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HomeMy WebLinkAbout02-64W_SAND-SALT FACILITY_BURGESS ROAD'Pet mawy NICOaP OTID f SOUTH WINDSOR ENGINEERING DEPT. SAN)�/SALT FACI i R n.. F . R- , - 4�-== \\11 �r) x u 1 N Nme "..a, %mmof Nimof U \� & \� L----/ P R 0 %,� E, (7=�\T N 0 * 0 2 - 8 0 4 E L L I N G T OO N � 6 Q PROJECT LOCATION GRAPHIC SCALE 1000 0 1000 2000 3000 1 inch = 1000 ft. 'SOWN OF IV Lq (I I 6kna CONNECTICUT w ud 490* u 9 INDEX DESCRIPTION COVER SHEET/ LOCATION MAP KEY MAP BOUNDARY SURVEY SITE PLAN CONSTRUCTION DETAILS BURIED REFUSE RELOCATION (CROSS SECTIONS) ARCHITECTURAL PLANS OWNER/APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 . `C u v) 644— 25 I I M ATTH EW GALLI GAN TOWN MANAGER M I CH AEL J. GAN TI CK, P.E. DIRECTOR OF PUBLIC WORKS JEFFREY DOOLITTLE, P.E. TOWN ENGINEER SOUTH WINDSC i ENGINEERING DEPT SHEET NO. 2 3 4,5 I 7 1-4 (i2 �:<�• pia `C- �:: • �a�aat,aa,sv� DATE: 8-30-02 SHEET NO. 1 t f -- - � ; � � � I � � - !, � . -z::,_ - , ��,.V, - I -, 1� 1�1 -1 .......... 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C SS -- _ \ _ \ �� y'r z_ - s :i f i r::.. .. - t _ ' i f - i Ae ,\-..._ I Y f9i . k �'*e;;:4 , _ /" -, ' I `_A --- �j / i it .7 e 7.? 74-15 - i ' o- f,,�,_ - CT co _ -, X, ' I_ �:• -_- K. ,, i , - `mot M1 t' _ AjAAjNpNAt1 WORKS t �w _. < -• _ ?\ f , , - , -. s 1. ` O ` `s f . ~'' .r•` ;; 3 ti.. r x - .. /!�• _ ._. __.._..__ f -', _ 4 _. K_�___.._.._._ _..___-_,__. _.. _. �._-... I.----- - _. _. _.__ ._ _ _ __ __.. ... _ .__.. _ ___ _. _.. _ -- -- _ O 1. ! -- .. . , ., s . ` _ F l A t,- f1 _ - li" e. , ' - ,-.-,-'.',.. y t, . . f ` „`, "-a /J _-: g • • _ > '` - ` j f a - ',, �°'. - - . �. � - I -, ­1. , - - ­,-� - � '.- 4L 1�1.1` 11 ! 1-< ... '1 .. , :-' - ,.. _ _ / N 7 1, � � � . . ; , - - % �11� . 1, - . , . - �. - -,;, - -- - `- � .11 : � 1, ,-- -.------------..-. � I - '� ... - � I I \ . I 1. � .1 , ".- 11 '.. I-- .� I 1-1 ,-<.'I- - .- .-�- - - -- ..." . , I �` ., � / - I . - , I.- -.— . / I , - .,_�_ .. , ,,, �f..r.-.-,-_-.-.-_-_.-----_-.__.>__..-...._-___...._...._-.__ / -, I ; . I I . I ,� . . i: ? ' ` k ' r %'„ �\ 't _p r ,u- , .; _� -_ -, tiai . V /�'� ^ ti � ( ,�^v V lam\. l i 7 � :�.:-- �. . � � . . , -, .-', i A ( � \. , I- -- "I/ ---::�. O 1 .. '' `1 7 -7I --� z , - /, . I ,/i *"/ . --/,� I ---,,--�I, -- ",� --- -I 44 ! --�I_ \\ Y \ \-- I. \ ) �. // --, / , ., "' I ----- ,_._..) : i I/ I / I �_ �� \/ k---" . I I 1-1� /-- ,---,] I I I - -, - - - - .. . ,-�",z; - F, OWNER (APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-2511 '�111 -',,,' I --I',",,- 11.1 ;\ / ,\ 1�� _ , ` i T :Z, 5 \\ k ,�: . -- .t il\ I r -- V,. + S' i, • __ ,,\,` \ %' \ ,'F� w `,� \\ '`; �,-.! �, � -, , . -.� \ ,� , ,-----`--%--- . -.\ � , ."� - '' �` .fir -t' - 1 � ,I � / '*��,- . � - ., ._- j / I I � _ l�� /. >---� 4" - I ZONING DATA BLOCK ZONE: RR RURAL RESIDENTIAL ITEM REQUIRED/ALLOWED PROVIDED Lot Area 40.000 sq. ft, min. 42.10 ac. Lot Width 175 ft. min, 618 ft. Lot Depth 200 ft. min. 3516 ft. Lot Coverage 10% max, 2% f Impervious Coverage 50% max. 5.5% t Building Height 30 ft. max. 45 ft. * Front Yard 50 ft. 378 ft. Rear Yard 50 ft. 104 ft. Side Yard 20 ft, 2970 ft. * Variance granted by Town of South Windsor ZBA On 9/6/90 N/F ABUTTER LIST MAP LOT MAILING ADDRESS OWNER 73 2 91 NAUBUE AVE. MENDEZ EMILIO GLASTONBURY CT 060 �AVE.3 6 52 4 SULLIVAN A ULL T AD ASSOCIATES ER ROAD FOSTER 74 1 125 BURGESS ROAD PETERSEN, RUSSELL H. 15 155 GREENWOOD DRIVE LANZA, MICHAEL J. TRUSTEE 16 STRONG ROAD TOWN OF SOUTH WINDSOR 17 125 BURGESS ROAD PETERSEN, RUSSELL H. & SUSAN C. 86 7 643 STRONG ROAD DENFIELD, KARL C. & DEBORAH S. 8 643 STRONG ROAD DENFIELD, KARL C. & DEBORAH S. 9 574 STRONG ROAD SAZINSKI, ELIZABETH W. 10 574 STRONG ROAD SAZINSKI, ELIZABETH W. 11 595 STRONG ROAD QUEEN, HOWARD JR. & JOAN S. SURV. 12 45 CANDLEWOOD ROAD DILORETO, MARK & ROSA SURV. GLASTONBURY, CT 06033 13 574 STRONG ROAD SAZINSKI, BETTY WOLFE 14 574 STRONG ROAD SAZINSKI, BETTY WOLFE 15 STRO R NG OAD TOWN OF SOUTH WINDSOR 18 574 STRONG ROAD SAZINSKI, ELIZABETH W. 19 550 STRONG ROAD CONACI, ROCCO C. & PAULA SURV, SAND SALT FACILITY 159 URGESS ROAD TOWN OF SOUTH WINDSOR CONTRACT NO. ENGINEERING DEPARTMENT 02-804 MAP FILE NO. 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074 DRAWN BY: DESIGNED BY: CHECKED BY: DATE: J. PERNA J. PERNA J. DOOLITTLE 8-30-02 REVISIONS: SCALE: KEY MAP 1 "= 200' SHEET: n Or' 7 i •4a. I `r i N /77, 000 Town or .Sovt`h yr, •,•'se ti 3 t� S `T cct Jerry C. Iatttetta, Ton Engineer Marcia A.- Banach, Director of Pinnning John R. Collins, Chief Buildinq official Planning i toning Commission > i -4 >AJ olQ� K "f submitted to the Planning Depnrttsent. �- brrjv I.TnOw Vnur*. PLAN11IM An EONING COKKISSTOR Louis* C. Evans Chairman cct Inland Netlands Agency/Cmitrerration Comission M. Banach, Planning Director J. Collins, Chief Building official J. Iassetta, Town Engineer P. Shaw, Supt. of Pollution Control E. Belleville, Assessor N. Lanning, lire Marshal Registrar of Voters Engineer Applicant PtC Pile R&C>rC47+g�'rytr TOWN OF SOUTH WINDSOR CO ENGINEERING OtPARTMENI q •� MAP FIL9 No. 1540 SULLIVAN AVENUE SOUTH WIN DSOR, CONNECTICU't 06074 Y:�4*r QE i '//emp CHECRrb By: DATE. REVISIONS: /. Ra• vi r• o� Tit /ve // - 2.C? 9 a : / iiz'too i SHEET: „Z, J4c�ls�d Site 4 oco t,'em 4 - 9-90 20*r OF 7 N /'77, 00 ♦ PARCEL #74-1 N/F RUSSELL H. PETERSEN S67'52'21_"E - - - - - 3516.87 EXIST. GUY UTILITY POLE EXIST. Wd ( UTILITY POLE ---- o---�.- ----------------------------- SILTATION ...rr. �� I -------------------- - ExIST. BARRIER .."='.'..: - -� F �.