Loading...
HomeMy WebLinkAbout90-26P Plan Zaino Site Plan t 7 i C V ot W&U&O-t SOUTH WINDSOR NN 06074 0 SULLIVAN AVENUE AREA CODE 203/644 25 ��osoa•to�'`� 6 June 1900 is Mr. Benny Zaino 60 Stonegate Drive Wethersfield, CT 06109 Dear Mr. Zaino: re; Appl. #90-26P, Benny Zaino Site Plan 760 Sullivan Avenue We are pleased to advise that the Planning and application voted on June 5, 1990 to approve the above-referenced - - for a site plan of development Associates' Drawing #1 dated 7/20/89colastcrevisedwithAS/15/90)lca �y Emilio Pizzoferrato Drawings A-1, A-2, A-4 , and A-6 dated 1/17/90 (no revisions) and A-3 and -5 dated 1/17/90 (revised 3/8/90) ; and with the following mods 1 . Prior to' commencement of any site work, a meeting must be held with Town Staff . ` 2 . No building permits will be issued uOffthe final mylars have been filed in the Town Cl f a 3 . An as-built plan is enquired prior er Sectiono4 . 13 - 10cofothe Zoning Certificate of occupancy P �y Regulations . D UV. ,r In �/ F 'f i4N ..I D it1 •4, IW 4 TA q O�j,• ,I tiZ 4 . Footing drains are required if the building has a basement. w � 2 000 is required and R� \A " fi 5 . A landscape bond in the amount of $ q b pI�} must be submitted prior to filing of mylars . ` 1.P. 89.0 175, 42" r S loft 0 32-0 2" �:• 6 . All land used in the field by the developer must bear the trarP4SSEDQ�' 'DOO`e p OD�tJJk1' 0%H U6 ` f O/ !/bv�/T .� ,► stamp and authorized signature of the Town of South 9 Windsor. �� � ~ 7 . T--r ing formula indicating waiver granted must be shown on 0,op f'LA�t! f�LAw OF P�2AF' :, r � ate/ �7•Y SU�PVE YE"D 8 . aandscaping chart indicating sizes and quantities of be included on the plans . �- //SS •. ��a �1DN,t! A '.til�TiA1 SULL/VA�t1 AV�'•t/1JE" plantings must r �' ,c Pl.�SE'13 ADD/T/D�tJ 7'�dy �'aAa , soUrl4 WIXJ 7sQ,e F.F. 9/.3 �'o {v Cowes. DATED /r1AY /9$4 �• CE�E'T. 47Z,// IS BLD6. oc J A-2 Hy AfE`L✓1W C. .57,EAL�j S� !' �W �, , .q ,, :Ccuc p. F�� '� E.,4 L , 34,o moo?,Q,�fEA 3 2,9Z8 so. LCW ' h �'�' 3 EX T. BGDG./�.+E� .4 �' a412.s Elecfr,r r . ?6ic .E'4F'- 4DD 17-IOX/ .4iE'EA � 41 3/Z SQ, c"T 6 June 1990 r �.-. .. 4C y l� o�14»te°4,ye�Tela�,Wane S `f f3rClJ✓EJPi4G� '+ -2- l :. ,-,�- 4-' Doo e f o/N Lt6frT �V /i�-�P v�aus Co vE.�.�E✓ - 4.E �7a n Zaino (ry} A FY SE�V/CE �° A�t1D �4�t//7' Mr.. Benny '*°i<� , a �� J� L✓�47"E.E' 7- C/CTL1 ..5 ce radius must be designed • .. #�..+' '0.� es;v[ �-� ; K.�� g �� North edge of Troy Road entrap Ih I + x4 qas r+� �' ,4, E FOIST/�6 S • g 6 `i - °�f G C� °o+$�r. qp r pipe ADD/T/o�C/r4L cGu1�(/E c77CN/s A " for ease of entrance and exit. ��..�) .# �✓ 7 C3 n A 5 5 �S E- 6ASE"D Dt/ edge of pavement utilized to close off the second O 8 /�� 8� EL�VA 10 • The g P ad must provide fora smooth transition Troy Road P ------ - .p _...:....:...�- /Z 0 ( Al,G. V. D. air" /90 entrance on Y Avenue. # 9OD tA .cuG �) 1(b 0 9� CIX�iE'Q/,uATES ACE BASEa' C.KJ from Sullivan A `4 ~ n existing building must be extended on the d .p, /f v EXIS7ZA16 � � 1,6) 4LL D4AUDSCARIWG S/lAWi / /S f'WOA15454 11 . Roof facade o g DATE: © ' northwesterly Troy Road) side to meet the new building and oleo ,sr�t5 � E�CDG, nor Y ( must be covered with matching roofing. �IRA *43L shown in the ° lei ' � t� b Plan J; n q s 12 . Additional low lying plantings must be southwest grassed area. - (' _ 2 !T'axus 17�n ► r�rn�ag and white transparent mylars of Alca Survey Assfourtes >yl� Nj }q1'(' CavC, 6✓LrU� q Black zcations, together with Sheet #1 with the above mvdif o �qMP Ex�sri /l} Juni p�-us �h r� Onsr s blueprint copies of the entire set of plans, must be submitted to Al/8/9so.� � � � / l' in 30 days to be stamped and signed. The E /9-4,61G,89 N/3 oy�ekA�vb P 4 �ec� /�( aP�e this Commission with Y tobesas well as the Inland ��•,, � � � *' * 1 -T., be Remo letters of approval of this Commission, mu a be reproduced an " / Z 3 4 ,� ��o '� �/ Wetlands Agency/Conservation Commission, 7 Ff1/43fed fl F�o�'e�`"erg C � r/ the mylars . acLc J�"0�19L. 3 RV-%64orje"DovS After the mylars have been signed by the Commission, they will be to you for filing in the Office of the Town Clerk within $ - turned receipt must be 00 " "z' j� re Y the re P r r� '� t� '/ / n 5 �� 0'� 3 �C Z f} f C°Ct S film these plans, a copy of \ 3V /OX2D�g4 XJrfJG ST.4l1..S' 9 90 days . After t• v C..,•..ca.. * I 0/ 3 ,0� 0 9 t ' submitted to the Planning Department. } C� f o fir, i r l rt q, !T ! T ,ESL Q,C c�»� 1.1CG� ! 4 1 vex truly yours , _ y ,,. ti 19 �} TQyrU�i DO��, i5 �' ��" �. �" ✓ GL 07,F,O� J PLAN ING AND ZONING COMMISSION �so 'F- B ..��-�..�.�; - 9�r -----� b.8. . w � /�� - ,�� �gG 5pr�f�.d�"�1 vtls \ }. � s� \ r+E`i4 �q��JI ���'d �rr• ��= /6J �NPI G I D E ---- �' Z-3 Splea� ay� "1 4�' \n • 9 B LouUP , , ' 5e C. use : �.� 4 • C ' '. z0 Ord', ,° \�--� � 1 8 d'J.�� ( NO. 716 M" •. 4a_ � f Chairman4h- cc: Inland Wetlands Agency/Conservation Commission w, • _"S' ` / .lJlo�3=.3?=G�''� � gar/ � Plann ing Dire �`� anach 9 � � � B 9. M. X Y l9 J. Collins, Chief Building Official s 2� v � q J . Iazzetta, Town Engineer '� s° b y i "' = a • i \ F. Shaw, Supt. of pollution Control ! ll _ . ,{ ��-••� t,,� E. f7f Belleville, Assessor ( 1 I ��' SULLIVAAJ /�C./v�✓ . }� 2y � , , i � �/j w i r arshal E ° I C.8 I fi ',. W. Lanning, F re M ! II ❑ - • R � � �i 7 Registrar of voters " I.4 �_- person +tip ,.1 a .AVENUE C P ;� r 4'I{ �r 1J11,/1 C3�•8 D '• ! Fl of Contact t. T C� V A SULLIVAN\+lA '� �K g i1e InJ1 �• p Av NUf t ��11 3 1 PZC File -_ -- f �• �' {p pa Nab S d y w ti {' fir' i.f urrnrtrtea rt ...3 S , 0 t , /2 P< �y T a x v s Pen s l b off ti , l „ t� 4 o c0.�,v 1, 2p! 1�Iq M p�.Fc►, O - �'• 1 h�la�se fo D e 8 $ �'/o ' -J e= ar,.� � j p PROPERTY OF ! HEREBY CERTIFY qQ� e r• f e°w ALCA SURVEY ASSOCIATES A waiver of the Town's parking requirements is requested. The total n oe No. 1368o � ,`Q - st under e00o s .f . The Town a ! sr.. "�' RD1N4 �- GIO�/AIVNA S. �0111�* ~♦ floor area of the new structure will be 3u under the heading ! BER�C _ CARL H. ,3AEGER L.S. 7763 �i ��► � o� s. f . in Section VIII, u '-° r ' THAT THIS MAP 8{ SURVEY WERE PREPARED IN requires eight spaces per 1000 a,s� _.._ • Personal Service Shops" . This is twice the available Qo,, /p , p•^���, `�., ,��' 1 ACCORDANCE WITH THE STANDARDS OF CLASS Z WETHERSFIELD , CONN. � "Retail Stores , Per t it �"°"° a• ��°"'"`� � ZAINO of fttrN� f.i i > �. 32 spaces; however, the business has already demonstrated the w„� SURVEY A�: DEFINED IN THE CODE OF PRACTICE FOR + !Y"_ % STANDARDS AND ACCURACY OF SURVEY a MAPS '�� requires much less than that to operate. A teenes acesnismrequested in ' #7649 SSULL/VAA 1 A�/E"�/U'E" of six P i r7 0 f parking requirements and the painting be provided, as required. ( If ADOPTED DECEMBER t0,1975 AS AMENDED BY lication. Handicap parking will P SCALE - THE u=�� ' SWEET •'+r''� this app .. above" listing, ' -` THE CONN. ASSOCIATfON OF LAND SURVEYORS, 24 B9 the present use qualifies under the Each use not listed TOWN OF 15ourg fin /14 0SDJ j C7. INC. ATE OF th6n -a waiver will not be required. ) v�oMe*ss orK 4 _ 61VAI .4.E'iy,4 r,4 3 q� NO z - t' GRASS /\� 12" OVERHANG -' qq.0 �� o x W�,n co o o W wur11 oN btut .