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HomeMy WebLinkAbout175 SULLIVAN AVENUEL 0 N J a U) LO I N U iawN S£q� taylH Sf*` Ko�N S��t Tlaa� cp _aa� Gl.� ' a - Uj 70v,�-n South yy. t 1540 SULLIVAN AVENUE + SOUTH WINDSOR, CT 06074 1540 SULLIVAN AVENUE + SOUTH WINDSOR, CT 06074 1540 SULLIVAN AVENUE +SOUTH WINDSOR, CT 06074 ��dsox•cc�'� TELEPHONE (860) 644-2511 TELEPHONE (860) 644-2511. °sox.cU" TELEPHONE ($60) 644-2511 °saa•co. CERTIFIED LYIA L 7011 1570 0000 63371174 Certified #70111570000063328216 December 19, 2014 Peter DeMallie Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 RE: Appl #14-58P — Scannell Properties, 59, 89, 175, 211, R004 Sullivan Avenue, South Windsor, CT Dear Mr. DeMallie: At the December 17, 2014 regular meeting, the Inland Wetlands Agency/Conservation Commissicn approved Appl. #14-58P — Scannell Properties #205, LLC — 59, 89, 175, 211, R004 Sullivan Ave. — IWA/Conservation Commission application for a three lot subdivision_ The site is located- southerly of Sullivan Ave, and easterly of John Fitch Blvd (Rt 5), Industrial (1) Zone, with the following conditions: 1. The final approved copy of the entire set of plans and this letter reproduced thereon must be submitted to the Planning Department. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on December 17, 2019. It is the landowner(s)lapplicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site 5. A contact person shall be identified on the plans. Very truly yours. INLAND WETLANDS AGENCY/CONSERVATION COMMISSION Barbara Kelly, Vice Chairperson cc: Director of Planning Chief Building Official APPLICANT: Scannell Properties #234, LLC 800 East 96th St., Suite 175 Indianapolis, IN 46240 317-218-1666 PROPERTY OWNER: Scannell Properties #'205, LLC 800 East 96th St., Suite 175 Indianapolis, IN 46240 317-218-1666 CONTRACTOR: Arco National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 314-963-0715 JM1wUy 20, 2v1a Peter DeMallie Design Professionals, Inc. 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl. 14-58P, Sullivan Avenue Industrial Park Subdivision, 59, 89, 135, 175, 211, and R004 Sullivan Avenue We are pleased to advise you that the Planning & Zoning Commission voted on January 13, 2015, to approve with modifications Application #14-58P, Subdivision on 37+ acres to create a 3 lot subdivision to be knomm as Sullivan Avenue Industrial Park on property located on 59, 89, 135, 175. 211 and .RO04 Sullivan Avenue on the southerly side of Sullivan Avenue, easterly side of John Fitch Boulevard, I zone as shown on plans prepared by Design Professionals, Inc., Project # 3496 and dated 12-2-14, as rcvised. This approval is subject to the following modifications: 1. This approval is fbz 3 lots, numbered 1-3. 2.. Concrete sidewalks, built to Town specifications, shall be installed along the Sullivan Avenue frontage. 3.. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5. Water Shall be supplied to this subdivision by public water. 6. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Conuxrission. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. A -street tree easement is required to be shown per the subdivision regulations and specific trees to be planted should be coordinated with the Town's Tree Warden and are to be planted in accordance with the enclosed Tree Planting'Spee ications. 9. All easements for conservation purposes, drainage or utilities, that may be required in cormection with the approval of this subdivision, must be submitted on. standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town , acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 10. If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be. submitted prior to issuance of a Certificate of Occupancy. 11. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bondhig. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter it is holding.. 12. A drainage assessment fee in the arnowzt of $150 shall be submitted to this Commission. 13. The Town Engineer's review comments dated Ill2/15 must be incorporated into the final plans. 14, A crosswalk and associated improvements shall be added to the intersection of the new main driveway and Rye Street intersection. 15, In accordance with Section 5.5.3 this application is subject to access management regulations including the following: • An easement allowing cross access to and. from the adjacent property on Sullivan Avenue/John FkLh Boulevard (including the properties adjacent to the east and west of this subdivision) must be accommodated. )Details of the access management plans for the lots are to be finalized with Town staff. 16. Site plan approval by the Planning and Zoning Commission is required prior to use or construction on any lot. Black and white transparent mylar of Sheet #S1 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission to be stamped and signed. The letters of approval of this Coznznissiou, as well as the inland Wetlands Agency/Conservation Commission, must be reproduced on the mylar. After the mylar have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by May 1, 2015. After filing these plans, a copy of the receipt must be submitted to the Planning Department, Sincerely, Bart Pace.konis, Chairman - Planning and Zoning Commission BP/llz Enclosures: Deed/easement policy, Bonding policy, Tree Planting Specifications cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal March 12, 2015 Peter DeMallie Design Professionals, Inc. P.O. Box 1167 South Windsor, CT 06074 Re: Sullivan Avenue: Industrial Park Subdivision Multi -Modal Pathway Dear Mr. DeMallie: We are pleased to advise you that the Planning & ;Coning Commission voted on March 10, 2015 to approve the modification to Item 2 of the original subdivision approval letter for Application 14-58P, Sullivan Avenue I1-.dustrial Park dated January 20, 2015, to read: 2. A 10 feet wide bituminous concrete multi -modal pathway, in lieu of concrete sidewalks, is required along the Sullivan Avenue frontage. Black and white transparent nlylars of Sheet #S1 and #SP-1 with the above modification, together with three, blueprint copi�:s of the entire set of plans must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission, as well as the Ireland Wetlands, Agency/Conservation Commission, must be reproduced on the rnylars. After the ,mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by May 1, 2015. Idter filing these plans, a copy of the receipt must be submitted to the Planning Department. BP/l12 cc: Town Engineer Sincerely, Bart Pacekonis, Chaitman Planning & Zoning Commission WKV'F-LL ^O N 1 I v p `0 m K c O >-00NK w W m 00 ao c LLpv0`a` �c~i WC.fYNN d! W ° �H ya0 N Q ao a0 Uf V Z 0 _� 3 a p ii v N �c y ca W J w� w W H1 = H as NN Ic tin 4) H La(Al W.,e 4) i g '$ li0 g r �Rgo$ v 5y5y���� gg U J J N N LL NNE L=�z r=0 a C aQN¢ z w 0 Z Z GGo U V) o Z Wo'O. 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PROPERTY SURVEY RESURVEY l'"/�crs-�/�cti i v� �c.icriuc.. i r,- S / _\�� LIVING TRUST AND LEON SCNWEIR AND EILEEN 5CNNElR TRUSTEES 5cl L l VINE TITS T 89 SULLIVAN AVENUE SOUTH NIND50RI CONNECTICUT DATE: 8-14-00 l/OL . I l2� PG. 5 �� REVISED TO lO/Ol/OS SCALE: l "=50' DESIGN PROFESSIONALS, INC. '• ` a \,q \ 2. PROPERTY SURVEYED FOR ABRANAM R. ELIZABETH A. PATRIA \ FU l SULLIVAN AVENUE SOUTH NINDSOR, CONNECTICUT SCALE: I /NCH=40 SEA 1 = 43 4 50. FT. FEET OCTOBER, 1978 A PETERSEN * 14/OFFMAN LAND SURVEYORS R D / D EX SMH \ Ol\ O. ��O Cl\ �S / 3. PROPERTY OF SNERWOOD WALDRON SULL/VAN AVENUE SOUTH WINDSOR, TF.•76 J \ 0� ��1 c p � CONK. SCALE l"=50' OCTOBER 4, /96G NAYDEN L. GRISWOLD, C.E. �Q lNV•68.8 S /%j�� /j / / l 4. PROPERTY OF SAMUEL COVEN PARCELS A * B 1640 JOHN FITCN BLVD 24° Pl \ \ \\\ �l /� PC L l (U.S. ROUTE 5� S.OUTN WINDSOR, CT. SCALE l"=100' DATER 1-I1-88 :: ; : • • • • • • • • • • • • �, a REV15El7 4-5-88 LUCEK ENGINEERING ASSOC. INC. A"TPROPERTIES OF SAMUEL COVEN PARCELS A $ B 1640 JOHN FITCN BLVD - - a (U.S. ROUTE 5 SOUTH NINDSOR, CT SCALE I"=100' DATED l-l1-88 ............•.•.• • • • G Ex ce ! l \ \ Sk \\ \ REVISED 4-5-88 LUCEK ENGINEERING ASSOC. INC. c �r \ \ w 6. AS -BOIL T COND, TIONS PREPARED FOR RENA TO F. PA TRIA AND DA VID TF.•75.67 n % c+ 0 F� / \ C WATER EL. ��♦ \ x k \ PATRIA 2/1 SULLIVAN AVE. -SOUTH NINDSOR CT. DATE 11-20-92 T 73.59 / I / \ \, \ \ �03 '� SCALE l INCH=20 FT. DESIGN PROFESSIONALS, INC. °' o / l \ \ �ry \ ` ` EX CB 7. INLAND WETLANDS LOCATIONS 5CANNELL PROPERTIES SULLIVAN AVENUE c5 r q 8i�.j 411 P PLE '� TF:76.70 ,� / * JONN FITCN BOULEVARD SOUTH WINDSOR CONNECTICUT DATED `c 1NV73.9/ (/5� Ux 10-27-14 SCALE: l"=100' DESIGN PROFESSIONALS, INC. 8. CONNECTICUT STATE NIGNNAY DEPARTMENT RIGHT OF NAY MAP TOWN I FF ♦ �i� \ / ,r OF SOUTH W1hD5OR EAST GVINOSOR HILL -NAPPING ROAD FROM THE a CB NGARTFORD-SPRINFIELD ROAD SOUTNEASTERL Y ABOUT 12,500 FEET 3 �j,3♦"%� �� s Uk (¢� rr TF:76.1/ ROUTE NO. 194 SCALE P=40' DATE AUG. 3111-733 514EET5 / 2 OF 4. S \ r \ /NV:73.45 () 15"9. CONNECTICUT STATE NIGNNAY DEPARTMENT RIGHT OF WAY MAP TOWN \ r\ \ 0 12" SPRUCE EX. SMN OF SOUTN klIND50R EAST NARTFORD-SPEINGF/ELD ROAD FROM \ Sk _ , `\F�F s TF.•75.93 NENBERRY ROAD NOR TNERL Y TO THE EA5T 14IND50R TOWN LINE ROUTE � \ \� - _ , \ U.S. 5 SCALE l -40 DATE AUG. 3/1 1942 51-IEET5 5 * 6 OF 8. lO. GRADING AND DRAINAGE PLAN DATE 10-8-76 REVISED 3-9-79 SCALE 8/ �` \\ k TF 76.38 / -40' EM/L W. LUCEK ASSOCIATES. l8 MAPLE S l TF•76..63 Il. SULLIVAN AVENUE RTE l94 SANITARY LATERAL EXTENSION TOWN OF V \ \ ` �6 1NV:70.86(i5"s) SOUTH WINDSOR ENGINEERING DEPARTMENT 1540 SULLIVAN AVENUE GRAVEL DR/ ♦ \/ X 77.77 /l INV.64.64(36"N) SOUTH PVIND50R CONNECTICUT 06074 DATE: 3-08-94 SCALE: 1"=40' BY LOCH TION PLAN SCALE: l"=/, 000' \ �4 I I ♦ k /NV64.93(36"E) ' \ l5" MAPLE a � � \� 30 CONNECTICUT D.O. T. OFFICE OF ENGINEERS. ---� J I P.O.B. - I PARCEL l l 0 Ex ca 12. CONNECTICUT D. O. T. TRAFFIC OPERA TIONAL IMPROVEMENTS A T U. 5. \ Ex \ P.O.B. -I PARCEL 2 ♦♦ \ 1 4�k TF77.6 ^�• \ \Epp. N 2.6 (i2"w) ROUTE 5 AND COPIN. RTE. l94 (5ULL1VAN AVE./ INTERSECTION PROD. NO. SNET72 INV68.94 \ k INV:72.13(15W) 132-116 YEAR McI4 SCALE P=40' 5NEET5 /7 * 21 OF 65. x7q.6 15" MAPLE I \1Nv.72'88(/2'E) 13. SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA SOUTH \ I ♦ N ` �q` _ \ WINDSOR, CONNECTICUT 51-IETS 4A TO SA DATE: 5-3-71 AS -BUILT OCT. / 9" MAPLE \` ^ \� a I BUSINES ` ce �0'� _�8, , h _ _ \ k 31 1972 JA)-lE5 D. MINGE5 e ASSOCIATES. EX SMN Mtn, S , SIGN TF .67 Ikn`47 \ \ �♦ ♦ _ \ .. /NV .3 �O� I x ,� @/ - 3 . \ CB \ I \ ) I QCONCRET `-\ T '�9L k \ �/ \ `\ \` ~ \� TF•77.94 A/ I ^ \ PLANTER F F,V� \ `� ` �j�- /NV65.06 (36"w) \ \ �cii x76.3 '�� •�' _ '��c7 \ /\ \�\ Gk r/z) T \� - -78- _ N\ �, ♦'��� � ,\\ 8L/c, 9st Fps\ _ k \ N � r'SFF��GF � �%9 � � I \ I wow / � \• ♦ � 9� \ 0 \ � \ - ,\ � - F3J \ 'PELF I I P / / l \ /� � ♦ � \ Sk �.� \\ , \ \ \ \ I wO �` / r rr \\ V ♦ __;4;54 CLP/3633 (i2w I J S68 %9 58 E /G \ (SEE 79 6N \ s �rF x77.1 ��� VOL. /4 PG. 320) S/G�' / / ~ �. Sk 9.45 \ k \ \ \ 1 /S 4\ N9,y�SFFNF3� / wast1\ ��'FYD \ \ \ \ S \ \ k % \ \ q ` 1 ` TF:76.05 / / x76.2 N23 45'15 "E 15. 50, EX. B TF:7 .47 W W J H 0 Z ow J \ \ / 4O INV76.30(4-E) x7t.t I \ \ - - \ EX.NV•699.5.3 \ \_\ \\ \ \\\ SEE SHEET V-5 FOR COMPLETE LEGEND �'�D xTF:78.l5 TF:7 •743 INV.76.28(4" CLAY AV,) INV76.33(4"-E) � INV•75.18(4" CLAY E% ATT4045 \ x77.60 l7 \8 \ Tc7/SVERTICAL \ J \ \ \ \ x76.6 \ PIPE SILTED/ EO / \ / x778 \ \ ��' ♦♦\\ \\\ \ 73 x7t.5 \ x76.74 EX. CB \ \ / �\ i _x7r! V\O \I \ ` �oVc , co EX. CB x \ TYPE "CL" \ / \ R \ S \ NOTES: 't'� TF77.59 p ?? \\ TF:78.72 '� \ / 0' 1 DS' /vq / 1NV76.74(6" s/a� ` - - \ / /� y- I \ 1. PROPERTIES ARE IN THE INDUSTRIAL (1J ZONE. x 76 59 t� / \ \ P. O.B. - PARCEL 3 2. NOR/ZONTAL DATUM l5 BASED ON THE NORTH AMERICAN DATUM x76.26 / / l� \� I OF 1983 (NAD 83,). /'g- \ \ �� 6„ P�PE�.�q _ ` / \ // /�jj/x76.3\ I /3i)5 3. EX/STING BUILDINGS ARE NON -CONFORMING TO CURRENT ZONING I \ A � \ EX. CB x 76.43 9. � � \ / �7ory 1 I % REGULATIONS WI TN RESPECT TO FRONT YARD SETBACK REQUIREMENTS. TF•7766 /8" SPRUCE \ 1NV:74.26(S-6") EX CB \ 8jT / 4. PROPERTY DOES NOT FALL WITNIN THE LIMITS OF A FLOOD x77'4 \ TTYPE F 77.59E \ pA�FiyF �x - - - \ / - - -� / HAZARD ZONE AS DEPICTED ON: "FIRM FLOOD INSURANCE RATE \ lNV•75.10(6"-w) T �p ^ MAP ILIARTFORD COUNTY, CONNECTICUT (ALL JURISDICTIONS) O I I x7 w �6 \ \ \A \ \ k x745/ / / / j� �i 6„ ; PANEL 376 OF 675 MAP NUMBER OcI003C0376F EFFECTIVE DATE 6 r- `� N A R - / ,0 SEPTEMBER 26, 2008 FEDERAL EMERGENCY MANAGEMENT „ 3 S AGENCY. 5. THE INLAND NETLANDS LIMITS DEPICTED HEREON WERE �Q I ko w / r DELINEATED BY TNOMA5 N. PIETRA51 SOIL SCIENTIST AND \ '&0 I � FIELD LOCATED BY DESIGN PROFESSIONALS INC. ON OCTOBER C F �••-- \ r EX. SMfI I \ `7j oSFF \ \ ''FNT �' � d. Q C�'. � TF75.96 I <• /4cF.o r /" p covEre 24 27, 20/4. xw.5 6. THE LIMITS OF WETLANDS DEPICTED ON TUE PROPERTY OF PATIO c EDWARD J. NEYRA WERE DELINEATED BY HIGHLAND SOIL51 LLC AND TAKEN FROM A PLAN ENT/TEED: WETLANDS MAP COMPILATION MAP PREPARED FOR DAVID PAIR/A SULLIVAN \ , I \ \ A VENUE SOUTH N/ND50R CONNECTICUT DATE 1/02/02 SCALE: I \ I \ \ +� / I / Qw� w4, c INCH=l00 FT. DESIGN PROFESSIONALS, INC. \ x76.4 \ o' I h 7THERE 15 NO EVIDENCE IN T14F TONN OF 5OUTI-1 NIND50R I I POST RAIL \ \ TR/PPLE" 10 TREE 2S' / ` BUILDING DEPARTMENT AS TO ANY WELLS OR SEPTIC SYSTEMS ON THE PROPERTIES. STORAGE \ Sc/F 8. UNDERGROUND UTILITY STRUCTURE AND FACILITY LOCATIONS \ I \ I ENCLOSURE \ \ \\ ✓ 80- -� �7 /6" PINE DEPICTED AND NOTED�NEREON NAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL \ / \ + \ \ 44 \ TESTIMONY AND FROM OTHER SOURCES. TFIESE LOCATIONS \ \ x \ x76./ N/F / \ p \ - - - S68 MUST BE CONSIDERED AS APPROXIMATE IN NATURE. II \ \ I I ` L EON El L EEN SC-IWfII` \ \ _� �3'F ADDITIONALLY, OTHER SUCH FEATURES MAY EX15T ON TF•IE \ EX. CB \ / \ \ q, \�51TE, THE EXISTENCE OF NHICH ARE UNKNOWN TO DESIGN I I TF:77.45 \ - \ FF7q'�'N PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF EX. Ca INV:72.74 (/5" P) \ - / '76` ` (VOL.V PG' 2ql) \ \ ALL 5UC14 FEATURES MUST BE FIELD DETERMINED AND \ TF••77.4/ 15" R \ \ A l\ EA = 68 7 -324 SQ. FT. l 79 \ VERIFIED BY T14F APPROPRIATE AUTNORITIES PRIOR TO ` \ , \ D 7 / D / \ 78 �I CONSTRUCTION. \ \ O OR I5. / 7� Cl\ �S \ 9. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR \ \ / UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING \ \ \ / \ I \ DAYS PR/OR TO START OF CONSTRUCTION. 1-800-922-4455 OR \ (FA PCEL 2� \ \ \ ` � .\ \ \ WNW. CB YD. COM. x76.6 NEN 10' SIDE YARD (SEE Sl-IEFT V- 5 FOR A L TAIA CSl"I +� CER TIFI CA TION) Rio I / / ? x76.6 ,i / / SURVEY NOTES: x7'7.3 / l 1. THIS SURVEY AND MAP NAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-I T14/RU 20-300b-20 AND THE "STANDARD5 FOR SURVEYS AND MAP5 IN THE STATE OF CONNECT/CUT" A ADOPTED BY THE CONNECTICUT A550CIA TION OF LAND SURVEYORS, INC. ON SEPTEMBER 261 1996. \ x764 / / � \ \LL4 0 TYPE OF SURVEY IS A PROPERTY AND TOPOGRAPNIC SURVEY AND \ \ I I,U lS INTENDED TO DEPICT THE LOCH TION OF IMPROVEMENTS RELA T/ VE TO EXISTING * PROPOSED PROPERTY LINES. • TN15 /5 A RESURVEY BASED ON MAPS ** DEED5 REFERENCED HEREON. TF••73�8 \ \ \ x7t.3 \ � �" 98 • / M-73..38 (6 V.C.P. N \ HORIZONTAL ACCURACY MEETS CLA55 A-2 5TANDARD51 INV.INV•67.84 (24"RCP w1 \ / x7t.t \ I I TOP06RAPNIC ACCURACY MEETS CLA55 T-2 57ANDARD5 AND / \ / �3 I CLA55 B ACCURACY FOR THE LOCATION OF NETLANDS. a TF 74.�5 I I / / \ \ \ N, TO MY KNOWLEDGE AND BELIEF, TH15 MAP lS SUBS TANTIALL Y CORRECT •,p INV• .73 Ex ce \ v S° R 2k�P u, o, \ \ \ \ x 6 I AS NOTED HEREON. a u = I 514FFT v-I \ \ TF•7.s( 66 ` NV:7J1 \ P. X � �� �� �� � �� �� �� � �� �� � �C �� ��� ��1 �� 12327 All I 0 -1 T fir- ' / � �{ _ 3 J 1 S��F / Y -3 I / -��♦ x7t•5 \ \ \ \ LANRENCE R. GE155LER, JR., L.5. LIC. NO. /6 R.C.P. v .. �- \ x77.4 LL E x 0 y r0 �� td w LQUo+oN y PH LUiLMN0j v� NW -' Ooo .0cn N �� o .o a Z� my 3 ZIL O; CL V) w 0 WJ z� WN O V J = H oca �� I- cs O > yhyyy 00d W3 gib -n g �1 ��.2,� nt y��o 1Z a 1� 5 k o O O LO N NO a�;co o 0 Lu ENO CL ix C O > c E c V) LL O O V_ z 0 u .p 0 N z z w Y w J f- NOv J Wm~ V �Lu Z W F- L- o z w_ Z W°0 Q � Z � V OZ� W = Q F- � aZ0 J J N m � z OuJ O > Lu � a UJ a� z 0 co ces Ir It aa�N Oa0 CC O O 0.Lij 0 U (A :- SHEET C-4a 0 6 \� 6" iSrCAMORE �oNC h' O� '19'36 "E 49k.85' (TOTAL] MAP REFERENCES: 1. PROPERTY SURVEY RESURVEY PREPARED FOR EI-IZABET14 50-IHE1R LIVING TRUST AND LEON SCHNEIR AND EILEEN SCHNEIR TRUSTEES 59 89 SULLIVAN AVENUE SOUTH HINDSOR, CONNECT/CUT DATE: 8-14-00 REVISED TO l0/0l/08 SCALE• I "=50' DES/GN PROFESSIONALS, INC. 2. PROPERTY SURVEYED FOR ABRAHAI7 R. * ELIZABETH A. PATRIA SULLIVAN AVENUE SOUTH NINDSOR, CONNECTICUT SCALE: 1 INCH=40 FEET OCTOBER, I978 PETERSEN * l-lOFFMAN LAND SURVEYORS o n^�ncn-ry �c /./A/ nDi'fA/ G/// / /IIAA/ A1ICA///L= Llr J/-rc/ClNVVL/ /^/HLL//,(//v ✓(ILL/YHIY / vz_lyVL ✓Vl//r, YY//vY` IN, CONN. SCALE 1"=50' OCTOBER 41 1966 HAYDEN L. GRISHOLD, C.E. 4. PROPERTY OF SAMUEL COHEN PARCELS A * B 1640 JONN FITCN BL VD (U.S. ROUTE 5) SOUTH NINDSOR, CT. SCALE 1 "= /00' DA TER l -11-88 REVISED 4-5-88 LUCEK ENGINEERING ASSOC. INC. 5. PROPERTIES OF SAMUEL CONEN PARCELS A $' B 1640 JONN FITCN BLVD (-U.S. ROUTE 5 SOUTH NINDSOR, CT SCALE l"=l00' DATED 1-11-88 REVISED 4-5-55 LUCEK ENGINEERING ASSOC. INC. 6. AS -BUILT CONDITIONS PREPARED FOR RENA TO F. PATRIA AND DA VID PATRIA 211 SULL I VAN AVE. - SOUTH HlND50R, CT. DATE: 11-20- 92 SCALE: l INc:H=20 FT. DESIGN PROFESSIONALS, INC. 7. INLAND WETLANDS LOCATIONS SCANNELL PROPERTIES SULLIVAN AVENUE * JOHN FITCN BOULEVARD SOUTH NINDSOR, CONNECTICUT DATED 10-27-14 SCALE: P=100' DESIGN PROFESSIONALS, INC. 8. CONNECTICU r STATE ,HIGHNA Y DEPARTMENT RIGHT OF NAY MAP TOWN OF SOUTH NINDSOR EAST N/NOSOR HILL -NAPPING ROAD FROM THE NAPTFORD-SPRINGFIELD ROAD SOUTHEASTERL Y ABOUT 121500 FEET ROUTE NO. !94 SCALE P=40' DATE AUG. 3111933 SHEETS I * 2 OF 4. 9. CONNECTICUT STATE HIGHNAY DEPARTMENT RIGHT OF NAY MAP TOWN OF SOUTH GVINDSOR EAST HARTFORD-SPEINGFIELD ROAD FROM N0,\1BERRY ROAD NORTHERLY TO THE EAST NINDSOR TOWN LINE ROUTE U.5. 5 SCALE %"=40- DA T E AUG. 3I, /y42 5%%EC T S 5 4 6 OF 5. l0. GRADING AND DRAINAGE PLAN DATE 10-8-76 REVISED 3-9-79 SCALE x 80.3 (�\ \ 7/S \ \ TF:80.37 EX. ca / "=40' Ell/L N. LUCEK ASSOCIA TES. TF••80.15 N II. SULLIVAN AVENUE RT l94 SANITARY LATERAL EXTENSION TOWN OF V• 1N74.83 (l8 Sw� SOUTH NINDSOR ENGINEERING DEPARTMENT 1540 SULLIVAN AVENUE ✓,/T p '�' }- \ \ S \ �\ V 74.13 SOUTH HINDSOR, CONNECTICUT 06074 DATE: 3-08-94 SCALE: P=40' BY CEONNECTiCUT D.O. T: OFFICE OF ENGINEERS. 12. CONNECTICUT D.O. T. TRAFFIC OPERATIONAL IMPROVEMENTS A T U. S. \ \ S ROUTE 5 AND CONN. RTE. 194 (SULL I VAN AVE,) INTERSECTION PRO] NO. /oo xw. �\ \ S 132-116 YEAR 1994 SCALE l -40 SHEETS 17 * 2/ OF 65. c, /32 "E 4 k m \ 13. SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA SOUTH ' / / / \\` S68"19`86/ (TOTAL] NINOSOR, CONNECTICUT SHEETS 4A TO 8A DATE: 5-3-7/ AS -BUILT OCT. /O\ \ .gp_ 31 1972 JAMES D. HINGES ASSOCIATES. sr f \ \ 3/ 7 ��`_ TYPED"CL'\l TF78.60 \ \ \ / EX. DMN INV.5FAI-ED TF8/. 78 \ \� N/F CAST MANAGEMENT LLC �VOL. 2404 FG. 28�) A R,EA =11? '162 50. FT. I. R. CAP OTC 0. 458 ACRES /U A C-)I-/Z-/ � ) PARCEL 4 \ ' 1.5N D RAFF/C Y, /45 Epp, TRAFF BIRD � \ Ivon X � /5 ") MAPLE g\ \ \ \DM LINE k N k \ \ \ S \\ \ \ \ D \ TFBS 2 f' /--- q9 Sk EX. CB \ \ \ /NV••5/LTED / l8" /SPRUCE %- AO p� 8g TF.•81.T TF••80.70 21�MAPLE 1NV••76.63 (/8" 1 '� ` S \ �� $ S ( \ 8l NDSDCAPED /O /MAPLE �. 'E'EN Ex \ TF8/.82 9.7 All 2 / V/0 xw.5 SI - \O .ry /r\ \ EX. D/714 NIF i l I S�� o��F< pA� -�, S Gk \ l 8!j \ G I ` k c TF••81.23 211 TEAL Tr � / �k l ` - ��� �° \ � -� ll\7760 n5"w> 7 A 550CIA T L L C //^^ l <\ \ \ YJ•� \ G I x 79.7 TF 8/.66 rVOL. 2258 FG. 63� v� 1NV70.2 AREA =15 81?5 SQ. FT. w�S x 60.3 k o OIL 0. 434 A CRE.5 00l r (FA FC�L 4 ._ FS / �. NG k \ �• k \ ' //jj /� / / \ / / k VA Ci`l / Y T� P.O.B. - PARCEL 6 � `'i / \ � J \ 1811MAPC-F� \ 1 x \ F l / JO01. HEMLGeK ell - �� / \ O s� x7gg � � W xMO \ �4/ / \ x79.8 /0 CEDA / l ED R " C 1 / / x 80.3 U r x60.3 i Ox75.7 / / / - - 211 REAL ,T l 1 CONC. C DARI ^0, / N/F A SSOCIA ,�,�3 LLC / , / � l 2/l REAL L T >' � � � 361 NEMLocK x7n7 (VOL. 2258 FG. �3� / 24/, NEP IL6�K A 550CIA TFS LLC I _ \ \ / A FEA - 63 4c15 5Q. FT I 79.6 \ 1 r-� / -f r- � A i- r-- ,r_-� I\ x (VOL. 2258 FG. �3 �-24', 4 ML / 1 /�R� Foioy -q�� --- 0� a' �6 1j �� / l AFFA=8I7 /55 SQ. FT. `/ ' Fes, I I x80p %,_3\ Old /5. 75 � A CIT ES (FA FCEL 6,)i \ r \ NEW 10' SI DEx YARD o \ \ 79.8 4i \ Q\ - 4J ' NEW 10' SIDE YARD L OCA TION FLAN SCALE: l "=1, 000' LEGEND EXISTING DESCRIPTION PROPERTY - - PROPERTY LINE O IRON PIN 17 MONUMENT ROADS SITE FEATURES X X OR WETLANDS GUARD RAIL BARBED WIRE FENCE STOCKADE FENCE WIRE FENCE TREE TREE LINE WETLANDS LINE SEE SHEET V-5 FOR COMPLETE LEGEND W J NOTES: 1. PROPERTIES ARE 1N THE INDUSTRIAL (l) ZONE. 2. NORIZONTAL DA TU11 IS BASED ON THE NORTH AMERICAN DA TUM OF 1983 (NAD 83) AND THE VERTICAL DATUM 15 BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVO 88). 3. EXISTING Bii%LDl%VG /5 T O CURRClV / LV/V//Vc;t REGULATIONS NITH RESPECT TO FRONT YARD SETBACK REQUIREMENTS. 4. THE EXISTING GARAGE 15 NON -CONFORMING TO CURRENT ZONING REGULATIONS NITH RESPECT TO REAR YARD SETBACK REQUIREMENTS. 5. PROPERTY DOES NOT FALL N1 THIN THE L 1MI TS OF A FLOOD HAZARD ZONE AS DEPICTED ON: "FIRM FLOOD INSURANCE RATE MAP HARTFORD COUNTY, CONNECTICUT (ALL JURISDICTIONS) PANEL 376 OF 675 MAP NUMBER 09003C0376F EFFECTIVE DATE SEPTEMBER 261 2005 FEDERAL EMERGENCY MANAGEMENT AGENCY. 6. THE INLAND WETLANDS LIMITS DEPICTED HEREON WERE /rA---'. __ -1 I-Ac ,_/ -,G Ac c/1// C/'/CA/Y'/C-r AA/M c/C/ M / DELIWEA ED 5 / / tiL-h /HJ A. r/c / ICHJ, _50/L Jc/v / /J / L_/AlwL r/LLLI LOCATED BY DE51GN PROFESSIONALS, INC. ON OCTOBER 24 $' 27, 2014. 7. THE LIMITS OF HETLANDS DEPICTED ON THE PROPERTY OF EDHARD J. NEYRA HERE DELINEATED BY NIGHLAND SOILS, LLC AND TAKEN FROM A PLAN ENTITLED: WETLANDS MAP COMPILATION MAP PREPARED FOR DA VID PATRIA SULLIVAN A VENUE SOUTH WINDSOR CONNECT/CUT DA TE: 1/02/02 SCALE: 1 INC14=100 FT. DESIGN PROFESSIONALS, INC. 7. THERE IS NO EVIDENCE 1N THE TOWN OF SOUTH 14IND50R BUILDING DEPARTMENT AS TO ANY WELLS OR SEPTIC SYSTEMS ON THE PROPERTIES. 8. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON NAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEA TURES MA Y EX15 T ON THE Sl TE, THE EXIS TENCE OF W14104 ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE 51ZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF CONSTRUCTION: 1-800-922-4455 OR WNW. CBYD. COM. SI-�EET V-5 FOF (,5,EE A L TA1A C,5f l CEII-D, TI FI CA TION,) _S//,PI/FY AInTFS ' / \ 1. V T915 SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30OB-1 / THRV 20-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN I THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT /ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. 7g 9 • TYPE OF SURVEY 15 AN PROPERTY AND TOPCtYRAPHIC SURVEY AND I 1 /S INTENDED TO DEPICT THE LOCATION OF IMPROVEMENTS RELATIVE I I TO EXISTING * PROP05E0 PROPERTY LINES. I • THIS lS A RESURVEY BASED ON MAPS $ DEEDS REFERENCED HEREON. D MO HORIZONTAL ACCURACY MEETS CLA55 A-2 STANDARDS, TOR06RAPNIC ACCURACY MEETS CLA55 T-2 STANDARDS AND CLASS B ACCURACY FOR THE LOCATION OF NETLAN05. TO MY KNOWLEDGE AND BELIEF, TN15 MAP 15 SUBSTANTIALLY CORRECT AS NOTED HEREON. LANRENCE R. 6EI55LER, JR., L.5. 12327 L IC. NO. O d � 10 NL~ L O O 1 N O X 0 LnLn y 0 •• >O N a w w m to ao C mQUO�O� vi �fN Wa NN °' NW 000v-0 N 0 ao co a N C� 3 =a 0 ; ap N �O J Wul Z� c z WN 0 O mImw L o S ' fiqo �0� OE6 1-0 ms� o j� /Q� J W L OC 1 !y 00 O O a� ,0 NO N O g-m O00 a. V) w N a E c co == lv lL (u 0 O z v 7 m m m u .p w M La o z a z a N o w V a rj ij Lu NOv J Wm� V J - L uj r Z o Z � Z W o -� o Zw Z v 0Z� W = > H c _ LL ZOO Q J J � m U z 02 V) O r Lu � a aU) 0 Z � b ca 0 a0 � N Oaf Oo a a a � U SHEET C-4b TF• 7 .66 NV: 06 • � i /6 R.C.P. C M�' 1 EX DN TF-75.03 /NV.•66.46 4"RCP N) lNV:66.58( 4"RCP E) INV.69.63(l "RCPINN) MCP Y) \ O zc 0 C Z \ EX. D17N TF•73.26 INV 63.46 /NV.•67. 74 /NV.•64." INV67.5/, /NV••65.l9i 1 ` 30" FE INV.-6/.5-4 R_ I1 cn F i x76.8 o ITj aN�EET V-I _ 040 ♦ 76.5 x � \ \ x77471/ \ \ � �, RAC^UDL.4 AREA • 22 \ \ 1 \ \ \ \\\ / \ \ \ NF 20 -A .2 _76--x76.9 \ \ \ \ AREA OF NET -LANDS NF l9 I 2I 280f SQUARE FEET'- I EX. B TF:7k7 I NV••66.02 \ "RCPFd ) I EX. CB kqF 18I (24"RCP N) \ 1 x75.4 I / �. �► x75.1 / NF l5 �i \x74. ` ♦♦ \ \` x76. y / ' \ x 76.6�� \ x 74.3 I / - 18, / i'® - _77-�00/6" TRIPLE B/RCN ryw lO" TREE `� /o/ S x7r6 / 1 \ \moo / ` / \ \ \ x78.4 1\ C l� 7 \ C 73 O C \ \ I 1 x76.6- I I x776 /� ♦ -\ \♦�79`�� � 78 \ \ STONF BLOCK `\ �R REMAINS 79F \`♦ ` \� \ \ QL.D BARN �\ \♦ �\ \ ' 46N UL TISTEM TREE FOMPA T/ON \ \ s / \ \ eoo ♦ \, r x7q.6 \ \ 78.7x \ x T \ / 7.4 P05T ( \ xW.7 \ Ni'F I„IARK S. $ JANICE L. COlIFN (VOL. I c-I22 FG. 56,) MAP REFERENCES: I. PROPERTY SURVEY RESURVEY PREPARED FOR ELIZABETI.1 SCNNEIR LIVING TRUST AND LEON SCNNEIR AND EILEEN SCNNEIR TRUSTEES 59 89 SULLIVAN AVENUE SOUTH NIND50R, CONNECTICUT DATE: 8-14-00 REVISED TO 10101108 SCALE: P=50' DESIGN PROFESSIONALS, INC. 2. PROPERTY SURVEYED FOR ABRANAI'7 R. $ ELIZABETN A. PATRIA SULLIVAN AVENUE SOUTH NINDSOR, CONNECTICUT SCALE: I INCH=40 FEET OCTOBER, 1978 PETERSEN $ NOFFMAN LAND SURVEYORS 3. PROPERTY OF 51-IERNOOD kvALDRON SULLIVAN AVENUE 5OUT1.1 WIN050R, CONN. SCALE P=50' OCTOBER 41 1966 NAYDEN L. GRISNOLD, C.E. 4. PROPERTY OF SAMUEL COVEN PARCELS A $ B 1640 JONN FITCN BLVD (0.5. ROUTE 5) SOUTH NINDSOR, CT. SCALE l"-/00' DATER 1-11-88 REVISED 4-5-88 LUCEK ENGINEERING ASSOC. INC. 5. PROPERTIES OF SAMUEL COVEN PARCELS A $ B 1640 JONN FITC1.1 BLVD (U. 5. ROUTE 5 SOUTH HINDSOR, CT SCALE P=100' DATED 1-11-88 REVISED 4-5-83 LUCEK ENGINEERING ASSOC. INC. 6. AS -BOIL T CONDITIONS PREPARED FOR RENA TO F. PA TR/A AND DA VID PA TRIA 211 SUL L I VAN A VE. - 5OUT1.1 NIIVD50RI CT. DA TE: 11-20- 92 SCALE: 1 INC14=20 FT. DESIGN PROFESSIONALS, INC. 7. INLAND WETLANDS LOCATIONS SCANNELL PROPERTIES SULLIVAN AVENUE $ JONN FITCN BOULEVARD 5OUT14 N/ND50RI CONNECTICUT DATED 10-27-14 SCALE.- I "=100' DESIGN PROFESSIONALS, INC. 8. CONNECTICUT 5TA TE NIGNNA Y DEPARTMENT R1GNT OF WA Y MAP TOWN OF 50UT1-1 H1N05OR EAST NIND50R NILL -NAPPING ROAD FROM T14jE 1.1ARTFORD-5PRINGFIELD ROAD 50UT1-?E45TERL Y ABOUT 121500 FEET ROUTE NO. 194 SCALE 1"=40' DATE AUG. 3111933 51-IEET5 / * 2 OF 4. 9. CONNECTICUT 5TA TE 1•II614NA Y DEPARTMENT R/GNT OF NA Y MAP TOWN OF 5CUT1.1 kVIND50R EAST 1.1ARTFORD-SPEINGF/ELD ROAD FROM NENBERRY ROAD NORTNERL Y TO T1.1E EAST NINDSOR TOWN LINE ROUTE U.S. 5 SCALE P=40' DATE AUG. 311 1942 51-1,EET5 5 $ 6 OF 8. l0. GRADING AND DRAINAGE PLAN DATE 10-8-76 REVISED 3-9-79 SCALE P=40' EMIL N. LUCEK ASSOCIATES. ll. SULLIVAN AVENUE RT l94 SANITARY LATERAL EXTENSION TOWN OF SOUTH HllVD50R ENGINEERING DEPARTMENT I540 SULLIVAN AVENUE SOUTH NINOSOR, CONNECTICUT 06074 DATE. 3-08-94 SCALE: P=40' BY CEONNECTICUT D.O. T. OFFICE OF ENGINEERS. I2. CONNECTICUT D.O. T. TRAFFIC OPERA TIONAL IMPROVEMENTS A T U. S. ROUTE 5 AND CONN. RTE. 194 (SULLIVAN AVE.) INTERSECTION PROD. NO. 132-116 YEAR 1994 SCALE 1 "=40' 5NEET5 17 $ 2/ OF 65. 13. SANITARY SEAVER CONSTRUCTION SULLIVAN AVENUE AREA SOUTH HlN050R, CONNECT/CUT 51-1,EET5 4A TO 8A DATE • 5-3-71 A5-BUILT OCT. 31 I972 JAME�3 D. MINGES $ ASSOCIATES. 0 LEGEND EXISTING DESCRIPTION PROPERTY - - PROPERTY LINE O IRON PIN 0 MONUMENT ROADS GUARD RAIL SITE FEATURES X X OR WETLANDS BARBED WIRE FENCE STOCKADE FENCE WIRE FENCE TREE TREE LINE WETLANDS LINE SEE SHEET V-5 FOR COMPLETE LEGEND W 0 Z a NOTES: I. PROPERTIES ARE IN THE INDUSTRIAL (l) ZONE. 2. HORIZONTAL DA TUM /5 BASED ON THE NORTI.1 AMERICAN DA TUM OF I983 (NAD 83). 3. PROPERTY DOES NOT FALL H1T1•IIN THE LIMITS OF A FLOOD HAZARD ZONE AS DEPICTED ON: "FIRM FLOOD INSURANCE RATE MAP NARTFORD COUNTY, CONNECTICUT (ALL JURISDICTIONS) PANEL 376 OF 675 MAP NUMBER 09003C0376F EFFECTIVE DATE 5EPTEMBER 26, 2003 FEDERAL EMERGENCY MANAGEMENT AGENCY. 4. THE INLAND WETLANDS LIMITS DEPICTED HEREON WERE DELINEATED BY TNOMAS N. PIETRAS, SOIL SCIENTIST AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. ON OCTOBER 24 $ 271 2014. 5. THE LIMITS OF WETLANDS DEPICTED ON THE PROPERTY OF EDAVARD J. NEYRA HERE DELINEATED BY 141GNLAND SOILS, LLC AND TAKEN FROM A PLAN ENTITLED: WETLANDS MAP COMPILATION MAP PREPARED FOR DAVID PATR/A SULLIVAN AVENUE SOUTH WINDSOR CONNECTICUT DATE: 1/02/02 SCALE: 1 INCH=I00 FT. DESIGN PROFESSIONALS, INC. 7. THERE IS NO EVIDENCE IN THE TOWN OF SOUTH AVIND50R BUILDING DEPARTMENT AS TO ANY WELLS OR SEPTIC SYSTEMS ON THE PROPERTIES. 8. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON NAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF H1-1104 ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. T1.1E SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTNORITIES PRIOR TO CONS TRUCTION. 9. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF CONSTRUCTION: 1-800-922-4455 OR H14N. CBYD. COM. SEE 51-1EET V - 5 FOR 'AL TA/ACSI-'l CEO'TlFICA TIONS SURVEY NOTES: I. TN15 SURVEY AND MAP NAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30OB-1 TNRU 20-30OB-20 AND THE "STANDARDS FOR SURVEYS AND NAPS IN THE STATE OF CONNECTICUT" A ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC ON 5EPTENBER 261 1996. • TYPE OF SURVEY 15 AN PROPERTY AND TOPGYRAPNIC SURVEY AND IS INTENDED TO DEPICT THE LOCATION OF 11-1PROVENENTS RELATIVE TO EX15TING $ PROPOSED PROPERTY LINES. • TNI5 15 A RESURVEY BASED ON NAPS $ DEED5 REFERENCED HEREON. • HORIZONTAL ACCURACY NESTS CLASS A-2 5TANDARD5, TOPCGRAPNIC ACCURACY MEETS CLASS T-2 57ANDAR05 AND CLASS B ACCURACY FOR THE LOCA T10N OF NETLAN05. TO NY KNOWLEDGE AND BELIEF, TN15 NAP 15 SUBSTANTIALLY CORRECT AS NOTED HEREON. / 12327 LAHRENCE R. GEI55LER, JR., L.S. LIC. NO. / ~ LL u =0 N 4 �n Ylnn s O LOvN a1 w Wm mao c io o >to u ci W�.N ji MW C �F �10.0o N a ammo W v 3 Wa 0 d-C O \N W c O N iu to O J V .d H LL Z Iw �a p Y/ am N O J � � Y Jfo 6 i9� >l, T� EV o�� � Ri gQ� �s_ �i _ o 'ot" O O .o NO N O co LL 4) � r_ a E _ LL 0 O O 7m m o w10w m M f N cZi N o 3 < ij u u �7 W u W Ov _I W m J -�z WLL o z OC = Z W°o aaoa O Z 3 W = > F- Q :D �. z o Q J J N m � CI) H z 02 O U Lu � a Lo Q � Z 0 Go c Lu 0 aC)� N Oau) Oo O. Lij o a i U (A �- SHEET C-4c r� - / F7 4.t x7�8 J. SAWr V-4 Z \ LOT #3 _ NEW 10' SIDE YARD x78•9 /' \`\ 't? LJL L l VA /Vt A y 1 Y /V 4 R=1558.54' (� L=22.9.16' x797 �� / TOTAL CURVE LC=547 228 95' / % d =1-9 30'07" / \ L=340.07 ' LC- /05' E 3317.40' �3 15 q Ar-,;ql F_,15 / 1 l/ R=1550 8.54' V3'45 do- x7r1.2 x 80.2 / \0 l / AREA #,2 PFCULA TFD AREA OF NETLAND5 / 5 AND x76.7 �\ AREA 5, I65 f 5QUARF FFFT AREA l / i r- \ �- -� OP O 1.2 f ACPFS �v / x7Y1.7 211 REAL Tr A 53 OCIA TES L L C VOOJMF,��_)58 PA(�;E 6 -233.17' \ / x76.4 / ,' AREA OF !�IFTLAND5 a , x76.4 /� ,,� \ 1, g70f 5QUARF FEET J / \ WFx7B.4 /WF MAP REFERENCES: ' I/ \ / I. PROPERTY SURVEY RESURVEY PREPARED FOR ELIZABETN 5CN111EIR / \ / LIVING TRUST AND LEON 504WEIR AND EILEEN SCNWEIR TRUSTEES 59 ' •) / 89 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT DATE: 8-14-00 x7k?.4 / 9\ / REVISED TO 10101108 SCALE: P=50' DESIGN PROFESSIONALS, INC. \ \ \ x76.95 p� / 2. PROPERTY SURVEYED FOR ABRANAM R. It ELIZABETN A. PATRIA L OCA TION PLAN SCALE: I "_ 1, 000' W oc w H Z a 0 a SULL I VAN A VENUE SOUTH WIND50R, CONNECTICUT SCALE: I INCH=40 FEET OCTOBER, 1978 PETERSEN * 14OFFMAN LAND SURVEYORS SEE SHEET V-5 FOR COMPLETE LEGEND \ / ( \ WF 3. PROPERTY OF SNERWOOD WALDRON SULLIVAN AVENUE SOUTH WlND50R, a 57/ 555"E CONK SCALE 1"=50' OCTOBER 4, M66 NAYDEN L. GRI5WOLD, C.E. 9'/ 4. PROPERTY OF SAMUEL COVEN PARCELS A * B 1640 JONN FITC!-1 BLVD 404x �� / ' I � \ 20.19' / ' (U. 5. ROUTE 5) 5OUTN NIN050R, CT. SCALE P=100' DATER l -1I -88 I \ CON DN 170N. REVISED 4-5-55 LUCEK ENGINEERING ASSOC. INC. a ♦ \ / \ `\ x7e.6 / 5. PROPERTIES OF 5AMUEL COVEN PARCELS A * B 1640 JONN FITCU BLVD NOTES: Bo- NSW ��.0' SIDE YARD / (U.S. ROUTE 5 SOUTH WINDSOR, CT SCALE l"=100' DATED 1-11-88 I. PROPERTIES ARE IN THE INDUSTRIAL (-/,) ZONE \ B/, / >9 J WF- REVISED 4-5-88 LUCEK ENGINEERING ASSOC. INC. 2. HORIZONTAL DATUM 15 BASED ON THE NORTH AMERICAN DATUM ♦ x / \ \ / \ \ / / 6. A5-BOIL T CONDITIONS PREPARED FOR RENA TO F. PA TRIA AND DA VID OF 1983 (NAD 53) AND THE VERTICAL DATUM IS BASED ON THE xB03 i' U \ / PATRIA 211 SULLIVAN AVE. -SOUTH WINDSOR CT. DATE: 11-20-92 NORTH AMERICAN VERTICAL DATUM OF M88 (NAV0 88). 525 39'15 "W WF - /i- / ' \ \ ' _ ) / U SCALE: l INCH=20 FT. DESIGN PROFESSIONALS, INC. 3. PROPERTY DOES NOT FALL WITN1N THE LIMITS OF A FLOOD � \ ♦ '��� \ / \ (- 7. INLAND WETLANDS LOCATIONS SCANNELL PROPERTIES SULLIVAN AVENUE HAZARD ZONE AS DEPICTED ON: "FIRM FLOOD INSURANCE RATE 15" 15 FE * JONN FITCN BOULEVARD SOUTH WINDSOR, CONNECTICUT DATED MAP NARTFORD COUNTY, CONNECTICUT (ALL JUR15DICTICNS) 4 x \ I \\ /, // /41" 79.06 I0-27-14 SCALE: l"=100' DESIGN PROFESSIONALS, INC. PANEL 376 OF 675 MAP NUMBER 09003C0376F EFFECTIVE DATE xeo �� 8. CONNECT/CUT STATE NIGNGdAY DEPARTMENT RIGHT OF WAY MAP TOWN SEPTEMBER 26 2008 FEDERAL EMERGENCY MANAGEMENT J�O \ OF SOUTH WINDSOR EAST WIN05OR HILL-WAPPING ROAD FROM THE AGENCY. ' 46�0 ��i \ \ I I _ - _ / / / /�0I, / / NARTFORD-SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 121500 FEET 4. EX15TING GARAGE IS NON -CONFORMING TO CURRENT ZONING J I Tq / // ROUTE NO. l94 SCALE P=40' DATE AUG. 3111933 SNEET5 I * 2 OF 4. REGULATIONS WITH RESPECT TO REAR YARD SETBACK -40• I / / / / / / //9. CONNECTICUT STATE NIGNGdAY DEPARTMENT RIGHT OF WAY MAP TOWN REQUIREMENTS. OF SOUTH WINDSOR EAST NARTFORD-SPEINGFIELD ROAD FROM 5. THE INLAND WETLANDS LIMITS DEPICTED HEREON WERE NEWBERRY ROAD NORTHERLY TO THE EAST 41N05OR TOWN LINE ROUTE DELINEATED BY TNOMAS W. PIETRAS, 501L 5CIENT15T AND U.S. 5 SCALE P=40' DATE AUG. 311 1942 51-JETS 5 * 6 OF 8. FIELD LOCATED BY DESIGN PROFFS51ONALSI INC. ON OCTOBER l0. GRADING AND DRAINAGE PLAN DATE 10-8-76 REV15ED 3-9-79 SCALE 6. THE 71 2014. WETLANDS DEPICTED ON THE PROPERTY OF NIF 1 x7q.4 / ``- �' \ \ \ \ x7g3 / / �// / / l -40 EMIL W. LUCEK A94 OSAI SANITARY LATERAL EXTENSION TOWN OF EDWARD J. NEYRA WERE DELINEATED BY NIGNLAND SOILS, LLC D / ll. SULLIVAN AVENUE RT I„/ARK 5. JANICE L/!-' x7q.4 I `\ / / // SOUTN WINOSOR ENGINEERING DEPARTMENT 1540 SULLIVAN AVENUE AND TAKEN FROM A PLAN ENTITLED: WETLANDS MAP /cN I / //!/ P SOUTH W/NDSOR CONNECT/CUT 06074 DATE: 3-08-94 SCALE: P=40' BY COMPILATION MAP PREPARED FOR DAVID PATRIA SULLIVAN COI-7L / / CEONNECTICUT D.O. T. OFFICE OF ENGINEERS. AVENUE SOUTH WINDSOR CONNECTICUT DATE: 1102102 SCALE: l / x 79.2 \ / / / / -� C(�' 12. CONNECT/CUT D.O. T. TRAFFIC OPERA TIONAL IMPROVEMENTS A T U. S. INCH=100 FT. DESIGN PROFESSIONALS, INC. (VOL. 1 �I22 PG. 5��' x>q2 ROUTE 5 AND CONN. RTE. l94 (SULLIVAN AVE.) INTERSECTION PROD. NO. 7TNERE 15 NO EVIDENCE IN THE TOWN OF SOUTH W1NOSOR 8" TWIN OAK I / / / // / / 132-116 YEAR I994 SCALE l "=40' SNEET5 17 I' 21 OF 65. BUILDING DEPARTMENT AS TO ANY WELLS OR SEPTIC SYSTEMO 13. SANITARY SEWER CONSTRUCTION SULLIVAN AVENUE AREA SOUTH ON THE PROPERTIES. (� 8" TWIN MAPLE % I / // \ v WINDSOR CONNECT/CUT SNEET5 4A TO 8A DATE 5-3- 7/ AS -BUILT OCT. 8. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS I972 JAMES D. HINGES ASSOCIATES. DEPICTED AND NOTED HEREON NAVE BEEN COMPILED, IN PART, 3, FROM RECORD MAPPING SUPPLIED BY T14E RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL x7g3 \ / / /, 'co TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS \ tcq MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER OUCH FEATURES MAY EXIST ON THE 51TE, THE EXISTENCE OF W1-1/C1-1 ARE UNKNOWN TO DESIGN Ex PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF 1A5 N ALL SUCH FEATURES MUST BE FIELD DETERMINED AND \ / \ / // �A \ G \ \ .95 VERIFIED BY THE APPROPR/ATE AUTHOR/TIES PRIOR TO 44- x79.5 ��` \ / // \ �� \\ \ rye ce CONSTRUCTION. 0 v� ov 9. CONTRACTOR 5NALL CONTACT CALL BEFORE YOU DIG�� FOR xM.3 / \ / / / \�6 UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF CONSTRUCTION: 1-800-922-4455 OR ice„ J ,,, �. ( / / / .4,.90/ ♦ AROG \ \ (SEE 51-IEET V - 5 FOR ti, . 43' -�\ / // �. o \ �� A L TA/A C5�'l CEI� TlFICA TIOI\I AROG N/F \ �a CONEN PROPER TIF5 L L C (VOL. //a/ PG. 6�) NIF COVEN FROPERT/E5 L L C LVOL. //a/ PG. 62� �1CONC. D. N. MOH. 531136 27 34. ?,5 \ SURVEY NOTES: \ I. T 115 SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE \ / J=4`57'36" REGULATIONS OF CONNECT/CUT STATE AGENCIES SECTIONS 20-30OB-1 / R=1441.63' i / TIIRU 20-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN L=124.80' i T1IE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT LC=S5927'52" ASSOCIATION OF LAND SURVEYORS, INC. ON 5EPTEMBER 26, 1996. / X0 124.761 TYPE OF SURVEY 15 AN PROPERTY AND TOPOGRAPNIC SURVEY AND IS INTENDED TO DEPICT THE LOCATION OF IMPROVEMENTS RELATIVE BEECN / - TO EXISTING * PROP05ED PROPERTY LINE5. T1415 15 A RESURVEY BASED ON MAPS * DEED5 REFERENCED NSF HEREON. C� RA L D l . I-1A l\ L� l y . HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS, ' JFA N TOPOGRAPHIC ACCURACY MEETS CLA55 T-2 STANDARDS AND CLA55 B ACCURACY FOR THE LOCATION OF WETLANDS. OL . 8� 525 53 W 24/ FG. 11 . 3' TO MY KNOWLEDGE AND BELIEF, THIS MAP 15 5UBSTANTIALL Y CORRECT AS NOTED HEREON. INSET LAWRENCE R. GEI55LER1 JR., L.5. SCALE: 1"=40' LIC. 0 0 u, Y C LL C LL a m Y LL LL Q ell vi c 0 V) 0 L 1 c P a) 7 v m L T 0 J N s a lgDK �pC 1 a 0 x c Qa SO o.oag ao IL a IL Vi aae s Z� Wa O j oc OC Ir ` H we �fill ; .e �Oc s v J N L m 0 ~ V1 O1 ~ -j z aCA a �W a uj O zC z 4 m d� `ot9 0� �� •at V �— D U.LU V F- F' Z w a a ;Z >dI- Qo aJ_ZZ aa~ >o >�� �o O A y3 Z N= �Z V- I-- D o W N cc 0V� >1 U �f LU 0 � O 0 Z a a� W � W o os C�5 D M. B>r DEMO WITH BUILDING #3 m az L Fvsr . RAic ' I+IRi1JEM 3TGPAGE fM:tRSURE (y�� LOT #1 75 SULLIVAN AVENUE 287,666 SQ. FT. OR 6.604 ACRES 'aa 1 n ^ M> CO / / / / W/h, BENT 4P. 0 LOT #2 135 SULLIVAN AVENUE / REGULA TED / AREA \ 715,463 SQ. FT. OR 16.425 ACRES AREA #/ AREA OF WETLANDS 2/1280+ SQUARE FEET OR 0.49+ ACRES ♦♦ TOP P1. W. COVER TLYJ`LCK RETLI/N5 LY.D BARN F0UNDAT/11N ♦ ♦ i 1 1 /� DEMO WITH BUILDING #1 �RAFF/C mall \ �� TOP PVC PIPE MAP REFERENCE: EXISTING CONDITIONS INFORMATION SHOWN ON THIS PLAN TAKEN FROM 'PROPERTY & TOPOGRAPHIC SURVEY, SULLIVAN AVENUE 8c JOHN FITCH BOULEVARD, SOUTH WINDSOR, CT, PREPARED BY DESIGN PROFESSIONALS, INC., DATED 10/27/14, PREPARED FOR SCANNELL PROPERTIES. J � /." 1 0 �Yrr P69e \ ep— r � � ♦♦♦ / 1 r �< DEMO WITH BUILDING #2 ♦♦ \ \ter>n.» ` \ .. \� 0 f ors ' \ ♦ ` o LOT #3 175 SULLIVAN AVENUE 603,706 SQ. FT. OR 13.859 ACRES 80' REGULA TED AREA �J �M GMR AREA #2 �, o AREA OF WETLANDS ' 51165+ SQUARE FEET OR 0.12t ACRES PA \^ PAVEHENT n� �T AREA #3 AREA OF WETLANDS l 970f SQUARE FEET OR O.05 + ACRES F� APPLICANT: Scannell Properties #234, LLC 800 East 96th St., Suite 175 Indianapolis, IN 46240 317-218-1666 PROPERTY OWNERS: Scannell Properties #205, LLC 800 East 96th St., Suite 175 Indianapolis, IN 46240 317-218-1666 >-0 nN ro Wm�aI c W >N I tLLi.DU0%0% H m c~i WC. N C N (nW N paoGo NU 3 Za D ; �a O av \y C y cca W J Z > v C WN O V J = y LL= Q 6 ■� y N /, H W .o o J O i C) � � ,130 5 h 0 §4°si C � °i°�� � t 0 i5 _l y. xx�tggb qo J � LIJ v � N N LO LL _ Z H a °-�~O a d Q w Z 0 Z 0000 z Q U w U m p CL C, aai u 0 o oQ 3 o0 V VG 0 j LOL. M U 1-- UJ W Z Z Z LU >a�v Qo ajC'Z ZU Za10 Q& >N2o J0Jom—c �? 3 N Z Z N L a� o W N a � r N o fA C E E Z E a 0 C U 0 .. O m <� C 0 U tau y d r Z m a. v a a a r 3 m H 0 F- H Lf) Lf) Lf) Lf) M � N N 0 `' N M v Ln Z O J IL Z 0 H J 0 0 WJ wo °° U H SHEET C-6 \ ,� _ G� W.v. \b MAP REFERENCE: EXISTING CONDITIONS INFORMATION SHOWN ON THIS PLAN SS k2 \ LANDSCAPED / TAKEN FROM 'PROPERTY & TOPOGRAPHIC SURVEY', D / SULLIVAN AVENUE & JOHN FITCH BOULEVARD, SOUTH WINDSOR, CT, PREPARED BY DESIGN PROFESSIONALS, INC., DATED 10/27/14, PREPARED FOR SCANNELL PROPERTIES. / � � Rglys� �, ♦ 1 � 1 J i �\ % ♦ INSTALL BCLC AT EXISTING CURB CUT, REMOVE / / / ♦♦© \ \ \z,�y` LOAD AND SEED DRIVEWAY WITH GRASS APRON,'SEE SHEET C-18) 7/BIEGIN- / ` \ sNer Fp \ INSTALL BCLC AT EXf ING CURB / \° / s\� �— CUT, REMOVE DRIVEWAY A�'RON, 3� ♦ LOAD AND SEED WITH GRASS AJ, . ��\� f \ \ ♦�(SEE SHEET C 18) fo r=15` BEGIN-. /� / / r=55' �G� o�N P� \ £MFN\ �9 �� "CONC / ,o opr v \ SO, ♦ l o r=5, ��' END ' N �.. - CONC qti F Fqp♦ O CONC / Q N FF ors Qo�ry ejTVM/ \ k WHITE PAINTED �� CONC OUS CONC \ \Al ♦♦ WIDE X 8L LONG CROSS r=5' ., ` r :5' RFTF pq �" WHITE PAINTED \ \Ep \ STOP BAR Gk \ \ 8\\ BARS (TYP.) \ ° o BIO-SWALE/ ; O�� E / BEGIN- `q�k Pv s OIL. Q \` WATER QUALITY CONC-� C 'Fo FILL 3 = < ,o �' \ BASIN FOREBAY / 4' G EL o ® ; o ONC (UNDER / J RAC GST = °D. • \ -9/i 1 o CONSTRUCTION) APRON ; •• . u END= / �IN', v 1— BEG CONIC81 r=AC9,,CONIC 9 ° s� Sher LOT 2 %ICRF 0 r=75' / / \ ♦ / O / • _ /� _ 7�11\ � / � \ � / 30" STOP SIG _ � \k ♦ /I"I r1CI\ \a\Jl\ICTDI I(`TI\J1 / STANDARD DUTY BITUMINOUS � � W., / � �P, � \ ^° ,- •`VI VLI\ VVIVJ I I\VV IIVIV .' / � 0 N o BITUMINOUS M - - � v �� \ 12" WHITE PAINTED STOP BAR a. n / CONCRETE PAVEMENT \ �w (WITHIN PARKING STALLS, r 5 R ` u0� r=50' \ (TYP.) BEGIN O SEE SHEET C 20) 4 GRAVEL \ �r �CONC _ SSo APRON o �m J VAN ACCESSIBLE PARKING SIGN � , Q 9 x20 WHITE PAINTED ,� � �8<B / ° MOUNTED ON CONCRETE BOLLARD o' / \ ♦♦ v PARKING STALL C \ o SEE SHEET C-19 TYPICAL c,� k • , .. / o � , �6. • .11//Illl (TYPICAL) ( ) o � r=5' HEAVY \ PAVEMENT SEE SHIEEOT C 20NCRETE \ o Q, h r=5 30 STOP SIGN ( ) s S ( Q CJ U' NeT ' • ,. �� Z END J ��v : �,^ oV ADA ACCESSIBLE PARKING SIGN �r ,u r= Z O O f o� � � ,= c> MOUNTED ON CONCRETE BOLLARD (SEE SHEET C-19, TYPICAL) Qp ry CONCRETE SIDEWALK RAMP--, 3 0 V ' \ y o o (SEE SHEET C-20, TYPICAL) \ / °J AV041TE PAINTED CROSSWALK / BOLLARDS 6.11 x8 LONG BARS (TYPICAL) BEGIN= (SEE SHEET C-18, CONC / TYPICAL Q STANDARD DUTY BITUMINOUS / ) f o CONCRETE PAVEMENT WATEfUTY B IN (WITHIN PARKING STALLS, J I/ - SEE SHEET C-20) \ c� �s F 6 cF ,"4v '00� 5 1, r- 5' de / A° �, PROPOSED 167,763 SF / r=5, 110 / �Q o - ' r o END / c� DISTRIBUTION CENTER Q r-5 coNc F.F. = 82.00 /5' WIDE PAV LEAKOFF (SEE SHEETh>-17, / \ \ 0 30" x 30" DO NOT ENTER SIGN AND IZED-N Q TYPICAL) 24 x 30 EMERGENCYVEHICLES ONLY HORSIGN / / y � BEGIN- / ^ • ,, � ,00 y CONC /'o 2. / // 5' WIDE PAVED • /Ill1//l ' / / LEAKdFF, , ` ° o / Q / (SEE • SHEET C-1.7, TYPIACXQ r=5' / r' r= 5' G AIN LINK gNCF / A REA # ' � 8� 5A T P RECUL�1 TED AREA OF wE_`- / APPLICANT: 5, l65f SQJA ; F-ET ��,q / Scannell Properties #234, LLC �- -S 800 East 96th St., Suite 175 / Indianapolis, IN 46240 4' CONCRETE WALK -< BIT. NOTES: (SEE SHEET C-20) PAVEMENr 317-218-1666 ?0' 1. 'CALL BEFORE YOU DIG' - CONTRACTOR SHALL NOTIFY 5. NO STUMPS ARE TO BE BURIED ON SITE. / UTILITY COMPANIES OF PENDING EXCAVATION AT OR NEAR SF� ; o c ,� PROPERTY OWNER: -800-922-4455 AT LEAST 48 6. PROPOSED PAVED AREAS SHALL BE GRADED TO PUBLIC UTILITIES. CALL 1 HOURS PRIOR TO BEGINNING EXCAVATION. PRECLUDE PONDING. P • AVE FIRE LANE'- Scannell Properties #205, LLC ` T � (H VY DUTY BITUMINOUS 800 East 96th St., Suite 175 ERGROUND UTILITIES NOT SHOWN. PRIOR 7. CONTRACTOR SHALL PREVENT THE EMISSION OF �� NCRETE PAVEMENT, SEE 2. LOCATIONS OF UND 8 TO CONSTRUCTION, CONTRACTOR SHALL CONDUCT TEST DUST, SEDIMENT, AND DEBRIS FROM THE SITE, AND BJr. 'SHEET C-20) ,% Indiana olis IN 46240 PITS WHERE NECESSARY TO CONFIRM THE PRESENCE OF SHALL BE RESPONSIBLE FOR CORRECTIVE MEASURES SUBSURFACE UTILITIES, AND SHALL NOTIFY THE ENGINEER SUCH AS STREET SWEEPING, AND CLEANUP WORK, OF ANY CONFLICTS WITH THE PROPOSED WORK. AS DEEMED NECESSARY BY THE ENGINEER OR THE TOWN OF SOUTH WINDSOR. 3. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS. DISCREPANCIES SHALL BE REPORTED TO THE DESIGN 8. CONC - CONCRETE CURB ENGINEER PRIOR TO CONSTRUCTION. 4. IF APPLICABLE, ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH THE REQUIREMENTS OF ALL FEDERAL, STATE, AND LOCAL PERMITS ISSUED FOR THIS PROJECT. -CONNDOT ENCROACHEMENT PERMIT -CONN DEEP STORMWATER DISCHARGE PERMIT jf PAVEJENT , P 317-218-1666 CONTRACTOR: Arco National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 314-963-0715 a y Y no S ao 0 J W1��1'I—tL E 0 I I v N O X n o ^M W �"'I- '>w y c~i U-OUi° -NO' WG:IYNN (A W N�� O` _ N oaDa 00 Z la CC cc W 3 za �a D av (A �N r/ OyC Q � W J Z (30 WF. to J me0 = y LLZ as IL L - F s a M-0 0 �fi mbg� U J J LU N Uj N 0 N {' l.! 2 L CL tz 0 a ~V) w CL 13 ((41) IL ¢ Z EL w LU - 0 Z ¢ U En o iFir - u IL a- In u Q w w Ng O F_ V W wF_ WYW��U W W NCQ IZ >a~v QO Q j Z ZU za~o Q� O J m Z) Z �Za�L3 Cc —ZLA _ Op C7 O W N OC m p Z O Z O U V J Zo Ow (n a a >Z WO � w ul W w In Lul 0 o` n Z Go Z a J a a O N J o a � SHEET C-7 T CL 0 N '°LOT 2 (U.NDER: CO STRUCTION) \ "MAS 7 30" x 30" DO NOT ENTER SIGN AND 24" x 30" EMERGENCY & AUTHORIZED VEHICLES ONLY SIGN // END v CONC r� BEGIN CONC qll�l BIU—SWALE / (V WATER QUA ITY V Z BASIN FOR BAY (UNDER / V 2 CONSTRU .TION) �- END % CONC Bow RDS (SEE SHEET C TYPICAL) ' 75' V[)E:< %lI/Ilfr ti ..CONCRETE DOCK a APRON . \($EE -SHEET C-19) , =O ° Q RAIL FENCE See Sti Fer PROTECTION CONCRETE SLOPED WALL / FOR DOCK RAMP OONCRE�E = BEGIN �/'IN v OCR CONC 5' CONCRETE WALK tf BEGIN_4, / CONC / / / BEGINONC > r = 5' i CEND— \r-5' l/ T5'Q CONC l O - END CONC � s r (SEE SHEET C-20) t PROPOSED 167/763 SF DISTRIBUTION /CENTER 9 x20 WHITE PAINTED / PARKING STALL F.F.=82i.00 (SEE SHEET C-19, TYPICAL) O 4' CONCRETE WAL� & 5' LANDING ApR �FG 4 I Rq SEC gpRO� oo� 0 - 8' CONCRETE WALK (SEE SHEET C-20) FIRE PUMP HOUSE (SEE ARCHITECTURAL PLAN) 4' CONCRETE WALK - & 5' LANDING (SEE SHEET C-20) 0 4' PAVED FIRE LANE / L-(HEAVY DUTY BITUMINOUS CONCRETE PAVEMENT, SEE SHEET C-20) WETLAND MITIGATION AREA /1 r—d11' 0 Q� 0 r- a -r=60' r=40' ?01 4' CONCRETE WALK MAP REFERENCE: EXISTING CONDITIONS INFORMATION SHOWN ON THIS PLAN TAKEN FROM 'PROPERTY & TOPOGRAPHIC SURVEY', SULLIVAN AVENUE & JOHN FITCH BOULEVARD, SOUTH WINDSOR, CT, PREPARED BY DESIGN PROFESSIONALS, INC., DATED 10/27/14, PREPARED FOR SCANNELL PROPERTIES. APPLICANT: Scannell Properties #234, LLC 800 East 96th St., Suite 175 Indianapolis, IN 46240 317-218-1666 PROPERTY OWNER: Scannell Properties #205, LLC 800 East 96th St., Suite 175 Indianapolis, IN 46240 317-218-1666 CONTRACTOR: Arco National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 314-963-0715 A RE AREA OF l^iETL 1, q 7O ± SOIUA & E FEET Old O. 05 f A CFES ^O r I 1 v cc OX0U.)Lnn H O >-O NN a W Wm�a000 C >N � 0, 0, �~ WO:& N 4? MW -_ 066 ° �_ N nnwa�o C Na W cc Z Z� 3 a zw O ; av N �o cccc a W Z � oWN 0� N icc LLZ as co W i J �Ii!B� 4 Ohl v_��- IM -2 �B HOC N S C O U J N LLI N V) LL w u� L 0 LU a CL 0 LU aQ�¢ CL w Z Z coo Z U In z w 0 L0 di IA rm V Nd m 3 m 0 u V w � a (►i � �' � Q � � u Q o LOL V LU 1- = M P Z Z W Z LU >aCo Qo 4JNZ ZV a10 <0 a�== JV) =0 M:Dz i p J PC _ 3 �n - N Z Z N r 0 W 0 1� T m p Z w U y Z O zZ O OP UZ >2 Wa0CL w a W W LLD Q N co d ,- z 0 Z a a o b O N O a J O �� U SHEET C_8 w I �� j \ I ION ET / LOT / (UNDER CO TRU ION 7/ \y 7X5 5.3 ► 1.- 1_4 F"O' r 12?T i I� /d0I I� Pi S 7 � Q x 75.11 0 X 75.36 APPLICANT: Scannell Properties #234, LLC 800 East 96th St., Suite 175 Indianapolis, IN 46240 317-218-1666 a 0101a A AwK61LVAz14.� Scannell Properties #205, LLC 800 East 96th St., Suite 175 Indianapolis, IN 46240 317-218-1666 GRADING NOTES: 1. 'CALL BEFORE YOU DIG" - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDING EXCAVATION AT OR NEAR PUBLIC UTILITIES. CONTRACTOR SHALL CALL (800) 922-4455 AT LEAST 72 HOURS PRIOR TO BEGINNING EXCAVATION. 2. STORM DRAINAGE SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION EFFORT SO AS NOT TO CAUSE FLOODING OF ROADWAYS OR DAMAGE TO PRIVATE PROPERTY. 3. ALL WORK INVOLVING EXCAVATION WITHIN RIGHT -OF --WAY SHALL REQUIRE AN ENCROACHMENT PERMIT FROM THE CONNECTICUT DEPARTMENT OF TRANSPORTATION. NO CONSTRUCTION EQUIPMENT SHALL BE PARKED OR STORED WITHIN THE RIGHT-OF-WAY EXCEPT DURING TIMES OF ACTIVE CONSTRUCTION. NO STEEL PLATES SHALL BE PLACED OVER TRENCHES TO SERVE AS SUPPORT FOR VEHICULAR TRAFFIC. 4. ALL AREAS ON THE SITE SHALL BE GRADED TO PRECLUDE PONDING. STAKED HAY BALES / / 7.25 (TYPICA 7 .GOB v 4 • T.W=77.18� B.W=77.18 \ x ,T.W=81.80 \ 77.18 X B.W=78.00 - 7-q / 81.0 x, a x78.4 PROPOSED 167/,763 SF DISTRIBUTION/CENTER F.F. =84.00 x 78.4 k. Q \ x78.9 ' Q i x 73.8 O 4 x 80.3 i xa0.a GR S VEGETATED CHANNELS � I � � STOCKPILEY SOIL (SEE SHEET C --20) � 1 STAKEb HAY BALI MODIFIED RIP RAP , CHECK\ DAM AT 50' �' Q f / // /Z E RGENCY SPILLWAY MAX ON -CENTER % SILT FENCE ELEV 78.0 I ( � _. �. �� � (TYPICAL) (SEE SHEET C-19, � SHEET C-1� 9. TYPICAL) GRASS VEGETATED EL (SEE SHEE C-20) x79.2 I x79.2 7 / ETATED SWALE W // // EE SHEET C-20) 7 O / x - �.� 76 1�,J / w / �I CONTRACTOR. - Arco National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 yA /` 1 _ 3 IMF Jd3 lJ i 13 1 VEGETATED SWALE (SE SHEET C-20) MAP REFERENCE: EXISTING CONDITIONS INFORMATION SHOWN ON THIS PLAN TAKEN FROM 'PROPERTY & TOPOGRAPHIC SURVEY', SULLIVAN AVENUE & JOHN FITCH BOULEVARD, SOUTH WINDSOR, CT, PREPARED BY DESIGN PROFESSIONALS, INC., DATED 10/27/14, PREPARED FOR SCANNELL PROPERTIES. SEDIMENTATION AND EROSION CONTROL: 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION, AND SHALL BE MAINTAINED OR REPLACED AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE TOWN OF SOUTH WINDSOR. 4. CONSTRUCTION ENTRANCE SHALL BE INSPECTED REGULARLY. STONE SHALL BE ADDED OR REPLACED AS REQUIRED, AND CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS & DRIVEWAYS AS DEEMED NECESSARY. 5 AREAS Tn BE I EFT BARE FOR MORE THAN 15 nAYS SI-IAI I BE TRFA,TED WITH AIR nRIFn WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS, UNTIL FINAL GRADING AND STABILIZATION EFFORTS TAKE PLACE. OPERATIONS & MAINTENANCE PLAN (POST CONSTRUCTION) THE FOLLOWING MAINTENANCE SCHEDULE IS INTENDED TO BE A GUIDE. ADDITIONAL INSPECTIONS AND MAINTENANCE MEASURES SHALL BE REQUIRED FOLLOWING LARGE STORM EVENTS. CTnPKA ('111 VPPT& ALL SUBSURFACE STORM SEWER CULVERTS SHALL BE CLEANED OF DEBRIS ANNUALLY. REMOVE DELETERIOUS MATERIALS AND OVERGROWN VEGETATION FROM AREAS ADJACENT TO INLETS & OUTLETS. PAVEMENT SWEEPING: PAVEMENT AREAS SHALL BE SWEPT BIANNUALLY, (SPRING & FALL). DETENTION BASIN/WETLAND MITIGATION AREA/RIPRAP SWALES/VEGETATED �� SWALES & RIPRAP APRONS: INSPECT BIANNUALLY. REMOVE DEBRIS AND EXCESS SEDIMENT. REARRANGE AND ADD RIPRAP AS NECESSARY. APPLY VECTOBAC G (BTI) OR SIMILAR, LARVICIDE ONCE EVERY TWO WEEKS FROM LATE APRIL THROUGH THE END OF MAY AT A RATE OF ONE TEASPOON PER 100 SQFT OF WATER SURFACE AREA, APPLY VECTOBAC DT (BTI) LARVACIDE TABLETS OR MOSQUITO DUNKS (BTI) ONCE PER MONTH FROM THE END OF MAY THROUGH THE END OF AUGUST AT A RATE OF ONE TABLET OR BRIQUETTE PER 100 / SQFT OF WATER SURFACE AREA. MOSQUITO DUNKS CAN BE PURCHASED LOCALLY. VECTOBAC IS A PRODUCT OF CLARKE, INC 675 SIDWELL COURT AR ST CHARLES, IL 60174 A REA OF NETL 1, q70 IL SCUM RE FEET 0 OR 0. 