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36110 SHADY BLUFF LP
Page is too large to OCR. 8"C.M.U. 25"LAP MINFiNISH PER i'DEEP CONTROL JOINT P'z7s•=' aR2� 1) 5REBAR 2x_SPF D.C.STUDS SAWCUT WITHIN 12 HOURS fis"b Y ELE ATION •FC LOCATIONS a ?a; OF CONCRETE PLACEMENT 3—,/2"CONIC.SLAB 1/2"GYPSUM TAPCONS F4' 40'-0' BOARD 0 32"O.C. ag YAK $ gN FlNIR D 27'-O• (_ ___� a$�B eso`�s 3'-IO' R) (2 ! _) 2$00 STEP 3-1/2"CONIC.SLAB • _z / 6x6 W1.4xW1.4 WWF ■r__J CO_______________ __ _ 3-1 Y CONIC. _ r______ _i___=__----_—II — — —— (2)#5 REBAR SLAB 16 (1),{!5 REBAR OR FIBER 24"X 24'X 16'DEEP �' ii i 16" - NCHEPAD FOOTING m G I( I '_ T O CONTINUOUS CONTINUOUS - // 1 TYPICAL SLAB G .'-- --------;'= A, 0 w/(3)#5 REBAR EACH WAY Al I`-�----- 11- A i F n ro I ' o N n m THICKENED SLAB AT M , 7 W 1-STY EXTERIOR e GARAGE(NON BEARING) A' CONTROL JOINT v w PROVIDE I LL N- ' Al - 5'- O' m Al MASONRY WALL FOOTING N-Ts. N.T.S. _- x m , - PVC UNDER ; 1. o Z N.T.S. 1 ' ; SLAV ONDUIT\ i 1. A) 0 W H -0-3 2FOR A/C FF ■ _ Ali' ■' ' O J Ai - i I Z mom 3-1/2"CONIC. 8" 1/2" 3/4"BEVEL 1'-2,/2" ii i U, F LL W SLAB H 3-1/2" 1'-i• DRIVEWAY ISOLAIION ■ ■■ ■■■ i'# m 'r it i F, W to LL o EE a JOINT CONIC. FINISH GRADE SLAB 3-1/2"CONIC.SLAB "a•Ixy` ii' W S u m Z o I JOIN ISOLATION (1),#5 REBAR HB • JOINT Z a" I CONTINUOUS (2)#5 REBAR f yf ■ ' 22 10• i Z a g 16 CONTINUOUS L,Cq.I}I i�J; J�� E s V !1 }' TrI'`. 17'x' i. 6 EXTERIOR DOOR SILL THICKENED SLAB EDGE ALL �,4`FT $ vry� Bi7 . iO Al N.LS Ai GARAGE DOOR RECESS AlA' N.T.S. I:,t -� I_, I - i d(,.=�?� :: Ij i' ■ I 17'-I1" 3'_5. I / I I /I I I .. ii iib ; v VU `F _i ii ' "4 " m ■ ` I 3 Ill' c Ii III ; L J i___ L__________ J i i SHOWER pul A ________________________________________ __ LL ■ ■ ■ •r ■■ I ■ ■ ■ ■ ■■ ■ i PROVIDE 4'PVC i RECESS ✓ 1 ii � / 1 1� -' UNDER SLAB I / � ,, `r i ft CONDUIT FOR n 1 1'-I O' ' 3'8" e4° 3' 5'3' 38' 6'-II' 4'-6' 5'-3' o Q p 1 ELEClR1CAL `�8'a8'CONIC.FTG. „ ' b I� l W/(1)#5 REBAR i ■ o L�i Q I N Q F��r� 3I/2' roV' ; LLFF 12' V I LA iL1F11 ____iCONT I y > G r v G L n-L1 J i____J ;' 1 1 Al O G ■ am Al 24'X 24'X 16'DEEP G ■ I --- - -0-0' F. , " w 'A24'X 24'X I G"DEEP Al 1 CONCRETE PAD FOOTING Al b i ■ i y CONCH:PAD FOOTING o , -'- I wi L3)#5 REBAR EACH wAY SLAB REQUIREMENTS I " (3)#5 REBAR EACH WAY r -- m i _b I 1 1 i ' m L �, i i■ li ■ I i 3-1/2'2500 P51 CONIC.5LA13 ■■ ■.■ ■ __ H,OVER 6 MIL. I V15QUEEN VAPOR 13ARRJEK 4 r°/ ■■■ ■■■ ■DENOTES WINDOW AND W/FlBERMES Al OPTIONAL LAUNDRY TUB ; ■ - i p s Z rri O 1 I W O' I2'8' " 6'-4" I'8' -O 12'-8' " 6'-4° I'8' DOOR LOCATION5,'YPICAL N', �OPICAPLIE5 i ' li p a 0 TREATED FOR TERMITES �,`•••+� FRONT FOUNDATION PLAN - FROM FOUNDATION PLAN ft---------7'-----'-2 J 2 0 ❑ N'7'. FOR ELEVATION'C. - A __ -`-- oo0 C FOR EL ELEVATION IF TH;5 20 8" CHECK IF THIS 20.8' v Al , -y_ __ • ____________ _ _ 'V) o CL ECK OF ELEVATION i i �I ,S4 g=�i' , I _ v, 40'-0' APPLIES. 40'-0• ■ ii n`f `�!L ' WFi' 1 ' I�yy �_ I FLOOR CL E\' SHALL I I I ' I I'-I I" ; PARTIAL FOUNDATION D' PARTIAL FOUNDATION 'C' COMPFINISH YWT . r vEFRE DEUIvI I COMPLY WITH S1��� I ,ae• I ■ _ _ a •r'•4 Z AND/OR CITY OF ZF 3 1 2' ; OPTIONAL GARAGE i W Z SCALE: 24x36: /4"=I-0" I I x 17: I!8'=I-0" SCALE: 24x36: 1/4=1-0" I x 17: l/8"=I-O" • ' ' ' 5ERVrCE DOO PKG.SEE ' - I Q 7RDINAN�-E- 1 N I FF Ai051 FOR DETAILS. J Qi i ,, E I ❑GHECK IF THIS IT. ; d. _ L--------------------------------------------------i ti 5 --------------- f------ O -- ----------------————— s ------------r■ —._--_----- ----- I -- I „DEEP CONTROL.0 AT I ~ ■ ■ ■ ■ ■■ ■ ■ ------- ■ ■ ■ ■■ i � Or AWCUT wTHik 1 2 OURS Of CONCHE , z I I , PLACEMENT I M ; v 3'-8' 8'4' 3-I' 5'-3' i 3'-8' G'- I' 3'-5' I I 5'-3' i , Al o n ; 'A O -3 2' ro 1 W g I -3 12' ? ; i ; b ; p TI' v I 0 FF v I I g r 1 w I I I ■ ai G 24'X 24"X 6'DEEP — G ■ i G — ' ' ® r Ai Al I G ■ ' 16'-G' I q'-5 Lp 2 _ CONCRETE PAD FOOTING N Al - ; 24'X 24"x I G'DEEP ; N Al 1 1 1 HB O� wl(3)#5 REBAR EACH WAY r-- Q , CONCHE PAD FOOTING --� b I wl(3)#5 REBAR EACH WAY ( m 1 1 9 I L ____ __ V ,O V �0 ISSUE HISTORY FRONTFOUNDATIONPLAN -0 12'-8' U'-4' 1'-8' 14'-O' G'-O' }1'.5J 16'-O' ''-8' z Q fop ELEVATION'B'. 0K/VACK IFTHI5 20'-8' 13'-8" 7'-0' 19'-4' it NO. DATE VER BY DESCRIPTION' APPVD ATON Z Tn W Z 08/1 5/05 1.0 155UED TO TPU55 ENGINEER to APPUE5. 40'-0' 40'-p" UU J W <F- d 05/30/05 I.O ISSUED TO ENGINEER C. > 0 C_ 09/25/05 !.0 tw/mv 155L'ED FOR CONSTRUCTION me 10103/DS 4.0 2004 ON UPDATE m` PARTIAL FOUNDATION 'B' Z OG/02/G6 4.! my ADDITION OF ELEVATION D SHEET NO. OG/28/0G 4.! REVIEW ENGINEERING o1c ---'.•.•" , SCALE:24x30: /4"=I'-O" I x 17: I/B"=,-O° NOTE:A FOUNDATION SURVEY SHALL BE PERFORMED AND A FOUNDATION PLA :i:`•1 COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S U5E.OR,ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM I MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. SCALE;24x36: 1/4=1-0' 1 1 x 1 7: i/o" 1'-O° 006 4 r 07-06-0 MOCK(TYPICAL) }$ `�utl Zi6 Tr _IolOaASJT COURSE ASSEMBLY FILLED SQD 40-0' K - b5 p:� YMm cOxORETE 13'-O' I I'-0' 7'-0• 9'-O• B ea IT, 25 8'-0' D 25 80"HDD HT O KID — V NON.PRECAST NNTEI. HD H� OB B ■ W ABOVE OPENING(i1PICAL) -- ■ O EGRESS EGRESS fQ 8"x16'BOND BEAM W/B"x8'PRECAST LINTEL A O O i 5'-8' O'-4 I'-O' O p7' -- ■ — RECESSED ~ B'NOE1.xNOCK0117 i I/2 355n-255l-I/2 355/i 3068W114' LANAI p00pL BATH 2. LL J eLDOK(TYPICAL) i n0 b'-o•AFF TEMPERED 5.L. 12-10 x 9'-4' BEDROOM 2 BEDROOM 3 @ A CLG @ 9-4"A.F.F. to O (1)�5 CONT.NN.O. OE lax la 10'x l I' _ COURSE I 4'-a' 16'-0' 2-� CLG.@ 9'-4'A.F.F. CLG.@ 9-4'APE. RECE55ED WALLTO O m ASSEMBLY FlLLID 5[W _ W w Nm CONCRETE PORCH n/� CEI_ING Z m B'NOM PRECAST INTEL I L J�i B m u,LL 4 - CLG.@ 9'-4•A.F.F. 9080 SGD X IBOVE OPEMNC(TACAL) 36'H ALUMINUM n LL RAILING AD I PLANT SHELF @ - cr W N LL O I _ OO a-0'AF � Zaa ■■ ■■ A NI MC (2)2668 8F 2868 Z Q W W EOA 8'x16'BOND BEAM W/8'x8 PRECAST LINTEL 'P J B 8k 6'CONC.COLUMN y, 15HEL 4 ROD - {2}^�66$4TF Q a LL W 2668 PKT 2868 FRONT WALL FLOOR PLAN W O LLl Q FOR T WALL fLOO 13'-4' 7'-4' 13'4' '-3• i i°CF- 4'-I_ _4__(8_'2'-4-- Lin CL 22'xC54'5 ° RLLID SAID - -' ')5fiEtP RC7Dr,-„ LL z NIB cs isinE CHECK IFTHI5 ao'-a FAMILY/ A i ii°o (2)2668 BF ____ m `* 0 �O p)a CONi N eLEVAT'oN N DINING Y "`Y A,, LA ND Y 1 AS ,OP��DAST APPLIES. PARTIAL FLOOR PLAN 'D' 0 o ~� Y CLG.@ 9'-4'A.F.F. PUNT SHELF @ q%9 CLG.Q 9'-4'A.EF. 2868 ■ ? � m !E� NOM.PRECAST LNTEL A'-17 A'F PUW SHE F @ o CB i ABOVE OPENNG(TYPICAL) 1 5'-0' 1'-4 DEEP ASHE DRYER N _ SCALE:24x36: 1/4=1-0" 1 1 x17 7: 1/5"=1'-O" n` m 0' WALL TO SAMSON BOX o A CLG. @ 36'AFF - 2'-4 DEEP AS '_g' ' eBPRECAST LINTEL W/(1)MS REBAR /„\ DRYER u1 Q B O I( ;?Irll':,l T15 ANDVENTBEDROOM 4 CLGAPLITT 5 i a MASTER .