�, ExISTING - - - - - ---SIGN s� J L= O SANIT. MANHOLE TF=91.73 S S TEMPORARY EXIST. BITUMINOUS DRIVE II BURGESS ROAD SOIL STOCKPILE . -•- - -- -- - ----- r'�+ SIGN ' `�\-u�►. - � - -- I \ u \' I EXIST, 2�2" PVC UTILITY CONDUIT _ - r -- _ - IN COMMON TRENCH - - - - _ I' - - _ _ _ - - - - EXIST. GRAVEL ROAD _ice } ••-- 50' BUILDING LINE _ _ � _ � 92--- GRAVEL DRIVE REMOVE EXIST. , GR VETYPENSPRECAST BIT CONC RAMP CLASS 2 NEW ELECTRICAL SERVICE I TALL - I I r - -___ _ - WOOD RETAINING WALL - D , I IN PVC CONDUIT HANDHOLE I / i \ REMOVE EXIST. a ; .. UTILITY POLE a 1 8'TYP. I I 378' I TP172 -� EXISTI. I NG IST - - - - - - - - - - - - - - - - - - - - - IGN f - - - - - BENCHMARK TOP OF MON. ELEV.=87,64 SALT TO BE REMOVE , c� \ \ - 1 D TPT, LEGEND RECYCLING % r f.ROPOSED T 3 ZIP CENTER / , ExiST.f ` F SAND/SALT ® Q _ PLa SIGNS fklgT J I ! ' ` ' \ I ! Ten BUILDING I 0.0 Z) I Tee GArf' i% �/ %l+ + I C i 5' Q FLOOR ELEVATII 92,75 BITIJ�IINO:JS rONC J?� EXIST; GRAVEI I i I Q TEST BORING LOCATION � / J / �j0 ---- - - / / // 9� , I r BITUMINOUS CONCRETE' TPTa �(O�c ­­ Cr o PARKING AREA ` ® ti AAA '/-PA W/ C RBING ® TEST PIT LOCATION rq / \ TPIT3 144` or ti c --4- \ a J I WORK I I PAVEMENT �_I < Leo 24'. z CLASS 1 to STORAGE AREA F I �� EDGE OF WOODED AREA ( DETAIL) L------ -- -- qCJ �Q\ iv - - - --" -` ------ - �96 \� / T / r/ SSE L N STORAGE... - / i� ---------- - - - --- -- i I� L I SURVEY CONTROL POINT �� ( _ i - -- LEAKOFF x - - - '� - ^ \ ` ' \ \ -- - _ / / ( , / STEEL -BOLLARD 84.5' (TYPICAL) II (SEE DETAIL} �.............a a II I1 II J BIT. CONC. RAMP BIT CONC. DRIVE ,` 135 L. •.• II CLASS 2 N c7 8"SDR- 5 PVC z CLASS 1 .. r °j °' ROOF DRAIN I II m EXIST, BITUMINOUS DRIVE II @ MIN. SL P=0.5%'., U-GROUND EL CTRlc , LOAM, SEED N t t t REMOVE EXIST. r' at� & MULCH SAND II ' \ \ PILE CONIC(.RETAINING OTIHERS)WALL 3 \_-96LIMIT OF ` to REGULATED ACTIVITYI 440 L.F. , ` LIMIT OF - f i \ t� PARCEL #74-1 �\ �\ AREA SILTATION /AFL=89,0 CtE4RING- __ _ - --1 \\ N N/F RUSSELL H. PETERSEN ' BARRIER g_ \ _ - J } _ / RIP -,RAP -PAD _ so RCQ E CB - MODIFIED T. NOTES: ExlsT' PLACE O LEAKOFF HAYBALES 1. LOT INFORMATION TAKEN FROM MAP ENTITLED RECYCLING CENTER PUBLIC WORKS BURGESS ROAD", TOWN OF SOUTH WINDSOR, ENGINEERING DEPARTMENT, <'® \ EDGE EXIST. MAINTENANCE 1540 SULLIVAN AVENUE, SOUTH WINDSOR, CT 06074, CONTRACT SAND/GRAVEL ��.- � _ fir,;. .• ' oO/ 0 FACILITY NO. 89-821, DRAWN BY: \\ E.G.E., CHECKED BY: A.B.D., DATE: 11-15-89 -AREA--- - - I Ph�G . PKNTOP OF CURB � REVISED TO 2-9-90, SCALE: 1 =200 , SHEET 2 OF 9. �\ LIMIT OF �� ELEV.=87.26 WETLANDS(.: ��5 _ 2. WETLANDS AS DEPICTED FIELD DELINEATED BY CONNECTICUT ��111 l REGULATED ARE ' ECOSYSTEMS, LLC ON 4/19/02. 3. EXISTING UTILITIES AS DEPICTED ON THE PLAN ARE TAKEN FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. co \ \\\ 1 / :. / I BEFORE EXCAVATING, CONTACT "CALL -BEFORE -YOU -DIG" AT w��\�� - 1-800-922-4455. 4. ANY FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR ENGINEERING DEPARTMENT. f i ,,,fl ( / f \ 5. BITUMINOUS CONCRETE CLASS 2 PAVEMENT SHALL BE PLACED ....--... / A A FLOOR FOR THE BUILDING. / 6. CONTOUR LINES ARE AT 1 FOOT INTERVALS, 7. TOPOGRAPHY IS BASED ON FIELD SURVEY BY THE TOWN OF SOUTH WINDSOR ENGINEERING DEPARTMENT, SPRING 2002. HORIZONTAL AND / VERTICAL CONTROL BASED ON MDC DATUM. W W V) V) w� `7�wtx o�•�otctlz `1lJr'.ulgdc • 1540 SUlLWAN AVENUE • SOUTH WINDSOR, CT OW74 TUEPHONE (860) 644-25U !'RnTrMn MAff. October a 2002 Mr. Joseph J. Perna Town of South Windsor I540 Sullivn Avenue South Windsor, CT 06074 Ite: Appi ON-60P. TOSW SaodJSalt Facility We am pleased to advise you thatthe Plmd Department approved your application on October 2Z 2002 with modifications for the above referenced application for it Site Plan of Development This approval is for the construction of a sand and salt shed on property located 157 Btu Road, RR 2boo as shown on plans prepared by doe Town of Somh Windsor, Job No. 02-804. dated August 30, 2002, as revised. This approval is subjcd to tbo following modifications: 1. Prior to commtncemet of any site work, a mating must be bid with Town ShfE 1. No building permit will be Word until the final myun have been filed in the Town Clerk's offim 3. This application is subject to the conditions of approval of the inland Wetlands Agmcy/Consavaliou Commission 4. An as -built plan is requited prior to issuance ofa Certificate ofOccupancy pa Section 8.1.10 of the Zing Regulations. 5. Footing dtairo are required if the building has a basement 6. All plans used in the field by do developer must bear the sump and authorized signature of the Tawas of South Windsor. 7. The bmkling number must be included on the final plan. Block aid whine traospeat myis s of Sbeet M4 with the above modifications, togetb r with three blueprint copies oftbe entire set ofplans mug be submitted tothis Commission within 30 days to be stamped old signal The letters ofapprovai ofthis Commission as weft as the rnlana wsinarnas asgelrcyn,oneaYauona,ommlaaoo mus'1 oat acpiom+cEa uo taco myieas. After the mylan have been algaed by the Commission. they will be returned to your for filing in the Office ofthe Town Clair. Aflerfiling thew p4Iacopy ofthereceipt must besubmitted to the Planning Department Sincerely, Michele R. ripe. AICP Planning Depatmxar MRI/kah M ChrefBmlu- Official Assessor Fite Marshall 8. THE CONTRACTOR SHALL INSTALL SAFETY FENCING AROUND THE %run o�South `ll)rru%dc - - -- 50' BUILDING LINE PERIMETER OF THE WORK AREA TO PROVIDE FOR PUBLIC SAFETY. 1540 SULLNAN AVENUE • SOUTH WINDSOR, Cr 05074 �- TEUUNONE ) 11 ( 0 TUC Tf11A/AI ,1C Cfl1ITu %A/INInQ0D DI IDI It" %A/flDVQ nCDADTAACKIT QWAl I �,.