� ��� o► f _ f _ ALL AROUND BLDG. s r x W h r-U_z /� ¢w F•-w cx t-v1 a u...7 - r- t� s cnwo w� o Q:fY F-OOJ Wf•-• n \ �!� i-V1NWWWI PAWN HANp1CAP PARKING SYMBOL �^-`Y/ A wcf$ ss Csw fzJ ( c.s.•4 n+ _V) W w s tL / Z D N O� Z S� O s,o,r�cmT►a,n..suI a 1u+ioaar f.ruMa rrrra m a w x v1 a r o K ra,um>M Of N c! ra erw:[MINX i f in o o N a w= KM W L rmn* GRASS N 0 H .-+.•.r fL UaZdC.7 HU.••. OhW 0U¢,-•a m uxv1F��. ,}i-.W . V1 WwWt_U_OCw(= to N E W B U I L D I N G , H v12 J �; vl ci.wui.ipC?w[7 7 �i i FIN. FLR. ELEV. 100.0' 1::U ; O_ L CL V; nxMT.13IT. y`1 ( =(=W oVfL. a w Q carte.s_t1D flAL1f (MATCH EXISTING BUILDING) �Q r 1---dz .. �." SIG►! POST U M94EL id k,. 1 s VT Ci¢ = Cl L7 i TYPE MY1, IM L _ �1j,� �� j ' �.�..,r t I in MU..wncnaN l v1 t-s ca w z•-• W a # EQ +* NEW BIT. CONC. i f h a L, { GALVANIZED) CURBE (SEE DETAIL) _ t_ _- - _- _ _ _ _ o c� z a t- cz w cc o +w¢ - , - - � sw`¢a a�vaavl V v ,_ _ - 30 �CD Mw UW -t R 1 2ZI, " OVERHANG ' ��->,-M o—CD U_ FIN.GRADE d O p in __jH c)W rx:=wry � � j � ALL AROUND BLDG. �1 � �w¢� �,-, /� 4]J u s:a w H H '�, O�/2.Jr BICC��M Craft a i w � L1RIOS, SIGr1 O: a W z ¢�anWorHwc�a �(rrt=r 4v%P�_ _ �` Q o,at4 lrle. ne.17e`epho.+e M in �0.a. < WQ'3a¢.. -1 N i `' EJClSTING HIT.. CONC„ 4. C�oor ¢ wzccwwo w.-. 2-9'x18' aV��4D a a PARK I NG AREA i 2S 4 Q r t�� r of RESURFACED. 2 / 5-9 x18 SPACESRKING o+11"I got' Pipe -J b RVll 4 • ' 's�( q LCE NEW PARKING 7�-fl„ - ��pQ GGRASS M I ( P GRASS SPACES 24'-0" .J O tt.EVAT I N � Boa Q5 �'kANDIGApI'�� � 'l O EXISTING ( •A iV I 0 BUILDING z NOT TO W CAt-W NEW H.C. I o }�PIGAFMO 0�KG � ( STRIPING �SGNAGE SPACE' ' s4.0" ` a I_. _ - - q -1°�5.' _ _ _ __ _j m NOT To SCALE o- SEE H.C. PARKING 10 E.E' A.V z z Li SPACE DETAIL - NEW HIT. CONC, , , z A. Handicapped Parking Sign NEW H.C. RAMP �t a,� 4 5 6 7 8 CURBE (SEC DETAIL) r ¢ z 1. Approximately 12'xl8" graphic symbol denoting handicapped PAVING SCHEDULE ! ` ® 1/12 MAX. Ln > Ld h- parking, of fiber reinforced polyester with white image 1 01DI-1 _ _ 50'-0" FRONT YARD , , o > o embedded into blue background. It ,5o010 qq� `'-- - EXISTING PARKING SPACES 2. Mount on galvanized v-channel as indicated an attached sketch. t> '$3g-s �j pq'$ A�E NDNCONFaRMING 3. Set in lawn opposite parking stall. FINISHED GRADE , do QS /� I I- S. Handicapped Parking Pavement Identification = — BIT. CONC. BINDER COURSE 41 BIT. CONC. SURFACE E ` EXISTING PAVED AREA A o •tS ¢ 0 TO BE RESURFACED �- > o N (SEE DETAIL) z 1. Apply with decal handicapped symbol to parking pavement in PROCESSED AGGREGATE ` \ o _j accordance with ANSI A117.1 1980 symbol of accessibility as z z J shown on New Handicapped Parking Drawing. �- I Q" \ 0 ; y Gg'g o + 2. Handicapped decal to be sprayed-on- IU 1te paint. Paint shall COMPACTED SUBGRADE 00 `��. ��'`�{" ' '-- conform to D.O.T. standards for required paint types. GRASS -- -- • 3. Handicapped parking area spaces shall be striped with 4 BIT. CONC, DRIVES PARKING 0 Cr � 0 n wide p white painted lines as shown on Handicapped Parking Drawing. y \ 0.� © 'D o FEN. GRADE G \ / o,✓t G j� / cL l L W f_ in C. Re-striping of Parking and Drives '<�q 4 BIT. CONC. WALK PAVEMENT 1. All re-striping of, parking and drives shall match existing L 1, f /�� conditions before new or resurfacing pavement installation. PRocESSED AGGREGATE C.t3, �J�J 9y' col ; (XI 2. Paint color shall be white. 1l,, Y� tCOMPACTED SUBGRADE 3. Materials shall conform to D.O.T. Article M.07 of the State Department of Transportation Specification Manual. Installation 13IT, CONC WALKS, TERRACES & D,Y, methods shall comply with D.O.T. Section 12.09. . FIN; GRADE FINISHED GRADE ....., �_,.— FIN. GRADE r✓'` .�t�� ,•, ~,,I•,*• CONCRETE PAVEMENT BIT. CONC. CURBt 1r ✓\( i` �`•,�� I.t1 41 6" g o » PROCESSED AGGREGATE r •� < r CO. D �- U. • Q f EVERGREEN DECIDUOUS USE GROUP F-1 ~� STAKE LOCAT I oN COMPACTED SUBGRADE TYPE OF CONSTRUCTION 3 A i 1200&120° BITLMINOUS CURB FIRERESISTANT RATINGS OF STRUCTURE ELEMENTS ( IN HOURS) soir CONCRETE WALKS NOTE: ALL. COURSE DEPTHS SHOWN EXTERIOR WALLS LOAD BEARINGS 2HR 1200 AFTER FINAL COMPACTION FIRE WALLS & PARTY WALLS 2HR FIRE SEPARATION ASSEMBLIES 3HR 111 PLAN: TREE STAKES SMOKE BARRIERS 1HR N.T.s ROOF CONSTRUCTION INCLUDING t,.. BEAMS, TRUSSES, FRAMING, ARCHES I ; d� AND ROOF DECKS QHR ti` N RUBBER HOSE FRICTION a GUARDS j"-2 PLY. PLACE O AT FIRST BRANCHES NOTE: UNLESS CALLED FOR OTHERWISE NO O • O CENTER OF ANY SHRUB SHALL BE CLOSER {13 toy t 3-GLTY W I REs, 412 WIRE THAN 3'-011 TO ANY WALK, CURB OR � q O IL N NEW GALVANIZED ANNEALED ROAD AND PARK I NG LOT PAVEMENT. O SPACED 1200 (SEE PLAN) N [mfit 3-2"x2"x10' CEDAR STAKES SPACED 120 71EXPOSED 2" MULCH • USE O v nn -. C} � av o FOR DEC I Dl)OiJS MATERIAL i AL U SEE PLANT LIST P-1 L7 NOTE. ry TAEE WRAPPING TO ABOVE HOSE ^� � W 4' 'TOR SPA' I NG I PMPA I RED TOPSOIL - Z 0 N I N G N 0 T E S (GC REQUIREMENTS) O I- 2"x2"X10' CEDAR STAKES. FOR wr WOOD OR METAL FLAG EVERGREEN TREES, USE GUY WIRES / -~-- TURNBUCKLE OR WIRE TWIST t WITH 2"x4"x2'-6" WOOD STAKES FINISH GRADE MULCH t0 } zw `U o� MIN. LOT AREA = 15, 000 S.F . EXISTING = 33 ,245 .3 S.F . H 85 . 77 RADIUS FINISH o y ra v MIN. LOT FRONT - 100 , EXISTING ' 2" MULCH 3" BELOW TOP OF GRADE GRASS �, h oaf MIN. LOT DEPTH = 150 ' EXISTING = 208.4 ' sAucER ,1 f ..�' r 4 •. l A 2„ 3. MIN. SIDETYARDD = 10 ' EXISTING 73 ' W EARTH SAUCER S HIGH v EXISTING 34 ----" - --- - MIN. REAR YARD - 15 ' PROPOSED 11 ' (ALLOWED 101 1ill CUT AND FOLD BACK Tar 1/3 OF BECAUSE fl F CORNER MAX . BUILDING FOOTPRINT COVERAGE ALLOWED IS 30% LOT) BURLAP AS REQUIRED • r .' �. 1. . ACTUAL BUILDING FOOTPRINT COVERAGE EXISTING BUILDING = 3, 645 S . F . ` " r:: �`'• 2"X4" STAKE 2'-6" LONG t 1' � .W ' 6 '' ' :.. `...:.;, NEW ADDITION SET FLUSH WITH FIN. GRADE - TOPSOIL BACKFII.L ' TOTAL 7 , 957 S, F . OR 23 . 9% ?., 6.�i MAX . COVERAGE OF BUILDING FOOTPRINT & PAVED AREAS IS 65% OF LOT OR 21 , 609. 4 S.F . DIAMETER OF BALL •�24" , TREE PLANTING SHRUB BED PLANTING N.T.S. _.. ...... ..........._. 881-Orr 12" OVERHANG - 4'x6'x5" CONC, ALL AROUND BLDG ' PAD (TYP) @ EACH 3070 DOORS (TYP} CONSTRUCTION NOTES _ I CONCRETE STRENGTH I \� ' s 12" C.M.U. , � GENERAL l O a=w-V)to oow Building Code 1. All concrete footings, walls, (except walls exposed to weather) , and slab :J7O ; ter-I-UJc a. U_ work shall comply with the State of Connecticut Basic B 9 on grade (except slabs exposed to weather) shall be -normal weight I a w,-w===U =� 1. All P ( .. x a..wo.•.wz o and the specification. aggregate concrete having a minimum compressive strength of 3000 PSI at 28 I "aF- cao_J ws-" days. All concrete exposed to weather shall be normal weight aggregate 1 w o J o W w U. zz�wZC12"1 nain 2. The Contractor shall verify all drawings for coordination between trades, concrete having a minimum compressive strength of 3000 PSI at 28 days. I i 4t_O„ �•+x_J w w W U. .