05 ± A CRES ■ l 3 U n U 1 w Z 1 ao V o I 1 lA }� c O XOIfl1A= >. O � h I� t0 W Wm-ao-o C >N Wliw .�- NW 1 0 00 �- CA%0Zo CL N Z co ao c N C) IX 3 v Za D 0 ; IL CA N �Q vi W J _� C2 t!o 2 - O W 0 v -j .m � as C Vol,mgr �m��2ts r��L�BSho U J N H 10 nC/)N� o F- a CL m CL < z EL W 0 zc z U In z If) m m } o w ad1 iii 1 1 ov v oQ 3 In w u uQ 0 o LL cc V �U WVW�H LU Wa�w �z > QO QjNZZV za�o Qn m -j Z �.1=In JFE Z 44 Z N _ 0 O W N m p p n z N z z m 0 z O U ;= V Q ZZO O O9M a 7 C aQ >v'W 3 LLJ �> Lu O O a W a W W o o � a Ln N N Q L 0 fV 0 00 w ZZO�� p W CO) F- a w O N (� y W 0 0 0 � a U � rn �- SHEET CM10 0 m J 7 T J 111 A "- L.. 11 C ^O 1 i v 0 .O �-0 NN w W Wm�aoa* c >N LL0V mV e1 Fj `� W CL C N 0 H 006- _^ N b aco aco Z_ yo CC J= 3 D Wa Z H 3 <a 0 ; av (A �c M w a W J W �Y N OW V J = y LL= CD y as ■m �' N �� rSFn e Is v y�y���-s5�gg�os F a�W C. 1 U cv) LU 10 O � LL �=�Z w W vi LU Q 0- LU o- w Q .J _ LU 0 0 Z Z co Q U In w 0C a M \ r Ln <� z N z < } W W O U. U LU Lu H W LU V Z Z Z 03 >aP0 Qo 4 —1 z z u z 0 Q0 cc Z �Zot vi Z �A W 0 m Q Q H W 0 (n O Q z Z 0 a: (� 0 Q U � 3 LLJ 0 w a w H W In LO N N 0 N 0% %D ZN O co z oc J ab o N J 0 LU O J U � In SHEET C-ll 81 w J r 4 / --1 / LOT / / (UNDER.- CO TRU TION / '78:0 pUMps� 78.0� 81.9\PS 7.4 K 79.4 \ SEE SITE PLANS FOR 135 SULLIVAN AVENUE FOR CONTINUATION OF FIRE SERVICE 75.3 72.0 UN&RD Alt F.L.=74.0( (TYP. OF 5 FIRE PU 72.0 4 X x 79. 4 �— 7 X x (50.3 ` _ — --� �10"x6" ANCHOR TEE N.J.) ej6k W/GATE VALVi4 � (OPEN LEFT) c4� 0 _ 45' BEND W/CONCRETE THRUST BLOCK (TYPICA ALL BENDS) I 1 x 79.4 I� F� 59 XI 6 UNDE, 1 F.L._ ICAL x S OV C11., 159'-6" UNDFRDRAIN O F.L.=74.00 ROOF DRAIN 1 (TYPICAL) INV.=75.06 \ / 170'-12"RCP brn — Q0 o . (CLASS V) � __ — S=0.011 \ / 10"x6" ANCHOR TEE M.J. / W/GATE VALVE FIRE YDRANT (OPEN LEFT) A SEMBLY j x 79 ^� o x78.4 PROPOSED 167,J63 SF DISTRIBUTION; CENTER x78,4 159'-6" UNDERDRAIN F.F. = 8Z. 00 F.L.=74.00 \ INV.=79.48 / x (5.4 D o 22.5' BEND 0 0 / �\ 80'-12" RCP / \ / ASS V) p �' 22.5' BEND S= . s a 81 ` 10" FIRE SER'VICE---- 90' BEND \ i / i i RE HYDRANT ASSEMBLY \ INV- \ I --10" FIRE\S RVI (TYPI UNDERGROUND ELECTRIC SERVICE 76 > c4� \ \ \ x 79. I /� \A9 / x 79.2 \ \ 90' BEND / �NJ MAP REFERENCE: EXISTING CONDITIONS INFORMATION SHOWN ON THIS PLAN TAKEN FROM 'PROPERTY & TOPOGRAPHIC SURVEY', SULLIVAN AVENUE & JOHN FITCH BOULEVARD, SOUTH WINDSOR, CT, PREPARED BY DESIGN PROFESSIONALS, INC., DATED 10/27/14, PREPARED FOR SCANNELL PROPERTIES. APPLICANT: Scannell Properties #234, LLC 800 East 96th St., Suite 175 Indianapolis, IN 46240 317-218-1666 PROPERTY OWNER: Scannell Properties #205, LLC 800 East 96th St., Suite 175 Indianapolis, IN 46240 317-218-1666 CONTRACTOR: Arco National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 314-963-0715 A IDEA OF NETLA71�4% 1, q ?O ± SQJA l�)E FEET OR 0. 05 -± A CR ES Q) L N a no Q I c m 0 0 0 0- C iu Q O N 0 T 0 V LU K V u. E J %0 N N 2vr:O , 1 c0i !A N C O >-O�nLn Nm W WmFeoao C >N w UF- LL ILL CL: W V) N0 N 0\ _ f� y o CC 3 M =a IL O; I4 ,M H =a W J Z � OW (d o J NLLZ as IM ■Im� LI) U/ 30 a LLy�5 yryxx� 0ryiW F-'41JW LO( �vr GI—C �J � O V J 0 N Il.=�Z � Q' N a 2Z w 0- ¢ `" Q a. w Z 0 Z Q V °z � m m m u '0W U a V. F LO D IT V O Q Q O W he u Q O VUj _ F-- W W �V ccQ W W �Z >QO 4C j Z Z v ago Qn J0 m NZ J p J 3 NZZ�% �tz- 0 0 W m a p w 0 cn o ZZ Q o' w to o CL < U W t= O Iz W C. W 9 W fY W �0 I \ NI T11 \ .l K Z — r4l I O 40 Z a n Q N J o LU b a v U � N �- SHEET C-12 0 L 6 14 LLINV —LL E ^O 1 I v X 0 IInn l^n -N,O �0 NN w W Wm�aoco G In ILLi0Uo o� y mV WI%: ce,NNw a)W 000 0 �_ N N.D.O G. Z OD aOF, co C� 3 v wa Z 0 ; nv wj ' i G HNZ ma ■� w J WN amiL C> J = H as ■� N L �g 45s��o= U J J LU N F- V ON LL W 3: �� N a CL 0 L �¢N¢ a W Z J ¢ Z o0o Z V In r z In > m m V- m o w(" w 1 S2 3 3 3 u 3 O d z IL = a aco in 0m om um 0 o U. V H 0�Ful W..ZZZ L U > Z ><0 4 1 1 ZZV aP <c J � � mDZ CO)n rmm- O p� � a 0 N cc v � Q W CA 3 O 0 w m W W a n. W ~Ql 0 Ln LLn \ o' � �D Z — N Z O 0 Go a IL W a a N U) 0 0 Z a w a .I U � y :- SHEET C-13 0 N ;� 7 ~ LL O 1 I v N C t7 0 I1f 1., O LD JI�n -61 W m LL W w w ' N U: V •� H OC F U. Wdd'0j �j «� CA W _' 000 P N NQ 00 00 c V pp M Z Z� 3 a O ; ILv (j) e H arc a _ W z� WM O V J c W LLZ H as /A ,o o O � � g � o 8- U J J N w10 O LL Lu z w LIJ � W N CL~O a_¢�'Q a W Z J Q Z Z0 Q U z 0 a 0�r IDr w li <� 3 wco i 3 3 < a r m u w 3 ,a. a (h O IB o m o m U m cl o D 0 //�y i m iV W�WF5V cc W W Q a jZ >°-�V¢O of Z Z u Z_�o¢o J G J CC �ZaI--LO-oLa �� a o W N 0° m m y U Z Z Q U OV � Z O O L1.1 w a LU a � � w w 0 Q 0 Q 10 � ZN Z a a W a Q N 0 Z Iji o J� a J U N :- SHEET C-14 F� i m N N J 0 C` ra LANDSCAPE NOTES: I. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE. 2. DEBRIS AND DEAD, UNHEALTHY EXISTING TREES AND INVASIVE SPECIES SHALL BE REMOVED FROM WETLANDS AND RESIDENTIAL LANDSCAPE BUFFER AREAS. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. ALL DISTURBED AREAS TO BE SEEDED WITH LAWN MIXTURE UNLESS OTHERWISE NOTED. 5. PLANTS: ALL PLANTS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD OF NURSERY STOCK." PROVIDE PLANTS TYPICAL OF THEIR SPECIES OR VARIETY WITH NORMAL, DENSELY -DEVELOPED BRANCHES AND VIGOROUS, FIBROUS ROOT SYSTEMS. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS FREE FROM INSECT PESTS, DISEASES, AND PHYSICAL INJURY. ALL PLANTS SHALL HAVE A FULLY DEVELOPED FORM WITHOUT VOIDS AND OPEN SPACES. A. BALLED AND BURLAPPED PLANTS: DIG BALLED AND BURLAPPED PLANTS WITH FIRM, NATURAL BALLS OF EARTH OF SUFFICIENT DIAMETER AND DEPTH TO ENCOMPASS THE FIBROUS AND FEEDING ROOT SYSTEM NECESSARY FOR FULL RECOVERY OF PLANT, PROVIDE BALL SIZES COMPLYING WITH THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK". CRACKED OR MUSHROOMED BALLS ARE NOT ACCEPTABLE. B. BARE -ROOT PLANTS: DUG WITH ADEQUATE FIBROUS ROOTS, COVERED WITH A UNIFORMLY THICK COATING OF MUD BY BEING FUDDLED IMMEDIATELY AFTER THEY ARE DUG, OR PACKED IN MOIST STRAW OR PEAT MOSS. C. CONTAINER -GROWTH STOCK: GROWN IN A CONTAINER FOR SUFFICIENT LENGTH OF TIME FOR THE ROOT SYSTEM TO HAVE DEVELOPED TO HOLD ITS SOIL TOGETHER, FIRM AND WHOLE. C.A. CONTAINER STOCK SHALL NOT BE POT BOUND. G.B. CONTAINER STOCK SHALL NOT BE LOOSE IN THE CONTAINER. D. ALL PLANTS SHALL BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT, FOR AT LEAST ONE YEAR. 6. CONTRACTOR RESPONSIBLE TO WARRANT PLANT MATERIAL TO REMAIN ALIVE AND BE HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF I YEAR AFTER FINAL ACCEPTANCE OF ENTIRE PROJECT INCLUDING DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM NEGLECT BY OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND CONTRACTOR'S CONTROL. 7. CONTRACTOR TO REMOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING WARRANTY PERIOD AT CONTRACTOR'S EXPENSE. REPLACE TREES AND SHRUBS WHICH ARE IN DOUBTFUL CONDITION AT END OF WARRANTY PERIOD, AND EXTEND WARRANTY PERIOD FOR AN ADDITIONAL GROWING SEASON FOR THE REPLACEMENT PLANTS. 8. CONTRACTOR RESPONSIBLE FOR PLANTING UNDER FAVORABLE WEATHER CONDITIONS AND RECOMMENDED SEASON FOR PLANT SURVIVAL AND ESTABLISHMENT. AT OPTION OF, AND UNDER FULL RESPONSIBILITY OF CONTRACTOR, PLANTING OPERATIONS MAY BE CONDUCTED UNDER UNSEASONABLE CONDITIONS, BUT WITHOUT ADDITIONAL COMPENSATION. IF SPECIAL CONDITIONS EXI5T TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. q. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL 15 NOT OBTAINABLE, SUBMIT PROOF OF NON -AVAILABILITY TO OWNER TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. A. ROOT TYPES MAY BE FREELY SUBSTITUTED IN THE CASE OF BALLED AND BURLAPPED, OR CONTAINER GROWN. ALL OTHER SPECIFICATIONS REMAINING UNCHANGED. BARE ROOT OR COLLECTED PLANTS ARE NOT ACCEPTABLE AS SUBSTITUTES WITHOUT RECEIPT OF A CHANGE ORDER. 10. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 11. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH 10%-12% B. COARSE SAND AS NECESSARY C. CLAY LOAM TOPSOILAS NECESSARY D. SOIL AMENDMENTS AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL LESS THAN 10% B. COARSE/MEDIUM SAND 55%-65% C. FINE TO VERY FINE SAND 15%-35% D. SILT 10%-20% E. CLAY 15%-20% 12. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. C. NO SOIL AMENDMENTS OR FERTILIZER SHALL BE USED FOR AREA DISTURBED WITHIN WETLANDS OR CREATED WATER QUALITY BASINS D. CONTRACTOR TO HAVE FERTILIZER MATERIALS DELIVERED IN ORIGINAL, UNOPENED, AND UNDAMAGED CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. STORE IN MANNER TO PREVENT WETTING AND DETERIORATION. E. DELAY MIXING FERTILIZER IF PLANTING WILL NOT FOLLOW PLACING OF PLANTING SOIL WITHIN A FEW DAYS. 13. DAYLILIES AND PERENNIALS SHALL BE INSTALLED AT 24" O.C., UNLESS NOTED OTHERWISE. APPLY 2" OF BARK MULCH, IN AREAS OF GROUND COVER AND PERENNIALS OR OWNER SELECTED ANNUALS. 14. TREES IN EXCESS OF 3" CALIPER SHALL BE SUBJECT TO INSPECTION FOR CONFORMITY TO THE SPECIFICATIONS AND APPROVAL OF LANDSCAPE ARCHITECT AT THEIR PLACE OF GROWTH AND UPON DELIVERY. WRITTEN REQUEST SHALL BE SUBMITTED 10 DAYS PRIOR. 15. CONTRACTOR RESPONSIBLE TO SUBMIT CERTIFICATES OF INSPECTION AS REQUIRED BY GOVERNMENTAL AUTHORITIES. LANDSCAPE MATERIALS TO BE SHIPPED WITH CERTIFICATES OF INSPECTION REQUIRED BY GOVERNMENTAL AUTHORITIES. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS AND CONTRACTOR TO SUBMIT MANUFACTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR FERTILIZER MATERIALS. IG. MOVING AND STORAGE OF PLANT MATERIALS: CONTRACTOR TO TAKE ALL PRECAUTIONS CUSTOMARY IN GOOD TRADE PRACTICE IN PREPARING PLANTS FOR MOVING. WORKMANSHIP THAT FAILS TO MEET THE HIGHEST STANDARDS WILL BE REJECTED. A. SPRAY DECIDUOUS PLANTS IN FOLIAGE WITH AN APPROVED ANTITRANSPIRANT IMMEDIATELY AFTER DIGGING TO PREVENT DEHYDRATION. B. LEGIBLY TAG PLANTS WITH BOTANICAL NAME AND SIZE IN ACCORDANCE WITH THE STANDARDS OF PRACTICE OF THE AMERICAN ASSOCIATION OF NURSERYMEN. C. DIG, PACK, TRANSPORT, AND HANDLE PLANTS WITH CARE TO ENSURE PROTECTION AGAINST INJURY. FULLY PROTECT PLANTS FROM DAMAGE BY SUN, WIND, DROUGHT, WATER AND OTHER INJURIOUS CONDITIONS DURING TRANSPORTATION TO SITE AND DURING TEMPORARY STORAGE BEFORE PLANTING. D. INSPECTION CERTIFICATES REQUIRED BY LAW SHALL ACCOMPANY EACH SHIPMENT INVOICE OR ORDER TO STOCK AND ON ARRIVAL. THE CERTIFICATE SHALL BE FILED WITH THE OWNER. E. NO PLANT SHALL BE BOUND WITH ROPE OR WIRE IN A MANNER THAT COULD DAMAGE OR BREAK THE BRANCHES. 17. A COMPLETE LI5T OF PLANTS, INCLUDING A SCHEDULE OF SIZES, QUANTITIES, AND OTHER REQUIREMENTS IS SHOWN ON THE DRAWINGS. IN THE EVENT THAT QUANTITY DISCREPANCIES OR MATERIAL OMISSIONS OCCUR IN THE PLANT MATERIALS LIST, THE PLANTING PLANS SHALL GOVERN. 18. STOCK FURNISHED SHALL BE AT LEAST THE MINIMUM SIZE INDICATED ON THE DRAWINGS. LARGER STOCK IS ACCEPTABLE, AT NO ADDITIONAL COST AND PROVIDING THE LARGER PLANTS WILL NOT BE CUT BACK TO THE SIZE INDICATED ON THE DRAWINGS. ICI. THE HEIGHT OF THE TREE, MEASURED FROM THE CROWN OF THE ROOTS TO THE AVERAGE HEIGHT OF THE TOP OF THE TREE, SHALL NOT BE LESS THAN THE MINIMUM 51ZE DESIGNATED IN THE PLANT LIST. 20. SHRUBS AND SMALL PLANTS SHALL MEET THE REQUIREMENTS FOR SPREAD AND HEIGHT INDICATED IN THE PLANT LIST. 21. NO PRUNING WOUNDS SHALL BE PRESENT WITH A DIAMETER OF MORE THAN I INCH AND SUCH WOUNDS MUST SHOW VIGOROUS BARK ON ALL EDGES. 22. ANTITRANSPIRANT: PROVIDE PROTECTIVE FILM EMUL51ON PROVIDING A PROTECTIVE FILM OVER PLANT SURFACES; PERMEABLE TO PERMIT TRANSPIRATION. MIXED AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 23. WATER 15 TO BE SUPPLIED FOR PLANTS THAT IS CLEAN, FREE FROM TOXIC AMOUNTS OF SALT, OIL, ACID ALKALI, ORGANIC MATTER OR OTHER SUBSTANCES HARMFUL TO PLANTS. 24. CONTRACTOR TO PRUNE AND REPAIR PLANTS AS FOLLOWS: UNSYMMETRICAL GROWTH OF NEW WOOD. BAG BROKEN DAMAGED AND G 24.A. REMOVE OR GUT K, , , 24.B. MULTIPLE LEADER PLANTS: PRESERVE THE CENTRAL LEADER WHICH WILL BEST PROMOTE THE SYMMETRY OF THE PLANT. CUT BRANCHES FLUSH WITH THE TRUNK OR MAIN BRANCH. 24.C. PRUNE NEEDLE -LEAF EVERGREEN TREES ONLY TO REMOVE BROKEN OR DAMAGED BRANCHES. 25. MULCH TO BE APPLIED AS FOLLOWS: 25.A. AREAS TO RECEIVE MULCH: ALL PLANT BED5 AND OTHER AREAS AS DESIGNATED ON DRAWINGS SHALL BE MULCHED. 25.5. PLACEMENT: PLACE MULCH TO REQUIRED UNIFORM DEPTH SOON AFTER PLANTING TO PREVENT DRYING OF PLANTING SOIL AROUND ROOTS. 25.C. APPLY BARK MULCH TO A UNIFORM DEPTH OF 2 INCHES. 25. D. MULCH SHALL BE 6 MONTHS OLD, WELL -ROTTED, SHREDDED, NATIVE HARDWOOD BARK, NOT LARGER THAN 4" IN LENGTH AND 1/2" IN WIDTH, FREE OF WOOD CHIPS AND SAWDUST. 26. CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF PLANT MATERIALS: o. MAINTAIN PLANTINGS UNTIL FINAL ACCEPTANCE OF WORK. b. MAINTENANCE SHALL INCLUDE PRUNING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE. c. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. RESTORE PLANTING SAUCER AND ADJACENT MATERIAL AND REMOVE DEAD MATERIAL. d. CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER AND SEASON PERMIT. e. WATER PLANTINGS IN A SATISFACTORY MANNER DURING AND IMMEDIATELY FOLLOWING PLANTING, TWICE PER WEEK, OR LESS UNDER NET CONDITIONS, FOR A PERIOD OF FOUR WEEKS OR UNTIL ACCEPTANCE BY OWNER, WHICHEVER 15 LESSER. PROVIDE ADDITIONAL WATERING DURING EXCESSIVE DRY PERIODS DURING THE MAINTENANCE PERIOD AS DIRECTED BY THE OWNER. f. REPLACEMENT OF PLANTS: ANY PLANTS TO BE REPLACED PRIOR TO ACCEPTANCE OF WORK, OR UNDER TERMS OF GUARANTY SHALL BE INSTALLED FOLLOWING PROCEDURES SET FORTH ABOVE. 27. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. 28. LOCATION, SUPPORT, PROTECTION AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 2cl. LANDSCAPE CONTRACTOR SHALL CONTACT CALL BEFORE YOU DIG 1-800-q22-4455 AT LEAST TWO FULL WORKING DAYS PRIOR TO INSTALLATION. 30. LANDSCAPE CONTRACTOR TO REMOVE AND DISPOSE OF ALL CONSTRUCTION DEBRIS FROM SITE PER LOCAL GOVERNING REGULATIONS. 31. CONSTRUCTION SITE IS TO BE IN A CLEAN, ORDERLY CONDITION AT ALL TIMES. 32. ALL REQUIRED PERMITS ARE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 33. LANDSCAPE CONTRACTOR SHALL PROVIDE FINE GRADING WORK FOR THE ENTIRE PROJECT. THIS WILL INCLUDE ALL AREAS TO BE GRASSED OR LANDSCAPED. GRADING MUST PROVIDE PROPER POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND NOT LEAVE ANY POCKETS WHERE STANDING WATER MAY COLLECT. 34. THE LOCATION OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. SEEDING NOTES: I. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE I (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.501-55. PER 1000 S.F. B. SEEDING MIXTURE TYPE II (BASIN SLOPES) RETENTION BASIN WILDLIFE MIX - ERNMX-127 BY Ernst Conservation Seeds, g006 Mercer Pike, Meadville, PA 16335 (800) 573-3321 APPLICATION RATE: 0.50 LBS PER 1,000 S.F., 20 LBS PER ACRE C. SEEDING MIXTURE TYPE IV (SHALE BOTTOM) PERENNIAL RYEGRA55 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE RED TOP 5% OF MIXTURE TURF -TYPE TALL FESCUE 70% OF MIXTURE APPLICATION RATE: 5.00 LBS PER 1,000 S.F. APPLICATION RATE: 20 LBS PER ACRE BASIN SIDE SLOPES SHALL HAVE A MINIMUM OF 6" OF "TRACKED" TOPSOIL UNLESS OTHERWISE NOTED. I. SEED MIXES IN AND AROUND DETENTION BASINS SHALL BE SUBSTANTIALLY ESTABLISHED PRIOR TO DISCHARGING RUNOFF FROM THE STORMWATER SYSTEM. 2. SEEDING OF BASIN SLOPES (SEEDING MIXTURE TYPE II) SHALL BE BY HYDR05EEDING AND HYDRO -MULCHING. ADD AN ADDITIONAL 15% TO SEEDING MIXTURE WHEN HYDRO -SEEDING 15 USED. HYDROMULCH SHALL BE EQUAL TO CONNED 2000 AND APPLIED AT THE RATE OF 1,400LB5. PER ACRE. GRAVEL APRON: I. PROVIDE 4' GRAVEL APRON AROUND ENTIRE PERIMETER OF BUILDING WITH THE EXCEPTION OF PAVED AREAS. 2. GRAVEL SHALL BE 4" DEEP. 3. PROVIDE 10-MIL POLY WEED BARRIER UNDER GRAVEL. 4. PROVIDE PLASTIC LANDSCAPE EDGING AROUND PERIMETER OF GRAVEL NOT ABUTTING THE BUILDING. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN, STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. MARK THE NORTH SIDE OF THE TREE " IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EACH TREE MUST BE PLANTED SUCH THAT EVER POSSIBLE. THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK SET TOP OF ROOT BALL FLUSH TO FLARE IS NOT VISIBLE SHALL BE REJECTED. GRADE OR 25MM-50MM (1'-21 DON'T COVER THE TOP OF THE ROOT BALL HIGHER IN SLOWLY DRAINING SOILS. WITH SOIL. MULCH RING.1800MM (6) DIA. MIN. 2400MM (8') DIA. PREFERRED -� 100MM (4') HIGH EARTH SAUCER �-BEYOND EDGE OF ROOT BALL. ----REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL. 50MM (7) MULCH. DO NOT PLACE REMOVE COMPLETELY IF SYNTHETIC IS USED. MULCH IN CONTACT WITH TREE TRUNK MAINTAIN THE MULCH WEED -FREE FOR IF PLANT IS SHIPPED WITH A WIRE A MIN. OF THREE YEARS AFTER BASKET AROUND ROOT BALL, CUT PLANTING. THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200MM (8') INTO TAMP SOIL AROUND ROOT BALL BASE PLANTING HOLE. FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOESN'T SHIFT. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE 'SOIL IMPROVEMENT DETAILS' NOTES: 1. NO MULCH WITHIN Y OF TREE TRUNK 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. TREE PLANTING DETAIL NOTE: FOR DETAILED REQU RELATED TO THE PLANTII TREE IN THE IMPROVED "TREE PLANTIN LOAMY SOIL -� TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 2 X ROOT BALL DIAMETER Not to Scale -ILL WITH EXISTING SOIL. DY LOAM SOILS, ADD 20% IY VOLUME COMPOSTED JIC MATERIAL TO THE NG SOIL. 1:1 SLOPE ON SIDES OF PLANTING HOLE. VATED OR COMPACTED MOUND UNDER THE ROOT BALL TO PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. NOTES: 1. FOR TREES PLANTED IN NON -RESTRICTED SOIL CONDITIONS. 2. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SQ. M (500 SQ. F7) SOIL IMPROVEMENT DETAIL Not to Scale WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER -14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER -12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. 13MM (0.5") DIAMETER PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN, 2"x2"X8' HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL, PAINT TOP 6' OF STAKES ORANGE FOR VISIBILITY NOTE: ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. TREE STAKING DETAIL (3" CAL. OR SMALLER; Not to Scale WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER -14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER -12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. 13MM (1/2") DIAMETER PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. TURNBUCKLES FOR TREES OVER 150MM (6") CALIPER. 750MM (30") LONG WOOD STAKE FLAGGING OR OTHER 4ARKER ON EACH WIRE. OPTIONAL METAL DRIVE ANCHORS, INSTALLED PER MANUFACTURERS ALL STAKES SHALL BE DRIVEN OUTSIDE DIRECTIONS. THE EDGE OF THE ROOT BALL. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE. ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. TREE STAKING DETAIL (LARGER THAN 3" CAL.' Not to Scale 3" HIGH EARTH SAUCER (TYP.) 2" SHREDDED BARK MULCH (REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 2" SHREDDED BARK MULCH GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOIL MIXTURE (TYP.) BALL DIAMETER r� - + 12" SHRUB & GROUNDCOVER PLANTING DETAIL Not to Scale LANDSCAPE PLANTING SCHEDULE KEY QTY BOTANICAL NAME COMMON NAME SIZE TYPE T REMARKS DECIDUOUS TREES AGFR 13 Acer x. freemanii 'Jeffer's Red' Autumn Blaze Maple 3" cal. B*B PLANT AS SHOWN AROG 5 Acer rubrum 'October Glory' October Glory Red Maple 3" cal. B45 PLANT AS SHOWN AMGR 5 Amelanchier x. grandiflora 'Autumn Brilliance' Autumn Brilliance 5erviceberry 2" cal. B45 PLANT AS SHOWN - CLUMP FORM BENI I Betula nigro 'Heritage' Heritage River Birch 3" cal. B45 PLANT AS SHOWN CKMW 6 COMU5 kousa 'Milky Way' Milky Way Dogwood 2" cal. 545 PLANT AS SHOWN CRCR 3 Crataegus crusgalli var. inermis Thornless Cockspur Hawthorn 2" cal. B4B PLANT AS SHOWN LIST 3 Ligyidambor styrociflua Sweetgum 3" cal. 845 PLANT AS SHOWN MAPF 3 Malus 'Prairie Fire' Prairie Fire Crabapple 2" cal. 646 PLANT AS SHOWN MAST 4 Malus 'Sugar Tyme' Sugar Tyme Crabapple 2" cal. 845 PLANT AS SHOWN QUPA 9 Quercus palustris Pin Oak 3" cal. B*B PLANT AS SHOWN EVERGREEN TREES PILL II Picea glauca White Spruce 8' ht. 545 PLANT AS SHOWN PIPU 25 Picea pungens Colorado Spruce 8' ht. B*B PLANT AS SHOWN P15T 17 Pinus strobus Eastern White Pine 8' ht. 545 PLANT AS SHOWN SHRUBS ARAR 5 Aronia arbutifolia 'Brilliantissima' Brilliant Red Chokeberry No. 3 CONT. 6' O.G. CLAL 8 Clethro alnifolia 'Hummingbird' Hummingbird Summersweet No. 3 CONT. 3' O.C. COSE 5 Cornus sericea Redosier Dogwood No. 3 CONT. 6' O.C. ILVE 5 Ilex verticillato Winterberry No. 3 CONT. 6' O.C., I MALE PER GROUPING IVLH 12 Itea virginica 'Little Henry' Little Henry Sweetspire No. 3 CONT. 3' O.C. MYPE 5 Myrica pensylvanica Northern Bayberry No. 3 CONT. 6' O.C. PIJA 10 Pieris japonica 'Mountain Fire' Mountain Fire Andromeda No. 5 CONT. 6' O.G. RHVI 5 Rhododendron Vi5C05Um Swamp Azalea No. 3 CONT. 6' O.C. BACA 5 Sambucus canadensis Elderberry No. 3 CONT. 6 ' O.C. VAGO 5 Vaccinium corymbosum High Bush Blueberry No. 3 CONT. 6' O.G. VIDE 5 Viburnum dentatum Arrowwood Viburnum No. 3 CONT. 6' O.G. PERENNIALS HESID 14 Hemorocalis 'Stella D'Oro' Stella D'Oro Daylily No. I CONT. 24" O.C. N N t to Q I c m C 0 O D_ C (D V O N s ao Q 0 U >�Omo o I I v N 0 "O IA N C O >-00NK w W W M � 00 00 C Ix cc uu"0 Cv ()' H nv Wa:dC vv- 0)1.1 N 000 0 _ N N "D 10 a Zooao CC NU CC Za 3 _ ZW J Q 0 ; o.t, H "Ca in U) Cca W J Z� C Z H OW (A 2 J = y LL= IM U) ca ■� ~ N i V o Fb w�T� a 154 0 b&N J�qi t �L�S'ttitSi�S" A W L H F NJ O U J J LU IT 0 (A d N LL Z 0 F' W `O N Q a_ ~ 0 Ix w (A ((n ¢ a dLu Z W J Q Z Z coo Q U N z w I!) a wU. m 3 m 33 } u 3 a (M r ¢O I) 0.¢ m a.w o m a. 0 LM O U. cc U_ I_ LU z Z LU Z W a VQO 4J ZZU Za�o<c =-J 0 J = (A Z NZZLA /0 V O W N 00 Z O 1111101 Q 0 O Z O 40 W 0. N a j o �a N W Z aO J �b U H �- SHEET �C-15 E OoOop��o �o 0 00 NOTES: 1. THE LOWER SURFACE OF THE COVER 1-9 AND THE CORRESPONDING UPPER SURFA OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. SECTION A —A 2. SANITARY SEWER MANHOLES SHALL BE CAST IRON COVER EQUIPPED WITH VENT HOLE IN CENTER. MANHOLE COVER N.T.S. A z�°0�3%_Ooa/ ADJUST TO GRADE WITH COURSES OF CONC. BRICK OR CONC. GRADING RINGS (SEE NOTE 1) APPLY FULL DEPTH PAVEMENT OVER FRAMES SEE CAST IRON MANHOLE FRAME & COVER DETAIL VARIES 6" TO 12" • '1 4" g„ 3' '8 ; d • MANHOLE STEP 12" TYP. (SEE STANDARD DETAIL) 1',2',3', OR 4' PRECAST SEE JOINT DETAIL CONCRETE RISER (BELOW) SECTION AS REQUIRED _ 4. 7 4• BITUMASTIC FOR DETAILS, SEE DAMP PROOFING ELASTOMERIC I/2" COUPLING 4'-0" MIN. : - 4'-0" MIN. AND FLEXIBLE - TO JOINT TO JOINT _J/4" MANHOLE SLEEVE 3/4 PIPE D CLASS "A" CONCRETE OR FLOW BRICK MASONRY 4" SELF—CLEANING INVERT 6.� a: �.: d a • . CLASS A CUNCKE I E <.. .uvu.�ry L ,C,L. . 8„ .. • ••• •d • d CAST IRON FRAME 6" MIN. F LAWN / CROSS—COUNTRY TOPSOIL & SOD OR SEEI 4" STREETS / PAVED AREAS dd ° A ° 12 MIN. 1 /2 O.D. PIPE 1/ 2 ODD. PIPE ' 6"� MIN. C O.D. 1' PIPE 1' SECTION IN U 1 ES: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSRAY, PG. VI-54 OF THE TOWN OF SOUTH WINDSOR STANDARD SPECIFICATION MANUAL. 2. FILTER FABRIC SHALL BE NONWOVEN AND SHALL MEET AASHTO M288-00, CLASS 2 APPROVED GRANULAR NON — ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. SAND BLANKET PIPE, AS SPECIFIED FILTER FABRIC PpnvPN1 TPOPPn(`V FILTER FABRIC SEE NOTE OVERLAP MIN. 6" BOTH WAYS STONE 1 •.. i 6" MIN. :'• a S1' 2'-6" 1' PIPE — IN GROUND WATER SANITARY SEWER TRENCH N.T.S. 2 DEGREES MAX. ROUND RUBBER —� GASKET JOINT SPIGOT & BELL REINF. GASKET JOINT DEPTH TO INVERT VARIES SEE PROFILES SOUTH WINDSOR STANDARD FRAME AND COVER ADJUST FRAME TO FIN. GRADE W/ CONC. BRICK OR PRECAST RINGS (6"MIN. TO 12" MAX.) STANDARD STEPS (SEE MISCELLANEOUS MANHOLE DETAIL) ALL JOINTS TO BE POINTED FLUSH AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT CONCRETE OR CONC. BRICK INVERT. 6' 6" OF CRUSHED APPLY FULL DEPTH PAVEMENT OVER FRAMES FINISHED GRADE i uXoo 4'-0" Z w V) —7 $„ i as .' �. /.' d P 3/4" BROKEN TRAPROCK STONE ELEVATION GOLD APPLIED NOTES: NOTES: BITUMINOUS 1. TOP STEP TO BE A MAXIMUM OF 24" SEALER BELOW TOP OF MANHOLE FRAME & 1. WALL THICKNESS SHALL BE COVER ELEVATION. SUFFICIENT TO MEET HS 20 LOADING. } 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING 2. WALL THICKNESS FOR STRUCTURES �F rTI nNI jnINIT CAPACITY SHALL BE SUBMITTED TO THE OVER 10' HIGH IS 12" FOR CONCRETE TOWN ENGINEER FOR APPROVAL PRIOR BLOCK UNITS. INSIDE DIMENSIONS TO INSTALLATION. REMAIN THE SAME. 3. SEE MISCELLANEOUS MANHOLE DETAILS 3. ALL PIPES SHALL BE CUT FLUSH WITH SHEET. INSIDE WALLS. 4. SEAL ALL LIFTING HOLES INSIDE AND OUTSIDE OF RISER SECTION. SANITARY MANHOLE N.T.S. PROPOSED GRADE PAVEMENT SECTION OR LANDSCAPING WARNING TAPE — MIN. 12" MAX. 24" ABOVE PIPE —APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. M2.05 MIRAFI 160N (OR APPROVED EQUAL) FILTER FABRIC, 6" MIN. BOTH WAYS (SEE NOTE) `—BEDDING ON SUI IABLE NA IIVE MA IERIAL OR 3/4" CRUSHED STONE BEDDING IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4" STONE. �.<FILL TO SPRINGLINE OF PIPE WITH 3/4" STONE OR COMPACTED PROCESSED AGGREGATE WHEN USING POLYTHYLENE OR CPP PIPE STORM SEWER TRENCH N.T.S. 6'-4" DIA. STORM MANHOLE N.T.S. /—SEWER MAIN LINE / STANDARD PLUG • LTRENCH LIMIT 90 12" 17/l TTlIAA nr- M A\/f 1Af KIT "JTION RNING TAPE RAVEL BACKFILL ONNDOT FORM 816, M.02.06— RADING 'C' OR APPROVED EQUAL FER FABRIC \CK FILL PER CONNDOT FORM 816, -2 (FINE AGGREGATE) iR FIRE SERVICE �CK FILL PER CONNDOT FORM 816, -2 (FINE AGGREGATE) NOTE: INSTALLATION OF WATER SERVICES SHALL BE IN ACCORDANCE WITH CONNECTICUT WATER COMPANY STANDARD SPECIFICATIONS. WATER & FIRE SERVICE TRENCH N.T.S. 12" 12" ' 100 O I o00 0 0 0 0 �o o •' k; 3' ° BOTTOM OF PAVEMENT SECTION b O . {y, ,3 O O Q O e O ° BEDDING MATERIAL PER CONNDOT, FORM 816, SECTION 10.01.02 ° .9, OR APPROVED EQUAL ° RED WARNING TAPE :D : x N �V _4 .. 0 • Z) , m© NOTE: r t i g °o o° ° o°° INS I ALLA T IUN OF LLLU I RIC SEKVICE SHALL ALL .0 0 COORDINATED WITH EVERSOURCE (FORMERLY CONDUIT ®G o s o° 0o o o CONNECTICUT LIGHT &POWER). I ELECTRIC TRENCH r L I N.T.S. � 12" PIPE, 4AS SPECIFIED STANDARD BEND, SIZE AS REQUIRED STANDARD WYE, SIZE AS REQUIRED 2"x2" WOOD STAKE WITH PLAN OR STEEL 1/4" B'ARTEEL CAP EXISTING GRADE — SAND BLANKET 3' MIN. WARNING TAPE l t 0000°00 E, oo00 ° �o°o 1: •• : Mli�." `.24 '-M'A'X ° RPp� °Oo0 -000 O 8 10, °O0 . o 0 0 0 °° °Oo 00�00_0 ° ° o°o°°° LAJ °°°°°°�, ° °°°°0° ° ° o . ° ° °00 °°°, O „ Z °°° 0 • 0. ° o Z 000 000 0000 °Op°V°°O0 Ooao 0000� 000— o o —+ L O00 000000000 ° ° 000000°000 / cW 0 O 000000 °O°O LI..� c w Ld ° 00Op000 °°00000°0O o00O0 O Q ~ w 3/4" BROKEN TRAPROCK PROFILE BUILDING SEWER N.T.S. 4„ 12" L.=74.00 6"MIN. UNDE SEE BITUMINOUS CONCRETE PAVEMENT SECTION HEAVY DUTY DETAIL (SEE SHEET C-20) SEE BITUMINOUS CONCRETE PAVEMENT SECTION HEAVY DUTY DETAIL (SEE SHEET C-20) 6 PERFORATED HDPE UNLESS NOTED OTH ERWISE IN PLANS CRUSHED STONE PER CONNDOT FORM 816, M.01.01— No. 4 OR APPROVED EQUAL r' N.T.S. APPLICANT: PROPERTY OWNER: Scannell Properties #234, LLC Scannell Properties #205, LLC 800 East 96th St., Suite 175 800 East 96th St., Suite 175 Indianapolis, IN 46240 Indianapolis, IN 46240 317-218-1666 317-218-1666 CONTRACTOR: Arco National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 314-963-0715 i I-LL E0 I 1 y cc 10 U LO In r0 NN (° w DO t0 a0 C W O LLoU I I a, a, H c~ LLLL 7 Ci W 4- d' j1 jl Ooo — V) .D 10 a Q 0000 tl1U 3 0 ma z 3 Ja O 3 U (n \� y Ma ® W J Z - C z F- O W d1 �� 0 J U. z as im /, H N W ,a O J i v 21 W rg3�a y yj ky U J J N W V)V) =Lnz 0 LLU_ w W N (n Q a ° Q z J W Q zo z Qc U V) a w�w�z a M ~ a LA ]L 0 Q ¢ Y o 0 w Y 0 0 U LLLU Uj H z W Z Z Z >CL 0< a �I Z Z — Z:5 0 < 0 a > 0 CC _J C/) J = G m z in Z(4N �Z =L�D 0 0 W N m= 0 z w J U z 0 �o ZoV) OU Z Z wa0 � a a w a w IV, w Q N o � r\ z CA J a W SHEET C-17 a 00 U 0 N �- FINISHED GRADE �tt0 COVER Q I c c 0 N O iZ m �- 6" PVC. o O STANDARD WYE OR 45 DEGREE BEND g' -EXISTING GRADE USE TEE/WYE ELEV.=73.0 qP ELEV.=73.0 U EXISTING GRADE 6" DIAMETER STEEL PIPE FILLED Q� WITH CONCRETE, &WITH ONE COAT — --� z RFD (�XIDF PRIMFR Ar Twn FINISH ELEV. 72.0---__.Lmot- COATS (COLOR PER OWNER). DIRECTION TION OF 6" MIN.a'� 3/4" BROKEN TRAPROCK 2 r 2 NOTES: UNDER BEND O 12" O 1. CLEANOUT REQUIRED EVERY 100 FEET OR EVERY 2 BENDS. O� O� O SLOPE TO DRAIN 2. IF CLEANOUT IS LOCATED IN PAVEMENT OR SIDEWALK, PROVIDE STEEL FRAME �\ AND GRATE. SPECIFICATIONS TO BE APPROVED BY TOWN ENGINEER. CO �� _ �> 24' \/O\� \�/�\/�\�O\�O\�/O/� SANITARY CLEANOUT o 0 0 0 0 0 o D N.T.S. O o p ODIFI RAP p c p p p p p p O CONCRETE BASE 12" MODIFIED RIPRAP 41 0 4" TOPSOIL & GRASS SEED p p NONWOVEN GEOTEXTILE 6" CRUSHED STONE PER (PER, CONNDOT FORM 816, 00 24" CONNDOT FORM 816, SECTION M.08.01.26) 6" L-6-" 3, r M.01.01- No. 4 OR 3 APPROVED EQUAL 0 0 0 0 0 0 0 p O O O O p O O O O O O 6" CRUSHED STONE PER FILTER FABRIC CONNDOT FORM 816, M.01.01- No. 4 OR LEVEL SPREADER BOLLARD APPROVED EQUAL RIPRAP SWALE N.T.S. N.T.S. N.T.S. 12" 48" 12" INFIL.L & COVER RIPRAP WITH 3/4" WASHED ANGULAR STONE (TYPICAL ALL PAVED LEAKOFFS WEST OF DETENTION BASINS & ONLY WITHIN 15' SHELF) I m A I AI� O O O O O O O O O O O i BITUMINOUS CONCRETE CLASS III, -12" FINISHED GRADE j PER CONNDOT FORM 816, 12" MODIFIED RIPRAP SECTION M.04 (PER CONNDOT FORM 816, SECTION M.12.02) PAVEMENT SECTIO R=2°° NONWOVEN GEOTEXTILE (PER CONNDOT FORM 816, "GRANULAR FILL SECTION M.08.01.26) (PER CONNDOT FORM 816, PLACE UNDER GRANULAR FILL SECTION M.02..01) SECTION 6 48' O O O O O O O O O p INFILL & COVER RIPRAP WITH 3/4" WASHED ANGULAR STONE (TYPICAL ALL PAVED LEAKOFFS WEST OF DETENTION BASINS & ONLY o 0 0 0 0 0 /moo 0 0 0 WITHIN 15' SHELF) V MATCH ELEVATION OF GUTTE NOTE: CURB LINE BITUMINOUS CONCRETE CURBING SHALL BE INSTALLED X - _ _ _ _ _ _ X 5' 5' 2' 3' PER CONNDOT FORM 816 SECTION 8.15. „ , r * --t „^„ 5%--_ 4:1/ o 0 0 oC PLAN VIEW 7 4" PAVEMENT SECTION —'— BITUMINOUS CONCRETE LIP CURB SEE BITUMINOUS CONCRETE PAVEMENT _� \ \ Ir�� N.T.S. ACTION HEAVY DUTY DETAIL SHEET C-20 Q 12" PROCESSED AGGREGATE BASE SEE BITUMINOUS CONCRETE PAVEMENT SECTION v �� FLARED END HEAVY DUTY DETAIL (SHEET C-20) 6" GRANULAR FILL v� FL SEE DETAIL (PER CONNDOT FORM 816, 4 SECTION M.02.01) 12" MODIFIED RIPRAP— 2 \ (PER CONNDOT FORM 816, ® SECTION M.12.02) � ` S NONWOVEN GEOTEXTILE PROPERTY OWNER: i ELEVATION SECTION NE)OT FOR 816, APPLICANT: • FILTER FABRIC PLACE UNDER GRANULAR FILL SECTION X—X (MIRAFI 140N O.A.E.) Scannell Properties #234, LLC Scannell Properties #205, LLC 18" INTERMEDIATE RIP RAP 6" GRAVEL 800 East 96th St., Suite 175 800 East 96th St., Suite 175 NOTE: olis, IN 46240 ADDITIONAL PAVED LEAKOFFS SHALL BE INSTALLED TO CONVEY ANY CONCENTRATED FLOW FROM PAVED LOADING/PARKING AREAS INTO Indianapolis, 1N 46240 Indianapolis, DETENTION BASINS WHERE NECESSARY TO PREVENT EROSION OF BASIN SIDE SLOPES. DETERMINATION SHALL BE AT THE DISCRETION OF 317-218-1666 317-218-1666 STORM SEWER OUTLET PROTECTION/PREFORMED SCOUR HOLE THE ENGINEER AND/OR TOWN OF SOUTH WINDSOR STAFF. PAVED LEAKOFF CONTRACTOR: Arco National Construction Company, Inc. N.T.S. N.T.s. 900 North Rock Hill Road St. Louis, MO 63119 314-963-0715 PIPE DIAM. A B C D E F G H WT RIP -RAP IN TONS 15" 10' 7' 1-1/2' 1' 1' 4-1/2' 1-1 /2' 3' 6 18" 12' 8' 2' 1' 1' 5' 2' 4' 8 21" 13' 9' 2-1/2' 1-1/2' 1 7' 2-1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1 /2' 1' 8' 2-1/2' 5-1/2' 15 30" 20' 13' 3' 2' 2' 9' 3' 6' 22 36" 22' 16' 3-1/2' 2' 2' 9-1 /2' 3-1/2' 7' 33 W�V I—LL >_ Q X O O N m o ILLiQUo,o, �v W Cl 0 Ci �j 2 U) W -_' 000 ° _ N Q000000 C Z 3 a LU z �W ; av 0 Iw 0 z yr �. Q W J z � W C~A O V J N LLz as ■� La WL O 9_�� N i U J J N LULU O �n LLLLJ QCY� v� LU 0- 1— ¢ CL CL w Q 0 ¢0 z U V) O Z U 0, In ui l\[S 111.1]C r u > a Y m w Y a Ch 0 In o¢ o¢ u¢ O LOL cc U LLJ ZZLU >°a-�'v<0 Q J Z Z U z a l— o < c O y = I J�_ICc MZaI— (/) — Z L _ 00 0 O W N m p z w J U Z O ZoV, 002 Z Wa0 � a o! w a Q w Q w fx Ln a Q "I to Z U) R H W SHEET C-18 \z__1/ V 24' 1" RADIUS PAVEMENT SEE DETAIL 6" 'C' 'ACCESSIBLE PARKING SIGNS' CLASS CONCRETE CT DOT M.03.01 O O O f O O O O O O VAN ACCESSIBLE co O O O �- 2" U-CHANNEL POST _ - - OQ O Q O Q a 000000 TER CONCRETE #4 REBAR FULL LENGTH 6" o O O O O O O 0 0 0 PAVEMENT BOLLARD 41 6j) 0 0 0 /2" EXPANSION JOINT Nam, e--► F 000000 00000 NOTE: 0 v 0 v 0 v FIBERS USED IN GEOTEXTILE O O O O SHALL BE 85% BY WEIGHT „ „ „ ,_., POLYPROPYLENES, POLYESTERS, 12" DIAMETER CONCRETE POLYAMIDES, POLYETHYLENE, FOUNDATION U STREET POLYOLEFINS, OR PROCESSED_ AGGREGATE BASE -A Q POLYVINYLIDENE-CHLORIDES. iCOMPACTED SUBGRADE EXISTING PAVEMENT 9i O N rn V) N J IL 0 N rn s m M i U T J I" L7 N.T.S. SAW CUT AND SEAL JOINT WITH TACK COAT 2" (COMPACTED) CLASS 2 OR CLASS 1 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) j 2" (COMPACTED) CLASS 1 BITUMINOUS CONCRETE BINDER COURSE (OR MATCH EXISTING, IF GREATER) ' • CTDOT FORM 816, SECTION M.04 F2" (rr)KAPA( TP-n) PR(1(:Fggp-n TRAPR(1(-K •� BASE.vCTDOT FORM 816, SECTION M 05.01. 6" (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02-GRADE, B (OR PROCESSED TRAPROCK) 12" 12" _ MIN. TRENCH MIN. WIDTH VARIES SEE TYPICAL NOTES: TRENCH SECTION 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATERIALS ARE TO MEET CONNDOT FORM 816, AS AMENDED. PERMANENT PAVEMENT PATCH N.T.S. 1. SET POSTS AND EXCAVATE A 6%6" TRENCH UPGRADIENT OF POSTS. ANGLE POSTS 5° UPGRADIENT ,_POST 3. ATTACH GEOTEXTILE TO WOOD POSTS AND EXTEND INTO TRENCH. FILTER FAE 2. STAPLE GEOTEXTILE TO POST SILT Ff 4. BACKFILL TRENCH AND COMPACT EXCAVATED SOIL. )MPACTED BACH SILT FENCE N.T.S. CONSTRUCTION ENTRANCE N.T.S. SEE DETAIL 'ACCESSIBLE PARKING SIGNS' (TYPICAL) VAN ACCESSIBLE PARKING LAYOUT ADA PARKING LAYOUT ACCESSIBLE PARKING LAYOUTS N.T.S. ore x ACCESSIBLE PARKING SIGN POST N.T.S. 12" 00 HANDICAPPED PARKING STATE PERMIT REQUIRED VIOLATORS WILL BE FINED WHITE TEXT AND BORDERS BLUE BACKGROUND VAN ACCESSIBLE ADA PARKING SIGN AGE NOTE: SIGNS SHALL BE 18 GAUGE FLAT SCREENED ALUMINUM. ACCESSIBLE PARKING SIGNS N.T.S. SECTION 3.04 �Urvlrr-�11, I �u wuvler�u� 1. CONSTRUCTION JOINTS TO BE FORMED AND DRILLED FOR 1" DOWELS 12" ON CENTER. 2. DISTANCE BETWEEN SAW CUTS SHALL NOT EXCEED 15' EACH WAY. 3. CONTROL JOINT DESIGN SPACING SHOULD AVOID LOCATIONS UNDER TRAILER LANDING GEAR. 4. POURS SHALL BE NO MORE THAN 75' LONG CONTINUOUS. CONCRETE DOCK APRON & DOLLY PAD N.T.S. a ,n 1. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR AND THE OWNER SHALL CONDUCT A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR AND ENGINEER. 2. STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING. 3. INSTALL CONSTRUCTION ENTRANCE AT DRIVEWAY WITH SULLIVAN AVENUE. 4. CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRUBBING. MAINTAIN ALL EROSION CONTROL DEVICES DURING CONSTRUCTION EFFORT. 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE. POSSIBLE STOCKPILE LOCATIONS ARE SHOWN ON THE SITE PLANS. HOWEVER, LOCATIONS SHALL BE DETERMINED BY CONTRACTOR WITH APPROVAL BY THE ENGINEER & TOWN OF SOUTH WINDSOR. RING SOIL STOCKPILES WITH SILT FENCE. ESTABLISH VEGETATION ON ALL DISTURBED SOIL THAT WILL REMAIN EXPOSED FOR LONGER THAN 30 DAYS. REFER TO LANDSCAPE PLANS FOR TEMPORARY SEEDING REQUIREMENTS. 7. CONSTRUCT AND STABILIZE DETENTION BASIN INCLUDING OUTLET STRUCTURE, AS SHOWN ON THE PLANS, PRIOR TO CONSTRUCTION OF STORM DRAINAGE SYSTEM. NO STORMWATER SHALL DISCHARGE TO THE DETENTION BASIN UNTIL THEY ARE STABILIZED WITH VEGETATION, OR EROSION CONTROL MATTINGS. 8. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR HYDRO SEEDING. 9. INSTALL STORM DRAINAGE SYSTEM. PROTECT PAVED LEAKOFFS WITH HAYBALES. 10. INSTALL PAVEMENT, SIDEWALKS, CURBING, TOPSOIL, GRASS SEED, AND MULCH. 11. AFTER ALL SITE WORK IS COMPLETED, INCLUDING THE SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL RIPRAP SWALES, LEAKOFFS, VEGETATED SWALES, STORM CULVERTS, AND THE WETLAND MITIGATION AREA.. 12. AT ALL TIMES DURING THE CONSTRUCTION EFFORT, THE CONTRACTOR SHALL HAVE AVAILABLE THE APPROPRIATE EQUIPMENT FOR WATER APPLICATION FOR THE PURPOSES OF ALLAYING DUST. THE APPLICATION OF WATER SHALL BE ENGAGED AT THE DISCRETION OF THE ENGINEER AND THE TOWN OF SOUTH WINDSOR'S ENVIRONMENTAL PLANNER IF NECESSARY. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADJACENT ROADWAYS, (BOTH PUBLIC & COMPLETED PORTIONS OF THE PROJECT) FREE FROM ACCUMULATED DUST AND DIRT. STREETS SHALL BE SWEPT CLEAN AT ALL TIMES. 14. ALL WORK SHALL BE IN CONFORMANCE WITH THE CONNECTICUT DEEP STORMWATER GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTEWATER FROM CONSTRUCTION ACTIVITIES ISSUED FOR THIS PROJECT. ESTIMATED CONSTRUCTION START DATE - SUMMER 2015 ESTIMATED COMPLETION DATE - SPRING 2016 SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, ALL EROSION CONTROL DEVICES SHALL BE INSTALLED IN CONFORMANCE WITH THESE PLANS. 2. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE TOWN OF SOUTH WINDSOR. 3. CONSTRUCTION ENTRANCE SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE SHALL BE ADDED OR REPLACED AS REQUIRED. CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS. 4. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION TAKES PLACE. 5. ALL DISTURBED SLOPES EXCEEDING A 3:1 SLOPE SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 6. CONTRACTOR SHALL CLEAN STORM CULVERTS, AND ALL STORM RUNOFF SWALES AS REQUIRED DURING CONSTRUCTION. 7. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 8. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. 9. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE. APPLICANT: PROPERTY OWNER: Scannell Properties #234, LLC Scannell Properties #205, LLC 800 East 96th St., Suite 175 800 East 96th St., Suite 175 Indianapolis, IN 46240 Indianapolis, IN 46240 317-218-1666 317-218-1666 CONTRACTOR: Arco National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 314-963-0715 w N IT I- tL E 0 0 S S Q 0 LO N� c O > OoN ro W Vim►-°°°° '0>us LL.�U�a y NICLL N' WSLW'fV NZ 0W 000 ° N Q00ao CC NV Z Nr pC Za Z) 3 ja O a c� N �o � Wa W J Nl z Z N- oW T) Me V J uLL. Z as U) cc ■t• H y coo J �i i1 U 108. 1% -8'9 '�r��� �tg v� r1- a.�w� Lod' H 8 U J LU N � Nn LL =N- o %0wS!2 0< 0 < z a w Q z0 ? U Nn z 'w� Ln ,- > m Z U m m o w a M 6 in a Q O Q U Q C O LL x U W �d W D U Z Z Z >a�vQo Q J y Z Z U z:5P0<cz J=ff>J�NZ V)ZZN�= O ® D a O W N m= 0 z w U dJ z 0 �o z z v, O 0 N- Z J w / U LU w �- � a a w a 0 w 0 w w to w a o � o � N. O .- Z R H W SHEET C-19 0 U 0 T J 1-1/2" 1-1/2"—CLASS II BITUMINOUS CONCRETE SURFACE COURSE PER CONNDOT FORM 816, SECTION 4.06 2-1 /2"—CLASS I BITUMINOUS CONCRETE BINDER COURSE PER CONNDOT FORM 816, SECTION 4.06 12" PROCESSED AGGREGATE BASE PER CONNDOT FORM 816, SECTION 3.04 COMPACTED SUBGRADE BITUMINOUS CONCRETE PAVEMENT SECTION HEAVY DUTY N.T.S. 1-1/2"—CLASS II BITUMINOUS CONCRETE BASE COURSE PER CONNDOT FORM 816, SECTION 4.06 1-1/2"—CLASS I BITUMINOUS CONCRETE SURFACE COURSE PER CONNDOT FORM 816, SECTION 4.06 8" PROCESSED AGGREGATE BASE PER CONNDOT FORM 816, SECTION 3.04 COMPACTED SUBGRADE BITUMINOUS CONCRETE PAVEMENT SECTION STANDARD DUTY N.T.S. RADIUS — 1 1 /2"- CURB REVEAL VARIES (FLUSH TO 6") UMMY GROOVE 6" 5" "-4000 PSI CONCRETE SIDEWALK 1-1 /2" 1-1 /2" 1. aaaaa11 aa .a16aanaa Qa°�"`' <1 <1a� n 0 O °e O ° ° °O• O o° 0p° °00 o 00,° O p0°00�• QOo 0 O�e QOo 7 O O O O • o Ope v � 0 °° o ° 8" GRANULAR FILL PER CONNDOT FORM 816, SECTION 2.13 NOTE: CONCRETE SURFACE TO BE SCORED AT 5' INTERVALS WITH BROOMED (TRANSVERSE TO SIDEWALK LENGTH) FINISH. CONCRETE WALK AND CURB N.T.S. 3• � 24" 12" TYP. 10' SEED MIX (SEE LANDSCAPE PLAN) 4' 1 12" TOPSOIL VEGETATED SWALE N.T.S. NONWOVEN GEOTEXTILE (PER CONNDOT FORM 816, SECTION M.08.01.26) 24" WIDE CONCRETE LEAKOFF SLOPED AT 1 /2": 1' FROM SIDEWALK TO CURB SHALL BE PROVIDED TO ALLOW STORM WATER TO DRAIN FROM THE SIDEWALK AT LOW POINTS WHERE THERE IS NOT AN ADJACENT DRIVEWAY OR HANDICAP RAMP. ITUMINOUS CONCRETE CURB VARIES 15' 4' MIN. 5' ■-i 5' 5' VARIES 4' MIN. 2" ASPHALTIC 1 TOOLED JOINTS WITH — EXPANSION JOINT MATL. DEPTH 3/8" (TYP.) RIGHT OF WAY (TYPICAL) -NOTE: DOWELS SHALL BE PLACED AT CONSTRUCTION JOINTS AND WHERE NEW CONCRETE MEETS EXISTING CONCRETE (SEE DETAIL). MEET TOP OF CURB OR EDGE OF PAVEMEN IF NO CURB EXISTS BIT. CURB 1 /2h 1 /2" ASPHALT EXPANSION JOINT FILLER VARIES 6" 1 /2":1' 4 " TOPSOIL & SEED a5"OR8" VFiRICJ 1 �� MATCH EXSISTING GROUVD �J PRIES 1/4": 1' J.- I MAX. RESIDENTIAL 4 " TOPSOIL & SEED 4" PROCESSED AGGREGATE MEET GRADATION OF M5.01.1 5" CONCRETE SIDEWALK (8" CONCRETE AT DRIVES W/ 6"x6"X 10/10 WIREMESH) 5 8" SMOOTH METAL DOWEL D PPED IN LIQUID ASPHALT EXPANSION JOINT NOTE: ALL CONCRETE FOR SIDEWALKS SHALL BE CLASS 'F'. MEET CONNECTICUT D.O.T. SPECIFICATIONS. REFER TO FORM 816. CONCRETE SIDEWALK N.T.S. c" nr- o" z" c` rnAIC nnvoo STANDARD RIP RAP STONE CHECK DAM n" ni nor+ n f']ITI i�ur.ini icy nr�ninnr-rr 2» 6" PROCEJJL_u /1V VI\L_V Li ri o)L_ PER CONNDOT FORM 816, SECTION 3.04 f 2» MULTI —MODAL PATH N.T.S. APPLICANT: PROPERTY OWNER: Scannell Properties #234, LLC Scannell Properties #205, LLC 800 East 96th St., Suite 175 800 East 96th St., Suite 175 Indianapolis, IN 46240 Indianapolis, IN 46240 317-218-1666 317-218-1666 CONTRACTOR: Arco National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 314-963-0715 Q 0 z �- � ~m Q � I— LL O (1)Q ° I I v LP I� C O >-o°NN LU m °° co N w O U, r o > cc I- °, o, " LL U W O_� OON N w N W _ O ° N co co NU W C z t=— 3 Q lu o• O 3 aU (n N c !w N 2 �0 ac a W J N z O W N V J �_ = y LLZ yas cc y .a i �SSs_ odd m o as� s2 U LU N w N N d' U_ z Q � LL 0aV)Q Uj z n w J Q Q z z co Q U V) o Z � m m m U 'Q a M ,- tii Ln o LO Z o Q i o Q o w u u Q 113 LU I — cc ZZ) P Z Z CLu 0><L0 a J U)Z z V Zal—OQ� o >: T! _� N J in J �Z4H� U) -ZLp _ 20 ~ 0 o W N m Z 0 LU LY w Q d z a H Ill 0 SHEET C-20 EXISTING GRADE ELEV.=80.0± 12" PERFORATED HDPE W/PUMP AT BOTTOM 3/8" PEA STONE BASE BOTTOM OF WATER QUALITY BASIN ELEV.=74.0 b ELEV.=72.0 W PUMP INTAK N. L0 0 N N V 0 J f;. I�30. PROTECTION S TEMPORARY BERM NOTES: ELEV.=76.0 HAYBALES AROUND PERIMETER OF SEDIMENTATION BASIN AT OUTLET ELEVATION. ELEV.=74.0 1. DEWATERING SKETCH SHOWN FOR SITE'S PRIMARY DETENTION BASIN. SIMILAR SHALL BE CONSTRUCTED FOR BASIN ON EAST SIDE OF PROPOSED BUILDING. TEMPORARY MODIFIED RIP RAP DAM. (CT. [D.O.T. M.12.02) / 2. PUMP DISCHARGE SHALL BE DIRECTED TO SILTATION BASIN. WELLPOINT LOCATIONS SHALL BE DETERMINED BY CONTRACTOR M P AS REQUIRED. 3. FILTER SOCK SHALL BE INSTALLED AT PUMP DISCHARGE. TEMPORARY SILTATION BASIN DETENTION BASIN EXCAVATION N.T.S. APPLICANT: PROPERTY OWNER: Scannell Properties #234, LLC Scannell Properties #205, LLC 800 East 96th St., Suite 175 800 East 96th St., Suite 175 Indianapolis, IN 46240 Indianapolis, IN 46240 317-218-1666 317-218-1666 CONTRACTOR: Arco National Construction Company, Inc. 900 North Rock Hill Road St. Louis, MO 63119 314-963-0715 a, L t0 Q) Cz Cz 11 s a� Q C C U C c v d C d C a v Q C C R C- c C L wr.vt—U- E O o M QXOO �� H O N N is I in -w co c F LLOvrnrn M� Wa: Q N N N W O O O o N (A .o .o a Qc0 co NV Z ) z pC 3 a aLU 0 A. v N � y G �w0 W J � W Cz ZF O W fA C Y+ LL Z C cc Q ■i h lA /p c O W " J O V h %% c F A[ ak 0 a NNh k B E b � 4 . '¢¢ �5 cyxombos4 ��-... S.- a U J J N w un v (A d LL Z �� LIJ fL Q '�f' Q a w Z Q J Q Z Z 00 Q U V) O Ln r r r m w� a A a M �Z 0 LA o Q z o Q u V Q 0 ® �-- ® U LL U wYt��U zZzZ >CL 0<0 Q�yZzU O > O a = J Q ocn�mDz � z Ln (J)—ZLI) ®p (5 O W U) m Z O w W I— Q 0 Z N R W SHEET .C-21 ARRRF\/IATIONS I FGFND AFF ABOVE FINISHED FLOOR HM HOLLOW METAL ACOU ACOUSTICAL IMP INSULATED METAL PANEL ADA AMERICANS WITH DISABILITIES ACT IN INCH ADJ ADJACENT I\IT IIV 1 I\I Tt-Tll /1Tl INV 111RIOR ALUM ALUMINUM JAN JANITOR ALT ALTERNATE MAINT MAINTENANCE APPR APPROVE, APPROVED MAT'L MATERIAL APPROX APPROXIMATE MAX MAXIMUM ARrH ARCHITFCT ARCHITF(vTl1RAI AAFC p MECHANIC, MECHANICAL A/E ARCHITECT/ENGINEER MTL METAL AVG AVERAGE MEZZ MEZZANINE BD BOARD MIN MINIMUM BLVD BOULEVARD MISC MISCELLANEOUS BLKG BLOCKING MTD MOUNTED BLDG BUILDING N/A NOT APPLICABLE BMD BOTTOM OF METAL DECK NTS NOT TO SCALE CPT CARPET OC ON CENTER CLG CEILING OPP OPPOSITE CT CERAMIC TILE OH OVERHEAD rnnl UUL nnI I n°NI I.ULUMIV r11 .., F'LHM PI ACTI(' I AAAINIATF CONIC CONCRETE PLBG PLUMBING CMU CONCRETE MASONRY UNIT CONTINUOUS, PREFAB PREFABRICATE, PREFABRICATED PREFINISH, CONT CONTINUE PREFIN PREFINISHED CJ CONTROL JOINT, CONSTRUCTION JOINT PT PRESSURE TREATED CORR CORRIDOR QTY QUANTITY DTL DETAIL REF REFERENCE DIM DIMENSION REINF REINFORCE, REINFORCED,REINFORCING DR DOOR REQ'D REQUIRED DN DOWN Rp ROOF DRAIN DS DOWNSPOUT SCH SCHEDULE DWG DRAWING SIM SI "'ILAR ELEC ELECTRIC, ELECTRICAL SHT SHEET ELEV ELEVATION SC SOLID CORE EMER EMERGENCY STC SOUND TRANSMISSION COEFFICIENT EQ EQUAL SPEC SPECIFICATION EQUIP EQUIPMENT SF SQUARE FOOT, SQUARE FEET STAINLESS EXIST EXISTING SS STEEL EJ EXPANSION JOINT STD STANDARD EXT EXTERIOR STD STEEL EIFS EXTERIOR INSULATION FINISH SYSTEM STR STRUCTURE, STRUCTURAL TEMPORARY FIN FINISH, FINISHED TEMP THICK, THICKNESS T A 1 FIP FOAM IN PLACE TH 1 rIn I ►rIWHL FE FIRE EXTINGUISHER TYP UNLESS NOTED OTHERWISE FEC FIRE EXTINGUISHER CABINET LINO VERTICAL FL FLOOR, FLOORING VERT VESTIBULE FT FEET, FOOT VEST VINYL COMPOSITION TILE FTG FOOTING VCT VINYL WALL COVERING GA GAGE, GAUGE VWC WATER HEATER GALV GALVANIZED WH WITH GC GENERAL CONTRACTOR W/ WITHOUT GL GLASS, GLAZING W/0 WOOD GYP GYPSUM WD HT HEIGHT BEST MANAGEMENT PRACTICES THE CONTRACTOR/OWNER SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS FOLLOWS: SOLID WASTE MANAGEMENT : PAINT & PAINTING SUPPLIES PROVIDE DESIGNATED WASTE COLLECTION AREAS AND PROVIDE PROPER STORAGE, USE AND CLEANUP OF CONTAINERS. CLEAR SITE OF TRASH. MATERIALS. MATERIAL DELIVERY AND STORAGE VEHICLE FUELING, MAINT. AND CLEANING PROVIDE A DESIGNATED MATERIAL STORAGE AREA; IF NEEDED, PROVIDE A DESIGNATED FUELING AREA WITH A SECOND PROVIDE A SECOND CONTAINER CONTAINER. CONCRETE WASTE HAZARDOUS WASTE MANAGEMENT: PROVIDE A DESIGNATED AREA TO BE USED FOR CONCRETE TRUCK PREVENT THE DISCHARGE OF HAZARDOUS WASTE WASH -OUT IF NEEDED.AT POLLUTANTS INTO THE STORM DRAIN SYSTEM. NO TIME SHALL RUN-OFF ENTER THE STORM DRAINS. SYMBOLS LEGEND 5 DWG TITLE REVISION MARK 2Q REVISION NUMBER DRAWING TITLE A2.1 SCALE. 1/4 -1 0 DIRECTION OF NORTH DETAIL NUMBER PLAN TITLE PLAN TITLE DETAIL 5 r A7.1 SCALE: 1/4" = 1'-01, SHEET DETAIL IS SHOWN DIRECTION SECTION NUMBER DIRECTION OF CUT OF VIEW ELEVATION NUMBER 5 EXTENT OF CUT 5 SECTION A7.1 BETWEEN DOTS ELEVATION A7.1 SHEET SECTION SHEET ELEVATION IS SHOWN IS SHOWN FRAME / OPENING FRAME / OPENING 101 WINDOW DESIGNATION 01 WINDOW NUMBER DESIGNATION LETTER OR NUMBER GLAZING DESIGNATION O GLAZING LETTER KEYNOTE DRAWING NOTE NUMBER ROOM NAME ,�-ROOM NAME WALL TYPE a -TYPE / NUMBER DESIGNATION ## - #ROOM NUMBER �- PARTITION REFERENCED LOCATION MAP Dry, srOt:'k g nt; <fr 41 IIS16 Aldi: distribution Center a 'PIP, CA a Maneeley's Banquet I and Catering 4 3 M � ,k,. j nL" PRnJFr.T DATA I PROJECT DESCRIPTION I IIIIIINEW 167, 763 IUIAL SQ F I CULD SIURAVE FACLY IVCLUDNU � 23,658 SQ FT FREEZER, t 8,743 SQ FT COLD DOCK, f 127,990 SQ FT DRY WAREHOUSE W/ t 7,372 SQ FT OF OFFICE SPACE LOCATED AT 175 SULLIVAN AVENUE, SOUTH WINDSOR, CONNECTICUT BUILDING CODE INFORMATION STATE BUILDING CODE: 2005 CONNECTICUT BUILDING CODE THE 20D5 STATE BUIDDLNG CVDE IS CVI,YIPRI - OF TII-NIB F�LLnWI�IG pfll�`IIAAFKIT- BUILDING CODE: 2003 INTERNATIONAL BUILDING CODE FIRE CODE: 2003 INTERNATIONAL FIRE CODE ELECTRICAL CODE: 2005 NATIONAL ELECTRIC CODE NFPA 70-2005 PLUMBING CODE: 2003 INTERNATIONAL PLUMBING CODE MECHANICAL CODE: 2003 INTERNATIONAL MECHANICAL CODE ACCESSIBILITY: ICC/ANSI A117.1 - 2003 w/ CONNECTICUT AMENDMENTS ENERGY CODE: 2009 INTERNATIONAL ENERGY CONSERVATION CODE PROJECT CODE DATA USE GROUPS - CHAPTER 3, SECTION 304 AND SECTION 311.3 SEPERATION: NONE USE GROUPS: B (BUSINESS) AND S-1 (STORAGE) ALLOWABLE AREA - CHAPTER 5, TABLE 503, SECTIOON 507 ALLOWABLE AREA: UNLIMITED PER SECTION 507 PROPOSED AREAS: NORTH OFFICE AREA (B): 6,242 SF DOCK OFFICE AREA (B): 1,130 SF WAREHOUSE (S-1): 160,391 SF TOTAL AREA: ALLOWABLE HEIGHT - CHAPTER 5, TABLE 503 ALLOWABLE BUILDING HEIGHT: ACTUAL BUILDING HEIGHT: CONSTRUCTION TYPE - CHAPTER 6. TABLE 601 PROPOSED: STRUCTURAL FRAME BEARING WALLS (EXTERIOR) BEARING WALLS (INTERIOR) NON -BEARING WALLS FLOOR CONSTRUCTION ROOF CONSTRUCTION FIRE PROTECTION SYSTEM - CHAPTER 9 FULLY SPRINKLED OCCUPANT LOADS - CHAPTER 10. TABLE 1004.1.2 167,763 SF 4 STORY - 55-0" 1 STORY - 39'-9" TYPE 116, NON-SEPERATED 0 HOURS 0 HOURS 0 HOURS 0 HOURS 0 HOURS 0 HOURS USE GROUP RATIO USE GROUP SF B - NORTH OFFICE 1/100 SF 6,242 SF B - DOCK OFFICE 1/100 SF 1,130 SF S-2 WAREHOUSE 1/500 SF 167,763 SF TOTAL MAXIMUM OCCUPANTS: OCCUPANT LOAD 63 PERSONS 12 PERSONS 336 PERSONS 411 PERSONS EGRESS DATA - TABLE 1005.1, SECTION 1013.3. TABLE 1014.1, TABLE 1015.1 (AMD) REQUIRED DOOR WIDTH 411 X 0.2" = 82.2" PROVIDED DOOR WIDTH 11 EXITS 34" EA = 374" SPACES WITH ONE MEANS OF EGRESS (B OCCUPANCY) 50 OCCUPANTS MAX MAXIMUM TRAVEL DISTANCE FULLY SPRINKLED 250'-0" (S-1 OCCUPANCY) 300'-0" (B OCCUPANCY) PLUMBING SYSTEMS - CHAPTER 29, TABLE 2902.1 WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS CLASSIFICATION: S-1 MEN - 168 1/100 = 1.68 1/100 = 1.68 OCCUPANTS: 336 1/1,000 = 0.17 SEE NOTE #1 WOMEN - 168 1/100 = 1.68 1/100 = 1.68 1 PER 25 1 PER 40 (1ST 50) = 0.64 (1ST 50) = 0.8 MEN - 32 1 PER 50 1 PER 80 CLASSIFICATION: B OCCUPANTS: 63 (> 50) = N/A (> 50) = N/A 1/100 = 0.63 SEE NOTE #1 1 PER 25 1 PER 40 (1ST 50) = 0..64 (1ST 50) = 0.8 WOMEN - 32 1 PER 50 1 PER 80 (> 50) = N/A (> 50) = N/A 1 PER 25 1 PER 40 (1ST 50) = 0.24 (1 ST 50) = 0.15 MEN - 6 1 PER 50 1 PER 80 CLASSIFICATION: B OCCUPANTS: 12 (> 50) = N/A (> 50) = N/A 1/100 = 0.12 SEE NOTE #1 1 PER 25 1 PER 40 (1ST 50) = 0.24 (1 ST 50) = 0.15 WOMEN - 6 1 PER 50 1 PER 80 (> 50) = N/A (> 50) = N/A MEN 2.56 2.63 SUBTOTALS .92 SEE NOTE #1 WOMEN 2.56 2.63 REQUIRED MEN 3 3 TOTALS 1 1 WOMEN 3 3 TOTAL MEN 6 3 PROVIDED 2 3 WOMEN 4 3 NOTE: 1. THE CODE REQUIRES ONLY ONE SERVICE SINK PER BUILDING IF ALL OCCUPANCIES HAVE ACCESS TO THE SERVICE SINK AT ALL TIMES. PROJECT FOR: SULLIVAN AVENUE IICIimillf nIICZTPIAI PARIBC REGIONAL DISTRIBUTION CENTER 175 SULLIVAN AVENUE SnUTW Anil; �InQr)P r_nKI IIF(`_T1r__I IT nnn7A ARCHITECT GMA ARCHITECTS, INC. 900 NORTH ROCK HILL ROAD ST. LOUIS, MISSOURI 63119 (P)314-822-5191 (F)314-963-0714 MECHANICAL WIEGMANN ASSOCIATES 750 FOUNTAIN LAKES BLVD. ST. CHARLES, MO 63301 (P) 636-940-1056 LIST OF DRAWINGS SHEET # DESCRIPTION T1.1 COVER SHEET CIVIL C-1 COVER SHEET C-2 TOWN COMMISSION APPROVAL LETTERS C-3 LOT 3 PROPERTY & TOPOGRAPHIC SURVEY C-4a*d OVERALL PROPERTY & TOPOGRAPHIC SURVEY C-5 OVERALL CONCEPT & DEMOLITION PLAN C-6 OVERALL CONCEPT & DEMOLITION PLAN C-7 LAYOUT PLAN C-8 LAYOUT PLAN C-9 GRADING, SEDIMENTATION & EROSION CONTROL C-10 GRADING, SEDIMENTATION & EROSION CONTROL C-11 UTILITY PLAN C-12 UTILITY PLAN C-13 LANDSCAPE PLAN C-14 LANDSCAPE PLAN C-15 LANDSCAPE DETAILS & NOTES C-16 SITE LIGHTING PLAN C-17 DETAILS C-18 DETAILS C-19 DETAILS C-20 DETAILS C-21 DETAILS ARCHITECTURAL LS 1.0 OVERALL LIFE SAFETY PLAN A 2.0 OVERALL FLOOR PLAN A 2.1 SOUTH FLOOR PLAN A 2.2 NORTH FLOOR PLAN A 2.3 FRONT OFFICE ENLARGED PLAN A 2.4 WAREHOUSE OFFICE ENLARGED PLAN A 2.5 RESTROOMS ENLARGED PLANS A 2.6 ROOF PLAN A 2.7 ROOF LADDER & ROOF DETAILS A 2.8 ENLARGED PLAN DETAILS A 2.9 PUMP HOUSE PLAN & ELEVATIONS A 3.0 OFFICE REFLECTED CEILING PLANS A 4.0 PARTITION TYPES A 4.1 DOOR SCHEDULE A 4.2 DOOR DETAILS A 4.3 DOOR DETAILS A 4.4 DOOR DETAILS A 4.5 PARTITION DETAILS A 5.0 EXTERIOR ELEVATIONS - EAST AND SOUTH A 5.1 EXTERIOR ELEVATIONS - WEST AND NORTH A 5.2 ENLARGED OFFICE EXTERIOR ELEVATIONS A 5.3 EXTERIOR ELEVATIONS - PAINT SCHEME A 5.4 LINE OF SIGHT DIAGRAM A 6.0 WALL SECTIONS A 6.1 WALL SECTIONS A 6.2 WALL SECTIONS A 6.3 PUMP HOUSE SECTIONS A 7.0 DOCK STAIR & DETAILS A 8.0 SECTION DETAILS A 9.0 RESTROOM ELEVATIONS A 9.1 MILLWORK ELEVATIONS & DETAILS A 10.0 INTERIOR FINISH PLANS CONTRACTOR ARCO NATIONAL CONSTRUCTION 900 NORTH ROCK HILL ROAD ST. LOUIS, MISSOURI 63119 (P)314-963-0715 (F)314-963-0714 ELECTRICAL INTERSTATE ELECTRICAL SERVICES 70 TREBLE COVE ROAD NORTH BILLERICA, MA 01862 (P) 978-667-5200 STRUCTURAL DESIGN PROFESSIONALS, INC. 21 JEFFREY DRIVE SOUTH WINDSOR, CT 06074 (P)860-291-8757 PLUMBING TENNILL & ASSOCIATES 177 CHESTERFIELD INDUST. BLVD. CHESTERFIELD, MO 63005 (P) 636-537-3999 S 0.0 GENERAL NOTES & DETAILS S 0.1 LOAD DIAGRAMS & INSPECTION SCHEDULE F 1.1 FOUNDATION PLAN - SOUTH F 1.2 FOUNDATION PLAN - NORTH F 2.1 FOUNDATION DETAILS F 2.2 FOUNDATION DETAILS F 3.1 WALL PANEL LAYOUT PLAN F 3.2 WALL PANEL DETAILS F 3.3 WALL PANEL DETAILS S 1.1 ROOF FRAMING PLAN - SOUTH S 1.2 ROOF FRAMING PLAN - NORTH S 2.1 STEEL FRAMING DETAILS S 2.2 STEEL FRAMING DETAILS S 2.3 CHEVRON BRACE & FRAMING DETAILS MECHANICAL M 0.1 MECHANICAL COVER SHEET M 0.2 MECHANICAL NOTES, ABBREVIATIONS & SYMBOLS M 1.1 MECHANICAL OVERALL FLOOR PLAN M 1.2 MECHANICAL ROOF PLAN M 2.1 MECHANICAL ENLARGED FLOOR PLANS M 2.2 MECHANICAL ENLARGED COLD DOCK PLAN M 2.3 MECHANICAL ENLARGED FREEZER PLAN M 2.4 MECHANICAL ENLARGED ROOF PLANS M 3.1 MECHANICAL SCHEDULES M 4.1 MECHANICAL DETAILS M 4.2 MECHANICAL DETAILS 1"1I 1 III AI'11AIn P 1.1 OVERALL PLUMBING FLOOR PLAN P 2.1 ENLARGED PARTIAL PLUMBING FLOOR PLANS P 3.1 PLUMBING SCHEDULES & SPECIFICATIONS P 3.2 PLUMBING DETAILS P 3.3 PLUMBING RISER DIAGRAMS STRUCTURAL CONSULTING ENG. CORP. 225 SOUTH MAIN STREET CINCINNATI, OH 45050 (P) 513-229-9000 FIRE PROTECTION F.E. MORAN 3001 RESEARCH ROAD CHAMPAIGN, IL 61822 (P)217-819-5375 ELECTRICAL E 0-1 LEGEND & NOTES E 1-1 ELECTRICAL SITE PLAN E 2-1 SOUTH LIGHTING PLAN E 2-2 NORTH LIGHTING PLAN E 2-3 OFFICE LIGHTING PLANS E 3-1 SOUTH POWER PLAN E 3-2 NORTH POWER PLAN E 3-3 OFFICE POWER PLANS E 3-4 ELECTRICAL UNDERGROUND PLAN E 3-5 NOT USED E 3-6 POWER RISER & SCHEDULES E 3-7 PANEL SCHEDULES E 3-8 LIGHTING & EQUIPMENT SCHEDULES FA 0-1 FIRE ALARM LEGEND & NOTES FA 1-1 SOUTH FIRE ALARM PLAN FA 1-2 NORTH FIRE ALARM PLAN FA 1-3 OFFICE FIRE ALARM PLANS FIRE PROTECTION AND ALARM FP 1.1 DRY GOODS SYSTEM #1 FP 1.2 DRY GOODS SYSTEMS #2 & #3 FP 1.3 COLD DOCK & FREEZER SYSTEM #4 FP 1.4 ENLARGED OFFICE PLAN DEFERRED SUBMITTALS RACKING PLANS AND DETAILS o N W `n J 0) J M n a r co CO mm U oa ��o� CO 0 co Z CO Q. N N of O 2 IY U N co 2i WQ�Y au.OZ U�� woJg�WwW �Zo a_jFnin z Q��0W W = �0'- -0 z0wa ��:� wF-0 Z wo mo w�= w0 Zro-ZU I- -UU IiCe)5 z O Li U Z H m a 1 1 Wi 0 o In !9 • T o �!1 U CEO CY N N ZN QU �d,M p rn �.L W CJX �O W H �U) M W amo1 wwoaFmM`° ZZ. z j zW,o¢U) 0, �0r�,0t_n (n wo _w, a=UnZu-C C�CnWW Z Z ar¢Wj:- 2Zz<-aWwL9u- 3rDzb<7 Pwu)O?HwUww ZCO D M Z In Wp ClU- A 2 0 ON 0N)6UNU�U Q�Q a j U Z a 0 z O J � () o 00 rYl }= n o un O 4 o o I- - Cn J Q U(1 f z _�; Q ,o o2 cif o 'Q ^o ce �o Z O < - = M z D U w ° 10 of J cp Q O z ozM U z rncd� o� N Q. A O O: rnU 4 p UIU-- "pHW W YO = o n�oo� ZJMN. ¢Q rn U d O 0� W ~ Z W w z r_ U UJ 0 Z Qo O Q0 -1 0 00LO --I lammuma c ~� " I=- >0 W 00 Z et�t't►►►a►►►iiy AS e4 J, nib ' •l1 _ !