►��/ J. II IL IVYr1Y VI JVV 111 7r11VVJV1\ 1 VVLIV 7r VI\1\J VLI /11\ IIYI LIY I JI 1I-1L{- October 25, 2002 - Matthew Galligan, Town Manager Hand Delivered Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Appl. M02-64W, Town of South Windsor Minimal impact application, 157 Burgess Road, RR, residential zone Dear Mr. Galligan: The Inland Wetlands Agency/Conservation Commission, through staff has approved minimum impact application 502-64W - Town of South Windsor, 157 Burgess Road. Inland Wetland/Conservation Commission minimal impact application for the construction of a salt storage shed within the upland review area (Assessors, Map #74, parcel A 16). This approval is, subject to the following conditions: 1. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 2. The permit is valid for tan years and shall expire on October 25, 2007. It is the lantiowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 3. All additional approvals required must be obtained and submitted prior to any activity on the site. 4. The applicant shall cause notice of the decision to be published in a daily newspaper having a general circulation in the Town. The nertil moat be published wlthln tets(10) days of that decisdon. The appHeant must .."".....� tlr�� �.�n..^� "�uwYa w!•W�- vow•' w ywrrw ton.• aiw � w v� u,�as a copy of the pubUskod legal notice. Appeal of this dectsam may be ar brought to the Agency within fifteen (15) days after the publication date of the notice. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION d�fixIc Jeffrey H. Folger, Environmental Planner cc: Inland Wetland/Conservation Commission chief Building Official Town Engineer REMOVE THE EXISTING CONCRETE BLOCK RETAINING WALL PRIOR TO SITE PREPARATION BY THE CONTRACTOR. 10. THE GRAVEL ACCESS DRIVE AS DEPICTED, SHALL BE CONSTRUCTED _ N68'48'26"W -_ - _ WITH 6 INCHES OF PROCESSED AGGREGATE MATERIAL. 3515.35' PARCEL #73-2 /r rat ur � a era ll�r� NCI' r-MILIU Mt.IVUtL OWNERfAPPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE q(1lITH WIKingr)R> rT C16(174 TEL. (860) 644-2511 SAND SALT FACILITY 159 URGESS ROAD TOWN OF SOUTH WINDSOR CONTRACT NO. ENGINEERING DEPARTMENT 02-804 MAP FILE NO. 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074 DRAWN BY: DESIGNED BY: CHECKED BY: DATE: J. PERNA J, PERNA J. DOOLITTLE 08-30-02 RG VISI VIV S: C-flALE: 1"=4°' SITE PLAN SHEET: 40F7 T PARCEL #86-12 N/F MARK & ROSA DILORETO, SURV. S67.52'21 "E 3516.87' EXIST. EXIST. DOG UTILITY POLE UTt61TY POLE POUND �---------------- - - - —-- EXIST. BITUMINOUS ROAD �� - \ EXIST.------__ ---_ -DSIGN -- -- -- -- -- -- -- -- -- -- -- ° i 1L -- -- -- -- -- -- -- -- EXIST. / o o OU-PDSTS low —la �����■��'` ° oo _0 0 - EXIST. \ '"��\� ` 0 0 0�� 0\ °SIGNS 530 L.F. \ — 96 SILTATION BARRIER _ \ 50' BUILDING LINE• // / _ \' \\_� x \ L —94 _ ■ lV ■ `11 ` \ / ! I `, \ _ .. \ \tin\ �UflT/ '�. / \ ` "�.t � -- - - - - � - \ \ \ \ \ \ ' %_ \' _ \ �.9 z I ` _ � i 1+00 '\ 2+94 �1� / \ c^ EXIST. LEAN-TO x \ � I i \• SEE` £RIZSS_SECT10N5 ��\ SIGNS FXlsr I LEAF DISPOSAL \ �i pp \ \� \ G� / ' \ SITE #1 * \ \ � � � \ \` , 94, LIMIT OF COVER MATERIAL \96 =2- REMOVE TREES IN AREA RELOCATION AREA - - ' TEMPORARY r r' OF DISTURBANCE FOR EXCAVATED REFUSE - SOIL (TYPICAL) c�Tnnv nu'r ' _ -___ --- --- � ----- ----- DRIVE - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST. - _ - `GRA \II - \ \ ------- - - - - -- - wwwo SILTATION i - - " TEMPORARY BARRIER \ \ ' TOPSOIL \ Jo STOCKPILE do do - --- - -- ----�■�� 70 \ \ LEAF COMPOST SITE \ \ I 1 I N68'48' 26"_W_- .__ 3515.35' PARCEL #73-2 N/F EMILIO MENDEZ 101WON: I:7/_lameywrl a I I VVVIN VF SVU I H vvIIVuSVR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-2511 SAND SALT FACILITY 159 U RGESS ROAD TOWN OF SOUTH WINDSOR CONTRACT NO. ENGINEERING DEPARTMENT 02-804 MAP FILE NO. 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074 DRAWN BY: J. PERNA DESIGNED BY: J. PERNA CHECKED BY: J. DOOLITTLE DATE: 08-30-02 REVISIONS: SITE PLAN SCALE: 1"-40 SHEET: 5 OF 7 M. I j ANGLE POSTS 5' UPSLOPE FOR STABILITY AND SELF- CLEANING. I I I=1 11=1�A�F POST 95° -I = 1. SET POSTS AND EXCAVATE A 6"x6" TRENCH UPSLOPE FROM POSTS. F 12" MIN. ' \ 2. STAPLE THE SILT 1 FENCING TO THE SILT END OF THE POST FENCING I\ 1 1 1 1� I I -I I-1 I -I 1 1-1 1 I- 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER I THE WOODEN POSTS AND EXTEND 11 TRENCH AND COMPACT FABRIC �- IT INTO THE TRENCH THE EXCAVATED SOIL. I I I COMPACTED I BACKFILL lE ' _► I I- IIIIIII- CONSTRUCTIO" OF SYNTHETIC FU11= G� SUA'�RIE NOT TO SCALE ROUNDED CONCRETE CAP 6" (NOM.) SEAMLESS STEEL PIPE, FILLED WITH CONCRETE & PAINTED 4'-0" "SAFETY YELLOW" V// DEPTH TO INVERT VARIES SEE PROFILES 6°MIN. /_ PROPOSED GRADE I.D. + 2' 12° MIN, 12° 12° MIN I.D. 0-0-0 0 0 0 0 000©000©00000©0 PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 120-� MAX. 24° ABOVE PIPE APPROVED BACKFILL PLACED AND C❑MPACTED IN 12` LAYERS " (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3°� �C❑MPACTED1,IN 6° LAYERS NO STONE LARGER THAN 1-1/2°. - MATERIAL SHALL MEET D.❑.T, M2.05 - BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4° CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER, MATERIAL SHALL MEET D,❑.T. M.02.1 FOR 3/4° ST❑NE, BACKFILL TO SPRINGLINE OF PIPE WITH 3/4° STONE WHEN USING P❑LYTHYLENE OR CPP PIPE STORM DRA�N TRENCH DETAL NOT TO SCALE PAVEMENT I GRASS FINISHED GRADE �I 12" BIT. CONC. TOPSOIL III- „ BASE WARNING TAPE 12 TO 15 _ =1 -III III- -III IIIIII APPROVED BACKFILL PLACED 3'-6" II II AND COMPACTED IN 12" LAYERS 12"MIN. SAND BITUMINOUS CONC. PAVEMENT I 12" _ I PRIMARY ELECTRIC SERVICE CLASS 1 r MIN. 2"PVC SCHEDULE 40 ° a BUILDING FOUNDATION & CONCRETE WALL 24" DIA. CONCRETE BASE (MAY BE INCORPORATED .4 4 ZA INTO BUILDING FOUNDATION) 6" a .a BOLLARD DETAIL NOT TO SCALE U TD LL TY TRENCH DETAIL NOT TO SCALE BUILDING INTERIOR WALL 1-1/2" BIT. CONC. CLASS 2 SURFACE COURSE �- 3" BIT. CONC. CLASS 1 BINDER COURSE CONCRETE a° 6" PROCESSED AGGREGATE BASE BASE WALL COMPACTED GRANULAR SUBGRADE TOP LAYER - 6" MIN. GRAVEL e GRADING "A" IIIIIIII i II 1I- 0 f UWNOUS CONCRETE