@ 9'-4"A.F.F. '5 N BLOCK(1YPICAL) - _-(I) CONT.IN K.O. O O i D1 1 015UNDL tl+ o m m G@9-4A.F • � I t ASSEMBLY FATED SOLID ■ — RECESSED _ ___ _ __ _ ___ _ YAm CONCRETE (2)25 5n RN 3068 Wl l4' D2 ■ ; KITCHEN 4'CU _RB AD2 m 8'-0'HD HT TEMPERED 5.L. I 0 5 CLG.@ 9'4 A F F. ,1 ; 2868 PKT i 4d m - I (2)SHELF ROD B"RECESSED PRECAST I 4'-0' 6'-O' o Al)I PLANT SHELF @ 4 LL a^. LINTEL ABOVE OPENING O I SW G T i 8-0'AFF ■ - ( CAL) i OC PORCH O L---_ ❑❑ F +_ mt 1 16•WEE MASTER SUITE A O 8'x 7�1 w 4• F.P I 14'BOND BEAM W/86''x RECESSED LINTEL �\ I UM r,ewom ,x�raawmraw.*urA, E I CLG 4".@9A.F.F. CLG @ 9 RAILING O O F ■ i v CLG.I@9'-4•I A.F.F. 5 ' B'NOM.NNOCI(dIT N . BLaa(TrPIcA<) ■■ ■■ i° b'-0'AF - I (2)SHELF ROD 3'-3' 4'-6 3'-3• 4 ZI IN N.D. a"x 6'CONC.COLUMN N S2 i Q < AllI.! COURSE _ \\`II �I I I'4 3'8' 6-O' I'6' 17-6 Z O 1 1' ASSEIQT FLED SOLLD wm CONCRETE B p555-THRll wl 12"WIDE i x (1)�5 CONT.IN LINTEL FRONT WALL FLOOR PLAN 13'-4' 7'-4' _ I o I FOR ELEVATION'C'. TOP T OF PA55-THRU @ 1 - Yt I B•RECESSED PRECAST CHECK'If TH!5 40'-0' 7'-a'A.F.F. r �'- -' ' LINTEL ABOVE OPENING ELEVATION LIVING ROOM - 1J (TYPICAL) APPLIES. L L ® 0 1 ■ 1 J z Z PARTIAL FLOOR PLAN C @ AH W1 L CLG.@ 9'-4'AF.P � J Bkid'BOND BEAM W/Bk6'RECESSED LINTEL SCALE:24x36: I/4"=1'-O" 1 1 x 1 7: 1/8"=1'-O" / - a O.o.im�x�v+vaw.�aoA*��uurb OPTIONAL LAUNDRY TUB Nt I F'--_- ------o CPECK IF THIS ■ — J /1 z — CEIUNCALCENE�y �DPT.APPLIES. Li ----- OPTIONAL GARAGE FOYER ==----- - SERVICE DOOR PKG.SEE W CLG.@ 9'4" 5/051 FOR DETAILS. A.F.F. VERIFY LOCATION CHECK IF-HIS OPT. INDICATES/1(115 REBAR IN IN FIELD APPLIES. 1— 90 - z CONCRETE FILLED CELL O CONTINUOUS FROM FOOTING A O OJ O d 1C KNOCK-OUT L'NTEL Cl'P) L_______________ _____ _1, -_ _ - I_I- O ■ RECESSED ■ ■. RECESSED ly =a INJ:CATE,5r FAR W- 1W 1/235S12-25S11-112 355H 3068 W/I4• (2)25 511 RH 3068 WI I4 I o 3 O II ND @5-17 AEF TEMPERED S.L. @175/U HT TEMPERED 5.1 3 O J J.j4'-a' 16'-0' 4'-O• I6-O' I I LL ISDICAr<5 WA L FEIGHT @ 8 ill , COVERED III o 1 - PORCaH� I a ENTRY AS IIIm lO CLG.@ 9'-4'A.F.F. CLG.@ 9'-4'A.T. I I. O I 1 RA'H ALUMINUM (p 1!7 IIII RAILING CO 6•CONCN- I O O __- _ _ I O O COLUMN i OA VG GATES PUVT SrEtr,HE GYT �GBEDON ■ _________________ _■■_______________ ■■ O G CO O 2. 8k 16'CONC.COLUMN `) _ 16'x7'OVERHEAD 13'-4' 7'-4' N GARAGE DOOR Z ISSUE HISTORY FRONT WALL FLOOR FLAN 20'-8' 3'-8' 7'-8" I'-8' Z 0 DRWN FOKEL ION B'. O LAJ NO. DATE VONDESCRIPTION' APP/ID KIFTHIS 40'-O' 40'-0• z LL F BY vaTON as/15,85 D SSUEDTCTRUSSENGINEER APPLIES. PARTIAL FLOOR PLAN 'B' `TL'TI L)' TY'5-.° � � 3 W Q ED O8/30/05 IC - I55UED TO ENGINEER - T ; � € S3y j x �N(_ 09/26/05 ID tmV w/ ISSUED FOR CONSTRUCTION me L- ,mac L' SCALE: 24x36: I/4"=1'-O" 11x17: 1/8"=1'-O" i�� �� 4si 13HC 10/03/05 4.O - 2004 FBC UPDATE me __, rN 06/02/06 4.1 ADDITION OP ELEVATION D - 54r 'T_7 A'�e �t.S •,,.' n✓}�,- EET NO. 06/28/06 4.1 REVIEW ENGINEERING olc Lj T• NOTE:ALL PLUMBING,ELECTRICAL AND MECHANICAL ELEVATION 'A' FLOOR P LA ROUGH-I N5 ML'5T BE COMPLETE,INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. SCALE:24x36: I/4"=I'-O" I I X 17: 1/8"=I'-O" .ad^ e L.• 07-06-06 SVRF LOT 11 use ay. Sa�gg: o ! J ELEVATION GENERAL NOTES: £r I I ay« ik3� So��Y - a F v I DENOTES DE51GN WIND PRE55URE5 ♦ `€�€o$x�y �"o°€ L j — FOR COMPONENTS AND CLADDING ❑_ I (PSF) STUCCO: . � � � �� � .... STUCCO FINISH APPLIED PER ASTM Z I C 926,TYPICAL I DES GN W ND1 PRESSURES FOR Z I STUCCO OVER WOOD FRAME: n -3 2' v COMPONENTS AND CLADDING(PSF) 7/8'(3)-COAT C5 LIED APPLIED v n ap PER A5TM C 926,TYPICAL U M o R W �O mm 6� Ai 24 X 24"x 16'DEEP - G I OVERHANGS: r) a,� O O __ CONCR_FfE PAD FOOTING I rn AT 12'TYPICAL EXCEPT 6"@ GABLES. Z nj Z -' wl(3?Y5 REBAR EACH War TAILCUT5:SQUARE, ej I U.O.N. O Q' �:� I I �� I � i Z m•-�W W I L. ■.■ ALL BAN: W m LL N ALL BANDING TO BE SCORE CUT. 0 F m Ly LL 112'WIDE.I/4'DEEP SMOOTH FIN15H Z IN51DE SCORE ONES,U.O.N. a W W a a d a -O 12-8" 6'-4' I'-B' LLLU j W ZO 20'-e• C7 Q w Lr_ o 400 1 1 p= z ■ • I WQ Q U— U) QQ OUT) L SIXTY(BLA3 2' x d ZO OUT)GLASS wl 14)33"' O 2 K PARTIAL FOUNDATION PLAN 'B' sHunERs. ROOF VENT INFO. U m t m rrPE QUANTITY � SCALE:24x36: I/4"=I'-O" I I x l 7: I/8"=I'-O" WINDOW DETAIL OFF RIDGE VENTS 4 SCALE:24x36: I"=I'-0" I I x 17: 1/2=1-0" NOTE:SEE SHEET Al AND A2 FOR BALANCE OF PLAN AND INFORMATION NOT SHOWN HERE. O N I CO AFF. "a -..t. -.I RECE55ED /2350/1-2552-1/235511 3068 W/I4' VU @ 8'-0'A'S TEMPERED 5.L. 4-O„ 16-0 M O K 8'SMOOTH TEXTURE, 4 PORCH ®SEE WINDOW DETAIL ry qT IOC THIS SHEET,TYP. SC BANDING ORED ,TYP Z. 20-8'x8'-G, 3'H ALUMINUM CLV.@ 9-4"A.`.F. RAILNG OFF RIDGE VENT,TSP. 0 U,,,6"COVE.COLUVN ''1 3 •7'-4" i +39.9 vJ a p a z 20-5 -502 50,2 ✓✓� _; 40'-0" FIBERGLASS J o 5HINGLE5,TYPICAL . •��,.( Q 6'ALUMINUM FASCIA, N a PARTIAL FLOOR PLAN ELEVATION 'B' A2 G 5BNGLE�SWICAL .. W SCALE: 24x36: /4"=I-0" i Ix)7: 1/6"= -0" OP OF MA ONRY TOP OF MASONRY J SCORED BANDING .. _ TYPICAL .:' w TEXTURED F STUCCO FINISH, Z TYPICAL,U.ON. O p© The component nd Gated for th e pro,ect s a s I e 5peofic OL OF OPT. manufactured system. It s the respons b'ty of the specialty 6' -���/ ��� �-!j C eng veer for the manufacturer n deshe the system,components. v o ❑ ❑- d p N O OACH LI HT connections and the attacnment of the comnonen4system to the The If e3 for of roads-Each bad Gas 9snall be cons tiered. G, 8, 6 O The En Weer of record reserves then ht to make revis ors after said eng veering s provided for review. o o O _________ IHHHHHHHH fl fl LUUflDflED ISSUE HISTORY C 0—G Az� Es o 0 NO. DATE VER DBYN DESCRIPTION' APPVD _ _ .Hovna Compa 9N.FLR.(REF) Z 111 Z 08/15/05 I.0 ISSUED TO TRL55 ENGINEER to 08/30/05 LO - ISSUEC TO ENGINEER - 3065 W/14•TEMP.5.L 16'x 7 0.H.GAR.DR FINISH GRADE d ] 0 p- 1/2 355H-255B-112 355H 32 PANEL W/LITES SMOOTH TENURE +39.9 +39.9 ENTRY DooR srnE MAv vARY +35.4 00/03/05 .0 tw- ISSUEC FOR C TETRUCT:ON me HD @ A.F.F. 5EE SELECTION FOR ACTUAL STYLE. 1 0103105 4.0 - 2004 FBC UPDATE me SCORED BAND,EVE. _42.5 6'SMOOTH TEXTLRE -42.5 _,'38,j OCORED BATHS 06/02/06 4.I my ADDITION OF ELEVATION C BOTTOM AID BOTH SIDES SHEET NO. 06/28/OG 4 I REVIEW ENGINEERING cIc FRONT ELEVATI N 'B' SCALE:24x36:3/8'=1'-0" I I x 1 7:3/16"=I'-0" r1 IJ` 07-06-(T6 ggY g m S?iD��y�3 AR^ ELEVATION GENERAL NOTES: x _� `� z '43 .kQ sx s - - FIBERGIA55 _ ,._, SHINGLES,TYPICAL STUCCO: yi.31:H�v r.-RH -- --- --- -- -- STUCCO FINISH APPLIED PER ASTM 6"A_UMINUM C926,TYPICAL U FPSCIA,TYPICAL Z s� - - - STUCCO OVER WOOD FRAME: (q TOP OF MASONRY TOP OF MASONRY 7/8'(3)-GOAT STUCCO fINISH APPLIED Z OVERHANGS: W coo coo coo ' 1 2 TYPICAL EXCEPT 6'@ GABLES. TAILCU-5:SQUARE, Z LL U) O a II BANDING: O W o u ALL BANDING TO BE SCORE CUT. aD LL I/2'WIDE (4'DEEP SMOOTH PIN 55 INSIDE SCORE LINES,U.O.N. Z j t1 � LLINLLZwa ®2aosWNbWnxD nobles' W S LJ-00 Z FINISH GRADE FINI51;..GRADE DENOTES Z 0 42525 5oz REAR ELEVATION FOR OMPONENN5 AND LADDING WEND W OJT Lj z J s Z= Z OFF RIDGE VENT, DENOTES WEIGHTED AVERAGE `� �n[l O O TYP DESIGN WIND PRESSURES FOR �_ F o =K r _. __ _. .._..._ _ _.. ........ COMPONENTS AND CLADDING(PST) ROOF VENT INFO. FIBERGLASS TYPE QUANTITY �� 5HINGLE5,TYPICAL C7 , U.......: .:. ,., .., C.. Off RIDGE VENTS 4 _ FASCIA,TYPICAL ZZ TOP OP MASONRY TO'OF MASONRY a .• ., .- .. - ... TEXTURED STUCCO FINISH TYP J.O.N. q 5MOOTHTEXTURE II MIL .''.. : �l . :.... _ ®2006 WINDWARD NOMFS � NC : ; II I(. .. . .. .. dK Hwnani=� =� 'REF.�LR 111155 GRADE / OPTGADAGEI FIN155 GRADE SERVICE DOOR -42.5 42.5 42.5 RIGHT SIDE ELEVATION — o S _? OFF RIDGE VENT, G m TYP. J CR) Q o o II - FIBERGLP55 = J SHINGLES,TYPICAL L W - G'ALUMINUM FASOF,TYPICAL s W TOP OF MASONRY - ?OP OF MASONRY U) TFJRUKED STUCCO O O N O - FINISH,NP.U.O.N. (D III I O O SMCOTH TEXTURE O O .. 5N O . . SCORED BAND TYP 92000 VANDWAP.D HOMES - ,, '. m ISSUE HISTORY o FIN.PLR.(REf) .. -: _ ._ 2C na,a�an AUD Y ' _ ,;� FIN.FLR.(REF.) O HI DRWN _ _ _ NO. DATE VER DESCRIPTION' APPVD : - zTn u,j 08/ 5/05 1.0 BY ISSUED TO TKU55 ENGINEER to FINISH GRADE +39.9 +39.9 FINISH GRADE W ~Q Of 08/30/05 1.0 - ISSUED TO ENGINEER - 50.2 X27 LEFT SIDE ELEVATION a 09/26/05 I.0 tw/mv ISSUED FOR CONSTRUCTION me 10/03/05 4.0 - 2004 FTC UPDATE me 06/02,'06 4.I my ADDITION OF ELEVATION D - SHEET NO. 06/28/06 4.1 REVIEW ENGINEERING olc SIDE & REAR ELEVATIONS 'B' SCALE:24x36: 1/4"=1'-0' I I x 1 7: 1/b"=1'-O' 07-U6-06 1'-DP PLANT 5HELF = CJ / / rn SPLAYED / WALL OPEN TO HALL .0 `T PANTRY `a LL "O O 1D � N rn Z Z ro O w 3'-0' \ Q J m K Z m.o J .o,gLL W NLZwa a Z o <CtflE 8 FAMILY/DINING ROOM W owZ uo LL'- Q Y Z= <Z Z na OO F o_ V r ) THEATRICAL THEATRICAL UGHT5,TYP L GHT5,TYP 42'HIGH / 42"HIGH MIRROR,01' /2 // MIRROR.TYP N -—MC,11P SPLAYED / 1 WALL SPLA5M. 4'SPiA5H, � / o t° - TYP V M O POOL BATH MASTER BATHROOM z BATHROOM CABINET ELEVATIONS Q C a = J V o zOPEN TO LIVING ROOM - O a W F 2 > J -/2'a l 2'COUNTER L1.1 W/FL STER LAMINATE I'-O" I li B I of CENTER SUPPORTS PLASTIC LAMINATE [1 BACKSP H NR TO -- LI VING OOM O -- -- Q 4'BACK 30 TOOT/MICROWAVE OPT. F SPLASH SEE STD.FEATURES 2�4 STUDS @ 16'O.C. 2�4 STUDS 0 O �� P.T.BTM PLT. ch r__ Es EE PRONT'VIEW RIGHT VIEW REARVIEW SECTION OF LEFT VIEW 24'OPENING FOR 36"SINE NAVE 30'OPENING 38'OPENING DISHWASHER FOR RANGE FOR REFRIGERATOR OPTIONAL KITCHEN ISLAND KITCHEN AT DISHWASHER KITCHEN AT RANGE z ISSUE HISTORY z o NO. DATE VER DRWN DESCRIPTION' APPVD ' uJ O I- 0015/05 eY "OTE KUCT1 NT KITCHEN CABINET ELEVATIONS Q Z 1.0 - ISSUED TO TPU55 ENGINEER 10 CONSTRUCTION STANDARDS 08/30/05 HO - ISSUED TO ENGINEER - FOR CABINET SPECIFICATIONS ll > 0 O. 09/26/05 I.0 Lw/mv 155LEO POW CONSTRUCTION 'FT 10/03/05 4.0 - 2004 ESC UPDATE me U 06/02/06 4.1 my ADDITION OF ELEVATION D SHEET NO. 06/28/06 4.I REVIEW ENGINEERING o!c INTERIOR ELEVATIONS AD 1 SCALE:24x36:3/8"=I'-0" 1 I x 17:3/16"=I'-O" SVRF LOT 11 BLOCI . FOUNDATION STAB z� § me a° ° °a - 4s "y33 IDA. a €3 C .or L5Rd FF.REF. a nyy42 :UH oa��s ° Z cd — Z O rn n OUTLINE OF U m �pa0i COND.UNIT W m °D s TABLE A: FASTENER LOCATION 3-I/2'THICK PNI' . a Z nj rn 0 Z -_ CONCRETE SIAD 51211)FIR UNIT 51ZE PER SIDE ABC MFR5 SPECIFICATIONS. J' ()W LE55 THAN 1 2 ELV d-0' Z map tp Q EACH SIDE I ��(�g W 257036' PER 5121 F 14 SCREW WI GASKETED WASHER: GR�ATERTHAN 36' n'IK Q LOCATION t NUMBER Z QQ LL J W DESIGNED PLAN PER TABtE'A'TH0 SHEET. p PER SIDE OR MORE 2 THAN 5-TONS BY ENG. 1.1._I 0 W Q J B'- mY Z= < Z A/C PLAN DETAILS o 0 1r-\ I OUTLINE OF COND.UNIT I �I ( ) N 14 SCREW W/GA5KETED WASHER: FINISH FLOOR LOCATION!NUMBER PER TABLE'A' THIS SHEET. INl H E FINISH GRADE 04 a d Q 3 1/2'THICK F<P CONCRETE STAB SIZED PER ELEVATION AIC MFR'S SPEC:FICAT,ON5. 0 eB A/C PAD DETAIL M E SCALE:24x26: 1 1'-0"" I Ix 17: 1/2 1'-0" Q a Z 0 w U Q o y0 W Z 2 O z - w U) TOP OF MASONRY TOP OF MA50N_RY O I'-4'DP PLANT 2-4'DP PLANT ---� II II SHELF @ B'-0-APE SHELF,6'-0'AFF CO BEDROOM 4 cfl hi Lx t o O FAMILY/DINING 3 i / to 5 PANTRY - - MASTER BATH // ° C) ISSUE HISTORY 1 03 NO. DATE VER ORWN 0E5CRIPTION• AFFVD KITCHEN \ `\ i i z 0 w z 05/15/05 1.0 - ISSUED TO TRU55 ENGINEER Io `\ 08/30/05 0 - ISSUED TO ENGINEER FIN.FLR.(REF.) ---- - x � '/ / FIN.f1 R.(REF.) J W Q 09/26/05 IC t /mv ISSUED FOR CONSTRUCTION me FINISH GRADE III IaIII III ° -a. -- - - - - a-e iii-- - - fIN5H GRADE 10/03/05 4 0 2004 FDC UPDATE me I11 111 111__III____III I I I11 I[1--111-111--III III I_J III III—III III 1III 1 1 �I 1 III III III III ( I I U 06/02/06 4 m.I v ADDITION OF ELEVATION D - 111-111.-1111 I I11 SHEET NO. 06/28/06 4 I REVIEW ENGINEERING olc BUILDING SECTION e F .,_ SCALE:24x36:3/8'=1'-C"" I I x 17:3/1 G"=1'-C"" r•' U7-06-06 Q C 8 2006 SVRF LOT 11 BLOCI . 3 --------- ----------------------------------------------------------------- Z I I z O rn co OFF RIDGE VENT OFF RIDGE VENT i U I o 1 I I I II M I w (A 'rnZLL I Z ¢ WW1 a LL W O M W Q I i q Z 2 Z 1 ' i 1 I Lc In d O O t M m V I I 1 1 I I 1 I � I I I 1 1 r^ l U 1 1 PARTIAL ROOF PLAN 'D' 1 1 O W I I y M I 1 � 1 I I I I I I Z W /� OFF RIDGE VENT Off RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT U) C a C �z I I 1 1 Q I I I I J I �1 1 I 1 Z Q 1 i I 1 1 a I 'h I 1 O I O 1 i � t I ' I ' � 1 ✓9 I 1 I ISSUE HISTORY z o NO. DATE VER DIKWN DESCRIPTION' APPVD O w 08/15/05 B- 155UEDTOTRU55ENGINEER PARTIAL ROOF PLAN 'B' & 'C' ROOF PLAN A g w Q 08/30/05 1 0 - ISSUED TO ENGINEER - d > O d 09/2G/05 1.0 tw/mv ISSUED FOR CONSTRUCTION me 10/03/05 4.0 - 2004 FBC UPDATE me 0G/02/0s 4.1 rry ADDITION OF ELEVATION D SHEET NO. 08/28/08 4.1 REVIEW ENGINEERING O16 ROOF PLAN AD3 5CALE:24x36: l/4" 1'-0" I I x 1 7: I/8'=1'-0" ELECTRICAL LEGEND $ OUT SINGLE POLE SWITCH SMOKE DETECTOR 0 DISPOSAL $ DOUBLE POLE SWITCH $e THREE-WAY SWITCH © PREWIRE SPEAKER C FLOOD LIGHT C/I JUNCTION BOX ^ FOUR-WAY SWITCH TO THERMOSTAT U o DIMMERSWITCH T n CEILINGFAN Z_ AIL ELECTRICAL ELECTRICAL PANEL �J' CEILING FIXTURE SAN O Z PANEL SCONCE DOUBLE 24"FLUOR.FIXTURE W DIFFUSER 220 WIDISC. 