�IJI JOB NO: SJ1518 PA: FCW DATE: 07.09.2015 REVISIONS Q THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GNU, ARCHITECTS. INC. NO PART OF THIS WORK MAY BE REPRODUCEDYATHOUT PRIOR WRITTEN PERMISSION FRONT GMA ARCHITECTS. INC. SHEET NUMBER T1.1 COVER SHEET WAN L� r -- F-1111 ii vrII ;!1i ii \ ❑2 E', #' is IiIitI OII I 1❑- .. � jo o o 0 o o o to o > oJJaW_0 UO2 Do NWJ nco �oM o ..... .. . .. ... . ' Z Co <2 W w ao00Ew w n -1E ❑2 E cop-ws W Y CaL-v_I w=m Z<t WUoNZa O. 1 I c~nW=T�WWZ0OWa= �WHOZUU)<� 5; wt-0-� Z w❑ a=, LiJ_ ?IZU iw-UU LLC-o6 U IQF-� Ofcn � ® P34 J o FE 0 0 0 o Fn Of >^ U a LL I/1*4 001% o 0 � o -- �— �c —6 I- Q' NEIN O O N O O O Z N U M_ 0 0 I IaUo IUI I Ww CnX00 co N oN 00 - TRAVEL DISTANCE 223=0" W �aWw7 z �aowZ==c°ng�U Z: ZI �w''o2Wcw7?�°j_¢Kv;¢ z wwz=�=pfiZ�Ja V) U) W a�§5Z)z}aTQ> 0 WWoWoLoZ�W>0�~ w1 ;1 ZoN(nU0C"4 tnZl-W p Cn •FE < FE < E I I J J 1 — — — I I ODO ei 2 L0 UP 1 ® P 34Wr o I I FE ❑ O o � o � � � rn v U 'z _�M oQ e� FE 1 02 • Qm = co — — — z z O M •FE •FE o U 1� z A n a TRAVEL DISTANCE 213 0 — — — — — — — — — — — — T T coI N N v p o o w a.,co w Q J- coW Ocon xo W I VI w 0O F— - O cn rn <x 0I Q1 0 1 �I Q Q boa � e - 1 0 13 tea 0- 0 v J1w o Q J •FE N I LIJ•FE u E — — — — U— — — — — — — Q 1 —� I —TRAVEL DISTANCE— 213'-0"— — —� — — — P 34 i- JI I I 1 O w u- 11 Am TI v w --._.._........_.....-- _ ..._.._._.. _--- — _ — — — G ra — �__ i1 !� W Z ti U W p z aQo C) O Z L TRAVEL DISTANCE 138'-0" J O cl) Z FE FE ~ d 0fz— Z OO `,.�F1f91ittifltl��rr `•�:�7T I INcoo J w ('l LIFE SAFETY PLAN =" LS 1.0 SCALE: 1 3� " = 20'-0" \` Ada �uu�tie►j F D AV JOB NO: SJ1518 PA: FCW DATE: 07.09.2015 REVISIONS Q LIFE SAFETY LEGEND EGRESS WALL SIGNS GENERAL NOTES 1. EXIT SIGNS SHALL BE LOCATED IN ACCORDANCE WITH 2O03 �- - - 55' - - TRAVEL DISTANCE TO EXIT 8" IBC SECTION 1011.1 & 1011.1.2 IN COORDINATION W/ LOCAL FIRE MARSHALL. P 34, EXIT SYMBOL 2• ALL EGRESS ILLUMINATION SHALL COMPLY WITH 2O03 IBC IT WIDTH PROVIDED IN INCHES EXIT EXIT (AMD) SECTION 1006.1. THE MEANS OF EGRESS ILLUMINATION P = PRIMARY OR S = BRA"E STAIR - LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE SECONDARY EXIT WALKING SURFACE LEVEL. SEE ELEC. DWGS. FOR EGRESS 6" DOWN ILLUMINATION COMPLIANCE. AND THESE DRAIAINGS ARE THE PROPERTY OF EXIT LIGHT B� E G"MA ARCIS HITECTS N NO PARTOF THISWORK MAYBE 3. TYPICAL FIRE EXTINGUISHERS ARE TO BE WALL / POST REPRODUCEDWITHdITPRiORWRIREN PERMISSION FROM MOUNTED 10 LB. ABC FIRE EXTINGUISHER. GMAARCHITECTS,INC. FIRE EXTINGUISHER. VERIFY FINAL 1 EXIT & ENTRANCE 2 COMPLIANT EXIT SHEET NUMBER OFE LOCATIONS WITH LOCAL FIRE MARSHALL SIGNAGE WITH ROUTE SIGN WITH BRAILLE BRAILLE LS 1.0 LIFE SAFETY PLAN GENERAL FLOOR PLAN NOTES N W � J � rn > cC°o -I m In ao r I. DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 4" FROM ADJACENT WALL � � 0 � �, L UNLESS NOTED OTHERWISE. ¢ o ° �'- � o UQ¢w ¢Zm r; 10 ofO�IZ' U- d N N 2. FIRE RETARDANT BLOCKING SHALL BE PROVIDED IN ALL WALLS AS REQUIRED BY CODE AND A5 REQUIRED / RECOMMENDED FOR THE SUPPORT OF VENEER w > Of Y Q LL z v f o J PANELS STANDARDS CABINETS TOILET ACCESSORIES ETC. I11 z w w w ¢ z Jo a e ~w-j F-LL wc�z ASPHALT PAVEMENT - SEE CIVIL DWGS o Q a - ¢ X n 3. CASEWORK, MILLWORK AND EQUIPMENT SUPPLIERS SHALL FIELD VERIFY ALL of � 0 2 U cn ¢ 2 2 2 �l Q DIMENSIONS PRIOR TO FABRICATION F- z v v LL ¢ M U v o I 1 598'-81/2" 4. USE TAPEABLE METAL CORNER BEADS AT ALL GYPSUM BOARD CORNERS p A 2.9 VQ PUMP 5. PROVIDE FLOOR MATERIAL TRANSITIONAL STRIPS WHERE REQUIRED BY CHANGE Q w IN MATERIAL. 1 2 3 4 5 7 8 q q .1 10 11 12 Z 0 HOUSE U � ~ 57-O 55'-0" 55'-01. 55'-0" 55'-0" 55--0" 55'-O" 60'-10" 37'-0" 55'-O" 57'-2 1/ " c~i G. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL WET WALLS. J w a LL 7. PROVIDE ACCESS PANELS A5 REQUIRED COORDINATE WITH M.E.P. F.P. CONCRETE TRU K COURT -SEE CIVIL DWGS I ' I ' z CONCRETO TRUCK COURT - SEE CIVIL/DWGS I I o LU �_ \ i o w I 8. ISOLATE ALL DISSIMILAR METALS. � a o o w I I A-5.1 I I I A-5.1 I U I (n U `.° p C,4 d zo I 9. COORDINATE FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINET LOCATIONS ry ? n N U M o 0) �Xoo �I- to > m U v WITH LOCAL FIRE MARSHALL. W¢ o o w w L W m o -- ee I Q I Z OOUa?� JUYcow W ZmF ..wOf§ Q- C ° (I� W 0, W W Q= U O 2�' G v LL o0w C7�°F-¢Zc�Q __..... _: _c a _:_.:: - _ __ t j t - ---- -'- I' _ - .. _ /W cZ91wi=z�OzU2Oiw --' -' FLOOR PLAN KEY NOTES - - _ _ 1 I! 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OCHARGING AREA 2 OFFICES „tl- --- - IY IV o ... �"-"--'- ••--3OWNER PROVIDED SHINK WRAP MACHINE. VERIFY POWER. REQUIREMENT S v 4� ACCESSIBLE EYE WASH STATION. SEE PLUMBING DWGS. Do _-� ACID DILUTION TANK. SEE PLUMBING DWGS. 4n DEEP x41 Ou WIDE STERILIZED GRAVEL "APRON" w/ 10 MIL POLY UNDER -/.1 � ir 6 GRAVEL TO CONTROL WEED GROWTH WITH BORDERS AT THE OUTSIDE L0 PERIMETER OF THE APRON. � U=• r � Q- v 1 . �r q�ti�UH'v.�V°Nr�_ 1rn�MMo�`Mdam•- r? • n F_20¢¢U gZ 000 -- COPIER LOCATION. COPIERTO BE PROVIDED BY OWNER. PROVIDE PROPER v6 s 6 ELECTRICAL DATA. VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION. Ocn( HOWN SHADED) SEE SHEETS A 9.1 A 10.0 LAMINATE CASEWORK w/ PLASTIC LAMINATE COUNTER TOPS zii II PLASTIC LAMINATE CASEWORK w/ SOLID SURFACE COUNTER TOPS -SEE 5HEFT5 A 9.1 A 10.0 pM UoMENTSTRArn 10PLASTIC LAMINATE WINDOW SILL -SEE 12/A 4.4 aW =O HARDWOOD CHAIR RAIL. PROVIDE PROPER BLOCKING IN W U�N WALLS. SEE TAIL 4/10.0 o c,n Y� W 4 7 Q' .0S A „F� H 0 EE FIRE RATED PLYWOOD BACKBOARD POP, TELEPHONE�DATA - COORDINATE o 0T CLEAR CORNER GUARD WALL PROTECTION TO 61-On A.F.F. W 2.'NNO WITH ELECTRICAL DWGS < 1p it ROOF ACCESS LADDER SAFETY CAGE. SEE DETAIL 9/A 7.0 Q WATER LINE, FOR TENANT PROVIDED COFFEE MAKER, TO BE BROUGHT TO 15THI5 LOCATION. SEE PLUMBING DRAWINGS. T ROOF DRAIN LEADER PROTECTION. SEE DETAIL 7/A 7.0 1H, ,j�R I -7r 1? CONNECTIONS -SEE ELECTRICAL DWGS �, I �VENDING MACHINE TO BE PROVIDED BY TENANT. PROVIDE PROPER UTILITY CII� H It 6 � ! REFRIGERATOR TO BE PROVIDED BY TENANT. v 11I1 A2.3 •ME5 1-I ALIGN PARTITIONS'LL.W CONCRETE SIDEWALK - SEE CIVIL DRAWINGS W .... --' - _..................................W - � Tf3 c0I �L� i I ......... . !I IrllQ CD !U it i I i iU2 THICK VERTICAL INSULATION @COLD DOCK -SEE SECTION I/A 6.1 !LI I 1 � �� IL I zQ4'-0" WIDE x 3" THICK HORIZONTAL INSULATION BELOW SLAB -_ 3-4" 23'-1J O .. T.... t' -- .:... : .- .�......... ... ... .I.D.F. PANEL - SEE ELECTRICAL DRAWINGS m (n e _ 0 Z25 FLOOR MOUNTED PROTECTIVE GUARDRAIL - 5EE DETAIL 2/A 2.4 c 6 20 CONCRETE FILLED STEEL BOLLARD - 5EE DETAIL 2/A 7.0 co 66 � & GOAL POST AT FREEZER - SEE DETAIL I/A 5.0 W O O -jn STANDARD GOAL POST - SEE DETAIL 2/A 8.0 Z ASPHALT FIRE ACCESS ROAD - SEE CIVIL DWGS NND , •a Li Ll 000`'ce 13 20 20 2z OVERALL FLOOR PLAN > JOB NO: SJ1518 A SCALE: 1=30'-0" Q PA: FCW z DATE : 07.09.2015Q REVISIONSJID THIS DESIGN AD THESE ORAWNGS ARE THE PROPERTY O0UJ¢¢zU�Q r�F GPJA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE RERODUCED WTHOUT PROR MITTEN PERMISSION FROM HI GMA ARCHITECTS. INC,I 4L O -A W Ti. - SHEET NUMBER A 2.0 OVERALL FLOOR PLAN GENERAL FLOOR PLAN NOTES DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. FIRE RETARDANT BLOCKING SHALL BE PROVIDED IN ALL WALLS AS REQUIRED BY CODE AND AS REQUIRED / RECOMMENDED FOR THE SUPPORT OF VENEER PANELS, STANDARDS CABINETS,TOILET ACCESSORIES, ETC. CASEWORK, IMILLYYIVRK AND EQull IV"ENT SUPPLIERS SHALL FIELD \/ERIFY ALL DIMENSIONS PRIOR TO FABRICATION USE TAPEABLE METAL CORNER BEADS AT ALL GYPSUM BOARD CORNERS PROVIDE FLOOR MATERIAL TRANSITIONAL STRIPS WHERE REQUIRED BY CHANGE IN MATERIAL. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL WET WALLS. PROVIDE ACCESS PANELS AS REQUIRED COORDINATE WITH M.E.P. & F.P. ISOLATE ALL DISSIMILAR METALS. COORDINATE FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINET LOCATIONS WITH LOCAL FIRE MARSHALL. FLOOR PLAN KEY NOTES NOTE: SOME KEY NOTES MAY NOT BE USED ON THIS SHEET. CONCRETE CURB © IMP PANELS, SEE DETAIL 2/A 2.8 PROVIDE NON—ABRASSIVE DARK GRAY EPDXY FLOORING © BATTERY CHARGING AREA OWNER PROVIDED SHRINK WRAP MACHINE. VERIFY POWER REQUIREMENTS ACCESSIBLE EYE WASH STATION. SEE PLUMBING DWGS. ACID DILUTION TANK. SEE PLUMBING DWGS. 4" nEEP x 4'-n" wnE STERI117En C.RAVEI "APRON" w/ 10—MII POLY UNDER GRAVEL TO CONTROL WEED GROWTH WITH BORDERS AT THE OUTSIDE PERIMETER OF THE APRON. COPIER LOCATION. COPIER TO BE PROVIDED BY OWNER. PROVIDE PROPER ELECTRICAL & DATA. VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION. PLASTIC LAMINATE CASEWORK w/ PLASTIC LAMINATE COUNTER TOPS (SHOWN SHADED) — SEE SHEETS A 9.1 & A 10.0 PLASTIC LAMINATE CASEWORK w/ SOLID SURFACE COUNTER TOPS — SEE SHEETS A 9.1 & A 10.0 PLASTIC LAMINATE WINDOW SILL — SEE 12/A 4.4 HARDWOOD CHAIR RAIL. PROVIDE PROPER BLOCKING IN WALLS. SEE DETAIL 4/A 10.0 CLEAR CORNER GUARD WALL PROTECTION TO 6'-0" A.F.F. FIRE RATED PLYWOOD BACKBOARD FOR TELEPHONE & DATA — COORDINATE WITH ELECTRICAL DWGS ROOF ACCESS LADDER & SAFETY CAGE. SEE DETAIL 9/ A 7.0 WATER LINE, FOR TENANT PROVIDED COFFEE MAKER, TO BE BROUGHT TO THIS LOCATION. SEE PLUMBING DRAWINGS. ROOF DRAIN LEADER PROTECTION. SEE DETAIL 7/A 7.0 VENDING MACHINE TO BE PROVIDED BY TENANT. PROVIDE PROPER U IILI T Y h.VIV IVEhi IIVIVS - SEE ELEIn.TfOCII^.AL DVYGS REFRIGERATOR TO BE PROVIDED BY TENANT. ALIGN PARTITIONS CONCRETE SIDEWALK — SEE CIVIL DRAWINGS CROSS WALK STRIPPING — SEE CIVIL DRAWINGS 2" THICK VERTICAL INSULATION © COLD DOCK — SEE SECTION 1 /A 6.1 4'-0" WIDE x S' THICK HORIZONTAL INSULATION BELOW SLAB I.D.F. PANEL — SEE ELECTRICAL DRAWINGS FLOOR MOUNTED PROTECTIVE GUARDRAIL — SEE DETAIL 2/A 2.4 CONCRETE FILLED STEEL BOLLARD — SEE DETAIL 2/A 7.0 GOAL POST AT FREEZER — SEE DETAIL 1 /A 8.0 STANDARD GOAL POST — SEE DETAIL 2/A 8.0 PARTIAL SOUTH FLOOR PLAN SCALE: 1/16" = V-0" 0 o p N w J m Lo > o a r` ao rn m Q oa Wjoco� ao UQa W Qzcc') t` O U- a N N wui O W W>EY w0wg°wWw �zo �w-im QF-u- ¢w0z F-mmz JW I U) w W��OZUW<2uj w�� F-o0 .. wtix .. uj-m: �I-zU F UU timUU 2 0 U U z O E m Ir a U w w w Of a O O p mLo VJ (D R -0 C14 N O (�/ Z N M i.L XOO wF- �; > M w m a p W w W p a w, m M 2 W z F w W 20 a cn ri oOUa?F-��Uwo ' Z 0a0r0 0 wogowo OUP a = 6 2 Z W>-zwz=��zF_a LLJ (Lw§copra}zzww x rnLL E)z a� V tow�m 006 LL0P InzE _o Z oc��UOUNUU��c~nU —i I QI cJr U) = U_ Z U z O � U UZ-3 U z o L0 U ° LL a O loo F. c)) v c! J M c) Q Zd c z o 00La W C o a z z �0 °W Z -1 °' a O 0 0 �r Z Z m U z rn can ° o� 16o ofM4U) U o F- U LJJ x ° LL F- Y O _ x �— - (0) � rn W) � Uu O oD� z� Q a rn U M a O LL LL I.. W F— w Z uj z ti U LU c) Z QC) Q 0 I— m Ocl) U) r) L Z U T� W 00 zi 0 ;> U) O�II\I tl9►lI� it C) � p JOB NO: SJ1518 PA: FCW DATE: 07.09.2015 REVISIONS A THISDESIGN AND THESE DRAWINGSARETHE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR W0.DTEN PERIAISSION FROM GMA ARCHITECTS, PAC. SHEET NUMBER A 2.1 SOUTH FLOOR PLAN GENERAL FLOOR PLAN NOTES I. DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 4" FROM ADJACENT WALL UNLE55 NOTED OTHERWISE. 2. FIRE RETARDANT BLOCKING 5HALL BE PROVIDED IN ALL WALLS A5 REQUIRED BY CODE AND A5 REQUIRED / RECOMMENDED FOR THE SUPPORT OF VENEER PANEL5, STANDARDS CABINET5,TOILET ACCE550RIE5, ETC. 3. CA5EWORK, MILLWORK AND EQUIPMENT SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION 4. U5E TAPEABLE METAL CORNER BEADS AT ALL GYP5UM BOARD CORNER5 5. PROVIDE FLOOR MATERIAL TRANSITIONAL 5TRIP5 WHERE REQUIRED BY CHANGE IN MATERIAL. G. PROVIDE M015TURE RE515TANT GYPSUM BOARD AT ALL WET WALLS. 7. PROVIDE ACCE55 PANEL5 A5 REQUIRED COORDINATE WITH M.E.P. * F.P. 8. 150LATE ALL D1551MILAR METALS. 9. COORDINATE FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINET LOCATIONS WITH LOCAL FIRE MAR5HALL. FLOOR PLAN KEY NOTES NOTE: 50ME KEY NOTES MAY NOT BE USED ON TH15 5HEET. 1-11 CONCRETE CURB @ IMP PANEL5, SEE DETAIL 2/A 2.8 PROVIDE NON-A5RA551VE DARK GRAY EPDXY FLOORING @ BATTERY CHARGING AREA ❑3 OWNER PROVIDED SHRINK WRAP MACHINE. VERIFY POWER REQUIREMENT5 ❑4 ACCESSIBLE EYE WASH STATION. SEE PLUMBING DWG5. ElACID DILUTION TANK. SEE PLUMBING DWG5. 4" DEEP x 4'-0" WIDE STERILIZED GRAVEL "APRON" w/ 10-MIL POLY UNDER GRAVEL TO CONTROL WEED GROWTH WITH BORDER5 AT THE OUTSIDE PERIMETER OF THE APRON. 7 1 COPIER LOC.AT ION. COPIER TO BE PROVIDED BY VVVNER. PROVIDE PROPER ELECTRICAL * DATA. VERIFY REQUIREMENT5 PRIOR TO CON5TRUCTION. EPLA5TIC LAMINATE CASEWORK w/ PLA5TIC LAMINATE COUNTER TOPS (SHOWN SHADED) - SEE SHEETS A 9.1 * A 10.0 PLA5TIC LAMINATE CASEWORK w/ 50LID SURFACE COUNTER TOPS - 5EE 5HEET5 A 9.1 * A 10.0 10 PLA5TIC LAMINATE WINDOW SILL - 5EE 12/A 4.4 11 HARDWOOD CHAIR RAIL. PROVIDE PROPER BLOCKING IN WALLS. SEE DETAIL 4/A 10.0 12 CLEAR CORNER GUARD WALL PROTECTION TO G'-O" A.F.F. 13 FIRE RATED PLYWOOD BACKBOARD FOR TELEPHONE * DATA - COORDINATE WITH ELECTRICAL DWG5 14 ROOF ACCE55 LADDER 4 SAFETY CAGE. 5EE DETAIL 9/A 7.0 15 WATER LINE, FOR TENANT PROVIDED COFFEE MAKER, TO BE BROUGHT TO TH15 LOCATION. SEE PLUMBING DRAWINGS. 16 ROOF DRAIN LEADER PROTECTION. 5EE DETAIL 7/A 7.0 17 VENDING MACHINE TO BE PROVIDED BY TENANT. PROVIDE PROPER UTILITY CONNECTIONS - SEE ELECTRICAL DWG5 18 REFRIGERATOR TO BE PROVIDED BY TENANT. 19 ALIGN PARTITIONS 20 CONCRETE SIDEWALK - SEE CIVIL DRAWINGS 21 CRO55 WALK STRIPPING - 5EE CIVIL DRAWINGS 22 2" THICK VERTICAL IN5ULATION @ COLD DOCK - SEE SECTION I/A G.1 23 4'-0" WIDE x 3" THICK HORIZONTAL INSULATION BELOW 5LAB 24 I.D.F. PANEL - 5EE ELECTRICAL DRAWING5 25 FLOOR MOUNTED PROTECTIVE GUARDRAIL - SEE DETAIL 2/A 2.4 26 CONCRETE FILLED STEEL BOLLARD - SEE DETAIL 2/A 7.0 27 GOAL P05T AT FREEZER - SEE DETAIL I/A 5.0 28 STANDARD GOAL P05T - 5EE DETAIL 2/A 8.0 RTIAL NORTH FLOOR PLAN :: 1 /16" = V-0" CD cn N w n > rn p r m rn J M c Q � 00 C. Q od co Lo m U_QQw QZ� a N N wwv� Wo w Wwe amOZ U �� wowg2Wwz m JO Q J �m QF- L-I -ZwUz _j �w¢= CnmmZ 0ZUwo2a�2 wOf zr-z FLL �MUU z 0 U U Z Fw- 0 m a U w D w d w CD o (D L CD 0 � a o U) n - �, 0 N U N .a. C. Z xk d. N U 6 p � W Ll1 Cn X O O u F- � Cn J M '0-8 W wpaw,maco Z ••wain Mc, a z 1-0Qcn pOpaz� _UY�w cna�� C9 wpgp — ^ _ (/) 2pwJZQ=Ucn � Z "oOW02<00<KC6< w Z= Z=F-�ZFa_j W W Z m_j j Z U Q Z) Q> (n W W ��U�C7LLUH Z v Z Lo F_ C) �04U) pUN�U Q� Q U) Z ? U_ a 0 Z O; o UU W c z O Do Lo U < Lo O O rn O 40 Uz f J M Q _(o�Z �_ oz O c; U Z z ~p0)m p~"a O zzm U z m� a v Qol M 0 r p U U J _ F- UW J�Mw = W m LL F" ~ 00 U F— U � - 0 U) of �� L,5 (=j 0 0cq � cc z��, Q o F- d 0� O LL W 1-- Z LU Lli z U W c) Z Q0 O r Q v G..L � O m J CQ CS 0 H owns" m W 00 ;> Z U) GONN��%,, .� . •PND�. c", . .v ��' • ••G % JOB NO: SJ1518 PA: FCW DATE: 07.09.2015 REVISIONS A THIS DESIGN AND THESE ORAYANGS ARE THE PROPERTY OF GAIA ARCHITECTS, INC. NO PART OFTHIS WORK MAY BE REPROOUCEO \YITHOUT PRIOR WRI TEN PERMISSION FROM GMA ARCHITECTS, INC. SHEET NUMBER A 2.2 NORTH FLOOR PLAN ENLARGED FRONT OFFICE SCALE: 3/16" = V-0" GENERAL FLOOR PLAN NOTES 1. DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 2. FIRE RETARDANT BLOCKING SHALL BE PROVIDED IN ALL WALLS AS REQUIRED BY CODE AND AS REQUIRED / RECOMMENDED FOR THE SUPPORT OF VENEER PANELS, STANDARDS CABINETS,TOILET ACCESSORIES, ETC. 3. CASEWORK, MILLWORK AND EQUIPMENT SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION 4. USE TAPEABLE METAL CORNER BEADS AT ALL GYPSUM BOARD CORNERS 5. PROVIDE FLOOR MATERIAL TRANSITIONAL STRIPS WHERE REQUIRED BY CHANGE IN MATERIAL. 6. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL WET WALLS. 7. PROVIDE ACCESS PANELS AS REQUIRED COORDINATE WITH M.E.P. & F.P. 8. ISOLATE ALL DISSIMILAR METALS. 9. COORDINATE FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINET LOCATIONS WITH LOCAL FIRE MARSHALL. FLOOR PLAN KEY NOTES NOTE: SOME KEY NOTES MAY NOT BE USED ON THIS SHEET. it CONCRETE CURB @ IMP PANELS, SEE DETAIL 2/A 2.8 aPROVIDE NON-ABRASSIVE DARK GRAY EPDXY FLOORING @ BAT CHARGING AREA OWNER PROVIDED SHRINK WRAP MACHINE. VERIFY POWER REQUIREMENTS 4❑ ACCESSIBLE EYE WASH STATION. SEE PLUMBING DWGS. 5❑ ACID DILUTION TANK. SEE PLUMBING DWGS. 4" DEEP x 4'-0" WIDE STERILIZED GRAVEL "APRON" w/ 10—MIL ❑6 UNDER GRAVEL TO CONTROL WEED GROWTH WITH BORDERS AT OUTSIDE PERIMETER OF THE APRON. ❑7 COPIER PROPER LOCATION. COPIER TO BE PROVIDED BY OWNER. PROVIC ELECTRICAL & DATA. VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION. PLASTIC LAMINATE CASEWORK w/ PLASTIC LAMINATE COUNTER (SHOWN SHADED) — SEE SHEETS A 9.1 & A 10.0 PLASTIC LAMINATE CASEWORK w/ SOLID SURFACE COUNTER TOPS — SEE SHEETS A 9.1 & A 10.0 10 PLASTIC LAMINATE WINDOW SILL - SEE 12/A 4.4 11 HARDWOOD CHAIR RAIL. PROVIDE PROPER BLOCKING IN WALLS. SEE DETAIL 4/A 10.0 12 CLEAR CORNER GUARD WALL PROTECTION TO 6'-0" A.F.F. 13 FIRE RATED PLYWOOD BACKBOARD FOR TELEPHONE & DATA - COORDINATE WITH ELECTRICAL DWGS 14 ROOF ACCESS LADDER & SAFETY CAGE. SEE DETAIL 9/A 7.0 11 HARDWOOD CHAIR RAIL. PROVIDE PROPER BLOCKING IN WALLS. SEE DETAIL 4/A 10.0 12 CLEAR CORNER GUARD WALL PROTECTION TO 6'-0" A.F.F. 13 FIRE RATED PLYWOOD BACKBOARD FOR TELEPHONE & DATA - COORDINATE WITH ELECTRICAL DWGS 14 ROOF ACCESS LADDER & SAFETY CAGE. SEE DETAIL 9/A 7.0 15 WATER LINE, FOR TENANT PROVIDED COFFEE MAKER, TO BE BROUGHT TO THIS LOCATION. SEE PLUMBING DRAWINGS. 16 ROOF DRAIN LEADER PROTECTION. SEE DETAIL 7/A 7.0 17 VENDING MACHINE TO BE PROVIDED BY TENANT. PROVIDE PROPER UTILITY CONNECTIONS - SEE ELECTRICAL DWGS 18 REFRIGERATOR TO BE PROVIDED BY TENANT. 19 ALIGN PARTITIONS 20 CONCRETE SIDEWALK — SEE CIVIL DRAWINGS 21 CROSS WALK STRIPPING — SEE CIVIL DRAWINGS 22 2" THICK VERTICAL INSULATION @ COLD DOCK - SEE SECTION 1 /A 6.1 23 4'-0" WIDE x 3" THICK HORIZONTAL INSULATION BELOW SLAB 24 I.D.F. PANEL - SEE ELECTRICAL DRAWINGS 25 FLOOR MOUNTED PROTECTIVE GUARDRAIL - SEE DETAIL 2/A 2.4 26 CONCRETE FILLED STEEL BOLLARD - SEE DETAIL 2/A 7.0 27 GOAL POST AT FREEZER - SEE DETAIL 1 /A 8.0 28 STANDARD GOAL POST - SEE DETAIL 2/A 8.0 N � Iw rCA J f�7 In DO Q n W N n Q' � � J apoa m H�ocp � V<<wQZ(20, n W O C N Of J> V W In W J = (D W 0 R y <[TClZ UJWO W50wwz -j f-W j-,-W—wZaZZ fAca Z JW W Z�wa= Lu �� O z U w a 2 w 2 m Z O7 W n = W _ Z O U U Z O � m n W I a- LL I 0 o m 0 rn o ��// n LL � u) � �' N O nI ? d N 0 C7 6 9 1u.0 Jxcoo �� �CnJ M W ¢m0DwwoaWO°M; w z �- wWIn I acncc,,a Z �ZzLo `r=ogov z uw.00wc92o_�¢zuiw Z 2WZ§um, z�LqC w n-E��!��ZrQzww r n LD LLZ LL , (1) � 0 LL V (A�DC� Z�ZHW 0 (n WT-O 0C'4 tnF .. Z 0Z c1)6UNUU�ntnU D Q� Q U_ z Z a O > F-w U0 z o DO NI u p - a �6 O of °U. F- CA J M Q U z = (O o O O2-Q n O -� U) O z z o m 0 ° O ~tea zz �, C) z � vai o 2 N F O 0) U d f- UW J R M w == W v� Y O = I— - O u) rn m =y V N(n N < = C7 LL O cn Z OCD Q ¢ CD d L O LL w LL] ~ Z W .;3- LL1 Z U w(o z Q0 O _ F zv F- > m ?) U) 0 cy)� z Iw •,.. JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS Q THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. SHEET NUMBER A 2.3 FRONT OFFICE ENLARGED PLAN GENERAL FLOOR PLAN NOTES 1. DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 2. FIRE RETARDANT BLOCKING SHALL BE PROVIDED IN ALL WALLS AS oCrNI nor7n ov flnMC' Amn AC G7Cnl IlDrn / Rt=rnhAAAFNnpn P-nP THE rw-wuIrm-u L) I VvvL rule n.) INL-wkan�l. I�I�-- nu --- SUPPORT OF VENEER PANELS, STANDARDS CABINETS,TOILET ACCESSORIES, ETC. 3. CASEWORK, MILLWORK AND EQUIPMENT SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION 4. USE TAPEABLE METAL CORNER BEADS AT ALL GYPSUM BOARD CORNERS 5. PROVIDE FLOOR MATERIAL TRANSITIONAL STRIPS WHERE REQUIRED BY CHANGE IN MATERIAL. 6. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT ALL WET WALLS. 7. PROVIDE ACCESS PANELS AS REQUIRED COORDINATE WITH M.E.P. & F.P. 8. ISOLATE ALL DISSIMILAR METALS. 9. COORDINATE FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINET LOCATIONS WITH LOCAL FIRE MARSHALL. FLOOR PLAN KEY NOTES NOTE: SOME KEY NOTES MAY NOT BE USED ON THIS SHEET. l CONCRETE CURB @ IMP PANELS, SEE DETAIL 2/A 2.8 PROVIDE NON—ABRASSIVE DARK GRAY EPDXY FLOORING @ BATTERY CHARGING AREA aOWNER PROVIDED SHRINK WRAP MACHINE. VERIFY POWER REQUIREMENTS ❑4 ACCESSIBLE EYE WASH STATION. SEE PLUMBING DWGS. 5❑ ACID DILUTION TANK. SEE PLUMBING DWGS. 4" DEEP x 4'-0" WIDE STERILIZED GRAVEL "APRON" w/ 10—MIL POLY 6E UNDER GRAVEL TO CONTROL WEED GROWTH WITH BORDERS AT THE OUTSIDE PERIMETER OF THE APRON. COPIER LOCATION. COPIER TO BE PROVIDED BY OWNER. PROVIDE U PROPER ELECTRICAL & DATA. VERIFY REQUIREMENTS PRIOR TO CONSTRUCTION. lflPLASTIC LAMINATE CASEWORK w/ PLASTIC LAMINATE COUNTER TOPS (SHOWN SHADED) — SEE SHEETS A 9.1 & A 10.0 PLASTIC LAMINATE CASEWORK w/ SOLID SURFACE COUNTER TOPS — SEE SHEETS A 9.1 & A 10.0 10 PLASTIC LAMINATE WINDOW SILL — SEE 12/A 4.4 11 HARDWOOD CHAIR RAIL. PROVIDE PROPER BLOCKING IN WALLS. SEE DETAIL 4/A 10.0 12 CLEAR CORNER GUARD WALL PROTECTION TO 6'-0" A.F.F. 13 FIRE RATED PLYWOOD BACKBOARD FOR TELEPHONE & DATA — COORDINATE WITH ELECTRICAL DWGS 14 ROOF ACCESS LADDER & SAFETY CAGE. SEE DETAIL 9/A 7.0 15 WATER LINE, FOR TENANT PROVIDED COFFEE MAKER, TO BE BROUGHT TO THIS LOCATION. SEE PLUMBING DRAWINGS. 16 ROOF DRAIN LEADER PROTECTION. SEE DETAIL 7/A 7.0 17 VENDING MACHINE TO BE PROVIDED BY TENANT. PROVIDE PROPER UTILITY CONNECTIONS — SEE ELECTRICAL DWGS 18 REFRIGERATOR TO BE PROVIDED BY TENANT. 19 ALIGN PARTITIONS 20 CONCRETE SIDEWALK — SEE CIVIL DRAWINGS 21 CROSS WALK STRIPPING — SEE CIVIL DRAWINGS 22 2" THICK VERTICAL INSULATION @ COLD DOCK — SEE SECTION 1 /A 6.1 23 4'-0" WIDE x 3" THICK HORIZONTAL INSULATION BELOW SLAB 24 I.D.F. PANEL — SEE ELECTRICAL DRAWINGS 25 FLOOR MOUNTED PROTECTIVE GUARDRAIL — SEE DETAIL 2/A 2.4 26 CONCRETE FILLED STEEL BOLLARD — SEE DETAIL 2/A 7.0 27 GOAL POST AT FREEZER — SEE DETAIL 1 /A 8.0 28 STANDARD GOAL POST — SEE DETAIL 2/A 8.0 0 N � O J M Lo co Q U (o U_�W W oa� F— pW 0clW OP aaZ 0 UcoNN -0��n U2� co _ co W n Y a V z U= O w6WgZwwWZQZo H J m Z J U a U U w W 2 w w I o Z U w a 2w�� ?t�zU I- -UU c,,:c000 2 O U z O Fo vn W � I w wl nil IE rY 0 Lo 0 //''�� n Oo cn O O_M ci '04) Lu coXo6 UI- 7 O J co co � W U J M w Zm�OOWZ"If Z cnMa Oa: zl-cLr,�UYc(oo UjZ�=°g°V Z 0OLU ZLI' z �ZFa W W W — _ — W ZLL����z�ama> f �� �LlZ�z�0z��p=w _ rn w� w .- it U m G ' Z ON�UUUNUU���U a U U Z 0 Z a O U U� U z o e-% co Lo °a Lo O o�4° U z To vz Q 0 ;2 LD J �u;oo Q m - m U 7 / oo z 25 o cU) O In r Qm �O O r rn M e} U) U Lo J� f7W W ~ O0 U �— — U O cn ow U o0 '� Z� Q a 8) a O ILL 01-1 Z w U zc) wo Z QC) O ZF- F- > m O z L0 00 W Z co s ! Pr 1• C •� C� O ff~ 6 JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS Q THIS DE SIGN AND THESE DRAWINGS ARE THE PROPERTY OF GNIA ARCHITECTS. INC. NO PART OF THIS WORK MAY DE REPRODUCEOWITHOUT PRIOR WRMN PEMIISSICN FROM GMA ARCHITECTS• INC. GATE ELEVATION SCALE: 1 1/211=V-0" ENLARGED WAREHOUSE OFFICE SCALE: 3/16" = V-0" SHEET NUMBER A 2.4 WAREHOUSE OFFICE ENLARGED PLAN EMERGENC EYE WASH SEE PLUME f3- ROOF DRAIN LEADER - SEE r LuIA AMU I/- nn A%A/TA 1/'C FRONT OFFICE RESTROOMS 2 ` SCALE: 1/2" = 1'-0" ��2.5 WAREHOUSE RESTROOMS SCALE: 1/2" = 1'-0" mwz INNS ACCESSORY KEYNOTES F±l HANPiCAP ACCESSi13LE LAVATORY, SEE PLUMBING PWGS FOR FIXTURE TYPE [:[3] STANDARD WATER CLOSET - REFER TO PLUMBING DRAWINGS FOR FIXTURE TYPES HANDICAPPED ACCESSiBLE WATER CLOSET, SEE FLUM13iNG PWGS. FOR FIXTURE TYPE F—pl HANPiCAP ACCESSIBLE URINAL - REFER TO PLUMBING PWGS. FOR FIXTURE TYPES FE] STANPARP URINAL - REFER TO PLUMBING PWGS. FOR FIXTURE TYPES EHANPiCAP ACCESSIBLE PRINKING FOUNTAIN TOILET ACCESSORIES SCHEDULE KEY MATERIAL 42" GRAB BAR Cad SiDE 36" GRAB BAR 0 BACK 24" VERTICAL GRAB BAR 21 SANITARY NAPKIN DISPOSAL �3 SOAP DISPENSER (SURFACE MOUNT) 3A SOAP DISPENSER (COUNTER MOUNTED) E4 TOILET TiSSUE DISPENSER TOWEL DISPENSER WiTH EPAPER WASTE RECEPTACLE �6 TRAP WRAP ❑7 FRP PANEL FROM FF TO 6-0" FLOOR MOUNTED, HEAD FAiL BRACED TOILET PARTITIONS ❑g UNDERCOUNTER LAVATORY 10 ADA GLASS MiRROR (24 X 36) 10A ADA GLASS MIRROR (45 X 36) 11 URINAL SCREEN 12 29" HC SWiNG DOWN GRAB BAR, EQUIVALENT TO BOBRiCK #8-4995 MOUNTED TO BACK WALL. THE MOUNTING HEIGHT OF THE REQUIRED REAR BAR MAY BE VARIED TO COORDINATE WiTH THE SWING GRAB BAR 13 UTILITY SHELF w/ MOP & BROOM HOLDER 0 N 0 W J p U rn J m to W WI- co M h L9 6 C m o In JQ on fW -�CDm m QW z(MD I� UQa 0 w U- n N N W W U� �w�J �(Da J o -x Q It o Z U J O wow5owWW ()'--o mm z a W W Q U) Q W Hmo =-I=F ZoafuJ = ?�ZU IW-�UU 1Wicm Z O U U Z ~ F- m d U W W :l a w 0 0 Lo o m rn n a /1 (o O ofN Z_ O N If.. v d N U M 6 rn w u) x 0 6� 1- � U) > M _j c) J 0 co (D af W W W QI,aDo W W odd o Z I- Wof� QU)Ma Z O U a Z L U Y p W (D W O o W w :7c o w Z w 0>-Z_WZ=-`�Z�wm ° ����MZ> Q�<W V 0LL wF-w�ZLLM �U�C9�UIW- ' U) WO Z Z W0O-g !ll_p l- (n ONU)U UNNUU�iI�U)U I— J JUG J Q D _ z z a 0 Z O; W Z el 0 00 u) LL � Tn = Q m 0 O O rn O U (n J co Q z _� �z Q ° oo �Q r- Z Z ° z ~°�� O Z F- Z Z M U z rn� a v o ;E Q rn m 0 m U U W ��MW ==vim w ~ 00 U F U - O (A rn w (n Q U 00 � Q CD ¢ rn U d O w Z W w zti U Wo z a(10 C) LL -' o m �cl) c) 0 Loz w 00 z ``111111 `►Iflil���r s` -7 C'` J- Ile JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS A THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCEDYATHOUTPRIORWRDTENPERMISSICN FROM GMAARCHITECTS.WC. SHEET NUMBER A 2.5 RESTROOM ENLARGED PLANS DRAIN STUB & DOWNSPOUT (FIELD LOCATE) 2 PUMP HOUSE A J2.6 SCALE: 1/8"=1'-0" 31/1 4'-9 5/16" CL HANGER PiPE 4'-1013/16" 3 CANOPY PLAN A 2.6 SCALE: 1/8"=1'-0" 598'-51/2" a 4'-9 5/10' 3 EXTR. ALUM. REAR CLiP ANGLE .032 ALUM. CONT. OPTIONAL REAR ""', GUTTER (CLOSED AT ENDS) 3/4"0 HANGER PiPE I 21/2"X12"X.032 ROLL FORMED ALUM. INTERLOCKING DECKING 1 1/2"X3"X.125 EXTR. ALUM. SECTION SUPPORT ANGLE A 2.7 j EXTR. ALUM. 8" STYLE 'J' FASCIA (CLOSED AT WALL) (FIELD NOTCH Cfu REAR GUTTER & FOR FRONT CLiP ANGLE) ?rk� EXTR. ALUM. FRONT CLiP ANGLE 1 ROOF PLAN A 2.6 1 SCALE: 1" = 20'-0" ROOF INSULATION KEY ONE LAYER 13/4" INSULATION - PUMP HOUSE ONE LAYER 3" INSULATION - TYPiCAL AT AMBIENT STORAGE AREAS, LOADING DOCK & OFFICES TWO LAYERS OF 2" INSULATION ( TOTAL OF 4")- TYPICAL AT COLD DOCK TWO LAYERS OF 3" INSULATION ( TOTAL OF 6") - TYPiCAL AT FREEZER NEW2 ROOF PLAN KEY NOTES a60 MiL. MECHANICALLY FASTENED TPO MEMBRANE OVER RiGiD INSULATION ON METAL DECK. 2� ROOF DRAIN & OVERFLOW SCUPPER - SEE DETAIL 5 / A 8.0 ❑3 MECHANICAL EQUIPMENT - SEE MECH. OWGS & DETAIL 5 / A 2.7 �4 EXHAUST VENT - SEE MECH. DRAWINGS & DETAIL 5 / A 2.7 �5 PLUMBING VENT - SEE PLUMBING DWGS & DETAIL 4 / A 2.7 ROOF ACCESS HATCH & LADDER - SEE DETAIL 9 / A 2.7 6 (INCLUDE LADDER EXTENSION) ❑7 ENTRY CANOPY 5ELOW -SEE DETAILS 3A & 313 / A 2.7 ❑8 SHEET METAL COPING CAP (0 STEPPED PANELS) 9� SHEET METAL GUTTER 10 SHEET METAL DOWN SPOUT 11 P05T HYDRANT -SEE DETAIL 4/A 2.7 5iMiLAR GENERAL ROOF PLAN NOTES 1. ROOF SHALL BE 60 MiL, MECHANICALLY FASTENED, WHITE TPO MEMBRANE OVER POLYiSOCYANURATE RiGiD INSULATION - SEE PLAN KEY FOR INSULATION THICKNESS AND LAYERS 2. FLASH MECHANICAL EQUIPMENT AND PENETRATIONS ON THE ROOF ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 3. METAL ROOF DECK SHALL BE COATED w/ WHITE PRIMER. THE ROOF DECK AT THE COLD DOCK AND FREEZER SHALL BE GALVANIZED. 4. FLASHING AND COUNTER FLASHING FOR ROOF TOP UNITS SHALL BE COMPLETED iN ACCORDANCE WiTH SMACNA 5. 10'-0" MiNiMUM D15TANCE ANY VENT TO AiR INTAKE. 6. SEE DETAILS 4 / A 2.7 & 5 /A 2.7 FOR TYPICAL MECHANICAL CURBS AND PiPE PENETRATION BOXES 7. ALL ROOF AREAS TO BE SLOPED 1/4" PER FOOT MiN. UNLESS NOTED OTHERWISE. SEE THE ROOF PLANS FOR AREAS OF WARPED STRUCTURAL DECK AT THE ROOF DRAINS AND AREAS OF TAPERED INSULATION. 8. ALL PLUMBING, MECHANICAL, ELECTRICAL, ETC. ITEMS MOUNTED ON OR PENETRATING ROOF MAY NOT BE SHOWN, SEE RESPECTIVE PLANS FOR LOCATIONS. PENETRATIONS, ETC. THROUGH ROOF SYSTEM SHALL COMPLY w/ ROOF MANUFACTURER'S PRINTED INSTRUCTIONS & STANDARDS. 9. ALL WORK & MATERIALS BELONGING TO & ADJACENT TO ROOF SHALL BE iN FULL COMPLIANCE w/ ROOF MANUFACTURER'S STANDARD INSTALLATION DETAILS & WARRANTY. 10. PROVIDE CRICKETS (TAPERED INSULATION) ADJACENT TO ALL ROOF -TOP EQUIPMENT, ETC. (TYPICAL). MINIMUM 1/271'-O" SLOPE ON ALL CRICKETS. Cn N W `? U n m f0 J M n > CO W InIn to h cow _ ¢ p d o W - 0 W a - ( N N W 'i N UW¢� 0-12 �a0n J>U W fn-QJ = ❑ wOWY ou-2Z-J WUJ50Q Wwz wZO WJCo Z a: WU_Z F- cmFoz J W W¢ �U)¢ W 1:W' � o Z_ U W Q ?�ZUIW-�UULLMUU Z O H U Z O L Er a W a t% 0 o m ui rn o r- a oT U� OPO N W -1OO6 mil- G co CDW pj-cv) M oU°?U)Lo—z 0R w In CD n:a wwo wogoU v u-oowc920Hazui� Z WWz=?=��Z��C aW§M Jt-¢vzz�w 'W zLL=zDoz �o=w V t�w�m Z�U�W W U� J W�O..ONZ~5�� G 0N(nU UN V V5 W V D�/� 4 ¢ VJ U z L ¢ OJ U U> 2 ti2 r- U O0) V J M Q U z =c �o OU O �_ Lo �U)o¢ o q = M U Z z ~°mom rn O � ° ~�¢ Z z oe U 0)0 z N o 9 ¢0,,o ° U 0JQ' M J <° UU W o FUU O U rnwx � ¢ NCA 2 o=OzM�- OD ? Q a of a rn U L.L. O LL LL " W 1-- Z w W zti U Wo z Q o O zv t- > - m �o U) �� � cy)� W 00 z JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS Q THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. SHEET NUMBER A 2.6 ROOF PLAN 0 w J 0 w w TEMPORARILY SECURE TPO MEMBRANE FOLLOWING FREEZER TEMPERATURE PULL -DOWN FOAM FiLL JOINT THEN PERMANENTLY SECURE ROOF MEMBRANE PER MFR'S DETAILS 5CHEDULED TPO ROOF MEMBRANE TURN DOWN I.M.P. WALL & FASTEN W/ TERM. BAR CONT. GALY. MTL. TERM. BAR SCHEDULED ROOF INSULATION - SEE ROOF PLAN FOR THICKNESS - USE TAPER INSULATION Cal CHANGE iN THICKNESS WAFER HEAD SCREW FILL WITH FOAM AFTER PULL DOWN INSTALL DECK SUPPORT ANGLE FOLLOWING TERMINATION OF TPO INTO I.M.P. SCHEDULEDiNSULATEP METAL WALL PANEL ENLARGED MTL PANEL DETAIL O/+A I C . OU-41 nil W/ WASHERS, NUTS & 3"X3"X.09375 STEEL BACKING PLATE 1/2" OX21/2" SAE GRADE 2 THRU BOLT W/ WASHERS & NUT GALY. MALLEABLE IRON CLEViS �— 3/4"0 HANGER PiPE COUNTERFLASHiNG AND/OR SEALANT, CONT. BY OTHERS FLASHING, BY MAPES TO CL FRONT CLiP ANGLE — EXTR. ALUM. REAR CLiP ANGLE POWER51/2X3 HEX NUT LOK/BOLT (05030) 3/0" 0 SAE GRADE 2 CARRIAGE BOLT A55EM13LY 3/16.0 ALUM. POP RIVET 1/8" 0 ALUM. POP RIVET 2 1/2"X12"X.032 ROLL FORMED ALUM. INTERLOCKING DECKING 3/16" 0 ALUM. POP RIVET 0 0 --------------------}----- 032 ALUM. INTERMEDIATE TROUGH 032 ALUM. CONT. OPTIONAL FEAR GUTTER (CLOSED AT ENDS) 4" DRAIN STUB & DOWNSPOUT (FIELD LOCATE) ('M' CANOPY SECTION A J2.7 SCALE: 3"=1'-0" NOTES: -FiNiSH SHALL BE -ALL FASTENER HOLES BRONZE ANODIZED NOT OTHERWISE NOTED TO BE HELD DRILLED -VERIFY ALL DIMENSIONS -ALL FASTENERS NOT -SEALANT, OTHERWISE NOTED ARE CONT. BY OTHERS CADMIUM PLATED FERROUS OR ALUMINUM 11/2"X3"X.125 EXTR. ALUM. SECTION SUPPORT ANGLE 1/2"X1/2"X.0625 EXTR. ALUM. SECTION SUPPORT ANGLE PROJECTION GALY. MALLEABLE IRON REDUCER 1/2" OX12" SAE GRADE 2 THREADED ADJUSTMENT ROD EXTR. ALUM. FRONT CLiP ANGLE di 5 GA. GALY. STEEL CAP SEALED TO 'ANEL FACINGS W/ BUTYL CAULK AND -A5TENED TO BOTH FACINGS AT 12" O.C. [FLD CUT THERMAL BREAK 'IF INSULATION SCHEDULED ROOF INSULATION 3EAM OR JOiST - SEE STRUCTURAL DWGS. -EMPORARiLY SECURE TPO MEMBRANE :OLLOWING FREEZER TEMPERKI URE PULL -DOWN _OAM FiLL JOiNT THEN PERMANENTLY SECURE ',OOF MEMBRANE PER MFR'S DETAILS ,CHEDULED TPO ROOF MEMBRANE URN DOWN I.M.P. WALL & FASTEN W/ TERM. BAR ;ONT. GALY. MTL. TERM. BAR 5CHEDULED ROOF INSULATION M.P. FASTENER :ILL WiTH FOAM AFTER'PULL-DOWN' NSTALL DECK SUPPORT ANGLE FOLLOWING NSTALLATiON OF i.M.P. 3UTYL BEAD SCHEDULED INSULATED METAL WALL 'ANEL 3EAM OR JOIST - SEE STRUCTURAL DWG5. PROVIDE 55 CLAMPING RiNG & HOOD PER MFR'5 RECOMMENDATIONS FOR HEATED STACKS STAINLESS STEEL CLAMPING KiNG VENT STACK (MiN 12" CLEAR FROM ANY WALL, CURB, OR OTHER PiPE SCHEDULED TPO ROOF SYSTEM FLASHING PER ROOFING MFR'S RECOMMENDATIONS SCHEDULED POLY- i50CYANURATE INSULATION METAL DECK SEE STRUCT. DWGS. TYP. ROOF PENETRATION SCALE : 1 1 /2"� I'-V" SEALANT BED 'L' SHAPED ALUMINUM FLASHING (BY HVAC CONTRACTOR) UNiT MOUNTING CURB FASTENERS APPROX 8" O.C. SEALANT FLASHING PER MFR'5 RECOMMENDATIONS CURB BEARING LOCATION FOR NORMAL WEIGHT LOADING CONDITIONS SCHEDULED TPO ROOF SYSTEM POLY-150 ROOFING INSULATION STEEL DECK SEE STRUCT DWG5 PRESSURE TREATED WOOD BLOCKING (5"� ROOF CURB DETAIL A 2.7 SCALE: 3 -1 -0 3/16" 0 ALUM. POP RIVET EXTR. ALUM. FASCIA FRONT SUPPORT EXTR. ALUM. BRACKET FRONT CLiP ANGLE 3/8" 0 SAE GRADE 2 CARRIAGE _ BOLT ASSEMBLY POWERS1/2X3 HEX NUT LOK/BOLT (05030) 1/4"00/4" EXTR. ALUM. REAR CLiP ANGLE SAE GRADE 2 N BOLT W/ NUT z. 11/2"X3"X.125 EXTR. ALUM. —o SECTION SUPPORT ANGLE /F EXTR. ALUM. 8" STYLE 'J' FASCIA\ 3" 21/2"X12"X.032 EL.110'-2' ROLL FORMED ALUM. INTERLOCKING DECKING SECTION WIDTH SECTION WIDTH 1 3/4" 5" CL HANGER PiPE 51/2" Ll1/2" 5" EXTR. ALUM. FASCIA END SUPPORT BRACKET .032 ALUM. FASCIA BAFFLE -On SiDE COPING EXPANSION JOINT DETAIL NOTE: USE DRIVE CLEAT AT ALL COPING SEAMS COPING JOINT DETAIL 6 COPING DETAILS n i l Soznw F 1 1 /2"=1'-(1" 9 SMOOTH BACK MEMBRANE ­/ HEAT WELDED I AP (EACH SiDE) K36' CANOPY SECTION "B" r8' A J2.7 SCALE: 3"=1'-0" �AZ 9.1 BACKER ROD -11/2 TiMES OPENING WIDTH SCHEDULED ROOF MEMBRANE SEE KOOF PLAN I I I 1 -' - 5CHED. iNSUL. - SEE ROOF PLAN STEEL ANGLE -SEE STRUCTURAL DWG5 GATT INSULATION mu 'I "I VERIFY W/ STRUCT. DWG5. Im REFER TO ROOFING MANUFACTURER FOR RECOMMENDED EXPANSION JOINT DETAIL ROOF EXPANSION JOINT DETAIL SCALE: 1-1/2" = 1'-0" NOT USED SCALE: 1-1/2" = 1'-0" (BASED UPON GAF EVERGUARD 401D) CD O p I 10 N W J 0)U n m � M � :-5J ti Cs M co cluoj Do o � 0) Q on ��0Do OP UQQw 6 c)e° r; �0�� U- n: NN 00 W W z� Ow��_ �co� Ii0Wr e QU-Oz UJO O w 0 of J Z- J I-U"IJp�p QwLL_FZ W(DZ lu�I?--mmz�I-z��Q w=w0Wa� = wr0 -C=c)%O LLLL W j�m00 n: r-zUUUc)0� z O U b ~ U � w Z)w w tL U- 0 Lo o m rn Lo ''�� � d o) �//o VJ 0 0 N O {ice C x o o t� U) J Dom•) W J0C,w wM W W zCOI�-c0wof U)Ma —. Ot'iUa ZI-oJQ W;n 1 �G uwci Q Wzz"=°gOv v uw u)_j <OUcnz.Q Z w� ZwZl=�zrQ�a LIJ a�§3ExFz>-zw, OU�WU W� u�W UUUmAozwo,. Z �0�UUUNUIcU- n Q c ? z_ Z Z C) Q ^� Loco n U � Lo i0 �rn4� O - ~ N U z CZ 0 05�a F- J ��, 00 Q 2 c+) U Z z ~0IDw O °~�¢ I- z CD z c' U z rn � (o r 0 o rn O M U W J�W W =0 vm r U p co _ U I— - O to rn w _ ��'95 �cnN< LL V Do 00 O z _j Q a rn u~i a O LL w W W Z W zti U Wo Z Qelo C) O Z� t- . a) CD _< ?o Lo 0 polo" cy) H W 00 Z GoI`I/1' i'\ iN t a..`f 3•0 B'j Illllil) JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS A THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CMA ARCHITECTS, INC. SHEET NUMBER A 2.7 ROOF DETAILS X SEE PLAN I CHAMFER EDGES (BOTH SIDES OF JOINT) FINISH EDGE OF PANEL EXTERIOR / q>_ - SEE PLAN o w 1 'A u � �- u ° N ' A ------------------------ ---------------------- II BACKER ROD SEALANT II II CONCRETE WALL PANELS II II II v i i CONCRETE CURB (WHERE OCCURS) - SEE FLOOR PLANS I INTERIOR FURRED WALL (WHERE OCCURS) - SEE FLOOR PLANS PARTITION 5FF TYPE PI 5TRUCT 1 CONCRETE PANEL JOINT A 2.8 SCALE: 1 1/2"=T-0" NOTE: ALL EXTERIOR AND EXPOSED INTERIOR CONCRETE WALL JOINTS SHALL BE CAULKED USING A TWO (2) PART DYMERIC POLYURETHANE w �ILiY INTERIOR 4 CONCRETE PANEL JOINT A 2.8 SCALE: 1 1/2"=V-0" 9 9.1 EXTERIOR I BACKER ROD & SEALANT 1'-8" CHAMFER EDGES (BOTH SIDES - OF JOINT) I I ARCHTECTURAL CONC. NJALI PANEL SEE 5TRUCT. DWG5. N r N BACKER ROD SEALANT - w BEARING CONC. WA L PANEL / TYPICAL AT ALL EXPOSED SEE STRUC'i. D GS. , EXTERIOR JOINTS �jJD1N5.ULAT1oN 4 � BEAR NG CONC. WALL PANEL 5E 57RUGT. DWG5. CONCRETE WALL PANEL PREFiNiSHED METAL TRiM DY I.M.P. INSTALLER J PREFiNiSHED MTL TRiM 4" iNSULATED BY LM.P. INSTALLER CONCRETE CURB (WHERE METAL PANEL Q OCCUR5) - SEE FLOOR PLANS CONC. CURD CONC. CURD � I A AAG2,CAK I rnLD nnvluvl i STORAGE 1'-0" 1'-0" DOCK 100 101 NOTE: SII ALL EXTERIOR AND EXPOSED INTERIOR CONCRETE WALL JOINTS SHALL BE CAULKED K7N CONCRETE PANEL JOINT U51NG A TWO (2) PART DYMERIC POLYURETHANE SCALE: 1 1/2"=V-0" 9 9.1 RUN SEPARATE SLiP SHEET ± 5'-0" UP PANEL * TEMPORARILY SECURE. 8" 4 all XK TRIM @ TERMINATION BAR AFTER 4" INSULATED 811 CURB 15 FINISHED METAL PANEL \ Q A, 0 0 w Lu O uj Z_8 \ � o m Q- �� n I r: "'2 I I a - - n - I I 41' I °� T. _ ° .. U : G C K'2' ALL CURB DETAIL A 2.$ SCALE: 1 1/2"=T-0" VAPOR BARRIER WILL BE ROLLED UP IN VOiD, TEMPORARILY FASTEN I x 4 TO WOOD BLOCKING AND LEVEL FOR PANEL POUR ON SLAB THEN PULL UP V.B. AND SEAL TO THE FACE OF THE PANEL AT WHICH POINT THE VOID WILL BE FOAMED FULL FREEZER 6 MIL PLASTIC SLiP SHEET PROVIDE SEPARATE ± 5'-0" WIDE SHEET ABOVE CURB TO PROTECT PANEL WHILE CONCRETE 15 POURED ` FL. 100'-01, FINISH FLOOR TWO LAYERS OF 2 1/2" THICK RIGID INSUL - STAGGER JOINTS BOTH DIRECTIONS TERMINATION BAR W/ SEALANT FACE OF WALL - REFER TO WALL TYPES 150LATION JOINT AND ASPHALT IMPREGNATED FILLER MATERIAL CONCRETE CURB CONT. #4 HORIZONTAL REBAR STEEL DOWELS AT 48"O.C. w to INTERIOR 1 1/2" WAREHOUSE FLOOR NOTE: CONTROL JOINTS IN CUR55 TO ALIGN WITH CONTROL JOINTS IN FLOOR SLAB (MAX SPACING 20'-0") (5' REVEAL DETAIL A 2.8 SCALE: 1 1/2"=1'-0" 6" PRE -FINISHED IN5UL METAL PANEL CONT. BUTYL SEALANT IN PANEL JOINTS, TYP. POLYURETHANE SEALANT AFTER BUILDING 15 AT FINAL TEMPERATURE CONC. CURB. SEE 2 /A 2.5 SEAL EPDM VAPOR BARRIER TO FACE OF PANEL W/ GALV. METAL TERM BAR COOLER OR AMBIENT CONT GALV STEEL ANGLESLo ANCHOR TO SLAB @ 16" C/C F.I.P. INSULATION 2" THICK VERTICAL RIGID IN5UL. CONT. PT 2 x 12 WOOD BLOCKING w CONC SLAB SEE 5TRUCT. DWG5. --- 10 MIL CONT VAPOR BARRIER W/ TWO (2) BEADS OF CONT BUM CAULK BOTH SIDES IN LINE WITH PANEL I j ANCHORS SEAL PENETRATIONS WITH EXTERIOR I BUTYL SEALANT - COMPACTED 5U5GRADE 45 MIL EPDM VAPOR BARRIER SET iN TWO (2) BEADS OF CONT. BUTYL CAULK SEAL CONT. TO 10 MIL VAPOR BARRIERS ELECTRIC HEAT IN MUD SLAB - SEE ELEC. DWG5. INTERIOR FREEZER PANEL SILL 3 A 2.$ SCALE: 1 1/2"=V-0" NOTE: FILL VOIDS W/ FOAM -IN -PLACE INSULATION W-GROOVE" REVEAL CONC. WALL PANEL GYPSUM BOARD 'IV" GROOVE CONTROL JOiNT AS REQUIRED 5/5" GYP. BD, ON 3 5/8" METAL 5TUD5 (WHERE OCCURS) - SEE PLAN FOR PARTITION TYPES AND LOCATIONS TILT -UP CONC. FLAT PANELS BACKER ROD SEALANT EACH SIDE CHAMFER EDGES (BOTH SIDES OF JOINT) NOTE: ALL EXTERIOR AND EXP05ED INTERIOR CONCRETE WALL JOINTS SHALL BE CAULKED USING A TWO (2) PART DYMERIC POLYURETHANE 6 CONCRETE PANEL JOINT A 2.8 SCALE: 1 1/2"=1'-O" AMBIENT STORAGE 100 45 MIL EPDM SELF -ADHERING OR BARRIER PREFIN15HED METAL TRIM BY I.M.P. --� INSTALLER FIP INSULATION AS I REQU I RED G" INSULATED METAL PANEL CONC. CURB - COLD DOCK 101 - - - - - 6" INSULATED METAL PANEL FREEZER PREFINISHED METAL TRIM BY I.M.P. IN5TALLER W/ BUTYL SEALANT. 8 INSUL. MTL. PANEL JOINT A 2.8 SCALE: 1 1/2 -1 -0 9 9.1 8" 6" 6" PREFIN15HED METAL TRIM G" INSULATED BY I.M.P. INSTALLER W/ METAL PANEL I BUTYL SEALANT. FREEZER CONC. CURB I I 102 AMBIENT STORAGE 100 - - I - }n - - - - - 23 BUTYL SEALANT f G" INSULATED METAL PANEL PREFIN15HED METAL t TRIM BY I.M.P. INSTALLER 45 MIL EPDM SELF -ADHERING BARRIER I I CONC. CURB 9 INSUL. MTL. PANEL JOINT A 2.8 SCALE: 1 1/2"=T-0" I FIP INSULATION AS REQU I RED AMBIENT STORAGE 100 0 EXTERIOR FiLL CAVITY w/ FiF INSULATION ARCHITECTURAL COXIC. WALL PANEL SEE 5TRUCT. DWGS. ---- --- -------------- A'J f�tD INSULATION BEARING CONC. WALL PANEL SEE 5TRUCT; DWG5." \I 1 � - u a I w SEE 5TRUCT. DWGS. ui FOR CONNECTION ° J ' << < / J < _ ... _.... .. .., C C p O (s) �' U w y. < oc 11 COLD a DOCK 11-0ui CONC. CURD < -v 10 CONCRETE PANEL JOINT A 2.$ SCALE: 1 1/2"=1'-0" NOTE: SEE TYPICAL COLD DOCK PANEL JOiNT ime 1� Mn ,c;TF(-,n,, VAPOR BARRiFR rw)mnN BACKER ROD & SEALANT 15 MiL V.B. EXTERIOR COLD 1'-0" 71/4" 4" 1/2' DOCK claD 15 MiL "STEGO" VAPOR CONC. CURD- BARRIER ONLY @ COLD DOCK PANELS 15 MiL VAPOR FARRIER - OVERLAP 10 MiL V.D.16" AT VERT. JOINTS AND SEAL w/ 2 0 DEADS OF BUTYL. LEAVE 18" LONG LOOSE. " _ - - - -1 Lu FiLL CAVITY W/ FiF INSULATION m ., x SEALANT r SEAL VAPOR BARRIERS TO PANEL w/ TWO BEADS OF BUTYL ` x ._ 5" TH. CERAMIC FIBER BLANKET u� EXTERIOR II w i; 6" INSULATED I N METAL PANEL J � I < _ < _ B.1 PREFiNiSHED METAL J 0 \v TRiM DY I.M.F. INSTALLER o, iI o I, FREEZER -r ? I 102 m dI v CONC. CURD / CONT. 10 MiL f I VAPOR FARRIER 11 CONCRETE PANEL JOINT A 2.8 SCALE: 1 1/2 -1 -0 NOTE: x JOiNT iS SHOWN ENLARGED/EXPLODED FOR CLARITY PURPOSES ONLY. T-3 3/4" 71/4" 6" 1/2" CONC. CURB' CONT. 10 MiL FREEZER s� VAPOR BARRIER 102 � =' f `�� < BUTYL SEALANT @ w , f EACH END OF MTL TRiM Lq I < - - - - - - '7 6" INSULATED i :> METAL PANEL EXTERIOR �I FILL CAVITY W/ I FiP iNSULATION / I1 1 SEAL VAPOR FARRIER TO PANEL w/ TWO DEADS OF BUTYL BACKER ROD & SEALANT 15 MiL VAPOR BARRIER - OVERLAP 10 MiL V.D.18" AT VERT. JOINTS AND SEAL w/ 2 % BEADS OF BUTYL. LEAVE 18" LONG LOOSE. _ _ BUTYL SEALANT U � Lu <w - -------- _ _ ui In m CONC. CURD PREFiNi5HED METAL TRiM BY I.M.P. INSTALLER SEE 12 CONCRETE PANEL JOINT 5TRUCT. A 2.8 SCALE: 1 1/2"=1'-O" NOTE: x JOiNT i5 SHOWN ENLARGED/EXPLODED 0 N o cn w J m m c°h M n co Q 19 I � 0) W oa �Iom UQQw Qzm r- �o2w U- a NN w2� w<2-, U�.J aw>Qwco i0�YLLiZ uj oWwwwzwzo Z �QIo m Jw< NJW Oof 1,- nx!A Q W'L � af S wl-.bi� Z.' Zvw� Q- ~00 wnx uiox ?,t-zU I-�-UU u:mUU Z 0 �Q w w U ? O IY C° a U w a U- LL o � 0 u, 1- d M o //1 opw N Z _ o N U 6QJW X c' ) QJmoLwp�W z ww o0U ?t-8�w zo -UY Ua�wz -= gmOmmco MwU» o�d V LL ow o1_QZ CAQ Z k MzFLunw. W aof�� J=Z> <n< LLI x UWF w wUwUwUlw- u) >>mz�Z�w_o cn Z o cf) 0UcN�IUU�r-�U (`U ? U z Z Q OJ D U 0161 z Oco � n U , O w �c.cp C) m Q U z x v zo U Yo Q g iA Q I- < O 'z'x j m U Z Z ~ o O °~�Q H Z m U Q rnZ u z N F < o c"o) M U w L W Yo x I- - o lu ly � ( N OP o LL Z O C" QQ CD c~n 16. O LL I� W ~ Z W zti U W o Z Q(o C) O Zv co?o U) F Lo Cl) ~ 0 " co I=- 00 W Z bly•'1C0? 13� e,� •` El A JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS Q THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS. MC. SHEET NUMBER A 2.8 PLAN DETAILS FOR CLARITY PURPOSES ONLY. 1 PU A 2.9 SCALI SHEET PAINT[ STRUC FOR RI 16"x1( -SEE 2 A 2.9 PUMP HOUSE NORTH ELEVATION SCALE: 1/4"=V-0" LiNE iNDTrA-rT=C- SLOPE :R & SPOUT HEADEF 3 A 2.9 PUMP HOUSE EAST ELEVATION SCALE: 1/4"=V-0" SHEET METAL COPING DE) 60 MiL TPO ROOF SYSTEM RiGiD INSULATION OVER 11, 10" METAL JOIST - SEE ST 6" x 6" PRE -FINISHED GUT- PAINTED C.M.U. WALL - SEE DRAWINGS FOR REiNFORCi TEST HEADER w/ HOSE VA PROTECTION DRAWiN( LL PENETRATIONS 6" PRE -FINISHED DOW 4CRETE SPLASH BLOCK r l ICCT A ACT A I rnniNG ALL - SEE �WiNGS AN DOOR - JLE PANEL SiZE - SEE PANEL JONNT PLAN SEALANT 10 MiL VAPOR BARRIER ARCMTECTURAL CONC. WALL PANEL SEE STRUCT.-OW65. --- -------- - ----- ^- - \ 6" THi \X x x x x i i i i i x x x N x x x Y, ! BEARING CONC. WALL a PANEL SEE STRUCT. DWG5. FiLL CAVITY w/ F.I.P. INSULATION 3/4" CHAMI=ER EDGES 3/4" 3/411 3/ "* NOTE: JOiNT 15 SHOWN ENLARGED/EXPLODED FOR CLARITY PURPOSES ONLY. PANEL SiZE - SEE PANEL JONNT PLAN 15 MiL "5TEGO" VAPOR BARRIER - OVERLAP 10 MiL V.B.15" AT VERT. JOINTS AND SEAL w/ 2 BEADS OF BUTYL. LEAVE 15" LONG LOOSE. SEAL VAPOR BARRIERS TOGETHER w/ 2 BEADS OF BUTYL SEALANT AND ROLL INTO JOiNT 5 A 2.9 ARCMTECTURAL CONC. WALL PANEL SEE STRUCT. DWG5. -. ---------- - -- �-- 6"THICK RIGID > (s) BEARING CONC. WALL a J UJ PANEL (s) SEE STRUCT. DWGS. TYPICAL FREEZER PANEL JOINT SCALE. 1 1/2"=V-0" PANEL SiZE - SEE PANEL JONNT PLAN SEALANT ARCMTECTIURAL CONC. WALL PANEL ' SEE 5TRUCT. DWGS. 4' 1 I 1 BEARING CONC. WALL A PANEL 5EE STRUCT. DWGS. PANEL SiZE - SEE PANEL JOiNT PLAN 15 MiL " 5TEGO" VAPOR BARRIER - OVERLAP 18" AT VERTICAL JOINTS AND SEAL w/ 2 BEADS OF BUTYL. LEAVE 0' LONG LOOSE. SEAL VAPOR BARRIERS TOGETHER w/ 2 BEADS OF BUTYL SEALANT AND ROLL INTO JOINT ARCHTECTURAL C%C WALL PANEL `!SFE�5TRUCT. DWGS. HIX I0,K R N BEARING CONC. WALLLu PANEL 5EE STRUCT. DWG5. o FiLL CAVITY w/ F.I.P. INSULATION 411 3/4" CHAMFER EDGES 3/ "* NOTE: JOINTIS SHOWN ENLARGED/EXPLODED FOR CLARITY PURPOSES ONLY. 0 TYPICAL COLD DOCK PANEL JOINT SCALE: 1 1/2"=V-0" BENT PLATE - PROVIDE 2 PART POLYURETHANE AFTER TEMPERATURE PULLDOWN 6" WiPE CONT CONC CURB EACH SiPE W/ CONTROL JOINTS THAT ALiGN w/ FLOOR JOINTS - SEE DETAIL 2 / A 2.8 6 MiL PLASTIC SLiP SHEET — RUN E3ETWEEN iN5UL & CONC SLAB - TURN AND RUN UP METAL PANEL TO 5'-O" A.F.F. COLD DOCK CONCRETE SLAB 3" THICK x 4'-0" WiDE 1" MiN 4" INSULATED METAL PANEL 9 COLD DOCK - PANEL 15 CENTERED OVER 2" GAP w/ INSULATION GALVANIZED METAL ANGLE ANCHOR TO 5LAE3 @ 24" C/C - 5EE PANEL SHOP DWGS METAL PANEL SET iN CONT. BUTYL CAULK GALVANIZED BENT PLATE ANCHORED TO 5LAB @ 2.4" C/C - SEE METAL PANEL DWGS WAREHOUSE CONCRETE SLAB I I A - 1 4 D. 7a RiGiD INSULATION . 2" 2" THICK RiGiD -- INSULATION (VERT.) INTERIOR COLD DOCK PANEL SILL SCALE: 1 1/2"=1'-0" NOTE: FILL VOIDS W/ FOAM-iN-PLACE INSULATION 0 N W J rn U n m rn M J > o Q n Wco Lo � (0 0 19 6 a o° HZ)oc vaQw —z o n ER O 2 w U- a N N V�QOOo2� °cl W?R w W U� (n w W wowy <--Oz UJD WWca �gZW�WZQZZ Q I-Qwo9 f-m z J W W Q 2cpQw of�T=-OZc=jv~iQ2 �� wf-.0--z Wo a- O ?t,zU H-o6 LL 00 2 O Li U 2 Z O � m a U � w a 0 0 0 U) d rn o VJ Z W O�Q F o O 0)0L/_>Mco (6xc, JmoolXw aU a o Do w W m M o W OOUaz�o�Qwoa rZ �° �mZz_`�=og,60 V U- p m J W a O V� zQ z ow ��W W Z= Q g Z Z ma Ll.l _ w (V' WI-UJU)CD 9m0� v Z'nZ~- Z Oc�mU0CNII0 n0U � QLi Li Z Z a OJ w U U� col 21 z ei F- O o n U O 2o�.0 1— �, -i T M Q c) z = o Z o h z I— d =_ 90 coo Z z ~° our a O z te r z z ch U z 0)U F 0 — 0) V W M 4 cn H UUU `" W L1J Y O = I— - o c lo� _ 5 = V I- (A N NU 00 I.L Z M Q a rn U a O V_ W 17— LU Z W zti U wq Z Q� O f z� 1— > m Q ?o Uo � ~ W 00 Z OF GONA/ AND' 4��` •. • �} ���''•�. �' p • G ► j •%�1 `fie i� • �c i G� �°�°aaaaal cis`°`p JOB NO: SJ1518 PA: FCW DATE: 07.09.2015 REVISIONS A THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WGRK MAY BE REPRODUCED WITHOUTPRIORWRDTEN PERMISSION FROM GMA ARCHITECTS, INC. SHEET NUMBER A 2.9 PUMP HOUSE PLAN & ELEVATIONS 0 0 I 1 0 1 11 1 0 1 1 O 1 WAREHOUSE OFF A 3.0 SCALE: 1/8" = 1'4' 2 A 3.0 3 A 3.0 FRONT OFFICE RCP SCALE: 1/8" = 1'4' GYP BD CEILING DETAIL SCALE: 1 1/2" = V-0" wr liwagm _lm USG 1CC ESR-1222 OR APPROVED EQUAL GYPSUM BOARD CEILING - SEE DETAIL 3 / A 3.0 :055 TEE INSTALL CONTROL JOINTS PER MFR RECOMMENDATIONS CEILING AREAS EXCEEDING 900 SF TO BE SUBDIVIDED N1 CONTROL JOINTS INTO AREAS LESS THAN 900 5F SEE DETIAL 8/A6.2 AA AINI TCCI' 5/8" GYP. BOARD '\ LUSG 093 CONTROL JOINT OR APPROVED EQUAL GYP BD CEILING CJ DETAIL SCALE: 1 1/2" = 1'-0" 5 GYP. BD. HEADER A 3.0 SCALE: 1 1/2" = 1'-O" 3 5/8" 20 GA. MTL STUDS @ 16" O.C. - DO NOT HANG FROM ROOF DECK SCHEDULED CEILING SEE R.C.P. CONT. 20 GA. TRACK 5/8" GYPSUM BOARD GENERAL R.C.P. NOTES 1. CONTRACTOR TO REVIEW CEILING PLAN AND NOTIFY ARCH OF ANY CONFLICTS SUCH AS DUCT WORK, PIPING, ELEC., ETC. PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. ALL nFFI(E AREA Arai I5TlrAI CEILING SHAI I RE ('El\ITEREf) INI EACH ROOM AS SHOWN UNLESS NOTED OTHERWISE. [USG OLYMPIA MICRO CLIMAPLUS, 2X4 TEGULAR LAY —IN (#4421). GRID IS CHICAGO METALLIC 1200 SEISMIC 15/16 EXPOSED TEE GRID SYSTEM.] 3. 2'-0" X 4'-0" ACOUSTICAL CEILING GRID AND TILE. HEIGHT BE 9'-0" UNLESS NOTED OTHERWISE. 4. SEE LIFE SAFETY PLANS FOR EXIT SIGN LOCATIONS, THOSE SHOWN ARE FOR DESIGN INTENT ONLY AND SHOULD BE VERIFIED WITH THE LOCAL CODE OFFICIALS AND FIRE DEPARTMENT. 5. SEE ELEC. PLANS FOR FINAL LIGHTING LAYOUT. 6. SEE MECH. PLANS FOR FINAL HVAC GRILLS, DIFFUSERS, DUCTS, AIR RETURNS, ETC. LAYOUT. 7. SEE FIRE PROTECTION DWGS. FOR SPRINKLER LOCATIONS. 