PAVEMENT NOT TO SCALE 3" BIT. CONC. BINDER 6"I 11 I /q.g• n 121 ° .o -o a 4' d a e ° NOTE: TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT PER M 04.01.1 d4 FORM 814A 8,�TWWNOUS CONCRETE LIP CURB R SECTION NOT TO SCALE SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 870 POUNDS PER ACRE OR 20 POUNDS PER 1,000 SQ. FT. USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOP DRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE REQUIRED TO MAINTAIN A SOIL pH LEVEL BETWEEN pH6-pH7 (SOIL TEST REQUIRED). PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 15 AND AUGUST 15 TO OCTOBER 1 USE THE FOLLOWING MIXTURE: CREEPING RED FESCUE 50% PERENNIAL RYE GRASS 50% APPLY 1 POUND PEP; 1,000 SQ. FT. OR 45 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. TEMPORARY VEGETATION COVER SEEDING DATES: MARCH 1 TO OCTOBER 1 ANNUAL RYE GRASS 100% APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. OWNER/APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-2511 SEDIMENTATION AND EROSION CONTROL NARRATIVE PROJECT DESCRIPTION THE PROJECT SITE IS LOCATED AT THE PUBLIC WORKS MAINTENANCE FACILITY WHICH IS ON THE SOUTH SIDE OF BURGESS ROAD. THE SITE IS ALSO THE LOCATION OF THE T OWN'S CLOSED LANDFILL. THE SCOPE OF THE PROJECT INCLUDES THE CONSTRUCTION OF A 10,000 S.F. STORAGE BUILDING WITH RELATED SITE WORK INCLUDING UTILITIES INSTALLATION, EXCAVATING OF MUNICIPAL SOLID WASTE, AND GRADING. THE BUILDING IS NECESSARY TO STORE THE SAND/SALT MIX USED BY THE TOWN FOR WINTER DE-ICING OPERATIONS UNDER COVER, IN ACCORDANCE WITH THE SATE OF CONNECTICUT DEP REGULATIONS. THE PROPOSED BUILDING WILL BE LOCATED IN THE AREA OF THE EXISTING OLD SALT SHED, WHICH WILL BE DEMOLISHED. SUBSURFACE EXPLORATION INDICATES THAT A LAYER OF MUNCIPAL SOLID WASTE LIES BENEATH THE BUILDING FOOTPRINT WHICH MUST BE EXCAVATED FOR CONSTRUCTION OF THE BUILDING FOUNDATION. IT IS ESTIMATED THAT APPROXIMATELY 2300 CUBIC YARDS OF REFUSE MUST BE EXCAVATED WHICH WILL BE REBURIED ONSI T E. THE EXCAVATED MATERIAL WILL BE REBURIED IN A DEPRESSED AREA ON THE NORTH SLOPE OF THE EXISTING LANDFILL, APPROXIMATELY 1000 FEET WEST OF THE PROPOSED BUILDING LOCATION. THIS AREA WILL BE OVERLAID WITH 2 FEET OF LOW PERMEABILITY COVER MATERIAL. THE TOP LAYER OF COVER MATERIAL WILL BE 4 INCHES OF TOPSOIL THAT WILL BE SEEDED AND MULCHED TO GROW GRASS. IT IS ESTIMATED THAT THE EXCAVATION AND REBURIAL OF REFUSE ONSI TIE WILL TAKE 4 WEEKS. THE EXPOSED LANDFILL FACE WILL BE COVERED WITH CLEAN FILL OR PLASTIC AT THE END OF EACH DAY. THE EXCAVATED MATERIAL WILL BE SECURELY COVERED WITH 12 INCHES OF COVER MATERIAL OR PLASTIC BY THE END OF EACH DAY TO REDUCE ODORS AND DUST. THE CONSTRUCTION SITE WILL ALSO BE RINGED WITH CONSTRUCTION FENCING TO SEPARATE THE SITE FROM THE TOWN GARAGE WORK AREAS AND THE PUBLIC ROAD. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE BEFORE AND DURING CONSTRUCTION OF THIS FACILITY. THESE INCLUDE THE INSTALLATION OF SILT FENCE AND HAY BALES AS NEEDED DOWN GRADIENT OF THE CONSTRUCTION AREAS, AND AROUND ANY CATCH BASINS OR LOW POINTS DOWN GRADIENT OF THESE AREAS. WATER AND CALCIUM WILL BE USED TO CONTROL ANY DUST FROM THE SITE. NOTES 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITY. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS SHALL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL', 2002 AND TOWN REGULATIONS. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 3. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD IF DEEMED NECESSARY BY THE ENGINEER OR THE AGENTS OF THE TOWN OF SOUTH WINDSOR. 4. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL SILT FENCING RETAINING SEDIMENT TO A DEPTH OF 12 INCHES OR MORE SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 5. THE CONTRACTOR SHALL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF THE PROJECT. DUST CONTROL MEASURES SHALL INCLUDE, BUT IS NOT LIMITED TO APPLICATION OF WATER ON EXPOSED SOILS AND HAUL ROADS AND THE SPREADING OF CALCIUM CHLORIDE AS NEEDED OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR OR IT'S AGENTS ON THE SUBGRADE OR IN OTHER AREAS OF THE PROJECT UNDER CONSTRUCTION FOR THE PURPOSE OF CONTROLLING DUST. 7. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. CONSTRUCTION SEQUENCE 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR STAFF. 2. THE LIMITS OF CLEARING AND BUILDING LAYOUT SHALL BE STAKED OUT BY A LICENSED LAND SURVEYOR AS SPECIFIED IN THE CONTRACT DOCUMENTS. 3. INSTALL ALL PERIMETER EROSION CONTROL MEASURES AS DEPICTED ON THE PLANS. 4. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. REMOVE ALL EXISTING STRUCTURES AND UTILITIES AS REQUIRED. ALL CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE SITE AND DISPOSED OF IN AN APPROVED MANNER. 5. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILE WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 6. REMOVE AND STOCKPILE EARTH COVER IN AREA OF THE BUILDING EXCAVATION AND IN DESIGNATED AREA OF REFUSE RELOCATION. CUT AND FILL ALL OTHER AREAS TO SUBGRADE. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. 7. RING CONSTRUCTION AREA WITH SAFETY FENCING TO PROTECT THE SITE AND PROVIDE FOR PUBLIC SAFETY. 8. EXCAVATE THE EXPOSED MUNICIPAL SOLID WASTE IN THE AREA OF THE BUILDING FOOTPRINT AND DEPOSIT ON SITE IN THE DESIGNATED RELOCATION AREA AS SHOWN ON THE PLANS. GRADE AND COMPACT THE REFUSE TO A UNIFORM GRADE CONSISTENT WITI-I THE PROPOSED CONTOURS. COVER EXCAVATED OR EXPOSED MATERIAL WITH 12 INCHES OF COVER MATERIAL OR PLASTIC BY THE END OF EACH WORK DAY TO REDUCE ODORS AND DUST. 9. EXCAVATE TO INSTALL STORM DRAINAGE AND UTILITIES. ANY MUNICIPAL SOILD WASTE ENCOUNTERED SHALL BE DEPOSITED ON SITE IN THE DESIGNATED RELOCATION AREA. 10. FOLLOWING THE GRADING OF THE REFUSE MATERIAL, PLACE A 20 INCH LAYER OF EARTH COVER OVER THE RELOCATION AREA. WHEN EXCAVATION OF ALL MUNCIPAL SOLID WASTE IS COMPLETED AND EARTH COVER PLACED, COVER THE ENTIRE RELOCATION AREA WITH 4 INCHES OF LOAM AND FINE GRADE. PLACE LIME, FERTILIZER, SEED, AND MULCH AS SPECIFIED IN THE CONTRACT DOCUMENTS. 