2 r IC INTERCOM SYSTEM 0 M 110 VOLT DUPLEX OUTLET H"DOUBLE 48"FLUOR.FIXTURE W/DIFFUSER ti J io N. R 11 0 VOLT SWITCHED OUTLET r -- (n LL O ,,HH,, DOUBLE 24"FLUOR.FIXTURE O GARAGE DOOR PUSH BUTTON 1 AF AF Z nl 0 Z itj I I 0 ARC FAULT OUTLET 000 3-BULB THEATRICAL LIGHT 1 F z DOUBLE 48"FLUOR.FIXTURE ao 0000 4-BULB THEATRICAL LIGHT - O GROUND FAULT OUTLET - BEDROOM 2 BEDROOM 3 o coLii SINGLE 4B"FLUOR.FIXTURE 00000 5-BULB THEATRICAL LIGHT i ACCESSABLE Z m <o 1�lvm WEATHER PROOF GFI OUTLET , LANAI �- Q w�rn A,NXL, BATH FAN C9 000000 6-BULB THEATRICAL LIGHT 1 POO_A TH F g (5 220 VOLT OUTLET O 1 _ 1 CENTERED CENTERED 0 LL RE FAN PREWIRE FAN PREWTRE Z W y LL O W W SPECIAL SERVICES OUTLET BATH FAN WITH LIGHT \ ^F AF AF AF W CA uj W m a'Z T.V.OUTLET YY I 1 ( �� \ `\ /' _ ���' - TELEPHONE OUTLET ELECTRIC METER `\ ` Y 5L WP U�(t ORECESSED LIGHT i GP / q I I W Q CHIMES DOOR BELL CHIMES p `N O W OMOISTURE RESISTANT RECESSED LIGHT 1/AF LL co OEYEBALL TYPE RECE55ED LIGHT i - LL O O o Z K OO MINIATURE RECESSED LIGHT i \ e F- F} PREWIRE 11 ____, ICI__ ELECTRICAL FEXN FOR 7'-8' 7 i '-S--- J - CO ELEVATION'P. OPT. " ` CHECK IF THIS LAUNDRY ❑ELEVATION FAMILY/ AUPUES. DINING ROOM ELECTRICAL NOTES ,- /`UNLESS OTHERWISE NOTED: \ N PARTIAL ELECTRICAL 'D' i �� oDrLE DER i GEN�RED � a I. ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FLOOR COUNTER777 SR AF FAN PREWIRE AF TO CENTERED LINE OF THE BOX TO BE:12'A.F.F.(GENERAL) 1 OPTIONAL TCIIEN ISUND i REPRO. O KIi CHEN 44'A.F.F. BATHROOM 39°A.F.F. EGK IFTNIS O - \ LAUNDRYROOM 3G'AFT. OPT.APPIJF5. oP �'rTKg'g , E ( BEDROOM 4 cn YYiY' - - c ^l EXTERIOR WATERPROOF 12 AP.F. N IS/AND j IC V/ GARAGE GENERAL PURPOSE 42'AFF. 1 0 L jj tLi AF RANGE 2'A.F.F. _ RANGE KITCHEN ) 2. ALL TRIM PLATES AND DEVICES TO BE GANGED,WHERE POSSIBLE. _ I r ar �r M O w HOOD/OPT. j m 3 ELECTRICAL SWITCHES TO BE AT 42"CENTERLINE ABOVE FINISHED FLOOR. MICRO ` 16' r AF 4. ELECTRICAL PLAN 15 INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL 7/ 7\ 0 7 _L BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE,LATEST L--- ' I EDITION,BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALLOT RESPONSIBLE _ _ _ 1 /+MASTERR ERED / 'C FOR THE INSTALLATION AND SIZING OF ALL ELECTRICAL,WIRING AND ACCESSORIES. FR W.LC 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA NATIONAL SL 1 0 FIRE ALARM CODE. CHAPTER 2 1993 EDITION. j GA UNDER / SUITE 1 J �v..� 0 SMOKE DETECTORS SHALLOT INTERCONNECTED AND CAPABLE OF OPERATING ON CUE ,^ EITHER AC OR DC(BATTERIES). i ER — 8 3 6. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER 1 999 NEC. i -— /' O NTR 1 LIVING ROOM/ / O 9 _- nF AF Al � Q^ tiyp FAN PREWIRE ELECTRICAL PUN FOR O� - / LU ELEVATION'C'. V / T CHECK IF TH15 / •L ❑ELEVATION / ATTIC ELECTRIC OPTIONAL UUNDRY TUB — APPUE5. /• ' O r`___ 1 ❑OI'TCAPPLIE K ITT IS J PARTIAL ELECTRICAL 'C' --' OP ZONAL GARAGE ______J 5ERVIG°DOOR PKG.SEE A/O51 FOR DETAILS. FOYER GATION ❑CHECK IF TUG o _ RRI TIMER APPLIES. -\ RECEPTICAL— ELECTRICAL PANEL \ o } COVERED 7 o M v o \ Lo ENTRY 5LG.RECEP.FOR \ i \ \ GAR.DR.OPENER. o Q SL. `lIJ" WP GA �______ \ Z O No. DATE vER ISSUEDDSCRIFTION HISTORY APPVD S 'gJ iL _ F DRWN � Z (n W OH/!s/cs 1.0 55UFDTOTRUSSENGINEER o da� APl' �` �'a ; `` f�` \ w ¢ Of 08/30/05 I 0 - ISSUED TO ENGINEER - t, i v /j 1 'yXS'A'' `T `' , ' CJ OFT d > - �LE z l OFT. 09/26/05 O t�/mv ISSUED FOR CONSTRUCTION me ELECTRICALPUN FOR _ ;_'s-i TT C 10/03/05 4.0 - 2004 FBC UPDATE me ELEVATION'S'. OFT. E;,., _.L'=..,s "`CKIFTn15 SHEET NO. - OD/02/OD 4.1 my ADDITION OF ELEVATION D EVATION 06/28/06 4.1 REVIEW ENGINEERING o1c 'LPPL"r, ELECTRICAL 'A' PARTIAL ELECTRICAL 'B' ELECTRICAL PLAN E 1 5CALE:24x36:1/4"= I'-0" I I x 17: I/8"=I'-0" Page is too large to OCR. U Z z Z O rn �I---------------------------------________ __________----- _________________ v n m m o LANAI ACCESSABLE W m Q POOL BATH BEDROOM 2 BEDROOM 3 Z ° LL (jJm -0L11 �y��^�Jl/ W �LuMmaz " ® ® w wQ Q Z 2 Z oa OK xY FAMILY/ i i _--- ' DINING ROOM T r A LAUNDRY V J 0 MASTER U f= � BATH "a orrlou a K cnEN Is neDLOKITCHEN � BEDROOM 4 pp BECK IF Th715 OPT.APPLIES. JQ a w E 1`" � I _ LEGEND WIC MASTER SUITE z AIR HANDLER J T _ � � 3 R RETURN AIR LIVING ROOM SUPPLY VENT /I a ® �O L8 LU Q O THERMOSTAT FOYE =--___ ❑CHCKIFTn15 J = d OPL.APPLIES. --_� OPT'ONAL GARAGE — J SERVICE 0008/06,5EE FRE5H AIR VENT a051 bR C�CKKEFASS Tn 5 OPi. Z [IlAPPUS. U BATH FAN W 2 3 CO o CD ®' o �(f 1 '/ ISSUE HISTORY Lls J LL AL 3 1 33 o w MiX WITH DRWN illILD 'VK_, NO. DATE VER 6Y DESCRIPTION' APPVD j , p i _,q �;dL Z W z 0805/05 LO - 155210 20 TRU55 ENGINEER to y (''I . S d > O d 08/30/05 1.0 - 155UED TO ENGINEER x-"�d °-»'i� v -�'�i 09/26/05 I.0 tw/mv 1550=D FOR CONSTRUCTION me 10/03/05 4.0 - 2004 FBC UPDATE me 06/02/06 4.1 v ADDITION OF ELEVATION D 06/28/06 4 I REVIEW ENGINEERING dc NOTE: M 1 MECHANICAL LAYOUT TYPICAL MECHANICAL PLAN FOR ALL ELEVATIONS J 5CALE:24x36:1/4"= 1'-O" 1 1 x 1 7:.1/8"=I'-O" I.GENERAL DE516N REQUIREMENTS 2004 FIQUII2A 0.1000th 5tU0.01OL 1QUI1E JOI5 p fi II.Codes: P5005.10 CertNkate of protective treatment for prevention of termites.A weather-resistant Job-site posing 1.1.1.Florida Building Code(2004 W/2006 Supplements)Chapter Ile GENERAL CONSTRUCTION AND STRUCTURAL NOTES boatl shall be provided to reaerue duplicate treatment cmtyicates as each re protective treatment K N R R Ldnpated,providing a copy for the person the permit K Issued to ad another copy for the Widkg permit Files. Ild"CC 1.12.AGI 318-02,"bold kg Code Requirements for Reinforced Gorxsete.' The treatment cadhboto shall provide the product used,aentlty of the applkater,tma and 04e of fM treahront, �gi tt�lx Pi 1.13.AGI 530-02/ASGE 5-02,"BVllding Code Requirements for Mlasorn- Structures." site location,areo treated,chemical used,percent concentration and rnotxr of gallons used,to establish a S - yg� 1.1.4.AFt PA 2001,"National Design Specification for Wood GonstructIon.' 5.Masonry 10.(N0T USED) veriFlable record of protective treatment.If the sole chemical Sorrier rrethod for termite prevention Is used,fuel 1.15.TPI 1-2OO2,"Notional Design Standard for Metol-plate-Connected Mood truss 5.1. Masonry units shall be 75/50 IS 5/H size modular units unless noted. exterior treotcnent shall be completed prior to foal building approval. 3{15- Construction." 5.2. Silts shall be one and two cell blocks,standard wekPub mode type I Portland Cement, 11.Doors and Wkdows(General) u n$ water adapproved a tee,shall conform to the standardspecification for hollow loadFBGIO5.11 hbtke of termite protection.A permanent sigh which iced.The s the termite treatment provider and reed I.Ib.AISG-LRFD 3rd edition'Maual of Steel Construction." aggr gar 11.1.All exterior windows and glass doors are required to be tested In accordance with for rehspectton and treatment contract renewal shall be provided The sign shall be posted reor the water heater bearing masonry units A5TM deskgnaton G90 with a minimum compressive strength of 1900 psi. ANSI/AMMA/NW tDA 101/15.2 Standard and bear an AMMA or NIDMA label Identifying the or electric panel. 