8. PROVIDE ASSOCIATED CEILING INSULATION ABOVE ALL ACOUSTICAL CEILING AS INDICATED. THIS INCLUDES THE 3 1/2" SOUND ATTENUATION BATTS AT 2'-0" ON EACH SIDE OF CERTAIN PARTITIONS PER PARTITION TYPES. (NOTE: THE SOUND ATTENUATION BATTS ARE NOT AT EVERY PARTITION.) R.C.P. LEGEND 2'-0" x 4'-0" LIGHT FIXTURE - SEE ELECTRICAL DWGS 0 1'-O" x 4'-0" LIGHT FIXTURE - SEE ELECTRICAL DWGS D 2'-0" x 2'-0" LIGHT FIXTURE - SEE ELECTRICAL DWGS RECESSED DOWN LIGHT - SEE ELECTRICAL DRAWINGS ® EXHAUST FAN i INDUSTRIAL STRIP FIXTURE - SEE ELECTRICAL DWGS EXIT LIGHT - SEE ELECTRICAL DRAWINGS GYP. BD. CEILING IN—] SUPPLY IE7 RETURN O F.P. HEAD IN A.C.T. W/ TRIM EL.14'-0" AFF -L 6 GYP. BD. HEADER �t3j.O SCALE: 1 1/2" = 1'-0" SEE PARTITION TYPE P-8 BEYOND 3 5/8" 20 GA. MTL STUDS 916" O.C. - DO NOT HANG FROM ROOF DECK SCHEDULED CEILING SEE R.C.P. SEE BOX BEAM HEADER REQUIREMENTS ON SHEET A 4.5 FOR STUD MEMBER SIZE BASED UPON SPAN CONT. 20 GA. 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NO PART OF THISWORK MAY BE REPRODUCEDYATHOUTPRIORVMi ENPER''.IISS!ON FRO.'.I GMA ARCHITECTS, INC SHEET NUMBER A 3.0 OFFICE CLG PLANS CD C) lu 0) PECK co Ob 2 (D cy) > L C) CY) OD . ...... -------- .......... ------ cy) C'4 .. ..... . . . ..... . ..... R-11 VINYL FACED STICKPIN INSULATION TO PECK F15 ow CE 000 04 C14 0 DEFLECTION TRACK RE: Lq L>L, 'w -w" TO DETAIL 3 A 4.5 . ......... LL 250T125-18 TRACK .............. w 0 Y 0 Lq of w Z a, w m < LL w a w z < 2� -j In z C/) :7c w SCHEDULED CEILING (WHERE OCCURS - . . . ..... U) m m -j w Z 0 W a. SCHEDULED CEILING (WHERE OCCURS - w o z < r\ r SEE REFLECTED CEILING PLAN) SCHEDULED CEILING (WHERE OCCURS - 0 z uj < SEE REFLECTED CEILING PLAN) SEE REFLECTED CEILING PLAN) z 6 w I 5/8" GYPSUM BOARD EACH SIPE 5/8" GYPSUM BOARD EACH SIDE 0 EXTERIOR CONCRETE WALL w EXTERIOR . ...... ... 1-- DATT INSULATION - FULL DEPTH GATT INSULATION - FULL DEPTH z 0 iE VAPOR BARRIER 0 Lq w LL 2505125-18 STUDS 24" C/C INTERIOR 8005125-43 STUDS 16" C/C 600512543 STUDS 16" C/C 1 /all LL5/6- C) GYPSUM BOARDo Lo a U) --o CN, . . . ....... . R-11 5ATT INSULATION C; a) C04 -) - Lo 'CIO) 25OT125-18 TRACK, PARTITION ANCHORED TO Lu 0 x o 6 '§) � FLOOR W1 SHOT PINS W/ WIN. EMBEDMENT BASE AS SCHEDULED uj d W. BASE AS SCHEDULED LENGTH @ 16" C/C z Fn �q -j g 0 : . ..... )&ow 80OT125-43 TRACK, PARTITION ANCHORED TO 60OT125-43 TRACK, PARTITION ANCHORED TO 'w , lw ;7, m 'm' cn BASE AS SCHEDULED z u- w 0 2 c� (6 zc FLOOR W/ SHOT PINS W/ 1"' MIN. EMBEDMENT FLOOR W/ SHOT PINS W/ 121'MIN. EMBEDMENT Lu CL 3:3: t; z z 12 w HOLD DRYWALL OFF CONCRETE FLOOR SLAB LENGTH @ 16" C/C . ..... D Z < D < > LENGTH 0 16" C/C Z LL mz=)OzHomw -wwcoo o'Q . ....... FLOOR - FINISH AS SCHEDULED W--)Dcortoz�-�go -�5 C\l FLOOR - FINISH AS SCHEDULED c\j w 0 0 3--o'd FLOOR z co 6 0 c'j I,- U) 91/4" 41112" 71/4" z F- z D 0 5; L) w NOTES: NOTES: 2 NOTES: 0 •SEE PETAIL 1 /A 4.5 FOR 0 SEE DETAIL 1 /A 4.5 FOP,• SEE PETAIL 1 /A 4.5 FOP, FURREP WALL W/ YAPOR DARRIER WALL DRACING-1 REQMTS F'4 8" STUD FULL HT INSUL. PARTITION WALL DRACING REQMTS F7 6" STUD INSUL. PARTITION WALL 13RACING REQMTS z �_ 0 SEE DETAIL 2/A 4.5 FOR 0 Do • SEE DETAIL 2/A 4.5 FOR SEE DETAIL 2/A 4.5 FOR Lo e% F- SCALE: 11/2" T-O" CONTROL JOINT REQMTS SCALE: 11/2" T-O'- CONTROL JOINT REQMTS SCALE: 11/2" T-O" CONTROL JOINT REQMTS NEW U < Lo ❑ 20) 0 0 (.) -j Ce) < 0 0 o U n ii� z 0 PECK w C6 I,',- oz < m — . D M PECK STEEL PECK 60025125-20 STUDS 16" C/C z � o 10 w 25OT125-1& TRACK SEE STRUCT. PWGS. X. Z o o -, Cp < , FCp - 362T125-18 TRACK 0 a <K r\ < 0 [L z cy) U) DRYWALL GUSSETS TOP, BOTTOM CORNER TRIM & MIDDLE tn❑ C) m 3621­125-18 TRACK < o QD 0— 0, u �; 4 cn J Lo �; 31/2" SOUND ATTENUATION DATTS 4'-0" FROM 0 �w_ Yoe WALL WHERE CEILING OCCURS Lij cb —0 ow �2 X SCHEDULED CEILING (WHERE OCCURS - 04 < 5 co'?4 (2D SEE REFLECTED CEILING PLAN) k . ....... 00 SCHEDULED CEILING (WHERE OCCURS - 21/2" 21/25/6' z _3 516' 6" C SEE REFLECTED CEILING PLAN) 41 k CID 5/8" 35/8" 51b" 2505125-lb STUDS 24" C/C 51/2" SOUND ATTENUATION DATTS ONE SIPE 0) c/) SCHEDULED CEILING (WHERE OCCURS -SEE REFLECTED 9 5/8" 3 5/6' 5/811 CEILING PLAN) 5/8" GYPSUM BOARD EACH SIPE 5/8" GYPSUM BOARD 3625125-18 STUDS @ 24" C/C 518" MOISTURE RESISTANT GYPSUM BOARD 518" GYPSUM BOARD EACH SIPE 6005125-18 STUDS @ 12" C/C 3 STUDS 16" C/C 3625125-k 250T125-1,5 TRACK, PARTITION ANCHORED TO FLOOR W1 SHOT PINS W/ BASE AS SCHEDULED BASE AS SCHEDULED 1'MIN. EMBEDMENT LENGTH 16" C/C 1/2" SOUND ATTENUATION 13ATTS AT PARTITION . ......... 362T125-15 TRACK, PARTITION ANCHORED TO LL BASE AS SCHEDULED FLOOR FLOOR W/ SHOT PINS W/ �'MIN. EMBEDMENT WLENGTH @ 16CIC 362T125-lb TRACK, PARTITION ANCHORED TO FLOOR Wit SHOT PINS Wit FLOOR �'MIN. EMBEDMENT LENGTH @ 16" C/C uj 4 7/6' z HOLD DRYWALL OFF CONCRETE ui z r-_ FLOOR SLAB SEE PLAN F� 0 W o C\l (o HOLD DRYWALL OFF CONCRETE FLOOR SLAB z 0 Z NOTES: NOTES: NOTES: < 0 0 SEE DETAIL 1 /A 4.5 FOP, 0 SEE DETAIL 1 /A 4.5 FOR 0 SEE DETAIL 1 /A 4.5 FOR > - Z) — 0� WALL DRACING REQMTS WALL BRACING REQMTS WALL BRACING REQMTS j o F2 3 5/8" METAL STUD NO INSUL. F5 PLUM13ING WALL P8 3 5/8" METAL STUP GYP co -j 0 SEE DETAIL 2/A 4.5 FOP, 0 SEE DETAIL 2/A 4.5 FOR 0 SEE DETAIL 2/A 4.5 FOR Z) U) SCALE: 11/2" T-C)" CONTROL JOINT REQMTS SCALE: 11/2" 1'-O" CONTROL JOINT REQMTS SCALE: 11/2" T-O-- CONTROL JOINT REQMTS U) 0 Lo z U) r-- 0 Noun" T.O. CMU 112'-0" 0 0 PECK 362TI25-15 TRACK ....................................... `-S o rl\ N 6'CMU BOND BEAM - SEESTRUCT. 250T125-lb TRACK . ..... .. /A 13ATTS 4'-0" ON PWGS FOR BOND BEAM LOCATIONS 3 1/2" SOUND ATTENUATION SCHEDULED CEILING if EACH SIPE OF PARTITION AT TYPE ?2A ONLY 60025125-20 STUDS 16" C/C tJ % STEEL COLUMN % SCHEDULED CEILING (WHERE OCCURS - 4-i SEE STRUCT. PWGS. 516, 3 516 516, SEE REFLECTED CEILING PLAN) 5/6'GYPSUM BOARD EACH SIPE JOB NO: SJ1518 2505125-18 STUDS 24" C/C 5/8" GYPSUM BOARD EACH SIPE 1/2" 51b" 3625125-18 STUPS @ 2,,V'C/C DATE 07.09.2015 .... .. R-11 13ATT INSULATION REVISIONS A -16 TRACK, FIRE -RATING NOT REQUIRED 250T125 PARTITION ANCHORED TO FLOOR W/ 3 1/2" SOUND ATTENUATION 13ATTS SHOT PINS W/ q'MIN. EMBEDMENT LENGTH @ 16" C/C 6'CMU WALL BASE AS SCHEDULED . . ..... BASE AS SCHEDULE[) HOLD DRYWALL OFF CONCRETE FLOOR SLAB 362T125-18 TRACK, PARTITION ANCHORED TO SEE STRUCT. PWGS. FLOOR FLOOR W/ SHOT PINS W/ �'MIN. EMBEDMENT FOR FOUNDATION INFO cq LENGTH @ 16" C/C FLOOR 4 718" HOLD DRYWALL �' OFF CONCRETE dL FINISH FLOOR FLOOR SLAB lOO'-O-- 41/2" f / THIS DESIGN AND THESE ORAININGS ARE THE PROPERTY OF 7 5/8" GIAAARCHIT ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED PRIOR WRITTEN PERMISSION FROM GMAARCHITECTS, "INOCU w U) w 4 1 //4 - 41 Llj NOTES: NOTES: SHEET NUMBER 0 SEE DETAIL 1 /A 4.5 FOR 0 SEE DETAIL 1 /A 4.5 FOR F5 3 5/5" METAL STUD W1 INSUL WALL 13RACIW-v REQMTS P6 8" CMU/ 6" METAL STUD WALL WALL 13RACING REQMTS F9 FURRED COLUMN 0 SEE DETAIL 2/A 4.5 FOR 0 SEE DETAIL 2/A 4.5 FOR A 4.0 SCALE: 11/2" = T-O" CONTROL JOINT REQMTS SCALE: 11/2" = T-O" CONTROL JOINT REQMTS SCALE: 11/2" = l'-O" PARTITION TYPES DOOR SCHEDULE DOOR # ROOM # DOOR FRAME DETAILS HDW GROUP RATING FIRE REMARKS TYPE I MAT'L WIDTH HEIGHT THICK. TYPE MAT'L HEAD JAMB SILL 100A 100 1 STEEL 9'-O" 1 O'-0" 2" N/A N/A ... .... 1 . _..........._.-..__...._.___ ..___._ ... __... _........................ ...... _...... _..-__........_....____ .__.._ .._._.. .. .-........ _........-.. ............. ... __.-_- 100B 100 . 1 . STEEL ......... ..... 9'-0" . 10'-0" ..................... .... 2" ... ......... N/A N/A 1 /A 4.2 2/A 4.2 _..__.._.__...-- 3/A 4.2 -- 2 - 2 _. - - 100C 100 -..._._._..._._..___ 1 ----- STEEL 9'-O" --_._._. ----._.._... 10 0 -- 2 - -_ N/A N/A ---- - 1 /A 4.2 _...- --.... _.............................................._ 2/A 4.2 - - 3/A 4.2 - -._.. _ _ _. _-.. _---....__._......__......_..__..._.._..........._...._...._.... -_ ....--------.-.----._..... 100D ...................... 100 _......-._ 1 ............. STEEL 9'-O" ... .... 10'-O" 2" ___ _................................ N/A N/A 1 /A 4.2 2/A 4.2 3/A 4.2 2 100E 100 1 STEEL 9'-O" 10'-O" 2" N/A N/A 1 /A 4.2 2/A 4.2 ......_........._.__...__._..._...._---- 3/A 4.2 .................. ......._....._.................._ 2 .................... --..... .... -.__-......_............----....._............_............ _.-�. - 100E - _ _ ........... 100 .. _..... 5 - _ -...................._- HM - ...... 3'-O" ........ ........... 7'-O" ... -----.-- --•- 1 3/4" -----.-........... ............ A _._.........--.-- HM -----._.---... 4/A 4.2 1 /A 4.2 4/A 4.2 _.. 2/A 4.2 ............. ..... .._........... ..... 5/A 4.2 _..- - _-_ _I -- 100G - 100 . _... 1 STEEL -.. _ 9'-O" 10'-O" 2" N/A _.._ N/A 3/A 4.2 _..........._... ... ..._.................... .... _ 2 .............................. .._.... ___ ............... _.................. _..... _._- ........ -_ . 100H 100 1 STEEL 9'-O" 1O'-0" 2" N/A N/A 1/A 4.2 2/A 4.2 3/A 4.2 2 100J 100 1 STEEL 9'-O" 10'-O" 2" N/A N/A ......... 1 /A 4.2 2/A 4.2 _ _.... ... 3/A 4.2 ..._ 2 _ _._ _ __ .__..__........__...... _.._................... _............... -----------....--------....._ 100K 100 1 ....... STEEL ...... _ 9'-O" 10'-0" _........ ..__ ........... 2" _ N/A N/A 1 /A 4.2 ... 1 /A 4.2 2/A 4.2 -- --._ 3/A 4.2 _... 2 ._.._.... _ ..- ...-............_...................__..........- - 100L 100 - 1 STEEL 9'-O" 10'-O" 2" N/A N/A - -.. ......_ 2/A 4.2 _..._.......__..._ ___.._.........._.__........................._....._.._...._...._. 3/A 4.2 2 _.._................._._ - - - --- -_.._.. 100M .._........... 100 .._.__ 1 --- ................-.. STEEL ...__.._......-•----..-..- 9'-0" -• 10'-0" _-_-.-_____........-----.._.._..__...........-.._...._.__...._.. 2" N/A N/A 1/A 4.2 2/A 4.2 3/A 4.2 2 100N 100 5 HM 3'-O" 7'-O" 1 3/4" A HM 4/A 4.2 5/A 4.2 ......... _._... _..... ..................... ................-__.........................._..._._...._.._.._..........- 100P 100 1 STEEL 9'-0" 10'-0" 2" N/A N _ ._. _ _..- - - - 100Q 100 1 STEEL 9'-O" 10'-O" 2" ..-- N/A -......................._ ..........__ .............. N/A 1 /A 4.2 2/A 4.2 3/A 4.2 2 -..............................._..._......._..._ ----.---..---_._...._..__. 100R -..-._.._._---........_.._ 100 _..__............__ 1 ............. STEEL ---..... _._......... 9'-O" _._....._.._....._........... . 10'-O" ..._ 2" N/A N/A 1 /A 4.2 2/A 4.2 3/A 4.2 2 100S 100 1 STEEL 9'-O" 1 O'-0" 2" N/A N. ._ ........._.........--.-.-.-..-_.. .......... ._ - _ ..._....._._......_...._................_................_............_ .......... -. ... __.........__.................................._.........._._._ . .._ . 100T 100 1 STEEL 9'-O" .... 10'-0" 2" ........ N/A N/A 1 /A 4.2 _ 1 /A 4.2 _ 2/A 4.2 3/A 4.2 3/A 4.2 __..... ..."..111.1.111. 2 -.............................................. ------ ------ __..... _ 1000 100 1 STEEL 9'-0" 10' 0" 2" N/A _-_._...._.. N/A 2/A 4.2 ........ .... 2 . ........ ................ .................... .... _ ... ........................_.._... 100V 100 -..__.. _ 5 ..............................._ HM ........ S-0" ....... 7'-0" ........ ....... 1 3/4" A HM 4/A 4.2 4/A 4.2 5/A 4.2 100W 100 1 STEEL f » 9 -0 f » 10 -0 » 2 N/A N/A _....... 1 /A 4.2 2/A 4 2 ..... ......._ 3/A 4.2 ..._ 2 ........_........................_.....--........................................._-----------._..._. -...__................._-.__......___._ 100X ..... 100 _. ..................... ---..._._............... 1 _.._.._............ STEEL .._......_. _ 9'-0" ................ 1 O'-0" 2" N/A N/A 1 /A 4.2 2/A 4.2 3/A 4.2 -- . 3/A 4.2 ...................... ........... 2 2 - - 100Y 100 1 STEEL 9'-O" » - 10 -O „ - 2 - N/A - N/A ---.._....---- - ..__...--- - 1 /A 4.2 --....._.__.. -- 2/A 4.2 ------ ..._._._.........__......-........_............._....._.....---.--._._.................. ------ 100Z __..._._._.................. 100 _..................- 1 -------._...-- STEEL .--....._........_................._............._........._.----._............-._....._._....._........_ 9'-0" 10'-0" ... 2" _..............._......._............ ............................ N/A N/A 1/A 4.2 2/A 4.2 3/A 4.2 2 100AA 100 1 STEEL 9'-O" 1 O'-O" 2" N/A N/A ......... 1 /A 4.2 ...._ 2/A 4.2 3/A 4.2 2 ... _._._-.....-_...__...................._......._....__........._.._...-.........._......._.___.._. ____ -- I... ..__ ___-.- 10OBB 100 _...__ - .. 1 _.____.. STEEL .................._...................... 9'-O" _................_..-.._ ......_..._.................._._ 10'-O" 2" _..... 1 3/4" ......_ .........._ .... N/A __..._ ........... N/A 1/A 4.2 . 4/A 4 2 2/A 4.2 ..._......_ 4/A 4.2 3/A 4.2 6/A 4.2 2 - - ---- 100Cc 100 4 HM 3'-0" 7'-0" .... A ..._. _.---..._ HM --- •----------...._......_......__......_.. -. ----- --. 100DD ---- -__ 100 _--_- 4 _._._ _ _...... HM ---......- - ._...__ 3'-0" ........ ...._.........__._.. 7'-0" 1 3/4" .__-.._........... A ...._.......-._-.-- HM __ 4/A 4.2 4/A 4.2 6/A 4.2 100EE 100 4 HM 3'-O" 7'-0" 1 3/4" A HM ................._._._ 4/A 4.2 ._..-., ..... --_..........._... 4/A 4.2 .... _... ,,. ....._.... ---._..._...._....._ 6/A 4.2 ...._.................. _.............. .......... _.........._ ....----._._-- ..................... _._....._._._......-..- ..- -•--------- 100FF --.....---.------..__ 100 ............. 4 __......_..........•--. HM ----.-..------ 3'- Olt --....__...._._.................. 7'- Olt _...-....-._.... ._......_....._............. 1 3/4" A HM 4/A 4.2 4/A 4.2 6/A 4.2 6/A 4.2 ............. -. - - - 10OGG ------ 100 ------- 4 HM ----- 3'-0" 7'-O" _......._- 1 3/4" A HM .__ .........__ - - 4/A 4.2 4/A 4.2 ....... __.............._..__.._.. _..__......__-_.... ....... 100HH .. _...... 100 .......__ 4 .................. .............._..............................._........ HM 3'-0" 7'-0" . __ . _ 1 3/4" ..........._..__..._. A HM 4/A 4.2 4/A 4.2 6/A 4.2 100JJ 100 4 HM - 3 0 - 7 0 1 3 4 A HM 4A4.2 / 4 A 4.2 / 6 A 4.2 / 101A 101 2 POLYPRO 10'-O" 12'-O" 100 MIL N/A N/A 10/A 4_ 1 /A 4.4 11/A 4.2 2/A 4.4 ---.._........_........................................... 9/A 4.2 3/A 4.4 - _ HIGH SPEED DOOR 101 B 101 7 COOLER 3'-0" 7'-O" 1 3/4" N/A N/A _......._.._._........._.__._..... - ......._ 101 C 101 6 COOLER ....................-............---._.----._-.- 3'-0" 7'-0" ---._.................................._.............._----._.....-_---_.._.................-......._...._._._...-.--.._-- 1 3/4" N/A N/A 1 /A 4.3 2/A 4.3 6/A 4.3 101 D 101 1 STEEL 9'-O" 1 O'-0" 21 N/A N/A _ . _.. ... _ 4/A 4.3 .... 5/A 4.3 . ........... ._ 3/A 4.2 ............. ......................................... _..... __......_................-.-....----........ . 101E 101 1 ....- - STEEL 9'-0" 10'-0" ................... 2" N/A N/A N/A --_-._._._........... 4/A 4.3 .....__ ._... 4/A 4.3 ............................__.._-. - 5/A 4.3 _. __ _ _ 5/A 4.3 ---..__...._.... ...... 3/A 4.2 .. 3/A 4.2 ...................._..---............. _ - 101 F 101 1 - STEEL ---..._._ 9'-O" _ 10'-O" ....._._. -. --- 2" ....... N/A --..__ _.. -........._......_.. __........... . _ .._....._.._..... _ -._ ..... 101 G __.._..__... ..._ 101 ._._ .- 6 _- --- ._...._.._ COOLER _. 3'-O" . 7'-0' _......._.._._......_......_.��.._..._........... 1 3/4 -- N/A N/A 1 /A 4.3 2/A 4.3 3/A 4.3 102A 102 3 POLYURE 8'-O" 12'-O" 3" N/A N/A ._-•------..._....... 7/A 4.2 .......... _......_.__._._-..-...._._. 8/A 4.2 ..................... _..-._.._........_........ 9/A 4.2 _._..._...-.--.-...... -- - ---._....__._..__........._.._.............._........ BI-PARTING DOOR --._..__.... . ... __.........._._.._...... 1026 102 7 COOLER ..... 3'-0" __-.-_.-•--.._............__ 7'-O" ........................... 1 3/4" _.._.-.-.------.-.-- N/A N/A 1 /A 4.4 2/A 4.4 3/A 4.4 -- --- ._._ ADD DOOR CLOSER - __ . 102 3 POLYURE 8'-O" 12'-O" -._ N/A N/A ......._... .._.... •--- -- 7/A 4.2 - .------ ............ 8/A 4.2 ......_........._.......-__....... 9/A 4.2 _._.............. ............... _. BI-PARTING DOOR ..... ........_...... 102C ._. 3" 10. D . ... .... * ..... * .... . 102 -- 6 ............... - ... _..._.. COOLER --. ....... - - 3'-O" .........._....... _ 7'-O" _.._._._ .....�................ 1 3/4 _._............ N/A N/A 1 /A 4.3 2/A 4.3 3/A 4.3''] ADD DOOR CLOSER 102E 102 7 COOLER S-O" 7'-0" 1 3/4" N/A N/A -----....._....._. 1 /A 4.4 _..--..... -........... _...--....... 2/A 4.4 _..._.._.._................__..... _......._. 3/A 4.4 ....... -....- ---..__.._....__ ..._.........._....... _... _.... ....... ._..........._ ---- ADD DOOR CLOSER .-_-.._......................................_._................ . _... 103 __......__ 103 _._. -... 5 .... .... _......__.---...... HM _... _- ..- 3'-0" .-........................._........_ 7'-0" ....... _.... _..-__.._...._....._................_._.. 1 3/4" A ............ HM 4/A 4.2 4/A 4.2 5/A 4.2 104 104 12 WD - » 3 0 - » 7 0 » 1 3 4 D HM 7 A 4.4 / 7 A 4.4 / -- 105 105 11 WD 3'-O" 7'-O" 1 3/4" D HM 7/A 4.4 7/A 4.4 -- 106 106 8 HM 3'-O" 7'-O" 1 3/4" D HM . _ 7/A 4.4 ...... ............... . 7/A 4.4 -- -- - - .... ............._.... ADD DOOR CLOSER -- -- -- - .... 107 107 _... _ 11 ............ WD ....._ _"....''..."11... 3'-O" .._...._ 7'-O" . _........ 1 3/4" _- 1 3/411 11 . _ ... D ........._ HM 7/A 4.4 _..... 7/A 4.4 _ -._ 7/A 4.4 __...... _..._..........._...._.... -- ......._ _ _-... -- - -- 108 108 11 - -- WD V-0" 7'-O" D HM ---_.......................... 7/A 4.4 ........_._.._..__.-•- __....__..........__......... __._... --------__.__....._ 109 -______ 109 - 11 -----.....-- WD .._.._.........._............................._.___.._._...__ 3'-0" 7'-0" ---_.. ........... 1 3/4" ....._...........-.- D HM 7/A 4.4 7/A 4.4 --.....-_ 11 WD - » 3 0 , - 7 0 1 3 4 D HM 7 / A4.4 7/A 4.4 -- 111 12 11 WD WD 3' 0" 3'-0" 7'-O" 7' 0" 1 3/4" 1 3/4" D D ...._......._______...... HM HM ....... 7/A 4.4 ._.._ 7/A 4.4 7/A 4.4 _ - 7/A 4.4 -- ._..- ------ ........ I-- 111 112 112 - .... . I ....... . .. . .... . .... ­­ . .. . ..... _.­..._._ . . ................... . . .. . ................................... - 113 -__..._� 113 - 11 ----.._... WD 3'-0" 7'-0" ....._ 1 3/4" D HM 7/A 4.4 7/A 4.4 -- 114 114 11 WD 3'-O" 7'-0" 1 3/4" D HM _._-__._._.._._._.._ 7/A 4.4 _..._......._..._......_..__...- 7/A 4.4 ---..__..... . -- -�--------.. 115 115 ...- 11 ------------ WD ..... __........................... 3'-O" ..... I....... .....__ 7'-O" -.-.. 7'-O" ..__.._.......... 1 3/4" ............. _..-----. D HM 7/A 4.4 7/A 4.4 -- - ......... 116 116 11 WD --- 3'-O" ... ... 1 3/4" D HM _ _ .... ­1 7/A 4.4 ..........__..... _........... _.._.. 7/A 4.4 _.._..._..... ..............................� -- .- __.-- _......... ..........._ . ........ 117 .... _ 117 _.__._- 11 ---._..... .. _....._... WD 3'-0" ..._ . .. 7'-0" ..._......................._-.-_......_.__...._...... 1 3/4" D HM 7/A 4.4 7/A 4.4 119 119 11 WD 3'-0" 7'-0" 1 3/4" D HM 7/A 4.4 7/A 4.4 _ .. -- _...----.-...-........... _.-._._.....---...._ ....... _...__..._._._._................. ---....--_..._- 120 ._..................._._._..............__ 120 11 ................ ......_............... WD 3'-O" .. ............ 7'-0" ..... .............---...... 1 3/4" D HM 7/A 4.4 7/A 4.4 _..__...... .__ -- - - -. ELECTRIC STRIKE ("BUZZER") 121 121 12 WD -- 3'-O" --- 7'-O" ------ ----- 1 3/4" D HM .__.._......... ...-- 7/A 4.4 --------..._.._._......_ 7/A 4.4 ......... ..-- . _ -- --......_.........._......._................. -- _ - ..._-- 122 ----......_ 122 ._....__.._..._._....-..._.__..._..........._.._......_..- 11 WD ----------...... _... 3'-O" .._................................................... 7'-O" _.._................_............---_...........-........._ 1 3/4" D HM 7/A 4.4 7/A 4.4 -- 123 123 11 WD , » - 3 0 , u - 7 0 » 1 3 4 / D HM 7 A 4 .4 / 7 A 4.4 / -- .............................__.._. 124 124 11 WD 3' 0" 7'-0" .... 7'-0" 1 3/4" 1 3/4" D D HM HM 7/A 4.4 _.. 7/A 4.4 ..._..... 7/A 4.4 7/A 4.4 -- - 125 125 11 -------- WD ----_.._ _ 3'-0" -- ...... ----.............--._ -.-------- -.._.__.-__ ..._..___....---......_.......... ---- 126A ---..._---......_.....------...__.-.-. 126 12 ... .......... _....._._.... _...._ WD -._..___._ 3'-O" ......................_.. 7'-O" _ .... -_._ ... 1 3/4" D HM 7/A 4.4 7/A 4.4 -- 1266 126 12 WD 3'-0" 7'-O" 1 3/4' D HM __.-.-_._ 7/A 4.4 ....................... 7/A 4.4 ......................... _._._..._..-- -- ---..._..__._.._._._.__..._......--•--....-- ----- -.._.__._._.....-_.-............_-_--- ....... ----.._....... 127A --...... --.---- 127 -.-•--------.-..-.-.-.-.---....__..._._. 5 HM _..._._._...---._..... 3'-O" .._._..---............... 7'-O" _.-.------...-_.............__...._..----....... 1 3/4" A HM 4/A 4.2 4/A 4.2 ---- 5/A 4.2 - PAIR _. - 1276 127 - 8 HM - 6'-O" 7'-O" 1 3/4" B . _ _.... HM 1 O/A 4.3 11 /A 4.3 _.........__....._........................................ -- ................. __ ------. 128 128 8 HM ......... .....-.. 3'-0" _.._....................................__.............................................._..................................................._.........._............._..........._.__..........................._. 7'-0" 1 3/4" A HM 1 O/A 4.3 11 /A 4.3 -- 131 131 8 HM 3'-0" 7'-0" 1 3/4" D HM ......... . .... .._............ 7/A 4.4 .. 7/A 4.4 .. ._ _­­11...,_........_ -- ...... ._.._._...-1....... _...__...___....-_ --- --.........-_..__._._.._...__... ---- ---- - 133 ___ _ -.--.. 133 ____ ___.... 8 ...... -------_......._............._.................................... HM 3'-O" ........... 7'-O" ........ _.......... 1 3/4" .................. ......................... D HM 7/A 4.4 7/A 4.4 ---_-- 134 134 11 WD 3'-O" 7'-O" 1 3/4" D - HM --._........_.... 7/A 4.4 .......... ......... _..--..... _........... 7/A 4.4 ...... ..................-.---......_._....... -- ... ....._....---......... ..... ... --. ..... _.._._..--.-- _-..._._-- __..-..__...__ ..._._..---........_... 135A ... -........ ___ 135 - _.--- --- 8 .--__..... HM ..................................._..._...... 3'-O" .... _.... _.-... 7'-O" ..... -......... _..._..._..._._.._..--..----- 1 3/4" ------ - D HM 7/A 4.4 7/A 4.4 -- 135B 135 12 WD 3'-0" 7'-O" 1 3/4" D ......_._.. _ HM .... .._.................._....... 7/A 4.4 _....11 .... ...... 7/A 4.4 .,..... ...---........_....._ -- ..-........_.._....--.---_ ....._----.....--_..._.. ---_._..._..._.._...................... 136 I I -------- 136 8 -.-_. HM ..... ........._.. ._ 3'-O" 3'-0" 7'-0" 7'-O" 1 3/4" 1 3/4" D A HM HM -----.......................... 7/A 4.4 4/A 4.2 7/A 4.4 4/A 4.2 _......... ..._.................... 5/A 4.2 .. .... 137A 137 5 HM ._............---_...... _.....----- -............. ................... 137B 137 1 -------... STEEL __..... _....... 12'-O" _-- 14'-O" --....._..._..._....._........ 2" - ----- N/A N/A 1 /A 4.2 8/A 4.3 9/A 4.3 MOTOR OPERATION 138 138 12 WD 3'-O" 7'-O" 1 3/4' D HM 7/A 4.4 ..... ......................_..-_......__ 7/A 4.4 ...... _-_--.._.................. -- .................... _......._...._...... _..__...__...-- _....._ _..._...._.._.._...._....._. 139 139 12 WD 3'-0" 7'-O" -- -_.... ......._..... 1 3/4" ---.-.._ D -----........-.._...._ HM 7/A 4.4 7/A 4.4 -- --.._...---_......__....__...-.-------- 1 200 200 ..... _ 4 HM 6'-0" 7'-0" ...__..... .... .......... 1 3/4" _..__ B .... .... HM _..... ... 1O/A 4.3 ................. ................... 11/A 4.3 .....— 6/A 4.2 _._ PAIR DOOR TYPES 0 w = U n w �SEE SCHED 1 OH SECTIONAL DOOR SCALE: J"=1'-O" *PROVIDE LiMiT SWITCHES AT HYDRAULIC DOCK LEVELER LOCATIONS TYPE 1: INSULATED ! / / / / / / `IN -FITTING i Q OLER I IDOOR \\ EXTERIOR GALV, PRIMED & PAINTED TYPE 6 INTERIOR GALV., PRIMED & PAINTED TYPE 7 HiGH SPEED DOOR ..------- . .....___. ____. o _ . __.___--___._.._._...-_._ _. a ._-_..___._ SCHEDULED DOOR OPENING WiDTH lo TYPE 2 0 w _ u n w w SEE SCHED 11 18 GA HM DR INTERIOR PRIMED & PAINTED TYPE 8 0 w _ U w w it I w = I. �; U I.. I I; I I F-- � j; i SEE SCHED 18 GA HM DR INTERIOR PRIMED & PAINTED TYPE 9 - iNSUL / / / / / / / INSULATED Bi-PARTING DOOR 150-TEK OR EQUAL TYPE 3 SEE SCHED O 0 PRE -FIN w ALUM. w cn GLAS5 M■1 EXTERIOR TYPE 10 » f » E =1 -0 FRAM E E TYPES SCALE: MEDIUM BRONZE ANODIZED ALUMINUM FRAMES 4 9 ff A 4.4 0 f) 2" 2f_8» 2 3,_0„ 2 218°° 2„ i_4 .. 61-4' N 311 3'-4° 2 3'-0" 2' 2 6'O" 2� 0 2 3!-0,! 2! O O O -I 1. �' - ----- ... N ; i I I I 16 GA HM KD It N O O � I FRAME (PTD) EXT. EXTERIOR I I ! 0 14GA o 14GA °' i o i I -1 HM HM N I FULLY FULLY -• I WELDED WELDED I 0 ! N ! I !._.....-----..... I ------ -- .......... _..... GALV. PRIMED & N PAINTED GALV. PRIMED & 6 9 INTERIOR PAINTED A 4.4 A 4.4 TYPE D EXTERIOR EXTERIOR EXTERIOR ALUMINUM & GLASS TYPE A TYPE B TYPE C HARDWARE NOTES 1. WHERE WALL STOPS ARE NOT PRACTICAL PROVIDE FLOOR STOPS (IVES 436B OR 438B OR EQUAL) 2. CYLINDRICAL LOCKS SHALL BE GRADE ONE. DEADBOLTS SHALL BE GRADE ONE WITH CYLINDER X LEVER OPERATION LOCK. ALL LOCKSETS SHALL BE PROVIDED WITH BES T LOCK CAPABLE CORES. ALL HARDWARE FINISH TO BE BRUSHED ALUMINUM. 3. ALL DOORS INDICATED AS EXIT DOORS ON LIFE SAFETY PLANS LS1.1 SHALL INCLUDE HARDWARE THAT ALLOWS OPERATION & EGRESS WI THOUT THE USE OF A KEY IN THE DIRECTION OF EGRESS INDICATED BY THE EXIT SIGN ARROWS AND SHALL RELEASE WITH A FORCE NOT TO EXCEED 8 1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. 4. PROVIDE HARDWARE AS REQUIRED FOR THE NORMAL OPERATION OF EACH DOOR. 5. PROVIDE A.D.A. APPROVED LEVER HANDLE ON ALL SWING (NON -OVERHEAD) DOORS. 6. ALL HARDWARE SHALL COMPLY WITH THE STATE OF CONNECTICUT ACCESSIBILITY CODE, LATEST EDITION. 7. CLOSERS SHA LL BE LCN OR APPROVED EQU AL. 8. LOCKSET FUNCTION TO BE DETERMINED BY THE GENERAL CONTRACTOR AND APPROVED BY THE OWNER. 9. KEYING SHALL BE DETERMINED BY THE GENERAL CONTRACTOR AND APPROVED BY THE OWNER. 10. BALL BEARING HINGES SHALL HAVE NON -REMOVABLE PINS. 11. EXTE RIOR DOORS SHALL BE PROVIDED WITH ANODIZED ALUMINUM THRESHOLDS WITH A MAXIMUM HEIGHT OF 1 /2" AND BEVELED EDGE SLOPES NO GREATER THAN 1:12 GNS AS RE UIRED BY LOCAL CODE OFFICIALS FIRE DEPARTMENT. 12. PROVIDE ILLUMINATED EXIT SI Q / 13. RATED DOORS AND FRAMES SHALL BEAR AN APPROVED LABEL INDICATING (1) THE RATING FOLLOWED BY THE LETTER "S", (2) THE MANUFACTURER AND (3) THE NAME OF THE 3RD PARTY INSPECTION AGENCY. HARDWARE SCHEDULE GROUP #b1 GROUP 6: 1-1/2 PR HINGES 1-1/2 PR HINGES STORAGE LOCKSET PUSH/PULL PLATE CLOSER SILENCERS WEATHER STRIPPING CLOSER THRESHOLD WALL STOP HEAD DRIP STRIP LATCH GUARD GROUP 7: SWEEPS 1-1/2 PR HINGES STORM CHAIN STORAGE LOCK SET SILENCERS GROUP #2 CLOSER HARDWARE BY DOOR WALL STOP MANUFACTURER GROUP 8: GROUP 3: 1-1/2 PR HINGES 3 PR HINGES PASSAGE LOCK SET CYLINDER SILENCERS ADA PADDLE AND PULL CLOSER THRESHOLD WALL STOP WEATHER STRIPPING (2) CLOSER GROUP 9:1-1/2 GROUP 4: PR HINGES 1-1/2 PR HINGES PRIVACY LOCK SET OFFICE LOCK SET SILENCERS SILENCERS WALL STOP WALL STOP GROUP 10: GROUP 5: 1-1/2 PR HINGES 1-1/2 PR HINGES STORAGE LOCK SET PASSAGE LOCK SET THRESHOLD THRESHOLD SILENCERS SILENCERS CLOSER CLOSER WALL STOP WALL STOP II TINTED GLASS, TEMPERED IN CL EAR ANODIZED 1 ALUMINUM FRAME SEE SCHED Ii q. i i SOLID f l ui WOOD 0 I = U DOOR . i 1 I, Lu I • cn i I i : `i I �' INTERIOR TYPE 11 SEE SCHED SEE SCHED �w 16 GA 'uj 16 GA = U HM DR = HM DR w iNSUL. w iNSUL. (,D 0) EXTERIOR GALV, PRIMED & PAINTED TYPE 4 SEE SCHED iIT-- w w = U w w I 0 INTERIOR TYPE 12 WINDOW TYPES SCALE -1 -0 8" x 32" 1NSUL. ViSiON PANEL EXTERIOR GALV., PRIMED & PAINTED TYPE 5 24" x 36" LAMINATED GLASS ViSiON PANEL MEDIUM BRONZE ANODIZED ALUMINUM FRAMES FIXED EXTERIOR ALUMINUM WINDOW 01 I/Y VLL/ll\ Y IJIVIV GLASS, TEMPERED �, --- V15ION GLASS FIXED INTERIOR HORIZONTAL SLiDiNG FIXED INTERIOR SIDELIGHT FA55-THRU WINDOW (�) (�) (�) NOTE: PROVIDE HUNTER DOUGLAS 1" MiNi BLINDS AT WINDOW TYPES 1A, 2A, 6 AND STOREFRONT AT THE FFG SPACE ONLY GLAZING SCHEDULE _ ... .._ ........... _..--------_.----- MARK I TH DESCRIPTION ____. _.._ __. _...._ _--_-_...._.... O 1„ INSULATED GRAY 2 GLASS ...__..__.._.__.-___.__.._.__....__...._.__..... _ © I 1" I INSULATED GRAY 2 TEMPERED GLASS __-__ MARK TH D ESCRiPTiON ...__-•___ .............._....____........... � ..... - OCLEAR TEMPERED 1 1/4" GLASS -._... _ -._-- OD I 1/4" CLEAR ViSiON GLA55 0 N 0 U r on 0)(O J M cQ ¢ n 0 Upon FW-pocco [_ �0�� UZcCa NN VLuQOO,2_� E04 go - J>Lu U W fn'11 W U�Y Qu_�Z UJD Q��m W (9Z W Q 1-aomZ JwwQa. = of 2 ?nZUH�UULLm0U Z 0 i U ULu Z O w CO re a E- U w a w 0 O O 0 w In m O N U 00 N 6 Z7O,N �/c� p rn UiX- �h �CnJ Poi w ¢moD LED wmo0 W to f M p Un Z�oJQow,*° O 0 - J U Y Z - cA W ce� og U W00wom UaiZ�� O}ZWZ-Z¢w� ptg5a.W:�Q?�www5au-0~ Vn 2w�0)co n-5�mzz)-- i ZW.- OO-H 6U�-.U0c6�N n J L _) ♦g U vJ z Z U Q J _ O- U > w UU z O t% 0 0 s- n U 17 O r` LO a 0 � F- (n J fh coQ U z T_ D, LL o u 0M!'Q L.L. 2 bft OQ j co, Zz~00U j- ° EZ~O Z co rnCO�U z I In o 2 o�,Co fM 4 � c/ 0 -12 0 (j no J - M w r- U OU v U F_ - O�F,wo _ a,� I;a _ _ 2 U F (A N 2 U 0 0 It * w < z�0 Q ¢ rn cn o. f - O LL ii w Z w w zti U wo Q0 Z QC) O a� � - m _jO R U) 0 F_ to Z - 0 .�." * t_ D O w 0 Z `'( Geg:"/�� it • ,. f . •_„%\• 0� I. �... {,. r. e �Lo 3p4��`.�tts� . 9 `` N. GN 1 1 i JJ 11 1 JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 RE VISIONS 0 THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PARTOF THIS WORKMAY BE REPRODUCED WITHOUT PRIORWRRTEN PERMISSION FROM OMA ARCHITECTS, INC. SHEET NUMBER A 4.1 DOOR SCHEDULE LAA EXTERIOR LSEE 5TRUCT. EXTERIOR OH DOOR HEAD SCALE: 1 1/2"=1'-0" EXTERIOR 2 EXTERIOR OH DOORJAMB A 4.2 SCALE: 1 1/2"=1'-0" POUR POUR POUR POUR SEE SHOP DRAWINGS FOR PiT i DIMENSIONS & STRUCTURAL DRAWINGS FOR ALL REINFORCING. DETAIL FOR FOUR SEQUENCE ONLY. 0 1F 15 LESS THAN 12", THEN CUT DIAGONAL. iF GREATER THAN 12", CUT STRAIGHT AS SHOWN. iF DIAGONAL CUT, NO CONTROL JOiNT NECESSARY FROM BACK CORNER OF PiT TO EDGE OF FOUR -BACK STRIP CONSTRUCTION Jo . CONCRETE WALL PANEL DOCK SHELTER WHERE OCCURS OH DOOR TRACK ATTACH SECURELY TO WAI I PFR MFR'!, RFrnMMFNDATf0W) WEATHER STRIPPING DRiP NOTCH AMBIENT WAREHOUSE SECTIONAL OVERHEAD DOOR AND ATTACHMENTS BY DOOR SUPPLIER CONCRETE WALL PANEL PRIMED & PAINTED IT" GUARD TRACK SHIELD TO 48" A.F.F. ATTACH SECURELY TO WALL DOOR TRACK DIENT WAREHOUSE WEATHER STRIPPING OVERHEAD DOOR 12" MiN. OTHERWISE CUT DIAGONAL INTO CORNER OF PiT FROM EDGE OF POUR -BACK STRiP CONSTRUCTION JOiNT AND ADD CONTROL JOINT CENTERED BETWEEN ADJACENT LEVELER PiTS. iF NO HOUSE CUT BETWEEN TWO PiTS, ADD CONTROL JOINT FROM CONSTRUCTION JOINT 0 BACK OF PiT TO TiLT WALL. CENTERED BETWEEN DOCK PiTS. FRONT EXTERIOR CONC. WALL PANEL INTERIOR FURRING WHERE OCCURS SEE FLOOR PLAN FOR PARTITION TYPE EXTERIOR GRADE SHiM SCHEDULED H.M. FRAME - GROUT SOLiD CONTINUOUS SEALANT PREFiNiSHED METAL DRiP GUARD 0 HEAD ONLY SCHEPUL ED ENTRY DOOR EXT. HM DOOR HEAD AT CONC. WALL SCALE: 1 1/2"=V-0" EXTERIOR NOTE! JAMB SiMiLAR WALL (BEYOND) HOLLOW METAL DOOR & FRAME METAL THRESHOLD SET iN MASTIC CONCRETE 5LA13 OPEN GRATE STEEL DOCK STAIRS AND LANDING FOUNDATION WALL SEE 5TRUCT 5 EXT. MAN DOOR SILL AT DOCK STAIR A 4.2 J SCALE: 1 1/2"=1'-O" POUR SEQUENCE: • POUR A: POUR PiT FLOORS • POUR B : POUR ?IT SiDE WALLS AND EXTERIOR PORTION WiTHiN DOCK WALL OPENING. HOLD 8" BELOW FINISH FLOOR • POUR C: INSTALL AREAS BETWEEN PiTS • POUR D : POUR BACK STRIP. CAN BE POURED ON THE SAME OR DIFFERENT DAYS. MUST BE SEPARATED W/ CONSTRUCTION JOINT. • SAWCUT POUR BACK STRIP FROM INSIDE FACE OF PiT THROUGH FOUR BACK STRiP PARALLEL TO BACK OF PiT II PiT WALLS TO POUR THROUGH I I OPENING ON POUR 'B' POUR"N' I I CONTINUATION OF MAiN 5LAB SAWCUT LINES. iF (--NO MAiN SLAB 5AWCUTS EXTEND BETWEEN TWO PITS, ADD CONTROL JOINT FROM PARENT SLAB —FOUR "B" I I CONSTRUCTION JOINT TO TILT WALL. CENTERED BETWEEN DOCK PiTS. STEEL ANGLE — — — — — CONTROL JOINT — POUR 9' CONSTRUCTION JOINTS EDGE OF POUR BACK STRIP SEE STRUCTURAL (CONSTRUCTION JOINT). SEE MAIN 5LAB SAWCUT LINES DRAWINGS FOR DOWELS STRUCTURAL DRAWINGS FOR DOWELS 3 STANDARD DOCK LEVELER MAiN SLAB SAWCUT LINES A 4.2 SCALE: 3/4"=V-0" CONTRACTOR COORDINATE CONSTRUCTION JOINT TO BE VERIFIED POUR 'D' PiT ANGLE FOUR 'C' /77 B' " POUR ,_:... POUR 'A' 5EE 5TRUCTURAL DRAWINGS FOR PIT DIMENSIONS, ALL REINFORCING. DETAIL FOR POUR SEQUENCE ONLY. L _-_1' NOTE: POURS B AND C CAN BE COMBINED INTO A MONOLITHIC PLACEMENT PROVIDED THE PiT WALL ARE DEFINED WiTH BLUE BOARD OR STAYFORM PRIOR TO BACKFiLLiNG WiTH CLEAN STONE csi z U- 0 0 0 3 w > U- 2 w 0 0 0 L w > EXTERIOR al /)t2G AW AV GPI)KA RI M niNr &)) 1' Pt=i7 1'_n, WALL (BEYOND) SCHEDULED DOOR & FRAME INTERIOR MFTAL THRP;HnLD 5FT iN MASTIC ISOLATION JOINT CONCRETE 5LAB FROST HEAVE PROTECTION - SLUMP CONCRETE TO BELOW FROST DEPTH 6 1 EXT. MAN DOOR SILL AT CONCRETE A 4.2 % SCALE: 1 1/2"=V-0" VARIES SEE PTYPE n HiGH SPEED B1-PARTING DOOR VERIFY CLEARANCES W/ DOOR MANUFACTURER DOOR MFR. COL 7 HIGH SPEED BI-PARTING A 4.2 J SCALE: 1 1/2"=V-0" DOOR MANUFACTURER TO PROVIDE SURROUND / SUPPORT VERIFY PRIOR TO CONSTRUCTION INSULATED METAL PANEL WALL NYLON THRU BOLTS F.T. 2 x WD BLOCKING WRAPPED w/ 26 GA PRE -FINISHED SHEET METAL BY METAL PANEL INSTALLER - VERIFY SiZE WiTH DOOR MFG EXTEND WOOD BLOCKING AS REQUIRED FOR TRACK ATTACHMENT FREEZER "GOALPOST" ASSEMBLY SEE DETAIL x / A x.x R HEAD HiGH SPEED 131-PARTING DOOR VERIFY CLEARANCES W/ DOOR MANUFACTURER 2 x WRAPPED w/ 26 GA PRE -FINISHED SHEET METAL BY METAL PANEL INSTALLER - VERiFY SiZE w/ DOOR MFG & 5TRUCT. DWGS FREEZER I "GOALPOST" ASSEMBLY SEE DETAIL 2 / A 8.0 I VARIES 2'-1" SEE VERIFY W/ DOOR PROVIDER F-TYPE STEEL CHANNEL WELDED TO PiPE BOLLARD PAINT SAFETY YELLOW I PiPE BOLLARD - SEE DETAIL x / A x.x ATTACHMENTS BY DOOR SUPPLIER 8� HIGH SPEED BI-PARTING DOOR JAMB A 4.2 J SCALE: 1 1/2"=1'-0" COLD DOCK 3" THiCK RiGiD INSULATION 4'-0" WIDE HURIZUIYI AL x TWICE DOOR WIDTH -SEE FLOOR PLAN FREEZER SCHEDULED DOOR JAMB BEYOND Al ihN ARMOR JniNT W/ DOOR CAULK JOINT, REMOVE ANY CONCRETE PASTE FROM TOP OF 13AR5 DURING CONCRETE FINISHING (2) 2" x 3/8" "ARMOR EDGE" CONT COLD ROLLED STEEL JOINT ASSEMBLY 4" x 3/8" HEADED STUDS 012" C/C NYLON THROUGH BOLT 2 LAYERS 2 2" RiGiD INSULATION ON MUD SLAB SCHEDULED VAPOR BARRIER COMPACTED SUBGRADE A 4.2 SCALE: 1 1 /2"=1'-0" NOTES: -SEE ELEC. DWGS. FOR CONDUIT LOCATIONS WHERE OCCURS COOLER PANEL -PROVIDE BLOCKING FOR ALL DOOR ATTACHMENTS DOOR HOUSING VERIFY DIMENSIONS WiTH DOOR MANUFACTURER NYLON THRU BOLTS F.T. 2 x WD BLOCKING WRAPPED w/ 26 GA PRE -FINISHED SHEET METAL BY METAL PANEL INSTALLER - VERIFY SiZE WiTH DOOR MFG EXTEND WOOD BLOCKING AS REQUIRED FOR TRACK ATTACHMENT HIGH SPEED DOOR VERIFY CLEARANCES W/ DOOR MANUFACTURER "GOALPOST" ASSEMBLY SEE DETAIL x / A x.x 1 O HIGH SPEED VERTICAL LIFT DOOR HEAD A 4.2 SCALE: 1 1/2"=1'-0" 2'-1" VERIFY W/ DOOR PROVIDER AMBIENT WAREHOUSE VARIES SEE P-TYPE L T-6" INSULATED METAL PANEL NYLON THRU BOLT "GOALP05T" ASSEMBLY acr nGTAll A F.T. 2 x WD BLOCKING WRAPPED w/ 26 GA PRE -FINISHED SHEET METAL BY METAL PANEL INSTALLER - VERIFY SiZE WiTH DOOR MFG EXTEND WOOD BLOCKING AS REQUIRED FOR TRACK ATTACHMENT HS DOOR COLD DOCK 11 HIGH SPEED VERTICAL LIFT DOOR JAMB A 4.2 SCALE: 1 1/2"=1'-O" p N to 0 r�. co CT) J M to 00 a 2r � (0o � 9 -j d W�ocUl �i OP a�w Z10 00 04 2 OxVW2J �wW -,UWMau-ZJO ww 5 coZWWW Qzoz I-mmZ JcowQ�OQ W LL w Tj f_� o Z U W O Q ?�uj ZU 'Q6L ciUU 2 0 U W � m a w n w w a U- CD p p to r � Q' N O n/ Z T, LuL. cAxooOt- �t�> c�Oi wLij QUp ocCoo ww C) 1W mop M Z �-- W CY � a Cn C,� a OOUa?�p-'—Wco rZ <naQ�o�'aWOYOU V twipOJWaOUu)Z�� Z °, ZWz ZZWWa Lij w§_ >Q- �W (Wig W �W �� Q'U`.WUH V CU McO- F- W i-U) ZWr0 0U)60N56 1,-U)6 I— D U_ Z Z a 0� U> Aft nIL 2 m U o Lo w O rn O O rn 4 U Lo J M a C-) 0 z =� vZ o g ce _j w c 6 � o�g pQ t= z 1- a =5 Mo Z z �0 ° a 0 0 0�� Zo Z ch U z rn c o� F o� �o co U W = W U0 vV E-- - O co rn 0� = W�L9a _/ H U) N 2 C-) U 00 v U Z (r1 Q rn U) n 0 LL W ~ W Z W z ti U Wo Z Q� 0 zv 1" > m ?o U) mono" It F-- W 0 -A O) Z ,����«�nrrrrnei COIN;'V��1��., Co v is i �s-3 y• �de6eedR~-; ARoe JOB NO: SJ1518 PA: FCW DATE: 07.09.2015 REVISIONS Q THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, WC. SHEET NUMBER A 4.2 DOOR DETAILS 2 A 4.3 SEE INSULATED CONC..V'ALL PANEL SEE 5TRUCT. DWGS. 21/2" 4" 5TRUCT • 5TRUCT. CONC. WALL PANEL • G" RIGID INSULATION - ARCH. CONC. WALL PANEL 45 MIL EPDM i _ n VAPOR BARRIER. EXTERIOR = i -r H COMPRESSIBLE COLD DOCK 10 MIL VAPOR BARRIER. LAP OVER EPDM VAPOR BARRIER.SEAL Z .. s_ FILLER ..... _... W/ 2 BEADS CONT. BUTYL CAULK. CONC. FLOOR SLAG v SEALANT / T—�EMISPIRA�iTI D�iIGP COLD DOCK -0R- FREEZER J_rT-. HI -DENSITY PLASTIC SHIM PACKS AT —� lTfl,_4f+ PANEL BEARING LOCATIONS PER X n INSULATED CONCRETESHEET UNDER Lu "'WALL PANEL -STRUCTURAL DRAWINGSRIGID UNDERSLAB INSULATION SHALLFLOOR SLAB INSULATED CONCRETE WALL PANEL CONTINUE BETWEEN SHIM PACKS v n Avvanv ,)AnG i I i i' �, r11 t tivW^ VvVL tV. 1 i P.T. WOOD BLOCKING �4 DOOR TRACK BACKPOUR CONCRETE SLUG SEAL W/ ; !! - - - BACKROD SEALANT. - - - n - -' �— FiLL VOIDS W/ F1P INSULATION SEAL VAPOR BARRIERS WEATHER STRIPPING TOGETHER W/ BUM SEALANT ' a- UV RESiSTANt PVC CASING AND ROLL INTO JOINT -I- --1 SPRAY FOAM @ 18" O.C. TO _. iNSUL. OVERHEAD DOOR RAiN HOOD KEEP ROLL IN PLACE 0 45 MIL EPDM iN-FITTING INSULATED DOOR AS . SCHEDULED CONTINUOUS DRiP GROOVE BUTYL SEALANT _L :. O O n 10 M11 VAPOR BARRIER NOTE: o ., ....� .,...,,. �......,�.. / HEATED HEADERS C� FREEZER � (2) LAYERS OF 2 1/2" RIGID UNDER5LA5 SEE ELEC. INSULATION - 5TAGGERED BOTH WAYS 3" MUD SLAB W/ ELECTRIC HEAT EXTERIOR INFITTING MAN DOOR HEAD 4 OVERHEAD DOOR HEAD 7 EXTERIOR FREEZER BASE OF WALL DETAIL SCALE : 1 1/2"=1'-0" JAMiESON, ENViR-0 OR EQUAL A 4.3 SCALE: 1 1/2"=V-0" A 4.3 SCALE: 1 1/2"=1'-0" EXTERIOR INFITTING MAN DOOR JAMB SCALE: 1 1/2"=V-0" JAMiESON, EWIR-O OR EQUAL FREEZER DOOR & FRAME SYSTEM BY FREEZER DOOR MFR JAMB BEYOND SEE JAMB DETAIL THERMALLY BROKEN DOOR THRESHOLD 45 MiL EPDM VAPOR BARRIER SEAL TO BLOCKING w/ 2 BEADS BUTYL PRESSURE -TREATED WOOD BLOCKING 10 MiL CONT. POLYETHYLENE VAPOR 5ARRiER SEAL TO EPDM w/ TWO BEADS BUTYL ELECTRIC FLOOR HEAT iN MUD SLAB 45 MIL SELF ADHERING EPDM MEMBRANE EXTEND TO BLOCKING (2) LAYERS OF 21/2" RiGiD INSULATION STAGGERED EACH WAY EXTERiC 5 A 4.3 EXTERIOR FREEZER DOOR 3 SILL @ EXT. CONC. STOOP 6 A 4.3 SCALE: 1 1/2"=V-0" SEE 21/2" 4" 5TRUCT SEALANT INSULATED CONCRETE WALL PANEL PRIMED & PAINTED "Z" GUARD TRACK SHIELD TO 48" A.F.F. ATTACH SECURELY TO WALL DOOR TRACK WEATHER STRIPPING iNSUL. OVERHEAD DOOR EXTERIOR OH DOOR JAMB SCALE: 1 1/2"=1'-0" EXTERIOR MAN DOOR SILL @ COLD DOCK STAIR SCALE: 1 1/2"=V-0" JAMB BEYOND 3EE JAMB DETAIL N-FITTING INSULATED DOOR GUARDRAIL iN BACKGROUND CONT. BUTYL SEALANT THERMALLY BROKEN THRESHOLD STEEL STAIR SCHEDULED VAPOR BARRIER 0 MIN OVER HEAD DOOR JAMB @ DRIVE THRU SCALE: 1 1/2"=1'-0" SILL DETAIL AT DRIVE-THRU SCALE: 1 1/2"=1'-0" WALL PANEL BEYOND OVERHEAD DOOR TRACK SCHEDULED OVER HEAD DOOR AND ATTACHMENTS BY DOOR SUPPLIER RUBBER ASTRAGAL CAST iN PLACE STL. ANGLE 1-1/2" x 11/2" x 1/4" W/ 1/2" PIA. x 4" HD. STUDS Cad 18" O.C. CONCRETE MASONRY UNiT WALL SEE 5TRUCT. DWGS. REIIVFVR^iGD HEADER SEE STRUCTURAL DRAWINGS SEALANT - BOTH SIDES 5 7/8" 10 MASONRY DOOR HEAD A 4.3 SCALE: 1 1/2"=V-0" JAL OVERHEAD VP ATTACHMENTS Z SUPPLIER ,,NGLE BELOW :WEATHER ,EAL LLARD SEE 2/A7.0 AD DOOR :TE WALL CAST iN PLACE STL. ANGLE 11/2" x 11/2" x 1/4" W/ 1/2" .0 x 4" HD. STUDS 016" O.C. "DO NOT FLOAT INTO FLOOR SLAB PROVIDE WEATHER TIGHT SEAL 5 7/8" 11 MASONRY DOOR JAMB A 4.3 JSCALE : 1 1/2"=1'-0" FREEZER COLD DOCK /ICJ AAALZTCNIT rl2MAN DOOR SILL DETAIL 2 A SCALE: 1 1/2"=V-0" HOLLOW METAL FRAME FiLL SOLID WiTH GROUT DOOR AS SCHEDULED 8" NOM. CONCRETE MASONRY UNiT WALL SEE 5TRUCT FOR REINFORCING MASONRY "TEE" ANCHOR 3 PER JAMB SEALANT - BOTH SIDES HOLLOW METAL FRAME FiLL SOLID WiTH GROUT DOOR AS SCHEDULED DOOR & FRAME SYSTEM 5Y DOOR PROVIDER SEAL VAPOR BARRIER TO BLOCKING w/ 2 BEADS BUTYL THERMALLY BROKEN DOOR THRESHOLD PRESSURE TREATED WOOD BLOCKING FLOOR SLAB SCHEDULED UNDERSLAB INSULATION CONT. VAPOR BARRIER MUD SLAB W/ ELEC. HEAT o p Cn N > w �< J U �m J M w O LU Q f` M co � � w UQQLu 0� t r n Z -0 a N N (n � =(a �>2ui wowy <u— z UFO iw-WJm<F-- Fzui(z Hca Z JW W Q �wQx W F_ W Z U �1 n Zr�T o Q ? ZU Fw- UU LLMUU z 0 o W w a w IL p O w =^ o VJ - — 0 N O Z N M_ WLLJ J x S 6 �F- �coJ M QmoDf°olWwodFmMC° Lo 10 fit W QO W W QxOUOZ�U2' Z o>-zwz �zaw (LW zzWw 3: l-aZ) z� /W TwPwwwo (!)U- ZupZE-wp V Z CnnDco Cn u vO•'i vi 11N r�r�Z nf1 J -� J U Z Z 0 Q O� 0 U�5 Lo O °Q L o Imo U L C.)z rn d ch Q =0 �o O °2 tp Q J U o 0 Z Q x 5 C6 z ~o O o - ~tea 1- Z Z co U z 0)� o N r QC;0 0 m v U U W EE w x LL I � v F. Y 0 x � - (0) n _ U {- fn N 2 ox Vic? 1L z o m Q ¢ rn d O LL W � Z w W zti U wo m Z _ Qo O ,�1 Z U m ?o i—. Lo Z f/) ( ti W 00 Z �, F GONA/ '• ••NAND �. O . O M:*= v* --i• 41 ► . •o 00 JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS 0 THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OFTHIS WORK MAYBE REPRODUCED WITHOUTPRIORWRDTENPERMISSION FROM GMA ARCHITECTS, INC. SHEET NUMBER A 4.3 DOOR DETAILS NOTE: SEE FLOOR PLAN INSULATED METAL COOLER PANEL SEE PARTITION TYPE FOR WIDTH WARM SiPE SEALANT DOTH SIDES OF COOLER PANEL COUNTERSUNK NYLON THRU DOLT ATTACHMENTS METAL CLADDING (26 GA) SURROUNDING 2 X WOOD DLOCKiNG (5Y METAL PANEL INSTALLER) 10 GA METAL AT END OF PANEL iN-FITTING FREEZER DOOR & JAM5 NOTE: HEATED HEADERS FREEZER LOCATIONS ON Y SEE ELEC. INTERIOR INFITTING MAN DOOR HEAD SCALE: 1 1/2"=1'-O" WARM 51PE NOTE: HEATED JAMBS @ FREEZER LOCATIONS ONLY SEE ELEC. JAMiESON, ENV1R-0 OR EQUAL NOTE: SEE FLOOR PLAN INSULATED METAL COOLER PANEL SEE PARTITION TYPE FOR WIDTH SEALANT DOTH SIDES OF COOLER PANEL COUNTERSUNK NYLON THRU DOLT ATTACHMENT 10 GA METAL CLOSURE AT END OF PANEL METAL CLADDING (26 GA) SURROUNDING 2 X WOOD DLOCKiNG (DY METAL PANEL INSTALLER) INSIDE SAFETY RELEASE iN-FITTING DOOR 2 INTERIOR INFITTING MAN DOOR JAMB A 4.3 )SCALE: 1 1/211=1'-0" DOOR & FRAME SYSTEM DY DOOR PROVIDER 01ENT 7" WIDE, THERMALLY 5ROKEN DOOR THRESHOLD DY DOOR SYSTEM PROVIDER P.T. 2X WOOD DLOCK SCHEDULED VAPOR DARRiER CONCRETE WALL PANEL SHiM & CONTINUOUS SEALANT DOTH SIDES SCHEDULED GLAZING ALUMINUM & TEMPERED GLASS DOOR ('4� ALUMINUM DOOR HEAD A 4.4 SCALE: 1 1/2"=1'-0" ALUMINUM FRAME SCHEDULED GLAZING SHiM AND CONTiNOU5 SEALANT ALUMINUM & TEMPERED GLASS DOOR K�5 ALUMINUM DOORJAMB A J44_SCALE: 1 1/2"=1'-0" 4� INSULATED PRECAST CONC.PANEL DEYOND ALUMINUM SUB -SILL FLASHING ISOLATION JOINT CONCRETE SLAD CONC FOUNDATION 2F�,TRI 1(`f DWC� SLOPE CONCRETE FROM SiLL 1161FOOT GYPSUM BOARD ON METAL STUDS - REFER PARTITION TYPES DOUDLE STUD @ JAMB RUNNER CHANNEL @ HEAD REFER TO WALL TYPE FOR STUD SiZE & GAUGE CONT. SEALANT, DOTH SIDES SCHEDULED HOLLOW METAL FRAME STANDARD Z ANCHORS 3 PER JAMS MiN. REFER TO WALL TYPE TO DETERMINE REQUIRED FRAME WIDTH WOOD OR HOLLOW METAL DOOR - SEE SCHED INTERIOR DOOR HEAD / JAMB SCALE: 1 1/2"=T-0" NOTE! JAMD SiMiLAR SCHEDULED PARTITION RE: TO FLOOR PLAN 2X FiRE TREATED WOOD 13LOCKiNG HOLLOW METAL FRAME 1/4" CLEAR TEMPERED GLAZING RE: TO WINDOW TYPES FOR ELEVATION 6 INT. FIXED 'WDW & BORROW LITE A 4.4 SCALE: 1 1/2"=1'-0" ALUMINUM & TEMPERED GLASS DOOR WEATHER SWEEP BEVELED ALUMINUM THRESHOLD SET iN MASTIC CONC.SLAD c 10 SECTION( A 4.4 SCALE: 1 1/2"=V-0" EXTERIOR i 3-501 METAL STUDS 5/8" DRYWALL EACH FACE 2X WOOD 5LOCKiNG C.R. LAURENCE COMPANY CRL STAiN ANODIZED FiNiSH HORIZONTAL SLIDING SERVICE WINDOW, 1/4" CLEAR GLASS NO SCREEN 55-2 - SEE FiNiSH SCHEDULE SOLID SURFACE TRANSACTION SURFACE OViDE SUPPORT AS REQUIRED PASS THRU WINDOW SEE STRUCT. DWGS. CONCRETE WALL PANEL INTERIOR SEALANT EXTERIOR GRADE SHiM PREFiNiSHED ALUM. MULLION arwpni a Fr) GLASS SEE WINDOW TYPES PKEFiNi5HEP METAL FLASHING 2" 41/2" NOTE: JAMD SiMiLAR lo �11 EXTERIOR WINDOW HEAD / JAMB A 4.4 SCALE: 1 1/2"=V-0" EXTERIOR PLASTIC LAMINATE WINDOW SiLL SEE PARTITION TYPES INTERIOR CONCRETE WALL PANEL INTERIOR FURRING @ FINISHED OFFICE LOCATIONS ONLY SEE PARTITION TYPES 0 N ° U I- m J M Q I � W N Ini U) W �- I? a as �0o co �cQ 0W UZCDa NN wwv2 05w�� �coa J>-W QU °Z 0_j woUi zWWWzazo ¢ f- w C7 WJ00 F-V_ Z U)mmZ JW W Z �wCL Q= ofoHOZU�<�R2� ~off' W�=°uio=-' ?r•z6�UULLmUU z 0 F- U ? O r m a U w w W of U- 0 0 o V) _ o N Z MNO M_ i..l.. 0;XOO V)H LoUi J co W J W W X w ¢moDoWLuC) Hcn�a ~)���VYcMo ' �Z OOCa?V �Aw0 0 Og �WW�H¢zviWWw7� Z WZ�§Km-z�W, _jz)zZzU>Wao� UQ°¢ (1� �w�WU�V�c7mUlw- �/ Z In Z l-_CD Z pc�U)U OUNUU�r-- J JCn 0.J Q U Z Z a OJ w UZ5 c o OD, H r v ° Lo D co O W �� 0 (n J { co Q U z =CD cz °� � !pQ RC;oo Q = m coU Z z ~°10R O Z Z :'! co U z 53� �r o o0,�o U w =w W = vm ~ U m I-- - o 0) � of L?a 2 H C N g N U O v_ 5 OP U LL ZO M Q a rn O LL ry tli W ~ Z W W z� 0 CD Z QC) O Qv I— > O U) "MEMO cv) F- 00 W Z `����vvttvtttr�� .• AND ° a •� . C, Q U• c a) ° AVk le(i{6lltv0 JOB NO: SJ1518 REVISIONS A THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PARTOFTHIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. MAN DOOR SILL DETAIL SCALE: 1 1/2"=1'-0" 6 ALUMINUM STOREFRONT SILL A 4.2 SCALE: 1 1/2"=1'-0" (9' ALUMINUM DOOR SILL �tjSCALE: 1 1/2"=T-0" �12 EXTERIOR WINDOW SECTION A 4.4 )SCALE: 1 1/2"=T-0" SHEET NUMBER A 4.4 DOOR DETAILS INTERIOR PARTITIONS (NON —LOAD BEARING) 1. BUILDING CODE USED IS IBC 2009 / CBC 2010 / AISI S100-2007. 2. ALL THE METAL STUDS USED SHALL BE "S125" TYPE, 33 KSI CONFORMING BUILDING CODE. 3. THE BRIDGING, BLOCKING OR END BEARING STIFFENERS SHALL BE AS REQUIRED BY THE MANUFACTURER UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4. ALL THE STUDS SHALL CONFORM TO BUILDING CODE. 5. UNLESS OTHERWISE NOTED ON THE PLANS, USE THE FOLLOWING GUIDELINE FOR STUD SIZE & SPACING FOR INTERIOR PARTITIONS. 6. TOP TRACK SIZE WILL BE MIN. 33MIL FOR PARTITION U.N.O. 7. DESIGN LOAD: LATERAL LOAD = 5 PSF, DEFLECTION LIMIT SIZE MAXIMUM PARTITION HT. MAXIMUM PARTITION HT. SPACING HEIGHT SPACING HEIGHT 362S125-18 (25 GA) 16 12'-2" 24" 9'-11" 362S125-33 (20 GA) 16" 18'-11" 24" 15-6" 60OS125-33 (20 GA) 16" 25'-2" — — 600S125-43 (18 GA) 16" 30'-9" — — 80OS125-43 (18 GA) 16" 35'-5" — — CEILING JOISTS 1. USE "S125" CONFORM TO IBC 2009 / CBC 2010 / AISI S100-2007. 2. WHERE CEILING SUPPORTED TOILET PARTITIONS OCCUR, USE 60OS125-43 @ 16" O.C. UP TO 16'-0" MAXIMUM SPAN. 3. STUD TRACKS SHALL BE UNPUNCHED STUDS OF SAME GAUGE AS STUD UNLESS NOTED OTHERWISE. 4. 362S125-43 CEILING TIES (SEE SCHEDULE) WITH i - 778 SIK.REVVS AT EACH JOIST. 5. DESIGN LOAD: DEAD LOAD = 5 PSF, DEFLECTION LIMIT = L/3 0 B CEILING TIES MAXIMUM SPAN MAXIMUM SPAN z (BRACING) SIZE SPACING SPACING SPAN SPACING SPAN w U „ 4 -0 362S125-18 16' 11 0" ,> 24" „ 9 0 x 25 GA a Q m 362S125-33 16 13 -6 24 12 -0 " 20 GA 3'-6»fL 20 GA -33 16" 20'-6" 24" 18'-O$ EXAMPLE: MEMBER DEPTH: (EXAMPLE: 6"=600 X 1 /100 INCHES) ALL MEMBER DEPTHS ARE TAKEN IN 1 /100 INCHES FOR ALL "T" SECTIONS M kt D9fDTr N: IS THE IN DE TO INSIDE DIMENSIAMPLE: 1 5/8" = 1.625"=162 X 1/100 INCHES) ALL FLA GE WIDTHS ARE TAKEN IN INCHES 600 S 162 -54 STYLE: MATERIAL THICKNESS: (EXAMPLE: STUD OR JOIST SECTION = (EXAMPLE: 0.054 IN. = 54 S) THE FOUR ALPHA CHARACTERS MILS: 1 MIL = 1/1000 IN.) UTILIZED BY THE DESIGNATOR SYSTEM DESIGNATOR SYSTEM ARE: ARE: MATERIAL THICKNESS IS THE S = STUD OR JOIST SECTIONS MINIMUM BASE METAL THICKNESS T = TRACK SECTIONS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF U = CHANNEL SECTIONS THE DESIGN THICKNESS. F = FURRING CHANNEL SECTIONS NOTE: FOR THOSE SECTIONS WHERE TWO DIFFERENT YIELD STRENGTHS (33 KSI AND 50 KSI) ARE SHOWN, THE YIELD STRENGTH USE IN THE DESIGN, IF GREATER THAN 33 KSI, NEEDS TO BE IDENTIFIED ON THE DESIGN AND ORDERING OF STEEL (I.E., 60OS162-54 (50KSI)) C-STUD / JOIST S-SECTIONS TRACK T-SECTIONS 12 GA. HANGER WiRE BOX —BEAM HEADERS TOP TRACK 20 GA MIN. METAL DIAGONAL BRACE AT ALL INTERSECTIONS OF WALLS, ATTACH EA. END TO 4 x 4 x 18" F.T. WOOD BLOCK W/ 448 x 1/2" STEMS EA. END. BRACE NOT TO EXCEED 8'-0" LONG. 2 x 4 x 18" LONG F.T. WD. BLK. w/4- #8 x 1" SCREWS FROM TRACK TO FLOCK TYPICAL AT EACH DIAGONAL BRACE SUSPENDED ACOUSTIC CEILING TiLE METAL STUD WALL WiTH 5/8" THK. GYPSUM BOARD AT BOTH SIDES WALL BRACING DETAIL SCALE: 1 1/2" = 1'-0" V" GROOVE DRYWALL CONTROL JOINT 25'-0" O.C. MAX. - 3TAGGER *0" MiNiMUM ON OPPOSITE SIDES USE RATED JOINTS FOR RATED WALLS) AETAL STUD, SEE ?