11. PLACE AND COMPACT GRANULAR FILL AS A FOUNDATION FOR THE BUILDING STRUCTURE AND IN UTILITY TRENCHES TO REPLACE UNSUITABLE MATERIAL. MATERIAL THAT HAS BEEN EXCAVATED AND STOCKPILED AND IS DETERMINED TO BE SUITABLE BY THE ENGINEER MAY BE REUSED AS FILL MATERIAL. 12. PREPARE SUBGRADE FOR PLACEMENT OF BASE MATERIAL AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 13. PLACE BASE MATERIAL AND BINDER COURSE OF BITUMINOUS PAVEMENT PER THE CONTRACT DOCUMENTS. 14. CONSTRUCT BUILDING AND OTHER ASSOCIATED STRUCTURES. 15. PLACE TOP COURSE OF BITUMINOUS PAVEMENT INSIDE THE BUILDING AND CONSTRUCT RAMPS AT ENTRY/EXIT POINTS. 16. AFTER BUILDING CONSTRUCTION IS COMPLETE, LOAM, SEED, AND MULCH ANY DISTURBED AREAS. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2003 ESTIMATED COMPLETION DATE FOR THE PROJECT - SUMMER 2003 OPERATIONS AND MAINTENANCE SCHEDULE THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR TEMPORARY AND PERMANENT SEDIMENTATION AND EROSION CONTROLS. IT IS INTENDED AS AN OVERALL GUIDE. ABNORMAL CONDITIONS SUCH AS A LARGE STORM EVENT OR EXTENDED RAIN OR SNOW CONDITIONS MAY REQUIRE MORE AGGRESSIVE MEASURES TO MAINTAIN THE SITE IN A STABLE CONDITION. TEMPORARY MEASURES: 1. THE CONTRACTOR OR SUBCONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL SHOWN ON THE PLANS, IN ACCORDANCE WITH EPA REGULATIONS AND THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL (2002), AS AMENDED. 2. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT. THE MEASURES SHALL BE PROMPTLY REPAIRED AND/OR REPLACED AS NEEDED. ACCUMULATED SILT SHALL BE REMOVED WHERE IT REACHES A DEPTH OF 12 INCHES. 3. CALCIUM CHLORIDE OR WATER SHALL BE SPREAD AS NEEDED OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR ON THE Sl IRGRAnF nR ilk nTHFR AREAq nF THE PRn.IFCT I INnFR CnN4TRl1CTInN FnR THE Pt IRpn-,F nF rmTRni I wn DUST CONDITIONS. 4. EROSION CONTROL STRUCTURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH HAS BEEN SECURELY STABILIZED. AFTER REMOVAL OF STRUCTURES, DISTURBED AREAS SHALL BE REGRADED AND STABILIZED AS NECESSARY. SAND/SALT FAC �� I Y U 59 1 URGF SS RO A\ I'l) TOWN OF SOUTH WINDSOR CONTRACT NO. ENGINEERING DEPARTMENT 02-804 MAP FILE NO. 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074 DRAWN BY: J. PERNA DESIGNED BY: J. PERNA CHECKED BY: J. DOOLITTLE DATE: 8-30-02 REVISIONS: (� QQ � IIII ((��� j� II RUC CONS URUC U��N rE I A � L S SCALE: N.T.S. SHEET: 1 6 O1= 7 1 +50 92 100 LIMIT OF REFUSE EXCAVATION 92 -100 -80 -60 -40 -20 0 20 40 60 80 100 100 96 92 6:1 S LO E 2 M N. ( YPICA) i I V (1 YPIICAI ) /1IP 1+00 B�MIN. (T P. MIN. - I IJ 100 96 92 -100 -80 -60 -40 -20 0 20 40 60 80 100 0+50 0. % IN (YP. 6° 1 SLOPE IN. (TYPICAL) ' s OVA R MA ER AL Ty IC L) R LO'AlED CO P C ED �- EF S ( YP ) / 100 --- EXCAVATE EXIST. COVER MATERIAL TO 1.5' (TYP.) 96 92 92 -100 -80 -60 -40 -20 0 20 40 60 80 100 100 96 92 0+ 00 E IS ING G A E / (YICA) /-F M ET EXIST. G AD 100 96 92 -100 -80 -60 -40 -20 0 20 40 60 80 100 CROSS S C T NS SCALE: 1 "=40' HOR2. \/P-PT 104 100 96 XCAVA7 00N PLAN SCALE. 1 "=20' i 2 50 MELT EXIST. 104 96 92 92 -100 -80 -60 -40 -20 0 20 40 60 80 100 2 00 104 100 :1 SL P 2' MI . (T IC L) 96 92 104 100 96 92 -100 -80 -60 -40 -20 0 20 40 60 80 100 EXCAVATED REFUSE COVER D E T L N.T.S. STEP A �r EXISTING GRADE i i / EXCAVATE EXISTING COVER MATERIAL TO 18" BELOW EXISTING GRADE ' / V STEP B r 24"(MIN.) BELOW PROP. FINISH GRADE J i PLACE AND COMPACT EXCAVATED REFUSE TO GRADE NOTED STEP C 4"(MIN.) BELOW PROP. FINISH GRADE _ -- 20" J i COMPACTED REFUSE / PLACE AND GRADE 20"(MIN.) OF COVER MATERIAL TO GRADE NOTED I � STEP D PROPOSED 4'° FINISH GRADE I I COVER MATERIAL J l / COMPACTED / REFUSE i i PLACE AND GRADE / 4"(MIN.) OF LOAM / OVER COVER MATERIAL / TO GRADE NOTED, SEED AND MULCH OWNER/APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE cni i T U XAnnirnQno nT nan-7A JVV II I VVIIVVJVI\, ki I VVV/-h TEL. (660) 644-2511 EXCAVATING AND COVERING REFUSE MATERIAL THE CONTRACTOR SHALL FOLLOW THE PROCEDURE OUTLINED BELOW: 1. THE CONTRACTOR SHALL REMOVE AND STOCKPILE EARTH COVER IN AREA OF THE BUILDING EXCAVATION OR ALONG EXCAVATED UTILITY TRENCH. SUFFICIENT SETBACK SHALL BE MAINTAINED TO AVOID TRENCH CAVE-IN. THE EXPOSED REFUSE LAYER WILL THEN BE MEASURED TO DETERMINE DEPTH. 2. THE CONTRACTOR SHALL REMOVE AND STOCKPILE EARTH COVER IN DESIGNATED AREA OF REFUSE RELOCATION. SILTATION BARRIER SHALL BE INSTALLED PRIOR TO ANY DISTURBANCE IN THIS AREA. 3. THE CONTRACTOR SHALL THEN EXCAVATE THE EXPOSED REFUSE MATERIAL UNDER THE ENTIRE BUILDING FOOTPRINT AND IN THE UTILITY TRENCHES AND DEPOSIT THE REFUSE ON SITE IN THE DESIGNATED RELOCATION AREA AS SHOWN ON THE PLANS. 4. THE BOTTOM OF THE ACTUAL COMPLETED AND ACCEPTED TRENCH OR BUILDING EXCAVATION WILL THEN BE MEASURED FOR DEPTH AT LOCATIONS TO BE DETERMINED BY THE ENGINEER AND USED TO CALCULATE QUANTITY FOR PAYMENT. 5. THE CONTRACTOR SHALL GRADE AND COMPACT THE REFUSE TO A UNIFORM GRADE CONSISTENT WITH THE PROPOSED CONTOURS. 6. FOLLOWING THE GRADING OF THE REFUSE MATERIAL, THE CONTRACTOR SHALL PLACE A TWO FOOT EARTH COVER OVER THE ENTIRE AREA (EARTH COVER SHALL MEET THE STATE OF CONNECTICUT DEP SPECIFICATIONS FOR LANDFILL COVER). THE TOP 4 INCHES SHALL BE LOAM HAVING A UNIFORM GRADE. THIS SHALL BE SEEDED AND MULCHED. NOTE: THE CONSTRUCTION SITE SHALL BE RINGED WITH CONSTRUCTION FENCING TO SEPARATE THE SITE FROM THE TOWN GARAGE WORK AREAS AND PUBLIC ROAD. THE EXPOSED LANDFILL FACE WILL BE COVERED WITH CLEAN FILL OR PLASTIC AT THE END OF EACH DAY. THE EXCAVATED MATERIAL WILL BE SECURELY COVERED WITH 12 INCHES OF COVER MATERIAL OR PLASTIC BY THE END OF EACH WORK DAY TO REDUCE ODORS, DUST, ETC. SAND/SALT FACUTY 159 BURGESS ROAD TOWN OF SOUTH WINDSOR CONTRACT NO. ENGINEERING DEPARTMENT 02-804 MAP FILE NO. 