1.2.Design Loads: 53. Masonry units shall be sawn,not broken,and shall be not less than half units,where cut. manufacture,performance characteristics and approved testing entity. (FEG 111452.1) T b 12.1.Roof:20 psf Lion Load 6 125 duration Any exposed block shall be laid in running bond pattern,mechanically bonded by overlapping 112.All exterior Widows and doors,shall be anchored per published marwfacture's FBG4035/5104 Iropectbn for termites.In order to provide for ropection for termite infestation,clearanceIt 7 psf Top Chord Dead Load,shingle roof alternate courses. recommendations to achieve the design assures specified. (FBG 11145.4) between exterior wall coverings and final earth grade an the exterior of a Wlldkg shall not be less than 6 bones pyp 4g� IS psf lop Chord Dead Load,tile roof 5.4. At of load bawl walls, ovide knockout block bond beams with (152 nand.6weptbns,I.Paint or decorative cementitbus finish less than 5/B inch 111.1 rend thick ad9hered dnectly to ₹ iF top bearing rnosorr'I) P113.See attached details for all exterior windows and doors Where buck thickness is I I/2'or 10 psf Bottom Chord Dead Load,gypsum selling. reinforcement on noted on tans. trthe masonry faudatbn sba A 4 2.Access orV vehicle ramps Which rise to the interior finish ilea elevationafar the 122.Floor:40 f Live Load a 1.00 duration plans. greater,the tuck is attached in a moaner that Jambs the load directly to the structure. width of such r I.3.A 4-Inch(1O2 mnJ action do r to ant slobs and 6n vas.4. P5 55. Masonry mortar shall conform to ASTM 0210 and shall be type 5 inhere not in contact with Windows and doors stall be anchored tiro the Jamb Into the wood buck. °"Ps nail nsp space pat gorage try or 15 psf Dead load the earth or type M where h contact with the eath Compression strength of mortar 1500 psi. 11.4.Plan details Illustrate that the window buck shall extend beyond the interior lip of the Ifvations on b nun I treated far termitenonn'y conntrscbon only.5. s, finish ro elevation may match the building interior fmsh floor 123.Balcony:60 psf Live Load 0 1.00 duration for equal or less the 100 sf. 5b.All mortar Joints for hollow unit masonry shall extend the full width of face shells. Mortar wlndow. 100 psf Live Load o IDO duration fpr greater than 100 sf. Joints for solid mosorry units shall be full head and bead Joints. Mortar head and bed Joints 115.Mullions and adjacent door assembles we tested or engineered to transfer IS times the FBCIEI6.1/R320.1 Treatment protection shall be provided by registered enniticldes,Yaluafhg soil applied 12.4.Combined Roof and Floor Loading a IDO duration. to be 3/H"+/-1/8"thick unless notes other-pulse. Exceptions:The bed Joint of the starting design load to the rough opening substrate, pesticides,baiting systems,and pesticides applied to wood,or other approved methods of termite protection c�r N ane 125.Wind: See Individual Signed ad Sealed Drawings by Structural Engineering and coarse over a footing may vary between 1/4'to 3/4"thick, labeled for use on a preventative treatment to new construction(see Section 202,Registered Termitklde).Upon Inspections, Maximum dead load:6 psf for shingle,12 psf for tile 0 133 duration. 5.1. All reinforcing steel shall be new deformed bars that are free of scale,and oil ad completion of the application of the termite protective treatment a certificate of eompllace shall be issued to nmrE6 fo/oJ/D5 l3.ecti s Inc.ncificall noted otherwise an these draw no provision has been made in the12.Doors and Windows(Safety Glazing Locations) the building deportment the licensed t control that cancans the follow statement,'The bulbkq REVISED 06/28/06 specifically The conform to ASTM A615 Erode 40,with c minimum yield of 40,000 psi unless noted otherwise. 12.1.Glazing n sw I doors and fixed ad slat panels of slid) (patio)door assemblies. P peg �� Th design for conditions occurring during construction. contractor shall provide all necessary 2'minhhlmh cover for reinforcement placed in n asorry walls exposed to weather,1 1/2"minimum rn9 P� has received a stmplete by the ent Florida prevention of cream termites.Treatment K n accordaxe wt bra in and shoring rS Vired for all loads ad nstabtit OLLUrri during construction. The bath u s,shaIngvers v rsors and Wass of enclosures w for hot gla ing is o ca saunas,inches rooms, rvlos and krrs established Cb DB artmanC of kultu'e and Gortxiner$BI'Vke5.'g ng q y n9 cover for reinforcement placed in masonry walls not exposed to weather. No reinforcementP '� contractor shall accept full responsibility for all such measurers, shall be cut to accommodate the installation of anchors,embeds or other items, bathtubs,showers ad other such standing lee where such glazinngg s located su or less, 1.4.It shall be the responsibility of the Contractor to provide oil necessary brraclng,shoring or S.S.Miss out shall comply with the finegrout requirements of ASTM 0416. The shop shall measured edge the a from d glazing i less s thanking surface s,tmeuse enclosure ad inhere the F kdo the1fo3-stab perimeter naii trearmhal used for s of to,- oh termite prevention,the initip1 ction 6 oole etreatment other temporary su orts to safeguard all existing or adjacent structures affectedthis y q bottom edge of the exposed glazing Is than 60 Inches,measured varticolly,above such 45ka to four-station shall be done after all excavation,txckfillhg and compaction K complete. wank mP °f11 PP J by be 8"-10"and the mnMl hone compressive strength sha11 be 3000 psi at 28 days. stating or walking surfaces. 5.9. Grouted cells shall have vertical alignment sufficient to maintain an unobstructed contlrwous 123.61az1 in an Individual fixed or operablepanel adjacent to a door where the nearest FBGIBI6.12 it treatmentshallretreated be with a chemical soil treatment Including spaces boxed or formed. prior approval in writing from the Engineer of Record. inspection openings shall be provided at the bottom of each out lift for evergrouted cell. vertical edge Is within a 24-Inch radius of the door n the closed position and whose bottom 1.6.Contractor shall coordinate structural and other drawl that are at of the contract r edge is less than 60 Inches above the floor or Walking surface. out or 6.12J12320.13 If loll treatment s used for subterranean traps, an termite prevention. ace h concrete floors boxed ^9s p 5.10.Pre cast concrete lintels shall be manufactured "Cost Grate",•Quell Precast'or proven 5p documents for anchored,embedded or othersupported items whichaffect the structure. In12. Glazing is an Individual Fixed or operable panel,other than those locations described in out or Formed far the subsequent n placed ion of plumbing traps,dams,or any other purpose shall to created by raldrawingsmayplansft. or with all other trades and bring 5.11.Renforcement steel shall conform to A5TM 5615,Grade 40 and shall be