-TYPE 5/8" GYPSUM BOARD 50TH SIDES v" GROOVE DRYWALL CONTROL JOINT 25'-0" O.C. MAX. - 3TAGGER *0" MiNiMUM ON OPPOSITE SIDES METAL STUD, SEE P-TYPE nRYWAIL EXPANSION JOINT SCALE: 1 1/2" = V-0" METAL STUD W/ ATTACH SIZE & TRACK TO SEE SPACING STUD AT CHART SEE EACH SCHED. SECTION' FLANGE W TRACK AND STL #8 S REWS SCHEDUI CHANNEL FURRING CHANNEL U-SECTIONS F-SECTIONS 3—#g KING STUDS SPAN HEADER SIZE C 1 / TO MATCH WAI L 4'-U" 362S 162-33 INT. 362S 162-43 DEMISING SIZE OF WALL AND 33 1 / INT. > 11 6 -� i---� 3625 162-33 INT. n mts SIZE OF WALL AND 33 PARTITION MILS 2 / DEMISING 6'-0" 600S 162-43 DEMISING 41>­WALL SIZE OF AND 33 WALL r EMISING �L 600S 162-33 INT. SIZE OF WALL 2 /INT. 8,-O„ 6005 162-43 DEMISING�IWALL AND mts 33 PARTITION 800S 162-43 INT. SIZE OF D 3 12' —0 BOOS 162-54 (50 WALL AND 43 KSI) DEMISING D3 16'-0" 800S 162-54 INT. 800S 162-68 (50 KSI) SIZE OF DEMISING WALL AND Mil s 54 #81 SCREWSJBUILT—UP' @ 12" O.C. HEADER E SEE SCHED E CHART SCHED OPENING #8 SCREWS @12" 0. C. CLOSURE --BACK TO B CK STUD REQ'D STUDS W/ #8 FOR OPENING SCREWS @ 12" JAMB O.C. ATTACH TO STU[ EACH Fl W/ #8 SCREWS CONCRETE LCONC SLAB SLAB CONT. TRACK W/ .186" POWER DRIVEN SHOT PINS AT 16" O.C. U.N.O. AT SECTIONS (ESR-1799) OR APPROVED EQUAL METAL STUD WALL SIZE & SPACING SEE JGIi STU IIVIVJ /'11VV D ,LL D E HEADER SEE CHART SCHED SE OPENING ATTACHED TR CK TO STUD WITH #8 (#7 @ 18 MIL. STUDS) SCRE AT EACH FLANGE 33 MIL. TYP. UP TO 10'—O" OPENING 43 MIL. UP TO 12' 0" PN'G. 54 MIL. UP TRAC I@ ANGE CONT. TRACK W/ .1 " PnWp-R nRI\/FN gHnT PINS AT 16" O.C. U.N.O. AT SECTIONS fr-QP-17QQi nR FiLL C RATE FASTEN TRACK TC STRUCTUI A50VE 3 A4.5 :--PULED ROOF SYSTEM AL DECK, SEE STRUCT. PWGS. f DRYWALL 1/2" FROM DECK \ULK 'DRYWALL ON 15/8" METAL STUDS @ 16" C/C - USE 'E "X" GYP 5D AT RATED WALLS EL JOIST SEE STRUCT AK DRYWALL AT JUNCTURE & ILK )T125-18 OR L300T124-45 DEFLECTION TRACK ;HOP, TO JOIST PER PARTITION TYPE 4PRESSIBLE FILLER )T125-18 OR 80OT124-45 (PER PARTITION TYPE) \CK SET INSIDE OF DEFLECTION TRACK v 6" OR 8" STUD PER PARTITION TYPE VAR I ES WHEN PERPENDICULAR TO JOIST ALiGN WiTH RE: TO PARTITION TYPE BOTTOM CHORD OF JOIST. WHEN WALLS DO NOT HiT JOIST PROVIDE DEFLECTION TRACK AT UNDERSIDE OF DECK NOTE: USE FiRE CAULK AS REQUIRED PER UL # FOR RATED PARTITIONS DEFLECTION TRACK DETAIL SCALE: 1 1/2" = 1'-O" 1/4" BEAD OF ACOUS. SEALANT AT NON -FIRE RATED PARTITION TYPES W/ SOUND ATTENUATING BLANKETS. BOTTOM OF STRUCTURE. SEAL TO CONC. STRUCT. PER U.L. HWPOO12 OR U.L. HWPOO10 AT PARTITION TYPES REQUIRING 1 OR 2 FiRE RATING. NO. OF LAYERS OF GYP. BOARD AS INDICATED BY PARTITION TYPE. ENCLOSE TOP, BOTTOM, BACK AND SIDES OF ALL MECHANICAL AND ELECTRICAL DEVICES W/ AC. SEALANT AT PARTITION TYPES W/ SOUND ATTENUATING BLANKETS. NO. OF LAYERS OF GYP. BOARP AS INDICATED BY PART. TYPE. BASE VARIES - REF. SCHEDULE MTL. RUNNER TRACK W/ POWER DRIVEN FASTENERS @ 24" O.C. 1/4" BEAD OF AC. SEALANT AT PARTITION TYPES W/ SOUND ATTENUATING BLANKET. (DTOP ANCHORAGE OF PARTITION TO O FLOOR ANCHORAGE OF PARTITION CONCRETE STRUCTURE 2 1/2" MAX -f� �-V" GROOVE DRYWALL CONTROL JOINT 25'-0" O.C. MAX. BOTH SiDES CONTROL JOINT WHI-495-PSV-0824 PARTITION DETAILS SCALE: 1 1/2" = V-0" CD N W u? > rn U m rn rn � J M � Q W N I� 2' co co cn co rn , � � J CO ui (n to (o U 0 a Q M co as W -Zco �o�� U— a NN V x o 00a0 WwW wcfw oQof W mx_F-ZI Z�xUW¢JQ�p° nZ I-m°z �u- Wwacnaw CO o�x ui wfOz0 W <2 Q2� i 0 iwoxo Zr�ZU I— �UULLcoUU z 0 F_- w U Z 0 m a U 2 w D w w a 0 CD co Lo tn rn I- al N (n o N ? � N 0 (2 6 T W cnxpto- 6 U� W u) mom' Corn w Qrp�w www0n-F-UMa w ppUa Z�W Z U) JUYc0 vLu0:g0V Q= U m< z c < V wpm W U' 2-I_a cn W Z �WZ=Zx��z��� w z �nzUQD¢> zuxzxpzg2Oxw U-' WFw wwU OtLUi- M coZ Z Z �(`v�UpUNUU'S�c~nU J J J U U_ Z Z a J O U -) r% �- I ­ Do U 1 O rn v U z x o u zz LD In CJj Is ZO �—• a 2 co, p z z F p rn W O p~�¢ - r zzM U a 0)� z v 'o :E o�210 of cp uj U i u1 x Z) LL F w Y0 x - o n Y, "I _ 'If �-�,qa 2 F- N cn :E U/ 0 0 �? LL Z -1 cn Q a CD rn co a 0 w ~ Z w w zti U wo Z ¢ (D O zv > H m ?O u) 0 C/) ti 00 w Z REVISIONS Q THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GM1IA ARCHITECTS, INC. NO PART OF THISYfORK ""BE REPRODUCED YATHOUT PRIOR"RITTEN PERMISSION FROM GMA ARCHITECTS, INC.. SHEET NUMBER A 4.5 PARTITION DETAILS 1 \ FAST FLEVATION - NORTH A 5.0 SCALE: 1/16" = 1'-0" TOP OF PANEL 139'- 9" }L FINISH FLOOR 100'- 0" 2 EAST ELEVATION - SOUTH A 5.0 J SCALE: 1/16" = 1'-0" OIL TOP OF PANEL 135'- 4" FINISH FLOOR 100'- 0" TOP OF PANES -- EL=139'-9" BEYOND FINISHED FLOOR li-,, - - EL =100'- 0" KEY NOTES 60 MIL, WHITE TPO MECHANICALLY FASTENED ROOF MEMBRANE OVER RIGID INSULATION ON METAL DECK - SEE ROOF PLAN FOR INSULATION THICKNESS n ROOF TOP UNIT ON CURD (BEYOND) - SEE L�J MECHANICAL DWGS ❑3 NEW EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL DWGS — . f'N /N/lY] / /•I ITnl 11 T- PAINT ED STEEL MAN DOOR -SEE FLAW o. vwl, 5urlcvuLc 0 PAINTED STEEL DOCK STAIRS - SEE DETAIL 1 / A 7.0 INciUI_ATED OVERHEAD PO.O_ R -SEE FLOOR U PLAN & DOOR SCHEDULE 0 HYDRAULIC DOCK LEVELER, FADRIC SHELTER & DOCK DUMPERS ❑a FOOTINGS & FOUNDATIONS - SEE STRUCTURAL DWGS n CONCRETE FILLED, PAINTED STEEL L-f-J BOLLARD - SEE DETAIL 2 / A 7.0 �m PAINTED CONCRETE TILT -UP PANELS w/ REVEALS - TYPICAL >> PRE -FINISHED METAL COPING - TYPICAL I 5'-0" x 5'-0" CONCRETE PAD @ MAN DOOR 13 3'-11" DEEP, ALUMINUM AWNING u 1" INSULATED, TINTED GLASS IN THERMALLY BROKEN ALUMINUM FRAMES - SEE SHEET A 4.1 FOR WINDOW TYPES ALUMINUM STOREFRONT SYSTEM w/ ENTRY DOORS - MATCH D5 WINDOW FRAMES - SEE SHEET A 4.1 FOR WINDOW TYPES 16 INFITTING COOLER DOORS - SEE DETAILS 1 & 2 / A 4.3 GRADE VARIES - 5EE CIVIL DWGS LOUVER TO MATCH WALL PANEL FINISH / COLOR - SEE �a MECHANICAL DWGS - FRAME SHALL BE STAINLESS STEEL AND USE 5/5 FASTENERS E PRE -FINISHED METAL SCUPPER - SEE DETAIL 3 / A 8.0 0 o p co N ui Jto v� U n � Do Ce) �� DD w J a j o M m UQ¢w ¢ZcMo� t= �9�w W W V� ww�J �coa wo"Y ¢u-0z UJ� w0���wWw � co U-Z0 I-pJpmZ Jww¢ 0)¢w w2HOZUcn¢� �2 w��� znwo .o¢=� zrZU F_ UU LL.cc)UU z 0 F- Fy °z_ o F- m a w w w nJ U- 0 CD Lo n w N O 0 A/ Z N o M 6 9 0L 'w I; � M UJ X O O F- (/� uj J O O ww W ¢moDoiwwoaFW�nMa W Q U a Z w 10n U Y W �Z �° �=ogow V LL0WC7o1_QZw 0 W Z w z z¢ W W Z 0 Z U 0 0 0> owE-W :09 �C90UFw wrOm ONZ;;Z o ter/; L ucv iAU Q U = U Z ¢ OJ (if U U� z o Lo � n ry U O O o 8 r to J � M Q U z =(�Z o � a� Ana J �C6ao f" Q = M V Z ce z ~oow O o 0~- c:) U z rn cQn o� QCo r 0 Dn W m ' 0 U W W w~ U co U F-- - o F Cn N " o� Vic? LL z ° M Q Q rn U) d L O LL Iry W I_ Z w W zti U wo Z QC) O ZU j I- m ? U) LU 00 Z JOB NO: SJ1518 REVISIONS A THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC 3 SOUTH ELEVATION A 5.0 SCALE: 1/16" = V-0" SHEET NUMBER A 5.0 EXTERIOR ELEVATIONS TOP OF PANEL 137'- 6" TOP OF PANEL 135'- 4" 1 WEST ELEVATION -SOUTH A 5.1 SCALE: 1/16" = 1'-0" WEST ELEVATION - NORTH SCALE: 1/16" = V-0" NORTH ELEVATION SCALE: 1/16" = 1'-0" KEY NOTES 60 MiL, WHITE TRO MECHANICALLY FASTENED ROOF ❑i MEMBRANE OVER RiGiD INSULATION ON METAL DECK - 5EE ROOF PLAN FOR INSULATION THICKNESS 2 ROOF TOP UNiT ON CURB (BEYOND) - SEE MECHANICAL DWGS NEW EXTERIOR LiGHT FIXTURE - SEE ELECTRICAL DWGS PAINTED STEEL MAN DOOR - SEE PLAN & DOOR SCHEDULE 0 PAINTED STEEL DOCK STAIRS -SEE DETAIL 1 / A 7.0 INSULATED OVERHEAD DOOR - SEE FLOOR ❑6 PLAN & DOOR SCHEDULE aHYDRAULIC DOCK LEVELER, FADRiC SHELTER & DOCK BUMPERS ❑S FOOTINGS & FOUNDATIONS - SEE STRUCTURAL DWGS CONCRETE FILLED, PAINTED STEEL BOLLARD - SEE DETAIL 2 / A 7.0 tm PAINTED CONCRETE TiLT-UP PANELS w/ REVEALS - TYPICAL ti PRE -FINISHED METAL COPING - TYPICAL 12 5'-0" x 5'-0" CONCRETE PAD 9 MAN DOOR t3 3'-11" DEEP, ALUMINUM AWNING t� 1" INSULATED, TINTED GLASS iN THERMALLY BROKEN ALUMINUM FRAMES - SEE SHEET A 4.1 FOR WINDOW TYPES ALUMINUM STOREFRONT SYSTEM w/ ENTRY DOORS - MATCH I 15 WINDOW FRAMES - SEE SHEET A 4.1 FOR WINDOW TYPES 16 iNFiTTiNG COOLER DOORS - SEE DETAILS 1 & 2 / A 4.3 H GRADE VARIES - SEE CiViL DWG5 LOUVER TO MATCH WALL PANEL FiNiSH / COLOR - SEE is MECHANICAL DWGS - FRAME SHALL BE STAINLESS STEEL AND USE 5/5 FASTENERS ig PRE -FINISHED METAL SCUPPER - SEE DETAIL 3 / A 8.0 0 N p W � J � > QC I co � U? _ co Upon HDocmo r Q Q W Q Z to VwQOOp0a pNN wjUW (nW J =ten w Y Q LL , Z U J E-w�_m QWLL�-gwo �wQ= tgmmz JwwZ wIt=0zUc~nQg�gg Z�' 2 p LLl o= nZU hL-u L:C') Z 0 U Z ~ � m a U � W W W LL 0 o cp o U)��A/ Z'rt M�a LL! CnUco XO ooo J W oW Qzm�oDoww�wa�mnc)drn. ZM Z�- OOUhco --UYw LLUpw U` 2OF=QZUjQ Z wwlm5--Q2zJm W > �zUQ' > ZLL U' W W U� )�m.'o Z Z L0 Z F- LU _ o GNU) of U��inU qJ JQ• Z U_ z Q O Uc z o Lo ti F- r- u Q 12 0 : o 7,o i— U N ��MQ z =c"o) Co o°� �izQ Q J �c O F— Q m Cc) = z �OOoQ O O O� Z Z c) U z 0) a o t p Qrn cn0 r- m U U W W =_ W �~ `- Y O = I— - o c"n ow w � <' z O zi M Q Q rn CO a O LL W F- Z W W Z U o w(o Z Q0 O QC) JO m U) F- Z � Z V_) H c W 00 Z o <i e a n JOB NO: SJ1518 PA: FCW DATE: 07.09.2015 REVISIONS A THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCEDWITHOUTPRIORWR"TENPERMISSION FROM GMA ARCHITECTS, INC. SHEET NUMBER A 5.1 EXTERIOR ELEVATIONS TOP OF PANEL � TOP OF FTG__ �99'- 0�'I 24'-0" n]o 10, <12> 6"+'-U P. J. P. J. P. J. P J. _._._._..._....----------------------------------------------------------------------------- - ---------------------------------------- -- -..... _ --------- - (------------------------------------ i 1 OFFICE ELEVATION - EAST SCALE: 3/16" = 1'-0" REVEAL LAYOUT G F.3 E.5 3.4 I 71/4" 23'-4 3/4° P. J. P. J. P. J. _ TOP OF FTG. , 991- 0'I 1 P1J. P'J. P'J• ' -----------------------------------._....-------._...._-----------------------_--------------......._....-------------........- ---- KEY NOTES 60 MiL, WHITE TFO MECHANICALLY FASTENED ROOF (i i MEMBRANE OVER RiGiD INSULATION ON METAL DECK - u SEE ROOF PLAN FOR INSULATION THICKNESS 0 ROOF TOP UNIT ON CURB (BEYOND) - SEE MECHANICAL DWGS a NEW EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL DWGS a PAINTED STEEL MAN DOOR - SEE PLAN & DOOR SCHEDULE PAINTED STEEL DOCK STAIRS - SEE DETAIL 1 / A 7.0 INSULATED OVERHEAD DOOR - SEE FLOOR 0 PLAN & DOOR SCHEDULE HYDRAULIC DOCK LEVELER, FABRIC SHELTER & DOCK BUMPERS Fa] FOOTINGS & FOUNDATIONS - SEE STRUCTURAL DWGS aCONCRETE FILLED, PAINTED STEEL BOLLARD - SEE DETAIL 2 / A 7.0 Flo] PAINTED CONCRETE TiLT-UP PANELS w/ REVEALS - TYPICAL >i PRE -FINISHED METAL COPING - TYPICAL 12 5'-O" x 5'-O" CONCRETE PAD Cad MAN DOOR 13 3'-11" DEEP, ALUMINUM AWNING 14 1" INSULATED, TINTED GLASS iN THERMALLY BROKEN ALUMINUM FRAMES - SEE SHEET A 4.1 FOR WINDOW TYPES n ALUMINUM STOREFRONT SYSTEM w/ ENTRY DOORS - MATCH U WINDOW FRAMES - SEE SHEET A 4.1 FOR WINDOW TYPES 16iNFiTTING COOLER DOORS - SEE DETAILS 1 & 2 / A 4.3 f ,, 1 �rzan� va�r�� - rniri pA/(-,c, ' 1 I I 111\/ \vL- Y / \I\ILI/ VL.-6- vIT 11- v 11v— LOUVER TO MATCH WALL PANEL FiNiSH / COLOR - SEE la MECHANICAL DWGS - FRAME SHALL BE STAINLESS STEEL AND USE 5/5 FASTENERS F9 PRE -FINISHED METAL SCUPPER - SEE DETAIL 3 / A 8.0 0 N W m rn U M J M L0 ¢ Ih LIJ M M 0 Lo 00 ¢ D CD a H U ooco Co U¢¢W ` -�ZcMo of U- �. NN w W V� U)-J �c0° uj ¢u.Z UJ� �QUW-' zW-,. zu z0 w J a, ¢ r- W I,--- LLA U F-CJpmZ JW W¢�U)¢w U)w== =F-ZOwa= ?�z�i Iw-�UUL Co z 0 w U Z O U g W W w n lLL 0 CD 0 o w a Cy) o - w' N vNJ Z�� 0 rn A 0 rn LWLI c6x06 (0E- J M Jo(D'oEwW co zwwac) mF---SInMa.' z-pUa—zvin� ;UYcw wo¢ow /wWzz U��ww�w¢pc»Z Z 0>-Zwz=-�z<ww O EF-zWn.zX W c�WF-Wwwu OLLU� V no z,zF-_ rwi0m 0ni ()f)�U,)mU I� a _U Z z 0 U U Z5 z e% F-- I-- o Lo U ° 6 t� It Z)O 100 -j U �z =°-o Q/ u o� �Q LL J co o z0 i- Q "5 U Z o o° a OF- o Z co U z rn u¢i v In o Qrn o O M U) V JJ w CO I— U M W W = 0 LLL H ~ U U) U 1— - o �n _ LY n ¢ F- fn N 5 U/ 1 0 0 c? L.L Z O M °- L O LL W Z w zo U W CD Z QC) O F C ZU > m o :D U) Lo W > �O Z REVISIONS A THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCMTECTS.INC. NO PARTOF THIS WORK MAY DE REPRODUCED NATHOUTPRIORWRITTENPERMSSION FROM GMAARCHITECTS, INC. 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HORIZONTAL BAND - TYPICAL SIGN LOCATION �ni no i �n�nin VVLVf1 LLV LI V V COLOR "A" = SHERMIN—WILLIAMS — BELIEVABLE BUFF — SW 6120 COLOR "B" = SHERMIN— WILLIAMS UNIVERSAL KHAKI — SW 6150 COLOR "C = SHERMIN—WILLIAMS — QUIVER TAN — SW 6151 COLOR "D" = SHERMIN—WILLIAMS CREAMY — SW 7012 COPING, SCUPPER, AND DOWN SPOUTS TO BE: UNI—CLAD MEDIUM BRONZE STOREFRONT MULLIONS TO BE: MEDIUM BRONZE ANODIZED ------------------- HORIZONTAL & VERTICAL REVEALS - TYPICAL O N � W In J 0)U co J T,Oj +fi Q r 0 rn L9 m Q oa c UQQW QZccc r c O U-° a Q N N WwU200W0� w�wY QLt OZ UJD w0�g ait j mzo H m m Z J W W Q coQ w wwxx -Ix�z pwax ui z 0 c/) ?r`ZU H�UUIJ MUU Z O U Z 0 � m aU � w w w 0- I I u-I 0 0 0 0 In rn In r a 0 V J U) r` rn 6 N OFCV O Z#ttN °U u� W (, 800 W W Qp°poDOo W odFmocD Z F- wwcn ¢moRZ Z OOU°-Zr,OT,�Uwcfl + wc-a wwo •"•=0gR6 ( V Lwi p�Jw¢OU�Z QW� Z} Z� W Z x F= �z N W W aw 0 :)z>-Q�� -u U W I-W �uU UOU�L Z0Z1-W V (n�Z)00 o cn G 0Nwc) UCN UUs Fzwo iz J U) U D Z P _ O � w OD ri U F- tn J Q Uluz M ou o 2� a J - n Z mgmo `ZM UI'�i,~ z rn- a v o om V) O r rn 02. 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SHEET NUMBER A 5.3 EXTERIOR PAINT SCHEME a Mln 0PST CASE UNff HEGHTS Q'Ra PLACEMENT FINISHED FLOOR EL =100'- 0" (SITE DATUM 82.00) LINE OF SIGHT DIAGRAM (looking West SCALE: 1" = 10'-0" RENDERED VIEW #3 F\- RENDERED VIEW #4 K'2-' KEY PLAN A NOT TO SCALE T012 OF PANEL EL=139'-9" LANDSCAPE BERM 1901-01, ✓r; a q a SULUVAN AVIE Doakoong W(90 AlLw�� �ac�a (of SHE EaV t t VIEWER POSITION I SITE DATUM 81.75 SULLWAN AVENUE 82 SULUVAN AVE �oakogng EaO 04 L°��G°aCG3 off304E Daaklnno W90 O N > Um rn O J M LO Q � U) (00) L 00 U U poF-� n o((00 Op Q Q W Q Z -, X02jw U- a NN W W U� �wJ �coa w> Y Q W m z U � wowgZwWwzgzo v- I- m m z J W W Q U Q W I I- W S of x H O Z U U¢ 2 2� W1-tY z WO Q- F"'p0 WtiS W C, ?Izu:c.>UU z 0 U U z O � m U I dw 0- LL 0 O 0 0 L o rr^^ (0 C9 c 0 N 6 vNJ I.. V Z � "t N O _2 LL U)x 00 U)F- -C/i J M Lu J (0 (0 W W Q'c)m W W p0_wpmG'0 Z OdOQ-?��-'to ¢Wchow �JUy _ Fna:CZ =0g0 U O W zZ= 2U V L p fn J W Q O D U z Q ZV °a >W'z�W zmp5-zZ�zJ<d W 3:DZUQma> W000UF- coVLLWF- <A W w= m z Z H W p U 7 W N O U O N K M (i V J J J U z Z L) Q 0 lj U5 0 00 W' u Q L 0 t 'o to J M Q U z —0 o2-Q J of C np z Z z ~°C� 0 ° a ~te zz M U rn z U)i z v v o :E H 0 - (0 O U 'r (h V F U ' W Ew_ W T- y 0 _ 2 F - O U) rn 0� y V F (n N 0 0 _ (? L L z OJ M Q 0)cl) 0 0 LL I.d.. W I— Z w W zti U Wo Z QC) _0 Zv > I'- 0 m �O Z LO U) 0 3: 00 W Z 3 -Ow ,l °v JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS Q TIiIIOIII-DTHESEORAYANGSARETHEPROPERTY OF GMA ARCHITECTS. INC. NO PART OF THIS WORK MAY BE REPRODUCED YATHOUT PRIOR WRITTEN PERMISSION FROM GAM ARCHITECTS, INC. SHEET NUMBER A 5.4 LINE OF SIGHT DIAGRAM A 60 MiL, WHITE TPO ROOFING ON 3" RiGiD TOP OF PANEL — — _ 'I INSULATION - TYPICAL - SEE ROOF PLAN TOP OF PANEL — — 135'- 4" > FOR INSULATION THICKNESS 1351- 411 WARPED DECK PRE-FiNiSHED SHEET , , 7 BEYOND 7 -- METAL COPING A s.o r r_ a .. > "�' ria ✓ a. LT ; .. 5,:� air. rf i 1 s-v°ss`as J, BOTTOM OF MTL DECK � :: IN..aa< _ Stu .:ttq , a z�B, ,try -_:�: nt i .:. BOTTOM OF MTL DECK VARiES - SEE FRAMING PLAN '4 — `� — _— VARIES -SEE FRAMING PLAN OVER -FLOW SCUPPER BEYOND - SEE 6 / A 8.0 SEE STRUCTURAL GALV. PAINTED (WHITE) METAL DWGS FOR BEARING DECK ON OPEN WEB STEEL BAR POCKET AND EMBED JOISTS - SEE STRUCTURAL DWGS -1 p , HORIZONTAL ' V" GROOVE HORIZONTAL "Y" GROOVE REVEALS - SEE 5 / A 2.8 Y REVEALS - SEE 5 / A 2.8 N .t -- --- -—-—-—-—-—-—-—--—-—-—---—-—-—-—-—-- PAINTED CONCRETE WALL PANEL DRIVE-IN RAMP: 6" CONCRETE PAVEMENT ON 6" GRANULAR BASE wl GALV. STEEL GUARD FAiL - SEE DETAIL 1 / A 2.4 d- N O r — A 4.3' CD INSULATED, VERTICAL LiFT OVERHEAD DOOR ON HEAVY-DUTY TRACK - SEE FLOOR PLAN & DOOR SCHEDULE 4 :Fr > e I Z HOLD STICK PIN INSULATION o ABOVE DOOR HEAD PROVIDE DRiP 0 ALL FRAMELESS OPENINGS - TYPICAL O SECURE RECEIVING J ; u 7" THICK UNREiNFORCED CONCRETE FLOOR ON 6" COMPACTED GRANULAR RASE —• ,1 _III--'__! ill , i l• I I• � I_I I I I a D ^I � I —I. III— li Ill,;;lli�-. IL. TRUCK COURT BEYOND > A. rl" DRIVE-IN RAMP �6O SCALE: 1/2" = 1'-0" 1 X I FINISHED FLOOR EL =1001- 0" CONCRETE GRADE REAM - SEE STRUCTURAL DWGS FOR SiZE AND STEEL REINFORCING 3'-0" i� "ZEE" CLiP TYPICAL AT RASE OF STICK PIN INSULATION T`. COMBO DOCK SHELTER 9 ALL DOCK DOORS — DOCK DUMPERS Cagy /nILL POCK nVVRS- - 0 I d- 0 I 0 AMBIENT STORAGE ROOF DRAiN & CLAMPING RiNG - SEE DETAIL 8 / A 8.0 GALV. PAINTED (WHITE) METAL DECK ON OPEN WED STEEL DAR JOISTS - SEE STRUCTURAL DWGS ROOF DRAIN LEADER BEYOND STiCK PiN INSULATION TO ROOF DECK iN AMBIENT STORAGE AREAS - TYP. INSULATED, VERTICAL LiFT OVERHE DOCK DOOR ON HEAVY-DUTY TRACI SEE FLOOR PLAN & DOOR SCHEDUL HOLD STICK PiN INSULATION ABOVE DOOR HEAD I i STANDARD DOCK PiT (LEVELER NO - SHOWN) - SEE DETAIL 12 / A 4.2 FOR POUR SEQUENCE / 3 � I ' I .Ll — — — — -- o YJ A \ /C K A7 A IT.;.- Q UVIV,/NE� I C F /-\V CIYIGV I , 3� M s ti ......... SEE CiViL DWGS • __ I__ _ ._. _r}_ .I_..... 1--!1!111:; !1- ill.= 1 0' —0" POUR BACK STRIP SEE STRUCTURAL DWGS 2 AMBIENT DOCK A 6.0 SCALE: 1/2" = V-0" :_.._.., : .4 � , III I L...: I i A KING - 1ETAL 1 DAR AL DWGS FiNiSHE EL :SIGN w/ AT10NS S CD CD W J rn U m —> w J n Q wDO co w �m oa FwU,)om C? U Q Q W Q M r Z 'o �O�IY U- n NN wwU� �w2 �Do oa -��-w <E0 UJ� wOUWg Rwl 6,<W Jd wW Jm Qf-LL.h qW UK F-pJpmz JUJIX<LL�Qw Uw==-'=E-z0wa= Wm�ioZUw<21X22 Q - z,z wi— UU LL:mUU z O U H F_ Z 00 a U w w w 0 o to O .� o r V 00 p C&I o N 0. Z N U W cnXOO owf �fnJ M Qmo�°m a W ow om z � w��n 1 Qcn�,.,a Z OOULL-?I-m JUwco Z W0°W WCL :FcX Z: m ww X-7:o�zlQ-tea w—=— zLL=�>>ZC<=Qa> /W� Z(nUR0LLoFw- V Z tn��pwp -ZF-W p to 0 N U U UU N U U I- U) U D J _I U) Z = z 0 Q O; F- w UU z o OD LL � Q m � 0 0 �, o L— f— U z =� �Z 9 o (-)j co`;a t` O I- = � co (o � O rn W o O °~�Q z z M U z 0)c� o� o r o A o J M Uw w ==v� W I-- Y O = - O 1 In Q _ UN o0a� LL z O M Q a m O ry W ~ Z w 11J z ti U uJ o 0 z Qo O Q 0 1= t.L >( o coJ J U) 0 Lo z U) W 00 Z CONq `� ANAn ��`ie�a•• co �sa�a cm�i►s: � JOB NO: SJ1518 PA: FCW DATE: 07.09.2015 REVISIONS Q THIS DE SIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS. INC. NO PART OF THIS WORK MAY BE REP RODUCEDWITHOUTPRIORWRDTEN PERMISSION FROM GMA ARCHITECTS. INC. SHEET NUMBER A 6.0 WALL SECTIONS PRE -FINISHED SHEET METAL COPING TOP OF PANEL 135'- 4" PANEL HEIGHTS VARY (STEP) - g SEE EXTERIOR ELEVATIONS r:<::,ia.•:::: a SEE STRUCTURAL DETAILS FOR TRANSITION TO 4" THICK PANEL FACE: ° p. 4 �r u D D HORIZONTAL "V" GROOVE D` REVEALS - SEE 5/A2.8 �r > >irx. PAINTED INSULATED r CONCRETE WALL PANEL r ..< �r r ,r t � ' A r. hi it it r D d• a �js CO 1 Ing. N ' � ♦� I COMBO DOCK SHELTER 0 ALL DOCK DOORS — DOCK BUMPERS 9 ALL DOCK DOORS - 3 i I ' I Sim A4.2 CONCRETE PAVEMENT - SEE CiViL DWGS ! i- 1=1 I —I 11= -11 I- -111=III_ a 60 MiL, WHITE TPO ROOFING ON 4" RiGiD INSULATION (COLD DOCK) - SEE ROOF PLAN FOR INSULATION THICKNESS GALV. PAINTED (WHITE) METAL DECK ON OPEN WEB STEEL BAR JOISTS - SEE STRUCTURAL DWGS I� INSULATED, VERTICAL LiFT OVERHEAD DOCK DOOR ON HEAVY-DUTY TRACK - _H SEE FLOOR PLAN & DOOR SCHEDULE PROVIDE DRiP 9 ALL FRAMELESS OPENINGS - TYPICAL p COLD DOCK 0 r STANDARD DOCK PiT (LEVELER NOT SHOWN) - SEE DETAIL 12 / A 4.2 FOR POUR SEQUENCE �n — _=1 I I°=-=i - 2" THICK (VERTICAL) RiGiD INSULATION AT COLD DOCK CONCRETE GRADE BEAM - SEE STRUCTURAL DWGS FOR SIZE AND STEEL REINFORCING 1 COLD DOCK �A& 1 SCALE: 1/2" = T-O" ViAL BREAK - TO ROOF INECTiON 3TS .L BEAM - SEE :AWiNGS 5 BEYOND DWGS iNiSHED tAL PANEL ,EEZER :B EACH SiPE I METAL PANEL I FLOOR )OI— OII SLAB - T THICK -, , , ,", .. �D CONCRETE — SLAB ON 6" GRANULAR BASE COLD DOCK / FREEZER SCALE: 1/2" = V-0" TAPERED INSULATION AT CHANGE iN iNSUL. THICKNESS 1 1 I 1 I SEAL GAP w/ FOAM iN PLACE INSULATION AMBIENT STORAGE 60 MiL, WHITE TPO ROOFING ON 6" RiGiD INSULATION (FREEZER) - SEE ROOF PLAN FOR INSULATION THICKNESS 1 1 I I 1 FIELD CUT THERMAL BREAK 9 METAL PANEL TO ROOF INSULATION CONNECTION I r----- r---- I I I I II I I II I I I I I I II I � � I II II I I I I II I I II I I II I I I I RACKING INSTALLED UNDER II II II II I , SEPARATE PERMIT II II II I I II I L____ it I 6" THICK PRE -FINISHED —�— INSULATED METAL PANEL - TYPICAL Cad FREEZER I I I I I I I I I r---- I I I I I I I I I I I I I I I I I I I r---- I I FREEZER I I I I I I I I I I I I I I ---- I I I I FIELD C Cad MET, iNSULP PAINTED CONCRETE CURB. PA TOP, VERTICAL FACE AND BAN (WHITE SEMi-GLOSS ENAMEL) FREEZER SLAB - 6" THICK RE -I CONCRETE SLAB OVER 6 MiL TWO (2) LAYERS RiGiD iNSUL/ \ I I%/I I I,lr L_I. IV MiL VAPOR BARRIER ON CONCRETE MUD SLAB ON COMPACTED SUB -GRADE AMBIENT STORAGE / FREEZER SCALE: 1/2" = V-011 4 FREEZER / MAIN OFFICE A 6.1 J SCALE: 1/2" = V-0" FOAM LATiON )iSTS (TYPICAL) 9D BRACED BAY - IRAL DRAWINGS INS BEYOND - SEE DRAWINGS :URB EACH SiPE =D METAL PANEL SLAB - PROVIDE VAPOR LOW CONDITIONED OFFICE E FOUNDATION PLAN SHED FLOOR 1=100'-0" 0 N 0 U r;I mJ � M QN. W N M IM UQQW QZccoo 'E a w>UW fAW xco 8 W w Y¢ LL Z U J W O w Z W W W Q z 0 !-W Jap Q�L-I-zwo- IQ-pJj z—IWwQgWa= cnwxx �x� z0�a I-o0 Wax uiox ' ?r-z6 F_() LL;MUU Z O F_ �Q U W U ? O 00 a U 2 w a L WI Lf)o � M � n �/! UZ O N V ALLY. - ;; W a)000�1- �Wm�� QppoD�o wW pn-W o W z I- w�Lo Qc)2) OOU� �UYC°w Z W�owWZ= LL "(D2o�¢QWW W ww§m5?WZ z>-a=ww �� (.9 n 2w�wu)wu O9LLUF- v w�OmONZE-WCD u�I-U Z ONU) UNU6�r- Q 0 U Z Z Q OJ U z o OD U 0 O ow 0)�( (� z 2°cz Q ° : o Q �o Q x j Mo U Z z ~°1012 O O~Q z Z cm U z rn� N o o� r ct8 cp M C6 V W J�Mw xxv� W I- Y O _ 2 I-- - o 1 _ vi U O 0 (? z_3 M I L O U- clL W 1— Z W W Zr U Wo Z Q� O ZU Q m _j :D VJ N�N LJ. L0 Z U T_ T Q * I— Z) p0 W Z nNit��!i7fff)f/ � �. _ y ,�O � •' .`ism sa�ull' j�` JOB NO: SJ1518 REVISIONS Q THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRWRWRITTEN PERMISSION FROM GMA ARCHITECTS, WC. SHEET NUMBER A 6.1 WALL SECTIONS TOP OF PANEL 139'- 9" PANEL HEIGHTS VARY (STEP) - SEE EXTERIOR ELEVATIONS HORIZONTAL ' V" GROOVE REVEALS - SEE 5 / A 2.8 --T- N PAINTED INSULATED - CONCRETE WALL PANEL �d- N 5'-0" x 5'-011 x 3'-6" DEEP CONCRETE PAD 0 EXTERIOR DOORS TYPICAL _SEE SITE PLAN FOR SIDEWALKS PRE -FINISHED SHEET METAL COPING 60 MIL, WHITE TPO ROOFING ON 6" RIGID INSULATION (FREEZER) -SEE ROOF PLAN FOR INSULATION THICKNESS DOT. OF PECKgk VARIES GALV. PAINTED (WHITE) METAL DECK ON OPEN WED STEEL BAR JOISTS - SEE STRUCTURAL DWGS TOP OF PANEL 7 � r SiM . O7 0 HORIZONTAL "V" GROOVE REVEALS - SEE 5 / A 2.8 O PAINTED CONCRETE WALL PANEL FREEZER FREEZER SLAB - 6" THICK RE-NFORCED CONCRETE SLAB OVER 6 MiL SLiP SHEET ON TWO (2) LAYERS RIGID INSULATION OVER 10 MIL VAPOR BARRIER ON CONCRETE iviuD SLAB ON COMPACTED SUB -GRADE FREEZER SCALE: 1/2" = 1'-0" 0 0 I N CONCRETE GRADE BEAM - SEE L I 11I_ STRUCTURAL DWGS FORSIZE AND STEEL REINFORCING OFFICES ' � v TOP OF PANEL 139'- 91, F>_ 7 , DOT. OF PECKokA s.o VARIES S1M a a D ` >, ri n 0 D I STiCK FIN INSULATION TO ROOF DECK iN AMBIENT STORAGE AREAS - TYP. iu �e'� V/�/l3 Y— HORIZON T AL 'n v VlcvvtE REVEALS -SEE 5/A2.8 P L r --- -- --- ♦ 3 I r _........_ . r , a Q0 co , , 4 I i A 4.4 ♦ I � N I O FINISHED FLOOR EL =100'- 0" 2 MAIN OFFICE A 6.2 SCALE: 1/2" = 1'-0" GALV. PAINTED (WHITE) L AT--T- A I nT-/`V /lnl n0l=Nl ME 11L VGUI\ VIV Vi LIv WEB STEEL BAR J015T5 - SEE STRUCTURAL DWGS I RECEPTION g I� FROST HEAVE BELOW - i - ♦ A 4.4 EXTERIOR DOORS ' r n > r a D : I— _`:� 1=1 .•_ ♦ p , n --I � —,1 ' I 1—i 1 :-T_ �: --_ i-1_--: ��—� 1— 1I_i= i I— i_ I .: ♦ i= El 11_1 I I 11�=:� -:=� Li I i 1 i I=- __--i i I'__ I I I- - III 1 3'-0" 3 MAIN OFFICE ;�,� A 6.2 SCALE: 1/2" = 11-0" 0 PRE -FINISHED SHEET U r m rn METAL COPiNG W N ti m L9 co "o o Lou) I- �a join 00 PANEL HEIGHTS VARY (STET') 60 MiL, WHITE TPO ROOFING � o o 0 o a o N ON - SEE EXTERIOR ELEVATIONS � = <° o TOP OF PANEL ' TYPICAL - SEE ROOF PLAN FOR W o Y Q z U - �I mz LL�zw�° INSULATION THICKNESS � m m Z W W z W Q= 137-5 i} 0 x_jxl-•ZO�a L o1Owo.-Q w = F- o 0 .. n x .. Lq .. 7 zr-ZU I-.:UU,aoUU F- S1M aLu U Z O v `♦ 'y I' 1 Lul J J w a Li J o ' n .�, o w JL � o Z r/r� a o> Q {{v) Z� N 0 M Q W Z D n W�aw>ppm �Y�L1o O zq0 9�a (l W J W-= U U Z wEE W C7<,�F-QQ W W Z �wz=?xF�zlCL LlIZ����Dzvaza> (n U w F w co w Z g oU' u- U H <n�xmz3c,Zrwo cn Q W O .. O N_ .. -� H .. m Z ❑NU) UNUU�f�COU ' - U z >; Z 0= U n' U0 �113 z ,> co Lo u ❑ O = � 10 O3 U S' 1 L_ I ~ J J U = M M Q Z =� �z 0 u o �' a I J oz 00 z �o�0f d 049 C O~ 4 CD Z m CD z me o ~ 0- 'co"O �-- J m U U W J��w W Y o co U � - O co � _ � �; Q y u rii; -Z U Zo 4O Q o " rn U) i 0 HORIZONTAL "V"GROOVE REVEALS - SEE 5 / A 2.8 - 4" DEEP STERILIZED GRAVEL APRON - TYPICAL AT ALL WAREHOUSE WALLS - SEE LANDSCAPE PLANS WHiTE VINYL FACED STICK FIN INSULATION TO RnnF DECK iN AMBIENT STORAGE AREAS - TYP. IL r 1 ILP.P AMBIENT O E I STORAGE - 0 0 r I Ln 1'-6" PAINTED RODENT D RUN -TYP. P — , ;—I 11-1 . I —I I 1—III—I ICI I I- _I ! _. ._...._ --'-III--I 1I'-- o an _I�I;''1�!—l�i._''I�i�l-III_...::III-....111 I I I I I -..III : I ...._.... .._III III— '> 4 WAREHOUSE SCALE: 1/2" = 11-011 O W I'- w Z U Z o welo Z Q0 Oryoozv 1—o > m �..,� W o Lo Z U) co p� O Z �`\Y�`bL �`i s•i ;.•��rr ••Sri z IQ "/( " : Arz REVISIONS L 1 THIS DESIGY AND THESE DRAWINGS ARE THE PROPERTY OF GAIA ARCHITECTS. INC. NO PART OF THIS WORK MAY BE REPRODUCEDVA/ CUT PRIOR SYRRTEN PERh11SSI0N FROM G%MARCHITECTS.INC I I SHEET NUMBER A 6.2 WALL SECTIONS ('l' NOT USED �tJ6-3 SCALE: 1/4"=1'-0" PREFiNiSHED ALUM. DRiP EDGE 60 MiL TPO ROOF SYSTEM ON 13/4" RiGiD INSULATION OVER 11/2" METAL DECK ON 10" METAL JOiST - SEE STRUCT. F.T. BLOCKING AS REQUIRED PREFiNiSHED ALUM. GUTTER CLiP ANGLE LIGHT GAGE METAL JOiST CONT. ANGLE 8" CMU WALL PREFiNiSHED GUTTER AND DOWNSPOUT ('2""-DETAIL @ GUTTER A 6.3 SCALE: 1 1/2" = 1'-0" 3 A 6.3 0 PUMP HOUSE BUILDING SECTION SCALE: 1/4"=1'-0" NOT USED SCALE: 1 1/2" = 1'-0" LOOKING WEST NOTE - EQUIPMENT, PUMPS, VALVES AND PiPiNG NOT SHOWN -SEE FiRE PROTECTION DRAWINGS 5 A 6.3 NOT USED SCALE: 1 1/2" = 1'-0" 161-011 60 MiL TPO ROOF SYSTEM ON 13/4" RiGiD '" "' ^T'n" N OVER 1 1/2METAL DECK ON 10" iST - SEE STRUCTURAL DWGS. I I `------------------------------- -- - - - - - - - - - - - - - - - - - - K'6' DETAIL 0 COPING A 6.3 SCALE: 1 1/2" = 1'-0" US BOND BEAM AT TOP OF WALL - SEE STRUCTURAL DRAWINGS 3E STEEL JOISTS (SPACING )N CONTINUOUS ANGLE w/ CLiP EACH JOiST -SEE STRUCTURAL 7 ;MU WALL �M LiNTEL @ OPENING - TYPICAL :UCTURAL DRAWINGS ,HED METAL LOWER -SEE FECTiON DRAWINGS `\RiES - SEE CiViL DWG5 E GRADE BEAM - SEE RAL DRAWINGS FOR iNFORCiNG PREFiNiSHED ALUM. COPING F.T. BLOCKING AS REQUIRED 60 MiL TPO ROOF SYSTEM ON 13/4" RiGiD INSULATION OVER 11/2" METAL DECK ON 10" METAL JOiST - SEE STRUCT. CMU BOND BEAM - SEE STRUCT. DWGS SEAL DECK w/ FOAM FiLL INSULATION CLiP ANGLE CONT. ANGLE 8" CMU WALL 2" RiGiD INSULATION LiGHT GAGE METAL JOiST 0 N 6 U r; m O J Doo Q r 00 co U) (0iT m Wco C) IW-InocoMp U Q Q W Q Z c �02w U- a NN uiw U) � =tea J w 0 Y Q N Z U p Lr Z F wJ_pJp <�-E W zZ f-mmZ wQ�U)Qw JW �w==J=i_z0Wm= ofW -o Z00<z ?1. -w2w�2 t-z LLc) Fw-�Uo 2 0 U U Z O � m d U W W W d 0 o to Lo 0 rn o Lo a r A � C(O N U O N a Z�^NU � 0 rn 11� WCA X 0 6 F- � Cn J M JO(D(w W w � Qmo DO Wwc'LwmO Z w x Lo ' QcnDM,,a OdbmzFo—j-wm W�Owzzmm�g20 fZ V wp(nJ QOUt�Z z 2W§M- Q ZzJ� w-=- W IL LL_ m p Z)-Q p Q> C_7 Z OW_~ZLLJ U)059a0a:w- W � Z (A � M Z I11 u fA LLJ�O... UNLr--F-:.,, 0 U) 040UI'- Cl) F Q = U Z z Q Q U U0 2 z O Co e% ti U p �dm po LOIN f F- Ln J .; M Q Z U =CD Q �z ° o 2 Lo Q �oJ E') D7 U z ~0w� Z O- Z tea f- Z Z c') U rn z a v O N p F O O M � F- V J O F- U w OfMW m v W r Y0 = �— - O ai rn �;Q 5 OP 0O IJ. Z M Q CD Q rn U) d O LL ry W ~ Z w W zti U w o Z Q� O ZU F- Q m_ d o U) 0 Lo Z F— W O Z `�,t11111471ittt�� u A i O �.0 Ds�►►►'� JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS A THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS. INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS. INC. SHEET NUMBER A 6.3 PUMP HOUSE SECTIONS 1-1/2' GUARD c I PIPE B SEE DE DOCK STAIR PLAN SCALE: 1 /211=V-0" _........ ............._......._............: °• " it I ram,: I I .._....._._.._i Z! Lo — =4' = _, co z — I 77 ---,-,-�-rr--; r I.�Iliil� 1'-6" ri' PIPE BOLLARD DETAIL A 7.0 SCALE: 1/2"=V-011 STEEL OPEN RATE PLATFORM -1 /'?" f110 CTI V 1 � • J 1 L. 'IPE HANDRAIL .L EXPOSED STEEL 1 BE GALVANIZED JD NOT PAINTED SMOOTH CROWN, DOMED TOP PRIMED AND PAINTED 6" DIA. STEEL PIPE BOLLARD -FILL W/ CONC. PAVING- SEE CIVIL DRAWINGS 18" DIA. CONC. PIER 1 #4 BAR x l'-2" LONG THRU PIPE EA. WAY 1 1/2" DIA. PIPE GUARDRAIL, TYP STEEL VERTICAL SUPPORT POST 5-0" O.C. MAX OPENINGS BETWEEN RAILS NOT TO EXCEED 21" STEEL CHANNEL SEE STRUCTURAL DWGS OPEN GRATE STEEL PLATFORM (PTD) METAL DOCK LANDING GUARDRAIL Of' AI C . E A /n-1-41nII 0%_1tALC . 1 114 - I -V 1 1/2" DIA. PIPE GUARDRAIL, TYP —1 1/2" DIA. PIPE HANDRAIL, TYP -STEEL VERTICAL SUPPORT POST 5'-0" O.C. MAX OPENINGS BETWEEN RAILS NOT TO EXCEED 21" STEEL CHANNEL SEE STRUCTURAL DWGS OPEN GRATE STEEL PLATFORM (PTD) METAL DOCK STAIRS GUARDRAIL & HANDRAIL SCALE: 1 1/2"=V-0" ALL EXPOSED STEEL TO BE GALVANIZED AND NOT PAINTED 1-1/2" DIA. PIPE GUARDRAIL 1 1/2„ DIA. PIPE 2' GUARDRAIL, TYP STEEL OPEN GRATE � PLATFORM STEEL VERTICAL SUPPORT 1-1/2" DIA. STL. PIPE POST 5'-0" O.C. MAX HANDRAIL 2 1 CENTER VERT 1-1/2" STL. cy PIPE IN STAIR RUN Ld 1 J, a o OPENINGS NOT TO EXCEED 21" i cro STL. CHANNEL ANCHOR CHANNEL TO o EDGE OF SLAB. (0,1 ANCHOR W/ 1/2" DIA. ANCHOR BOLTS I II 24" O.C. WELD RAIL TO SEE STRUCT. DWGS. FOR GALV. STL. PLATE RISER­'1" 11" CONNECTION WELDED TO STRINGER STRINGER CONC. CURB 5'-0" 6 T. @ 11 = 5'-6" ATTACH STRINGER TO CONC. SLAB WITH STL. ANGLE AND 6" DRIVE-IN RAMP 10" STL. CHANNEL STRINGER ANCHOR BOLT WELDED TO 6" CHANNEL STEEL OPEN GRATE TREADS OPEN GRATE WALKWAY AND STAIR SECTION g EDGE OF RAMP GUARDRAIL SCALE: 1/2"=1'-0" A 7.0 J SCALE: 1 1/2"=V-0" OIL BOTTOM OF PLATE 4" A.F.F. 8" DIAMETER ROOF LEADER - SEE PLUMBING DRAWINGS 1/2" EXPANSION WEDGE ANCHOR w/ 3 J" MINIMUM EMBEDMENT 3/8" THICK BENT STEEL PLATE DOWNSPOUT PROTECTOR, PAINTED SLOTTED HOLES AT THIS SIDE ONLY CONrrRETE WAIT PANEI 1/2" EXPANSION WEDGE ANCHOR w/ 3 J" MINIMUM EMBEDMENT 8" DIAMETER ROOF LEADER - SEE PLUMBING DRAWINGS 3/8" THICK BENT STEEL PLATE DOWNSPOUT PROTECTOR, PAINTED ROOF DRAIN LEADER PROTECTION SCALE: 1 1/2"=V-011 g ROOF LADDER A 7.0 J SCALE: 3/4"=1'-0" F ING _EP 0 N w L J rn U m rn Lo p J M Lo � Jr � U a o� ��o� UQ¢W QzcGo O i of 0-a Nd of FN �OOWWU J wo>Y U_10 ¢Wdm ¢W �I-zwC9� W �w¢2 V)mmZ J_w Z w��OZUwo2wt� ?rZUUH�UULl�CIO UU Z 0 U U z H 0 m a U � w � w w a 0 p '^ p(D °) ,o ,� n o) o Uco w 0 N o vJ ��// L Z 0 N �* `t N U m °) W .�_i Oto(o X W V) J_m W ¢plow W wpdw.mpp z E- w� n ¢cn�m,n OOUazE pJ-wo , /z V V�iaowzz==wg0� of Lwi U) W ¢ O 2 � Z Z ❑ .� ¢ u v of ziX r2zH�n (L EK Z> JF-¢)-zzww LLIJ n tnw�w z�U�c7�Utw- V Z m �ZI-W_p Cn ONOUONUCJ��v�iCU qJ JQ U Z L) OJ _ c) A z vOu Lo r Q �� O 0 �0 d U I_ UUz o _cy,)�z 0 0 fE LID ¢ J � V) p 0 Z ¢ 2 M U z ~°`°of W J O ¢ O O F v z Z m U z rn�� ¢m0 0 rn U � c') v J C° U U W ��Mw W � T_ 0 f — — 0 T, 5 U �2t L� o5Op(D 0 z Q W �I O LL W ~ Z w Z) d U wc) Z ¢C) Q U J O J U) 0 Lo Z 0 cy) H W OJ O� Z o�ttttl t,►vs r ;,o 0 ek JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS A THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS. INC NOPARTOFTHISWORKMY BE REPRODUCEOWITHOUT PRIORWRITTENPERASSION FROM GIAARCHITECTS.INC SHEET NUMBER A 7.0 DOCK STAIR � ■w w� "WIN amom VERIFY ENCROACHMENT WiTH DOOR MANUFACTURER OR OPENINGS DOOR OPENING LiNE 6" PIA. SCH. 40 STEEL PiPE GOALPOST, PAINTED YELLOW FiNiSH FLOOR GUARD EMBED PLATE, RE: TO ENLARGED DETAIL 4 / A 8.0 SCHEDULED INSULATION MUD SLAD i GOALPOST AT FREEZER 3 SCUPPER ELEVATION '-0H A Q n e+nSCALE LE: 1 1icH_Oyu 1/2H_-. - -v nnnv noGr ttr v; n1AA;=Mai0K1 VERIFY ENCROACHMENT WiTH DOOR MANUFACTURER WALL AS SCHEDULED 6" PIA. SCH. 40 STEEL PiPE PAINTED YELLOW DOOR (OH OR DI -PARTING - SEE DOOR SCHEDULE) VERIFY ENCROACHMENT WiTH DOOR MANUFACTURER DOOR OPENING LiNE 6" PIA. SCH. 40 STEEL PiPE PAINTED YELLOW FINISH FLOOR CORE DRILL HOLES INTO FLOOR SLAB CONCRETE FOOTING SECTION 2 STANDARD GOAL POST DETAIL A 8.0 SCALE: 1/2"=T-0" 21/2" N 63 O O O O O O ciJ O O O O O O N 2' N —+--W— —w—+4*-- CIVIBCD PLA I C ir'VR FRCCZCR 4 BOLLARDS & GOALPOSTS A 8.0 SCALE: 1 1/2"=V-0" TOP AND BOTTOM PLATE 16 GA. SHEET ME BREAK TO FORM PREFiNiSHED ME COLLECTOR BOX 6" HiGH x 26" Wit WALL SCUPPER BUTYL SEALANT 6" x 8" PRE-FiNiE DOWNSPOUT C01 UNDERGROUND SEE CIViL DWG5 CONCRETE WALL PANEL 6 SCUPPER SECTION 3/4" STEEL BASE PLATE (24" SQ.) EMBEDDED iN SLAD SEE STRUCT. 3/4" PIA. ROD 1/2" PLATE X SEE FLOOR PLAN 8" HiGH OVERFLOW SCUPPER OPENING - SEE EXTERIOR j ELEVATIONS & DETAIL 8 / A 8.0 2' 2' i PRE-FiNiSHED COPING I I I ' I I I I I I I - I Q WARPED DECK Q I � I I o0�000 0 vU� v "DEPRESSED" INSULATION AREA AT DRAiN I r-5-' TYPICAL ROOF DRAIN A 8.0 SCALE: 1/2"=V-0" 4'-0" WARPED DECK ROOF DRAIN w/ STRAINER & CLAMPING KING - SEE PLUMBING DRAWINGS FOR SiZE 'I 7 COPING CAP �tj&0 SCALE: 1 1/2"=V-0" E EXTERIOR ELEVATION r8- OVERFLOW SCUPPER A 8.0 SCALE: 1 "=V-0" R'S 1'-13/4" COLD DOCK PRE -FINISHED (20 GAGE) METAL :OPiNG w/ TAPERED TOP & CLEATS iRE TREATED 2" x WOOD BLOCKING d ANCHORS AT 24" CENTERS ;ONCRETE WALL PANEL ULLY ADHERED REINFORCED TPO 1EM13RANE - WRAP OVER TOP OF /ALL PANEL 'ERM BAR FASTENED @ 12" O.C. :OOF MANUF. WATER BLOCK IEAT WELDED LAP 30 MiL TPO ROOF MEMBRANE 1ECHANiCALLY ATTACHED 'OOF INSULATION - SEE ROOF PLAN :OR REQUIRED THICKNESS 1/2" METAL DECK ON OPEN WED STEEL SAR JOISTS - SEE STRUCTURAL DWG5 HEAT WELD TPO MEMBRANE TO INSIDE OF SCUPPER BOX 3" 1 2' 2' 1 3" 3" I NOT TO SCALE LiNE OF INTERIOR PANEL FACING ME I AL 3" WALL PANEL THICKNESS PLUS 11/2" 1'-3 3/4" 01 FREEZER g COPING CAP A 8.0 SCALE: 1 1/2"=V-0" 10 ROOF DRAIN A 8.0 SCALE: 1 "=1'-O" PRE -FINISHED (20 GAGE) METAL OPiNG w/ TAPERED TOP & CLEATS iRE TREATED 2" x WOOD BLOCKING I/ ANCHORS AT 24" CENTERS ;ONCRETE WALL PANEL LILLY ADHERED REINFORCED TPO 1EM5RANE - WRAP OVER TOP OF /ALL PANEL 'ERM BAR FASTENED 12" O.C. :OOF MANUF. WATER BLOCK IEAT WELDED LAP 30 MiL TPO ROOF MEMBRANE 1ECHANiCALLY ATTACHED :OOF INSULATION - SEE ROOF PLAN :OR REQUIRED THICKNESS 1/2" METAL DECK ON OPEN WED STEEL W JOISTS -SEE STRUCTURAL DWG5 NSULATED CONCRETE WALL PANEL TAPER INSULATION AS REQUIRED TO CREATE SMOOTH TRANSITION DRAIN STRAINER - SEE PLUMBING DRAWINGS CLAMPING RiNG SEALANT UNDER MEMBRANE AT CLAMPING KING MEMBRANE FLASHING 60 MiL WHiTE TPO MECHANICALLY FASTENED OVER RiGiD INSULATION - SEE ROOF PLAN FOR THICKNESS 11/2" METAL DECK INTERIOR ROOF LEADER - SEE PLUMBING & CIVIL DRAWINGS 0 N 6 Lo a) Ur m J M Lo Q n � coDorn F- 19 Q o4 H�Cm o U Q Q w Q z m r � 0� X 2- L N N ?R W WU2 Ow2� wCc J>-W <-u c wow axwz �-J LL �- z�� Q J mm Q�Q' W coH�xJ=wz0WQax � o zUcgQ���m wl-� z wo Q— uj ? r Z U {w— U U LL co U C i z O U U z O m a � Uwl 7) wl w w 0 o rn Lo na //1 cp CQ 2' N zI..L _ O N —�a}N U M ci O> LIJ cgxo6 U) 'nU)J M I O c° m w w co W w <MCDw wwoa�mo oOvazPoJQww. V5a:q mZZ r2og0W �Z v LLOWW WQ02wz�� Z �>-zwzxrRzE-�m W mow- JDZ�-Q?2' W Ut 2—' wE-W ��U�(7wUFw- =)Mz�nz�w v Z U) cn —..C> W�O..ONLuo 0NcnU004UUJCi U U = Z z Q O; W UU 2 0 Co Lo LL O Q 0 � O rn O H cp U f" U1114MV Q z =Z6 Co O °m!cz Q J w (6 O O Q 2 j m 2 z ~°off Z °~;¢ O zz Ch U Q 25 cQn n z rn v o n Q m m O v -1 m V U W ��Mw � Y O x I-- - O w rn w ) o0�� IL z O M Q Q rnw a O L- 1z W_ ~ Z W W Z ti Z Q� V Z0 Q >0, I.._ Lo z L ~ .....w co m w 00 Z `�yyylliltitll/�, CON;VE''i,, ;,vY � ANQf-�' C, j✓ P � e • P O �- O �y'Cl. Id` �oc�ou �• `Ilk JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS Q THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS. INC. NO PARTOF THIS WORK MAY BE REPRODUCEDWITHOUT PRIORWRITTEN PERMISSION FROM GMAARCHITECTS,INC. SHEET NUMBER A 8.0 SECTION DETAILS 1 UNISEX RESTROOM 106 A 9.0 SCALE: 1/2" = V-0" C SANITARY COVE BASE @ ALL TILED WALLS - TYPICAL SANITARY COVE 13A5E 0 ALL TiLED WALLS - TYPICAL 2 UNISEX RESTROOM 106 A 9.0 SCALE: 1/2" = V-0" I 0 5 MEN'S RESTROOM 131 6 A 9.0 SCALE: 1/2" = 1'-0" ��g 7 LAVS @ RESTROOMS 107 & 108 A 9.0 SCALE: 1/2" = V-0" i e FiRE RETARDANT TREATED WOOD BLOCKING AS REQ. 3 MEN'S RESTROOM 107 A 9.0 SCALE: 1/2" = V-0" WOMEN'S RESTROOM 133 SCALE: 1/2" = 1'-0" 35-1- SEE FiNiSH SCHEDULE 3OLiD SURFACE TOP WiTH 13ULLNOSE EDGE ON 3/4" EXT. PLYWOOD w/ 3OLiD SURFACE 13ACK5PLASH (2) 2" x 3" x 1/4" HORIZONTAL TUDE AT EACH END (PTD), COORDINATE WiTH PLUMBING DRAWINGS FiRE RETARDANT TREATED WOOD BLOCKING AS REQ. 16 GA. STEEL STUDS AT LAWS WELDED TO TUDE SUPPORT SiNK BEYOND, ADA COMPLIANT PROVIDE ADA APPROVED WRAP (WHITE) WATER RESISTANT GREEN BOARD FLOOR FiNiSH ALL SURFACES DENEATH TO BE SEALED/ FINISHED. GRiND SMOOTH ALL WELDS SECTION @ SINK IN RESTROOMS SCALE: 3/4" = 1'-0" 0 71 WOMEN'S RESTROOM 108 SCALE: 1/2" = V-0" E 3 � 0 0 O ❑ � N = MOUNTING HEIGHT SCHEDULE ACCESSORY KEYNOTES EHANDICAP ACCESSIBLE LAVATORY, SEE PLUMBING DWGS FOR FIXTURE TYPE lflSTANDARD WATER CLOSET - REFER TO PLUMBING DRAWINGS FOR FIXTURE TYPES 35" TO 40" Ffl Q N TO ENSURE FORWARD REACH FLOOR LiNE EHANDICAPPED ACCESSIBLE WATER CLOSET, SEE PLUMBING DWGS. FOR FIXTURE TYPE EHANDICAP ACCESSIBLE URINAL - REFER TO PLUMBING DWGS. FOR FIXTURE TYPES lflSTANDARD URINAL - REFER TO PLUMBING DWGS. FOR FIXTURE TYPES I:fl HANDICAP ACCESSIBLE DRINKING FOUNTAIN TOILET ACCESSORIES SCHEDULE KEY MATERIAL ELI 42" GRAB DAR @ SiPE 36" GRAB BAR 0 BACK 24" VERTICAL GRAD BAR 2� SANITARY NAPKIN DISPOSAL 3� SOAP DISPENSER (SURFACE MOUNT) 3A SOAP DISPENSER (COUNTER MOUNTED) �4 TOILET TISSUE DISPENSER TOWEL DISPENSER WiTH aPAPER WASTE RECEPTACLE 66 TRAP WRAP ❑7 FRP PANEL FROM FF TO 8'-0" FLOOR MOUNTED, HEAD RAiL BRACED TOILET PARTITIONS �g UNDERCOUNTERLAVATORY 10 ADA GLASS MiRROR (24 X 36) 10A ADA GLA55 MiRROR (48 X 36) 11 URINAL SCREEN 12 29" HC SWiNG DOWN GRAB BAR, EQUIVALENT TO BOBRiCK #13-4998 MOUNTED TO BACK WALL. THE MOUNTING HEIGHT OF THE REQUIRED REAR DAR MAY BE VARIED TO COORDINATE WiTH THE SWiNG GRAB BAR 13 UTILITY SHELF w/ MOP & BROOM HOLDER 0 6 N W L? J m U co rn J M I- Q C M W V) W V In poa FW �CDW D? QQ W �<zco o -oa 000O d m= NrNa JW W � JWUW WO2Y <--,z UQ� ZW Q�mzo m Z_ Q��f-U` I-(,p Z JW WQ��QW u�l�l_x2: �Zn_Wa_x p: z�jtnagLL ?rZU H�UU tWi Do•>UU Z O U U Z H � m d U w w w LL CD o m L0 o u0 °p o r a (n d) Z - O N o Z 0) U rn _m � co x C3 0 I- CO J M O co cfl W LJJ w co Q m o m w W o a m o Z F- wwIX- Qcn�M,a o W Z OOU'-?F JV It m:Fc IUgLu co 2� 0Lu z ly}ZWZxO�ZF¢-JW W n 3�� w�Z>-Q=<w (D Z LL x 0W- Z mmw5gmoUw -OON?W0E-U W~ 0acnU563: cocN J .qJ �Q. U_ Z Z a O; D W U( cl) :E z O OD LL H r U Q to m O O rn O U V) u z 2 MD v z OU ° 2 L0 (6 o I— x Q j ch co) z ~°ow Z - ° O ~�¢ Z Z m U 0) a z to z v o Q rn M O r O z co U I— ix V c ~ U LU J�MW x� W LL~ Yo x = F- cn N U v 00 Z° M Q a rn co a O LL W ~ z w zti U wo Z QCD C) O ¢0 m JO 7-) U) c) 0 Lr) Z G7 � ti H won" c0> Z) W°° z aicViii7'f'JC•�F *,.®r . •z�` � ABC;-�' JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS Q THIS DESIGN AND THESE ORAWINGSARETHEPROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMAARCHITECTS. WC. SHEET NUMBER A 9.0 RESTROOM ELEVATIONS PAPER TOWEL DISPENSER 0005E-NECK FAUCET AND SiNK REFRIGERATOR BY TENANT- PROVIDE WATER SUPPLY BREAKROOM 123 - WEST ELEVATION SCALE: 1/2" = V-0" 12'-61/4" - HELD VERIFY SEE WiNDOW TYPES AS REFERENCED ON FLOOR PLAN 25" DEEP SOLID SURFACE COUNTERTOP WiTH 4" BACK & SiPE SPLASHES PLASTIC LAMINATE COUNTERTOP SUPPORT SCHEDULED BASE RECEIVING 129 - NORTH ELEVATION SCALE: 1/2" = V-0" PLASTIC LAMINATE FiLE CADiNET5 - 24" DEEP i N SCHEDULED BASE 3 A 9.1 14'-0 3/4" - HELD VERIFY RECEIVING 129 - WEST ELEVATION SCALE: 1/2" = V-0" NOTE: SOLID SURFACES TO BE 55-2 PLASTIC LAMINATE TO BE PL-1 SEE FiNiSH SCHEDULE NOTE: SOLID SURFACES TO BE 55-2 PLASTIC LAMINATE TO BE PL-1 SEE FiNiSH SCHEDULE NOTE: SOUP SURFACES TO BE 55-2 PLASTIC LAMINATE TO BE FL-1 SEE FINISH SCHEDULE _AST1C LAMINATE WALL -12" DEEP WITH M31NETS ADJU5TAE3LE SHELF NiSHED END PANEL 5" DEEP SOLID SURFACE DUNTERTOP WiTH 4" DACK PLASH NiSHED END PANEL _ASTiC LAMINATE DA5E ADINETS - 24" DEEP WiTH ADJUSTABLE SHELF DOOR AND FRAME - SEE DOOR SCHEDULE PLASTIC LAMINA E rILt CABINETS - 24" DEEP 25" DEEP SOLiD SURFACE COUNTERTOP WiTH 4" BACK AND SiDE SPLASHES PLASTIC LAMINATE COUNTERTOP SUPPORT 12'-61/4" - FIELD VERIFY DRIVER'S ROOM 135 - SOUTH ELEVATION SCALE: 1/2" = V-0" iuWAM C 1 COUNTER SECTION DETAIL A 9.1 % SCALE: 3/4" = 1'-0" FiNiSH SCHEDULE 3TiC LAMINATE _ CABINET "E MELAMINE RiOR AND (1) JSTA13LE SHELVES .2 FINISH SCHEDULE DEEP SOLID SURFACE JNTERTOP WiTH 4" BACK AND E SPLASHES RETARDANT 2X WOOD ICKiNG AS REQUIRED TE MELAMINE INTERIOR AND JUSTA13LE SHELVES FINISH SCHEDULE M.D.F. WRAP ALL EXPOSED DES WiTH P.LAM. 55-2 SEE FiNiSH SCHEDULE SOLiD SURFACE COUNTERTOP 4" SOLiD SURFACE BACK5PLASH PLAS IC LAMINATE SUPPORTS WHERE REQUIRED PL-1 SEE FiNiSH SCHEDULE PL-1 SEE FiNiSH 55-2 SEE FINISH SCHEDULE 25" DEEP SOLiD SURFACE COUNTERTOP WiTH 4" BACK AND SiPE SPLASHES FiRE RETARDANT 2X WOOD BLOCKING AS REQUIRED TRACK FOR DRAWER FiLE DRAWER -WHITE MELAMINE INTERIOR (COORD W/ OWNER iF LOCK SET REQUIRED) 3/4" M.D.F. WRAP ALL EXPOSED EDGES WiTH P.LAM. 7 l FILE BASE CABINET SECTION DETAIL A 9.1 / SCALE: 3/4" = V-0" G� EDULE \TE E 1) HELVES -IEDULE SURFACE ViTH 4" BACK `\SHES NT 2X WOOD :EQUiRED EDULE ND HOT H2O LATiON `\P ALL EXPOSED .LAM. 3EE FiNiSH SCHEDULE 'LASTiC LAMINATE VALL CABINET NHiTE MELAMINE NTERiOR AND (1) NDJUSTADLE SHELVES 55-2 SEE FiN15H SCHEDULE 25" DEEP SOLID SURFACE COUNTERTOP WiTH 4" BACK AND SiDE SPLASHES FiRE RETARDANT 2X WOOD BLOCKING AS REQUIRED WHITE MELAMINE INTERIOR AND ADJUSTABLE SHELVES 3EE FiNiSH SCHEDULE 3/4" M.D.F. WRAP ALL EXPOSED EDGES WiTH P.LAM. 0 N w 9 _j m U � m J M in Q r W ui U) wm Q oa. wDoM Do 0 N �02� UZC"pa N V&: wwv2 wij2_ w>2Y QLLLOZ 0_10 w O J7 w W w Z O Q imz QcoW<Zw(DW H Z Q ca w w Uwa: ZOWo-= ?nZU IW—�U6 L.i ce)06 2 O U Z O m U 2 w 7) w w a CD CD to Lom O N Z O N v d N U c i rn LL.k W(nx 00(n� '('J 6 Jo-.OfW W LU -i•-co QmoDo W W oa:w coi OOUn Z Zxo�Qwc`,CL (ninJUY W Fna��oZTwogoU W w(Oo_j WQ=U� �< Z x}ZwZ=��z�-a W a:�mz}Qm�w W CL § w(DH U5 aLLWZ 1 vW0 Z 0lZ o C\) NU63:ru0 Z) qJ JQ U) ? U_ Z Q 0 Z O; w U U 2 z o 00 f% F- r U a L O a o �o o d U M Q U z =" �o Q ° 002�'¢ ce __j XaSoo Z Q = 5 C6 U z ~ IS O o °~�Q Z co Z U >_ Z m a v o y o- -o fh 4 fn U J (D V = Lu = v Y O = I-- - o co � w IX��a o 5 0 C9 I..L Z O c ) Q d o ff d �I LJ.. W ~ Z W W Z r- U w� Z Q0 _ ,j Z 0 Q U P Jo C/) 0 Lo Z f/) ti w 00 Z S a� JOB NO: SJ1518 PA: FCW DATE : 07.09.2015 REVISIONS A THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF NO PARTOFTHIS WORK MAY BE GMA ARCHITECTS. INC. REPRODUCEOWITHOUTPRIORWRRlEN PERMISSION FROM GMA ARCHITECTS, INC. SHEET NUMBER A 9.1 MILLWORK ELEVATIONS AND DETAILS CORP. �; vCT 132 4B - 1 MEN D:a 55-2 TOP PL 1 SUPPORTS 55 2 TOP - ❑ ❑ 1^ ®' _ CT DRNERS PL-1 SUPPORTS — l WUMtN I ROOM RECEIVING/ COPR. ` / J l�? C 133 135 WiLL CALL 103 -' ON 2 A VCT 136 2 A vCT o 133 T51 II��uU I07 ® WOM 1� )L v T 1 1B 1B 1B 1B %� 2A 2A 108 0 0 _. _..., COMPUTER/ COPIER/ MAIL nlB OFFICE OFFfCF OFFICE OFFICF - TRANS WAREHOUSE our r ur-0 �/ - - - - - - �� _ CT , CT CT _ PHONE ROOM I 1 109 110 CORP. 112 113 114 115 OFFICE MANAGED MANAGER 139 138 CPT 111 CPT CPT GPT CPT 116 VCT 0 7 6 6 4 i CPT 0 0 o e e i e N ........... .... CORP. CPT Vic`. vcr 104 \I o i �1 I 512 TOP F7 ( I 1 i f v V8 OPEN 1 A OFFICE OFFICE 118 CPT 1 A 117 CPT O 2 VCT VCT 3 SEE PATTERN TO RIGHT 7 BREAK ROOM 1 A 1 A 126 O 3 1 A Room 1B 1B 1B 1B c 199 OFFICE OFFICE OFFICE OFFICE OFFICE CPT 125 124C19D QKD 5A 120 ' f 3 A CPT GPT CZ T C2 T RECEPTION F CT CZ T 121 1 ENLARGED MAIN OFFICE FINISH PLAN A 10.0 SCALE: 1/8" = 1'—O" FiNISH SPECIFICATIONS FLOORING CPT-1 MFG: SHAW CONTRACT GROUP STYLE: MAINFRAME 5A140 COLOR: 40500 GRANITE w LOCATION: OPEN OFFICE Cad MAiN OFFICE AREA a & WAREHOUSE OFFICES 127 & 128 CONTACT: JOYCE FRANKE, 514-941-1420 CPT-2 MFG: SHAW CONTRACT GROUP STYLE: TEXT 5A123 COLOR: 23500 GRANITE LOCATION: PRIVATE OFFICES Q MAiN OFFICE AREA CONTACT: JOYCE FRANKE, 314-941-1420 VCT-1 MFG: JOHN50NiTE STYLE: AZROCK COLLECTION COLOR: V-2602 NATURAL MOON SiZE: 12 X 12 LOCATION: DREAKROOM FIELD 11LE ui VCT-2 MFG: JOHNSONiTE z STYLE: AZROCK COLLECTION r- COLOR: V-245 BROWNSTONE 0 p SiZE: 12 X 12 LOCATION: DREAKROOM ACCENT TiLE 0 U VCT-3 MFG: JOHNSONITE STYLE: AZROCK COLLECTION COLOR: V-262 CURRY POWDER SiZE: 12 X 12 LOCATION: DREAKROOM ACCENT TiLE VCT-4 MFG: ROPPE STYLE: ESP STATIC CONTROL ViNYL COLOR: 757 TORNADO GRAY SiZE: 12 X 12 LOCATION: COMPUTER/PHONE ROOM CT-1 MFG: CROSSViLLE w STYLE: COLOR DLOX COLOR: A1114 TREE HOUSE, UNPOLISHED SiZE: 12 X 12 GROUT: CUSTOM DUiLPING PRODUCTS #105 EARTH cz Lu LOCATION: ENTRY & RESTROOMS CONTACT: JULiE ZOBEL (iSC SURFACES) - 314.971.6582 WALL BASE lil � v-I m J WALL TREATMENT W P-1 I WP-2 WP-3 INSTALL BLINDS AT ALL EXTERIOR WINDOWS - TYPICAL A AC/"_ InLJA IG PIA IITC Inrv: wnrvwln I � COLOR: 47 DROWN HEIGHT: 4" COVE MFG: CROSSViLLE STYLE: COLOR DLOX COLOR: A1114 TREE HOUSE, UNPOLISHED SiZE: 4 X 12 BULLNOSE (NON WET WALLS) GROUT: CUSTOM DUiLPING PRODUCTS #105 EARTH LOCATION: ENTRY & RESTROOMS CONTACT: JULiE ZODEL (iSC SURFACES) - 314.971.6582 MFG: SHERWiN WILLIAMS COLOR: 5W6073 PERFECT GREiGE FiNiSH: EGGSHELL LOCATIONS: TYPICAL WALL MFG: 13ENJAMiN MOORE COLOR: HC-73 PLYMOUTH DROWN FiNiSH: EGGSHELL LOCATIONS: ACCENT WALL MFG:13ENJAMiN MOORE COLOR: 2108-30 DROWN HORSE FiNiSH: EGGSHELL LOCATIONS: ALL HM DOOR5 & HM FRAMES WT-1 MFG: DALTiLE STYLE: MODERN DIMENSIONS COLOR: 0161 URDAN PUTTY SiZE: 4 X 8 (INSTALL iN BRICK PATTERN) GROUT: CUSTOM BUiLPING PRODUCTS #380 HAYSTACK LOCATION: OFFICE RESTROOMS, FULL HEIGHT DRiCK PATTERN - WALL TiLE TO EXTEND TO FLOOR, NO DASE THiS LOCATION CONTACT: JOANNiE MiLLAR: 314.568.9241 o FRP-1 MFG: GLASDORD cz STYLE: PEDDLE EM505SEP FiNiSH w COLOR: 70 DEiGE ui < LOCATIONS: WAREHOUSE RESTROOMS w m MILLWORK FINISHES w A AC/"`_ AIC\/AAAAO z r-I Inrv: Ivwnlnnl\ STYLE: 56014T SLACK PEARL LOCATIONS: VERTICAL CABINET �= AND SiNK BRACKETS 55-1 MFG: WiLSONART w COLOR: NUTMEG - 9064 GG LOCATIONS: RESTROOMS, cz LODDY TRANSACTION LEDGE cn 55-2 MFG: WiLSONART J COLOR: QUARRY MELANGE 9041ML (3) LOCATIONS: BREAK ROOM AND WAREHOUSE OFFICE COUNTERTOPS MISCELLANEOUS WOOD DOORS MFG: MARSHFiELD DOORS SPECIES: PLAIN SLICED RED OAK COLOR: BOMBAY 64-02 CEILING TiLE MFG: ARMSTRONG CEILING STYLE: FiNE FISSURED, 2x4 COLOR: WHiTE MFG: HUNTER DOUGLAS CONTRACT STYLE: 1" HORIZONTAL COLOR: 064 BRONZE GENERAL NOTES O II 0 0 I I I I ON. 1 SECURE RECEIVING �II 137 2 ENLARGED WAREHOUSE OFFICE FINISH PLAN A 10.0 SCALE: 1/8" = 1'—O" 1. FiNiSH SYSTEM DESCRiDES THE FINISH SPECIFICATION FOR THE VERTICAL SURFACE AND ALL ITEMS PLACED ON PARTITION/WALL. iF DISCREPANCY OCCURS CONTACT ARCHITECT FOR CLARIFICATION PRIOR TO STARTING WORK WiTHiN THE SUDJECT AREA. 2. INSTALL ALL MATERIALS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 3. ALL METAL DOOR DOORS & FRAMES TO DE PAINTED WP-3. 4. PROVIDE PROPER TPANSTiTION STRiP BETWEEN FLOORING MATERIALS. CARPET TO ViNYL FLOORING - JOHN50NiTE, CTA-XX-C TiLE FLOORING TO CARPET - SCHLUTER, RENO TK TiLE FLOORING TO CONCRETE - SCHLUTER, RENO DAMP (21/2") 5. REFER TO ELEVATIONS TO VERIFY FINISHES AND FOR ADDITIONAL FiNiSH INFORMATION. 6. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES. 7. DOOR HARDWARE TO HAVE 13RUSHEP CHROME FiNiSH 8. ELECTRIC COVER PLATES TO DE IVORY. FiNiSH SYSTEMS OFFICE/CONF RM. COMPUTER/ PHONE ROOM oOPEN FLOOR: CPT-1 �'J (3 FLOOR: VCT-4 RASE: D-1 BASE: 13-1 WALLS: WP-1 WALLS: WP-1 OFFICES 4A JANITOR'S CLOSET OMAiN 1 A FLOOR: CPT-1 FLOOR: VCT-1 AT OFFICE, CONC-1 AT W.H. RASE: 13-1 RASE: 13-1 ACCENT WALL: WP-2 WALLS: WP-1/ FRP Cagy MOP SiNK 1 B PRIVATE OFFICES / 1 4 B COPIER/MAIL/CORR 111 FLOOR: VCT-1 FLOOR: CPT-2 RASE: 13-1 RASE: 13-1 WALLS: WP-1 WALLS: WP-1 U5 KEHUE UFFICE5 ��\ FNT2Y VF� r1R�ILF UWA FLOOR: CPT-1 FLOOR:CT RASE: 13-1 RASE: 13-2 WALLS: WP-1 WALLS: WP-1 5 A ENTRY VESTiDULE O13REAKROOM FLOOR: VCT FLOOR: CT-1 FIELD TI- VCT-1 BAc)F: B-'99. ACCENT TiLE: VCT-2 ACCENT WALLS: WP-2 ACCENT TiLE: VCT-3 RASE: B-1 WALLS: WP-1 (3 OFFICE RESTROOMS 3 A 5REAKROOM FLOOR: CT-1 BASE: 13-2 FLOOR: VCT WALLS: WT-1 FULL HEIGHT FiELD TiLE: VCT-1 NOTE: SEE RESTROOM PLANS FOR MORE INFO ACCENT TiLE: VCT-2 ACCENT TiLE. VCT-3 WAREHOUSE RESTROOMS BASE: [3-1( / ) ACCENT WALLS: WP-2 �� FLOOR: G BASE: [3-2-2 WALLS: FRP-1 FULL HEIGHT NOTE: SEE RESTROOM PLANS FOR MORE INFO p (q N 0 W U � a0 rn O J M O ¢ t` O co 0 H In O UOa N�o� ao 0 �U-J �NO2x xOOoVQWW2 UWJ;�aN uJ RY ¢IiOZ 0-0 (nwmmZ x co _I W W Z �w¢= sLu s sl- O n I -Ms z 0 co, 2 zr� o ¢ Z��i� W =ri.- ?= .. v IL m U U z 0 U_ Z Iw- m aU � W W w 0- 0 O O t0 O U) rn EL cy) U 0?x N w0 0 LL Zed N U M rn W X0s UI— O(n J M QUimOW WIWLIO � CO d m o w OOUa zwoJ¢ W cna Z zz`r=pWgOU cA UU � Z °R>-zWKx-gZ�-Ww. LLJ azuw 3:ti`Z>,zzxw rn 0 - z=OzgmoUFw- V f5L DSmw Z�ZI-W p CA W.-0 ON-..-InH.. Z ONt06UNU6§rL-O qU g Q � U Z ¢ O> w UZ-5 e% 0 LO n� r LL V Q '0 2 O w rn O 0 ~ N J M J v 0 0 02�¢ Z I— `r �Mvo Z Z ~=o`°W O Z C) U z 0)W 0 0 O°,CO U 0 d H U W ��MW s v 1= er W Y O _ s �- - O � 0 U oo'tC? ¢ 0 1- n 55'-0" leJ 598'-82" 55'-0" 7 55'-0" 60'-10" z -10 IV2 F2. S 7":� o — o—T:l o o---- — o� o -- a---T—Ti I I I I % 10 37'-0" II 13 I F2.1 16 1 2 F2.2 — — — — — 1-07 — — — — — — — — — — — — — — II I A. SIM 19 F2. — F1 F2 I I II I rt� F1 Fi F2. J F4 F2 17 F2.2 — I F1 F1 T I — — — — — — — — — — — — — — — — — — — — — — — — 1 1 = F2.1 5 I 55'-0" 55'-0" 598'-82" 55'-0" F1 I 6) (7) �8 55'-0„ 57'-22" T GRADE T GRADE 149'-22"=95'-O"=99'-0" 20'-0" 12 I 3 I ---- F2. 7 - F2.1 6 I � II v e F3 II II :9)1 II II II II N 4 I II II II II I 2 II II 8 II F2.1 I 3 II I� i�8 F2.2 — J F4 II I 6 c F2.1 I F2.1 I I I II II II I I J J I I I J F4 I F4 l HF2— F2.2 I I II CONTROL JOINTS I I I I I 21 c @ 15'-0" MAX �; I I F_ IF I I r I I F2.1 F- r G r G I — — I — — — I �---- — — — — — I I J J II � F4 F4 I 11��6 F2 I I II I 3 �, G J 4 2 F2 ce F F3 9 I I F2.1 19 F2.2 I I 17 — �� F1 F1 F1 I I 1 F2.1 I I I II I --4----=-------- ---- --- — — — — --------_---------� — — — — — — — — — — — — — — — — — — — — — — — — d — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — 9 C 1 2 1 F2.1 F2.1 I I I 60'-10" 1 '-11 8" 37'-0" 55'-0" I 57'-2�" 9) (9.1) (10) (11 DRAWING NOTES O1 74" CONC. TILT -UP PANEL O2 13 3" INSULATED CONC. TILT -UP PANEL 91543" INSULATED CONC. TILT -UP PANEL ®CONC. GRADE BEAM 2'-0" WIDE x 3'-0" HIGH T/GRADE BEAM = 99'-0" 0 CONC. GRADE BEAM 2'-6" WIDE x 3'-0" HIGH T/GRADE BEAM = 95'-0" ©CONC. GRADE BEAM 2'-6" WIDE x 3'-0" HIGH T/GRADE BEAM = 99'-0" 0 CONC. GRADE BF4M 2'-6" WIDE x 3'-0" HIGH T/GRADE BEAM = 95'-0" ®DOCK LEVELER PIT, VERIFY ACTUAL SIZE w/ SUPPLIER (Dio'-O" CONCRETE POUR BACK w/#4 BARS @ 48" 0 7" UNREINFORCED CONC. SLAB ON TOP OF 10 6" COMPACTED GRANULAR FILL. ELEV = 100'-0" 11 COLD DOCK 6" REINF #3's @ 18" O.C. ON 10 MIL VAPOR BARRIER OVER 6" COMPACTED GRANULAR FILL. 12 6" CONC. SLAB w/ #3'S @ 18" 0. C. ON 6 MIL SLIP SHEET w/(2) 2.5" SUB FLOOR INSULATION SHEETS ON 10 MIL VAPOR BARRIER ON 3" MUD SLAB ELEV = 100'-0" 13 SLOPE SCRUBBER DUMP AREA ROOM FLOOR TO DRAIN %2" PER FOOT. SEE ARCH DWGS FOR SIZE AND LOCATION OF ROOM FOOTING SCHEDULE FND MARK FOUNDATION SIZE REINFORCING ANCHOR ROD SIZE OF TOP FTG. BOTT. E. W. F1 6'-6"x6'-6"x 1 '-3" (8) - #5 (4)N 3" 0 HEADED 99'-0" F2 8'-0"xl4'-0"x2'-O" #6 @ 10" T&B (6)-1" 0 HEADED 99'-0" F3 8'-0"x7'-0"x 1 '-3" #6 @ 12" T&B (6), lT HEADED 98'-10" F4 6'-6"x6'-6"x 1 '-3" (8) - #5 (4)N 3" 0 HEADED 98'-10" NOTE ALL FOOTINGS DESIGNED BASED UPON ALLOWABLE SOIL BEARING. PRESSURE OF 3000 PSF (COLUMN), 2000 PSF. (GRADE BEAM). FOUNDATION PLAN N SCALE. • 1 /16" = l '-O" Cl = HSS10x10x4 C2 = HSS 1Ox 10xts 0 N (Wj > t00 I M O Q n ODco ¢ ooa W?om UUo CD Do ¢zw I' ¢¢w 00 �oNpN � -w Ql�oz �WWm�WW ¢ZZ �mmZ-iWWQ�U)¢W �w==d=rZOwa= of w1��ZUWO.�<2n ?r-ZUIW-�UUIIfC-1) U Z 0 U w U Z O m a w M w w o. LL- O O Lo Lo � o V) n <p a mpmas w O O0 CXoOon�fwn J w ¢mpowwwpa�v o Z Op8d?F'-sJ5w, 0-0zZ`r=�gOv C� 00 .9��¢z�� Z W wW?Tzm�2z-ja CL Dz>F- Q� <w (D�W U=WZ LLO z=z �0 Ill ULp-F.- Z -> > zWUUn 0�O-Z F- ❑aAUUa5cA J U U) Z Z a OJ U U�1 cl)2 o 00 tolz LL Nw U Q ' O O 7-O rn � U U N J � Q M z =��o ° oQ J C7 O10;O I— z Q = U z ~ O `° w O - °~�Q U z 0)Ua p°) U U u W �D�W =��, w ~ U I— U uo) - OR D C _ 2 La U F- U N U � 5 aD �2 (r Z O M Q a rn ci a O w 17- Z w w z U wq Z Q 0 O Qv >0 m? U) Lo z U) ~� Ce) I[i wF- 0 a z CO'UY���r 8 . PRAJ "�`•. �G�r 0 P o. 2'236 ,�3 JIJL J p JOB NO: PA: DATE: 07.09.2015 REVISIONS A THISDESIC AN O THESE DRAWINGSARE THE PROPERTY OF GMAARCHITEOfS,INC NOPARTOFTHISWORKMAY DE RE R00UCMVATHWTPRORWRDTENPERMSSION FROM WA ARCHITECTS, NC SHEET NUMBER CONNECT EZ CONNECTION w/ TITAN HD ANCHOR INTO FTG. 74" TILT -UP ° 2 EXP. MAIERIAL WALL PANEL TOP OF 7" CONCRETE SLAB ELEV. 100'-0" (TYP) d d77 ° O a T/GRAD BEAM V � d• EL 99'-0" v d d' a' d . 2" GROUT (TYP) co d � d d o I I 2" CLR,- 2'— 0" (2)N #5's TOP & BOTTOM MIN HORIZ SPLICE 2'-0" SECTION 1 SCALE: 4"=1 '-0" 7F2.1 NOTE: POUR 7" FLOOR SLAB THRU WALL @ ALL OPENINGS TOP OF CONCRETE SLAB 7,„ 4 TILT —UP WALL ----} rt ri, Rnnf n» /Tinl PANEL (BEYOND) tLtv. i UU —U ([Tr) 2"' EXP. MATERIAL SEE ARCH. DWG. FOR INSULATION DETAILS (TYP) p. p Q.. � A p : d ° T/GRADE BEAM d ELEV 99'-0» 6" COMPACTED ° d #4 DOWELS @ 48" OC GRANULAR FILL d ° d ° ` 24" (TYP.) Q u 24n� ,U 2" CLR U® ° (2) #5 TOP & BOTTOM MIN HORIZ SPLICE 2'-0" SECTION i2 '� 4 24" 221 » 6" 74J1 154" TILT —UP WALL NOTE. • POUR 6" FLOOR SLAB PANEL (BEYOND) THRU WALL @ALL OPENINGS d' °d T 21" EXP. MATERIAL -7OP OF CONCRETE SLAB ELEV, 100'-0" (TYP) n a. d a' v n • d d e? d e O 44 d I T/GRADE BEAM Q.._ .-.._.