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074 DRAWN BY: DESIGNED BY: CHECKED BY: DATE: J. PERNA J. PERNA J. DOOLITTLE 8-30-02 REVISIONS: aUMEI� REFUSE RELOCA1 o0H S`ALRAS NOTED CROSS S CM N S SHEET: 7OF7 ASPHALT SHINGLES OVER 150 RUING FELT OVER 5/0' EXT. GRADE PLYWOOD , SWEATHMG ON 2X4 PURLINS 0 24'O.C. CsALV. METAL DRIP EDGE iXS WOOD FASCIA STAINED l NAIL BRACES TO PURLIN t ROOF: DECK CONNECTiCNI j TOP OF TRI. 8 . i/ TOE -NAIL c 24' O.C. W/ 10P TO GIRTS (2) 2X6 LEDGER BOARD Ti-'.;-,-W BOLTED BOLTED THROUGH GIRT W/ 1/2' DIA. GALV. BOLTS STAGGERED 24' O.C. PROVIDE HURRICANE CLIP (2) 2XI2 HEADERS BOLTED TO COLUMN W/ (2) i/2' DIA. A.B's GALVANIZED - LAMINATED 4X6 PRESSURE TREATED WOOD COLUMNS A 1 DEtAfL 144' to'-o• 12' o' 12'-0• 24'-0• tz'-m' t2'-o' 12'_0' a'_o° SCA�E3/4r=�V-�' ------ ---- — - -- ,�-- - - — -73 11'-b' .I m' Ii'-O' 1'-O' 3'-b' ib'-m' 3'-b' t'-m' Ii'-O' �' iT'-m' •' it -o' (t A fi+,tL - • - .f- .. f f ,f L,f .F .f - ; ,/ ,f A' ,/ A< f � } 1 �• \ 4'-,D' Ai 4'-a' 3'-�' in ® Q �o I �` x -- ' 2 L1_ w4 �C 3/4' L.V - _ `'\ --- - - \- + x, - _ - - r-- 'I. ' �i MI ■ �.-i' 23 SPACEb • 4'-0' o �'-�' ' �I D _b SPA�C:Eb � 4 -m' _. _20'-� 3 b t1'-O i -7 --- ---- -- i ., FRODUCT AND STRUCTURAL INEOFR ' ATiON �! �, GENERAL NOTES rl HOT DIPPED GALVANIZED R PLATE t 4, \ / I ANCHOR POST ATTACH TO WALL W/ (2) 100 AMP SERVICE PANEL = '� C All uxwk shall be in earapltance uiith the BOCA Cods and all local ordinances. 19W STATE i' ULDING - caoe tlaTµ 2 �;� 3/4' DIA. X 12' LG. ANC140R. BOLT (HIS - - - _ 2- Do not scats drawings. All dimenslons shalt be as shourL itSotIN ArcHtect of any dtscr0panciaa. - i ^ ! + -m \ I / �. I ' 150 WATT-HPS LIGHTS, SPOT. 3 Mara.ritcurr provides a guwantse against defects In material and workrw*Hp for a period of ors year o• 9' I Qj for the buitding and . Mamfactrrares warrantees 40 years on roof sh%eW standard pro -rated $I pIl �D'-O ---- _ ,-32'-D' -- I ��- +_ 33m IMPS I'Sm i+P3 9Z'_ 150 i�P3 -- ism N£'g � -- , `— ----- -- -- - - -- - I Qi / X 4' X-N4' �NICLES :.l.D G,ALVANIZED EMEeDDED 150 WATT NPS LIGHTS ON DESIGN L® !�—S •, r �� I \ /• ! INTO DOOR OrY firms ��" �aRB (2-T1 1 EACH OPENING PHOTO CELL -' - - -- I \ li / / , 250 WATT HPS LIGHTS ON PHOTO CELL - --. - C Gourd d+owi Load 3m PBF. -� . 0 z weed Load IIO t tP4, 91 \ / r- l2) 36' FAN LOUVER - ' i G HALF O 48' 0.C. FOUND AT I ON .- -� - ut CONIC. BASE WALL Nk, C All show grads concrete to be air entrained 4-67i -- �- 2. All concrete for foundation wall, rootires• etc, shill reach an tAwAte strw#* of love pall. • 1 days = - � - J •+ � � ; �/ fi CONC. WING WALL W/ PAD and 4~ pa.t. a 20 days. Concrete wtx design shall be per A6TM C150 and Corns k%A DOT ISi4A. Al kAw for I F � � 0 '� I - i • eonCrete surfaces aFralt be sMled wWt Sitars blloxans sNler. 14� p WOW ap\ - ,p• 0 7 3. Concrete reinforcing steal shall be Girads 60 epo�oy ooatsd detarr+ed bars ® �l •I • Q 4` All footings to bear on soil capable of susta" 300C pa.f r I • • 50 �+PS 411 �I S. l'lortmontal mil reinforcement to lap 40 bar dtametar (24' ww a comers and splices. �I C2) DOOR OPENINCs (ld'o X 30) ;0 I lL b. Provide Correll bars a save size and "cing as horizontal wall reMNorces+ant. r `A` 4- I/2' X 5 -1l2' LAMINATED D WOOD - L E END -- �ARDI,UARE/FASTENERS � ' _--i-_ �- - � �± �O � - r I coLurr�s w/ ANCHOR PLATES 4 Pos�T:, � 4di TT METAL HALIDE/ L All fasteners Shall be hot dipped galvanized. - I pl - W.W. LW S \ CONC. COR%IER GRADE BEAM 48' DOUN 9i QI X 2_ Trtas plates shall be hot dipped galv&r.lzed and painted with cold coatgalvanizing afar all teeth are p 9i era ce-paint plait* after assanbty 8 f --- ------ - - I I CONC. GRADE BEAM UNDER DOOR 48' DOU,N 1� 3. Provide thraueh bolt comectors (hot dipped galvanized) at each trwa wall/connectton -' ' ,�--_- �j' \ H0NDED TO CONIC. PADg OF FLANKIW_s WiNG WALLS�-- ®O �Ew 5EA o��0' APF. PROVIDE T a , 1 a� � , �5m 4•iP8 ;5m i-+t�g �,� ..ag ®' �. - L Roofing shalt be 40 years sdlf-4aalirS 3 tab, asphalt sawrated relt- color shalt ers cc -^�^d by owner. WTALLED j �i i \, I MOVEABLiz BARRIERS BY OU,NER EACH SIDE 15m aat�s p! 1 / OF DOOR (4) �I AS PER 50C.A t01A3. v nail attem. I r 2. Flast'ing aimil be aluminLn p •�k E�,jr_- J'k + / / / I \\ ` i ' W0012 CON�TRUCTlON NOTES '! _ _-- ® jj� / // \\�� (It LINE OF CsABLE LAY oVE 3 w 21. _ R 1 ri '�'' b 6PACr88 a 4'-O' 20'-m' / 3'-b' n,- 3'-b' \ 23 'SPACES a 4'-C' • 92'-O' -� ij I CA L Comply wM ° is folio standards. - I - - - f -- - -- ------f�- -�f - - -- - - - - - - - - - -- _ , s Lurrben American too Lumber Standards (M 20-14) (lib. Department of Comm resJ 6r l 'F -- --- -- , - 't • - - -T- --- - - -► - -�- � �a I � Plywood: Construction s k+dwtrial Plysuood (PSI-63) (li.S. Department of Commerce) 2 Matartals: Yt t- uA _�[ _ T 'n t Framing Luunbw, Construction grads, No. 2 6/'1' (or equal) kiln-crted to average ewtsture content of 1'3% r y - - --- - -- _ _ - _ 3. Nailing Schedule: 8 i �.r 1 I$�Q a�i+ ?1 i { I r I - 3/8 Gusset to 2 x a Chord Wp 4' oc ® iq j I r t ems- ��m� J4 I BmV/r Ji'3 - m -� j � - lbb brats '� 6' o� , - J LJ ' - - i- _r m P9 4'-D' r . , Fasten roof shwathir>g with ad galvanized miles 6. or- • all edg-so. i2' o= a lntennsdtats Bras. Staegw paneis. -A i ' SWITCH _TO P►}OTO _ e' i '4' Bi Y-0•� 4'-c�' ----- -- - - CEILL. _ - - - `t - _ _ SWIiCH� -- - _ - WOOD R00F TRUSSES I t2'-m' t'-m" 11.-0. r-O� >i'-o' 3._b• -o' it'-m' ''o" 11'-0' P • 1 If-m• ' o' Il'-o' ' D' 1'-0' '-m" it'-o• ® -m" ip-b' '-m� If-`' � 124'-�•�, L 3 m -O 3 ®'`3'-O - 3 -o O — -D'I 3'-m' 3'-m" 3' 3'-0 3'-O 3'-D' 3 3 3' 3' 3 -o i -- -- ."'