detailed in Ppermanently depth a�P conflicts to the attention of the engineer of record for resolution riot to contirul work. 12.4.2 Exposed area of t I n 18 Inns es above greater than 9 sq innbl chemical son treatment. es9 P accordance c with the latest ACI 315,Manual of Standard Practice for detailing reinforcing 12.43.Bottomed a less tha 18 inches the floor. I.l.The Intention of the plans and speclFlcatlons is to provide all necessary details construct concrete structures. gFBGIBI6.1.4/R320.1.4 If call treatment is used for sU�Ferraaan termite prevention,chemically treated soil shall be a complete structure. linen specific nformation is miss or n conflict,contractor shall 12.43.Top edge greater than 36 Inches above the floor. gr y P Pe kg 5.12.See attached details ad specifications for minimum lap splice lengths for steel protected with a mhknum 6 mil vapor retarder to protect against rainfall dilution.If nonfat occurs before vapor contact theEngineer of Record far clarification or resolution. Contractor shall notproceed 12.4.4.One or more walking surfaces within 36 Inches horizontally of the plane of the glazing. retarder lacement,treatment is r nod. ark including lacement of reinforcing tool,done after chemical reinforcement. p equ My In9 p n9 s with the construction of structural elements or details that are not clear. 125.All glazing In r regardless of the area or height above a walking surface including treatment udll the concrete floor K ed,shall be done n such niamer as to wokf penetrating or dstub cS 5.13 Vertical filled cell reinforcement should be Installed n the center of the masonry cell. pour ing 1.8.The Engineer of Record shall not be responsible for layout,dimensional errors on structural baluster panels and nonstructural In-flit peels. treated sole 7, dlscrepacles resulting from the reproduction ad use of contract 5-awings far erection and 6.Mood 12.6.Glazing In walls edge d fences enclosing indoor ad outdoor swimming pools ad spas Where shop drawn Use of contract snarl reproduced in whole orpart In she drisWlthe bottom exposed of the glazing 5 less than 60 Inches above the salting surface of FBGB16.15/R320J5 If soli treatments used far s.bterraam termite prevention,concrete overpour or mortand gs. ngs epr' any p mys 6.1.All Plumbing,Electrical,and Mechanical rough-Ins must be complete,inspected,and approved the pool on the pool side of the glazing ad the glazing Is within 60 Inches horizontally of the accumulated along the exterior fthe chemicals. perimeter shall be removed prior to exterior chemical call treatment to p shall not relieve the contractor nor subcontractors from their responsibility to accurately before requesting the framing Inspection, waters edge. aconite vertical penetration of the clamicals. m z z layout,coordinate,detail,fabricate and retail a complete structure. 62. Mood structural framing members Including but not limited to top plates,built up colons, headers,beams,ad bottom plates to be#2 Southern Yellow Pine(unless noted otherwise)with 13 (NOT USED) FBGI816.Ib/0320Jb If soil treatment is used for sWterrarnan termite prevention,chemical soil treatments shall < L2^y 2.Backf111Ng and Gompactkg: a modulus of elasticlty of bOD,0DO psi per NDS-2001 and a moisture content not to exceed 19 also be applied under all exterior concrete or grade within foot(3O5 nod of the prknary structure sidewoll5. 2.1. Under slab on grade and footings,remove soft spots and foreign matter and organic percent at the time of kco oratlon Into the building. Also,a vertical chemical bettor shall be applied promptly after construction is c..Pieted Including initial materiel n the ate. r'P 14. hlarhdrall5/Stairs and rr bn/s inkier ks[olk U n. II dstwbed after the cemcol vortical barriers lied so 63.All wood Including plywood ad 056 r contact with earth,nee of concrete or In direct 14.1 Hakralls of circular cross-section shall have a diameter of no less than 1 1/4"(32 mud and shat b�� t tre�aateair so �P cs H m O 22. Fill material for sub-toss of slabs In grade shall be clean said to slightly silty fine said, exposure to weather shall be preservative treated. Specific use of the presevative g°m"p y r W It b+2 Free of organic matter,clay,cobbles,trash,debris ad other usultable materials. no greater than 2•(5l rum). v z 9treatment shall be approved by the manufacturer ad submitted to 5.E.1.far review prior to FBGI816.1.1A232O.I.l If a r stared termltkide formulated ad r 1st—d ore a bolt tam is used far mN 23. Unless specifically noted otherwise,fill material stroll be placed In naxmum 8'high lifts of 142 Haadralls of norrurculw cross-sectkm shall hove a perimeter of no less that 4'(102 nun) J construction. shA-A— aan termite evention,Section 8320.1.1 trough 8320.1 do not however,a s d contract IL loose fill and compacted to a minmum of 95%modified proctor dry density per ASTM D 1551. 6.4. ROOF sheathing must be installed with long dimension across the supports w/clips at all ad ro greater tam b I/4"(159 nun)ad the largest cross-sectbnol dmonsbn shall rat Exceed of the nstaii-ion mantema,ce and mantorkrf of Be bakkg system facer a mmkrun of Weyeyecrs from the slue x 2.4.Unless notes otherwise,provide under slab an grade:A 6 MIL polyethylene vapor barrier non-supported a es and shall be 1/2' wood or 1/16'O5B,APAspan rat 24/16 ad 2 1/4"(51 mm). of the certMkate of any hall be provided[o the Wlld officialprior to the of the slab,and the W $ w -wPP d9P y asap toPr r9 pouring X on compacted granular material or compacted native sub-lose. Vapor barriers shall be exposure rating I unless noted otherwise. Exception: Use APA span rating 2/16 plywood at 142.1 A mhnsnn radius of I/H'shall be required on all edges. slgtee mint be installed prier final Widng approval.If the baiting system directions for use requite a monitoring 2 z unpuctured with 6"minimum tapped laps.Vapor barrier must not create an pockets. standard hipped roof sections. Note: Do not overdrive fasteners Into pliyrood/0515- 143 Exception:A circular cross-section of no less than 1 1/4'(32 mm)and no greater than 2' phase prior to kstallatkm of the pesticide active mgedant the rstallatbn of the monitors g phase canporents y a Compacting of fill or existing material shall achieve a minimum 95%modlfled proctor dry density Anti-penetration devices must be used.Provide 1/8"butt gap per nanafacturer's (Si mm),or equivalent graspabllity performaoe of a non-crcula cross-section Is required for shall be deemed to constitute rotallatbn of the system. m per ASTM D 1551. recomendatons handrails of dwelling units or within dselllna units. 