-�Lnoz za�n_. o t sleeves and trenches as required for mechanical trades. Concrete has been designed as "working strength" concrete. I 1 w a o -o and locate slots, I V)o e J G R V a its hangers, etc., as required for I I LfaUO �W�- UG Provide and/or install anchors, inserts, g I ! c_o w F-n m w= various trades. 2. All concrete exposed to the we shall be air-entrained. I tnWL" oc_W F-¢z w t.JX VI t,W».»W UN•+wW f , E F Fw-W twt U M O"'S O UJ a Ln ..V7:"._ I �LZ.JWU=m -a_a.zV, 3. The Contractor shall submit shop drawings or tabor details, prefabricated CONCRETE REINFORCING I NEW 6" CONC. SLAB wood trusses, and structural steel, for review, before proceeding with the I I o W wcc o vrW a w W/6x6-10/1fl W.W.F. I rza©xu t-.��cx� work. The Contractor shall check all dimensions and accept full 1. All reinforcing steel shall conform to ASTM A615 Grade 60, including j W/ 6" COMPACTED 1 9X cc WVVCZU-M< responsibility for dimensional correctness. Shop drawings shall bear the Supplementary Requirements 61. I `~a w a w a GRAVEL TO 95SK MAX.MAX f ��� o r approval stamp of the Contractor, in accordance with the General I DENSITY f "o>-r UJ a z z .w PP »>.w cza wo4mJ Conditions. 2. Welded wire fabric shall conform to ASTM A82 and A185. - I N E W B U T L D I N G I _ - �r-�o w ., wc7 Q C� va ow~rww=o .ri=czn» Q I z ►-ou zo.1.-wrX t- axr-CCF- J•, w ' I fcc 0: 4. The Contractor shall notify the Architect, in writing, of any 3. Rebars shall have a minimum concrete cover as follows: (STORAGE} I w L"Ui 0. 'o w a rn I u u.w=a.zuwLJ=eta . between assumed conditions, elevations, locations, o -� a w�c> a w a discrepanciesI � n ' I o .-.roc zzxaczc>a dimensions, etc. and those actually encountered in the field, and shall 3 in. ! 1 o 4n_l-w o¢W o dime . Concrete deposited against ground. ... . .... . .. I 12 C.M.J. w U_Jgu wait for instructions before proceeding with the work. q o =L"r-J a i;w�z w� I o. o�wa�o 12" -C.M.U. . Concrete exposed to weather or in contact l ! w= O w shoring, bracin etc.,, as may be 2 X.cc o VJ U.o a ►=w u Z; 5. The Contractor shall provide all sh gr g, with ground: I x z W U a I I = ¢¢w=ocwwo`xw� necessary to protect the building during the construction. Full I 1 -.Q.V) a o==m a responsibility far such protection shall remain with the Contractor. For bars #5 or larger.. .. . ... .. . .. ...... .2 in. I ` I O _J=F lti 0 0 1X:-_ = For bars smaller than #5........ ... ..1-1/2 in. I I i I o 6. Structural plans shall not be reproduced for use as shop drawings or erection plans. Concrete not exposed to the weather or the I o ground: . l f m 7. Rebar detailer shall draw elevations of all new concrete walls which shall I 'SEE FM DR. PLAN indicate all pockets, openings, chases, etc. Elevations shall be drawn Slabs and walls..... ... .. .... TY ... . 3/4 in. P.EXT. 12" C.M.U. I I o to a minimum scale of 1/4' = 1'-0'. ( CONC. PAD ---`- - _ --- Concrete protection for reinforcement shall in all cases be at least equal12" OVERLAP ` 1 z 4. p I \ 8. All rebar detailing shall be performed by manual methods. No computer to the diameter of the bar except for concrete slabs. I - _ _ _ _..__- ` < detailing (or manual detailing in which numbered schedules are employed in rT -_-- -_ ., :-.; - - 4 _ .. _.._ . ..-_... Ili the calling out of all rebars) will be accepted. 5. Reinforcing steel marked continuous (cont.) shall be lapped 24 x bar - + --- - 1- - - -- - -- `- -- - _-o - i -- - r _ -- __ '- --�-_-- T - - - f Z diameters at splices and hooked at non-continuous ends. In addition, '`' NEW B LABEL DOOR 9. For types of finishes on floors and roofs, see Architectural Drawings. horizontal wall steel shall be lapped 24 x bar diameters. WITH METAL FRAME EXISTING 8" C.M.U. _ m WALL TO REMAIN J FOUNDATIONS PLACING OF CONCRETE ' 4'-6" 12'--13" 12'-0" 5'-6+' � 1. All new footings shall bear on undisturbed soil having a minimum safe 1. CONSTRUCTION JOINTS OPENING O.H. DOOR � �'' ¢ bearing capacity of two (2) tons per square foot. A. In walls, construction joints shall be located at the convenience of 34'=O" I z z e,J CONCRL"M WORK the Contractor, except where specifically shown on plan or approved - - -"--------- ~ z Z = by the Architect. �- CZ Z 1. All concrete work shall be in accordance with the State of Connecticut UJ Basic Building Code and The American Concrete Institute (ACI 318-83) Code, B. No horizontal construction joints are permitted in walls other than - tn > unless otherwise detailed, or noted on plan. shown in detail. I X o > o C. For required spacingg and location of control joints in slab on © I f I �- - -- Q. _ -- w c� grade, see specification. Construction joints, if desired, shall be { I f 0 located at control joint locations. I ' I I z o f I o �ts ¢ cn I1 ! f- > o EXISTING BUILDING i - -! z (LAUNDRY) 1 z z I PLACING OF CONCRETE (Continued) ! D H o etc. are oared 0 D. If shallow foundation walls, extended platforms, P separately from the main foundation walls, provide 2-1/2" deep key < t FLOOR PLAN I +•� ¢ (full area) and dowel all reinforcement. STRUCTURAL LUMBER � 1 scale 1 8' -1 '-O" , ' 1 o a cc o D ! I E. For additional reinforcement at construction joints, see typical 1. Structural lumber shall be Hem-Fir No. 2 (lb. = 1150 P.S.I. far repetitive I I details. use and 1,000 P.S.I. for single use). It shall be 1,400,000 P.S.I. or �` m N better. STRUCTURAL STEEL I I PREFABRICATED WOOD TRUSSES 1. All structural steel shall be new, clean and straight and shall conform to of ASTM A36. 1 STANDARDS AND CODES I the requirements I I a 2. Structural steel fabrication and erection shall comply with the building A. All prefabricated wood trusses shall comply with the 'Design � °` ' ,472N,0 6M.Z141, 1fagf I code and the "Specification for the Design, Fabrication and Erection of Specification for Metal Plate Connected Wood Trusses (TPI-78)" Structural Steel for Buildings (adopted November 1, 1978)" of the RISC. adopted by The Truss Plate Institute, and the specification. fCsID.F, .N/�r<// �Y/rH I I 3. All shop connections shall be welded unless otherwise shown. All field 1. Roof trusses shall be fabricated from No. 2 K.D. or better I # connections shall be bolted, unless welding is specifically indicated. materials. - - -i For special bolting requirements, see drawings. 1t, 2. Truss details and truss manufacture shall be in accordance with ti " noted Institute ublications and 1�•=� �����~ o'er 4. All fillet welding shall be a minimum of 3/16 weld unless otherwise n the latest T.P.I. (Truss Plate ) p on drawings. g uidelines. . es etc. required in structural steel members for work 3. Truss manufacturer shall have a minimum of 5 years of continuous r . w •J � 5. Provide holes, cop q w of other trades. They shall be shown on structural shop drawings and I - - o o truss fabrication experience. - -- � v'r ra�� ° 10 shall be made in the shop. Field burning of holes or cuts in structural II 10 steel members will not be permitted except with the specific written 4. Provide temporary and permanent truss bracing per T.P.I. I I approval of the Architect. recommendations_ I 6. Shop coat all structural steel. 