- - -T-� --� _ l�- _.� - '' _r -79 JfL--_- _�f -_- '� -� --Jf If--- -F� -Ji _- -_ -Jf-.-�,f .- T- J-.---.- !m'-O'-m' 24'-m' �— i2'-®' t2'-+O' 12'-m' t2'-D' -�' 12'-G' Im'-O• 't L Truss design and dstalls to be by truss cnamfacUrer. All lateral and diagonal bra" betuueen trusses to !- � ,F-- - --- - -� � - - - - -,F -- - - - --- -- - - � - --,f -- - ----- -- - -- - - - ,f -- --- -- f-- ,,. _ f �- _ -- - _ - - �---_- 1; 1!! �r, isitirr,. ai per marufactirw-. i ' d 8i 01, 2. Comply with the following pubitshed standards for the design, fabrications and erection of coed roof tras�. � � ' `�� : �• ;i�. .� National Desi�9peeificaticn. for �Joo0d Construction Brae Wood Trusses OJ J0 -1'� `v n LEAN -TO -STRUCTURE -- (Natk"I Forest Products Assoclatlon) (Tru" Plate Inntttute) LIMIT ASPHALT PAD _ Deslgh $nsetfleatton for P'ietaI Flute r"omeeted mood Trtaass Othw at pltcabte standards and ter of cite ' (Truss Plate institute) Truss Plate Institute 4Xo P.T. POST ANCHOREDED IN GRANULAR 1 '7 ` 3. t5e*sby a Structural d+gtneer to design all mood truseok bbn+tt seated rwleulattons to the ereHteet for approval ; N4-) FILL POST HOLE 2X4 PURLINS (FLAT) a 16' O.C. _ 4. Design wood trases for the design loads shown on the drawings and as required to prevent overstraasirg of y3E each member or connector plates during fabrication, transportation, storage and erection 2k12 P.T. WOOD HEADERS LEACH SIIpE) 'TIT 01123 p _ - - - 'k r/r i i 11. 1 I rl - -�._0� - - _r - i_mr 12r-m' 121-01 m-6T - - -- - ----- -- --- -- - ------ - '4 --------- - f 6 --� - - - i- b 84 6' FLOOFW"'. AF-O`^' 1DATI0' ` 14 I NOTE: VERIFY DEPTH OF EXCAVATION IN FIELD. 3 SCALE: 1/0°o P- ' b Ai At . U O � 0 � z X Q) mF2AWN KaV1t'1 COM oAkTE QQSC� '/ICJ' :'•'1-�0 J®B RiO. SHEET OF 6-iLIS- TS EAST ELEVATION SCALE: 1/8' = V-0' STANDARD WOOD TRUSS T-111 WOOD PANELS 2X4 GIRTS n IX4 STAINED TRIM 4 22' LOUVER LIGHT ON SWITCH �— LIGHT ON PHOTO CELL 16' X 30' DOOR OPENING HURRICANE STRAP KNEE WALL (2) 1-3/4')<15-3/4' G.L. DEADER DETAIL SCALE: 1/2`- I'-0' GONG. GRADE BEAM UNDER DOOR OPENING BONDED TO C X4C. PAD OF FLANKING WNG WALLS r --- -- - 48' CUPOLA (OPTIONAL) 12 425 - - --36'X24' EXHAUST FAN 'Z' FLASHING 1 HORIZ. JOI ALUMINUM DRIP EDGE 6' STAINED WOOD TRIM 4' STAINED WOOD TRIM T -111 WOOD PANELS - (2) 2X12 HEADER CONC. BASE WALL CONC. WW-s WALL ON GONG. PAD 4X6 P.T. POSTS ANCHORE. GRAVEL POST HOLES CONG. CORNER GRADE BEAM DOWN 48' 16' DIA. C ;t CRETE FILLED POST HOLES DOUN 48' MIN. 12' DIA, SONO TUBE DOWN 24' MIN. UJEST ELEVATION SCALE: 1/8' = V -m' 48' CUPOLAS (OPTIONAL) CGNTINUO(Z SHINGLED RIDGE VENT r DOOR OFTNMG UIDTia 5OUTH ELEVATION (NORTH ELEV. SIMILAR) SCALE: 1/8'= P-m' CONC. BASE t WNG WALLS ITYP> CONC. CORNER GRADE BEAM DOWN 48' GONG. PAD FOR LUNG WALLS DOWN 48' iro' DIA. C .NOTE FILLED POST HOLE DCUN 48' MIN. 12' D I A. SONO TUBE DOWN 24' MIN, W1 C3�) # 4 Re 13A7Z. GUTTER C7 RAW N Kevin Conn DATE scsaLE J09 NO. SH LLT ��^ I(DF= 4" SHEETS BY TYPICAL ROOF CONSTRUCTION_ ASPHALT SHINGLES OVER 34" ROOFINCs FELT ON 5/8' EXTERIOR GRADE PLYWOOD SHEATHING, PROVIDE BLOCKS OVER ROOF TRU%E°v ON ALL EDGES CLERE5TOR*r CONTINUOU5 TRANSLUCENT PANEL FA NEW -WING TRUSSES • 48' O.C. W/ 2X4 WOOD PURLINS • 24' O.G. ALUM. DRIP EDGE OVER 1R LAPPED FASCIA 1X4 I i I TI-11 PLYWOOD SIDING (5/8') STAINED_ ON 2X4 WOOD GIRTS • 24' O.C. j DI F EAK CONNECTION 2X4 VERTICAL SPACER SHINGLED VENT -A -RIDGE PEAK CONNECTION VERIFY W/ TRUSS MANUF. TI-II PLYWOOD SIDING 2X4 WOOD GIRTS • 24' OjG. Awl/ -I tie cJ�%Qt-I•\iI•vtM AwVa /-41411./p-%./ice r-l/v l , 'N-w 'NII A �1111-*" .. I ON 10'XIOW-1/2' BASE PLATE i THRU BOLT 2XS P.T. WOOD CAP, I + NEW -WING TRUSS 2XS P.T. WOOD BEARING BLOCK i 4 ANCHOR POST ANLGE W/ 3/8' DIA. TWRU BOLTS. NOT DIP r 1 1 GALVANIZE ALL STEEL- HOLES FOR BOLTS TO BE PRE -DRILLED IN ANGLE I ♦ 1 ' 2XZ BEARING BLOCK I PRESSURE TREATED I , • I I I � 3 i i'X4'X1/2' ANCHOR POST AlSksLE (I-IDG) I I � \ GLUED 4 NAILED LAMINATED ENDWALL POST_ i \ I 1 A R 2 i 21' i2 ' 2j' 3/4' DIA. X 12' LG. ANCI-40R BOLTS 6' PAINTED TRIM r � � 2-iPER ANGI-IOR POST..PROVIDE ANCI-4OR POST (-t' X 4' X 1/2' ANGLE) f o 2X4 VERTICAL SPACER ( o t \ � ! 2' DIT15 . WOL DIA. WASHER 1 1 61 I I 2 DIA, HOLE PER ANCHOR BOLT ' 2' IN lm'XI0'X1/2' BASE PLATE 0 001 ' 1 I ° �4 3/8' DIA. NOT DIP CsALV, r I HOLD BOTTOM GIRT UP THRU BOLT I I 1-I/2' FROM CONC. WALL ~j. 4- I^ 5 ito ANCHOR POST BEYOND I I °II°,I - 3 I0 I 101 I ,. 011� 1 �, I I % I I C I oe l olio \ CONC. WING WALL (12' THICK) i2' X 36' X S1611-1.471 Ila II SMOOTH FINISH CONC. W/ \ ( / S I I m5 VERT. 6' O.G. RUIN INTO RM I I UNIFOJOINTS I / BOTTOMO G' TOP FOOTING BLOCK II i -ON it-ofOil 11 ROW 115 BARS As 84.40WN � / � ' � - I / -1- VERTICAL BARS 03 • 12' ors. -A - --� 6 . % I � / I 6 • ;,.1 � � ,' /rl _ 1 Row 05 BARS As 3 SCALE: 1' _ 6 X - HORIZONTAL BARS "5 • 12' O.G. 60 6 • PRIME COAT LIQUID ASPHALT I I I I I 1 I .1/2' 15ITLIMOUS CONC. 1 CONC. WING WALL PAD 3' min"" COIdC. I / 3 BITUMOUS CLASS B! �{ � _�I 6 PROCESSED AGG. 0 �I 1-_ —I - I / c6 1-1/2' BIT. CLASS •2 CONIC. N I I I I / ee 6PROCESSED AGGR EGATE REGATE �,- _01 CONC. i _ - �- � -- 2 I I .T�"�I— —_�Q — ' ~�'•{1„N- � , �'iry � ' �7 •_. !' • i i ��I'�' ,.,� • �}j�Q,�•� '{ .c�, 3) . 04 BARS EAC,;4 WAY I �1>1�,I fiI --TOP t BOTTOM6 6 66A 6' PROCESSED I TOP 4 BOTTOM GOf"PACTEO GRAVEL AGGREGATE - I 9,11 I I I I I I I l 16' d 6'-Of X 8'-0' X 46' CONC. PAD 6'I I I I I 16' •� (3) VERT. 04 15Al¢9 EAGF-1 siD`E fo' COMPACTED ( I I I I I I I I I RUN VERTICAL 'S'e INTO � GRAVEL I I I I IC f -4 I � I l� I � GONG. PAD AS REQ'D I I i II I I I I r RA VERTICAL 05 BARS INTO l I I I —.. — �L (_�_. �_ I _-i►_ 1- _e CONC. PAD AS REQ'D, 1-- I -- _ L.... 3'-0'X5'-0'X48' CONC. PAD (to) VERT. 04 BARS - EACH SIDE SPACE EQ. 1'-01 I � � 1 - a DETAIL DETAIL- 3 SCALE: I/2'� 1'-0' 3 SCALE: 1/2'= 1'-0, 4; 2X6'6 CUT TO FOLLOW ROOF EDGE ALUM. DRIP EDGE CEDAR LAPPED FASCIA IX4 OVER IX6 WOOD BLOCKING AS REQ'D CONTINUOUS CORR16ATED FIBERGLASS TRANSLUCENT PANELS (VERTICAL) 2X4 GIRTS 'Z' FLASHING TI-11 WOOD SIDING (5/81) 24' BENT ALUM. FLASHING UNDER CAP SHINGLE NEW-WNG TRUSS w 48' O.G. W/ 2X4 WOOD PURLINS ,A 24' O.C. I I I r4-­ DETAIL CLERESTORY ie :O •:: ;p fz i—st - CN 150" ., yE. ..v. uNl,y,:� I LWLrTcC' JOINT!S, '4 ).