14.4 A Conti uous surface far shat be provided without ate tlon. FBGIHI6.16/R320.16 If a registered termltklde formulated rind registered on a wood treatment Is used for a m? 3.Shallow Foundations: 65. Pre-engineered beams shall be Truncbist,George Pacific or equal with a minimum 9rIPln9 Pr ^W sibterra ean termite prevention,Sections 8320.1.1 Hrough R320.lb do rot apply.Appikatkm of the wood allowable bendIng stress ofF 2950 psi and modulus of elastIcIty of 2,000,000 sl. S1 ad 14.4.1 Exception,A newel post is permitted to interrupt handrails at tuns with In dwelling units. treatment termtkbe shall bar as r red label creations for use,and must be co leted prior to final build 3.1. A foundation survey shall be performed and copy of the survey shall be an site for theP 9n 14.42 Ex tbn:Over the lowest tread a volute,turnout,or starting easing shall be ermitted required l sealed engineering must be Forwarded to the Eglreer of Record for review prior to cep m9 in9 p approval. building inspector's uuse,or all property markers shall be exposed and a string stretched from construction. in dwelling units. maker to marker to verify required setbacks. 6b. All pro-engineered beams supporting brick veneers shall be designed with an additional 14.43 Exception:To be considered as objects not Infringing the graspablllty of the hhandrall, FBGI8162/532O2 Penetration.Protective sleeves gaud metallic plpNg penetratg concrete elm-orrg-ode 32. Foundations hove been designed for an assumed bearing capacity of 2000 pounds per e/ft load using 40 psf surface area of brick. Deflection stall not exceed(/600. the hard-all brackets and balusters must comply with the Following conditions, floors shall not be of celhlose-contamng materials and.If soil treatment is used for su terraaan termite square foot(psf). Sail of this capacity has been assured theEngineer of Record to be 14.43.1 They do not project horizontally beyond the sides of the handrail within 1 1/2'(3.15 and protection,shall receive application of a termmkbe in anchor space between sleeve and ape. 9. P P y by ll toPr'J �n found at the elevations indicated on the plan. The contractor shall retain a Florida of the bottom of the handrail and provided that,for each 12'(13 curd of additional handrail FBG2304A3.1 All building sites shall be graded to provide oh—sage coder all portions of the WON rot occupied RegIstered Soils Engineer to provide testing and verify that soil of this capacity is available. 1.Pere-Eglneered,Pre-Fdxicated Mood trusses, perimeter dimension above 4•(10 cod,the vertical clearance dimension of 11/2"(3.15 old can by basements. 33. All Footings,and slab an grade concrete shall have a minimum 25 days compressive 1.1. 5kgred and sealed engineering truss shop drawkgs shall be provided an the Job site for be reduced by I/8'(03 cnd. strength of 2500 pounds per square Inch(psi). the inspectors. 14.432 Edges of the handrail brackets and balusters shall not have a radius of less than I/8". P802304 132 The Foundation and the a-eo encompassed wIthh I foot(305 Inn)therein shall have all vegetation, 3.4.Thickened slob and footing elevations shown an these drawings are based on to 12.Individual trusses are to be designed by to truss manufacture per ANSI/TPI-2OO2 to 14.433 Hardall brackets and balusters shall not obstruct more than 20 percent of the length stumps dead roots,carmood,trash,and foreign material removed and to Fill material shall be free of0. Information available at the the of preparation of to design. IT actual job site or soil safely carry the design loads indicated on the structural plans. of the handrail, vegetation and foreign material.The fill shall be compacted to assure adequate support of tha foudation. conditions vary from the assured,then written detions must be obtained from the Engineer of 13.Shop drawings shall be submitted for review ad approval by the Engineer of Record prior 145 Handrails,and guardrails,for this project we a pre-nnarufactured system. It Is the P802004.133 After all oak is compared,loose wood and detrs shall be completely removed from under the Record before proceeding with the work, to fabrication. Shop drawkugs shall Indicate:span,pitch,bearing size and location,Individual responsibility of to specialty engineer for the ma ufacturer to designate to nyntom, building red within I foot(305 nm)thereof.All wood forms and supports shall be canpately removed.This kcludes, 35.If the loll Is softened by water,the excavation shall be extended below the softened plate size and locations,size/species/gads of lu leer and locations,on.spacing,moxbnum components,comectims,and attachments. The specialty engineer shall forward signed and but is rot Ikntted to:Wooden gads stakes,forms,contraction spacers,lit trap boxes,pkknnnnbblIrrqq supports,bracingmaterial and the bottom of the slab edge/footings lowered to suit. deflection and location,truss top chord,bottom chord and web bracing. Gravity load case Sealed Documents to the Engineer of Record prior to construction. sharing,forms,or other cellulose-u ntahkg materiel placed in any location Where such materois ore rot cleat' 36.Center all footings uder ther respective columns or walls unless otherwse noted shown deslgh assumptions and information Including;top chord live load,top chord dead bad,bottom 14.6 Open"n guardrails shall be such tat a 4"alto.sphere canot pans trougfh, In addition, vsble ad really removable prior to completion of the work Wood shall rot be stared m contact with the ground `j ■ an the plans. Maximum misplacement or eccentrIcity-2". Toleration for mislocation of colon chord Ilve load,bottom chord dead load,repetitive stress increase,duration stress increase, a cub or bottom roll shall be placed so that a 2"dla,sphere coo-toot pass under the roll, user ay blld og. dowels or anchor bolts to be per ACI or Al5G standards, reactions at bearing locations,Uplift loads case design assumptions and Information including; 3.1.Mhere vertical construction joints occur in continuous footings,provide a minimum contbuous ASGE7-98 designation,wind speed,exposure,mean roof height,end zone,enclosure,importance 2"x4"keyway across font for each 12"of depth. Horizontal Joints in footings in not permitted. factor,uplift dead load,uplift reaction,and duration factor. Drawings shall bear the Impression 3,3,Coordinate plumbing lines with footing locations for Interference. IndivIdual footing should seal of a Florida Professional Engineer responsible far the design. The review of the shop be lowered with to prior approval of to Engineer of Record. Placement of conduit and drawing shall not relieve the Contractor from his responsibility for seeing that to work is pipes in concrete shall conform to AGI 318 section 63. completed,accurate and in compliance with the d•avinge. The Engineer of Record reserves 3.1.Excavating under or new In-place footings/foundations which disturbs to compacted sal the right to make changes to the structural plans after the shop drawings have been reviewed, beneath the footkg/Foudatlors is not permitted. 