� ELEV. 99'-0„ 6 COMPACTED GRANULAR FILL 3" THICK MUD SLAB a (TYP.) d a d4 . d 5" RIGID INSULATION 45 MIL EPDM VAPOR BARRIOR o URETHANE SEALANT SEE ARCH I 2" CLR °d d ° d (3) #5 TOP & BOTTOM MIN HORIZ SPLICE 2' 0)' U J 1 •• 2,-6" SECTION r6 SCALE: ¢"=1'-0" F2.1 4 #4 BARS TO END OF POUR STOP (THREADED @END) SEE ARCH. DWG. FOR ELEV. 100'-0" (TYP) INSULATION DETAILS (TYP) ° I n d x x — ° ray 14 BENT BARS @ 48" O. C. ' - I #4's @ 48" 0. C. 74 ' TILT —UP CONCRETE—,,;5 WALL PANEL a e\ j� j� j/ 6" COMPACTED GRANULAR FILL d \ 2" EXPANSION MATERIAL (TYP) d d FINISH PAVING EL 96'-0" CONNECT EZ CONNECTION ['� I w/ TITAN HD ANCHOR INTO FTG. 2 GROUT (TYP) \� yry; T/GRADE BEAM ELEV, 95'-0 10'-0" CONC. POUR BACK d 9 p ° d d ° QF d d (3) #5 TOP & BTM, MIN. HORIZ SPLICE 2'-0" 2" CLR d •` d d d 2'-6 r SECTION 10 SCALE: 3"=1 '—O" F2.1 SCALE: 4-"' = l'-0" F2.1 1'3» —14 22" 4" 74» CONNECT EZ CONNECTION w/ TITAN HD ANCHOR INTO FTG. 2" EXP. MATERIAL d 134" TILT —UP WALL PANEL 1s 's TOP OF 6" CONCRETE SLAB SEE ARCH DETAIL °' ELEV. 100'-0" (TYP) 71A4.3 14 a I �ET71GRAD BEAM ° EL 99'-0„ z 2" GROUT (TYP) p d Al ° 2" CLR � c 2'-6" (3)— #5's TOP & BOTTOM MIN HORIZ SPLICE 2'-0" SECTION e--r2—.I 4 SCALE: "=1 '-0" AMBIENT COLD DOCK 4" INSULATED METAL PANEL SCHEDULED LINER PANEL AT ALL INSULATED PANELS V—TURN UP VAPOR BARRIERFOR BOND BREAKER REINF. & DOWEL TO SLAB TYP. 10 MIL CONT. VAPOR BARRIER PROTECTIVE CONCRETE CURB SEAL TO FACE OF PANEL SEE ARCH DWG. DETAIL 2/A2.8 GALV. ANGLES SEE ARCH DWGS. #3's @ 18" 0. C. TOP OF CONCRETE SLAB 0 Q ELEV, 100'-0" (TYP) n THERMAL BARRIER `11- `��c 10 MIL CONT VAPOR BARRIOR SEE ARCH. RUN UP IMP PANEL ABOVE CONCRETE CURB SECTION 7 SCALE: 4"=1 '-0" F2.1 A" 10'-0" CONC. POUR BACK 74' CONCRETE TILT —UP _ WALL PANEL (BEYOND) I I NOTE: POUR 7" FLOOR SLAB 1 TOP OF 7" CONCRETE SLAB 14's @ 48" O.C. THRU WALL @ ALL OPENINGS ELEV, 100'-0" (TYP) 24" 0 • 24"� 14 DOWELS @ 48" OC d (4'-0" LONG) @ OPENING 74 ' TILT —UP CONCRETE WALL PANEL 2" EXPANSION MATERIAL (TYP) FINISH PAVING EL 96'-0" d: c < d a a zl d ., 6" COMPACTED GRANULAR FILL (TYP.) SEE ARCH. DWG. FOR o INSULATION DETAILS (T(P) u; CONNECT EZ CONNECTION w/ TITAN HD ANCHOR INTO FTC. 2" GROUT (TYP) T/GB = 95'-0" dC d i\\ ° (3) #5 TOP & BOTTOM 2"CLR ° a MIN HORIZ SPLICE 2'-0" 2'-6, SECTION 11 SCALE.. 4"=1,_O" F2.1 134" TILT —UP WALL PANEL (Bt rONu) 2 ' EXP. MATERIAL 13„ NOTE. POUR 7" FLOOR SLAB (@ ENDS & MID PT. IN FREEZER 4" 74" THRU WALL @ ALL OPENINGS 22" 1 6" 1 74" CONNECT EZ CONNECTION TOP OF CONCRETE SLAB w/ TITAN HD ANCHOR INTO FTG. ELEV. 100'-0" (TYP) 154" TILT —UP 2 ° '" EXP. MATERIAL WALL PANEL ///—Jl-z)- Q„ n ' v m. Ua n n» n n v .�-s 15 U.G. „ ffU a i U.u. 00 00 SEE ARCH. DWG. FOR RECESS PANEL 4 d @ CONNECTION TOP OF 6" CONCRETE SLAB 00 d INSULATION DETAILS (TYP) (2'-0") WIDE ELEV. 100,-0" (TYP) p 4 • - vi all EL •• 1 6" COMPACTED 4 ° GRANULAR FILL ° as d ° ° #4 DOWELS @ 48" OC a ° a d d ° ° 24" z d 5„ INSULATION TO (TYP ) c ° " PASS UNDER PANEL —10° FREEZER COLD AREA DOCK 24li d d ®z d U (NOT AT CONNECTION)Z. o 2" CLR fzi 2" CLR p p ° ck� pd ! d d' d a � � n d U ® o 2,_6» 2J_6» (3) #5 TOP & BOTTOM (3)—#5's TOP & BOTTOM MIN HORIZ SPLICE 2'-0" MIN HORIZ SPLICE 2'-0" SECTION 4 SECTION 5 SCALE: 4 "=1 '—O" F2.1 SCALE: 4"=1 '—O" F2.1 6" INSULATED PANEL #3's @ 18" 0. C. (TOP 2" OF SLAB) d ' d '-- 2X6 ---- — 2" RIGID INSULATION —45 MIL EPDM VAPOR BARRIER W/CONT BEAD OF BUTYL CAULK BOTH SIDES IN LINE SECTION 8 SCALE: 4" =1 '—O" F2.1 1 14 22„ � 4» 7�q» tT>�—T p ' SEE ARCH. DWG. FOR e4 INSULATION DETAILS (TYP) 11, 9 d #4 BENT BARS @ 48" 0. C. 134" TILT —UP CONCRETE °d WALL PANEL 2" EXPANSION MATERIAL (TYP) d FINISH PAVING EL 96'-0" ° d. p G Lj ® a' p ` p 10'-0" CONC. POUR BACK d G d SEE ARCH DETAIL 7/A4.3 FOR FREEZER BASE DETAIL NOT AT PANEL CONNECTION AMBIENT —10° FREEZER AREA 6" INSULATED PANEL V—TURN UP VAPOR BARRIER FOR BOND BREAKER 10 MIL CONT, VAPOR BARRIER —\ SEAL TO FACE OF PANEL PROTECTIVE CONCRETE CURB SEE ARCH DWG. DETAIL 21A2.8 GALV. ANGLES SEE ARCH DWGS. D C: D _ n #3's @ 18" 0. C. (TOP 2" OF SLAB) D. 2" RIGID INSULATION _________________ 45 MIL EPDM VAPOR BARRIER wr/CONT BEAD OF BUTYL 5" RIGID INSULATION CAULK BOTH SIDES IN LINE 3" THICK MUD SLAB #4 BARS TO END OF POUR STOP (THREADED @ END) CONC. ELEV. 100'-0" (TYP) —6" COMPACTED GRANULAR FILL i (TYP.) 0 I Ln -- CONNECT EZ CONNECTION w/ TITAN HD ANCHOR INTO FTG. -- SEE WEBSITE "CONNECT EZ" 2" GROUT (TYP) T/GRADE BEAM \ l ° (3) #5 TOP & BTM, MIN. HORIZ SPLICE 2'-0" 2 .. CLR °d d 2'-6" SECTION 12 SCALE. '-0" F2.1 SECTION r9 SCALE: 4"=1 '-0" F2.1 3» 1'-14 2�„71» 134" CONCRETE TILT —UP 2 4'), 4 WALL PANEL (BEYOND) _ a NOTE.- POUR 6" FLOOR SLAB THRU WALL @ ALL OPENINGS 24" b v 24" ^ d° #4 DOWELS @ 48" OC (4'-0" LONG) 4 @ OPENING 14' TILT —UP CONCRETE WALL PANEL F 2" EXPANSION MATERIAL (TYP) F' FINISH PAVING EL 96'-0" " 4, ,: m cli d ,x a " d p a / gd d 9 p. d 2"CLR 2,-6" SECTION 13 SCALE: 4 "=1 '—D" 10'-0" CONC. POUR BACK 13's @ 18" 0. C. CONC. ELEV, 100'-0" (TYP) 6" COMPACTED GRANULAR FILL (TYP.) SEE ARCH. DWG. FOR INSULATION DETAILS (TYP), — CONNECT EZ CONNECTION w/ TITAN HO ANCHOR INTO FTG. —2" GROUT (TYP) T/GB = 95'-0" (3) #5 TOP & BOTTOM MIN HORIZ SPLICE 2'-0" o CV J m � Do U � 0 oa �Do� �0�� Uzcoa NN W W U� 0d�- zcpa uI>�Y ¢u oz UJo W O J z W W W Q 2 o Q—mm¢WW<zU)QW I- co Z J Q CC �W== JM 0LLJa= 0 GUwn z�ZU lw- 00 L m z UN Z LL m a w -i i w a- 0 0 Lo ao n�i o � 2 0 o U z2F2www.LQ�;,a OQUa Z�,��UYm _ W W Q�OW W QOVOz�� ww = Z21-�zH-� a0 = E-F- Qi-ZZ-wW u LW �W U�U�U�UIw- W W_ n fA ON�UQNUU�r�cl)U 0 U CD � z z U Q ®; W U�col z © DO �- 0 / o %�,o I C) ! J M Q U z z to 0 o 2 a Z z �O ° a ® O 0 I- CD CD Z M U z U) N o o0 U W J� "w, =� v W a ) o5v� f�L O z M Q a CD F- a cy) rj) pn 0 w W D �� e® 0 �- �s '— < U J O J � c/) CIO X z is � 9 No. 252'6 : 441 JOB NO: PA: DATE : 07.09.2015 REVISIONS Q T IDES-ANDTHESE ORAWWGSARETHEPROPERW OF DIVA ARCHITECTS, INC NO PART OF TH3 WORN MAY RE REPRODUCED OUT PRIOR WRRTEN PERT} ION FROM GMA ARCHITECTS. Y:G SHEET NUMBER CONC PAVING CONC FLOOR SLAB DRIVE THROUGH DOOR SLOPE 2" @DOOR S _, 1'„1!V? IA,/?"O„ d" QTllnc n 1O» L I LA I Ln4 VVI L n -r .�I WL. � � 2 " EXP MAT'L 24" 0. C. EMBED ANGLES 14 X 12" LG @ 18" 0. C. FOR LEVELER CONC PAVING T/SLAB = 100'-0" d d a ° d 94 BENT REBARS @ 48 0. C. ° d 24" q 24"F .• n a. 74" CONCRETE TILT —UP WALL PANEL a. Q. n ° 2" GROUT (TYP) T GRADE BEAM Ta 7..: , ELEV. 95'-0" y ° 4 , d d e d. a d e' A.. 4 ° (3) #5 TOP & BOTTOM 2» ° MIN HORIZ SPLICE 2'-0" CLR e' e A b 2, 6" I SECTION 14 SCALE: 4"=1 '-0" F2.1 HSS COL �, ll I Ililllllllllllll IIIIII I Illllh III II Illillllllllllllllllllllll 1111112+y�♦♦�♦♦♦♦�i�♦♦♦�♦�♦♦�� II, lulu: IIIIIIIIIIIIIIIII 111111►g.�,..!..�,.�*.�...�� ul��umouuuuumuu uuu I LE: 4"=1 '-0" F2.2 ♦ 12 6» 4 1" 74 2" EXP. MATERIAL ps @ 18" 0. C. 154" TILT—IIP WALL PANEL TOP OF 6" CONCRETE SLAB 11 Zi 2" CLR __j jU Q. r I I f ELEV. 100'-0" (TYP) ° d d ,4. d� I T GRADE BEAM EL 99'-0" d e' ° •d' � 5" INSULATION TO PASS UNDER PANEL d (NOT AT CONNECTION) o d . °d • 4 .. M e. 4 cd d 4 ° 'd d .d .•° d • d 4 2'-6" (3)N #5's TOP & BOTTOM MIN HORIZ SPLICE 2'-0" SECTION 21 SCALE: 3"=1 '-0" F2.1 3,4, * 2'-0" 3,4, #4's @ 16" 0. C. 3 SIDES (TYPICAL) T 14 REBAR @ 48" O.C. 0 t CN I MESH SFF PLAN — o #4 BENT REBARS X° d• X X �X- @ 12" O.C. (VERIFY) ° d 4v ei d 8 A b O ° 2 TYPICAL @ 3 SIDES (2) 14 REBAR it 74" TILT UP CONCRETE— wONTITON AN HD ANCHOR EZ T (INTO FTG. NO WALL PANEL FINISH PAVEMENT d' DOCK LEVELER PIT d o ° ° 2" GROUT (TYP) T GB,= 95'-0" w 4' d d. .. � :a a '•,'. 4 .d d d ° * NOTE: FIELD VERIFY ALL PIT DIMENSION WITH DOCK LEVELER MANUFACTURER # NOTE: REF TO ARCH DWGS FOR POUR DETAILS (3) #5 TOP & BOTTOM 2" d d MIN HORIZ SPLICE 2'-0" CLR° d 2'-6" SECTION 15 SCALE: 4 "=1 '-0" F2.2 AMBIENT —10 FREEZER AREA .I .I DIAMOND BOX OUT, POUR AFTER COLUMN IS SET I I I I HSS COLUMN 2" NON —SHRINK 6" INSULATED PANEL GROUT (TYP) I j 6" INSULATION BLOCK TOP OF CONCRETE SLAB 6" SLAB SEE PLAN ELEV 100'-0" (TYP) I FOR REINFORCING I I I I d ° d d I I O I d d d' ° d d ° ��♦♦��IIIII Illliiiilliliililiiillliiillllll �II.II►♦♦♦� ♦ ♦ ♦ ♦ ♦♦ • �`� •� �♦♦mu iuuuumuuuuuuuuuu miu♦♦b _ ♦♦♦ 0i y♦�♦ ♦ ♦ I I -- - 9-.r.s��r1 � IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 116u��6�i�i►oe.-i'+�-.►-der-a r� •� ,�A ,� �S in+L"thn' tom' g ..L."tZ R�•Ua.�....ufcvK�:T� � 1�a3`.iw�. e � R . e • • ['i a HSS COL TOP nF CnNC ELEV.=100'-0" BTM. OF BASE PL VARIF� 1Z Q SEE PLAN SECTION 19 SCALE: 4"=1 '-0" F2.2 4"x 163)x 1 '-4" �— (4) 40 ANCHORS I HEADED "I 12»(TYP) HSS 10x 10 BASE F 1 & F4 FTG. HSS COL TOP OF CONC ELEV,=100'—O" BTM. OF BASE PL VARIES co I III I HSS 10x 10 BASE F2&F3FTG. EMBED ANGLES FOR LEVELER o N W 3'-0" * 2'-0" 3'-0" J4's @ 16" 0. C. 3 SIDES (TYPICAL) .T--- i4 REBAR @ 48" 0. C. a� ® E e . J 2 TYPICAL @ 3 SIDES I' I MESH SEE PLAN o a d (2) 14 REBAR a d 14 BENT REBARS a °--x .e x x_ X @ 12" O.C. (VERIFY) d a 4' a d 134" TILT —UP (nP) WALL PANEL 4 •. ° 'e a° ° CONNECT EZ CONNECTION ° w/ TITAN HD ANCHOR INTO FTG. FINISH PAVEMENT e w _ DOCK LEVELER PIT d ' a. ° o v # NOTE FIELD VERIFY ALL PIT DIMENSION AA 2" GROUT (TYP) WITH DOCK LEVELER MANUFACTURER T GB. = 95'-0" *NOTE REF TO ARCH DWGS FOR ' ° . e. •._ POUR DETAILS 4 • a n .°e e• .ee 4 e . 'ee ed ° °. O e' a d ° e, e (2) #5 TOP & BOTTOM 2» A °' 4 - MIN HORIZ SPLICE 2' CLR CLR e a J 2-6" SECTION SECTION 16 SCALE: 3 21 COLUMN DIAMOND BOX OUT, POUR AFTER COLUMN IS SET TOP OF CONCRETE SLAB ELEV. 100'-0" (TYP) SECTION 17 HSS COLUMN 2" NON —SHRINK GROUT (TYP) TOP OF CONCRETE SLAB ELEV. 100'-0" (TYP) » F2.1 F2. ° e E. 4 °• a d'e. . A e :e e° O.' 444. A. A. 4 : ° 4 4 ° e CONNECT EZ CONNECTION e• 4 d• a ,e e .'n _ a • •. ° .. e 'o'. a de .• d 4 a ° .' . °••ed. 4. 4.�• .°' :a ° e. 4 v Q .•�a e ° G ° w/ TITAN HD ANCHOR INTO FTG. .. ° d n as ° °a. .�' e . I ° : e .. e I d . e. ..° . ° e ' * ;'e a .4 e ° I ° e I 'd:. d' d a°. oe . d e d d °' A. • d' ° a ° .4 SEE WEBSITE b •' ° n d ° 4 'd °.. e• ..e ° °. 4 e d ° .'e q • .° • ),CONNECT EZ" 4 a 4 e° e e• ° a e' e e I. e. 6° a. •. e a '• •° de d A. d_. .. .a °dae d e'• @. a ^..• .e,. �. ° I ° ° e• d° e a e. '.� e .. ° ° ° < a. - rI " ° 154" TILT —UP CONCRETE e e. a °° d e .: a o. . . d. ' h ° e • . d °4.'a s ° e 4 e� a. I a d WALL PANEL �. a ••4,'' ..9�> 3' "r,�:�: °•4y>Ai •'S; - --» 'W .%,7; � � - '.•: ���::aa;' ��vey�«.y. •,:=-. � r_.4,T. ;.:>�� ,A .•;.° - .:Ce+' ^a . „� a .l �. , e e 4 ' e . ° d • e e 5" INSULATION ° e e �. e: a.. a..° •r °' e ° e. 4 : • a ° e •a a ..d �. .° : d . ..e'.° °4 a '4 a e ° 4 .. a a .e ; 4 •°. . °4 a PASS THROUGH d e :e a a'' ; 4 .'a .e 4e a •° a. , ° 4 4 ° °: .e' �• P .. .° GROUT (TYP) a a.d as a O. e', 4 .°° a. e d •'O '4e _ ° 'e•O 4 a 2'-0" 2'-0" 2'—O„ i i 2'-0" 2'—Off @ CENTER OF PNL FOUNDATION (SEE PLAN) L SECTION 20 SCALE: 31, '-0» F2.2 14 x 16"x2'-5„ (6)-1 " O F1554 ANCHOR RODS, 18" EMBEDMENT "(TYP) 0 0 0 I CONCRETE TILT —UP PANEL GAP BET I KEEN PANEL 2'-0" & FOOTING STEP (MIN) ° 'd. °Af . d ° ° d d ° . d 4.... ° d TILT —UP d. d CONC. PANEL d d ve n v4 °d a O d' °' ° d ° °. d ° 4 . • °'d . 46 ° a d 4 a d ° A • . ° SEE SECTION FOR REIN d 4 / ° LAP BARS 2'— 0" MIN CID d ° O a a ° d 2" MIN. CLEAR z °d BTW CNR & REBAR W cn d 4 ° d 4 [° d. 4° 4 a\_J5 REBAR 4 ° d ° TYP. IN FOOTING 2„ 2,_O" (MIN) STEP IN FTG. - SCALE: 3"=1 '-0" F2.2 TILT —UP CONC. PANEL GAP BETWEEN PANEL & FOOTING STEP TYP. STEP IN FOOTING 2" GAP @ STEP IN FOOTING DETAIL - SCALE: ¢"=1 '-0" F2.2 0 o p N WIC) J Of J M V7 Q r CO CO 00 co 9 Upoa Fw�poE. �2 0� UZC°0 Nc� U� e0 0003 �Gra Cl wwUM 2d J co Wp�Y <MCH (=j-�0 !.� JJpWI=W Q'ZZ QJ m QF I-ZQtoz W I—�pmZ J W W Q 2 Q Uw==-�xl-ZOwa= W of O-5 Z U W O< Q— ?�ZU HUU uw:-m z 56 0 U U Z H m W w a 0 o � N O O N v Z v CO U M 6uv�rn OOU �in�UYcfl WW�WWQ=U�ZQ pW U' _HQ 0 Z aUJ X:5x¢�zz_j LLJ W� 2W V cn3�pp Zuf ZF-W o.•C/) Z ONcrnUUNUU�r-UU J U U) Z Z Q O; W z 0 E— ~ U p ,v Z J M Q U z a:° �o � O I- Q C:,U Z z ~oW O Z~`�Q Z co U z me I �r o o� F 0- P �m f- �J W J W "- Uo v_U of Q yT U " � � Zo o5o M Q a CD rn co ° O LL W I— Z W W zti U WC) Z Q0 ® ZQ U f1/ lO..l� c� Lo z cr 0 "_" cf) LZ •t• REVISIONS THIS DESIGN AND THESE ORAWHlGSARETHE PROPERTY OF GMA ARDHREOTS, INC. NO PARTOF THIS RK WOMAY SE REPRODU=WRHOUTPRIORWRR-MNPERMISSION FROM GMA ARCHITECT$ NC. SHEET NUMBER F202 CV I 0 N � 2 3 4 5 6 7 8 9 9.1 10 11 1: 57'-0" 55'-0" 55'-0" 55'-0" 55'-0" 55'-0" 55'-0" 60'-10" 1 '-8" 37'-0» 55'-0" 57'-2" :JJ — U 598 -82 � I PANEL LAYOUT PLAN 4L- N SCALE 1"=24'-0' I O CN ��I OCN .3 0 co N rn J M In wcmg m Qoo�-�oO� U Q Q W W WUr1 wW,� �cOa >—w <U- Ud� w O W g 0 w W Z_ O F- mmZ Jww<99unQw cnwxm-mwzowmm wwO ZOm8 �xmm ?�zU HUU LLroi5U Z O LU Z O m a U W D W w a 0 0 o LO 10 rn ti W a' N O � O Iwi--�OfD( aE� ..W J tMo Qmp� W Wpa-1._,mo W Z W �Ln Q�p 000 F-,��UU- rZ �n ��ZZ�* U=cgg1U v LwE2d W 3( t< � Z 0>'ZW zxrmzl- -,CL ��II11 a.W - x >w UQ�Qli�OU-WWW mAUUF V U) co ZZFW p CA L I5Nc5bbZ 0 Siz0(3 I— Q _U Z Z a O 'i U e%2 OD O o �o � U to J M Q U z =(moo o��a I'- a x:MOU z O rn w O °~�Q Z Z M U z °p' cl) a v F O—rnO M V J to f- U w �0 I— - 0��� U o oZi _ Z JED M Q a rn c~n a DC O w w z z w ti U W(0 Z Q Q O z� m ? U) LOZ U) w p O Z ®®'gblllf0►gl®' a r• 1 No. 25238 �A cry 7r JOB NO: PA: DATE : 07.09.2015 REVISIONS A THIS DESIGN AND THESE DRAWINGSARC THE PROPERTY OF WAA ARCHITECTS, INC NOPARTOFTHISW MAY BE REPROCHCED%%TFHOHTPRIORVJRRTENPERN13SICN FROM G.'dA ARCHITECTS, INC. SHEET NUMBER F3 ■ POCKET WIDTH \ IS If1 '-0" a 3RG. R 2 "x4"x 1 '-0" r/(3) 21 x4" STUDS PANEL SEE PANEL DWGS. OR REINFORCING POCKET FOR JOIST BRG�� SCALE: 1-1 /2"=1 '-0" THERMO-MA� COMPOSITE c ® 16" 0. C. 154" CONC. WALL PANEL 6x6 x W2.9 W2.9 MESH THERMO-MA. COMPOSITE 16" 0. C. 154" C0NC. WALL PANEL 6x6 x W2.9 W2.9 MESH 3" 4 JP1 FORM 2x8 REMAIN POCKET WIDTH IS 14" PANEL —� '42"x1'-0" �(3) 2"�x6" STUDS EE PANEL DWGS. OR REINFORCING POCKET FOR GIRDER BRG 6 SCALE: 1-1 /2"-1 '-0" 3" 1'-1a GP 1 KET WIDTH 1 ,-0" 2"x4x 2" x4" STUDS d, PANEL SEE PANEL DWGS. FOR REINFORCING POCKET FOR JOIST BRG 10 \- EMBED It 8 "x6"xO'-6" 1- 11 w/(2) 2" O x4" STUDS 74„ SEE PANEL DWGS. FOR REINFORCING TYP. PANEL EMBED 2 SCALE: 1-1 /2"-1'-0" EP 1 F3.2 0 a� <<7 SCALE: 1-1 /2"-1 ' —0" 7-1" 4 JP1 SEE PANEL DWGS. FOR REINFORCING L 4x4x3/16"x0'-6" LG t TYP. LEMBED PL 3/8"x6"x6" w/ (2) 1 /2" ?x4" STUDS CORNER PANEL EP3 14 SCALE: 1-1 /222 — 1 ' —0" F3.2 SEE PANEL DW( FOR REINFORCII `-ADD 2-14 BARS x 1 '-4" (HOLD BACK 1 /2" FROM PNL EDGE) 2 M2 IN TYP 2 MIN A" 71" /w SEE PANEL DWGS. FOR REINFORCING POCKET WIDTH IS 14" _ 0 PANEL �42 "x 1,-0f9 w/ �) 2" x6" STUDS I ,—Z» I 4» o I 12" ADD 2N #4 BARS x 1 '-4" (HOLD BACK 1 /2" FROM PNL EDGE) 2 MIN TYP 2 MIN POCKET FOR GIRDER BRG SCALE: 1-1 /2"=l'—O" GP 1 EMBED R 8"x6"x0'-8" W/(4) 2" 0 x4" STUDS tfof-n '-6" YPICAL 0 0 BOTH SIDES° ° Exx0'-6" - �-4 W/(4) 2" x4" STUDS 8"x5"x0'-5" E PANEL DWGS. R REINFORCING TYPICAL BUTT CORNER(T� SCALE: 1-1 /2"=1 '-0" E P 2 F3.2 ck� 1" CLEAR SEE PANEL DWGS. c-) FOR REINFORCING IN INTERIOR a a ' X --- rr EXTERIOR 3„ 3» - 4 174" CONC. TILT -UP 3" WALL PANEL TYPICAL RUST. J NT 1 1 SCALE: 1-1/2"=1'—O" F3.2 I� JOIST BRG @ SLIP JOINT 15 SCALE: 1-1 /2"=1'-0" E P 4 F3.2 THERMO-MASS FIBER COMPOSITE CONNECTOR ® 16" 0. C. CONC. TILT -UP WALL PANEL 4" CHAMFER CONTROL JOINT 6x6 x W2.9x W2.9 MESH 4" CHAMFER CONTROL JOINT I 6 6" 4 _MBED R 8» x6"x0'-8" v/(4) 2" x4" STUDS 0 0 0 0 SEE PANEL DWGS. FOR REINFORCING ° ° 0 0 fQ ✓� 8"x5"xO'-5" R 8"x5"x0'-5" TYPICAL 4» BOTH SIDES EMBED F� 8 "x6"x0'-8" w/(4) 2" x4" STUDS TYPICAL PANEL EMBED 4 SCALE: 1-1 /2"-1 ' -0" E P 2 F3.2 4" 1534" CONC. TILT —UP WALL PANEL a ^I a 74" CONC. TILT WALL PANEL • - • • d� 4" INT. METAL - INSUL. PANEL IMP JNT @ FREEZER 8 SCALE: 1-1 /2"-1 ' —O" F3.2 3" 4 2-21" 4» 7?" N 4 2- EP Is W/ 0xN14" x 0'-5" SEE PANEL DWGS. a FOR REINFORCING si CONC. TILT -UP WALL PANEL TYPICAL BUTT CORNER 12 SCALE: 1-1 /2"-1 '—O" �.2 12" CLEAR i n iTrn in n EXTERIOR SEE PANEL DWGS. FOR REINFORCING SEE PANEL DWGS. FOR REINFORCING - 6 L 3" 4 TYPICAL RUST. AT 16 SCALE: 1-1 /2"-1 '-0" F3.2 74"" EDGE TYP @ MANDOORS & WINDOWS SCALE: 1-1 /2"=1 '—O" 4" INT. METAL INSUL. PANEL 711 i SEE PANEL DWGS. FOR REINFORCING 3" 4 a <1 FACE OF EXTERIOR CONCRETE PANEL 99V" GROOVE 5 SCALE: 1-1 /2"-1 '-0" F3.2 3" -1c3" nnnin T11 T 1 In IMP JOINT � SCALE: 1-1 /2"=1 '—O" \\,F3.2 SEE PANEL DWGS. 2'—GP4-.9 FOR REINFORCING POCKET WIDTH IS 2'-0 3/4" h R 2„x4»x0,-10„ J 4 r� 4- BRG It 2 "x4 "x I'- 0" f6 W/(3) 2„ x4" STUDS n 4" PANEL 4" BRG 1� 2 „x4„x 1,-0', W/(3) 2" x4" STUDS JOIST BRG @ PANEL END 3 SCALE: 1-1 /2"=1'-0" J P2 0 o p > J M Lo g ti a cn 'T l U p o n Co m Q ¢ W ¢ Z - oc U— a N� >U� U W -4 =co Q LLq Z U J 8 WUw zWLUW Qom® FWj_mQ�'L�zWOz �Lu mmz,WWQ��¢ �LljOf ZUcn 2w�� ?�®U H�UU iimCaJU uj 0 U z 0 W 0 CD n n - �� �� N z O m ° I- m - O W 2 � z r`� W�� QUA O O U a Z J U W m 6 u ppwC92' �Qz<� z �W zjT Z: �ZI¢- JL w°��3.. z0<Dr> caw�wu,U)5z(D-vI- cn�Z)mZl,zI_Wo .ui ONCO ONUci �w6 C� z U Q O r U� Z e%2 a L� O 00 N N J ; Ch Q Z m U% O o 61 og�¢ _J � : o z0 �- a = U z w o (° ® O O ~ Q Z z c+9 � O — U z � U) o� �o M h- w W _V� 4 ono I� �¢ u �_� oO Z _I (h c:j Q O) fA 0 U_ C? u 1 _ �q O �r >� =0 ....., cn C= Z L 0 co w D Lu ® O CIO Z._j 6tv V Lam.' 1 Y � Y 9 4 / • Y o 7 9�0� •Opd�en Iss�e�o r°� V` o JOB NO: PA: ®A 1 E: 0 e .09.2015 REViMNIS THIS DESI-AND THESE I-0,11OS ARE THE PROPERTY (.!M ARCHITECTS, INC. NOPARTOF THIS WORRlMY RE REPRODUCED%WHCUTPRIORWR=NPEMSSIDN TRW Gt1A ARCHRECTS, LNC SHEET NUMBER F3% 0 CONT. L3x3xi6 �— 12" BLOCKING THERMO_ A T/TILT PANEL ELEV. COMPOSITE SEE PLAN =NN ® 16" 0. C. XX 14's ® 12" d 14's @ 12" E. W. IN E.W. IN THICKENED AREA • '�,N THICKENED THERMO—MASS FIBER COMPOSITE CONNECTOR ° ® 16" O.C. a a 6x6 x W2.9 ° MESH BRG PL 2"x4"x8"W/ a (2) 2"?x4" STUDS ° Q � 5" 3„ a RI a SEE PANEL DWGS. FOR ° REINFORCIN( CONC. TILT -UP _ JOIST (TYP.) WALL PANEL SEE THERMO) SEE PANEL DWGS. FOR DWGS. FOR L a REINFORCING OF THICKENE OUTER AREA 6x6 x W2.9x SEE THERMOMASS DWGS. W2.9 MESH FOR LENGTH OF THICKENED 31f 174 OR 15, OUTER AREA TILT -UP WA) 2» 6„ 741- 1,- 4 �» POCKET FOR JOIST BRG SCALE: 1-1 /2"=1 '-0" INTERIOR .'1 ,f z 2f, JP2 SEE PANEL DWGS. 2" 32-1 FOR REINFORCING T T A —� <7 SEE PANEL DRAWINGS _IN EXTERIOR ° JAMB @ INSUL. DOOR SCALE: N.T.S. 154" CC WALL P, I CNN TILT —UP SEE PANEL DWGS. FOR REINFORCING BASE @ O.H. DOOR OPENING SCALE: N.T.S. 4 T/TILT PANEL ELEV. SEE PLAN z2 6„ �4.. OR 4" 1,_1 OR 1 '— *" DIMENSIONS FOR REFERENCE & ORIENTATION POCKET FOR GIRDER BRG SCALE: 1-1 /2"-1'-0" G P2 SEE PANEL DWGS FOR REINFORCING ADD 2—#5's INTO SOLID CONC. w/ JJ TIES ® 16" 0. C. HEAD @ O.H. DOOR OPENING 23 SCALE: N.T.S. FOR REINFORCING 8 HEAD @ DOOR OPENING SCALE: N.T.S. INTERIOR " CONC. TILT —UP ALL PANEL CHAMFER E.A. ICE SEE PANEL DWGS. FOR REINFORCING a a a • v • a <1 • � • a SEE PANEL DRAWINGS ° ° Q ° EXTERIOR LADD 4" 2,15's INTO SOLID CONC. 12" w/ J3 TIES ® 16" O.C. z JAMB @ INSUL. O.H. DOOR 24 SCALE: N.T.S. I F3.3 i o ri U N w U ti m > J T1., L cn (o Upon ttoo �w�pOpOa DEN LLuWU��t0 wp�y ¢Lloz U_I® wowgZwdwzQz© W J m ¢ F- LL F- W C7 z F-mmz JW W¢�WQU a)W -z = J_ Z w�1 O zC)U)<2 W :>:� zti®U N�UU LT_rno z J U U h � m a U w A � LL Lo o of d 6 o CO C 11' Cl N c_ uj J X o 7, U M Lij Z O H W� W � OOUQ-ZI-,��Uw"a Naowzzg=o��U (D LLLuD 0JWQODUz Z °� °�z=�z��c — LLJ a�� zLL--z3ozzoQ<ozu �W�'Wzfn�CCiJLI.UI- Wc!Mm ONzF-W c:) U) 0NCO UNUU�I�u±U D J Q � U z U 0> w U c o Lo r a ® o to J M Q o � o J °moo Q = M Z z �o°'10 of Q ® o o; Zo Z M z w v¢i a LO c, o� - o u _�F_ w J 2 M W LLJ ~ o O O p co L z� c+, Qa rn C4 a O LL w LLJ z w Lau D Z U LL](o Q® _ zC) --� 0 wo C= L U) m Z ®® �urr. NA e f X, O s I , e y p e �W r JOB NO: PA: DATE: 07.09.20 1 5 REVOONS A I TH1SDES16NANDIHESE DRAWINGS ARE THE PROPERTY O: WAAARCHITECTS.INC NO PART OF I ISWOR?MY BE Ily. REPRODUCED Wf WTPRnRVlRRTCNPERWl-lON FROM VAA ARCHITECTS. NC. SHEET NUMBER F3m3 DESIGN LOADS GOVERNING CODE - INTERNATIONAL BUILDING CODE, 2003 (W/ CONN. ADMENDMENTS) 1. ROOF LOAD DEAD LOAD = 12 PSF (14 PSF FREEZER) LIVE LOAD = 30 PSF (SNOW CONTROLS) 42 PSF (44 PSF FREEZER) 2. SNOW LOADS - Pg = 30 psf (ground snow) - Importance Factor, Is=1.0 - Exposure Factor, Ce = 1.0 (EXP. C) - Thermal Factor, Ct = 1.0 - Pf = 30 psf (Snow Minimum) 3. WIND LOADS (Low Rise Alternative Method) - Basic Wind Speed = 100 mph - Importance Factor, Iw=1.0 - Occupancy Category 11 - Wind Exposure C - Internal Pressure Coefficient = 0.18 - Comp & Cladding Wind Pressure per ASCE 7-02 4. EARTHQUAKE LOADS - Seismic Importance Factor, le = 1.0 - Occupancy Category II - Ss = 0.237 S 1 = 0.064 - Site Class D - Sds = 0.252 Sd 1 = 0.103 - Seismic Design Category B - Steel Systems Not Specifically Detailed - Seismic Response Coefficient, Cs = 0.080 - Response Modification Factor, R = 3.0 - Analysis by ELFP GENERAL S T RUCC✓ ll tURAE NOTES USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH JOB SPECIFICATIONS, AND OTHER DRAWINGS. SECTIONS AND DETAILS SHOWN SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND TAKE ALL NECESSARY FIELD MEASUREMENTS. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE BUILDING DURING CONSTRUCTION. SAFETY IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND WILL NOT BE LIMITED TO NORMAL WORKING HOURS. IF ENGINEER PROVIDES CONSTRUCTION REVIEW SERVICES, SUCH SERVICES SHALL NOT INCLUDE REVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. REFERENCES 1. THE INTERNATIONAL BUILDING CODE, 2009. 2. STRUCTURAL WELDING CODE ANSI/AWS 01.4 PER AMERICAN WELDING SOCIETY. 3. AMERICAN CONCRETE INSTITURE (ACI), LATEST EDITION. A. 117 - STANDARD SPECS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS. B. 301 - SPECS FOR STRUCTURAL CONCRETE FOR BUILDINGS. C. 305 - HOT WEATHER CONCRETING. D. 306 - COLD WEATHER CONCRETING. E. 315 - MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES. 4. CONCRETE REINFORCING STEEL INSTITUTE - MANUAL OF STANDARD PRACTICE AND SPECIFICATIONS FOR PLACING REINFORCEMENT. ME J1 AE 0 I C K 1. DESIGN , FABRICATION AND ERECTION OF METAL DECK SHALL CONFORM TO THE STEEL DECK INSTITUTE "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS." 2. U.N.O., METAL ROOF DECK SHALL BE 22 GAGE, WIDE RIB, WITH 12"' NOMINAL CORRUGATION DEPTH. THE MINIMUM YIELD STRESS SHALL BE 33 KSI. 3. ALL DECK SHALL BE PRIMED GREY WITH WHITE BOTTOM & GALVANIZED 4. SEE THE STRUCTURAL STEEL DRAWINGS FOR DECK ATTACHMENT DETAILS AND SCHEDULE. 5. THE ROOF DECK MAY HAVE OPENINGS 6" SQUARE WITHOUT REINFORCEMENT, CONSULT THE STRUCTURAL ENGINEER FOR ANY LARGER OPENING. 6. THE ROOF DECK IS ASSUMED TO SPAN THREE CONTINUOUS SPANS. ANY OTHER SPANS THE DESIGNER SHOULD CONSULT THE MANUFACTURER FOR ALLOWABLE DESIGN LOADS. STRUCTURAL STEEL EEL 1. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 2. STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST -INHIBITIVE GREY PAINT. 3. THE STEEL USED SHALL HAVE THE FOLLOWING MINIMUM YIELD STRESS: STRUCTURAL MISC. STEEL SHAPES, BARS & PLATES, ASTM-A36, - 36 KSI, U.N.O. STRUCTURAL PIPE COLUMNS, ASTM A-992 - 35 KSI STRUCTURAL TUBE COLUMNS, ASTM A-500, GRADE B - 46 KSI STRUCTURAL WIDE FLANGE SHAPES, ASTM-A572, A-992 - 50 KSI, U.N.O. 4. USE 4 " DIAM. A-325 BOLTS FOR ALL STEEL TO STEEL CONNECTIONS U.N.O. USE E-70XX ELECTRODES FOR ALL SHOP AND FIELD WELDING. ALL WELDERS TO BE CERTIFIED PER AWS D 1.1. 5. THE STEEL FABRICATOR SHALL DESIGN ALL STEEL TO STEEL CONNECTIONS NOT SHOWN ON THE DRAWINGS. 6. ALL CONTRACTORS SHALL SUBMIT TO THE STRUCTURAL ENGINEER A COPY OF THE STEEL ERECTION DRAWINGS AND SHOP FABRICATION DRAWINGS PRIOR TO FABRICATION. 7. FOR MISCELLANEOUS STEEL NOT SHOWN ON THESE DRAWINGS, SEE ARCHITECTURAL AND OTHER ENGINEERING DRAWINGS. 8. ANCHOR RODS TO BE GRADE ASTM F1554(A36), UNLESS NOTED OTHERWISE. 9. FIELD BOLTED CONNECTIONS TO BE TIGHTENED BY ONE OF FOLLOWING METHODS: A. TURN OF THE NUT METHOD (RISC) B. CALIBRATED WRENCH METHOD C. LOAD INDICATOR WASHERS D. LOAD INDICATOR BOLTS 10. GROUT USED IN GROUT BEDS UNDER COLUMN BASE PLATES SHALL BE CEMENT BASED, NON -SHRINK GROUT THE GROUT SHALL EXHIBIT NO SHRINKAGE IN ACCORDANCE WITH ASTM C827, "TEST METHOD FOR EARLY VOLUME CHANGE OF CEMENTITIOUS MIXTURES" AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C-109, "TEST METHOD FOR COMPRESSIVE STRENGTH OF HYDRAULIC CEMENT MORTARS." 11. PROVIDE BITUMINOUS PROTECTION FOR STEEL EXPOSED BELOW GRADE & NOT OTHERWISE ADEQUATELY PROTECTED BY CONCRETEF EnICASFMFAIT 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301-08, "SPECIFICATIONS FOR BUILDINGS", EXCEPT AS NOTED BELOW. REFER TO CHAPTER 16 OF ACI 301 FOR REPORTS FROM TESTS THAT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER, ARCHITECT, OWNER, ANY APPLICABLE CONTRACTORS, CONCRETE SUPPLIER, AND BUILDING OFFICIAL. 2. CONCRETE WORK IN COLD WEATHER SHALL CONFORM TO ALL REQUIREMENTS OF ACI 306.1-90 "STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING" AND ACI 306R-88 "COLD WEATHER CONCRETING". 3. CONCRETE WORK IN HOT WEATHER SHALL CONFORM TO ALL REQUIREMENTS OF ACI 305R-91 "HOT WEATHER CONCRETING". THE AIR TEMPERATURE, RELATIVE HUMIDITY, CONCRETE TEMPERATURE, AND WIND VELOCITY SHALL BE ENTERED INTO NOMOGRAPH FIG. 2.1.5 TO DETERMINE IF PRECAUTIONS AGAINST PLASTIC SHRINKAGE ARE REQUIRED. 4. REBAR FABRICATION, PLACEMENT, SPLICING, ETC. SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 318, THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI) HANDBOOK AND ANY OTHER APPLICABLE PUBLICATIONS. 5. A SLUMP TEST SHALL BE PERFORMED BEFORE ANY HRWR IS ADDED. 6. CONCRETE MATERIAL SPECIFICATION: (f'c BASED ON 28 DAYS U.N.O.) -INTERIOR SLABS, f'c = 4000 PSI (28 DAYS), 1800 PSI AT 3 DAYS, NORMAL AGGREGATE, MIN CEMENT CONTENT PER ACI 301-89 TABLE 3.14.2(b), HRWR ADMIXTURE REQ'D., MAX WATER/CEMENT RATIO = 0.48 -FOUNDATION, f'c = 3000 PSI (28 DAYS), #57 COARSE AGGREGATE. MIN. CEMENT = 450 LB/CY, MAX WATER/CEMENT RATIO=0.58. 0-2% ENTRAINED AIR. -EXTERIOR SLABS, SIDEWALKS, ETC.: f'c = 4000 PSI, (4% - 6% ENTRAINED AIR), MIN PORTLAND CEMENT = 520 LB/CY, MAX WATER/CEMENT RATIO = 0.45. -ALL PUMPED CONCRETE REQUIRES HRWR. HRWR TO BE ADDED AT JOB SITE ONLY. -GROUT, Pc = 2000 PSI ® 28 DAYS. SLUMP 8" TO 11." CONFORM TO ASTM C476. 7. UNLESS OTHERWISE NOTED, REINFORCEMENT BARS TO HAVE MINIMUM CONCRETE COVER AS SHOWN BELOW: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BARS AND SMALLER 12' INCHES OTHER 2 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER: BEAM AND COLUMN BARS INCLUDING TIES, 12' INCHES STIRRUPS AND SPIRALS SLABS, WALLS, AND JOISTS: #11 BARS AND SMALLERS 4 INCH OTHERS 12' INCHES 8. ALL EXPOSED EDGES ARE TO BE CHAMFERED 4 INCH, U.N.O. 9. LAP SPLICE LENGTHS TO BE OF CLASS "B" PER ACI. 10. CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A615 OR A616, GRADE 60. 11. DO NOT CAST CONCRETE AGAINST WATER OR FROZEN WATER. OP E N V1 EB S E �E L ORS l S ROOF MEMBERS 1. DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS SHALL CONFORM WITH THE LATEST EDITION OF THE STEEL JOIST INSTITUTE SPECIFICATIONS. 2. WELD EACH "K" JOIST TO BEAM, JOIST GIRDER OR WELD PLATE WITH A FILLET WELD ANGLE FRAMES EACH SIDE OF JOIST. WELD LENGTH SHALL BE A MINIMUM OF I" FOR "K" SERIES - - AND 2" FOR "LH" SERIES, UNO. 3. USE BRIDGING AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE STEEL �° OPENING JOIST INSTITUTE. CONTINUE ALL BRIDGING TO ROLLED STEEL SHAPES AND/OR WALLS WHICH ARE PARALLEL TO THE JOISTS AND ANCHOR IN ACCORDANCE WITH STEEL JOIST INSTITUTE SPECIFICATIONS. I 01 AA1 I 4. ALL BRIDGING SHALL BE SECURED TO TOP AND BOTTOM OF ALL JOISTS AND BEAMS ' AND SHALL BE IN ACCORDANCE WITH STEEL JOIST INSTITUTE SPECIFICATIONS. FOR APPROX. LOCATION SEE ROOF FRAMING PLAN 5. JOISTS SHALL BEAR 2-1/2" MINIMUM ON STEEL, TRUSS GIRDERS 4" ON STEEL. 6. JOIST GIRDER BOTTOM CHORD BRACES MAY BE REQUIRED TO LIMIT THE BOTTOM I '6 FOR APPROX. CHORD 1/r RATIO TO 240. ADDITIONAL BRACES MAY BE REQUIRED TO TRANSMIT WELD TO OPENING WIDTH x LENGTH COMPRESSIONAL FORCES DUE TO PRESSURES. JOIST SUPPLIER SHALL INDICATE STRUCTURAL 4 REFER TO ROOF FRAMING PLAN THE NUMBER OF BRACES REQUIRED BY DESIGN ON THE APPROVAL DRAWINGS. SUPPORT BOTTOM CHORD BRACES MAY BE EITHER WELDED OR BOLTED TO THE GIRDER, BUT ARE ALWAYS WELDED TO THE JOIST 1k14 i 7. ALL JOISTS SHALL RECEIVE A SHOP -COAT OF HIGH QUALITY RUST INHIBITIVE COPE VERT. LEG GREY PRIMER, U.N.O. „ 1 L3x3x4 FRAME 8. UNDER NO CIRCUMSTANCES SHALL ANY PERSONNEL ATTEMPT TO WALK ON UNBRIDGED ROOF JOIST OR MAX. 4 SIDES JOISTS. AS SOON AS THE JOISTS ARE ERECTED, ALL BRIDGING SHALL BE BEAM - SEE COMPLETELY INSTALLED AND ANCHORED, THEN THE JOISTS PERMANENTLY FASTENED FRAMING PLAN INTO PLACE. UNTIL THIS IS DONE, NO CONSTRUCTION LOADS SHALL BE APPLIED TO THE JOISTS. NOTE. • IF LOAD FROM UNIT IS MORE THAN 2000# SEE ENGINEER FOR SIZE OF SUPPORTING ANGLE E H FORCC E D C ONCC✓1�Z E TJE MASONRY 1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", LATEST EDITION OF ACI 530, ASCE 5, TMS 402. 2. ALL CONCRETE MASONRY UNITS (CMU) FOR LOAD -BEARING WALLS SHALL COMPLY WITH ASTM C-90, "SPECIFICATION FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS". TYPE M OR S MORTAR SHALL BE USED. 3. ALL LOAD -BEARING BLOCK MASONRY SHALL HAVE A PRISM STRENGTH OF 1800 PSI MINIMUM. CONCRETE OR GROUT USED TO FILL CELLS SHALL BE 3000 PSI, MINIMUM. 4. ALL VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 DIAMETERS OF THE BAR OR 10 FEET. 5. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE POURED IN LIFTS OF 8 FEET MAXIMUM IN HEIGHT. ALL GROUT SHALL BE CONSOLIDATED AT THE TIME OF POURING BY PUDDLING OR VIBRATION AND THEN RECONSOLIDATED AGAIN BY PUDDLING LATER BEFORE PLASTICITY IS LOST. 6. USE 9 GAGE LADDER HORIZONTAL JOINT REINFORCEMENT AT 16 INCHES ON CENTER. 7. MORTAR PROPORTIONS MUST BE ACCURATELY MEASURED PRIOR TO MIXING, ADD CEMENT TO MIX IN FULL BAG QUANTITIES. MEASURE SAND WITH VOLUME OF ONE CUBIC FOOT AS OFTEN AS NECESSARY TO MAINTAIN CONSISTENT PROPORTIONS AND AT LEAST ONCE DAILY AND EVERY 4 HOURS OF MIXING. 8. PROVIDE PREFABRICATED "L" AND "T" SHAPED HORIZONTAL JOINT REINFORCEMENT AT WALL INTERSECTIONS. 9. UNO, RUNNING BOND PATTERN SHALL BE USED FOR ALL MASONRY. 10. PROVIDE REINFORCING BAR SPLICES AS SPECIFIED BELOW. BAR SPLICE COUPLERS MAY BE USED IN LIEU OF SPLICING. � = 484 = 24" MIN �8 " MIN #6 = 36" MIN 7=42"MIN MIN #9=54"MIN 11. ALL LOAD BEARING WALLS SHALL HAVE SPECIAL INSPECTION AS NOTED. EMBED I FACE Of F- PANEL JOINT (,UIV(,. PHIVLL " " "" r SPLICE MUST OCCUR IBED PLATE LJX3 PERIMETER ANGLE TYP• PERIME TER 1\\TGLE SPLICE ILIICC✓E DETAIL SCALE: 12 '=1 '-0" 36/4-5 EDGE-\ FRAMED MED ROOF OPENING DETAIL NET WIND UPLIFT UNFACTORED PER ASCE 7-05 T 36/7-4 CORNER 36/4-5 EDGE N 36/4-3 CENTER ist DECK WELD PATTERN __0 CD w En M U ti m M J M � UCn aQW Q0 C9 O U z U0¢OOE� W U J j 2 W W W 2 Q W =J m Q W~ Z W U' I-W==_j <0Wei �r1E-O ZU1W_ �� � W h�-5 Z W CD Q- z 0 U LU Z to U W D W LLIC LL 0 ® IL, 0 v�u �o U 0O 0 N o N UO fh � � �_I co x CEO ~ Cn J M < m o� W W®. W m o c° ®�Ud ZW'�JUW CO �aw�Zz�WOgov LLp��W¢ODUZ�� o ❑W o�-'rQ-�� ° Of - z> Q?fw UW �W Uv�U�ULU� W�Om OcLa�Zl-W EI-U 0NCOU 0N06 t-CnU J U CIO _ U Q 0 L' M R C/2 z ei �_ rl- o 00 1.0 U Q Li W o �o p F � rn U A J_ M Q Z = C Z Co- U �o �°�!� �C 00 0 10 C)o Z �- V: C:) 0 z rn N o o� ¢� '.6 0. 7 E W M F_ o �o U �-¢ d U N CA N L) o o Of Z -, M < In i I 0 W w Mo �0 o �0 Co 0z (y) W 00 Z BAY 'F coNNF���s F N r C Q 5 ! r4 •}3 ©�0 tio.252,36 °© =a, o < JOB NO: PA DATE: 07.09.2015 11 REVISIONS 0 THISD 11-ANOTHESEORAYlNOSARETHEPRCPERTY C- WAARCHTT CTS,INC NOPARTOFTHISWORNNAY BE REPRODUCED%'P H UTPRnRWRITTENPERPhZSICIN FRCNI WA ARCHITECTS, NC SHEET NUMBER Soso DRAWING NOTES O1 74' CONC. TILT -UP PANEL O2 13a3." INSULATED CONC. TILT -UP PANEL Q 1543." INSULATED CONC. TILT -UP PANEL ® CONT L3x3x,s WELDED TO EMBED R IN WALL. O CONT L3x3xjs FIELD WELDED TO STEEL JOISTS. © 12 "x 22 GAGE TYPE "B" WIDE -RIB METAL ROOF DECK. GALVANIZED. (36/4-3 DWP) O7 HORIZONTAL BRIDGING PER SJI SPECIFICATIONS. ®HORIZONTAL UPLIFT BRIDGING PLACED AT FIRST PANEL POINT OF BOTTOM CHORD ONLY EACH END. 0 FOR ALL GIRDERS: GIRDER LOADING DOES NOT INCLUDE SELF WEIGHT OCLEAR HEIGHT UNDER GIRDERS, USE MOST ECONOMICAL 10 DEPTH THAT DOES NOT EXCEED 30'-O" CLEAR HEIGHT 11 10 KIP AXIAL LOAD APPLIED TO TOP CHORD OF JOIST 12 HSS8x8x8j BRACES TO COLUMN BASE 13 SEE SECT. 13/S2.1 14 T/J = 32'-8" @ SCUPPER 15 T/J = 33'-102" @ HIGH POINT ROOF FRAMING PLAN N SCALE: 1/16" = 1'-0" C 1=HSS 1 Ox 10x4 C2=HSS 1 Ox 10x6 N� Lo 0 I d" 0 I d- Tj T/J T/J = 3E -L _T/J 57'-0" 55'-0" 55'-0" 55'-0" 55'-0" 598'-82" 55'-0" n rni IA ClnA/nrC' I n r1')1 I A I C I-JA/�rC• 1 n r/ll IA CnA/'%CC 1 n r1111A1 CD AnC-C` I n C/ll [Al CDAPE'O 1 n C/111A1 CDAn= 9 EQUAL SPACES I 9 EQUAL SPACES I 9 EQUAL SPACES I 9 EQUAL SPACES I 9 EQUAL SPACES I 9 EQUAL SPACES 598'-82" O (p N p W Lo J m 0 t`- m CD J M Lo Q ti tM Lu Lu c" ' 1 N Upo� Fw-Qocc+o C? a a M 0 O O Q O d p N N N �wUW co J =�rL F-Lu LUmg <F—LL �Z (nW22�wwZ�Wa= W��o200o2wr-2 znz ILU UULi:M0 z 0 F- U Z H � m a W � W w a 0 o � 03, aN o Vn U c9 Q' °N O Z C7 08 W JXc~on6� Tn > Amoco w�tt,jotl�mom W Z F- WW Win 5 2 000 KF- -':M rZ U)atrwZZ�=0g°� V twiec�-'wQOUcnZQ� Z �ppw0={-Z¢wW rW EL F-Z>-aZ�W V tnw�m ZW .Z�WOUIw- Wo °NZ~-M1-� Z 0Ncn()UNUUtnco6 JQJ U ? z Z _ O W U0 � z e% o 00 tii o r LL Q m 2 O & U) J M Q U z =� o OU 0O 2 Q Ir S o o H Q =::)M� Z z � 0 eD O o ° F_ Zo Z M U Q m�a z Qrn Oto C) UW "' W = LL � LuLiY0 = F- - o �-tea oa v 6,L Z -j M C rn a .v l LL O LL W Lu Lu z ti CU w q Z QC) Q _ - H CC. >� m �O L0 z U) -- * F- :t p O W Z i U) oOQ0i9i4itl� o��° �QNN Asa J P' No. 2 J236 w� a JOB NO: PA : DATE : 07.09.2015 REVISIONS Q THISDESIGNCTTHESEORAWINGS ARE TREK MY CF GYAARCHREW MC NRIO RTOf THIS ER ANY F REPROC HiTLCTOHOUT PRIOR WRITTEN PERMISSION FROM GV.A ARCHITLCTS, ViC. SHEET NUMBER ■ T/TILT PANEL 741 ELEV. SEE PLAN X4" LAG SCREWS d 18" O.C. INT. 12" 0. C. CNR.,�_�TFr ,r L 3x3xi36 WELDED TO EMBED 1� ROOF INSULATION (SEE ARCH.) 12 "x22 GA. GALVV, METAL ROOF DECK (TYP) %i,%i4i�t ADD 2N #4 BARS v BAG f� 11'x42 "x 12" 5 w/ (3)N 2 x6 Al?' him cnnl cTi inc, `f IVLLJVIV JIUUJ 'r STEEL JOIST (TYP.) d a e4 74' CONC. TILT —UP 16 TYP WALL PANEL 4.1" c. I 4"x6"x6" STAB PLATE WELDED TRUSS GIRDER TO EMBED PLATE IN WALL (DO NOT WELD TO GIRDER) T/TILT PANEL SEE PLAN Neu 133" OR 154" INSUL. TILT —UP WALL PANEL SECTwI vl �� SCALE. 4"=1 '-0" S2.1 TYP ROOF INSULATION (SEE ARCH.) 12 "x22 GA. GALV. METAL ROOF DECK SECTION 5 SCALE: 3"=1 '-0" S2.1 TRUSS GIRDER SECTION r9 SCALE: 3"=1 '-0" S2.1 T/TILT PANEL ELEV. SEE PLAN �. — 1 " O X4" LAG SCREWS 18" D. C. INT. .CNN 12" 0. C. CNR. 4 f1; BRG PLATE 2 "x42 'x 10" WIT a (2) 2" DIA. x 4" LG STUDS d as 74" CONC. TILT —UP WALL PANEL _ a d d a. . SECTION SCALE: 4"=1 '—O" S2.1 T/TILT PANEL ELEV. SEE PLAN 134" OR 154" INSUL. TILT —UP WALL PANEL TAPERED INSULATION 3" THICK POLYISOCYANURATE ROOF INSULATION WAREHOUSE EXPANSION JOINT 6" THICK INSULATED METAL PANEL STEEL JOIST 3 TYP ►16 v ROOF INSULAII1UN (SEE ARCH.) 1s r 12"x22 GA. GALV. METAL nnnlr i �„ �� 3 I ROOF DECK (TYP) vvlvl. �.�n.�nip � JST MANF. TO DESIGN FOR "ROLLOVER" OF 1350 LBS. DUE TO EARTHQUAKE FORCES �" O X4" LAG SCREWS 18" 0. C. INT. 12" 0. C. CNR. ad a 1» 74 CONC. TILT —UP d WALL PANEL TYP r / 8 ROOF INSULATION 1s TYP (SEE ARCH.) /— CONT L3x3xl6 WELD �— 12"x22 GA. GALV. METAL 1 u EwtoLu ru1l L nuur ULUA (►1 r/ d d a a L22x22x1s EXP. ANCHOR TO TILT WALL as •d . a SJ1 STD. HORIZONTAL d BRIDGING (TYPICAL) 0 STEEL JOIST (TYPICAL) HORIZONTAL BRIDGING TO BE FURNISH IN 20'-0" LENGHTS. CUT TO SUIT IN FIELD, MAXIMUM LAP a . TO BE 2". ALL DROPS MUST BE USED. ,07 5„ 66» OL HOLD I (TYPICAL HORIZONTAL BRIDGING) SECTION 6 SCALE. 4"=1 '-0" S2.1 6" THICK POLYISOCYANURATE ROOF INSULATION 12 "x22 GA. GALV. METAL ROOF DECK (TYP) FREEZER 1s" v 3-12 CONT L7x3x4 �J L (LLH) LEG UP STEEL JOIST (REFER TO ARCH DWGS. FOR VAPOR BARRIER INFO) SECTION 10 SCALE. 4"=1 '—O" S2.1 CONT L3,x3xls WELD TO EMBED PLATE 16 T YP L22x22x16 EXP. ANCHOR TO TILT WALL Rnnp, 1n1C1 /1 dTinAi 1,W.,1 11TWW JTI1WIT (SEE ARCH.) 12 "x22 GA. GALV. METAL ROOF DECK (TYP) SJI STD. HORIZONTAL BRIDGING (TYPICAL) — STEEL JOIST (TYPICAL) SECTION 4"=1 ' —0" SCALE. S2.1 CAP PLATE 4 "x 102 "x 12 "x22 GA. GALV. ROOF DECK (TYP) ROOF INSULATION (SEE ARCH.) STEEL JOIST TRUSS GIRDER STAB I� 2 "x6"xO'— 6" DO NOT WELD 1» 4 4" (2) 4" BOLTS i r(2) 4"0 BOLTS HSS COLUMN SECTION 7 SCALE: 4"=1 '-0" S2.1 TYP „ 1s 6" THICK POLYISOCYANURATE 6" 5" EXPANSION ROOF INSULATION (HOLD OLD JOINT TAPERED INSULATION 12"x22 GA. GALV. METAL i ROOF DECK (TYP) 4" THICK POLYISOCYANURATE ROOF INSULATION ZOE : d FREEZER COOLER � 3 CONT L3x3x1s i 6" THICK INSULATED METAL PANEL STEEL JOIST (TYP) IL JI TRUSS GIRDER TRUSS GIRDER (REFER TO ARCH DWGS. FOR VAPOR BARRIER INFO) SECTION 11 SCALE. 4"=1 '-0" S2.1 T/TILT PANEL ELL V SEE PLAIV a ADD 2— #4 BARS d B' 12' 133" OR 154" INSUL. TILT —UP WALL PANEL TRUSS GIRDER , 16" V 6" THICK POLYISOCYANURATE ROOF INSULATION 12 "x22 GA. GALV. METAL ROOF DECK (TYP) mum= IL I FREEZER,N CONT LJXJx16 W18x40 STEEL JOIST (TYP) L2x2x4 WELDED TO EMBED R ROOF INSULATION (SEE ARCH.) 12 "x22 GA. GALV. METAL ROOF DECK (TYP) \ BRG R 1 "x42 "x 12" W/ (3)— 2" � x6" A Irl el/lA1 (•DTI1nI— IVLLJUIV 31 UUJ 42'� STEEL JOIST (TYP.) --� d s 1TYP 1„ d c I d 4 4 "x6"x6" STAB PLATE WELDED \— TRUSS GIRDER TO EMBED PLATE IN WALL (DO NOT WELD TO GIRDER) SECTION SCALE: 3"=1 '—O" S2.1 (2) 3" DIA. BOLTS CAP PLATE 3" � I o STAB PLATE 3"x6"xO'-6" W/1 " DIA. HOLE I TRUSS GIRDER STAB PLATE 4"x6"x0'-6" I DO NOT WELD ROOF INSULATION ( SEE ARCH.) 12 "x22 GA. GALV. METAL ROOF DECK r—(2) 2" DIA. BOLTS, HSS COLUMN SECTION 8 SCALE: 4"=1 '-0" S2.1 STEEL JOIST (TYP) -2 p v� U m J R? W CO ¢ c M cn co to' W ow)W Q od �sooM m UQ¢W ¢zw Irn_��_U URQU c0nof 6: w¢c�nU-W= o¢ W ml W 2U¢�Iizu: mw_tY Z QF<JUa° Z J WWZ¢m- W ca o,�=J=tw- W wwn-'r22 ZFW1U�UUI':10= Z 0 oz. 0. w 7) U m � a w a U- 0 0 O CEO OQ � ( � N O n o N � LL Z d N ui � co rp � W Qm0W W W Oil�m0- — Lu Z 1 ..ww,n ¢tnT,a co w Z 2 2 U a Z w- � U Y m W WwwW WQMUwZ�tY Wo}ZWZ�_ ZQW� ILW 3: Z�Qnrrw �•^, 9wPWwwogc9LLUw G UiiUUSt�cnU J U Z _ O 0 UN �o co LL U Q In O o �o E- tr rn v U N J M Q 0 z = , o (Q Y U Z F Q = 00 z z _2 °� 1 O 0 01 � - Z Z M 0 z a)C It 02 Wo U W �F- w U con TO � � —,E¢ = r- cn N U 00 �? Z J M Q a C, u~i O LL Z w Lu z ti U wo Z Q O Zv J tY m �O Lo Z D o Z I use t e Mammon i❖:!i i•�:•Is isii::.....:❖:❖i�:❖:❖•�iii:•i:❖iii:❖••i0•i•�❖.•i•' �• �•i �• •a!Oa i i i• ::...■■n❖..❖ ❖���❖.•.��i a•.�.•-•.�.�- gt'� i�.�•• i❖••� ►:•�r•� MONSOON--t,!1 •�•ii0•i•ii.ii.�.�•�i�.i ►i•��►�iii� �►•i�0ii � • I......of ..... .........t �.. ♦.. ►...� 6" THICK INSULATED oMETAL PANEL _ B o 6" THICK INSULATED METAL PANEL L3x3x4 ® BOTH COLUMNS FIBERGLASS L3x3x4 IAL CAP — 6 2 KIPS (REFER TO ARCH DWGS. FOR VAPOR BARRIER INFO) SECTION 12 SCALE: 4"=1 '—O" S2.1 AX — . (S. F. = 2) ANGLE TO BE 4" MIN. BELOW TRUSS GIRDER SECTION 13 SCALE: 4"-1'-0" S2.1 THIS DESIGN ANO THESE ORAYANGSARE THE P--- OF GMA ARCHITECTS.INC NO PART OF THIS WORK MAY BE REPRODUCED WRHWT PRIOR WRRT[N PERMS ;M FRW GMAARCHITECTS. INC SHEET NUMBER S201 TAPERED INSULATION Lf 3" THICK POLY'SOCYAnILIRATE-, HOL ROOF INSULATION I \\ --,I WAREHOUSE IN14x34 6" THICK INSULATED METAL PANEL a 6" THICK POLYISOCYANURATE 45 MIL MECHANICALLY ATTACHED 0 O ROOF INSULATION TPO ROOF SYSTEM „ 3" THICK POLYISOCYANURATE 6 I 4 1" 7-) PA /'TAI I/ AAI-i'A1 nnnr 1A1ni I Artnll HnLn; iHni n! 12 xzz hH. VHLV. WILIML KUUr IIVJULHIIUIV ROOF DECK (TYP) 12"x22 GA. GALV. METAL 3 ROOF DECK (TYP) FREEZER W14x34 (REFER TO ARCH DWGS. FOR VAPOR BARRIER INFO) SECTION 14 TAPERED INSULATION 3" THICK POLYISOCYANURATE ROOF INSULATIONI x WAREHOUSE u u EXPANSION JOINT 4" THICK INSULATED — METAL PANEL STEEL JOIST 1 '-8" g„ i 4" THICK POLYISOCYANURATE ' ROOF INSULATION HOLD 12 "x22 GA. GALV. METAL 1377 I ROOF DECK (TYP) I COOLER 1s"V 3-12 CONT L7x3x4 (LLH) LEG UP STEEL JOIST (REFER TO ARCH DWGS. FOR VAPOR BARRIER INFO) SECTION 18 SCALE: 4 "=1 '—O" S2.2 eI WAREHOUSE No- 3" THICK POLYISOCYANURATE (FIXED) (SLIDING ROOF INSULATION JOIST IN POCKET 3" 3-12 (IP1) 1s 1��..nn nn nai "n eerrni 1 12 XLz U/1. VHLV. MLIfiL ROOF DECK (TYP) ff 12 "x22 GAGE METAL ROOF DECK (TYP) WAREHOUSE I CONT L7x3x4 (LLH) LEG UP t6" V 3-12 STEEL JOIST (TYP) STEEL JOIST le �j I s (REFER TO ARCH DWGS. FOR VAPOR BARRIER INFO) EXPANSION JOINT CONT L3x3x16 12 "x22 GA. GALV. METAL ROOF DECK (TYP) (2) 2"' DIA. BOLTS .,Ncv FREEZER SECTION rl5 SCALE: 4 "=1 '-0" S2.2 TEFLON PAD ON -----I SLIDE SIDE ONLY 2- 2" 0 BOLTS STEEL JOIST (TYP) EXPANSION CONT LJx,3xlj6 45 MIL MECHANICALLY ATTACHED '1 ROOF SYSTEM 121"x22 GA. METAL 3" THICK �f �r POLYISOCYANURATE ROOF I ROOF INSULATION .OLTS ..... .. .... . ++. +♦ ♦ ♦ ♦ ♦++♦ . ♦ r ♦ � ♦' v-� rr♦'-✓r.-♦'rr♦-rvr♦'♦-♦'vr♦w♦'♦•rw • ♦ ♦ ♦ � ♦ � ♦ H.U.N.1 ♦ ♦♦♦ ♦♦♦ .♦+♦♦♦♦♦♦♦♦+♦♦♦++♦♦♦+♦♦♦♦♦♦♦♦♦♦ AAA+A♦AAAA��AAAA� •oo. MWIK i !i!+!♦!♦!� �. __ :�♦i!i!+!.!01'r♦i!♦!♦!.!+!+!+!+!i'+!♦!i!♦!c1i!♦!♦!♦!♦!♦!♦!♦!+2i1+!+A!♦!+!♦!♦!+!♦!+!♦!♦!♦!i!+!♦'a " uuou WAREHOUSE ...■.... .■■uu. uuuu A. .■.■.■■■.. ........ ...... I I I I ° STEEL JOIST (TYP) I I I I TRUSS GIRDER I I I I STAB PLATE s"x6"x0'-6" I I I I w/1" DIA. HOLE STAB PLATE 4"x6"x0'-6" I I TRUSS GIRDER DO NOT WELD I I I I I I I I I I STAB PLATE 4 "x6"xO'-6" 6" THICK INSULATED 1 I I I DO NOT WELD METAL PANEL HSS COL. HSS COL. (REFER TO ARCH DWGS. FOR VAPOR BARRIER INFO) SECTION 19 45 MIL MECHANICALLY ATTACHED 5" L 67 6" THICK POLYISOCYANURATE TPO ROOF SYSTEM ROOF INSULATION ,HOLD I HOLD; 3" THICK POLYISOCYANURATE 13» I 12 "x22 GA. GALV. METAL ROOF INSULATION 3 „ TYP ROOF DECK (TYP) 16 WAREHOUSE FREEZER CONT L3x3x16 N W 18x40 -- W 18x40 I � 6" THICK INSULATED METAL PANEL I STEEL JOIST (TYP) 1,_g» i (REFER TO ARCH DWGS. FOR VAPOR BARRIER INFO) SECTION 22 SCALE. 4 "=1 '-0" S2.2 SCALE: ¢"=1 '-0" 52.2 IM SECTION rl6 SCALE..47)-1,-077 52.2 n G-) T 1 '-8" 71 L4x4x8" 1'-0" LONG 16 x7" SLOT 39 "GAGE AS REO'D BY SJI ROOF INSULATION (SEE ARCH.) L4x4xa" 1'-0" LONG 16" x7" SLOT 32 "GAGE AS REQ'D BY SJI N my I I 5F 96 V 16 EP4 - EP4 -A L JL 6" THICK POLYISOCYANURATE ROOF INSULATION 12 "x22 GA. GALV. METAL 3 „ TYP ROOF DECK (TYP) Is I IMP CONT L3x3x16 —y 6" THICK INSULATED METAL PANEL I� J STEEL JOIST (TYP) TRUSS GIRDER j TRUSS GIRDER 1,_g» (REFER TO ARCH DWGS. FOR VAPOR BARRIER INFO) 5„ 6„ I �HOL �HOLDI 13» I 1 SECTION 20 4 SCALE: "=1 '—O" �2.2 CONT L3x3xa6 121 "x22 GA. METAL ROOF DECK (TYP) (2) 2" DIA. BOLTS - WAREHOUSE LO STAB PLATE 8397 x677 x0, —617 W/1 " DIA. HOLE ' TRUSS GIRDER STAB PLATE 4 "x6"x0'-6" DO NOT WELD SLIDING) —C 1,_gll SECTION 17 SCALE: 4-"' = 1 '-0" S2.2 1 ,—g77 7) 677 5 1 VIOL ;H LD1 3"II k gunal loommonal (FIXED) JOIST IN POCKET 12 "x22 GAGE METAL ROOF DECK (TYP) TEFLON PAD ON SLIDE SIDE ONLY �- 2- 2" 0 BOLTS STEEL JOIST (TYP) 3" DIFFERENCE @ JOINT SEE ARCH. DWG. FOR VAPOR BARRIER DETAILS CONT L3x3xr6 12 "x22 GA. GALV. METAL ROOF DECK (TYP) (2) 2"' DIA. BOLTS CNN FREEZER STEEL JOIST (TYP) I I TRUSS GIRDER I I I I I I I" --STAB PLATE 4 "x6"x0'-6" I I I DO NOT WELD I 1 j I I 6" THICK INSULATED L-1-11; 1!�METAL PANEL HSS COL. HSS COL. SECTION r21 SCALE: 4"=1 '-0" S2.2 0 O 0 N W L J 00) U ti m O J M LO W N r c~+l cf) c0 m H LO a� 0O ¢ d F o CD V ¢ ¢ W V X¢ O O❑° a Q N N WUW CoW� J a. J W Y ¢L��Z Jg 0- W W IGI^I _�70 ~' W JFn F-L-f-G WUI z � W 2 S J W W z o W Q= �cc"-U z�zjcu) ry,�� W"-� �z W0 ¢- ��zU HUU uw'mmF? Z 0 U z ~ � m a W D W W ILL 0 LO �, �� � o Z c N o U M 6 T N Jx 0E- Enln- M w c'0o0 Zm�°Dw�OnaQcncOla OpU�- Z�OrI�UYm ' Wa�V®z�� pf WQOUW O mwc72 _F_¢_vizwz� Z 2 a H¢ z z W a p 'Wp�e� p_u t= W JDz}¢mc< W P {�omw ILL2 m zOU� V ILL0 M CnW w -0 -.0� Z�-®cn 0Nc400N00Sr 0U j D U) U U = ® J U z O 0 LO U 0 ¢ O 0 Ix 0)c e =coo � O 0 °ova h O z °°Q Z 0 0� ® U C) z 00i CO n o � cn (7 ° - O w 2 U p c� M N1 F V .J c0 w J� C7 W E LU S F Y 2 Co - 0101 v F- C/) N oozy z J M 1 0 1- d 0 LL W w A W �® 0 Z i— � >ry DO �® C? low— cn T � c O o Z �111118pl fs GO A ir 9 i :•• No.2,Z3o �4-4i JOB NO: PA: DATE: 07.09.2015 REVISIONS A DE5IGN AND THESE DRAWINGS ARE THE PROPERTY OF ." A ARCHTECTS, INC.. NO PARTOF TW W ORKWAY SE EPRODUCEDWRHOUT MORWRRTENPUMSSION FROM ,'A ARCHITECTS NC. SHEET NUMBER S202 GENERAL NOTES: INSTALLING -- . . .. . � FIRE � SPRINKLERS � 1. 1 1 i 1 � � � THROUGHOUT 1 f1 n 1 1 /1 1 1 n 1 I T THE 1 r 'A r'1 f A 1 A i 1. THIS CONTRACTOR PROVIDES FOR INS IALLING I' IRE SPRINKLERS I HROUGHOU I I HE AREA, IIV ACCORDANCE WITH NFPA STANDARDS AND LOCAL BUILDING CODE REQUIREMENTS. - INSTALL NEW SYSTEM AND SPRINKLER HEADS AS PER THIS DRAWING - TESTING AND CERTIFICATION OF ALL NEW PIPING - SHOP DRAWINGS HYDRAULIC CALCULATION AND PRODUCT BROCHURES FOR SUBMITTAL. - NEW PIPING TO BE CONNECTED TO EXISTING SYSTEM 2. SPRINKLER PIPING IS TO BE: - SPRINKLER LINE PIPING: SCHEDULE 7 BLACK STEEL PIPE ASSEMBLED WITH GROOVED FITTINGS AND WELDED OUTLETS - SPRINKLER MAIN PIPING: SCHEDULE 7 BLACK STEEL PIPE ASSEMBLES WITH GROOVED FITTINGS AND WELDED OUTLETS 3. HANGER MATERIALS AND SPACINGS TO MEET THE REQUIREMENTS OF NFPA 13. 4. SPRINKLER SYSTEM HAS BEEN HYDRAULICALLY CALCULATED TO MEET THE REQUIREMENTS OF NFPA 13. 5. SPRINKLER SYSTEM TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS, IN ACCORDANCE WITH NFPA 13. 6. WIRING OF ALL ELECTRICAL DEVICES CONNECTED WITH THIS SPRINKLER SYSTEM IS BY OTHERS. 7. PIPE LENGTHS SHOWN ARE CENTER TO CENTER. 8. BUILDING INFORMATION MANUFACTURED STEEL GIRDER AND BAR JOIST STRUCTURE BUILDING AREA: 167,900 +/- SQ.FT USE OR OCCUPANCY CLASSIFICATION: STORAGE CLASS 1-4 COMMODITY AND GROUP A NON -EXPANDED PLASTIC 9. PERMANENT SIGNAGE WILL BE PROVIDED INDICATING CONTROL, VALVES, DRAIN VALVES AND TEST VALVES. 10. ALL SYSTEM VALVES AND GAUGES SHALL BE ACCESSIBLE FOR OPERATIONS, INSPECTION, TESTS AND MAINTENANCE. 11. THE BUILDING IS COMPLETELY HEATED AND SCHEDULED TO BE MAINTAINED AT 55 DEGREES OR ABOVE AT ALL TIMES. 12. PIPING PASSING THROUGH INTERIOR FIREWALLS SHALL BE FIRESTOPPED. SPRINKLER LEGEND QTY. SYMB. MANUFACTURER AND STYLE SIN ORIFICE K FAC. TEMP. FINISH ESCUTCHEON 1421 ® VIKING ESFR OR RELIABLE ESFR 503 3/4" 16.8 155 BRASS --- 238 VIKING EXTENDED COVERAGE VK595 1" 25.2 155 BRASS --- 58 VIKING OR RELIABLE EC QR COVERAGE PEN. W491 3/e 8.0 155 CHROME CHROME 21 VIKING OR RELIABLE QR UPRIGHT R367" 8.0 155 BRASS --- 1738 TOTAL SPRINKLERS TESTING AND INSPECTION INFORMATION: CALL TO SCHEDULE TESTS 24 HOURS PRIOR TO PERFORMANCE TOWN OF SOUTH WINDSOR, CT FIRE DEPARTMENT (8:00 AM TO 6:00 PM) TESTING AND INSPECTION INFORMATION: - PIPE TEST OF WATERFLOW DEVICES AND ALARM DEVICES FROM INSPECTOR'S TEST PIPE - VERIFY ALARM AND VALVE SUPERVISION - VERIFY THERE ARE NO CONTINUOUS OR NON -CONTINUOUS OBSTRUCTIONS EIGHTEEN (18) INCHES BELOW SPRINKLER DISCHARGE - MAIN DRAIN TEST - VERIFY THAT OVERHEAD DOORS DO NOT OBSTRUCT SPRINKLER DISCHARGE WHEN OPEN WATER SUPPLY: STATIC PRESSURE: 88 PSI RESIDUAL PRESSURE: 64 PSI FLOW: 2176 GPM rArDArITY- 2,000 GPM © 130 PSI SCALE: 1 "=128' /2\ NICET #92513 PETER A. LENZINI NICET LEVEL 3 AUTO. SPRINKLER SYS. LAYOUT - F. E. Moran Inc Fire Protection .50,E Resecrt ^ rrci�d, a re a :.> gout. Division Street Champaign, 1L 61822 Cortem;Ile, IL 61822 (217) 356-0700 (2?7) 356-0777 FAX (618) 985-411 i (618) 985-5050 fox i F S Can+rccting License FSC 0070 i F S Contracting License FSC 0220 w U ? ? I < w yJ f M cn to rn co cnm/nu c' Uzcpa NN >�w cnu zco w0?ctx ¢u.nz U-a� w u n a<z W, w z ��m WZWZ° Fz ..,10w <w-w wxz z�u�i¢��2� w =W z wry �°�C) z ti r > a w w Ll LL C> r U) v a N a w UiX1EOVS w- :f uj 8� a h m BUY D n U7 _ 5ow u po" rW,t0'tU-4�tt}Q z �W2ww i-Lz<Wa LLI a. Jwcw z 0 :�i0UHW z --W Dm z iNry<ZUC}r-�-Zw�zp n OUU= hu�U r � � Q (p z I- ZD Z' r w tp 6.1.E t ? Lo S_ G) 0 c zo d _ z ''ir ) w w 0 v ,% < F'5 0 _ 2 � I� U- If w I' z w w : d z t` (^� W C;C O Z< �''� J �CD t( CO 0 F- Lo Z (y) Li Q O z JOB NO: PA: DATE: 07.09.2015 REVISIONS 0 "BUILDING PERMIT SET" SHEET NUMBER FPI,l FIRE PROTECTION OVERALL PIPINC)" PLAN 1�2 ^ = 1'-0 " o \OU- �uuu ,Wkww,Wrm, F. E. Moran, Inc. Fire Protection ;100 1 Research Road. Sul4e A :, South Division Streef n FIRE PROTECTION PIPING PLAN - PART A SCALE: 1 /16" = V-0" r .p No.24 94 ENS ��G�a�; ��f"fUllti�ttteeeeee NICET #92513 MCERTIFIEDW PETER A. LENZINI NICET LEVEL 3 AUTO. SPRINKLER SYS. LAYOUT HYDRAULIC AREA 3 HYDRAULIC — SYSTEM TW bul ft b probcied by a Aubmdc Bprt lW &I*M Gbfk*d N0 %Dab "Ip al&n ftP Cws* ompway Eww only Nu iw d Bp a m. TOW Horn WAIM TOM Hoot 8t wn RtWd nuw WAREHOUSE WET SYSTEM 3 2,000 GPM O 13o pst STORAGE - CLASS III 12 ESFR O 52 PSI 12 1,712.73 250.0 -� 153.86 F. E. Moran, kw -- Fire Protection 3001 R000amh Road, SuOo A [CZA1w'noa/a -0 1d22 (21� 331-0m FAX AREA 4 DENSITY: 12 ESFR SPRINKLERS O 52 PSI K—FACTOR: 16.8 AREA PER SPRINKLER: 97.50 SQ.FT FLOW PER SPRINKLER: 121.1 GPM * SYSTEM WILL NOT EXCEED MAXIMUM SYSTEM PRESSURE DUE TO "PLD" VARIABLE SPEED ENGINE OPTION SET FOR CONSTANT 175 PSI HYDRAULIC AREA 2 HYDRAULIC — SYSTEM Thb bul ft b p alerted by a &*=do *Miler *ftn Oorked Na / Dab m1ft BY". Noe Do* W444 Hurl m d 8prmm TOW How wfiim ToW Hoet 8kwl. WAREHOUSE WET SYSTEM 2 2,000 GPM O 130 psi STORAGE -CLASS III 12 ESFR O 52 PSI 12 1 1.712.73 230.0 1160.85 F. E. Moran, k1o. Fire Protection 3001 Ra -mh Read. SuIN A Chan+aWan. R. s1e22 (217).3355ss35Q- 09 FAX AREA 4 DENSITY: 12 ESFR SPRINKLERS O 52 PSI K-FACTOR: 16.8 AREA PER SPRINKLER: 97.50 SQ.FT FLOW PER SPRINKLER: 121.1 GPM * SYSTEM WILL NOT EXCEED MAXIMUM SYSTEM PRESSURE DUE TO "PLD" VARIABLE SPEED ENGINE OPTION SET FOR CONSTANT 175 PSI HYDRAULIC AREA 1 HYDRAULIC — SYSTEM lb bulfip b probcbd by a Sri►n*p-ld k*mwk Bprtli w %dem Canlnd Nm / Dab *vWn Nm ftp CWG* 0oc01IIII'my Dm* WV84 Nunbm d gxkiJem TOM How What Tdd Hat 8km. nNownviian WAREHOUSE WET SYSTEM 1 2,000 9Pm O 130 psi STORAGE -CLASS III 12 ESFR O 52 PSI 12 11,709.54 250.0 150.91 F. E. Moran, k1o. Fire Protection 3001 R$"mh Rood. Sulb A fch �jn ou s/su 2llg 36s-0m FAX AREA 4 DENSITY: 12 ESFR SPRINKLERS O 52 PSI K-FACTOR: 16.8 AREA PER SPRINKLER: 97.50 SQ.FT FLOW PER SPRINKLER: 121.1 GPM * SYSTEM WILL NOT EXCEED MAXIMUM SYSTEM PRESSURE DUE TO "PLD" VARIABLE SPEED ENGINE OPTION SET FOR CONSTANT 175 PSI KEY MAP F. E. Moran Inc. Fire Protection 3001 Research Rand. Suite `> 33 South Division Sfreef Champaign, ?L 61822 Carterville, IL 61822 (217) 356-0700 (217) 356-0777 FAX (618) 985-41 11 (618) 985-5050 Fax 1 F S Contracting License FSC 0070 F S Contracting License FSC 0220 -J (n N W CC x d 1 U UT co y �2 sjorwi x. �O<>� U- c1 lira {�.3�rQC Cum ti�Lt_ _J :A WQ Y � {Tjfq a F Y NWto iW{„ `<Hu- Zrwt �xJ�mz — OwL6 iu V)W i{—ZUW,M,� T rr UzdLu < ?h0V� btiaJC` Z Ci C) U t z 0 W W 2 w u- 0 c U) Cr LL! LLI(� tllXa6, - 'nUJ E r. ¢Go`a°3t i aw 0 0-00W UmQhd rAldl zWzy�z��c_ � Q < rLLJ (D OTW �w`m zm� 0LL� u� LltnU C]hIJwQ) E—" z U "' 0 #{ 7 C5 F a ... C v M < o 0 � c 'P �`-�z wr U a z z ? 4 Uri o � O C) J �U s5 LLB Y� o 0 00 ui <: 0� V V Z J r7 2- 0 LL w W Lid::) U > zZ y# 51 z z JOB NO: PA: DATE : 07.09.2015 REVISIONS A "BUILDING PERMIT SET" SHEET NUMBER FP1.3 FIRE PROTECTION PIPING PLAN - PART B SCALE: 1 /16" = V-0" OF CONN,� ? .