5. Prior to truss fabrication, prepare and submit shop drawings of i the trusses showing lumber sizes, lumber species and grade, f p O MASONRY stresses, loading, type of connector and details of fabrication. - shop drawings shall bear the seal of a professional engineer 1. All concrete masonry construction shall conform to the "Specifications for registered in the State of Connecticut. a the Design of Construction of Load Bearing Concrete Masonry* by the National Concrete Masonry Association. w 2. Concrete masonryunits shall conform to ASTM C90-81, Grade N-1, minimum 0 compressive strength (average gross area, average of 3 units) shall be TYP. MTL.DOCR E E"}tAVE o Cd 2,000 PSI. �t"head , o aIL 3. Mortar for concrete masonry units shall conform to ASTM C270, Type M or S. ( i j �h IM 4. Grout for concrete masonry units shall conform to ASTM A476. "-"'�- I r I r .� v V 5. Joint reinforcement shall be Dur-O-Wal 9 gauge truss type, hot dipped r r 25" I A ,y rn 0 w rn galvanized after fabrication. Place reinforcement as shown. 7 4 $'-O" 8'-D" 8'-0" 8'-0" 8'y0" 8'-fl" B'-fl" 8'-0" 8'-O" 8r -0'r 8,-0„ © a �_ rr t yp.g! .panel •Q, ' 6. Reinforcement shall conform to ASTM A615 Grade 60. u all doors I w "vn re g( . I 88'' .O" 7. Provide temporary bracing as required until permanent bracing is installed. I - NOTE E PLAN ABOVE EXIST I N G BUILDING (SEE SOUTH ELEVATION) all doors to be 1-3/4"thk. I scale 1/8" =1 '-O" ' interior doors to be B•Labe[ tv/ovhd•cl oser,pani c bar >; i f passage I ock. E X I S T I N G B L D G. , exterior doors to to � � AiW i nsul ated,ful I y weatherstri Aped, f ovhd.door cl osers,p'-ini c bar,, and passage I ock. provi de al un mat her hoods exterior heads. W u., u. X•a im W.••.v.m oaw a E-x ty 1--1-a z wp-waf-.na .L.3 ALUMINUM RIDGE VENT x w w C7 af-mow , =21dWZ ��[O V) �NaOVTf•-vlx0.S6 CUT EXISTING PLYWOOD „ UNIT DIM. 4��8 2 SHEATHING AS SHOWN Cx M G a o 4=9" w o.. RGH. OPG. a f- ., .,. a 004. f-OmW0-1 1= uoz¢o �-u.-+ of--W ouar¢zm f) NW W WF-LL,GCW0.' N �• � GLASS* 24 �,'�-�ina� 000wc APPLY COATING AND BEAD OF RUBERIZED WSMO=+W aa.Do,. ••••••• y •• r COMPOUND SEALANT BEFORE INSTALLATION _ _ :>=cc Li w0.0.Z'N O a W O,n V. Q. w a¢c c� ti,n¢xx s .-a!-w .r cQ CD f-o- X% r OF ROOF RIDGE VENT «a w cn p.a w a y r'.• NEW STRUCTURE / �� r,cc_j % ¢ CD=v) o r w acc C6 ww I=-z z w I=n 1. W C, •'��' ------ NEW SHINGLES .n O W WSOWZt:7 �7:• / uj M m; • v o LLJx rx t-) t,fir- � •�'• � � � v, CD o .•2a z xazoz LLJ O u!-CaWO3O.r ,. % w u Coa ot+_ / Hu / W a c�z Fo u W / CS .n f -.t t.�W LK�w a f, W_ Cr zzmua �: •:; 7: CW24 ijj�• W a W ^3 d ca 4dw�gC W W d w.-* i,dt. '�'• 240# ROOF F', o n�Ln 01�jocai mho TYP W ! N DOW A SHINGLES - t... SCALE: 1/4"-1=0" c� CD T/WALL ROOF RIDGE VENTS DETAIL _.. _ z VINYL CLADED N.T.S. - - -- AL . TRIM 3 z 1 " x12" #2 PINE 12" MASONRY j N TRIM W/VINYL CLADED BLOCKSNEW IBUILDING '"15T/rV4 iPGz?,c' A . FROf, MATS/1. W/Tf/.E '/sTT�'G a o E O 4 EXISTING z z wBUILDING � z � E- a z e o T/FIN. FLR. -GRADE x ¢ CONC . ;I FOUNDATION ..... .... .._. _._- - - - - - - - - ALL AROUND • - - -- z O o � ¢ cn BLDG. ►- > C� W E S T E L E V A. I 0 N scale 1/8"=1 ' -0" O J 1•-•1 z z J 3 • O . i O � M O i 1-- CZ: Z I i O j C] O w W O ct Lc m !1_ V) j 8!-0t4 SHOULD BE PROTECTED FROM INSECT 8i-U" ]0 wi ridovrs eyua! I y spaced NOTE: ALL VENTS PLYWOOD INFESTATION BY METALLIC OR FIBERG MASTERIAL SHEATHING SCREEN CLOTH WHERE PERFORATION I ARE GREATER THAN 1/10 INCH. 240# ROOF SHINGLES F • �oOFZNG , ..�" f, ROOF RIDGE Ilk I MP ON 1 r TYP VENT .� �•t� r yv STRONG-TIE NOTE: INSTALL C NTROLL JOINTS 511 ' SEISMIC ANCHORS _.. - EVERY 20' ALL AROUND. --- :AL. DRIP EDGE TYPE H5 r@ 2'-O"0/C . ;� ' �� i (EVERY TRUSS ) - _ 1"x12" #2 PINE TRIM . ! 24011 ROOF, .>' VINYL CLADED - - W/VINYL CLADED AL. SHINGLES AL. TRIM R-38 FIBERGLASS is AL. GUTTER INSULATION,EACED _ �j C-- VINYL CLADED .6" SCFFIT VENT' (OPTIONAL) /\ AL. TRIM T/WALL 2x. BLOCKING 5/8" TYPE X •1 Nx12" #2 PINE j GYP . BD . (OPTIONAL) - TRIM W/VINYL CLADED BOT.OF PREFAB A► A O A An AL. { WD, ROOF TRUSSES T/GONG. SILL 0 NEW BUILDING HOOKED ANCH,BOLTS W-O"O/C. ,� CONC. F _ 12" MASOUY CONC. SILL w °,fT J` - - - s •12 Of PROVIDE FOR Cj Y Y BT]OCKS (TYP) c ©oo oVERHNAG !! © SILL OPENINGS _ —_— _- _-� — ---- _- ___ _ WIRE GA.#9-16 O.C. -- Q H HORIZ.TIES I � -0 ' 7 �-- 12'x 12' MEffAL INSULATED �' I o 0 °' �'Cu [_NOTE; 27C. "_ ' OVERHEAD DOOR ;o 4 9 IN FILL MASONRY #5 @ 12"0/C.VERT. �� ,� �� EXISTING CORES SOLID U -4 19C@���I" BUILDING p.4 A b C 0 W/CONC,FULL HT. �rd�; T/FIN. FLR. 1:14 GP. .. 17, 63 W 12 CMU L0 cONC. LL ` CONC. APRON W/18" FOUNDATION 1 1 4'x4'x4" CONC. PLATFORM @ EACH 3'-0" DOOR ENTRANCES-'"•`" -"' FROST WALL -'" "WALL ALL AROUND-. ' T Y R ROOF SECTIONX . .BUILDING (TYP) II 3'-0"x7'-O" METAL INSULATED SCALE 3/4 DOOR W/OVERHEAD DOOR CLOSER, PASSAGE LOCK,- DEAD BOLT, FULLY WEATHERSTRIPPED, METAL S 0 U T H E L E V A T I O N FRAMES, AND 41lx25" WIRE GLASS scale 1/8"=1 '-0" i LITE (TYP) ! _ _-.. . . .. .. .. .. . .. . .. .. . . . . . . . . . . . . . . . . . . ... . . - . .. .. .. .. . . - : . . . -. .. - .. ss'-o„ -_ NEYV ADDITION 1.4 .. I -.- _.. _--------__-_._.. _ _ _-._. ____ � ... .. .. . . . . .. . . . . . .. . . u i . 11 . . . . . . . . . - . . . . 0=w-v►m ooc-.. i .. . . . . . • r. . .. . . n r _ . _ 12 {TYP. ) gR: .`""..a►-,�a"'� 0.wO�-aW�' - O xp0►4 .. - _ W NSA T„ 1 - ` di==d-w ►�- ,nv`t.awcIIA _ .4inCI o �o r { wa o+- Sm . .. . i u_c'uoz¢="a+w-tIW =..--• CI . . . .. 11 j of-w ca��t-¢xaa RAL NOTES yy ViC tAHkw I,-,N.W.. ' GENE vfwwwF-wawoe v, . �.-11/+0.W41 lL OCJ G.C. - oaW C.vnvi o w LOADS - ==��,..�� ��� .- � � - .. _ o. 1_ Allowable Raof Live Load: 30 p.s. 'W v+,'L't. .I. .-I ),I II11.L1 LAU_-cc u=aC? i^ . F D IQ PLAN NOTES . NrtWw==aw EXCAVATION BACKFILL QUN AT Nt� %= n aWr- "� o ...1.I I.I�:..1.I..­I�:.-I�IN....,.�;:.0t,­I�1...".I.0..��Q,.:.U.4.-I4­0...:.­..-.:..0;...,.�..'._...4.._,,1.'I.._I4�.L aW.bI.....,-.�1-.....1.,..... .,­I.....-.­..I.I_. a. o w .-...w - z *_o4-3,- .xa+-was.,.,I.'.':.I.I*;�......I�.- 1. Footings � .,I.-.'..I a.0 aI .: .��.... ...I4�..I�9,i.,.W9.0."�I..?�I,,­ .-...:.I1 1..1; i�.....I :V..;.I..IN'W 9 I-..I.�3­."=(M 0..I-I'.,I...:.,,1..1LI.. ....�:.\I.."I..1..1, I shall rest on undisturbd sots or compacted gravel backfill. W �"i a. "$ cep .( 41!. . a ��J FLOOR SLAB TO BE CONC , SLAB REINF . I u oWo¢-Co-a- 2. All backfill inside the foundation must be approved gravel compacted `-� W/F IBERMESH ON MIN .G„COMPACTED GRAVEL FILL V1x"mh=WW=uto SiS� optimum density. 3 �..W< o�w��W. rsw¢ a�Fow�1- n �da�vxiQoa '' s-+ft. 6 CONC. SLAB W/FI�ERMESH 2. TOP OF NEW SLAB TO MATCH EXIST,FL . SLAB ELEV.3. Maximucr assumed soil bearing capacity: 2,000 pounds per sq. zWLUC) W6"{MIN. )COMp ,GRAVEL .A ,noc. ..r w.aa+• 1"I..':".,....I­..I.....!.--...:_--r1..*:..I.I,."� ¢wzawwo`tw .�I..�.,­,.;IL...