- jt, x 2.10 S' SS 04'•s44' 0,-,nf UvEF-auG SIJPPOATS 2.00 PSF S.OFr17 LOOn. vE9S 2.+ S- r2 ? .13, L S y st CaLCt.aat. ti T aTAL CIPG.ECTILN IS 0 35- OL'E TO LIVE L040 Pam 0 FA' 017E TO DERC' 0 CRI_O n, :3;-TIN110u5-4I_afL V-EIt-G c0U'-Lr.cp0CE0 ON 'r%-tesp MCA' T'L.':•lON n L'2-rl LIVC PNC L:1?0 ;J';-�. LQ;O. 'CuSSES TO SE SPACEO AT 41.0- OC MAYI.-VJM V���1 YL. 'JANIC>a A [i Ov0 TO Tom_ Iv_T qT CRLCIILATEO ':'RTICAL OEFLECTION IS 1. 19- DUE '0 L[VE LOAC ANO 0.27- OUS TO Ovfa =0;-`_a 0R7VlSIC'-' 0=)P`0Or TH •e a ALL [0N COrrTR.CTJR. FF!L'iE TO L1A0 AT x 91 IN NRf1E'L•N. ANO tNSTALLAT:ON O, TquSs�FS CRN RESULT (ra SIR:0123 INJUP:E7. OC NCI' PrRyiT Ir, OIENCFs RrtO Ur4 P..vC'�3 ?ECPLE TO INS r_, rauES_3. Sz- -.CtANj G NO'C 6 Lw. a[8 9t PECOtc-ENOS SEEING R ?•GISrEREC 'RCFl:;IpNRI EN' INf 4 c-q T�4: 07, i d+ ]F TcnPORRRY sp-XINC.. � s 32, 3 'X5 3S' _I 1 T. Y3 Lc - - -I i :2' 1 32 T lT- K1�1 213 T - 12' r \ 03 WIG j ,, 100 \u13 ext 13 cn yl v3 t? '0 , \ vl q 14 vl M) v 7 W19 Q SXLXCS 7?C7) 1 � -7 r5 - - - _08' 1-2 16 17 19 I9 20REr PT 22 23 24 591• 215 I 26 r = h 2) 33'3-I5m. -I R�-7056t v-7-• 70 _IV-7'K -T T=i i5T01 OIY- t TO'at- t REV. 19.6a SC9L4 C 3�61663 - x,-Inx a it, .o ti ►' tni•F1 TC LL 40.0 PS' r7--�,—SN To Nte ?1 twrrCL;N4 t-sTAu AMO d-rrI i, f recis.0) tRt trews -Pt-Y Ir5'1'UrE, s97 C'0r1y1I0 OR SVITf 200 't-Olson, vl. 5;71f1 fop SrI�E'r - KTICiS w 10-EFra-nINr r"ES11 ru-clLp+f. uKtss 6T.Q,IvME IWICATtp nv cw-0 fi«4LL NRv[ TC OL .0 PS.F0-04 AQFs„LT A'--C`" STwcTW$tl MrELs AK BOT•rn C-3*0 `JAILL nRvt 1� .ray� �,I.r.f-0 RIG: C"_'rLIN;i . t��,tTIwT.. rureel SN A "', 0r --:s OESIGN to T7,E 91+STAL..At ]CIS eee+l�+v;Tat 9C OL 2.0 PSF •:ram-rrt-GJIE"J •ROIk<TS, IN: r`'"LL NOT EE AzsRCMi�LF'co M,T Oiv1AT1GN --aDM THIS 1 �s:,: l: ben eaiLURE 10 tUrl0 M I""usics IM CO»c•S".<1 v1TN MI. CII .mol:rr1w, Q . Q PSI: . J. S i IJ(' roC'•+c. sw;^-;Nc, tws-*t1I'c W 11F�CINL a Tuvssts. CESIGN cow(Ams viT» r.•�l lcwetl Bl. LL —� P-J.1SIGVS OF NCS IrAt1Cr•I OEf I?e f►EC Ir'CA'lON hr9tlS-EU ST T.E -r'FA )GW FOAEST •-0 q I .Q R333,:1aTl°»I RNO i►1 ALlT-E C0e••J-7Cnf tRE •1N'E Or i'OCR Stn ACS3 G!1-p „ALv, &%I TOT.LO. 4_ •Q P$F 0 cCRT As horn vv_r i CT( -Is C 5 1 FN_— OF TRttsf Ah9. C" 0T»EFv;?F LC,-AIEO ON TN•S OESIGr, OOSITIOr CV.aE: CPS PJV. ^nAv ING; Ir A•:. TK ILA- ON N:f OM+tN: t-01 CaTF 00R.(=RC, 1 . 15 CFPTw-CE SS'ONnL "Cl-I PT-G M"V-S31LITT SMO COR lei T'T"K5s COM-r-`101 OIS1:.N JVN, T+( 541lNllt'1 Rho S�qC 1NG+ riPC CCnr-"4 ,< N ri VF=CT ION 3 SCALE: 0 0 d -_ a W C� m 015< ���m F- <ILg _a "d° H U o III CO IL IL �N m tz M:4 BARB yEtg7li-nl .. I7• ele" (8) 5 BARS 4' TOP 4 BOTTO 05 BARS NOR GONG. BASE SEE PLAN ro -01 � DETAIL: CONCRETE GRADE 8EAt' i SCALE: 3/0'= 11-0' 2X8 WOOD NAILER 4-1/2'X1-1/4' LAMINATED POST v EXTERIOR O 2m A tw � % SPLICE DETAIL SCALE: 3/4' - 11-0' 1 CORNER 4 (3) 03 BARS WORZ a 3' O.G. w TOP OF CONC. BEAM (2) 03 BARS PORZ • 3' O.C. w BOTTOM OF CONC. BEAM 05 BARS s 12' O1C• VERTICAL NOTE: UNDER BASE WALL RUN VERTICALS IN CONC. GRADE BEAM TO TOP OF BASE WALL 1 DETAIL \\,� SCALE: 3/8'= 11-0' i TIC Z 0 V 4X6 LAMINATED P.T. POSTS ADJUSTABLE GALV. POST BASE 1/2' DIA, EXPANSION ANCHOR 12' DIA. CONC. FILLED SONG -TUBE 16' CONCRETE FILLED POST HOLE MIN 48' DOWN, V.IF, e N ('A) •d MARA VERIFY DEPTW IN FIELD 1'-41 LEAN-TOEFND DETAIL SCALE: 1/2'- 11-0' 1r 05 BARS VERTICAL a 12' O.C. I I I STANDARD W DEG. HOOK v "5 BAR$ TYPICAL * CORNERS 1 I^ �I 11_�II 'S CORNERS BARS 0 6' O.G. -1 DETAIL 4 SCALE: 3/4' - 1' -0' 4' - 0 " O.G. Vt 41- 0' O.G. EXTERIOR 3-1/2'X2-1/2'XI/4'X3'-0' LONG e — - ---- - --- - STEEL ANGLE WELDED 5' TO I0'XI0'Xl/2' STEEL r 1) BASE PLATE 1 2 1 1' 3, 24. 2X8 WOOD NAILER --f� 2X8 P.T. BEARING`--- ! �rN BLOCK (NEW -WING TRUSS ABOVE) N 1-1/2' DIA. HOLES A 2 ��-� � CON C, BASE WALL ' / , (2-THUS) 2 SIDEWALL 51DEWALL5 I -Ire' OPENINCs . RIDGE FOR RIDGE VENT 2 X4 ROOF PURL INS • 24' O.C. BUTTED CONC, BASE WALL ANGNOR POST 4 PLATE in in I 4-1/2'XI-1/4' LAMINATED RIOR END WALL P05T 3 REAR lU,4LL 4 INTERIOR 2X8 NAILER 3-1/2'X2-1/2'X1/4'X3'-0' LOWS 1 1' J✓ STEEL ANGLE WELDED , TO ICE XI0 XI/2 STEEL — BASE PLATE �[ -41IN _ - +. _ -- 2 j' 42' 2 j' DOOR 10' 1-1/2' DIA. HOLES OPENING (2-TWUS) _ EXTERI 4 EN-rR� WALL ANCHOR P05T/PLATE ORIENTATION J^ifa-lL=: 1' 2 11 -Vol FRONT 4 REAR 4 CORNERS TYPICAL ANCHOR fi= O5T/PLAT C7LoA-PLC: I' - 1I-fU' ;TORAI,f. h1l' ,I+A4 ) IRIS DWG PP(PAPfD lP11M COMPOTEP INP111 (LOADS A DIMENSIONS) SUBMITTED BY TP11SS MFO. T +11)PD 2,R SP SS 'Totes.• ) ,+ I:, T,• ,I') SP SS D,,,,^ HO MPH WIND. 10.00 FT MFAN HGT, ASCE 7-98, CLOSED RLDG. LOCATED jP •III)PO ?,In SP SS Do,%- AN,WI'EPF IN POOF, CAT 11. EXP C, W!ND TC OL-5.2 PSF, WIND BC OL-2.0 PSF. WFRS 214 11 ►, w!. W7 W " 6 WI" ;rR SP SS Oers-, Ht Wl, w15. W1', w! W14. HI" N1! '*, ',P /! IN LIE') OF STRUCTURAL PANELS OP PIGIO CEILING, USE PIIPLINS TO BRACE W5. wt,, W10, Wi ,."A ,..5 r .+ WO W) W,:.1 W; 5 , , I „ % ', id 00' OL. Br A AIR 00' OC IAI 2,5 #3 OP BF" CO •T• BOACE P ISNr,•SI nr WF.9 MFMRE: A'•A.N CALCULATED VERTICAL DEFLECTION IS I 'A' DUE TO LIVE LOAD AND 0.40* WI'r+ :n,l NAII a DuE TO DEAD LOAD AT E - 34•10.8 A3 TD PE'TFll -*- RPACr 90: FNG'[+ OF uF9 MFMREP A;•s"•+ iALCUL TED HORIZONTAL DEFLECTION IS 3.00' DUE TO WITH 161 NAILS 'A ''•' 7'. 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