®" No. 24194 .q� re o�'4C E /2\ 1 NICET #92513 PETER A. LENZINI NICET LEVEL 3 AUTO. SPRINKLER SYS. LAYOUT HYDRAULIC AREA 5 HYDRAULIC - SYSTEM II a II Contact Na, / Date t31ift BIdoTI N0. P1m Cif** O0"RwY TOM Row wAiow ToW HmShwir FREEZER AREA PREACTION SYSTEM t 2.000 GPM O 130 ; STORAGE - CLASS III 0.65 FOR 2,600 SQ.FT 119 1 2,555.22 —� 1500.0 —� in." F. I- Moran, Inem, Fire Protection 3001 Raumoh Rand, SUNo A c(ho»mparpn, � Wan [2I; 35i3aa-0-Om FAX AREA 5 DENSITY: 0.65 FOR 2,600 SQ.FT K-FACTOR: 25.2 AREA PER SPRINKLER: 140.0 SQ.FT FLOW PER SPRINKLER: 91.0 GPM * SYSTEM WILL NOT EXCEED MAXIMUM SYSTEM PRESSURE DUE TO "PLD" VARIABLE SPEED ENGINE OPTION SET FOR CONSTANT 175 PSI HYDRAULIC AREA 4 HYDRAULIC - SYSTEM T&bditrprokcbdWa himmoftdrAIWAIIIIIIIIIsm Contact Na 1 Dais ft Dm* WVogR mwbw d t3prHdm TOW Row OHM ToW How BUIII- eM OMCE SPACE WET SYSTEM 4 12.000 GPM O 10030 psl 1 UGH 0.10 FOR 1,500 SQ.FT 19 331.656 —� 100.0 84.16 F. I- Moran, k1G Fire Protection 3001 Raaaarah Road, Sa1M A t(2q177' bn-0l ata22 1 llA Ja63M-0m FAX AREA 4 DENSITY: 0.10 FOR 1,500 SO/FT K-FACTOR: 8.0 AREA PER SPRINKLER: 135.0 SQ.FT (Min) FLOW PER SPRINKLER: 21.2 GPM * SYSTEM WILL NOT EXCEED MAXIMUM SYSTEM PRESSURE DUE TO "PLD" VARIABLE SPEED ENGINE OPTION SET FOR CONSTANT 175 PSI PART A KEY MAP F. E. Moran, Inc. Fire Protection Division Street whompaig.n, 1L 61822 CcrwAife, 11 61822 (217) 336-0700 (217) 356-0777 FAX (618) 985-4;11 (618) 985-5050 Fax f F S Contracting License FSC 0070 1 F S Contracting License FSC 0220 a a p uJ > J c, -p W u: o1J to w cdJ."a�Q�`� WW C co O-j ,i.. h W �_ DwiLU� ZdZZ yhqu.f0En ..... tlJW S2 ---wwz o-a. cc 0Z () �J Q l! Ld t-ZJ h -UC tiMC: _ z r� 0 z C) E-j laf LJ 0 o <0 n a u; t � ;•., tt cis U) z C) w(AXo c co W w�t1',,—' c7s- LL! Zm wa r ' <(t)Mii QdE 0. ZUu3� CJ1u ir1 wrap? w =viz. Z LU z y Z c. LL =C�Sc`�y[zC4C.t w.- O G �;Zo K �n t- O r..., D�/� cl) C ) a'.,. C ) 0 � 7 o � „i U o. M I C M iio f;°(y 1 U EY ) o 6 5 Z Z m c C. 00 Q 4 6 �_ m IJ Z tl h 3,.." ow a? cc t> - < o c) Z M I; 0 LL Cr- w 1— WI w ,) Z W q z a <U o c„ crl Ln =� i-- uj j 00 U) REVISIONS A "BUILDING PERMIT SET" 64 RI L T f 4 5'*"t t Y SHEET NUMBER FP 1 0 TO WET SYSTEM 1 iI %� PIMP PRnT�e _TlnKl n��l� _� PI A M 4.7 1 11 IL. 1 1 I\/ I L. V 1 IVI Is VI 1 IVv I Imo/—\IIs nn FIRE PROTECTION OFFICE PLAN t 1w ✓ _ II -- SCALE: 1 /8 "= V -0" ®' No. 24194 ? #NICET92513 Z) II PETER A. LENZINI NICET LEVEL 3 AUTO. SPRINKLER SYS. LAYOUT 1\L I MA1 piF. E. Moran, Inc. Fire Protection i0c,=res*cyrco u,te A > Soui Division Sfreef Chornoaign, !L 61822 CorterviNe, 1L 61322 (217) 356-0700 (217) 356-0777 FAX (618) 985-411' (61) 985-5050 Fax 1 F S Contracting License F'SC 0070 F S Corfracfing License FSC 0220 co N w ,n u to r t> Cw!?to Uj u [L w j Ca ro az Q z a v Cr1CCC Qom^ N W > U a) it; ..-t co a -- U) rK CO -J w<ceu?Q rr, '-j -7rnw W T- -r z �u0 r Q I,- W M u.i � m ` AZ J r UC5 u, hJ 0 U Z O C: w w w cc- u- �i o to tl vn I .: _n xs LY 6i M U LT Gr7 X O N ih (1J J (" L1.i�Ja���w rL W COJ> W z 1 w 0�'61? ` Q �U) C7C7` a �F-ln�uwm . Z Zo zz`uln LIJ :5 0 co Zin rwO {� Q Q VF n d z z _ i W Ulv c OD u: A 0 �U � v h < _ - 0 r cri 0O (D to > c < O� IT zz s �?. ti a Q m r J :- 0w .. U1 < O cn rts cv r v_r t� �5 �I LL ()f w I— w w Z 0 UJ 0 j� < 0 i d U LC} z w -j O JOtS INO PA: DATE : 07.09.2015 REVISIONS A "BUILDING PERMIT SET" s SHEET NUMBER FPI,5 ESFR OBSTRUCTION GUIDELINES ESFR OBSTRUCTION GUIDELINES ESFR OBSTRUCTION GUIDELINES --- -- -- -- - ---- / ............... 7t:;� oFti•A ?7\ ,PMusr eB�eI1E - '�sP - -�� Commma 19M a x ---... - I� � "® aosr srovo a a+rr eroaio Wr ��wlas, "Muss - s� rnan, MI 7 �mt 7MN �E R� I I f IAA 2 Wx L�R ML 0MWx= tOM sa Ioer - I I Out soIP,F -.0 um 11110 2r MWiat Wr II up,�e pr.E u. m oom mig 1g0i Oft x Elnr l S 0 M, 3ML x 9= EIDP jam__,/-\ -Lr-� Y!K IMEBR 091E1dt "ILL E Og1,E0� -j-� _� —I (_ ._._.T !_--- I M a�N�l N01E o1frIL701 II�LL E �- Muoo®a K woI A aEw,a,E sMEu IP,Ir IM,su M 7E ■E a,oP - ,MME oia ar x mar aErrPlaaKll�tE allamaiats c>MeIIq II r9wimtrwW4 saI— etow W.EiC —, — II x QFFXrM � II NO OB01.11 iONS r II I I mum Isolated (non -continuous) obstructions up to 2 feet wide (round lights, Continuous obstructions up to 2 INCHES in width (conduit, pipe, joist etc.): The sprinkler must be at least 12" horizontally from the edge of bridging, etc.): If the obstruction is at least 2 feet below the the obstruction. isolated (non -continuous) obstructions greater than 2 PLAN VIEW deflector, disregard it. if the obstruction is closer than 2 feet to the feet wide (round lights, etc.): please call F.E. MORAN for assistance. deflector, the sprinkler must be at least 12" horizontally from the edge of the obstruction. FIGURE 1 OF 6 FIGURE 2 OF 6 FIGURE 3 OF 6 ESFR OBSTRUCTION GUIDELINES ESFR OBSTRUCTION GUIDELINES ESFR OBSTRUCTION GUIDELINES _ 7. \\ ,r nE, � IPc aR PPE Mac r M W a% r Mu ,r M E PPlO —a I,aNE �I °MMUM MATIM q�7�,t atEwme (- s10ME �I Mar � � aeac s fr-, anw arrz�,r'. 00000 OG�000000 L / If 1W x PPE OR FK no -- -=- arm 1M , \ r Mu ,r KEPOW ME 1wEM QMTM o x GREAM , rrmx ��.. Continuous obstructions greater than 2 INCHES, up to 12 INCHES in Continuous obstructions greater than 12 INCHES, up to 2 FEET in width Continuous obstructions greater than 2 FEET in width (large ducts, width (small ducts, larger pipes, bottom chord of joists, etc.): The (ducts, fluorescent lights in rows, racks of pipes, etc.): The sprinkler etc.): Figure 2.4.5.3.4 and Figure 2.4.5.3.5 in the FM Global sprinkler must be at least 12" horizontally from the edge of the must be at least 24" horizontally from the edge of the obstruction. Property Loss Prevention Data Sheet 2-2, page 17 must be met, obstruction. Note: See ESFR OBSTRUCTION GUIDELINES, FIGURE 3 OF 6 please call F.E. MORAN for assistance. for obstructions less than 2" wide. FIGURE 4 OF 6 FIGURE 5 OF 6 FIGURE 6 OF 6 TO SYSTEM ` kit-ULD V,,fITH �ND & PRESSURE 2 11P" RISER MANIFOLD WITH EST & DRAIN AND & PRESSUR RELIEF TR'N1 6" x 6" P VALVE WITH 6" BUTTERFLY VALVE WI' TA' 1PER S1,1UiTCH FIRE DEPARTh1ENT CONNECTION WET SYSTEM RISER 1 & 4 DETAIL A SCALE :N.T.S. 2 1,,2" RISER MANIFOLD WITH TEST & DRAIN AND & PRESSUF 6" X 6" F o" BUTTERFLY VALVE 'A" TAMPER StA+ITCH C-CLAMP HANGER DETAIL SCALE: N.T.S WET SYSTEM RISER 2 & 3 DETAIL B -_ SCALE: N.T.S. TYPICAL HANGER DETAIL SCALE: N.T.S hiANIFOLD WITH N AND & PRESSURE -Y VALVE '1Vi . H H Sp 1" THD 90 OR T; ID i" COUPLING • ADJUSTABLE i-iUF? MULTIPORT BRACKET FLEXHEAD nROP DETTIL 2 SCALE: N.T.S 1-13/32" (35.7 mmi 1-15/32„ (37.3 mm) 1-3/4"� (44.5 mm) TYPICAL DETAIL OF PENDENT ESFR SPRINKLER I SCALE: N.T.S 1_ 120 C— VAC TANK MOUNTED COMPRESSOR & SWITCH ���� of c Nkjn ,,' i.'R vasCO Ho.24194 sys /OfdAI�N,!` CLOSED SPRINKLER it 1) RELEASING/CONTROL PANEL % qNIGET #92513 MCERTIFIED %PETER A. LENZINI NICET LEVEL 3 AUTO. SPRINKLER SYS. LAYOUT i X P1 X 25 LONG 3xP1 x20LONG (ET T ;ET ASSEMBLY FLEXIBLE SPRINKLER CONNECTION SUPPORT SYS. DETAIL SCALE: N.T.S �- — MECHANICAL SPRINKLER ALARM DOUBLE INTERLOCK PRE -ACTION SCHEMATIC SCALE: N.T.S. F. E. Moran, Inc. Fire Protection research Road. 33 South Division Street Chairoaign, 1L 61322 Carterville, iL 61822 (217)' 356-0700 (217) 356-0777 FAX (618) 985-411' (618; 985-5050 Fax I F S Contracting License FSC 0070 F S Contractinc License FSC 0220 ca (� In O "' . W 6- I,(.1 e-- 11> W � h � �� a<L OZ�O- ��ocU� ?�a C,L� Z W �Z() , , J U Gm DN�­ Za�-rn �:�tt?Ci t1NUCJ�r`NC) � c < Z z Q 0 w ti CK a a a I--V _j M Q z � O K 0 v F_ LQ W c a 00 cc x < �L Z 13� 0 LL 0Y W W Lu 0 r�- U 0 Z < C'7 cCoo 11 W o O JOB NO: PA: DATE : 07.09.2015 REVISIONS Q "BUILDING PERMIT SET" SHEET NUMBER FPI,6 ,SEE ENLARGED FIRE PUMP HOUSE ON CI•IFFT P9 1 OVERALL FLOOR PLAN SCALE: 1" = 30'-0" \—SEE ENLARGED NORTHEAST OFFICE AREA ON SHEET P; LO v- 0 N 0 0 I 0 Lu V) W CL (D z D 00 N � f w ^ m m U p� W ab Q ti a, N r tY - d) J � � w to � �I U on �Z)0c) QZ�.. �o�� U— n ci cqN� W W 2 .-- (1) w t CID J > w ❑ - = J ❑ worry QIL JZ U-J III c_) W Q❑ W Z C4 —: n f-wJm Z�ILP WOK Q WOK — �m00Z J W WQ lnQw c ww -0 zou~iQ;�22 w�K- Z w❑ uj Q� ?dnzU�-UUu:MUU' I A t H Q w -d, Z � W W wI u.I �I d dj � I LIZU "� O w LL �nN Cv � 9 ! fA � U) u � OOod ww p.w-mj �m �wwd f- Z Wes" QU'"))a. 0 0a.?I- n J-Yw K. z U)-owO("wOQOVI LoU)-jWQ=G(r)Z -<i z w�-ZwZ=—ZEZF--J(LI LLJ4 0'� :-iF- j Z W W �w~wwwo LLU�• �5 cozUnZ�Wd z 0C,U)U OUNUU�rNU z ~ a I O� l 01 ♦ a � 0) F Uz °�o �. Q 02 < �L000 _Z) e') U z O ZzM U< z i i r` I m m it !0- b J_ M = v 0 I Lui Y O = j 6� X � in Q = NQ =A-- � Ql �yU 0 � o LL.Z 0I. < I rn d N kI — 1 O LL w �-- z Lu w zo Fz Qo ® j Z U Q �IY�I m �O r as ~ D w.00 z llll0ll � � �=4 ollol N .� ` �• C �a- .....0 JOB NO: SJ1518 PE: DDT DATE : 07.09.2015 REVISIONS A THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF OMA ARCHITECTS. INC. NO PART OF THIS WORK MAY BE REPRODUCEDWITHOUTPRIORWAITTEN PERMISSION FROM GMA ARCHITECTS, INC. SHEET NUMBER OVERALL PLUMBING PLAN 6 SP-1 2"PC SEE P1.1 FOR CONTINUATION - ENLARGED FIRE PUMP HOUSE SCALE: 1/8" = 1'-0" PLUMBING KEYED NOTES: 1 1 1 CONTRACTOR TO FURNISH AND INSTALL THERMOSTATIC MIXING VALVE (TMV-1) ON LAVATORY BELOW SINK TO PROVIDE 105r (ADJ.) HOT WATER. Q2 FLOOR DRAIN SHALL HAVE TRAP PRIMER. TRAP PRIMER SHALL BE SIOUX CHIEF "TRAP -EASE" NO. 213-092 TRAP PRIMER TAIL PIECE. 1-1/4"x6" WITH 1/2"NOM. BRANCH CONNECTION, CHROME FINISH. INSTALL ON WASTE PIPING FROM NEAREST LAV. SEE ISOMETRICS. Q3 ROUTE 2" PUMP DISCHARGE LINE FROM STORAGE BUILDING UP IN CHASE, THRU THE WALL, AND TERMINATE INTO MOP BASIN. IITfI— I (+2'-6") WCO L _ MEN'S STROOM 131 —11 a 664-09rt -SS-1 Y _ EWC-1 • •-r I u--r 1so 4"W-BF "CW-AC "F -11 2' WOMEN'S RESTROOM I, 133 - WC-1 } JANITOR 134- DWH-2 iW/E7�rt= SEE P1.1 FOR �2 3"FD-1 CONTINUATION-1 PD — 2"V UP TO 3"VTR- HB-1 (+2'-6"AFF' ,— HDCO 0 0 U ri m rn J CD Q d) � ao0 �I U- n aN o°�J mac-" _wj W ! l _j J w Q LL O Z = J D wOUW_jZwWw Qz0 I-WQm<P -P w0Z_ HmmZJwwmxwwQ WQCL 2 ow W�NOzUcn�z h" — o ?�ZUIw--UUwi:00 Z H W Z ~ a m a � � a W w a a CD d o IU N W �oow� awmom W m wo F o90az�oJ�Y a z <nn:Q0�0m"twOQOV IWc. (OJw: =ouwz_Q O>.of ulZ_W Zm-ZZIQ-_ja W ° ����Z)zv Da> r n � w = LLJ (0 5 C� LL. zW a-0 ONZ W to y ❑IN In fi U 1NC,?U� Ih fAU Li a z ~ a J = O; w c) J •r (h U _ `° cz Q®c UOs't'� �ujo0 S ::) c) U O z p Q 0 Z Z U 0)co I r I Qrn io�j J M U U W =� r Y O S J O co w W� u;Q x 2 N Q F- fn N U/ 00 �_ �? l.L Z J co o 0 u- W w W U LLI O z >(c ea 0 Zv B D m " .� J 0 (� >Z_ ru.rN co F_ W 00 z inm Kin • C 1151R I V VLj I\V . vv PE: DDT DATE : 07.09.2015 REVISIONS A o CV O7 O ti O I- Lu THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF C I AARCHITECTS.INC. NO PMTOF 7M8 MRIC MAY BE G REPRODUCEDWITHOUT PRIORWRITTEN PERMISSION FROM C( GMAARCHITEOTS,ING LLt A r V z �1 J E5 co PO...�D�►D�� � D fjddoo ITEM FIXTURE WASTE TRAP IVENT COL® WATER HOT WATER RIEWJARKS WC-1 WATER CLOSET 4" INTEGRAL 2" 1" — WALL MOUNTED, FLUSH VALVE, ADA HEIGHT — WC 2 WATER CLOSET 4 INTEGRAL 2" 1" 1 — WALL MOUNTED, FLUSH VALVE, STANDARD HEIGHT UR-1 URINAL 2" INTEGRAL 1-1/2" 3/4" — WALL MOUNTED, FLUSH VALVE LAV-1 LAVATORY 2" 1-1/4" 1-1/4" 1/2" 1/2" COUNTER MOUNTED, PROVIDE TMV-2 WITH SHUT—OFF VALVES. SET MIXING VALVE TO 105r. MANUAL FAUCET LAV-2 LAVATORY 2" 1-1/4" 1-1/4" 1/2" 1/2" WALL HUNG, ADA HEIGHT, PROVIDE TMV-2 WITH SHUT—OFF VALVES. SET MIXING VALVE TO 1057. MANUAL FAUCET SK-1 SINK 2" 2 1-1 " / 1-1/2" 1/2" 1/2" ADA HEIGHT, 2—BOWL, ADA, COUNTER TOP, SELF RIMMING WITH GOOSENECK FAUCET. SS-1 SERVICE SINK 2„ „ 1-1/2 1-1 / 2" 1 /2" + 1 /2" SINGLE TUB 1MTH WALL BRACKET & LEGS WITH CHICAGO FAUCET DECK MOUNTED FAUCET MB-1 M A PI.l MVP BASIN z" z" �" /�„ 1 /2" FIAT BRAND, 24"x24" EWC-1 ELECTRIC WATER COOLER 1-1/2" 1-1/4" 1-1/4- 1/2" — SINGLE LEVEL, WALL HUNG, ADA FD-1,2,3,4 FLOOR DRAi1NS PER PLAN PER PLAN PER PLAN — — WH-1 WALL HYDRANT — — — 3/4" — MOUNTED HEIGHT AS NOTED ON PLAN PH-1 POST HYDRANT — — — 3/4" — SEE DETAIL IIII� �IJ iI�'II�1 ll�!IIi�,.�IIII1 1 1 III���I� it 11__II II tl�I�' 4l�� W W Y TAWt�W a Y u/ �u v uc v I+,�■ u u YY uY u.�o •� �. �.� -- '� - --- — MARK MANUF. MODEL cOc.K HMV eUB�; N'a-1 VOLUME (E iCH) REMAR 8 WHA—A SIOUX CHIEF 652—AS 1/2" I 5 SWEAT SOLDER MODEL WHA—B SIOUX CHIEF 653—BS 3/4" 7 SWEAT SOLDER MODEL WHA—C SIOUX CHIEF 654—CS 1" 11 SWEAT SOLDER MODEL WHA—D SIOUX CHIEF 655—DS 1" 20 SWEAT SOLDER MODEL W.C.O. WALL CLEANOUT F.C.O. FLOOR CLEANOUT WC— WATER CLOSET UR— URINAL LAV— LAVATORY FD— FLOOR DRAIN V.T.R. VENT THRU ROOF A.C. ABOVE CEILING AJ AT JOIST A.V. ACID VENT A.W. ACID WASTE BF BELOW FLOOR SAN SANITARY TP TRAP PRIMER CW COLD WATER HW HOT WATER W SANITARY WASTE DN. DOWN Q TEMPERATURE GAUGE BFP BACKFLOW PREVENTER 0 BALANCE VALVE ET GV EXPANSION TANK GATE VALVE CONNECT TO EXISTING BV BALL VALVE rElua TIN WATER (85'F) T BG BELOW GRADE S STORM ---CW--- COLD WATER (CW) T&P TEMPERATURE AND PRESSURE HW HOT WATER (HW) RELIEF VALVE TD TRENCH DRAIN --'--HWR----- HOT WATER RECIRCULATING (HWR) WHA WATER HAMMER ARRESTOR ----v---- VENT (V) V VENT — SAN SANITARY SEWER (BELOW FLOOR) VTR VENT THRU ROOF P PRESSURE REGULATING VALVE AFG ABOVE FINISH GRADE BALL VALVE AFF ABOVE FINISH FLOOR BV FL FLOW LINE ELEVATION -----QS----- BALANCE VALVE llvL2l .; fl 1140" U rEE 61 � l �i!�tl d���1J �� WA MARK MANFR. MODEL IBC« STORAGE VOLT/fPH. RECOVERY AREA SERVED DWH-1 A.O. SMITH ECT-120 6.0 120 GAL. 208/1 24.6 GPH BATTERY CHARGER AREA / OFFICE RESTROOMS DWH-2 A.O. SMITH ECT-30 6.0 30 GAL, 208/1 24.6 GPH TOILET ROOMS PLUMBING SPECIFICATIONS PERMITS LICENSES AND INSPECTION FEES All work shall be done in strict accordance with all local, county and state codes, applicable laws, rules and regulations governing the installation of the plumbing systems. This Contractor shall obtain and pay all permits, licenses and inspection fees as required for the installation of elll work shown on the drawings or as specified. FIRESTOPPING All glass and insulated pipe which penetrates floors and fire walls shall be fire stopped using 3M inturn�crant firactnnninn cvctPms includina restricting collar RC-1, FS-195 intumescent wrap, and CP 25 caulk or 303 putty. Assembly shall be installed In accordance with manufacturer's written instructions in accordance with their U.L. listing. Alternate ffirestopping systems as manufactured by Nelson, SpecSeal, or Dow Corning shall be considered equal only if they are U.L. classified for the application. After installation of pipe or conduit through floors or fire walls, fill space around pipes with Chase Foam Sealant as manufactured by Chase Foam Technology Corporation, 31A CP-25 caulk, SpecSeal sealant, or Tremeo Fyrre—Shield. PIPING Domestic water piping shall be Type "L" copper and shall conform to ANSI H23.1. Wrought copper and bronze solder —joint fittings shall conform to ANSI B16.22. Joints shall be made with 95-5 solder. All connections to steel piping shall be made with dielectric unions. Sanitary waste Sc vent piping 1-1/2 inches and smaller shall be Type "L" copper DWV. Storm, sanitary waste and vent piping, as shown on the drawings shall be cast iron, copper DWV, or solid Schedule 40 PVC pipe f.-,4;n � o ,, �„¢ „� n„ +P,l "CI" shall he cast irnn nine in return air plenum ceilings. Acid waste gnu IIw,I%JJ �rAVVIII v.' I-- , r_ . and vent pi0ping shall be Fuseal Polypropylene pipe and fittings or qpproved equal. PIPE TESTING All new waste piping shall be tested either hydrostatically or pneumatically in the general contractor's presence to 10 psig for 8 hours, and repaired where required prior to installation of insulation. ACCESS PANELS Provide access panels in chases where required or as directed by the General Contractor. STOP VALVES All stop valves shall be Nibco Model S595Y ball valves. PIPE CLEANING Clean piping system by using alkaline cleaner (Nalco N-2567). The pipes shall be filled with soft water and Nalco 2567 at 3% solution strength by weight. Water shall be circulated for 24 hours and drained. Pipes shall be flooded with soft water to assure that the cleaner is out of system. TDS of draining water can be compared to TDS of soft water to determine when solution is gone. Pipes shall then be drained of water. INSTALLATION OF PIPING All pipe shall be run parallel to or at right angels to walls, beams, or columns. Pipe shall be run as direct as possible avoiding unnecessary offsets and maintain maximum headroom. Piping drawings are to be considered schematic and are not intended to indicate all changes in direction and necessary fittings to be furnished and installed by this Contractor. Branch take —offs shall be made with swing connections as required to avoid stress at these points. All holes required through existing floors and masonry walls shall be core drilled. Piping supports shall be spaced per manufacturer's recommendations and adjusted so that the weight of the piping is on the supports and not on the joints. Hangers for copper pipe shall be copper plated. Hanger for individual pipe hangers for pipes larger than 4" shall be anchored to the sides of the ribs in lieu of the bottom. EXCAVATION Excavate, as necessary, for all underground piping, etc., as indicated on drawings and/or necessary under this section. Material to be excavated hereunder in trenches for utilities shall be non —classified and shall include all earth or other materials encountered. The contract price is understood to cover the removal of all such material to the depth and extent indicated on the drawings and/or herein specified. All excavation layouts shall be approved by the General Contractor. Unless otherwise shown, provide separate trenches for each utility. Lay all piping in open trench except when the consultant gives written permission of tunneling. Excavation of trenches from surface to top of pipe shall be kept to c minimum but shall be of sufficient width for proper installation of the work. The excavation from bottom of trench to top of pipe shall be not more than twenty (20) inches wider then the outside diameter of the pipe to be laid therein, or where depth of backfill over sewer pipe exceeds ter (10) feet width or trench at top of pipe shall not exceed 3/4 of nominal diameter of pipe, plus eight inches. For larger pipe, the bottom of trench shall be shaped to conform to the lower half of pipe to be laid, and recesses four (4) inches in length shall be cut for pipe bells as required to give uniform bearing making certain that the pipe is properly supported throughout. Provide ample excavation under and around alll pipe joints to permit proper caulking, sealing, vielding or thread tightening. All excavations shall be properly protected by the necessary bracing and timbers to prevent and cave—ins or in; r;y to adjacent improvements and workmen. The sides of all trenches shall be securely held by bracing or sheeting, which bracing or sheeting shall not be removed until the level of the backfill has reached the point where such removal can be safely carried out. The thickness of the sheeting and the dimensions of the cross —braces, shoes, etc., to be used by the subcontractor shall be satisfactory to protect properly, the sides of the trench and to prevent injurious cave—ins or erosions. Grading in the area of the excavation will be such that it shall prevent surface woter from flowing into the excavated trench. Under no circumstances lay pipe or install appurtenances in water. Keep trench free from water until pipe joint materials have hardened. The presence of ground water in the soil or the necessity of sheeting or 'bracing trenches shall not constitute a condition for which an increase may be made in the contract price. Where underground lines cross, the trench of the lower pipe shall be bockfilled with sharp sand, well tamped, to provide bed for higher pipe. Lines which run parallel and at different levels shall be adec�;.-�tDly separated, to provide firm bedding for the lines. Sewer, water and gas lines shall be run in completely separate trenches, and at least three (3) feet oport at center lines, except as approved by the Consultant. Whenever possible, water lines shall be installed above sewer lines. Spoils shall be removed by the subcontractors to outside the building line. The Plumbing Contractor shall remove the spoils to off site. BACKFILLING Impervious fill material is required to the underside of concrete floors to six foot outside the building and all paving base. Impervious fill material shall be 1" or less granular material„ Where impervious fill material is required, sewer trenches shall be back'rilled for a depth of at least one (1) foot over the top of pipe with clean sand. It shall be carefully deposited in uniform layers not exceeding six (6) inches in depth. Each layer sholl be carefully and solidly tamped with appropriate tools, in such a manner as to avoid injuring or disturbing the completed work. Backfill shall be placed beneath haunches of piping and thoroughly compacted to prevent lateral displacement. Compaction shall be at least 90% of the maximum dry density as determined by Standard Proctor Test. No jetting shall be permitted. Backfilling for the remainder of trench shall be done with impervious materials to the underside of the paving. All backfilling shall be deposited as directed and shall be spread in layers and solidly tamped. Where piping is installed in ditch that has been overdug to a greater depth than required for the proper elevation or where trenches are dug under drives, walks or parking areas for sewers, water, etc., all backfill shall be granular to a point 2'-0" above pipe, and the balance of backfill shall be tamped to 95% compaction of the maximum dry density as determined by Standard Proctor Test. All surplus excavated materials shall be removed from the premises by this contractor. INSULATION All pipe insulation shall be i" thick Owens Corning Fiberglass or approved equal. All cold and hot water above floor shall be insulated. All insulation shall comply with NFPA 90A, flame spread of 25 or less, smoke developed rating of 50 or less, ASTM E-84. FIXTURES AND TRIM General. Furnish and install all plumbing fixtures in accordance with the Architectural and Mechanical drawings and the following schedule. All wall and floor mounted fixtures shall be sealed at the wall or floor with clear silicone sealant. SHOP DRAWINGS A complete schedule of materials and equipment for installation shall be submitted to the General Contractor in a suitable binder, with all sheets permanently attached, for approval before orders ore placed. Seven copies of the schedules shall be required within ten days of awarding the contract, and shall include catalog numbers, cuts, diagrams, fan curves, and other descriptive data. Shop drawings shall be submitted on the following equipment: 1. Insulation 4. Piping and Httings 2. Cleanouts 5. Piping Specialties 3. Plumbing Fixtures 6. Floor Drains PLUMBING FIXTURES General. Furnish and install all plumbing fixtures in accordance with the Architectural and Mechanical drawings and the following schedule. I,JATER CLOSET (WC-1)— American Standard "Afwall" No. 2257,103, 16-1/8" high for elderly, siphon jet, elongated bowl, wall mounted, vitreous china, 1.6 GPF. Church No. 9500C open front seat less cover, white in color. Sloan Royal model 8111-1.6 battery sensor flush valve. Furnished with J.R. Smith or equal carrier. 'RATER CLOSET (WC-2)—American Standard "Afwall" No. 2257.103, 14-1/8" high, siphon jet, elongated bowl, wall mounted, vitreous china, 1.6 GPF. Church No. 9500C open front seat less cover, white in color. Sloan Royal model 8111-1.6 battery sensor flush valve. Furnished with J.R. Smith or equal carrier. URINAL UR-1)— American Standard "Washbrook" No. 6501.010, lip shall be 17" above floor, washout, vitreous china, furnished with J. R. Smith carrier. Sloan Royal model 8186-1.0 battery sensor flush valve. LA TORY (LAV-1)- 0491.019 American Standard "Rondolyn", vitreous china, countertop, integral overflow lavatory, 4" centers. Height 34" to top of bowl. Chicago Faucet #2200 lavatory faucet on 4" centers with 2.2 GPM flow aerator, chrome finish. 7723.018 American Standard 1-1/40 grid U10111 and 011WIL tailpiece, a 11,0me filniih. RZ Mavu ' 17 gat:ye 1—.1 . .. 1-1/2" oast brass adjustable P—trap (chrome plated). H165LK McGuire lavatory supplies and loose key angle stop valves with chrome plated cast brass flanges. Furnish and install J. R. Smith carrier. LAVATORY (LAV-2)— 9141.011 American Standard wheelchair lavatory, 27"x20", wall hung, 4" centers, vitreous china, integral overflow. Mounting height is 34" to top of bowl. Chicago Faucet # 2200-4E2805ABCP deck mounted faucet single hole, 0.5 GPM, battery operated, chrome finish. 7723.018 American Standard 1-1/4" grid drain and offset tailpiece, chrome finish. 7723.018 Ui American Standard 1-1/4 grid drain and offset tailpiece, chrome finish. 8902—E 'McGuire, 17 gauge 1-1/4" x 1-1/2" cast brass adjustable P—trap with cleanout (chrome plated). Box escutcheon. H2165LK iVicGuire lavatory supplies and loose key angle stop valves with chrome plated cast brass flanges. 103EZ(W) Truebro Handi Lov—guard insulation kit including P—trap insulation, hot and cold water angle valve insulation, offset wheelchair strainer insulation and fasteners, white in color. Provide J.R. Smith carrier with rectangular legs. LAVATORY (LAV-3)— 0355.012 American Standard "Lucerne", vitreous china, wall —hung, integral overflow lavatory, 4" centers. Height 34" to top of bowl. Chicago Faucet #2200 lavatory faucet on 4" centers with 2.2 GPM flow aerator, chrome finish. 7723.018 American Standard 1-1/4" grid drain and offset tailpiece, chrome finish. 802 McGuire, 17 gauge 1-1/4" x 1-1/2" cast brass adjustable P—trap (chrome plated). H165LK McGuire lavatory supplies and loose key angle stop valves with chrome plated cast brass flanges. Furnish and install J. R. Smith carrier. SINK SK-1 — Elkay or equal to Model #LRAD-3319, double bowl, 316 stainless steel, 18 gage, with I K—qq nrid drain and 1-1 /2" tailpiece and Chicano Faucet r786—FC with 4" wrist blade handle faucet. H165LK Mcquire lavatory supplies and loose key angle stops. In—Sink—Erator Model 444 disposal, continuous feed, with 3/4 HP motor, 115 V / 1 ph / 60 Hz, stainless steel grinding elements with two stainless steel 360' swivel lugs and self—service wrench. Provide disposal drain, 17 Go P—trap, tail piece, supplies and stops. SERVICE SINK (SS-1) — Elkay or equal to Model #RNSF81242 single tub sink with no drain boards, 16 gauge stainless steel. Provide with one(1) grid drain and 2" tailpiece and Elkay faucet model #LK940GN08T4H, complete with 8" centers, wall mount base faucet, } "` female inlets, check stops, 18" riser, LK-35 strainer with rubbers topper. ELECTRIC WATER COOLER (EWC-1) — Elkay, Oasis or Halsey Taylor equal to Elkay Model No. EZS8, ADA compliant, stainless steel top, single level, front push bars, 8.0 GPH of 50'F water at 90T A'n + +ew,nern+nrn 12(1\/ 1 nhnca 1 /r1 HP Mnunt hluhhier 0 40-3/8" AFF. 0111DI6lll air .cnlFul uwl v, v •, r.....,.., / • , - MOP BASIN (MB-1) — MSB 24x24, Fiat one piece, molded stone 24" x 24" with 10" high sides, mop basin. Drain body shall be cast integral for caulking lead connection for 3" pipe. Strainer shall be chrome plated brass. MSG 2424 Fiat stainless steel wall guard. 897 Chicago service sink faucet with vacuum breaker, top brace, rough chrome finish. 889—CC Fiat, mop hanger. 832—AA Fiat, 30" hose and hose bracket. E-77—A Fiat vinyl bumper guard on two (2) exposed sides. 833—AA One cartridge of silicone sealant. DOMESTIC WATER HEATER (DVdr!-1) [ELECTRIC] — A.O. Smith, Ruud, Lochinvar, State, or equal to A.O. Smith Model No, ECT-120, 120 gallon capacity with 6 KW element, 208V, 1 phase. Install ASTM temperature and pressure relief valve and external discharge line. Install a Therm—X—Trol Model ST-25V, 10.3 gallon expansion tank. DOMESTIC WATER HEATER (DuJH-2)- [ELECTRIC] — A.O. Smith, Ruud, Lochinvar, State, or equal to A.O. Smith Model No. ECT-30, 30 gallon capacity with 6 KW element, 208V, 1 phase. Install ASTM temperature and pressure relief valve and external discharge line to drain pain(suspended heater) or floor drain. Route drain pan discharge into nearest into hub drain (suspended heater). Install a Therm—X—Troll Model ST-12V, 4.4 gallon expansion tank. HOSE BIBB (HB-1) — Woodford 24 — 3/4, non —removable vacuum breaker, brass construction, loose key handle operated. ASTM/ASSE 1011 compliant. COFFEE MAKER/ICE MAKER OUTLET (IM-1)— Manufacturers: Oatey, Durgo, Inc., RectorSeal, Studor, Inc or equivalent Oatey. Ice Maker Outlet box, polystyrene or steel, support brackets, faceplate, and valve as required. WALL HYDRANTS (WH-1) — Woodford 67, cast bronze, non —freeze, 3/4" hose outlet, vacuum breaker, loose key handle, polished bronze face, bronze box and cover. ASTM/ASSE1011 compliant. POST HYDRANT (PH-1) — Zum No. Z-1385—VB (3/4"hose connection) exposed head, non freeze post hydrant, key operated, vacuum breaker, 24" above roof line. Acceptable alternate manufacturer: Wade 8610 FLOOR DRAINS FD-1: J.R. Smith 2010—A, cost iron body, seepage flange, not flashed, 7—inch square heavy—duty nickel bronze strainer with standard screws; 4" inside caulk outlet. FD-2: R & G Sloane II, Model # 527750 series polypropylene drain body and seepage flange, 8-1/2" diameter heavy—duty with standard screws; 4" inside caulk outlet. ED—! J.R. Smith 2010—A, cast iron body, seepage flange, not flashed, 8—inch diameter strainer w/4"funnel. 3" inside caulk outlet. FD-4: J.R. Smith 2475, cast iron body, seepage flange, 12"x14" ductile iron grate and stainless steel sediment bucket, 4" inside caulk outlet. ROOF DRAINS RD-1: Roof drains —coated cast iron body (PVC body is not permitted) with adj stoble extension, low silhouette cast iron vandal proof secured dome, caulked outlet and a metal under deck clamp, per: Josom 21500 series, Smith 1015 series, Wade 3000 series, Zurn z-100 series. FLOOR CLEANOUTS (FCO): J.R. Smith 4020 series, cast iron cleanout with cut—off ferrule, neoprene or lead seal, brass plug, adjustable housing, round nickel brass secured frame with tile flange, completely vandal —proof. Provide recessed cover for tile as required. HEAVY DUTY FLOOR CLEANOUTS (HDCO): J,R, Smith 4237—M series, adjustable cast iron, gasketed and doubled flanged housing, heavy duty iron cover. WALL CLEANOUTS(WCO): J.R. Smith 4472 series cast iron cleanout tee, countersunk brass plug with round secured 18 gauge stainless steel cover and stainless steel vandal —proof setting screw. RISER CLEANOUT (RCO): J.R. Smith 4510 series cast iron cleanout ferrule with rough brass cleanout plug for use above ceiling, exposed vertical lines or horizontal lines. Ensure ample clearance at cleanout for rodding of drainage system. Provide bolted coverplate cleanouts on vertical rainwater leaders only. WATER HAMMER ARRESTERS Water hammer arresters shall be installed on supply piping to dishwashers and other quick closing valves and devices. Water hammer arresters shall be installed at plumbing fixtures. Water hammer arresters shall be as manufactured by Sioux Chief, Precision Plumbing Products, Watts, Mifab or Zum. Refer to schedule on drawings. Water hammer arresters shall be ASSE 1010 compliant, maintenance free, approved for sealed wall installation with no access panel. BACKFL0141 PREVENTFR (BFP-1 & BFP-2) Furnish and install where hereinafter called for and where shown on the plans, reduced pressure principle backflow preventers. Bockflow preventers shall be Watts, Febco or Wilkins equal to Watts Series No. 909S—OTfor sizes 2" and smaller, and 909S—O.S.&Y for 2-1/2" and larger and shall be suitable for 175 psi normal working pressure at temperatures up to 110 degrees F ASSE 1013. Valve bodies shall be either bronze, fused epoxy coated cast iron, or galvanized cast iron. Valve internals shall be constructed of bronze and stainless steel and shall have replaceable bronze seats. Springs for relief zone shall have retainer clips or be captured. Provide strainer and stop valve upstream and stop valve downstreamas furnished by manufacturer. Provide union to allow removal of backflow preventer. Provide a drain line to nearest floor drain or other suitable termination point. Waste connection shall be a fixed air gap fitting with a threaded connection. Backflow preventers shall be full line size. TRAP PRIMERS ON LAVATORIES On lavatories as shown on drawings. Furnish and install trap primers to serve the floor drains indicated. Design has been based on Sioux Chief Trap —Ease Model # 213-092 trap primer tail piece. 1-1/4"x6" with %" nominal branch connection chrome finish. Trap primers shall be Precision Plumbing Product, Sioux Chief, Mifab or Watts. TRAP PRIMER (TP-1)_ — Furnish and install trap primers to serve the floor drains indicated. Design n shall and P— brass construction models P 1 and 2 Plumbing Products , Precision has been based on operate based on fluctuating water pressures. Trap primers shall be Precision Plumbing Product, Sioux Chief, Mifab or Watts. THERMOSTATIC MIXING VALVE TMV-1) Powers or equal to E4800 mechanical mixing valve set for 110'17 maximum temperature hot water. THERMOSTATIC MIXING VALVE (TMV-2) — Furnish and install, on the emergency shower inlet, a cabinet mounted thermostatic mixing valve. Haws Model 9202, flow up to 40 GPM at 10 PSI pressure drop, rough brass, stops and checks on inlets. Thermometers on inlets and outlet. Fall safe back—up system shuts off incoming hot water should cold water supply fail. Equal products by Powers, Leonard or Symmons ore equally acceptable. EMERGENCY SHOWER (ES-1) — Haws model # 8309WC barrier free emergency shower and eye wash. Unit shall include stainless steel head, stay —open brass ball valve, pull rod valve actuator, universal emergency sign. Stainless steel eyewash bowl with wash heads and covers, stay —open brass ball valve, push flog valve actuator. 1-1/4" supply. ACID NEUTRALIZA11ON BASIN (ANB-1) — Furnish and install Schier Products LB-50 high density polyethylene neutralization tank. Threaded access cover. Tank lid shall be air —tight. cu.,n rnl.in fco_11 Julvlr rumr `ar—Ij Furnish and install where shown on plans a simplex submersible sump pump. Design has been based on Weil Pump Company. Equal products of the following manufacturers are acceptable: Zoeller, Aurora or Federal. Sump pump shall include and comply with the following: Pump and motor housing shall be cost iron construction, Pump and motor shall be suitable for continuous duty. Non —clog vortex impeller. Air filled hermitically sealed shaft. Pump components shall be selected for the duties intended. See plans for areas and equipment being served. Pump shall be Weil Model #1413. 2" pump discharge, 20 GPM at 27.5 ft. head, 3/4 HP, 115 volt, single phase. END OF SECTION HANE PACA PIFING MATERIAL MAX. XC RIZOoNTAL SPACING (FT.) MAXVERUCAS. SPACING (FT.) BRASS 10 10 CAST IRON I 5 a I 15 COPPER OR COPPER ALLOY 12 15 COPPER OR COPPER ALLOY TUBING, 1,Y" OR SMALLER 6 10 COPPER OR COPPER ALLOY TUBING, 1y" AND LARGER 10 10 CPVC PIPING OR TUBING, 1)/" AND LARGER 4 10 b GALVANIZED STEEL 12 15 For S1: 1 inch = 25.4 mm. 1 foot = 304.8 mm. a, The maximum horizontal spoing of cast—iron pipe hangers shall be increased to 10 feet where 10—foot lengths of pipe are installed. b. 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NO PART OF THIS MRKMAY BE G REPRODUCEDVATHOUTPRIORWRITfEN PERMISSION FROM g�/ I GMA ARCHITECTS, INC. LU n- I SHEET NUMBER h z ! PLUMBING SCHEDULES & co `� SPECIFICAT IONS 1. COVER #OR-24 WITH STEEL FRAME 4"INLET- 4"OUTLET ACID N EU I RALI ZATI ON BASIN NO SCALE (DIAGRAMMATIC ONLY) POWER CORD W/3-PRONG PLUG HE GFI RECEPTACLE BY E.C.--�—I GROUT WATER j TIGHT (TYP.) 3"PVC '2�z INLET FROM FLOOR DRAIN ON / OFF FLOAT CONTROL NEENAH FOUNDRY HEAVY DUTY CAST IRON SOLID COVER W/GASKETED SEAL FIN. GRADE r2"VENT =_ 2"PUMP DISCHARGE LINE TO MOP BASIN IN JANITOR'S CLOSET IN SHIPPING OFFICE AREA. 24" 0 x 60" LONG REINFORCED CONC. PIPE SECTION s STOP VALVE / CHECK VALVE 2'-0,. UNION SUMP PUMP 6" CONCRETE BASE SUBMERSIBLE SIMPLEX DRAIN TILE SUMP PUMP DETAIL NO SCALE HEAVY-DUTY COVER AND VANDAL -PROOF SCREWS j4 REINFORCING ROD -CONTINUOUS V �7 RISER CLEANOUT WITH EXTRA DEEP ACCESS FRAME AND COVER J.R. SMITH 4262 9" THICK CONCRETE PAD MIN. 14" X 14" THOROUGHLY COMPACTED SOIL LONG SWEEP 1/4 AROUND RISER FOR SUPPORT BEND OR COMB. "Y" & 1 8 BEND DEPTH -VARIES AS / REQUIRED I y T Ti i T T T -----------�ffi ITT'__ 1,J--------- SAME SIZE AS MAIN OR 6" MAXIMUM GRADEC NoSCA tANOUT HEAVY-DUTY COVER AND VANDAL -PROOF SCREWS #4 REINFORCING ROD -CONTINUOUS S RISER LONG SWEEP 1/4 BEND OR COMB. "Y" & 1/8 BEND CLEANOUT WITH EXTRA DEEP ACCESS FRAME AND COVER J.R. SMITH 4262 FLANGE 'HEAVY DUTY CLEANOUT (HDCO) NO SCALE 4" FLOOR DRAIN i CONCRETE SLAB - v `h _ TRAP PRIMER PORT �> �t 4" 3" NO -HUB BAND- X ` 5-1/2" 13-1/2" 4" P-TRAP �1-1/2" FLOOR DRAIN DETAIL NO SCALE UP I 0 20' WATER HAMMER TYPICAL ARREST RISERS BRAINES � i �� U BRANCH LINES OF 20 FT. OR LESS - THE WATER HAMMER ARRESTER SHALL BE PLACED AT THE END OF THE BRANCH LINE BETWEEN THE LAST TWO FIXTURES SERVED. WATER HAMMER SIZE BASED ON TOTAL FIXTURE UNITS ON BRANCH LINE. OVER 20' - WATER HAMMER ARRESTS TYPICAL RISERS-; BRAN£ INES [1 V [7 1� J�7 1� J�7 14 z 4 BRANCH LINES EXCEEDING 20 FT. - AN ADDITIONAL WATER HAMMER ARRESTER SHALL BE PLACED AT THE MID -POINT OF THE RUN LONGER THAN 20'. THE SUMS OF THI= TWO WATER HAMMER ARRESTERS SHALL BE EQUAL TO OR GREATER THAN THE TOTAL FIXTURE UNITS ON BRANCH LINE. WATER HAMMER ARRESTER DETAIL NO SCALE MEDIOM-DUTY COVER AND SCREWS CONCRETE FLOOR P a P P , A A A IN t. RISER LONG SWEEP 1/4" BEND OR ! COMB. "Y" AND 1/8" BEND CLEANOUT AND COVER J.R. SMITH 4020 SERIES • 4 'd 4 •� v 4 4 - 4 '4- THOROUGHLY COMPACTED SOIL AROUND RISER FOR FOR SUPPORT •I i OFFICE AREA FLOOR CLEANOUT (FCni NO SCALE' COLD WATE HW;,P-1 ; HOT WATER ' BALL VALVE i 4" ' THERMOMETER r ' �f;• BALL VALVE �-� HEAT TRAP ---DIELECTRIC UNION EXPANSION TANK (ET-1) �I DIELECTRIC UNION Ii TERMINATE DRAIN LINE i ABOVE FD-3 WITH FUNNEL NOTE: WATER HEATER DWH-1 NO VALUING IS ALLOWED & DWH-2 BETWEEN THE EXPANSION r TANK AND THE WATER , I; HEATER. TANK DRAIN VALVE WITH HOSE THREADS VERIFY ALL PIPING COMPLIES W'll�l MANUFACTURER RECOMMENDATIONS. DATER HEATER PIPING DIAGRAM NO SCALE (DIAGRAMMATIC ONLY) PROVIDE SS CLAMPING RING & HOOD PER MFR'S RECOMMENDATIONS FOR HCA S T ACKS ONLY STAINLESS STEEL <' k> 915-AN `'P O"(AN 12" CLEAR I j FROM ANY WALL, CURBS, OR !' OTHER PIPE) ! TPO FLASHING PER ROOFING MFR'S sEH2B'I�'Lq 56ONS =i ROOF SYSTEM SCHEDULED ROOFING INSULATION !METAL DECK, SEE STRUCT. DWGS. PIPE 0 OINSULATION (SEE SPEC FOR TYPE & THICKNESS) PRE -FORMED HIGH DENSITY CALCIUM Q SILICATE INSULATION INSERT. (EXTEND 1"MIN. BEYOND THE SHIELD TO FACILITATE PROPER BUTT JOINT SEALING -PLACE AT HANGER.) OFACTORY APPLIED VAPOR -BARRIER JACKET SECURING TWO INSULATION SECTIONS TOGETHER. OGALVANIZED STEEL JACKETING (FIELD APPLIED) OSHEET METAL SHIELD (8"LONG FOR PIPES 1/2" TO 1-1/2" AND 12" LONG FOR PIPES 2" AND LARGER) OWOOD BLOCK OR WOOD DOWEL INSERT (PLACE AT HANGER) OJ-HANGER HANGER (SIZED TO FIT AROUND PIPE COVERING O,D.) OSTEEL HANGER ROD, SUPPORT FROM STEEL BEAM, JOIST OR CHANNEL IRON BETWEEN (SEE SPEC FOR SIZE). 10 LOCKING NUT (SUPPORT NUT HIDDEN) INSULATION AT PIPE SUPPORT NO SCALE CAST IRON DOME ROOF DRAIN MEMBRANE CLAMP ASSEMBLY EXTEND MEMBRANE DOWN TRIM INSULATION 24" IN INTO SUMP ALL DIRECTIONS (IF PRETAPPERED INSULATION THREADED ROOF IS NOT USED) FOR POSITIVE DRAIN EXTENSION TAPER SLOPE TO DRAIN, INSULATION ROOF MEMBRANE ROOF SUMP RECEIVER mmi H17 ANGLE IRON FRAME RUN PIPE INSULATION UP TO UNDERSIDE OF SUMP RECEIVE INSULATION BOLTED CLEANOUT EXPOSED ALL HORIZONTAL PIPING SHALL BE INSULATED J N K:, .r_- SLOPE AS SHOWN _ ON PLANS WOOD BLOCK UNDER HANGER TO PROJECT INSULATION SECONDARY FLASHING "L' CLAMP METAL ROOF DECK SHAPED UNDERDECK CLAMP HAr NO —ES VENT TH R U ROOF 1. ROOF DRAIN INSTALLATION METHOD AND PROCEDURES SHALL BE CONSISTANT WITH TYPE OF ROOF TO BE INSTALLED AND NO SCALE I COMPLY WITH ROOFING MANUFACTURERS INSTALLATION REQUIREMENTS. l 2. ALL HORIZONTAL STORM PIPING SHALL BE INSULATED. TYPICAL ROOF DRAIN AND INTERIOR DOWNSPOUT INSULATION DETAIL NO SCALE i N � � U m W Q ti � w �rn to I Q wa H5-@ U o , Q❑8co 0 002c UZOd C-4 o�Q2 ooes °�_ zal LLI w n W WOWJZWWW QZOI FQ-JmZ _j < UC7 W' 07 ww W QCL Z %�-OZLu Uc�Q2���' W��'--, Z W❑ Q— I Q U I. z I— EE U � w a I I; I la 1. i r tin d, , U c0 N i coo Z N U ❑ � ' i Qooi w W d:wmoe�°f uf7 W O oo�pZ�8_,QwZoa� �z (oc,O �(7U d WOQOUI I V IWi�❑O� J WQO�QI ! O OK W(7!ME -HOQWWI 2 W P-w NOZ�0u-C) �. U) Z)mzlnZI-Wd f zw 0 •.O— Lol— .. ❑cgcS uCNq nco0, I Z Q0 I! C0 Z) z k Z U _ ®� cw) �. CD ®A o Go, o i r Y O i.. 0C 1 z C— 7 ~oco� ® O z U < In ❑ Q rn 0 1 t O — M4m F C.)�E2� U._��� W `10 2 Up�o� 0 0 Lla Z J M —_. rn u) 4i LL I� 7� L W C0 Za W (o z �o ® Z� D coLLJ L�Le J IZ Lo r 0 CV 0 f` 0 W I-- Sd� W IL C.D .J m IW • i JOB NO: SJ1518 i PE: DDT �I I DATE: 07.09.2015 j �k REVISiONs A I �1 THIS DESIGN AND THESE DRAYANGS AM THE PROPERTY OF I+ OMA ARCHITECTS. INC. NO PART OF THIS WORK MAYBE REPRODUCED WITHOUTPRIORWRITTENPERMISSION FROM GMA ARCHITECTS, INC. I SHEET NUMBER I la' PLUMBING DETAILS 4" VTR I 1 2" I` 4 1 `'\ 2" I W6a » 2" PLUMBING KEYED NOTES: Q1 CONTRACTOR TO FURNISH AND INSTALL THERMOSTATIC MIXING VALVE (TMV-1) ON LAVATORY BELOW SINK TO PROVIDE 105 (ADJ.) HOT WATER. F2 FLOOR DRAIN SHALL HAVE TRAP PRIMER. TRAP PRIMER SHALL BE SIOUX CHIEF "TRAP -EASE" NO. 213-092 TRAP PRIMER TAIL PIECE. 1-1/4"x6" WITH 1/2"NOM. BRANCH CONNECTION, CHROME FINISH, INSTALL ON WASTE PIPING FROM NEAREST LAV. SEE ISOMETRICS. 0 ROUTE 2" PUMP DISCHARGE LINE FROM STORAGE BUILDING UP IN CHASE, THRU THE WALL, AND TERMINATE INTO MOP BASIN. \ / I \2 I \� 2» I \\ �,a ///� 4»-1 l\ ff2» UNISEX y RESTROOM \ I � / 4' I 2�$' 2 I I 1os " \ `{C 112�9' �` \ 1y7(80'F) �� 2"_2" 4\\ JANITOR » 105 ) 4 / I ` 201 \ 2 n V 1 21 y �1 _ _ _ — _ — � / - 4" RESTROOM `1\ \ F2 I F � r 1y".t I'102»`\ RESTROOM 108 I 1 :TTDP". I (DAASTE 4 VENT R I SER D I AORAM NO SCALE 3"VTR 2"� �I MEN'S / / 1-1 2 I RESTROOM 2� „ /I I 131 � I I 1 2V I -of 1y» Vet 2"PUMP DISCHARGE FROM I �/ 12� l Y /"TI' V FIRE PUMP HOUSE ( 2» i-1�'�' Rat "I � t l I / 3" / 2tp I I 2" 4» � WOMEN'S 3eF / 1,/" _W, `t 3 RESTROOM SCRUBBER 24 4" •t JANITOR SCRUBBER DUMP DRAIN i EWC�t -13a .q Q AASTF. 4 VENT RI 5ER D I AISRAM NO SCALE WOMEN'S Y" RESTROOM `108 TO WALL HYDRANT HOT $ GOLD AATER R15ER DIAGRAM NO SCALE MEWS RESTROOM 131 AV 1 , '/ �t » /, 2" 2 4" 1 i �, � y� WMHiA A� » 1 1 1 2� » R,t %" 4" IZ/ " 4 WHA-D y" a 2 Y 1 / ' Y. WOMEN'S I RESTROOM C�, 133 1"- I Y" 04 ,fie\ 2 SCRUBBER » I `-2 \ JANITOR 130 �2 Y / ij 1/" ( 134 ) � 1 , %2 `t Q HOT 4 GOLD AATER RISER DIAGRAM NO SCALE n 0 rn N U h m W 00 Q r M N ~ LO d) J co CO Y) V�QwQZ� �0:U- d NN U�<0 0 2(j) M-i �od .. W �gw Uw -_I co ' WOWaou-_jz E-1 Z I-w-jm Z�LL� QZ Q W a - ~ CO ?omZJF-wwwQ Q WQ W CL = Ho ZcU0 mix2i WZ�Z V7: I-U WLIM00 F w I- z w a M I � �O N (AXI`oUF- `� > W :�mo2www CLWmc, W Z i.WWu,'QUg?°- 000 z mace 01 'w00¢OU (� WCO_ Ii0wQ00cZCQ zOpOWOm~Qww �_ FQ}�za=Q LOofWI OZU Q>ZD �W�w cOnV�C9�U l I i�vi O`+'ONZr— C:)- z ON000C"4 U�i'0 0 I J Q W _ z i- Z Q i I » O W U— L h cQ O o �o 1trJ M M Q =� vo 0 0 < 0�cnoZO = 7 C3 z U 0 rn U F- � ti ! �dti o 4- & Z; 4 LL FW' O U) W � LL 00 O O ILL i— z W U Zo W Q0 o O Z V m �O o .._.. cy) 3: F- W O� z v NttIIP:; 1 `0 a C �r I JOB NO: SJ1518 PE: DDT I E DATE : 07.09.2015 REVISIONS A (I � C--)I f o' r: 0 1 W � I I. THS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF OMAARCHTECTS, INC. NO PART OF THS WORKMAY BE REPRODUCED WITHOUT PRKIRWRTREN PERMISSION FROM I B{/ GMAAPGHTECTS,INC. I Lu ,'I; 0 z 1� �M W 0 o p ■ ■ 0 N w J U £- m J M ,n Q cl) W N r d M to co rn F- ,n CO Q p Q. w D O M O° UQQW QZ-C° £� � O U- d N N wwv� U)-j2� ��° W0U 5-- Qw -jZ U O F-UJ-i Z W W W ZQZO Z W w W a� co a w L'=�F=-•O ZT�¢ O W:E W£.-�� zUwo �"<�I zoo Wes= uio==� �ZU F-�UULLMUU Z O _i U U z Iw- m d U � W W W OJ. I u O ,n o to rn O �✓ ZvN U c� rn Wco Lli�OC°rn �w �W J co Qm00° W wp�:�m0 z ooUaWVYMw rn Og0 .0� Q=UU) lJ wa0WC7��£-¢zuiw z° W z= z= F-. Z F-i M w z�� � j z U Q= Q> ffnn (DLLI LZi U)U)U�C�LLUFF-- (D N��m ZtnZF' W o cn z o c� co U o N U U� ( U I f f J Q U z U = O � U U� U O k 00 °rn c J�MQ _(0,LZ U O ,n F- A A ■ ■ ■ ■ / / ■ ■ Sao° 1 1 ~ �o °0 4ec anical I ra\A/In s for F3 F�mI z 1= 0 1: 1\ /k J c EE 1=001) I FZO ILI F3 0 F :3 17!5 Li 1 \1)4 i /k\l E i i O ,i o z M a 74 S o ()l I I Imi XA/INFI ()p, U `< Vy(M rn � a �.r v ■ ■ ■ r r ®■ ■ ` ■ v v V ■ ■ :r o 2 y 0-� F- J U U J CC M W _ = LL F- Lu Y O = T ..J.� .4.ti. .e. U m5N 0 0 g LL z co i 5 i I 1� DESIGN CRITERIA► PROJECT KEY PLAN DRAWIi�G I ®EX f► DESIGN TEMPERATURES ;i f j COOLING: - DWG # DESCRIPTION OFFICE: 750FAT 91.40DB/73.30WB OUTDOOR..................................................................._............_............._............................................................._..............................__...._................................................_............................._ M0.1 COVER SHEET f DRY STORAGE: 72°F AT 91.40DB/73.30WB OUTDOORt' ~'` O E ? M0.2 ABBREVIATIONS, GENERAL NOTES AND SYMBOLS IL ! COLD DOCK: 36°F AT 91.40DB/73.30WB OUTDOOR i I r I'KtCLCK:- 'IU -r" HI y"1.4-Ub//,5.,J-VVb UU I UUUN ! (..... ' # w i - ; ' I... M1.1 OVERALL MECHANICAL FLOOR PLAN I— I HEATING: ..... :.::...' s. W OFFICE: 70°FAT 4.1°F OUTDOOR I OVERALL MECHANICAL ROOF PLAN W z DRY STORAGE: 55°F AT 4.1 OF OUTDOOR - .: 4 « ° a < . -> <... -:: M2.1 ENLARGED FLOOR PLANS "I co t i > i S U > THERMOSTAT ACCURACY: ±2°F ' ' ` _ :.r. ` ` ` ` ` ' }' ` ' ` i ENLARGED COLD DOCK FLOOR PLAN Oz z r I� ..... <....� ...... a .. 1> ° ; y .. s... ' t_; '....' ...y s. .._ E f e : a < .... BUILDING MATERIAL PROPERTIES i . . , < :.E�. ; : ,� r ' ' > ,z , cr M2 3 ENLARGED FREEZER FLOOR PLAN s > a.. r...; ....a ;.. ...s::::... U-VALUES: .. "... -0... .... o WAREHOUSE: i 4 ... : j... 3 ..I i . I. ° a .. . LL• z WALL: 0.108 BTUH/ F-FT ; ; < > : , ; M3.1 SCHEDULES Lo ROOF: 0.056 BTUH/ F-FT M4.1 DETAILS :i • COLD DOCK: i ...�.; ... .' ... ....i ¢... ; £....,:..�p...; :... `.. `.. il................ it 3- O TAILS WALL. 0.042 BTUH/OF-FT ._. ROOF: 0.042 BTU H/° F-FT-- FREEZER: ..... WALL: 0.027 BTUH/°F-FT ........._. — ROOF: 0.027 BTUH/OF-FT INTERNAL HEAT GAIN ASSUMPTIONS LIGHTING LOAD: ® OFFICE: 1.5 WATTS/SF PROJECT MAP DRY STORAGE: 0.75 WATTS/SF COLD DOCK: 1 WATTS/SF `- FREEZER: 1 WATTS/SF' IOR NO .114'�4A MISCELLANEOUS LOAD: pr i, ENG : C. ROSS OFFICE: 0.5 WATTS/SF DATE : 07.09.2015 DRY STORAGE- 0-25 WATTS/SF - f - -- - - PROJECT COLD DOCK: 1.5 WATTS/SFr fi Q FREEZER: 1.4 WATTS/SF � LOCATION 1 REVISIONS Lo a o PEOPLE LOAD: k� O 250 BTUH SENSIBLE 200 BTUH LATENT i NN CD : a APPLICABLE CODES W j I 2003 INTERNATIONAL MECHANICAL CODE 2003 INTERNATIONAL BUILDING CODEly ,ri SHEET NUMBER ... .3«.�,`.;;....- ;*,v"rn":"�: >....:c::'..4. f'ir.. -<. .a`ixi?;"r.^.'":rs::n.;."`.'Ks..'',;•.:.'Cz.'ia°5�..:° : ;.z <. ...��.°>;.;At�.,'_ .. „ COVER SHEET D m n_cnll=a n i KInTPq L7 C 1,4 [--1 Xf-X LL I V I I- L., 1 I !-I I V I V/ % L._ 1 V V I `-. %-, GENERAL MECHANICAL NOTES 1. THESE DOCUMENTS ARE INTENDED TO PROVIDE ALL DRAWINGS, NOTATION, DETAILS, AND SCHEDULES NECESSARY FOR THE INSTALLATION OF A COMPLETE HVAC/REFRIGERATION SYSTEM. THESE DOCUMENTS ARE PREPARED TO EXCLUDE ALL WORK NOT SPECIFICALLY INCLUDED IN THE SET. IN GENERAL, WIEGMANN ASSOCIATES INC. (WAI) SCOPE OF WORK IS LIMITED TO THE INSTALLATION OF PIPING, DUCTWORK, AND THE INCIDENTALS AND ACCESSORIES DIRECTLY RELATED TO THESE COMPONENTS. 2. WAI SPECIFICALLY EXCLUDES THE RESPONSIBILITY OF DESIGN, PROCUREMENT, PURCHASING, AND INSTALLATION OF THE FOLLOWING: ELECTRICAL POWER, TEMPERATURE CONTROL, CONTROL INTERLOCK WIRING, ROOFING SYSTEMS, BUILDING STRUCTURE, BUILDING ENVELOPE, PLUMBING SYSTEMS, HOISTWAY VENTING, SMOKE CONTROL, AND MONITORING (OF ANY SYSTEM OTHER THAN HVAC BY WAI), UNLESS SPECIFICALLY NOTED AND DETAILED IN THIS DOCUMENT SET. 3. EQUIPMENT AND DEVICE LOCATIONS (UNLESS DIMENSIONED) ARE APPROXIMATE AND NOT INTENDED TO BE SCALED FROM DRAWINGS. ALL EQUIPMENT AND DEVICE LOCATIONS TO BE IDENTIFIED BY WAI AND COORDINATED BY THE GENERAL CONTRACTOR (GC) / CONSTRUCTION MANAGER (CM) FOR CONFLICTS WITH OTHER BUILDING SYSTEMS. ALL CONFLICTS AND CONCERNS ARE TO BE REFERRED TO WAI. 4. ALL PIPING INSTALLATION SHALL BE IN COMPLIANCE WITH INTERNATIONAL MECHANICAL CODE, EDITION LISTED ON M0.1. _.._ _ --- __ ., rr,r,r AKIM Aoo�nn0l � Al I I nncG olGrpz AQ NFrGC.qARY FnR Al I EQUIPMENT FURNISHED BY WAI. 5. INSTALLING MECHANICAL SUB-CUN I KAU I UK JI-I/AL.L Kt�alVt, a 1 Urcc, r�rvu r\oor_IvloL� r,LL � ' -• • • _ 6. INSTALLING MECHANICAL SUB -CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPING, VALVES, SPECIALTIES, SUPPORTS, STOPS, HANGERS, TRAPEZES, ETC. AS SHOWN ON THE DRAWINGS OR OTHERWISE AS NECESSARY TO MAKE A COMPLETE AND WORKING SYSTEM. 7. THE TERMS "FURNISH, INSTALL, AND PROVIDED" AS USED IN THESE DOCUMENTS ARE CONSIDERED TO INCLUDE ALL ITEMS REQUIRED TO PROVIDE A COMPLETE INSTALLATION AND WORKING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS UNLESS OTHERWISE NOTED. 8. MECHANICALLY "INSTALL" INCLUDES, BUT IS NOT LIMITED TO, ANCHORING TO ITS FOUNDATION OR CEILING, LEVELING, ALIGNING, GROUTING, AND CONNECTING TO DUCTING AND PIPING AS SHOWN ON DRAWINGS. _ r,r r mnnc urn nnrn Inle-rnl I en MV TW. = INIQTAI 1111�1r NAFrH 9. ADDITIONAL REFRIGERANT AS REQUIRED I U I -ILL I t1t JYJ I t1v1J J1 1/�LL BE FURNlonw ANU II Q I ALL��. � I I , .�' • �= • � ANIC AL SUB -CONTRACT 10. PIPE, SHEET METAL, AND EQUIPMENT SHALL BE INSTALLED TO MAINTAIN A MINIMUM CLEAR HEIGHT OF 30'-0" AFF IN THE DRY STORAGE AND 28'-0" AFF IN THE FREEZER/COLD DOCK. DUCTWORK NOTES 1. DUCTWORK TO BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS, CURRENT EDITION. 2. DUCTWORK CONSTRUCTION AND INSTALLATION TO BE IN COMPLIANCE WITH INTERNATIONAL MECHANICAL CODE, EDITION LISTED ON M0.1. 3. FLEXIBLE CONNECTOR DUCTWORK LENGTHS TO BE LIMITED TO 8' FOR DUCT SYSTEMS. LOW PRESSURE FLEX DUCT CONNECTIONS TO BE MADE WITH NYLON PULLS AND INSULATION TO BE PULLED OVER NYLON PULL AND TAPED TO DUCT/DIFFUSER. i�r-,v ,nnTu CI_`I ncc 4. ALL LOW PRESSURE SUPPLY AIR FLEXIBLE CONNECTOR DUCTWORK SHALL BE'THERMAFLEX' "G-KM" LOW PRESSURE INSULATED FLEXIBLE DUCT VfV0RK vvI I n F10 C f\V Lr1JJ INSULATION AND VAPOR BARRIER. DUCTWORK COVERING SHALL BE IN COMPLIANCE WITH INTERNATIONAL MECHANICAL CODE, EDITION LISTED ON M0.1. 5. ALL HARD ROUND LOW VELOCITY SUPPLY AIR DUCTWORK TO BE RIGID ROUND GALVANIZED DUCTWORK WITH A MINIMUM OF 26 GAUGE. 