­ 1. i!II.7i;1tI 1 3. DO NOT CUT NOR REMOVE EXIST , PILASTERS UNTIL 91Egk==amF_o POURED IN PLACE CONCRETE o AFTER BLD G. STRUCTURE HAS BEEN PROPERLY , o �+ SHORED,REMOVE SHORING ONLY AFTER NEW WORK - 1_ Concrete is to have minimum f'c 3000 p.s.i. at 28 days. _r 0 ' HAS BEEN COMPLETED, M. - - J to covera a of reinforcing steel: 3" For bottoms of footings, ' O BOTTOM OF COLUMN BASE PLATES TO BE 5" 2. Concre g T3ELOW TOP OF SCAR. M ' 2" #or other concrete with soil contact,, otherwise 1 1/2" except 3/4" Go G.F'{ 4G,ft 1% +iF _CVA(G,i'"f6,'!o Pk 1��rt-�(- 0 for slabs. itl >. + Q, foM:I,r�A „ �- z KJ (G�,W? ?Wffoµ 2PA5 : ,� O PROV I DI. COL,BASE PLATES W/ /4 LEVELING PLATE . (1 z :SAY)c'fw"0PM W$x31 GOL. p.or'2 - _ n, {1 y.6 W 3. Reinforcing steel shall be Grade 60, new billet steel of intermediate & Z 3/�{"t HOOKED ANCH, BOLTS.UNLESS OTHERWISE N�TE w/12x3/4x12Bt • 3 ME SIZE AS ¢ nr hard grade, conforming to ASTM A-615 revised to date. SET COL, BIB ON 1/4"LEVELING PL {SA B ) ~+ ..-'-.- ' - ._. ` . I (TYP3/�} HKD,ABS . t ! + 3/�I PAD OF NON-SHRINK GROt1T,(TYP of )DETAIL- D Ex sT. 4. Welded wire fabric for concrete reinforcement shall conform to ASTM BLDG,COL.LINE z �' A.185 revised to date. Fabric in concrete slabs on earth shall be in 5'-6" 1 W8X24 COL. ; WRX24 COL. 6• VERIFY EXIST,CONDITION5 & DIMENSIONS IN THE the u er ij3 of the slab. B 3'-6"X12"DP. W/$X1/2X8 B� FIELD PRIOR TO FABRICATION & INSTALLATION OF PP W/8X1/2X8 ¢ ANY NEW MATERIALS. 5. All coni.�n uaus rein#arcing bars shall lap min. of 24 bar diameters. DETAIL- B J m 5,_&„ 3'-6"x3' -6"x12"DP, 31 -60 5'_6r'X12„DP . . I y 6_ Slab elevations are to tops of slabs. Slabs poured o� grade shall be _ _ _ _ -- __ --- -- oured in or cut into .panels not exceeding 1 ,000 square feet in area; -- - - Z ¢ p ce e d 3. ' ,-_ i, r '` _ / _ _,�' /� z z w the ratio of length to width of any panel shall not ex • '� ' ETAIL°C , . I I' j i f z .. / I i ¢ z .-.-\-,Z-.-I.-�;O-- r...._1.I.5_rIrrI IO.f.,.+T,.1.II_1,Il_-�.1II I.- 1-11 1N\-F/_.+11/ _/I_I1-I/T- 7 _ The General Contractor shall install all anchors, pipe sleeves, 34,± I r / in concrete as required for the trades and f / �/ / / + I . . inserts, chases, etc_ , -- - r. I..I..... . I..,I I...� II.I. ..6..1.-�L_I s2,I.V�I__---"I...,_.I I..--1_.---..I.­-.­.._.-._.-.I C-O.....I..-I.M-....'1I 4_.�'�.0I_..I�-4..L.-..I.-I'...;--J---V.U�.-.-1 P-__....,:���\..IJ..:..I./.I.=..I.�.L.-L1....--.�/.-I.N II N-R ocations of same before proceeding with the concrete work. ? " > > verify the 1 I . - UNDERPIN TYP. 12oQ'dU ~' © ' 8. Ke construction joints with a beveled 2"x4" . Dowel reinforcing 74 / EXIST.FTNG. {ASSUMED) x , , a } 1 Y / w diar>teters at joints. ; concrete shall /" / BLDGTCOL:LINE ,vorE, f1riF E•t't ST�iS/ 8E z c� ' 9. Piping, conduit, etc_ , passing through or embedded in J � w STEEL c�tursa- ! FQUNDATION PLAN a .� be placed strictly in accordance with the recommendations of the o / i A_C.I . Aluminum products shall not be embedded in cancrete_ Pxpxng, ' 7'Y�*ft c '9 '0 the full slab on II • ` / 1 .� ' o ' conu'uxt, etc. , shall be placed sa as to maintain SCALE I/8 ' or conduit. _J z . grade thickness over such piping EXISTING BUILDING / o - iF 5 reba rs all i i ALtJ'JI.FLASH[IdG 3A-4x5/16x3} z z 10. All openings in concrete walls to have additional 2 J extendin 12" min. ) beyond openzng. around opening 9 t M- cn 4 . ' I " ¢ F-- . :-i iTRUCTURAL STE,Et } P 0 Qr Ir 0 D n d erected in accordance cal kI rig T o o r� o ;E I. All structural steel shall b- fabricated an with A_ I .S.C_ Type 2 constructi.on, unless otherwise noted ar shown, i Cr - +L m l Ln . WND, SHT. YvY 2_ *tinimum connections shall be designed far a minimum of 10 kips for weice•u .:c.nnections, and a minimum of T kips for belted connections. N,T.S $$'-O,r NEW ADDITION , 3_ All structural steel shall be A-36 steel, unless otherwise noted. .-..:__.--.--,._-__..___..._.-__-. ._. _ .• . F . i 4_ Lintels bearing on masonry shall bear 8" minimum nn each end. s steel which carries masonry shall be shored by the 3 �-4X3 X5/16 - i S. All stru ctural HEAD 0 I+II,O, eneral Contractor until masonry is erected and set. This Hate also ___-- G .. - -•- - - - i { - l applies to steel lintels which are greater than 4' -0 _ .CONCRETE MASONRY - 1 �V r � :v 1a •�.----3 A-Ilx3kx5/16 ,� r� yu� . accordance with the /A N � H 'u t� a �t ► • E 1. All masonry shall conform to and be erected in _ 4p - ' n Code Re uirements for Masonry and the us . _ . .- �!4 �� d + , American Standard Builds g q Crete Masonr Association for the Design and Construction '� �� �' r :. .E National Con Y I w J of Load Bearing Hasonry_ of r` , . .� �� bey ca I ki ng tvW,r 0� F� E 2_ All masonry bearing and shear walls are to be constructed of concrete \ masonry with compressive strength f'm = p_s. i_ General - - as s eci#ied_ - • i Contractor is responsible to assure masonry strength p -'WOOD TRUSSES 2' 0"0/C. �' ° ' � . 4 .. .. .. .. maSOnr / •.6 . , 0 4 3_ T e H or S mortar sha11 be used in all y . pDured-i rrpl ace g Yp I I Ir - z h tti ' cor1C.SIII 4. u^uro -w �l reinforcing shall be installed in alternate courses of all -- `P . F �• a - . �! ' I masonry. - RIDGE a �' ___ . PREFABRICATED MOOD TRUSSES ____ ! - I A . • . . .• f naI'Erii1ieez-'s ; -- a is affixed for structural "+' ` 1_ Prefabricated woad trusses shall be* fabricated to carry loads as _ w content of drawing only. 0 • .., ! z �H�n. shown_ . _ •, I 4 '��' "cytvi�... L' '7 4 v! j AL 1a; 5 Ta O W o (At FLASHY IdG �+,•o���.____e_o'•' ­ ' 2. Fabricator to submit shop drawings prior to mono#astute of trusses. _ ' tad - They shall show all member sizes and connection details. • rn . . ) ..t 0 2 x 6_ - _,"tA ark I $ . 3. Top and bottom chords of roof trusses shall have minimum size f - . _ _ ,%C" . . . -t; __..��J� _.. 1 ; ti• 'r� :� ,r 'A� .: M��C� �G-Orll�`Q�Q� QVy n C O r, DIME N:I"t": 01.10 all. J Y'v �t+ .1 , �3i P I.r =6Ti�I14l, `+1 t, aV %X G1 C HT. WE O 'y O a� aa t . T Fs� �� �'+ a Q r all dimensions relating to ---_ �'`"r.' �` -� - : ­•_, The eneral' Contractor shall field verify r c `4 b c� , 1. 9 e ort all W16X26+CONT �� Li,,. . r riot to be inning construction, R p ,y , existing construction p 9 .. .4.*.... .1.�I.... .1.\...a....�..�.1.IM�.-I r,i r I.J1.�1I:.....1lI�...I 4 L ..�I. /...P...W;I 0I.N.I.f*...G�I . ..,..1.I,.I­I0.4 I..9­.'.hg 2 4 II�1 0,L.;4�8I..,I1.�L.......'I.�%,>.4I 1 t.�.%I IkLI'I. con#lists in dimensions to the Architect immediately. 1p�j' I C12X20.7 a , 12" M1N,BRG. �;R.tif-1..e W a H i. i rem? (FumA h dAby others} .�.'..19,�:.,t.,�PI,-1N-.0 .,..II. . -..\3.*.-`..11/0 I.V,,,*,1i.#0."N,/\--/IWI",.1,I.. ,,L11..'L/. :;. 2." The General Contractor shall coordinate the dimensions of the roof, - I _ u + W1?_x50+CoNT. 1 fits the mechanical _ W12K .0' CONT,I� I`I1ZX45fCONT. o the framin ro er y floor, and wall openings s 9 P p � - 2 trade requirements. . __�.. _.. - U ,"x % ,AUK . - - . A ;: bf � . . . / �) l� �.., rrtf TYP JAM B . 3 -40kx5/16 -+ .. . f _7 7rw� < `. . C12x20,7 noon E �, r I r�eJ ;St TjU.y1, . JAMBS W/ANCHORS STING BMS. _ � , . ¢ �,., .. . �. 1�lINDQIJ� ANCHQRING METHOD : .. . YP . III ..�-I .A.,_I-II- ,lI".I.FI.I, I N1­--.--I 1-1.I I.i 1-..I--.-.-.-.!-,--.N, /C. {T _0„o -k IId k-�..J...4.,-��-.'...'-Ir I,_-I,.I I.I 0 I 1I%I 1t.:.- N. .S Ext .1.I_­1...L....'.-1....I-., I.�-.I�`3.1­r_.0 I 111 I-: . -• - . . I.I I II I.......I.L..1L .....L L.I...'-.......I I.­...1I.I I.,...II�....-...I.1-II1..-....�..I...I.....�II�L..L..I.L.-..I.II...I.. .��.. . AoatT;o�tah h VGcIr ! .. , 11 PIu"1..,I..I..L...,...I..I.1..I.II....1 1..I I.q........I..1.�I1.I.1I........I..-...I...,L..,... .",'.4.I........I...l.....I,I­...1......-lI.......I�....III...I.,..._.i.,,I.......1.%.:....7I-1�I I I..,.."..Z.I..�I.I..�....,'..........�.-.I...I......II.....,.I.,.�.I......I.....�.71.�.1.....I....1.1...:..,..-.-.1..I...,I-.....,.,.-I 1..I.,1 1:I.,..1...I...1,.�-..I1�.Ln.I..I.I�..I..,.�.-.I,.L..1I,�I..I.,L.­..-I�I.I....I'Ij.I.�.IP�..I....­....:..--.1.-.I.....I1...:1....I....I.,.II.......:o.L..�....1_L.i.,...I I.,I.....�,...;...1I.....I........I.I.%II I I..�..I..._II.......-.....-I..'..I,..L.I L...-I�I I.I........,-,.....-iL:I.I�I....1I..--II.I...L.I.....'..:I...".I...I..I....,I I,I�...I....�...I...I..I......1.-.-III%.I:....,..I.I.-III.�:.—..I.:�..'.I,I....:..—.".�I..�....".._...........-,.I'...,...�..1.:......'.....1..1­I.II.....�-...�.I...L,....�. ...I..I.I.I I..:.:...:..I..,I.....,I.1I�.I.,.�I...I.--..: .I.,.I..:..I...�.,..I....:...1.,L1.....I�'�-,:.'�..�-,II I.:...�...:--II.V:..I......I....�.I. -.........,I_-.-:.I I..�..I..I.I.�.q. ....I...­......-I:.1....�.......,I,...L I.,...... �......._I-. ..,...:I I I.I,".I11..I..I.­.I�I...II.....I...I.....1-�I.'.....II.....I-�-.I.I.I.I....: _�I'-'r�!I/.�I_T.. ­..,.-"1....:_.,-I�F....r..I, ...-.....1R'.-I.....I..$�,I"._A..'1I.­,. ­".�M.-a..'-*I I I�I.-�I I..._I1 .I.--...I t I W/I.I .. -A. ....I..I I I/ . -I1.I' II..-....II',.- s. .. ..I I 9-. .. ......-...,..I.L.I I.I..._.-.I.L 11.L L L I I.L..I LI I.I.....I...1...I..:....1L..I I �.L.1.. �4�911R��.C1N.�xI7f.C�.:�itiOrt�G'' r12V&t � Wa 9 .. G.I I. P.-..,J.�.. ..I...,�.II..,...L.-..*-..-I-...I I..,...:.I..,"-.�.'- . : . . . . . '�Q.D 'l�tiMtrld✓:!W"l! I�4 f�: MJ Is:- al wall lu is laid in masonry joints of . . X Met P 9 . . . . - • 11 .�•�APc►g�„�;���t�'lI�tANGrI �' ��� ��°`��'�" window opertiing.Casementunit issecured . SCALE 1 fpP o Ao rl�- � r � Atr: . .. ... . .. . .1,t?Ao f�.oNt l� AOr�T .. . . . . . ..._ . . . hrou h nallm t _ , .. : ,.,.�p.�I�au�+:�.�?���f� 5s>��tu�:MAC •by removing inside stopand g 9 . __. EXISTING BUI LDING -. .. � �:� t�:'1�: � .ts EI%1�IGtt;�f(' a as. :.. ���� � side Into wall-plug.Cut vinyl Hang , 1 . . . . �• .. _ . . .. 3•. u re a.. . - re I . . -:. . . . .,•:. .. .: . . .. , . . . . .: : ..... ..... . . _ - • . : . . . . . _ ,. . . . . :.. . . ... -- SIMPSON STRONG-TIE OF COL, SEISMIC ANCHORS TYPE HS a 2'-0"o/c , SEE TYP ROOF SECT. - (EVERY TRUSS } -- 2#5CONT,T&B Q 8 8 » ll ' w Uj U_ bi 16 X16 CONC ,PIER REINF ,W/4 #7 VERT.BARs i /4 X12 B DOWELS & #3a 12 o/C.HORIZ,TIES j 12 x & D ¢ ,Z-i. W="of Q. .�x cc a.ws�or-�ca 7 lO BOT.OF PREFAB + NC L,.-=r scoW=- FACE OF ` WD. ROOF TRUSSES #5a12 0/C VERT, .� Ca 1»,,, O t.ec r-•t W CD - — COL. EXIST,WALL » { o Q . t-" �4 HOOKED ANCH,BOLTS x,n,j... W�..0 » r, r » q`p � —#SCORNER BARS v.wwwt- -IU_0C v, 5 r— 6 a 4 -0 o/G, • C�U��Uj ccto0. z,..,v,c,.W v•,.00wca Ws+-.ozw �acc�u 0mot s ILAP 24 BAR DIA, ow o,n t_,n 0 s a car cs t asrz WIRE GA,#99I6"O,C , WORIZ,TIES HORjZ,TIES �C:w<aW= / CUT & REMOVE EXIST. NW4 c�xc�o r ' KLOT-O WJrXx W PILASTER AS REQ D. y w aQ-WOQn• , » nr-xca z•» wo AIf1TC 12 GMU C)Uj w►-W ;_,W , ll�fO L r r;2#ScaNT.T&B tj.W w W�-,� z "au•-• zc, t-a,W DE AIL D w •o�••wet 12"0/C ,VERT, � - c.,n.saz axc� FILL MASONRY #5 a j o 3wd�••rx,a3 ,n 'p c..� M W 0. v w Q:c9 N.T.S CORES SOLID C� o src zz=,�Ta�c © u1-•oWo¢ao TYPICAL FOUNDATION WALL " to (.2 W M"V M W/CONC,FULL HT. / o ,n.•r— rq wazwcr CT 0' zwwxoo"oc^'`,axw s ¢c�crivfutarF-wu ¢ CORNER BAR DETAIL a v*wn�.ce�d�'Wc`�a¢M 12" CMU NT.S Q. C)U_ M CONC.PIER COLT pq o o y �wss m�o REINF ,w/4#6 • VERT.BARS&DOWELS Z TYR ROOF SECTION 0 HORIZ,TIES x SCALE 3�4j 12"CoNc �FOUND, — m 8"x I/2"x8"BI! w ( BELOW) u Z DRILL & GROUT SOLID u' 245 CONT. INTO EXIST-WALL n 6" 1/2"PMJ f ,r 2--#5 TOP & BOTTOM z 12/r - 6 f, COL . ILL FIN. GRADE 0. -EXIST. BEDG, NEW ADDITION o V 12"CMU � ----- ___ /.. / / - f „ I!!� --2-#5CONT. 6"CONC , SLAB W/F IBERMESH COL. —6 ,r • » ON 6 (MIN , }COMPACTED GRAVEL I ; �I { \ - MIN, a 6 2rl ric�i� IC15U�. = I I z Z 1i.3 Y�C ---- — H Z n DETAIL B 41 ` IN W 160z,LC COP . •' -' COUNTER FLASHING TYP WALL SECT. �' °. ' U) > W !-- N.T.S 12" Ei` ' : SCALE 1 Z II FORM WALL & FILL + EX I sT.CONC ,WALL %t a I W/N0N SHRINKING a w o > t..) CONC,P I ER RE I NF , 1 .' .- - - NEW 3/4"PLYWD. CANT -- . GROUT x -+ w/4 #6 VERT.BARS & DOWELS �. .' . 2'-0" TYP DETAIL & #3 a 12 o/c, waRlz, TIEs '�, - NEW 16oz .LC COP , p TIE INTO EXIST, (WHERE NEW CONC, WALL FLASHING To ADJOINS EXISTING WALL) MAKE WEATHER TIGHT WATERPROOFING 0 , ►-- > Q .-'.f 2„ NEW 2x WD.BLKG . �" ' '`' . s . N.T. ,-� z �TYP ,ALL WALLS W 3 O _.J w X �' 6„ EXIST, BLDG, t'' �' -I +, r 'j✓' ASSUMED ROOF 12" eMU -- -- - NEW CONC .WALL _n _ 6 n „ u IBLKG.@ COPING i H 8 x x8 BI� '� �- / FILL CORES SOLID Q 0 m %, m V W/CONC ,FU�L HT, #5@12"O. c. m r VERT.WELD DETAIL * C DETAI L � E � . ITO GONT. I� SCALE 3/4 " N.T.3 LINTEL SCHEDULE CONT.S/1BEx11 "i PROVIDE LINTELS WHETHER SHOWN OR 611j, ► ` WELD TO BEAM : COL . FACE OF EXIST NG.WALL NOT SHOWN ON STRUCTURAL DWGS .OVER ALL OP'NGS . IN MAS,WALLS AS REQ'D, BY ARCHITECTURAL .MECH .& ELECT,DWGS . CUT & REMOVE EXIST.PiLASTER I STL. BM, -FOR SIZE ALL LINTELS TO HAVE $"MIN,fiCARING ��"'� F------------- AT EACH END, AS REQID,FOR SEE PLAN NEW WORK SEISMIC ANDe. HURRICANE ANCHORS _ PROVIDE ONE �- � Q i ++ SECT" A \ ANGLE PER ��� •' Qr'i 6 CONC, SLAB R E I F ,W/6X 6 10/10WWF ri Designed to provide wind and seismic ties for trusses and rafters,this versatile tine may 4 w Y T Ff E O F I j be used for general tie purposes,strongback attachments,and as all-purpose ties where SCALE 3 4 I E M a O. g ,- MASONRY one member crosses another. I The H4 and HS are new hurricane Iles with a unique shape that results in higher BM, WALL 511 I allowable loads and requires fewer nails.The design allows for Installation on the Inside of _ _....-_ _ & COL .BEYOND E � the member without interfering with the sheetrock,or for Installation on the outside of the � — UP TO 4'-$" L 3�Z"X 3�"X S/�.6» j member without Interfering with the sheathing material.The HS is designed to fe the tap 10-6two wall plates to the rafter. 4 -8 TO 5 -8 L 4 0 x5/16 ` ', v ► ' . q New—the versatile H6 and H7 hurricane ties are designed and tested for high load ! • r » r, » „ • a e o I capacity.Use to attach studs,joists,trusses,plates,and other wood structural 5 —8 TO 6 —8 — L 5 X 3 k X 5/16 w ! elements.See illustrations for typical installation details. r "— ! a » rr rr o p01Z io j T i I MATERIAL: See table 6 -$ To 7 -8 L 6 X3 X5/16 0 ! FINISH: Galvanized EXIST G.F N D N. INSTALLATION: ■Use all specified fasteners.See General Note 5,page 2. 6" M I N, } ■H2.5,H3,H4,H5,and H6 ties are shipped in equal quantities 0 of separate rights and lefts. N COMPACTED j t I( ■The W7 must be bent over and around fire other side of the top p p GRAVEL FILL I I wood member.A minimum of four 8d nails:Into the truss must Ch t be used.Including two into the side of the truss at the end I ! I of the sera See illustration. �s ry,,, 01P v ar y p• 411 f ��..