6. PROVIDE FLEXIBLE CANVAS CONNECTIONS AT ALL SUPPLY, RETURN, OUTSIDE, AND EXHAUST AIR DUCT CONNECTIONS TO ALL VIBRATING EQUIPMENT, I.E. RTU, EF, AND TEF. COOLING COIL CONDENSATE PIPING NOTES 1. REFRIGERATION CONDENSATE PIPING TO BE TYPE "L" COPPER PIPE IN FREEZER AND PVC IN COLD DOCK/AMBIENT WAREHOUSE. PIPE SHALL BE INSULATED WITH "RUBATEX" ,C neEn rEl I FI GXIRI F INg111 ATION OR EQUAL. HEAT TRACE FOR EVAPORATOR CONDENSATE PIPE SHALL BE FURNISHED AND INSTALLED BY THE INSTALLING MECHANICAL SUB -CONTRACTOR PRIOR TO INSULATION. SLOPE CONDENSATE PIPE AT A MINIMUM OF 1/8" PER FOOT 2. CONTRACTOR SHALL RUN CONDENSATE DRAIN FROM RTUS TO P-TRAP AND DRAIN ON ROOF REFRIGERANT PIPING NOTES 1. REFRIGERANT PIPING SHALL BE TYPE "L" CLEANED AND CAPPED COPPER PIPE. REFRIGERANT PIPE, FITTINGS, SPECIALTIES, CONNECTIONS, ETC. SHALL BE INSULATED WITH "RUBATEX" CLOSED CELL FLEXIBLE INSULATION OR EQUAL. AT INSTALLING MECHANICAL SUB -CONTRACTORS OPTION, FIBERGLASS INSULATION MAY BE USED INDOORS ONLY. 2. REFRIGERANT PIPE RISERS SHALL HAVE TRAPS AS REQUIRED FOR OIL MANAGEMENT AND BE SIZED FOR APPROPRIATE VELOCITY TO ENSURE OIL RETURN TO COMPRESSOR. REFER TO EQUIPMENT INSTALLATION MANUAL FOR DETAILS. GAS PIPING 1. GAS PIPING TO BE SCHEDULE 40 BLACK (STEEL) FOR SIZES 2-1/2" AND LARGER TO BE PLAIN ENDS AND JOINED BY WELDING. FOR SIZES 2" AND SMALLER TO BE NPT 'THREADED & SCREWED' ENDS AND FITTINGS. 2. GAS PIPING TO BE RUN IN SPACE (BELOW ROOF) AND PENETRATE ROOF AT EQUIPMENT. TEST AND BALANCE 1. CONTRACTOR SHALL FURNISH A COMPLETE AABC, NEBB, OR TABB CERTIFIED AIR BALANCE. CONTRACTOR AND EMPLOYEE PERFORMING AIR BALANCE SHALL BOTH BE CERTIFIED. DETAIL REFERENCE TAG SHEET S-1 100 8"0 DIFFUSER TAG (TYP OF 4) EQ EQUIPMENT TAG NO OTHERMOSTAT 10x8 RECTANGULAR DUCT 80 ROUND DUCTWORK 8f6 10x8 RECTANGULAR TO ROUND TRANSITION SYMBOLS R DUCT RISE (R) OR DROP (D) IN DIRECTION OF ARROW SUPPLY AIR DOWN SUPPLY AIR UP RETURN AIR DOWN RETURN AIR UP RECTANGULAR ELBOW RECTANGULAR ELBOW W/ TURNING VANES ROUND ELBOW 2. REPORT FORMS: USE STANDARD TAB CONTRACTORS FORMS. SHOW DESIGN, INITIAL, AND FINAL VALUES. 3. ASHRAE COMPLIANCE: APPLICABLE REQUIREMENTS IN ASHRAE 62.1, SECTION 7.2.2 - "AIR BALANCING" 4. EXECUTION: 4.1 - EXAMINE SYSTEMS FOR INSTALLED BALANCING DEVICES AND VERIFY LOCATIONS ARE ACCESSIBLE. 4.2 - EXAMINE APPROVED EQUIPMENT SUBMITTALS AND DESIGN DATA. 4.3 - EXAMINE CEILING PLENUMS FOR LEAKAGE TO EXTERIOR OR ADJACENT SPACES. 4.4 - EXAMINE DUCTS TO VERIFY THEY MEET LEAKAGE CLASS PER SMACNA. 4.5 - EXAMINE HVAC FILTERS AND VERIFY BEARINGS ARE GREASED, BELTS ALIGNED AND TIGHT, AND EQUIPMENT WITH FUNCTIONING CONTROLS IS READY FOR OPERATION. 4.6 - EXAMINE COILS FOR CLEANLINESS. 4.7 - REPORT ANY DEFICIENCY IN CERTIFIED REPORT. 5. TOLERANCES: 5.1 - SUPPLY, RETURN, EXHAUST AIR: ± 10% INSULATION 1. PIPE 1.1. EXTERIOR PIPE: 1%2 "RUBATEX" WITH 0.02" THICK, SMOOTH FINISH ALUMINUM JACKET 1.2. INTERIOR PIPE: 1" "RUBATEX" 2. DUCT 2.1. ALL SUPPLY, RETURN, OUTSIDE AIR, AND EXHAUST DUCTWORK SHALL BE WRAPPED WITH 1 Z' FOIL FACED DUCT WRAP WITH VAPOR BARRIER AND A MINIMUM R-VALUE OF 5. INSULATION SHALL INCLUDE COVERING AIR DEVICES (IF NOT SCHEDULED TO BE FURNISHED WITH INSULATED BACK PAN). 2.2. IF LINED (AS DESIGNATED BY SHADED FILL) DUCT LINER IS TO BE 1" THICK 2# DENSITY WITH A MINIMUM R-VALUE OF 5, UNLESS NOTED OTHERWISE. INTERNAL ACOUSTIC DUCT LINER 1. DUCT LINER SHALL BE TESTED IN ACCORDANCE WITH TEST METHODS ASTM C423, TYPE 'A' MOUNTING AND HAVE ABSORPTION COEFFICIENT PERFORMANCE EQUAL OR GREATER THAN THE TABLE BELOW: THICKNESS 125 HZ 250 HZ 500 HZ 1000 HZ 2000 HZ 4000 HZ 1" 0.09 0.31 0.67 0.91 1.0 0.98 2" 0.20 0.57 1.01 1.03 1.0 1.0 2. ACCEPTABLE PRODUCTS ARE: MANVILLE PERMACOTE LINACOUSTIC STANDARD, OWENS CORNING AEROFLEX PLUS TYPE 200, AND KNAUF LINER M. 3. DUCT LINER SHALL MEET ASTM C1071 AND G21 TEST METHOS, NOT TO SUPPORT MICROBIAL GROWTH. IN ADDITION, PRODUCT SHALL BE IN COMPLIANCE WITH NFPA 90A, 90B, AIND FHC 25/5V ELECTRICAL/TEMPERATURE CONTROLS 1. UNLESS NOTED OTHERWISE, EQUIPMENT STARTERS, SERVICE DISCONNECTS, POWER FEEDERS, CONTROL SYSTEMS BRANCH, CIRCUIT POWER, DUCT SMOKE DETECTOR POWER AND INTERLOCK WIRING, AND INTERFACE WIRING TO BUILDING FIRE ALARM SYSTEMS ARE PROVIDED BY THE ELECTRICAL CONTRACTOR. 2. SMOKE DETECTORS & AUDIO VISUAL ALARMS, IF REQUIRED, ARE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR (UNLESS NOTED OTHERWISE ON MECHANICAL SCHEDULES AS FACTORY INSTALLED). 3. GENERAL THERMOSTAT & SENSOR LOCATIONS ARE SHOWN ON DRAWINGS. LOCATE DEVICES ADJACENT TO AND AT THE SAME HEIGHT AS THE RESPECTIVE ROOM LIGHT MAINTAIN IglIpl, nE7 all nIo conrG PC=T%/VGGNI Al I TI-IFRNAin.qTATS FROM ELECTRICAL SWITCHES. ANY THERMOSTAT MOUNTED ON AN EXTERIOR WALL OR A WALL SWITCHES. IVIIIVIIVIVIvI lJr v r"I� �rr,v� �� , �.� - - -- WITH AN UNCONDITIONED SPACE ON OPPOSITE SIDE SHALL HAVE INSULATION INSTALLED BEHIND IT. 4. TEMPERATURE AND PROCESS CONTROL WIRING WILL BE INSTALLED IN ACCORDANCE WITH LOW VOLTAGE, CLASS 2 GUIDELINES USING CABLE APPROVED FOR USE IN PLENUM APPLICATIONS, IN ACCORDANCE WITH NEC, CURRENT EDITION. 5. POWER FOR ELECTRICAL HEAT TAPE SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 6. POWER AND INTERLOCK WIRING FOR REFRIGERATION EQUIPMENT IS BY THE ELECTRICAL CONTRACTOR. MANUAL VOLUME DAMPER BELLMOUTH FITTING 45' SHOE TAP SPIN -IN FITTING (SIDE OF DUCT) SPIN -IN FITTING WITH DAMPER (SIDE OF DUCT) SPIN -IN FITTING WITH DAMPER (BOTTOM OF DUCT) ROUND FLEX DUCT SUPPLY DIFFUSER RETURN DIFFUSER EXHAUST DIFFUSER DRAIN PIPING CONDENSATE DRAIN ABOVE FLOOR/GRADE CONDENSATE DRAIN BELOW FLOOR/GRADE PIPE UP PIPE DOWN FLOW DIRECTION AC ALTERNATING CURRENT ACC AIR COOLED CHILLER AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AMP AMPERE AP ACCESS PANEL AS AIR SEPARATOR B BOILER BDD BACKDRAFT DAMPER BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE BTUH BRITISH THERMAL UNIT (PER HOUR) CFM CUBIC FEET PER MINUTE CU CONDENSING UNIT CUH CABINET UNIT HEATER CR CONDENSER WATER RETURN CS CONDENSER WATER SUPPLY CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY DB DRY BULB ff ) DEF DRYER EXHAUST FAN EA ENTERING AIR TEMPERATURE,(F°) (DB/WB) EF EXHAUSTFAN EMS ENERGY MANAGEMENT SYSTEM ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EUH ELECTRIC UNIT HEATER EWH ELECTRIC WALL HEATER EWT ENTERING WATER TEMPERATURE ff) FCU FAN COIL UNIT FD FIRE DAMPER FF FINISHED FLOOR FPM FEET PER MINUTE FTU FAN TERMINAL UNIT GLP GAS LOAD PANEL GPM WATER FLOW, GALLONS PER MINUTE HD HEAD (FT) KEF KITCHEN EXHAUST FAN KW TOTAL UNIT POWER INPUT, KW LWT LEAVING WATER TEMPERATURE, (F°) MAU MAKE-UP AIR UNIT NC NORMALLY CLOSED n,In NOT IN' rnKI-r?ArT IVIV IVvi nv vv,v,„w NO NORMALLY OPEN NTS NOT TO SCALE CIA OUTSIDE AIR OBD OPPOSED BLADE DAMPER P PUMP RA RETURN AIR RH RELATIVE HUMIDITY RTU ROOF TOP UNIT (PACKAGED) SA SUPPLY AIR Sc SHADING COEFFICIENT SD SMOKE DAMPER SEN SENSIBLE COOLING CAPACITY, BTU/ HR TEF TOILET EXHAUST FAN THA TOTAL HEAT OF ABSORPTION, BTU/ HR THR TOTAL HEAT OF REJECTION, BTU/ HR TOT TOTAL NET COOLING AND HEATING CAPACITY, BTU/HR U HEAT TRANSFER COEFFICIENT LID UNDERCUT DOOR VAV VARIABLE AIR VOLUME TERMINAL UNIT VD VOLUME DAMPER WB WET BULB ff ) WPD WATER PRESSURE DROP, (FT) OF WATER o p W ,n J U � m O cl% w M M L?co N r s I` M Cn CO F- ,n J co �❑oa QQoc"o ¢aw zco O�E N N 0rrQO oar J ��a J u U w U W J x 1' Q u❑ Z U J❑ w Quj OJm <�--i- zw0` O I- [p CD z J ui uj of LU w U)wxx�xFz0�ax IrofHO ZOcnQ 2 I o0 w: uwo=� Z0ZU LL: z 0 JQ U U z F � o m a U w w w d � LL 0 0 ,n L0 ti ti1-401 VJ o 6WLJ cP v'000 UI L W m� o co co w Lu ¢mrn W W S , ~WRa z oo0oaz���5Yow _cawo ao Lu �Z(nUW(J LL❑OU z°wz �_jLL W z I z z n o z Q 2 0 2 w rrN w Jw 14coF30 C(D-u �z_ z oN0Ci co UU NUU>O'u )U J D < U U) z z U Q 0- U U U v co Lo >w :.> ❑ v µ a z o 0.50 v f= w co co Q '2`ot M v z O U Y Q g3 U UO n Q 1-z ,1 ; =oioO zA rQ ' 3 O O v Q O ZM V z uai v at :r n C, 0 (c0 V cn U J M W �- o o °' CL (� o 0 c? n z� rn u~i a ,f I �I I �I l 0 W LLI W U z� Lu o > co Q o O Q0 > ° co L0z U) ~� Vow"~� 0 W z 0 <<) < c> REVISIONS Q i I SHEET NUMBER M u', 2 ABBREVIATIONS, GENERAL NOTES, AND SYMBOLS 00 — — — — 1 EF 1 1 4 $'� • i L '� 1 • i � j.,. ?{ . :L L L o 44'-4" '4 5 6 r F 2 ; [ �•� .., l i 1 i 1 ; RTt �..: EF-4.2 i E I I i i a .T.. l J � I i T l f »i E i i I i i i ii i i E j i i i i i �i ° i i ° r1• 13 —2 i LM` ` LK II i L V i : i € € i i i i I i i Iji E w }' .., ....... ,9xabi i...- ...; i ( E j j< E % i I MAI, ;; i i E EF E 1 t trf E ie..roi ;i `LJ ri i i i E I i n i»i ❑ ii ; c y,,�;: i ; i i iE i i 2 EF 2 I I .: \.) .% Qf s MAU L:-,J i i E E • : -------------------- , E € ......... ............ACC _ .. ............ ..........g : i:...:..:...:.............. .......................::.:............ .......... ... .. . .... ............ ................ 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E y . y.. ; b:, i.«ni r+wei i i $. .....i ..............rl i i'• `.. 3 t S M i i N »i <' .p ................:.............._.......-ix............................................._.......................................,:....._...._............._..............._............_.-..._......_....-......-........... ....._ ..._...................._._. ... ownM .... .:..........::, ....:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;i , EF-... .. ......... ........ ........ i ................It. ....................................... ............................ .............................1......... ... r ......... Ell 1 »..: u ........... .. 1 I ....1......• .... .................. :.; .. ....... ..,. .............. ............ :.s EF RTu 5 I.� 1 EWH .,3E ,,,,,, i• or ?e i ; ,l i i.... i i ......:......................................................................................:::..................................................................... ................ ... .. ' E 1111Y1 IIYIY IIIIYI llfh. t� t� tt� tttt� tttt� tttt� y� !� 1 lo 19 -0 1. 32.1 i t : r• HJ MMI KEYED NOTES: �1 LOUVER TO BE MOUNTED WITH BOTTOM OF LOUVER HEIGHT OF 15'-0" AFF. 20 24X22 SUPPLY AIR OPENING FROM THE MAU. TRANSITION TO 32X30 AS SOON AS POSSIBLE. ENSURE ALL MECHANICAL EQUIPMENT/DUCTWORK ADHERES TO THE 30'-0" CLEAR HEIGHT REQUIREMENT. SEE DETAIL ON SHEET M4.2. �3 ASSUMED LOCATION OF GAS METER. ALL GAS PIPING SHALL BE RUN IN THE SPACE, TIGHT TO THE ROOF JOISTS. ® GAS CONNECTION TO MAKE-UP AIR UNITS IS 1 ". �5 MAKE-UP AIR UNIT'S REMOTE CONTROL PANEL FURNISHED FOR INSTALL BY THE ELECTRICAL CONTRACTOR. 1 OVERALL MECHANICAL FLOOR M1.1 1 "=30'—O" NORTH 1 0 -_ '► LO 0 N O O ti O I- w U) G w IZ (D z 0 CD S d to > rn U ( m > J M w Q r U) (0 0) F_ L9 � rn W o° E-�oCD 00 aw� UZma C'4 I wwUW �EjJ =10d Wowa atL-JZ U_l� Q jmm aF-LLE_, Z WU' Z OW u,w22 �21W-Z na= O' U W a _< W�� Z ?t2ZU �rUU EWiMUU Z O .Li U U O H w Z coU a W D W w a 0-1 o m LO to 1- a V J 00 M N 6 U v p ci ccy U V d rn W(n x O p to (n J M Uro) c0 Jmmcp�W tr) awLJ 0OOwz �a� a z OOto .(nt�OYCO wIt :3CrV w�pwZ w_j:F0wLLp QE Ei1 O}zWZ2--ZaWCL W a o 3 J D Z O Q?< W ZLL WWW0 C9OUW H \/ z WOmZNZF-W_`CD pc�cnU Uc�UUE�cAU �� J J < a �/ � VJ :D z U 3:OU � � Z 00 LL r-' . a p u 2 0 100)o v :!3 J � M Q U Z _CG z Q/ LL. 03 Q to a o ZZ cfi M U z z ~ O E Q J a O O 1.- v Z Z M U z 0)U a Z n p 92 coo co L 1� M UJ W = v ~ LU �— O co 0 L9 = a j � 2 U �? Z c'M Q rn O L.L ry w ~ Z w zCD W CD 0 O z� �- > U I IY O m NN --� I J. LO z ntfffwc � F_" W 0 0 z V , "0"' "NO 4uF° JOB NO: J14346 ENG : C. ROSS DATE: 07.09.2015+ REVISIONS 0 (l k Y-Z6mtOW::... ..... . ..:. :: ... .:....:: �... .:: SHEET NUMBER m 1 . 1 I OVERALL MECHANICAL FLOOR PLAN 1 M1.2 'NORTH KEYED NOTES: ❑1 UNIT+CURB HEIGHT: 60.722 INCHES ❑2 UNIT+CURB HEIGHT: 57 INCHES ❑3 UNIT+CURB HEIGHT: 68 INCHES ® UNIT+CURB HEIGHT: 50.25 INCHES E UNIT+CURB HEIGHT: 66.875 INCHES OVERALL MECHANICAL ROOF PLAN 1 "=30'-0" Lo O N O O t` O F- W (n W a O z 0 m 0 N 0 co W rn U I-- m co J M Lo � W Q M co co 0) � L J W O o Qpoa co c(D r.- U Q Q W a Z G. .. N W W U� D-1g� Q c- w O R Y Q LL p Z 0-0 co QF-�I- W U° CnmmZ JW WZ�uJaW W S 0 Y0 S z 5S 3< 2��� uJ F Z W p Q - ?tiZU IW-�UU LLMCl) U Z O 1-- C.) U Z H � O m U a � W 7) W w a 0 0 0 LD rn � a o, o r /'� G(O W �' N V i O n/ z N (_h p rn LL_ tnXoo ml- ocn> roi W J O o o W W co mom W W od1- ° M W O_OUaZ�oJaWca z ma_OmWgF-L'iJU Co m OO W WoUZ�Z z OSW�WZ¢w W W � > F-Iz> Q�<W 2 > J U Q > ZLLZ:� r1 W � W (/) U) LL LJ Z n Z o z Lu 0 �NUU���U F- J a Q U z z � Q OJ U UC) O 00 ry 0 a L� O o (o rn V U I— cn J M ch Q U zS `° v O Q o�-Q �D;oo =) ch U Z 7 F' O o of 0 O J � Q O :. ZZM (� a 0 vai v :n p o Q rn M O 0 O cr rn U w W =e o — = �— O U) 0) It T z: � � � Q ..1... F- Cn N 2 U O= o?U z ° M Q rn O LL 0� W ~ Z W W U zti Wo z Q O � z � — D L0 z U)co ~ � F- W OO z ,�1 REVISIONS A I SHEET NUMBER M1.2 OVERALL MECHANICAL ROOF PLAN NLARGED WAREHOUSE OFFICE FLOOR PLAN 1 /8"=1 '-0" NORTH KFYFn mnTFq- [1 16X16 SUPPLY AIR OPENING SIZE FROM RTU-2. DROP 16X16 LINED SUPPLY DUCT TO 12'-0" AFF AND INSTALL ENDCAP. 2] 24X14 RETURN AIR OPENING SIZE FROM RTU-2. DROP 24X14 LINED RETURN DUCT TO 14'-0" AFF AND INSTALL ENDCAP.. ❑3 12X12 EXHAUST DUCT DROP FROM EF-7. DROP DUCT DOWN TO 12'-0" AFF AND INSTALL ENDCAP. NORTH NLARGED BATTERY CHARGING FLOOR PLAN 1 /8"=1'-0" KEYED NOTES: ❑1 SEE DETAIL 9 ON SHEET M4.1 FOR ENLARGED EXHAUST DUCT GRILLE DETAIL (TYP OF 6). �2 INSTALL HYDROGEN SENSOR WITHIN 12" OF METAL DECKING. NLARGED MAIN OFFICE FLOOR PLAN 1 /8"=1'-0" 3-0 " 3' —10" ,, ;........,I .Y;..................... L==� ❑ : EF f; EUH .................................... 3 1.................................... 'v,/ 4 \ENLARGED FIRE PUMP HOUSE NORTH KEYED NOTES: �1 EXHAUST FAN TO BE INTERLOCKED WITH REVERSE ACTING THERMOSTAT AND USED FOR SUMMER VENTILATION. MOUNT THERMOSTAT WITH INSULATED BACK PANEL NEXT TO DOORWAY OF FIRE PUMP HOUSE. �2 BOTTOM OF LOUVER TO BE MOUNTED AT 7'-0" AFF. KEYED NOTES: EIY4" LIQUID, %" SUCTION LINES DOWN TO DUCTLESS MINI -SPLIT IN DATA ROOM. ROUTE CONDENSATE THRU CP-1 TO FLOOR DRAIN IN JANITOR'S CLOSET. ❑2 66X26 SUPPLY AIR OPENING SIZE FROM RTU-1. DROP 66X26 LINED SUPPLY DUCT TO 12'-0" AFF AND INSTALL ENDCAP. �3 74X20 RETURN AIR OPENING SIZE FROM RTU-1. CONTINUE 74X20 RETURN DUCT INTO PLENUM SPACE AND CONSTRUCT LINED RETURN AIR BOOT AS DEPICTED. ®12X12 EXHAUST DUCT DROP FROM EXHAUST FAN. DROP DUCT DOWN TO 12'-0" AFF. 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ENLARGED FLOOR PLANS '?9 ENLARGED COLD DOCK FLOOR PLAN 1 /8"=1'-0" N©RTH KEYED NOTES: Ffl UNIT+CURB HEIGHT: 66.875 INCHES ❑2 ELECTRIC T—STAT REMOTELY MOUNTED (FURNISHED WITH UNIT). MOUNT TEMPERATURE SENSOR ON REAR OF UNIT WITH PROBE IN RETURN AIR STREAM. ❑3 INSULATE CONDENSATE PIPING PER SPECIFICATIONS ON SHEET MO.2. ® TRANSITION 3" FREEZER CONDENSATE LINE TO 4" AND TURN DOWN TOWARDS FLOOR DRAIN IN WAREHOUSE. CONNECT 1Y2" COLD DOCK CONDENSATE LINE. CONTINUE 4" CONDENSATE LINE DOWN TO FLOOR DRAIN WITH AIR GAP. O N 6 O ti O f- W U) F- W a. Z 0 m V N 0 U r m J M � 0-1 a � W M Lo (D ♦Y Lo W Qpd. 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ROSS DATE : 07.09.2015 REVISIONS A .•R:�n J..Zvt : F � i E:Rkt53:..< . ,.i:M SHEET NUMBER M 2 . 4L ENLARGED ROOF PLANS REDUCE ROOFTOP UNIT SCHEDULE FT PUNIT SCo.,. �oa.;�a� COOLING COIL HEATING COIL DATA ,goo..,.. SUPPLY FAN E.E�,a� ELECTRICAL MARK MANUFACTURER ooE� MODEL w�.��o.s NOMINAL TONS WEIGHTPLAN .EG., .ma., REMARKS .a,.� TOTAL axs SENS .>.� EAT (°F) u�r� LAT (°F) ..E� AMBIENT OUTPUT AIRFLOW ESP (IN ..o. MIN OA MBH MBH .ax MBH �E.n TEMP (°F) INPUT KW KW �.s STAGES (CFM) WC) CFM FLA HP MCA w�..A.� MOCP voLrs ...,. PHASE � DB �ro WB DB � WB RTU-1 TRANE TSD180F4RNB 15 160.55 131.45 80.80 64.10 56.05 52.70 95 36.0 36.0 2 4,800 1.5 700 4.8 3 62.00 70 460 3 2,200 1,2,3,4,5,6,7 RTU-2 i TRANE TSC036E4EEA 3 34.22 25.84 82.10 66.60 57.67 54.98 95 12.0 12.0 2 960 1.0 250 2.5 1 21.10 25 460 3 740 1,3,4,5,E NOTES: REMARKS: 1. EXTERNAL STATIC PRESSURE INCLUDES LOSSES DUE TO DUCTWORK, AIR DEVICES, DAMPERS, AND DUCT MOUNTED COILS. 1. ECONOMIZER DRY BULB 0-100%WITH BAROMETRIC RELIEF 2. MAINTAIN MANUFACTURER'S RECOMMENDED SERVICE CLEARANCE AS TO ALLOW PROPER AIR FLOW TO CONDENSER, 2. VAV WITH STANDARD MOTOR OPEN ACCESS AND CONTROL DOORS FOR SERVICE, MAINTENANCE, AND INSPECTION. 3.2" STANDARD FILTERS 3, MAINTAIN MINIMUM ELECTRICAL CLEARANCE AS REQUIRED BY NEC. A. FAr.TnRv nnnl INrFn NON-FLISED DISCONNECT 5. ROOF CURB (FLD) 6. THROUGH THE BASE ELECTRICAL 7. BACNET COMMUNICATIONS INTERFACE SPLIT SYSTEM/CONDENSING UNIT SCHEDULE SPLIT SYSTEM/CONDENSING UNIT SCHEDULE PLAN MARK SERVES MANUFACTURER MODEL CLG TOT CAP AIRFLOW POWER MIN COOLING MAX FUSEI REFRIG LIQUID SUCTION ACCESSORIES (MBH) (QUIETILOWIMED/HIGH) SOURCE AMPACITY WATTS BREAKER LINE OD LINE OD SS-1/CU-1 SERVER ROOM FRIEDRICH M12CJ 12.0 124/212/272/335 115/1 12.0 876 20 R410A 1/4 3l8 1,2,3 NOTES: ACCESSORIES: uiu�wm�uwr��un�eo. 1. EVAPORATOR TO BE WALL MOUNTED. E�xEnnr.��n�nvn�av r�wn�E 1. PROVIDE WITH SPACE THERMOSTAT REMOTELY MOUNTED 2. LOW AMBIENT c�oxnun.Ewn��sfls 3. LIQUID AND SUCTION REFRIGERANT LINE SETS I 0 N ° U > Q � M' � M Q o 0: Lau) j o m m H 9 p o cD �•O�� UZ�a NN wwv��W�� ��a Wp�Y QZ UJ� 33 wU�g°wwz � O Q Jdm Qt- �- I-Zwoz �" �wQ2 F43 Cnmm=.JwW Z W��O Zvu�ip���� 3w3 §S z�ZU lw-�UU LLMUU sEi I I GI O U z Iw- W. � W. wI al �I 0 0 0 8 I� a o �nl� � rn 0 d' N _ o tt�n Z�d,N U r� � rn 6 p � ��� W cgXopUF- roi - � 9sg b� F Z° d a o 4� 0 >o o � V ^3 3 "1 ° N Evisiorvs Q SHEET to Z ry cz- MODEL 2 of ID to LLI LLJ 0 DIRECT DIRECT FIRED MAKE-UP AIR UNIT SCHEDULE FIRED MAKE-UP AIR UNIT SCHEDULE �w� I I EVAPORATOR SCHEDULE EVAPORATOR SCHEDULE °u. MARK :Ea,E: SERVES MANUFACTURER MANUFACTURER MODEL MBH «. CFM ...o,E.o EVAP TEMP ro�a PHASE ,ww FREQ �.xo.r< FAN DATA oE.r�:�o.�. DEFROST DATA :a�o.x.:� PIPE CONN. SIZE NOTES QTY. FLA AMPS WATTS LIQUID SUCTION EVAP-1 FREEZER BORN BHE1200DPA 117.E 20,700 -20.0 460/3 60 3 6.9 32.1 21,400 1-5/8 21/8 1,2 EVAP-2 FREEZER BORN BHE1200DPA 117.E 20,700 -20.0 460/3 60 3 6.9 32.1 21,400 1-518 21/8 1,2 EVAP-3 FREEZER BORN BHE1200DPA 117.E 20,700 -20.0 460/3 60 3 6.9 32.1 21,400 1-518 21l8 1,2 EVAP-4 FREEZER BORN BHE1200DPA 117.E 20,700 -20.0 460/3 60 3 6.9 32.1 21,400 1-518 21l8 1,2 EVAP-5 FREEZER BORN BHE1200DPA 117.E 20,700 -20.0 460/3 60 3 6.9 32.1 21,400 1-5/8 2118 1,2 EVAP-6 FREEZER BORN BHE1200DPA 117.E 20,700 -20.0 460/3 60 3 6.9 32.1 21,400 1-5/8 2118 1,2 EVAP-7 FREEZER BORN BHE1200DPA 117.E 20,700 -20.0 460/3 60 3 6.9 32.1 21,400 1-5/8 2118 1,2 EVAP-8 COLD DOCK BORN BHE1200DPA 139.8 20,700 26.0 460/3 60 3 6.9 32.1 21,400 1-5/8 2118 1,2 EVAP-9 COLD DOCK BORN BHE1650DP6 192.2 26,550 26.0 460/3 60 3 10.5 47.5 33,600 1-3/8 2 518 1,2 NOTES: 1. POWER FOR EVAP, FANS, AND DEFROST IS DERIVED THRU ACCU. COMPRESSOR WILL NOT OPERATE WHEN DEFROST IS ON 2. SEPARATE POWER FEEDERS/CONDUITS ARE REQUIRED FOR EVAPORATOR FANS REMARKS: 1. EVAP T-STAY SHIPPED LOOSE 2. TXV FACTORY MOUNTED EXHAUST EXHAUST FAN SCHEDULE FAN SCHEDULE PLAN "�, - ESP (IIN. LOCALLY INTERLOCKED -xn. MARK �vxwr����n iviANUFACIUREtt woE iYIODEL �a..a. LOCATION CFM FAN RPM WC.) HP ,� VOLTSIKI SWITCHED wn� WITH FAN 1TPE xr YVEIGHT(�BS) uie.n.a REMARKS BY EF-1 GREENHECK RBUMO-3H60-100 ROOF 48,000 624 0.25 10 46013 - L-3/L-4 CENT 1,19E 8 EF-2 GREENHECK RBUMO-3H60-100 ROOF 48,000 624 0.25 10 46013 - L-21L-5 CENT 1,19E g EF-3 GREENHECK RBUMO-3H60-100 ROOF 48,000 624 0.25 10 46013 - L-1/L-6 CENT 1;196 8 EF-4 GREENHECK GB-081-6 ROOF 700 1,700 0.50 1/4 115/1 - SPACE T-STAY CENT 74 8 EF-5 GREENHECK GB-161-7 ROOF 3,000 1,211 0.50 3/4 46013 - HYDROGEN CENT 175 8,9 EF-6 GREENHECK GB-081-6 ROOF 350 1,217 0.50 1/6 115/1 - - CENT 74 8 EF-7 GREENHECK GB-081-6 ROOF 385 1,252 0.50 1/6 115/1 - - CENT 74 8 EF-8 GREENHECK GB-081-6 ROOF 500 1,383 0.50 1/6 115/1 - L-7 CENT 74 8 NOTES: REMARKS: 1. EXTERNAL STATIC PRESSURE INCLUDES LOSSES DUE TO DUCTWORK, AIR DEVICES, 1. EXHAUST FAN FOR EMERGENCY SMOKE REMOVAL ONLY. DAMPERS, AND DUCT MOUNTED HOT WATER COILS WHERE APPLICABLE. DIRTY FILTER 2. FAN INTERLOCKED WITH MOTORIZED DAMPER ON LOUVER OR INTAKE. AND UNIT CASING MUST BE ADDED TO EXTERNAL STATIC PRESSURE TO OBTAIN TOTAL 3. INLINE=,DIRECT DRIVE EXHAUST FAN WITH DISCONNECT SWITCH AND FACTORY PRESSURE LOSS. INCREASED HP AS REQUIRED TO MEET YOUR TOTAL PRESSURE LOSS. INSTALLED HANGING BRACKETS. COORDINATE WITH ELECTRICIAN. 4. FAN MOTOR SHALL BE LOCATED OUTSIDE AIRSTREAM. Z. IVIIIVIIVIUIVI RECOIVIMIENDED CLEAFtAIV"E At(�ND IVI'I •� � IV��-'�"1. VU U IJ IL I l.hitJ VIV NVN JtKVll.t b. FAIV'I'O tit COIV'IFtOLLED BY LINE VOLIAGE'IHtKIVIOSIAi If-IAI IS f•EIKIVISHtU tfY SIDES AND 30 INCHES ON SERVICE SIDES. MAINTAIN MINIMUM CLEARANCE AS REQUIRED DIVISION 15 AND INSTALLED BY DIVISION 16. TO OPEN ACCESS AND CONTROL DOORS ON UNIT FOR SERVICE, MAINTENANCE, AND 6. PROVIDE LOW LEAKAGE BACKDRAFT DAMPER. INSPECTION. MAINTAIN MINIMUM ELECTICAL CLEARANCE AS REQUIRED BY NEC. 7. CEILING MOUNTED, DIRECT DRIVEN FAN. 3. FAN SHALL BE CENTRIFUGAL, BELT DRIVEN TYPE UNLESS OTHERWISE SCHEDULED. 8. ROOF MOUNTED, BELT DRIVEN FAN. PROVIDE WITH ROOF CURB, DISCONNECT SWITCH, BACKDRAFT DAMPER, AND ALUMINUM BIRD SCREEN. 9. SPARIK/EXPLOSION PROOF. 10. FAN SPEED CONTROLLER. AIR COOLED AIR COOLED CONDENSING UNIT SCHEDULE CONDENSING UNIT SCHEDULE PLAN Ems` SERVES u` a MANUFACTURER MODEL MODEL MBH SUCTION COND. ROOM AMBIENT REFRIG VOLTS/ MCAT MAX FUSE NUMBER OF WEIGHT �: REMARKS MARK TEMP TEMP TEMP TEMP PHASE CIRCUIT SIZE/CIRCUIT CIRCUITS ACCU-1 EVAP-1 BORN BLV3000L6D 113.2 -19.6 - -10 95 R-404a 460/3 76 110 1 2,100 1,2,3,4,5,6,7,8 ACCU-2 EVAP-2 BORN BLV3000L6D 113.2 -19.6 - -10 95 R-404a 460/3 76 110 1 2,100 1,2,3,4,5,6,7,8 ACCU-3 EVAP-3 BORN BLV3000L6D 113.2 -19.6 - -10 95 R-404a 460/3 76 110 1 2,100 1,2,3,4,5,6,7,8 ACCU-4 EVAP-4 BORN BLV3000L6D 113.2 -19.6 - -10 95 R-404a 460/3 76 110 1 2,100 1,2,3,4,5,6,7,8 ACCU-5 EVAP-5 BORN BLV3000L6D 113,2 -19.6 - -10 95 R-404a 460/3 76 110 1 2,100 1,2,3,4,5,6,7,8 ACCU-6 EVAP-6 BORN BLV3000L6D 113.2 -19.6 - -10 95 R-404a 460/3 76 110 1 2,100 1,2,3,4,5,6,7,8 ACCU-7 EVAP-7 BORN BLV3000L6D 113.2 -19.6 - -10 95 R-404a 460/3 76 � 110 1 2,100 1,2,3,4,5,6,7,8 ACCU-8 EVAP-8 BORN BLV2000M6D 164.5 24.2 - 36 95 R-404a 460/3 56 80 1 1,800 1,2,3,4,5,6,7,8 ACCU-9 EVAP-9 BORN BLV3000M6D 217.3 24.7 - 36 95 R-004a 460/3 96 110 1 2,100 1,2,3,4,5,6,7,8 NOTES: REMARKS: 1. POWER FOR EVAP, FANS, AND DEFROST IS DERIVED THRU ACCU. COMPRESSOR WILL 1. FAN CYCLE NOT OPERATE WHEN DEFROST IS ON 2. LIQUID LINE SOLENOID AND THERMAL EXPANSION VALVE (FACTORY MOUNTED) 2. SEPARATE POWER FEEDERS/CONDUITS ARE REQUIRED FOR EVAPORATOR FANS 3. REPLACEABLE CORE DRIER AND SIGHT GLASS AND DEFROST. POWER INCLUDES INTERLOCK OF DEFROST TIMERS BETWEEN 4. SUCTION ACCUMULATOR RELAYS IN ACCU AND EVAP. 5. SUCTION VIBRASORBER FACTORY MOUNTED 6. CONTROL CIRCUIT TRANSFORMER 7. INSULATED DRAIN PAN 8. PAINTED CABINET AIR DEVICE AIR DEVICE SCHEDULE SCHEDULE DESIG. MANUFACTURER NUMBER MODULE SIZE NECK SIZE MAX CFM N.C. MATERIAL FINISH FRAME TYPE REMARKS S-1 TITUS TDC 24x24 60 110 15 STL BWE LAY -IN 4,10 S-2 TITUS TDC 24x24 80 235 19 STL BWE LAY -IN 4,10 S-3 TITUS TDC 24x24 100 420 27 STL BWE LAY -IN 4,10 S-4 TITUS TDC 24x24 120 675 31 STL BWE LAY -IN 4,10 S-5 TITUS TDC 24x24 140 750 - STL BWE LAY -IN 4,10 S-6 TITUS TDC 12x12 60 110 15 STL BWE LAY -IN 1,4,11 S-7 TITUS TDC 12x12 80 190 - STL BWE LAY -IN 1,4,11 S-8 TITUS 272RL 30X18 28X16 2,425 35 STL BWE SURFACE MOUNT - R-1 TITUS 50F 24x24 22XL2 3,000 26 STL BWE LAY -IN - E-1 TITUS TDC 12x12 6�6 110 15 STL BWE LAY -IN 1,11 E-2 TITUS TDC 12x12 80 235 19 STL BWE LAY -IN 1,11 E-3 TITUS TDC 24X24 8 ELECTRIC ELECTRIC HEATER HEATER SCHEDULE SCHEDULE PLAN HEAT VOLTAGE/ MARK SERVES MANUFACTURER MODEL CAPACITY CFM AMPS REMARKS REMARKS PHASE EWH-1 RECPETION QMARK CWH3407 2.0 - 7.2 277/1 2,3 EWH-2 MENS DOCK RESTROOM QMARK CWH3407 2.0 - 7.2 277/1 1,3 EUH-1 ELECTRICAL ROOM QMARK MUH0571 5,0 350 18 277/1 1,3 EUH-2 FIRE RISER ROOM QMARK MUH0371 3.0 350 11 277/1 1,3 EUH-3 FIRE PUMP HOUSE QMARK MUH0371 i 3.0 350 11 277/1 1,3 NOTES: REMARKS: 1. DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR 1. PROVIDE WALL BRACKET 2. PROVIDE RECESSED MOUNTING FRAME 3. PROVIDE INTEGRAL THERMOSTAT LOWER LOUVER SCHEDULE SCHEDULE PLAN MARK SERVES MANUFACTURER MODEL OPENING SIZE WxH (IN) MATERIAL FINISH MAX CFM PD (IN WC) FREE AREA (SQ FT) FREE AREA VEL (FPM) INTERLOCK WITH REMARKS L-1 WAREHOUSE RUSKIN ELC6375DAX 96X96 ALUM MILL 24,000 0.07 33.37 719 EF-3 1,2,3,4 L-2 WAREHOUSE RUSKIN ELC6375DAX 96X96 ALUM MILL 24,000 0.07 33.37 719 EF-2 1,2,3,4 L-3 WAREHOUSE RUSKIN ELC6375DAX 96X96 ALUM MILL 24,000 0.07 33.37 719 EF-1 1,2,3,4 L-4 WAREHOUSE RUSKIN ELC6375DAX 96X96 ALUM MILL 24,000 0.07 33.37 719 EF-1 1,2,3,4 L-5 WAREHOUSE RUSKIN ELC6375DAX 96X96 ALUM MILL 24,000 0.07 33.37 719 EF-2 1,2,3,4 L-6 WAREHOUSE RUSKIN ELC6375DAX 96X96 ALUM MILL 24,000 0.07 33.37 719 EF-3 1,2,3,4 L-7 FIRE PUMP HOUSE RUSKIN ELC6375DAX 16X16 ALUM MILL 500 0.08 0.64 778 EF-8 1,2,3 I NOTES: 1. - REMARKS: 1. COMBINATION LOUVER/DAMPER 2. 120vACYUATOR-INTERLOCK WITH EXHAUST FAN BY ELECTRICAL CONTRACTOR 3. BIRD SCREEN 4. TILT PANEL FRAME VAV ELECTRIC TERMINAL REHEAT VAV ELECTRIC TERMINAL REHEAT BOX SCHEDULE BOX SCHEDULE PLAN MARK ���... MANUFACTURER MODEL NUMBER CFM SIZE ELECTRIC HEAT COIL UNIT > HAND ELECTRICAL DATA aE��.a�: REMARKS r UNIT OUTLET I o CFM KW ( $� ) / $� STEPS VOLTS PHASE HERTZ MCA MOP MAX MIN VAV-1 TITUS DESV 290 225 6 12x8 225 3.5 55 103.93 RH 2 460 3 60 5.3 15 1,2 VAV-2 TITUS DESV 475 225 8 12x10 225 3.5 55 103.93 LH 2 460 3 60 5.3 15 1,2 VAV-3 TITUS DESV 1040 445 10 14x12 445 7 55 104.48 RH 2 460 3 60 10.5 15 1,2 VAV-4 TITUS DESV 1495 895 12 16x16 895 10 55 90.15 LH 2 460 3 60 15.1 20 1,2 VAV-5 TITUS DESV 355 225 6 12x8 225 3.5 55 103.93 RH 2 460 3 60 5.3 15 1,2 VAV-6 TITUS DESV 300 180 6 12x8 180 2.5 55 98.69 RH 2 460 3 60 3.8 15 1,2 VAV-7 TITUS DESV 840 380 10 14x12 380 6 55 104.67 RH 2 460 3 60 9 15 1,2 NOTES: 1. - REMARKS: 1. HANGER BRACKETS 2. DISCONNECT SWITCH CONDENSATE CONDENSATE PUMP PUMP SCHEDULE SCHEDULE PLAN VOLTS/ MARK MANEIFAC I iirtttC MODEL GPH TDFi (FT) tip RPM PHASE REMARKS CP-1 LITTLE GIANT VCMAI5ULS-554914 65 15 1/50 - 120/1 1 A�DTEC• DCIIIIA DLlC. n�mnnnv. 1. LEVEL SWITCH INTERLOCK WITH DDC CONTROLS 1.4 QUART TANK CAPACITY 2. EQUIVALENT MANUFACTURER IS ACCEPTABLE RECTANGULAR TO RECTANGULAR DUCTWORK AIRFLOW AIRFLOW CONICAL TAP (OR TEE WITH C0NNCENTRIC RED) RECTANGULAR TO ROUND DUCTWORK DUCT TAP DETAILS SCALE: NONE )UTH SUPPLY/RETURN PLENUM FROM RTU - TEE WITH CONCENTRIC RED (OR APPROVED EQUAL) ROUND TO ROUND DUCTWORK CEILING FRAMING DUCT HANGER ON SUSPENSION SYSTEM 4'-0" CENTER FLEXIBLE DUCTWORK—\ METALLIC DUCT CLAMP AT COLLAR CEILING TILE DRYWALL CEILING - LAY -IN FRAME LAY -IN CEILING KIT FOR HARD DIFFUSER CEILING CEILING TILE SUPPORT DIFFUSER1GRILLE INSTALLATION DETAIL SCALE: NONE C EQUIPMENT 8" LONG NIPPLE VERIFY SIZE W/ EQUIPMENT SHOP DRAWINGS TEST TEE LUBRICATED GAS COCK (10) PIPE DIA. MIN. SEE PLAN FOR SIZE �_--- DIRT LEG GAS PRESSURE REGULATOR GAS CONNECTION TO RTU SCALE: NONE NOTE: REFER TO PLANS FOR LINE SIZES SUCTION TRAP DETAIL SCALE: NONE 3/8" GALVANIZED ALL TREAD ROD FASTENED THRU PRE-FAB CURB TO STEEL MOUNTING ANGLE ANCHORED TO THE TOP CORD OF STEEL JOIST (4 PER LONG SIDE OF UNIT) —� INSULATION - WOOD NAILER 2x2-1 /4" STEEL ANGLE SUPPORT - WASHER, NUT AND LOCK NUT EQUIPMENT ANCHOR THE UNIT TO THE CURB WITH 5/16" LAGS x 3" LONG Ai nNG THE PERIMETER OF THE ROOF CURB WATER PROOFING, FLASHING AND COUNTER FLASHING (TYP) STEEL DECK ROOF TOP CORD OF STEEL JOIST STEEL JOIST (TYP) NOTES: 1. ANCHOR OR SECURE RTU CURB TO ROOF STRUCTURE WITH ALL THREAD ROD THRU BOLTS AS SHOWN. 2. ANCHOR OR SECURE UNIT TO CURB WITH LAG BOLTS THRU THE CURB NAILER. PROVIDE A MINIMUM OF THREE BOLTS PER SIDE OF UNIT. COORDINATE WITH STRUCTURAL AND PRODUCT REQUIREMENTS. 3. COORDINATE CURB HEIGHT WITH THERMAL INSULATION AND ROOFING MATERIAL THICKNESS. 4. COORDINATE PROPER WATERPROOFING OF CURB INTERFACE WITH ROOFING MATERIALS PER MANUFACTURERS RECOMMENDATIONS. (�SEISMIC ROOF CURB DETAIL SCALE: NONE SIDE VIEW I-v I I A 1 1 ["r n 1 1(`T I /� I VII\V JVI\LLI• BATTERY EXHAUST GRILLE DETAIL SCALE: NONE V-BELT DRIVE (OR DIRECT DRIVE) EXHAUST FAN, REFER TO_\ EXHAUST FAN SCHEDULE ELECTRIC FAN MOTOR COUNTER FLASHING—\ y �� �*- Imo --DISCONNECT SWITCH IMnnn ruuro nvvv Ivrv� 11 ELECTRICAL CONDUIT PREFABRICATED INSULATED ROOF CURB WITH TREATED WOOD NAILER ---,--\ CANT -� y EXISTING ROOF CONSTRUCTION THERMAL INSULATION COUNTER BALANCED BACKDRAFT DAMPER EXHAUST FAN DETAIL SCALE: NONE ROOF DECK WITH BUILT-UP ROOFING, EXTEND TO TOP OF ROOF CURB - CURB FASTENING \ FLANGE SECURE CURB TO ROOF WITH METHOD CONSISTENT WITH ROOF rinAlC-Tpl lr'Tlnkl LVVIVJ I RVV I VIV ROOF STRUCTURE REFER TO ARCHITECTURAL DRAWINGS MUUIVLJ DUC_i I IAIVGi1V4G TARLL MAXIMUM HALF OF DUCT PERIMETER 10ft SPACING SINGLE WIRE 8ft SPACING SINGLE WIRE 5ft SPACING SINGLE WIRE 4ft SPACING SINGLE WIRE 10 DHS 2 DHS 2 DHS 2JDHS 18 DHS 2 DHS 2 DHS 2 24 DHS 3 DHS 2 DHS 236 DHS 3 DHS 3 DHS 350 DHS 4 DHS 4 DHS 360 N A DHS 4 DHS 484 NA NA NA NOTE: DHS#2 CABLE USED FOR THIS INSTALLATION HANGING SYSTEM 1. ALL DUCTWORK AND EQUIPMENT SHALL BE SUPPORTED USING WIRE ROPE. ALL WIRE ROPE SHALL BE TERMINATED USING A DEVICE WITH AN ULTIMATE BREAKING STRENGTH (U.B.S.) OF AT LEAST 5 TIMES THE WIRE ROPE PUBLISHED WORKING LOAD LIMIT (W.L.L.). WIRE ROPE SHALL HAVE A U.B.S. OF 5 TIMES THE PUBLISHED W.L.L. WIRE ROPES SHALL BE OF THE SIZE AND SPACING PER MANUFACTURER'S PRINTED SPECIFICATIONS. 2. WIRE ROPE AND TERMINATION DEVICES SHALL BE DYNA-TITE AS SUPPLIED BY DURO DYNE CORPORATION, FARMINGDALE, NY SEISMIC RESTRAINT 1. ALL DUCTWORK SHALL BE BRACED PER SMACNA SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS. SEISMIC RESTRAINT SHALL BE IN THE FORM OF WIRE ROPE. WIRE ROPE SHALL BE OF 7 x 19 CONSTRUCTION. TERMINATION DEVICES SHALL HAVE A W.L.L. OF 1200 LBS. AND A MINIMUM U.B.S. OF 6000 LBS. 2. WIRE ROPE AND TERMINATION DEVICES SHALL BE DYNA-TITE AS SUPPLIED BY DURO DYNE CORPORATION, FARMINGDALE, NY DUCT HANGING DETAIL SCALE: NONE ►wWE �wIN NOW �loINS FWA WE ME METAL DECK—J 2X12 WOOD NAILER—j ROOF INSULATION THICKNESS VARIES ACCU RAIL DETAIL SCALE: NONE POSITIVE STATIC PRESS. NEGATIVE STATIC PRESS. (BLOW THRU): (DRAW I HRU): H = MIN. 1" H = MIN. 1" + CASING STATIC X = MIN. 1" + CASING STATIC PRESS. PRESS. X = 1/2 H OH = X + H + PIPE DIA. OH = X + H + PIPE DIA. NOTE: TEES FOR CLEAN OUTS MAY BE ORIENTED FOR VERTICAL OR HORIZONTAL ACCESS AS REQUIRED TO FACILITATE EASE OF MAINTENANCE UNION CLEAN OUT — /WITH CAP DOUBLE -WALLED �l ,------OPEN TO II RTU DRAIN PAN lkl �� ATMOSPHERE PIPE SIZE SAME AS DRAIN PAN CONNECTION --- PITCH TO 1 /DRAIN f w_ o Q x � w UNION o DISCHARGE ONTO ROOF I I CLEAN OUT WITH CAP RTU CONDENSATE DRAIN DETAIL SCALE: NONE 01 W 1/2 W 1/2 W D NOTES: 1. W REPRESENTS THE TOTAL WIDTH OF THE EVAPORATOR COIL 2. HATCH REPRESENTS SERVICE CLEARANCE REQUIREMENTS 3. 1/2 W REQUIRED FOR SERVICE CLEARANCE BEHIND UNIT 4. 1/2 W REQUIRED ON BOTH SIDES FOR SERVICE CLEARANCE 5. REFER TO THE INSTALLATION, OPERATION, AND MAINTENANCE MANUAL FOR INSTALLATION RECOMMENDATIONS EVAPORATOR CLEARANCE (',,"�REQUIREMENT DETAIL M4.1 SCALE: NONE p N O W J (3) U rn p J M a M cM L9 p � R r M W N h U) corn U) I-- n d� J a�oa H�ocMo "aaw �z o �o2c U— L NN V O� Q O o o : J R c a _j> V W < W 0 J = (o l WUwY 0x_jz C) FW-W Jm QWILIW.. zw(D f-ca Z Jwwa �wa= Lrw1=-0 ZUwa ow o z�UzU FL_'j LL;rpiUU Z O U Z ~ o m a w a p p co p rn Lo /� ti a a, p r v) UM C? � N V LL -0 6 U) n J M W a°pwWWp IW- W OOUa z�oJawcMow Z UJa�=Zz-=ogR j� V LL0up W (��UF_azln W z° w K_ K= I- z la- - d z W a�����z�a�a> Uw Z:D0ZH oUH Z Lo Z z wi�0U UUcN'IUU���U J co? U_ z Z a OJ U Uo � w >` 00 7 I` o Lo 0 o rn o _ X rn 40 U (o vZ � � O � _a w c 6 Io zzo t?> . _ = M U z �° O 0 o�!Q CD U � p Q w a am A co q LfU�2�. :UF: °F m co 4 -IcoMJ Evrnte UW _�oo�-LN Uoo ZJMA� 0 1- E 0)Fn O W 17- W W zti U Wo > 0 z Qo O Q� m J o �cf) — �o Lo Z U) ~ � W OJ 0 z Lo 0 N 6 0 ti 0 1 W U) w C� z J 5 m %Ji 1 `e``\\`�A` C L' V ; r =CJy JOB NO: J14346 REVISIONS 0 SHEET NUMBER M4.1 DETAILS CHARGE VALVE %o COND. UNIT NOTE: 1. PITCH A MINIMUM OF Y2" PER 10' OF FLOW 2. CONTRACTOR TO FURNISH REFRIGERANT: R404A ROOF PITCH LIQ. LINE SOL. VALVE I AIRFLOW SENSOR WITH /—DDn0r* INI AIRSTREAM Q S PITCH ^ I ^ 1580 TXV ( FACTORY MOUNT) ❑1 SUCTION TRAP - REFER TO DETAIL 2 ON M4.1 30 HP FREEZER ACCU PIPING DETAIL SCALE: NONE 1%Xl% CHANNEI DOUBLE NEEDED. Fil ROOF CHARGE VALVE %0 COND. UNIT NOTE: 1. PITCH A MINIMUM OF Y2" PER 10' OF FLOW 2. CONTRACTOR TO FURNISH REFRIGERANT: R404A ROOF PITCH LIQ. LINE SOL. VALVE I AIRFLOW 1 / SENSOR WITH PROBE IN AIRSTREAM S PITCH 15 80 EVAP. TXV ( FACTORY MOUNT) �1 SUCTION TRAP - REFER TO DETAIL 2 ON M4.1 30 HP COLD DOCK e ��i i nini�i� I"�C-TA II SCALE: NONE JNISTRUT , 12 GA. UP AS/IF (TYP.) NOTES: 1. VERIFY STEEL SUPPORTS WITH STRUCTURAL DRAWINGS EVAPORATOR HUNG PARALLEL TO JOISTS SCALE: NONE DUBLE WASHER & UT (TYP.) BY M.C. " THREADED ROD YP.) BY M.C. ROOF <6" <6" Fn II II 15/8X15/g UNI STRUT CHANNEL, 12 GA. DOUBLE UP AS/IF 1%$X15/8 GALVANIZED NEEDED. (SPAN AT LEAST UNISTRUT CHANNEL, 12 GA. EVAPORATOR 3 �'OISTS) DOUBLE UP AS/IF NEEDED. Y2" THREADED ROD (TYP.) DOUBLE WASHER & SLOPE NUT (TYP.) NOTES: 1. VERIFY STEEL SUPPORTS WITH STRUCTURAL DRAWINGS EVAPORATOR HUNG PERPINDICULAR TO JOISTS SCALE: NONE CHARGE VALVE 0 0 <6" 15/8Xl% UNISTRUT CHANNEL, 12 GA. DOUBLE UP AS/IF NEEDED. (TYP.) Y2" THREADED ROD (TYP.) BY M.C. COND. UNIT NOTE: 1. PITCH A MINIMUM OF Y2" PER 10' OF FLOW 2. CONTRACTOR TO FURNISH REFRIGERANT: R404A ROOF nrrnu �- LIQ. LIME SOL. VALVE AIRFLOW SENSOR WITH PROBE IN Q AIRSTREAM I _..�5 PITCH 15 80 TXV (FACTORY MOUNT) �1 SUCTION TRAP - REFER TO DETAIL 2 ON M4.1 20 HP COLD DOCK ACCU PIPING DETAIL SCALE: NONE ROOF <6" NOTES: 1. VERIFY STEEL SUPPORTS WITH STRUCTURAL. DRAWINGS. 15/X1% UNISTRUT CHANNEL, 12 GA. DOUBLE UP AS/IF NEEDED. (TYP.) lV8XlV8 GALVANIZED UNISTRUT CHANNEL, 12 GA. DOUBLE UP AS/IF NEEDED. (TYP.) 000 <6" DOUBLE WASHER & NUT (TYP.) BY M.C. COND. DRAIN NOTES: 1. VERIFY STEEL SUPPORTS WITH STRUCTURAL DRAWINGS. a DOUBLE WASHER & NUT (TYP.) COND. Y2" THREADED ROD DRAIN (TYP-) SEAL WITH CAULK WATER TIGHT PIPE CLAMP PIPE BOOT BY 8" MECHANICAL CONTRACTOR UIVISTRUT SUPPORT ANCHOR PREFA77-1 P�� B TIGHT TO SUPPORT 6" MAX SUPPORT No WITH CLAMP MEMBER NOTE: COORDINATE WITH GC TO OBTAIN ROOFING PAD MATERIAL. PIPE BOOT DETAIL SCALE: NONE (TYP OF 4) NOTE: 1. ENSURE ALL MECHANICAL EQUIPMENT/DUCTWORK MEET CLEAR HEIGHT REQUIREMENTS 2. TOP OF GRILLES TO BE LOCATED AT THE BOTTOM OF STEEL JOISTS. TYPICAL MAU SUPPLY DETAIL SCALE: NONE ANCHOR ,.7, TO DECK JOIST—,,,,..,,1 /8" 0 SEISMIC ��, CABLE FOR SEISMIC BRACING (TYP 4) ATR 14GA SHEET METAL BRACKET PRIMARY AIR VAV DISCHARGE DUCT SUPPORT & SEISMIC BRACING JOIST FRAMING SYSTEM DETAIL SCALE: NONE Lo 0 N 0 ti 0 E I-- ua f- ry W z 0 m 0 N p W J U r` m to J M En � a M w N P- Q M C) W coo F `n J 00 III C) co aon F-0ocMo Veaaw -zc"o cfo2lx U- L W UNmJN 0-jWU�� W p0a-wOY z -j ap m Z W W z W z oz u)Jmm W W 22 JuUJ 0w0-2 of zc�wa�" �2 ~000� p-=p uj o==� ?I-zC.) WF --66 LL o?UU z O U z W � O m a U � w Z) w w a O 0 In CD cp U- �0 N o N ?�"tNU A p rn w cnXOoo coH 130 m�� J corn�W a m o ur w w o F o W OOUa?�,��Uy(oow ZvwogoU wcz0111E cn �cg Z C) don Q � zwz2�z W °W �Ja =- ZZEW 0-��-jrara zu-mz Doz< 0m W Z'nz o z o N° co° N U U§ r u b I I I J `� of 0 vJ � Z Z 0 a pJ U UE5 0 co . . r- aLo 0 O rn O �o �U J J U `= _�Mz Q 6 Cc) < rb �z .. vi o 0 �. z S :0:, M o 0 7. ZZI U '~} ZIn < 5 can d :n p o 2i a rn m o 0 r rn o m I— --,J co `'' U U w Y =� � W ~ Y O 2 o� � � a 2 i.u) N2 U p2ao z C. 0 LL W I— Z w W () zt-- w o Z > o Qo 0 Q� m � J O — D� (00 T w 00 Z C. =U; tip�� p JOB NO : J14346 REVISIONS Q SHEET NUMBER M4.2 DETAILS LIGHTING LEGEND FR R STANDARD DESIGNATION FOR ALL LIGHTING FIXTURES. "FR" & "R" INDICATE [= 0 FIXTURE TYPES, "3" INDICATES CIRCUIT NUMBER, "a" INDICATES SWITCH a 3 a 3 CONTROL. "NL" INDICATES UNSWITCH NIGHT LIGHT. ® LIGHTING FIXTURES ON NORMAL CIRCUITS LIGHTING FIXTURES ON WITH INTERNAL EMERGENCY BATTERY BALLASTS OR ON INVERTER CIRCUIT. NL (NL DENOTES CONSTANTLY ENERGIZED NIGHT LIGHT FIXTURE). STRIP LIGHT ON NORMAL CIRCUIT (LENGTH PER PLAN) t—�—i STRIP LIGHT ON EMERGENCY CIRCUIT (LENGTH PER PLAN, INTEGRAL EMERGENCY BALLAST) 1 CEILING OR PENDANT MOUNTED EXIT LIGHT. ARROW (IF SHOWN), 1®+ INDICATES DIRECTION OF EGRESS. 11 WALL MOUNTED EXIT LIGHT. ARROW (IF SHOWN), INDICATES f DIRECTION OF EGRESS. MOUNT 7'-6" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. WALL MOUNTED EXIT LIGHT/EBU COMBO. ARROW (IF SHOWN), INDICATES DIRECTION OF EGRESS. MOUNT 7'-6" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. POLE MOUNTED LUMINAIRE FIXTURE WALL PACK FIXTURE SWITCH LEGEND C OCCUPANCY SENSOR CONTROLS FIXTURES MARKED a A EQUAL TO GREENGATE OAC—DT-0501—R B EQUAL TO vREENv"TE OAC=DT=1000=R C EQUAL TO GREENGATE OAC—DT-2000—R ® a WALL SWITCH SENSOR EQUAL TO GREENGATE VNW—D-1001—MV—W Sa SINGLE POLE SWITCH. CONTROLS FIXTURES MARKED S31 THREE WAY SWITCH. CONTROLS FIXTURES MARKED "a". SMa MOMENTARY SWITCH. CONTROLS LOCAL LIGHTING. EQUAL TO GREENGATE GMDS—W Srm DIGITAL WALL SWITCH TIMER EQUAL TO GREENGATE TSW—MV—W RECEPTACLE LEGEND FLOOR WALL NUMBER INDICATES CIRCUIT NUMBER, MTD. MTD. LETTER INDICATES PREFIX (SEE LISTING BELOW) DUPLEX RECEPTACLE, NEMA 5-20R, MOUNTING HEIGHT 18" AFF, UON DOUBLE DUPLEX RECEPTACLE, NEMA 5-20R MOUNTING HEIGHT 18" AFF, UON 0 CEILING MOUNTED RECEPTACLE CD "CD" DENOTES CORD DROP GROUND FAULT INTERRUPTING RECEPTACLE POWER/AV COMBO FLOORBOX TEL,/DATA LEGEND � RING AND STRING ONLY CALL TO AID LEGEND p(Aj CALL TO AID HORN/STROBE EDWARDS 6536—G5 OR SIMILAR ® CALL TO AID PULL STATION EDWARDS 6537 OR SIMILAR G 0 N L0 0 N 00 ti vi 0 Z 06 c W 0) W -r POWER LEGEND 6wiliod PANEL80ARD IM POWER DISTRIBUTION PANEL ❑T TRANSFORMER BRANCH CIRCUIT OR r-EEDER CONCEALED IN CONSTRUCTION IN FINSHED AREAS. EXPOSED IN UNFINISHED AREAS -------- BRANCH CIRCUIT OR I SEDER, CONCEALED IN OR UNDER FLOOR SLAB 0 CONDUIT TURNING UP OR TOWARD OBSERVER 0 CONDUIT TURNING DOWN OR AWAY FROM OBSERVER E---- CONDUIT STUB/SLEEVE 6" ABOVE CEILING WITH PULL CORD AND BUSHING HOMERUN TO PANELBOARD "LPA", CIRCUITS #5 AND #7 LPA-5, 0 6—EQUIPMEN�i TYPE TAG RTU 1 EQUIPMENT REFERENCE NUMBER FUSED DISCONNECT SWITCH 30A "30A" DENOTES 30A FUSES �l UNFUSED DISCONNEC' SWITCH ME(ER JUNCTION UOX COUNTER RECEPTACLE SURFACE RACEW;40 hoo AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE EC ELECTRICAL CONTRACTOR EM EMERGENCY EWC ELECTRIC WATER COOLER GC GENERAL CONTRACTOR GA GROUND FAULT INTERRUPTER JB JUNCTION BOX LTG LIGHTING MTG MOUNTING MTD MOUNTED NTS NOT TO SCALE PNL PANEL TYP TYPICAL UON UNLESS OTHERWISE NOTED WP WEATHERPROOF EQUAL iz— FIRE ALARM HORN/STROBE EXIT LIGHT TO BOTTOM OF LENS 0 j) FIRE ALARM LIGHT SWITCHES � PULL STATION u - - 00 G I 110 u - o ® RECEPTACLE LK I I i O O MOUNTING LOCATIONS NOT TO SCALE PANELBOARD 1'-6"* 0 I *MINIMUM FROM ANY INTERIOR CORNER GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH ALL CONTRACT DOCUMENTS FOR ALL OTHER TRADES, MAKE ALL ELECTRICAL EQUIPMENT CONNECTIONS, AND COORDINATE WITH OTHER CONTRACTORS. 2. DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONS, MOUNTING HEIGHTS OF EQUIPMENT, AND ROUTING OF RACE WAYS SHALL BE COORDINATED WITH THE EQUIPMENT REQUIREMENTS AND FIELD CONDITIONS. 3. THE ELECTRICAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE, BUT NOT BE LIMITED TO ALL ELECTRICAL POWER REQUIREMENTS INDICATED. 4. CONDUITS AND CIRCUITRY INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE SPECIFIC ROUTES, SPECIFIC CONDITIONS, OR HOMERUNS. FINAL ROUTING SHALL BE COORDINATED IN THE FIELD TO AVOID CONFLICTS WITH OTHER TRADES. PULLING FITTINGS AND BOXES IN ADDITION TO THOSE DETAILED SHALL BE ADDED TO MAINTAIN NO MORE THAN 360 DEGREES BETWEEN PULLING POSITIONS. CLEAR ACCESS TO PULLING POSITIONS SHALL BE MAINTAINED. 5. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE ELECTRICAL WORK COMPLETE AND READY FOR OPERATION. 6. BRANCH CIRCUITS SHALL BE INSTALLED IN THE FOLLOWING RACEWAYS: A. CIRCUITS 12' ABOVE FINISHED FLOOR AND CIRCUITS THAT CAN CAN BE CONCEALED (ABOVE HUNG CEILINGS, IN WALLS) SHALL BE METAL CLAD CABLE (MC) WITH FULL SIZE INSULATED GREEN GROUND CONDUCTOR. CIRCUITS SHALL BE CONCEALED IN BAR JOISTS WHEN DISTRIBUTED IN SPACES WITH EXPOSED CEILINGS. B. EXPOSED IN NON —FINISHED ROOMS; I.E. STORAGE ROOMS, MECHANICAL ROOMS, ETC. SHALL BE E.M.T. MINIMUM SIZE 1 /2"C UNLESS SUBJECT TO INJURY, THEN RIGID STEEL. C. EXPOSED IN FINISHED ROOMS; WAREHOUSE, FREEZER, DOCKS, AND AREAS SUBJECT TO DAMAGE SHALL BE RIGID GALVANIZED STEEL CONDUIT MINIMUM SIZE 1/2" TO 12' ABOVE FINISHED FLOOR, THEN MC CABLE. CONDUIT ON BUILDING EXTERIOR WALLS AND ON THE ROOF SHALL BE RIGID GALVANIZED STEEL CONDUIT. D. FLEXIBLE METAL CONDUIT SHALL BE USED FOR ALL FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT. E. LIQUID —TIGHT FLEXIBLE STEEL CONDUIT SHALL BE USED FOR ALL FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT EXPOSED TO OIL OR MOISTURE. 7. EXPOSED EQUIPMENT AND RACEWAYS SHALL BE INSTALLED LEVEL AND PLUMB. 8. ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH OSHA, LOCAL CITY OR TOWN BY—LAWS, AND THE MASSACHUSE17S BUILDING CODE, ISSUED IN EFFECT AT THE TIME OF BID. 9. RIGID STEEL CONDUIT AND ELECTRICAL METALLIC TUBING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE. 10. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE HVAC AND PLUMBING CONTRACTOR'S AND MANUFACTURER'S SHOP DRAWINGS FOR THE EXACT LOCATIONS AND ROUGHING IN DIMENSIONS OF ALL EQUIPMENT, AND SHALL MAKE ALL FINAL POWER CONNECTIONS AS REQUIRED. I.E., POWER, 120V CONTROL, INTERLOCK, ETC. 11. THE ELECTRICAL CONTRACTOR SHALL USE CAUTION TO AVOID DAMAGE TO EXISTING UTILITY LINES AND/OR HARM TO PERSONNEL ENGAGED IN WORK IN THESE AREAS. 12. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98 PERCENT CONDUCTIVITY, COPPER, MINIMUM #12 AWG SIZE, THWN/THHN WITH DUAL RATED 75/90 DEGREE C INSULATION, 600 VOLTS RATED, OR UNLESS OTHERWISE NOTED. 13. ALL FEEDER CONDUCTORS SHALL BE 98 PERCENT CONDUCTIVITY, COPPER OR ALUMINUM , AWG SIZE AS NOTED, XHHW OR THHN INSULATION, 600 VOLTS RATED, OR UNLESS OTHERWISE NOTED. 14. A GROUND CONDUCTOR SHALL BE INCLUDED IN EACH RACEWAY OR CABLE, SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 15. COPPER WIRE: USE IN AVERAGE AMBIENT TEMPERATURE OF 35'F/2°C OR GREATER. A. THHN—THWN — INTERIOR FEEDER AND BRANCH WIRING BELOW 100A, AND INTERIOR CONTROL WIRING. B. RHH/RHW/USE — EXTERIOR FEEDER, BRANCH AND CONTROL WIRING BELOW 100A. 16. COPPER WIRE: USE IN AVERAGE AMBIENT TEMPERATURE LESS THAN 35'F/2'C. A. XHHW — INTERIOR FEEDER, BRANCH AND CONTROL WIRING BELOW 100A. 17. ALUMINUM WIRE: USE IN AVERAGE AMBIENT TEMPERATURE OF 35'F/2'C OR GREATER. A. THHN—THWN — INTERIOR FEEDER AND BRANCH WIRING ABOVE 100A. B. RHH/RHW/USE — EXTERIOR FEEDER, BRANCH AND CONTROL WIRING ABOVE 100A. 18. ALUMINUM WIRE: USE IN AVERAGE AMBIENT TEMPERATURE LESS THAN 357/2`C. A. XHHW — INTERIOR FEEDER, BRANCH AND CONTROL WIRING ABOVE 100A. .d- rawingUS No. jDrawing Title iElectronic File Name ELECTRICAL EO-1 Legend & Notes 14-1904 EO-1 Legend & Notes.dwg E1-1 Electrical Site Plan 14-1904 E1-1 Electrical Site Plan.dwg E1-2 Exterior Lighting Calculation 14-1904 E1-2 Exterior Lighting Calculation.dwg E2-1 South Lighting Plan Lighting Plans.dwg E2-2 North Lighting Plan E2-2 Lighting Plans.dwgE2-3 Lighting Part Plans E_E2-2 Lighting Part Plans.dwg Interior Lighting Calculation nterior Lighting Calculation.dvvg E3-1 South Po,,ver Plan 14-1904 E3-1_E3-2 Power Plans.dwg E3-2 North Power Plan 14-1904 E3-1 E3-2 Power Plans.dwg E3-3 Povver Part Plans 14-1904 E3-3 Power Part Plans.dwg E3-4 Underground Plan 14-1904 E3-4 Electrical Underground Plan.cIvvg E3-5 Electrical Floor Warming Plan 14-1904 E3-5 Electrical Floor Warming Plan.dwg E3-6 Power Riser & Schedules 14-1904 E3-6 Power Riser, Schedules.dwg E3-7A Panel Schedules 14-1904 E3-7A E3-7E Panel Schedules.dvvg E3-713 Panel Schedules 14-1904 E3-7A E3-713 Panel Schedules.d,.vg E3-8 PREP & Lighting Schedules 14-1904 E3-8 MEP & Lighting Schedules.dwg FA0-1 Fire Alarm Legend & Notes 14-1904_FAO-1 Fire Alarm Legend & Notes.dwg FA1-1 South Fire Alarm Plan 14-1904_FAl-1 FA1-2 Fire Alarm Plans FA1-2 North Fire Alarm Plan 14-1904_FA1-1 FA1-2 Fire Alarm Plans FA1-3 Fire Alarm Part Plans 14-1904 FA1-3 Fire Alarm Part Plans.dwg JULY 9, 2015 DFiA' IN 0 o p (n N > U r• m w J M LL) Q M W N '0co o° 'LU)®c a U0Q QCD (D V�QO Oo03 cn'd J>U W V) W sco tuOWY a�oz O J� W U W Q 0 W W Z Q J=�m Q~Wr'-aWU` O Fn "' z J" fr w a: 11- W Z U W< O zoo U.r �2 t1Jo=� r ZU H�UU tiMUU Z 0 U U W Z IW— U S a w D w —1 .J W W a. 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LAYOUT 2" C CONDUIT FIRE / PENDING. CONFIRM WITH T 480 PHASE FIR PU CONTROL PANEL / UTILITY PUMP C OLER ITORING VIA NEAREST WITH SERVICE SLt, i T W3-qqW j / DISCONNECT \ j ELECTRICAL SITE PLAN 1" = 50'-0" \' RS FINISHED GRADE 30" MIN 7 1/2- MIN 6"MIP -. ---WARNING TAPE �3"MIN 12" MIN 3"MIN — 1 2"CLEAR CONC COVER FINISHED GRADE 30" MIN 7 1/2- MIN 6"MIl' INTERMEDIATE TYPE PLASTIC SPACER BASE TYPE 3" PLASTIC SPACER #4 0 18" OC IN PAIRS DETAIL SECTION A —A SCALE: NTS -.—WARNING TAPE 3"MIN_ I 7 1. /2"MIN 3"MIN 1 2"CLEAR CONC COVER CONDUIT LEGEND OP 4" PRIMARY O4" SECONDARY DETAIL SECTION C—C SCALE: NTS O4" SERVICE PROVIDER INTERMEDIATE TYPE PLASTIC SPACER BASE TYPE 3" PLASTIC SPACER ELECTRICAL SITE NOTES: 1. REFER TO LEGEND AND NOTES ON EO-1. 2. REFER TO RISER DIAGRAM ON E3-6. 3. REFER TO FIXTURE SCHEDULE ON E3-8. 4. EXACT ROUTING OF CONDUIT TO BE COORDINATED IN THE FIELD. 5. COORDINATE FINAL POLE LIGHT LOCATIONS WITH GENERAL CONTRACTOR AND CIVIL CONTRACTOR. 6. SITE POLE BASES BY OTHERS. 7. REFER TO EVERSOURCE DRAWING FOR ADDITIONAL INFORMATION. FINISHED GRADE 30" MIN MIN 6"MIl WARNING TAPE 3"MIN 3"MIN I 1 ?"CLEAR CONC VER DETAIL SECTION B—B SCALE: NTS FINISHED GRADE 30" MIN MIN 6"MI1' DETAIL NOTES: COORDINATE EXACT TRENCH REQUIREMENTS WITH UTILITY. ERMEDIATE TYPE 4STIC SPACER SE TYPE 3" 4STIC SPACER ® 18" OC IN PAIRS WARNING TAPE J"MIN J"Miiv r--1 i 2"CLEAR CONC COVER :, DETAIL SECTION D—D SCALE: NTS INTERMEDIATE TYPE PLASTIC SPACER BASE TYPE 3" PLASTIC SPACER #4 0 18" OC IN PAIRS PERMIT JULY 9, 2015 DRAWING 0 N > U m rn > O J M Lo U) 10 O co Q oa FZ)om co v¢aw Qz� U— N a NN W w U�0�� J>— w ¢ IL p Z U J FwOW m QWu- PZWzoZ �mmZJWW¢9WQ= W WI 0 zow<i Ral:E2E ?rZUCU LLMUU z 0 U Z O w li 0 0 O W N O U N U)Z d. 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Ir r L� !_. �•-t .LDS-..._°._ i Luminaire Schedule __. _ Symbol Label Quantity Manufactur Catalog Description Lamp Number Filename Lumens Per Light Loss Wattage er Number Lamps Lamp Factor 73 2HP3-WO- METALUX HP3 HIGH (3) THREE 3 2HP3-WO- 3100 0.81 84.9 332P36W-UNV- PERFORMANCE LINEAR 332W36P.ies HB81 RECESSED 2x4 FLUORESCENT F4 FLUORESCENT LAMPS, F32T8 0 LUMINAIRE WHITE 32W - 3100 OPTICS HOUSING, 18 LUMENS EA CELL WHITE LOUVER, PAF BALLAST COVER 7 COOPER 2GC8-232A-UNV- METALUX 2' X 4' (2) T8 LINEAR 2 2GC8- 3100 0.81 58.1 LIGHTING - -EB81 SPECIFICATION GRADE FLUORESCENT 232A.ies METALUX RECESSED LAMPS FLUORESCENT TROFFER 0 G4 WITH HIGH REFLECTANCE WHITE INTERIOR FINISH AND ACRYLIC PRISMATIC LENS -- - ---- -- - - -- 6 COOPER 2GC8-232A-UNV- METALUX 2' X 4' (2) T8 LINEAR 2 2GC8- 3100 0.81 5s 1 LIGHTING - -EB81 SPECIFICATION GRADE FLUORESCENT 232A.ies i METALUX RECESSED LAMPS FLUORESCENT TROFFER H4 WITH HIGH REFLECTANCE WHITE INTERIOR FINISH AND ACRYLIC PRISMATIC LENS - FLANGE KIT - ----- -- .. - '- ----- - - 208 Digital - DLE-24-ST-A- DLE-24-ST-A-840 40-20- 1 DLE-24-ST-A- 21050.89 1 246.44 Lumens 840 40-20-20-40 20-40 -840 40-20- AA 20-40.ies -----. --- - - _ __ _----.. ----.__.._ _ _ 8 COOPER WN-232A-UNV- WRAPAROUND SERIES, 2 TWO LINEAR 2 WN232A.ies 3100 0.81 55 LIGHTING - EB81-U LAMP T8, WITH FLUORESCENT t METALUX PRISMATIC WRAP LENS LAMPS, FW4 32W31002T8 . LUMENS EA I 43 DLE-24-ST-W- DLE-24-ST-W-750 0-0-0- 1 DLE-24-ST- 25108.86 1 240.22 750 0-0-0-0 0 W-750 0-0-0- i AW -O.ies i NOTE: REFER TO E3-8 FOR EXACT FIXTURE MODEL/CATALOG NUMBER Statistics Description Symbol Avg Max Min Max/Min Avg/Min Avg/Max Battery Charging - + 36 fc 43 fc 29 fc 1.5:1 1.2:1 0.8:1 Break Room 126 + 55 fc 83 fc 27 fc 3.1:1 2.0:1 0.7:1 Cold Dock + 28 fc 39 fc 11 fc 3.5:1 2.5:1 0.7:1 Computer Phone Room 109 + 54 fc 60 fc 50 fc 1.2:1 1.1:1 0.9:1 Conference Room 119 -I- 51 fc 81 fc 27 fc 3.0:1 1.9:1 0.6:1 Copier/Mail Supplies 110 + 60 fc 90 fe 45 fc 2.0:1 1.3:1 0.7:1 Corridor 103 _ -f 19 fc 27 fe 13 fc 2.1:1 1.5:1 0.7:1 Corridor 104 + 48 fc I 57 fe 37 fc 1.5:1 1.31 0.8:1 Corridor 132 + 23 fc 27 fc 13 fc 2.1:1 1.8:1 0.9:1 Driver's Room 135 + 48 fc 84 fc 26 fc 3.2:1 1.8:1 0.6:1 Dry Storage O 23 fc 44 fc 3 fc 14.7:1 7.7:1 0.5:1 Electric Room + 17 fc 31 fe 8 fe 3.9:1 2.1:1 0.5:1 Fire Riser Room + 20 fc 30 fc 12 fc 2.5:1 1.7:1 0.7:1 Freezer -f 27 fc 38 fc 11 fc 3.5:1 2.5:1 0.7:1 Janitor 105 +39 fc 39 fc 39 fc 1.0:1 1.0:1 1.0:1 Janitor 134 -I- 30 fc 30 fc 29 fc 1.0:1 1.0:1 1.0:1 Office 112 + 62 fc 92 fc 49 fc 1.9:1 1.3:1 0.7:1 Office 113 -I- 63 fc 1 93 fc 50 fc 1 1.9:1 1.3:1 0.7:1 Office 114 -- I- 63 fc 93 fc 50 fc 1.9:1 1.3:1 0.7:1 -- Office 115 + 63 fc 93 fc 50 fc 1.9:1 1.3:1 0.7:1 Office 117 + 43 fc 63 fc 25 fc 2.5:1 1.7:1 0.7:1 Office 120 + 60 fc 90 fc 47 fc 1.9:1 1.3:1 0.7:1 Office 122 -I- 73 fc 82 fc 68 fc 1.2:1 1.1:1 0.9:1 Office 123 -I- 73 fc 82 fc 68 fc 1.2:1 1.1:1 0.9:1 Office 124 + 73 fc 82 fc 68 fc 1.2:1 1.1:1 0.9:1 Office 125 + 73 fe 82 fc 68 fc 1.2:1 1.1:1 0.9:1 Open Office 118 + 70 fc 83 fc 35 fc 2.4:1 2.0:1 0.8:1 President's Office 116 + 57 fc 1 82 fc 34 fc 2.4:1 1.7:1 0.7:1 Receiving/ Will Call 136 + 48 fc 1 84 fc 26 fe 3.2:1 1.8:1 0.6:1 Reception 121 + 40 fc 55 fc 33 fc 1.7:1 1.2:1 1 0.7:1 Restroom 106 -}- 28 fc 36 fe 22 fc 1.6:1 1.3:1 0.8:1 Restroom 107 + 28 fc 36 fc 22 fc 1.6:1 1.3:1 0.8:1 Restroom 108 + 28 fc 36 fe 22 fc I 1.6:1 1.3:1 0.8:1 Restroom 131 + 32 fc 37 fc 26 fc 1.4:1 1.2:1 0.9:1 Restroom 133 -I- 30 fc 30 fc 30 fc 1.0:1 1.0:1 1.0:1 Scrubber + 4 fe 6 fc 2 fc 3.0:1 2.0:1 0.7:1 Secure Receiving -I- 33 fc 43 fc 1 24 fc 1.8:1 1.4:1 0.8:1 Transportation Manager 139 + 45 fc 72 fc 25 fc 2.9:1 1.8:1 0.6:1 _ Vestibule 111 -{- 44 fc 49 fc 35 fc 1.4:1 1.3:1 0.9:1 Warehouse Manager 138 -I- 45 fc 72 fc 25 fc 1 2.9:1 1.8:1 j 0.6:1 30 33 .. 5 35� . 5 5 3C 3 °36 36 37 36 3J645 35 37 33 39 '41 '4 i . r 30 34 35 36 36 35 a 33 37 37 38 37 37 36 3a 36 37 39 40 '42 '4 30 '3 36 37' 36 fi 36 37 3­7 38 38 37 36 35 36 37 3) 40 42 4 J ab 3•'. 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REFER TO 2. REFER TO ELECTRICAL UNDERGROUND PLAN ON E3-4. 3. REFER TO POWER RISER AND SCHEDULES ON E3-6. 4. REFER TO PANEL SCHEDULES ON E3-7 5. REFER TO HVAC SCHEDULE ON E3-8. PERMIT JULY 9, 2015 DRAWING__ O 0 0 N w `n J rn i (p Q M O uj cot� P oa ��om UQ < w Q z M otf0 Uz�n ci '� oc, cc W W ajo wp�Y QL�jZ U �O �WJmQ�LLWz¢z�; J W W wco Lu Ummz W =_ —=F- Z O C� = OzU(nQ���,ti lw ow-� Z wo Q= ?�zjLFU 0LLW:M Q z O U U Z O U � d w) a) �I O 0 u') O LL. C , a N Z V N U C o ux LL w (n co w Q 2 S. W W z F w�� Qcn.,a zU,s z OOUn i L ' JUw (D twi0�� W QpU(nL CL owU' � z .�Q-�'�Q OWzw, Ir _zzJa ����z> u w w Q �ii z Oz< Orw � rn ` J W � W U) Of Li- J F- u)- E)mzo ,r,.� Z >wo 0C,4U) UNUU>r�U I I I J 07 U z U O; = a w U O C z {Y U C_ o- F_ M a F U w f CIS 'o, - U O U) u: w in Q = F- (n N 1 0 00 c7 nU/ LL O O . o < 0) U) O w F_ w z w zI­ U wo z cfl Q® m �o Uo w I 0 O t z CI0INN,,,,, �0.�' 28289 i4ov,_ "N&III'mii JOB NO: - DATE REVISIONS SHEET NUMBER E3-1 SOUTH POWER PLAN