� QCd f » CODE ACCEPTANCE: ICBO accepted;see Evaluation Service No. Acceptance Is rr a°° q,�``.�• `�' �.: p, p ...� 3 MIN, )DRY p p 4 CONC. SLAB 4,;,�rrQ� ,.. t �^� o GONG ,PIER 1 ! PACK N. BOT, pending on the H6,H7,and the hodzantai toad capacity of the H1. SIZES & REINF , REINF .W/FIBERMESW FOR 5I r OF EXIST,FTNG, • l 11• � FIN,PAVEMENT VE ME NT rr � . •�� , n' ' '`� �,E\. 1 4t: �.lL'`�• � SEE PLAN ! • !� PA ro v j �i�� SEE SITE , , R - '_ o• t rro.azoa ,ti 4 .� u o TE PLAN a •` e �� o p P.t A. � to o nbi .. •`` ,• - •,� ° - - - "�"'.�c, n�rr ` aS as W of tia FASTENERS MAXIMUM �"I}•--..r -_-.-- - - O Q o llb�y�rs, %'ar.:.���i�.se a r� MODEL MATL TO TO TO ALLOWABLE c`;yto 1 .�, �jo Oo eQ{7q�o .41 a. d62��}rn ........ L1 FI � 1 1 Pro-fressiO " NO• RAFTERS PLATES STUDS UPLIFT LOADS j o` ' - ` , �' . is affixed for structural Seat w 04 H D C O H4 18 a. 6 Sdxt 1/4 4-8d — 520 'o•, H2 18 ca. 5.8d -- 5.8d 335 ilsj' - OU content Of drawing H2.5 18 a. 5-8d - 5-8d 370 H5 g only. H3 IS a: 4-8d 4.8d 305 4 ,il •.. �•, I-#SCONT,T&B. H4 20 a. 4-8d 4.8d 360 , .% • , H5 20 a. 4.8d 4.8d — 485 .•:t= - W CONC, FTNG. -FOR SIZE & H6 16 a. -- e•8d 8 8d 950 r��Q } I - 'H7 16 a. 4.8d 2•Bd 8.8d 965 REINF .SEE PLAN V TYP O SECTION 1:Loads have been Increased 33%for wind or earthquake O» ___-• 12'r I Y E Y Y COL. F T N C e Theloading with no tunablehOfIZincrease allowed. o --- 2.The Ni has an allowable horitonlal load capadty of 05 pounds parallel to the top plate. C 3.Allowable loads are for one anchor.A minimum toast N.T.$ thickness of 2'h must be used when framing anchors are installed on each side of joist and on the same : A— It side of the plate. v Q� - TYPICAL EXTa CONC. PAD VARIATION DOORWAYS SCALE 3/4"=1'-0" r DETAIL SCALE 3/4"=1"-0" . - .. '' . . - . .. . • ' . r .. " i . . . . . - . - . . . , .. . .. ... . . .. . . . . . • . .. .. - . . .. •1-, . .. . • . . i - , .. .. -- . - , . . . 12 . . .. . - - ,.. I . . . .. . . . . .. . . ;. - .. . . . . . . . . . - 12 5 - F_ W! . - . ' i cc: . . . S astv��� a . . . - � c[W 1•-W caG 1--t/'1 a- u.1 3- ; I . . i s Ci W Q.�W Z' O .. _ I . , to Z.Zxty000 ..I...'..�....I._�:-��.t...­_.�I1..,:.�.�.I.....­­.�.�..I L_�.­.. _�...�.�I�­I..l­..I.I.�I.I,1...._.._I....-.I.�.,I��.­.­.1...-. .II-,.,,A1:,.e.­.-­=..4.. .I.....I.I.�I..I..I I.1p.I..1.,II I�-��_.�..-..I...II�.-.......L.&.II.I.,..V....I.......I.I-I.I.......I......1......I 1..I.-A.�1 I_L 1..,_...-.I...'I". �.ff;.I�I.:-.I..:1 I.11..1..I. . . o��.-.��­.r a,-.I.!�.�I.�._II�--.�..-. . . . U..�I�._. n o+n 1-I1-t,'.,r.t1-.1...A�_q..I,�� 4n V)=.I' W W0.�..-I.-I.. =U-i , ....I...I�......._-.,�.-I.�:.I..-:.�....-....-I......1I..�..II..-_.-...:.II..�_-.....�. -..II�-. I................I..I I. .I�I I...I...I..I.�..�.. .I I I.I.�.I��I.....1I.I..I�...II 0.I.tI.....­t;�.I I.�2_7--.I0.*_�19I....*.I.O...r.q I.I-..I.....o..�.L..II.1.*..I I....I II........I�..I�........�..I....I.�.1..:..I... I�I...I I.I...I.-...I...�....�....I....II..I.I.-I...I..,.I.".I"�I�.I'.11.II.1.�I�.I.�.I........_..-.__...�.I.�.....I.I....,.-._1I..NI_I I.�I,...1�I.I*,...�I....I.-I.LI I.I..I.I.LI......I.....I.,....II-I,.....oI..:r I......I..-....I.II .­.I, .I..I.q f....I.§......­.I-I��1I.E�......I.$�. I.,Ii�-. 1.I.�. .I..II....II.. .II............p. .I.� �...'. �.....I..I L:.1".I�...�..�II�I.�.I.....I....I.1�.�I 1­...:-.I�..'�AI I..I­�...-........JS I......O14...I.A�I..PT1I..4I�.7 T...�..�YO I.._..I.I M..rI....N.-,.7.�I.1..1..I.�....*..I.0..I�...... -I�.I�­.I...I..1..T-I:I,1t,-:,.-!...".I...-...I.�1......I�.�...r I .........1 ... OUII�INE OF PREFAB. >W �d x rn,..�.1 11...L�*I(�.1=.is r c , , I .....I.....L;...-I.I-I.I�T�I-I�.iI.I...I.....I.:;._..�....I_II-...1..�,.�..�.,..II..I ..I..._.._.I I..­.,-�.�.I,II I..1.I;­�.I.I..I..-....L I....1.....L1.I-...I....I I I .I_.L_.-._I.­..II L-�-...I�/.I II./I..I-_I-�-I...,....�..II I. L 1........I.....I....I..I..I I I -.1,.1I:...1-..r-..�-.I.I.-I-..-.".A..r..,..-.."...I..�:_�I�I-I__I-I....�....../I�.I...,I..,....,.-.,.I-.:-*...I�.,I.,..I I.....,'.....,,..-.I.,-...:...A:.!I..;I.!...�"i.._....,I..._...I-...I.�.-*I..k..-I�)..I.I...*..�.1.I..I....0..Iq-.I.:1.e I.I.I.-�..1.­�....I1...­..,.......I I I II....I...r..I.­.:L Lft.�..I.I.I�.4I.b2I�TI..-._1I..,4".,,,z I1..1;I!.I 1.:_.:..7_,.....:.I:,:,I=.....'...�.z...7.I_.-........l...!:,.. I..I.,I..L.X...-sI�-..:..::....._e�....I.._.I:..:-I..,-...I..-.'I.1 I......I:..1....1',.-.;"-.....�...1.I.'-­,.�.:-......-:4,.I-.�.�I......I......I......-.....-...36..e,I..:...�.........I. :,..;..-:. ........:...�_.I_,;..�....�,�.I.:.�I..I.....-I..1_I.--..:....,...".._.��.I�._..-......._.I...........�.,_.I'I.....,.......1-_..,r.�.....I'.....�....�....��..L i..;.1­.......­......�.......... .I I .-...........I...:......-...�­:.-I.­-.1....I,.,.......4..I....I....�..I ...I.I.......I..1 1 i.........I-I....t:.-*..I.I......1�1....L.._.....�.I.-.1...,....1.......I1..�..'........"...............I.....VL..............�.....­ .....:..--..IL.........;...�........1...�I...-.�..I..I......I....�A....I�!i:I!!!I!.I11Iiz!iJ.;.Ii1�.�I;..:..!4�.;.:I..;....:;;I!...i.;.;........:.i.�...::.�.:..... ,.L....I.-.....I I...I�.-.�.II...I,..............�...I....I..:....�.%-........ .-.........�-.......,...........I.I....I.I.........,;...I.......I...­..........1.II......:...I....I......-.......... .I..�I...........I.........II..,.�.�..-. ...._­...:..I.I.........�i....:......�.�.....I.....�..L-....-.....�..-..:I1.L­�...".I���.I..�..I.I.......I�....I..I.-1....,..��...,.....­I...�... ..I......-II I:.�..:....II I-...�..I.I1I. ..I�I..­,.1i_.....:..I..I.I......�...­...I..�I..I II..­.-�.....-�...I..I......�.....I.1��1I­-...-...I...�.I........-..I...I.I....��....�.�.-..-I.�­I.....-.I....I....I..�..._....�.I..I.II..�I I.I-....�..-.I..I..I.I..-...I...-.....I........-_.....�..�..I...I.I.I.I....�...I.I 1�..II.-1�I.I..II...-�I1­..�.A..�..-�..��.�I.-.....�L I'.I...k I­.�L-.% ".�­..­ ­..-.­..­....I..I...�.��-­..��.�....II L.I..J-.II..r.,�-...�.-I.-1.....I...-.>I.�.....-..I1,�..._;.�.......I.�.I...;.... ..4,�...I-. .�����-.P.I...-I.--.�,I_.-I ....-.��...'. ....:_­.�.�Y.­-..�.-.­I L..�.' .­,�IIII .I....1­I I..��:­I�..�I��.I-.:.r.:-I.­_-I.:I I�,.I--....-o.....f:.I:..�1.-...�,.­..-....,., I...-�,.-I......-"P.1..,�..-�I.-. ­-....�I C...�..I-....-..�.­.-.I.;I I.-.I:.­....­�Z;II...-��.1_I....I-..l�:..-.-...I 1.1:4..I1�..L.I.�.0..I I I­1'—.-;I.'..—.,.....!,...I.-�..��..?..:.I.I.,.I..-—I.1.'.�'..It.......�.....,'...........'.�I..i­I:­...�......-.I..I.I........I II.....,,_-L I..I.-.._.I1.­�.�.LI.I I..�..­.....:..�I.I.Ii.I.I..I..._.I.I.1'-...II I.I-I.:......1.­...._�.�.I....I....... II_.�I.....I­-...!..;1.I.­: .......,...I.....�..j...­­...-..I..:...,­,.a...I.­.,.�-..."..��.I..­..�..1­....1I-..L.I.._I*. .I.1�:��.I.�_...L..I II.�.._�.L.;..I�...:.�....-.......I.I.".I.::�I....-..�.'I.'......­:.1.­...­...II I...-..''I.-I.-..-...I;.�.-..I.r...I,I....1,I..�...._�....I..I;-...-.......�..I.I.1..I..,.......L!.:..........1_�:.-.Ir..�....:...I..I..�..�..-I!,I I...I....I.I­.1....r­a;.1.I.I.. I.-.,..I.­I.....-L..:.I....:'......I�.......:.­1.....I;...I..L:.....,1._.­........I....I�..�_:I.. ..�..1.­..Lf...L,-I-1..,I'-..I:.I1...!..._..�,II..�.r.,...I-f.....�. 4..:...rII:"...�'...:.:..,:..�x:..!....�.-,.d...-,I.;-"-....... e II­��....III:�I...e.-I�I....:­.�..":...I .....,­­.-I...I I..-..r,.-�.,L..r�....I�..._�::.�I�.". .I III�...��:..V�.I"I-.---�.-.,-'..:....-..­..rW�...;.L.I:,_..I I.-.�,.�.:.q�.r.II­,­,...I.)e.....�.�...�.,..,.I�,­'....�,t_�......t..........-,.. ..-._...I.�...''.I-..�.'".�..;.. ..�I I...­.%.,-....I.I-".1..-..,.�.....I-.I..II.:..II�I..�..I.��.I­.��....*..­,..,..v.4.-..�I'a......I.;f..,I�. ....;.....,�­.c..,.­,L!:­1.I^I:I-..II.,-..-I--.�...o.1.....IL.1....,.-t...:.,..'-.,..,.Ig,.I I:,..­I.II.1.� ..-.f..1...:-".II1.I.,I.I.Ii.."..-I:..-,­�.I 0_."I.::�..,,..::���...j..-....,1.I.I'.J:..,...�..:I�1.*I....�I..I.:I,%....I..,l-�':I...�V 1I-.,...,.e... A..-.�N.N.:,...1I.1..I.A--.1.r.�!�1..�I�.......1 II.eaN....;1.-­1.'...I....L� ...::.��.S..:.�.�I..;.�...-..I.,..I w.­.,....,--.-�.....,II..-_�..!_...."­...-�.'�.�­�....I-... 1.ILI.�..I..�.I.'..I�,....:�-.�_.�.I�.I.,. �­.�..;: I.I...,.. '...t...-1P.'II._I:.:.�'......._.'..."..:.��I4....:.0:0Cw I_>-�rt...�I.-.X10c 4.....DL7�.—...,.­­Cd1:I.._-q�J.I._�:)..,-"1D._,4Ic- �..U0._­.�;1.4.�-I..,.�.0..e"e,..,.."I..',.. .L;..Ii,,-._�c_�...,- ..:- ,.._. �'1-,,.,­..... 1 I�.1t....0 r0.;-. 0�.U.-�W0,I3.�.1, ...........,I�._-._.-4..� <I..L,1II._10...I;-i. .._Lo..��I.o�.1. �I-.I'�.-.I.-.. I-I.��CI..1 o,`%.-�WI. . .1 q.. 1. .-I.­1...-z.,1z�EIaI�0"I 1Co.- I-�.,.I.-,nI�­-,<=<-a G..I..Q1_O(0.1ow�I I.:.0..�c C�--.­M..�.!1.7..:.;a.:�a1u.?.:'::.6�4e.- .�,..., I.��� .1 I.)I: .=-.*._10<.=.I:_r�..'�:I../..-...� "III!.;I:.� .-2WA.'. �.'�.::k e.......�%...­c 1 .I.. 1.. I..A­ .. -. -.'n.-...-....—..,I1I.. JI�� .�-.J.I,"I— .:..., a Gutter System �ocn izorQvcWtir znatW-a s.+rr?- . W_$- . Aico y , WOOD TRUSS c>=U. 1-a m W=_J . '� -QF•-W C�C.14F-4Zm , V X to N F+ C.>+-+W F••� .. - . . - ♦n 1W-I.tJ W 1'.'.>t•K O•7 CS.'In= - - - - 2Sw-f V>0.W vu_OQW A ..i . . . - - ' - �W0.'.W WONt/T�p0.p,,,,dW �.I'..�.­�1.....I..I e.:.�.�I.L.I�. I..I-.�.���..I';:.....I�Ia....:I.-_:.I 1I.I.I.I-..-....�­I,..l.L1..I.­..'�.-I...I.,.-.,...1..­I..-..,....-.:.�...-.,I.1.I..-:�� .­..-.-.r�.­I.. .I.I:I'-LI..�...1.1.7­...I.-.�.I...."�.:'�.I I...1..�­.� ..�­�1I.:_..I..�.�I.1..a..�,,...-;.�.��...:.;-- 5"OG GUTTER RECTANGULAR ELBOWS ' I . . v'1W dMZUJ S W White/Musket Brown ' to u-W ¢o 1 320 System a W a o: ; '`+ _ •� 1 _. !! Z LY.Y W 0.W H h C'J Z to Per Ctn:60 pcs. 1 11 + � to o W W W Z O W x t7 f ° White 1 -0 OVERHANG z ►--nU.� xo,.1-N �45 RTA4W UJ ``W z� , �, 600 RTA6W White OVERt�ANG a 1- +s .W : 75° RTA7W White/ _ .x a- Ca WC = 3 W i=>•�Cd(.)3 to ..I Musket Brown to W z - a - I u to �W-MsQ ey. i 144:. C7 to-t---+M C.>W ae x W a FACE OF MASONRY a ao�aZ-, FACE OF MASONRY ` _ BELOW = E0:QtriCoa.t-»W61 :.'i BELOW to s=ma.>U L}9' -O/r W `n�`Lw'- 4aWD to - - 3 S, 30NtWf7dYYW Ci' O a-V) C)ta_Q a G.m fY C> _ OG15W RT21 . • END CAPS �/ 2"x 3"RECT. Per Ctn: SAVE TUBE TRUSS TYPE A `' �0 SpRH b 50 LH White/Musket Brown _ . m 'a TRUSS DIAGRAM o OG9 OG16W . INSIDE MITERS - 0 Cr OG SNUG FIT t 14 . Per Ctn:24 pcs. z N . HANGER �-I- . • .,. . White/Musket Brown i J t11 i . i .. . ` Per Ctn:24 Tubes OG17W . ® S OUTSIDE MITERS co a White-GSW/Milifinish-G Per Ctn.24 pes. •-,i TRUSS TOP Z z i GUTTERSEAL •'�- White/Musket Brown - CHORO 12 ,�' z :11 { a-- a ; z VENT.TROUGH . l P_T. OF TRUSSF,, - 5 ' cn I w, r TOP/CHORD INSULATION STOP ,-` cr . - RECTANGULAR TRUSS .. OG25N RRUGATED DOWNSPOUTS ' " „ w 0 NEOPRENE CO BOTTOM CHORD . . . . .X Top CHORD = EXPANSION JOINT I 320 System 0 ,t „ 2" X 6" �, �' '_ .o2a"Gau 2 X 6 WEDGE z ' . 2"x 3" R-38 BATT INSUL. i tr „ l 0 . •� ¢ to • . . 2 x 6 BOTTOM CHORD I.i TOP- 1) . . ! METAL TRUSS ANCHOR � L_ 1 > •'J -I-___ z a 1. , T PLATE . J� 2" X ! BEARING PLATE • . o }{ ,-i r ! 1 Z _! RT23 1 • DOWNSPOUT CLIP 1 1 ``O' DOUBLE TO PLATE P f c! ANCHOR b SCREW . I t- of u'1 E- r ...1 H cL i " / 0 o w •o 0 tt DETAIL HEEL OF TYPICAL TRUSS W. 0 R K P O I N T scale I" = 1'-tl'1 ri N. T .S. - ., . ; • W Andersen Corporation 1NtU ­ Bapp°rt.NtinnCrnla 55001 Q , DERMA-SHIELD° CASEMENT WINDOW W . C V r c 14 t .I'..U�;.-1. .It w.III...ca.I..... 4Al.- . IMYL.LEST GU71ER sLT - Securing Method.. . . rItu •_ tt ,• 1 • k r 41 » i1 NOTE I N L 1 L�U OF' MANSION « ter©feSsional .'n -zeerlS ♦� SEC [ONSF I GUTTERS /t tf TYPE HBN TOG TFiER BUTT c[IERS " YP. BD. � is t intLo for suing onl ' TYPE A content of drawirz only. sEct 1 ONS ANo cu r a G _ i • pppGNNN�7L�'T 1 OOTg SECT 1 ON OF I'" . . or MAR R NLy AND - w '4 rn►rrs SECTIO SA PfLY A . . •, •,. yit r1 e ;:. SECT OVS aar s!>l.I coN METAL S rm • F G o►v�,o' Gi ' . ; .0 I.I r..- a.:;.L;I...-",._:- III O i,,,,- _=wQ �, ��i•I TO BOTt i ENDS�•qqOF ONE •��,, r� M• .0 '', Wes!tT1 AEM 1 M bF THR �N J 1" BATT- 44 IwQ , ,.1,I.,..V::If� ONE FOOT SiwGT I QN I'OP R 1 V I TS TO EACI t �'1 ;" . sscTtaN. INSUL. ; BOTTOM CHORD SPLICES r. +a �t-�a �, . t No.A2d8 +4 $ 0 O • dP WOOD SILL - __' ,ST�1,;,J � ���. : J ,�, ., i .';r Metal Wall ug iV a§, e� a eLl 1' . . i. A U +b co 0 Attaching Hangers . . 0 3 . ,� 1 GONG. t3LOCK "� RO-WA fiL 11IF tlALLL hX W. E+ •a - EVERY O ER CON . Select from the tolbwing six hangar systems the type of hanger that will suit your needs best. . - ' -, _ )BLOCK ES . t han is ideal for remodeli use where It is necessa forthe back leg of the -� '.,; . .. . _ . .. c . . 1. Snug Fit Ranger(OGgy s ger nA ' -a► . attar to dt u ti hti under roof shingles.This hanger should be fastened a maximum a evbry 32"into a solid _ . P 9 Y _ i p :, . fascia board(minimum thickness V'.")with two 17."screw shank aluminum nails.A chalk line should be struck I-; •.-- •�•» $r, CONC s BLOCK �-- CONC. S t LI_ - . . . alon the fascia to actasa uidewhenInstallingthesehangers.Thesehangerswillatiowtheguttertobeinstailed ,-r . . . . , g A II the utter is attached b en agin the front ll of the - - _ • • . • . level or with a slight slope.After all hangers are insta ed• g Y A -�, •. . . i - tter into tha front If of the ha rand rotatin the back i of the utter u a ainst the fascia.The clip at the ;µ , . u A nge A eA A P A .. *,:•--: . . .. 9 ned so that i!Is tree to slide under the tip on the back legof thegutter.Gnoathe ?1� . . . . - back of the hanger should be Ioose ="av clip Is engaged in"back leg of the putter.the nut and bolt should be tightened. �;;'a'. . . - - ►-'riY'.r-iii�''1~dlELivi:.iG:.::r•'L:4:' _ - - - . .. -: .. - - - _ . . '. . • . . . O P . le: 3"=1.,Q., • .. C NCRETE BLOCK WALL (TY ICAL) - . i . A t. PLUGS 2.1 �4"des 6 2.1/2"wide Sca / . . . f4OTE: w L / p Y . . . '" , sheet metal wail plug is laid in masonry . . . N T S.' ' . joints of window opening. Casement or -, . . - .. , .. . Awning unit is secured by removing inside / . . . . - stop and nailing through side jamb iinto wall' / -. . plug.Cut vinyl flange as required. , - - . . .. �. ­_. . . . . . .. . . - . . . . ., . ... . • . -. . • . ' . . . . .. .. . . .. , . - . __.. _ _ .. __._ . _ - - - - - - - -- --- -