1.4.The deflection under live load shall not exceed 1/360th of the span unless otherwise noted. 15.All lumber must be Identified with an official grade stamp. 4.Concrete 1b.Truss heel to be protected with metal shield when in contact with masonry or concrete. 4.1. Concrete mix ad placement shall be in accordance with the latest editions of AGI 301,AGI 1.1.Temporary bracing of the roof system shall be installed per the Handling,Installation and 318,and A5TM G-94 Standard Engineering Practices. Bracing(BSGI-03)from the Truss Plate Institute and shall remain as part of the permanent 42. Concrete for slobs shall be placed at a slump within the range of 3'to 5". bracing.Top chord(NIB)bracing may be removed after Wood/O5B roof sheathing has been 43. All reinforcing steel shall be new deformed bars that we free of scale,and oil and Installed. conform to A5TM A615 Grade 40,with a minimum yield of 40,000 psi unless noted of erwse. lb.Do not notch,cut,remove chords or drill truss members without prior written approval from O 3"minimum coverage for reinforcement r concrete placed in direct contact with the good and Specialty Trues Engineer. 2"minimum coverage for reinforcement In concrete exposed to weather. 1.9.Remove and replace trusses damaged during shipping or erection. Do not repair trusses Ul 4.4. No reinforcing bars shall be cut to accamodate installation of embeds,anchors or other without written approval of the Specialty Truss Engineer-. Item's. 1.10.Connect truss to bearing walls with anchors as specified in these drawings. Submit 45. Earth supported slobs including exterior walk and driveways shall be 3 1/2"thick minimum alternate c chors to the Engineer of Record for approval prior to use in this project. (PARTIALLY ENCLOSED,130 MPH,3 5EG(OUST,25/12 TO 6.9/12 PITCH,EXPOSURE B) j* i and reinforced with A5TM A1H5,6x6-WI.4xWl.4 welded wire fabric(WWF)at mid slab. Flbermesh 1.11 TiU55 to truss connection by truss manuufacturer w/specification and location bearing the IMPORTANCE FACTOR=LO,BUILDING CATE(S0RY II) 25" w may be used In lieu of 155th. Impression seal of a Florida Professional Engineer. All Conections shall be submitted for _1 4b. The addition of site water to Increase the concrete slurp shall not be permitted. Such review and approval by Engineer of Record prior to construction TRIBUTARY ROOF COVERIN65 END ZONE INTERIOR ZONE practice shall be deemed Just cause to re Iect that particular botch of concrete. 1.12. All trusses supporting brick veneers shall be designed oath an additional x/ft.load using AREA(FT2) WALL OVERHANG WALL OVERHANG 4.1. Provide approved water-reducing admixture in all concrete conforming to ASTM 0260. 40 psf surface area of brick Deflection shall not exceed 1/600. All other admixtures shall conform to A5TM 0494 ad shall be used in strict conform rce with 1.13 Truss manufacturer should Include all aditbnal deadloads that affect the Individual 10 21.0 -81.1 39.q -502 -109.4 3q.9 -425J -lob the manufactur of es recommendations. Component design. LAP SPLICE DETAIL /� ,,,j, ,,J,,,4B. The use fly ash within to mix design is permitted such trot to weight of fly ash does 30 24.6 -13.1 31.6 -45.9 114.3 31.6 -403 -10.8 w not exceed 25%of the total cementatlous weight of the concrete. 4.9. For ready mix concrei ________________ te the maxmum tine permitted for complete placement Is 90 minutes. e.Anchorage Notes. 100 21.9 -65.6 35.4 -4(2 -185 35.4 -38.0 -lob Greater times we not acceptable. 8.1.It shall be the Contractors responsibility to coordinate his/her schedule with the roof truss submittal and properly install the specified anchorage to comply sit these drawings. 52.All anchorage shall be used in strict conformance with the most current maufacture's c 1 : specifications.Simpson Catalog G-and T-Achorspec unless noted otherwise. cJ Y a �a 83.Alternate manufacture substltutlas will be considered with receipt of written proposal, NOTES: 5TD.qO DEC HOOK ircludlrag such tecMkal docwnenta[Im doomed appropriate by the Engineer of Record. I.FOR 69 ErTWE AREA aurora 5PEFD5 BETYelt THOSE&NEW TIE LOAD MAY BE INTERPOLATED,OM1HLNISE 8.4. All truss to truss connections are considered part of to per-engineered truss system I15E THE LOAD dG600iATED WITH TIE LOPER BT₹GTNE ARFA and shall be detailed a5 part of the truss shop drawings. 2.PLUS AND MINIS 51615 SIGNIFY fRE5ULRES ACTING TOW4RD AND AWAY FROM TIE BUILDING 5ARFAGEs. 85.Continuous anchorage from franing/bearing must be provided to the foundations to resist nOE uplift. 3.ALL GOMPa81T5 0651550 10 FEET OR EXCEED PRE55LRE ABOVE BY DELEGATED 5i5if . AS A 57RUCIURAL DETAtt5 5.6 All correctors ad fasteners installed in contact w/perservative treated lumber shall be GaiDR10N OF THIS 516N AMID SEAL,AND IN GOMPLIANLE WTH SECTION 6161530-006,DB.ESATE BKI MST approved for such use by their manufacturer and reviewed by 5E.1.prior to construction, FORWARD DOCUMENTATION TO 551 FOR REVi61 STD.180('Ed'HOOK 9.Mot Used 22 CNNOMPOENTp& CLADDING DESIGN PRESSURE GG NUMBER 5 REBAR HOOK AND LAP DErAI S (GR 03040) MEET WINDWARD HOMES FBC 2004/06 P, EXP DR SI.� F\STNDARD SFEET%-REFFLt NDAT1a DETAILS\k5 AP AND HOOK 6R 40 O F:STANDARD Sf X-REFWOTCS 2004 FBCVAMPONENTS AND CLADDING 130 PARTIALLYdwg DE 8 TBl®R00F COYe+N6 • i PIE 91r,1 SVRF LOT 11 BLflCK 3 . IFOFMTIOWFat5PEOR0 IS V.APA PHL ROOF NALN6129PA.E •I FRMNWS RO FT sm FLAW HOOF 5 RN11 a ; Sri / '^'K FASCA BOARD TYP. , ` Rh . W 0)ltd Wl.5 AT EA TREE "33 ��! VSN6N51fD*TN WI PRTWLL MALS OR ORYF4ALL SORBSToxcamID'QC GAD Ac N4Ir R-14 MNTW lETLA I1 PT. 510.40 OE6.II0OK 15ff OEf LKRL M D W KNOCKAR BIOQc W 4 VBtncM.N 9000 PSI NFAD. l1 14.110 4451 FLLED Cats.COW.FROM POOTIG • 5000 P51 Gal.MD N AS GOVT. 1O B0I4 B&FT SM RAN FOR IOC.AflON ORTMML OYER 9'P.T.PN3tIFi Fia91 STRFS.IV at W R42 I*4tAI1IN. K-bow TTROAL s MORTML rx FT.UAW s%vool Noac 4'W16PEC"FORr AT EALN FLIID 08L i m p 6 z�% g •.�. <y W Z 0. NOTE FOR ALDT1101 W NFQd4ATIMN NOf 9IOYK �// / 51₹FAIDATION FLAN m zi a _ m rl) TYPICAL 1-sMoi y M M WAIL SECI'KIN(WINDWARD) A 52 44,111. PARRTIQIS OP5164ED TO RTst5T A IIORITaNAL LOAD NOT Le%THAN S k a PS:. ROOF OR ROOR FR~P*4 AT 74'M MAX 7kLMSn F R ALTO 10-0,510 FOR Wits Ad TarAas TYPKJ4. L MANOR61W WIDN -05.?I' W MAXx P044 MALLS DREATHL MAN as sM16,.w' 0/6 771 TOP RATE �"6YP9M B o w L � F6D.°RwIO�. IT— ISW,9 TAF00Fb OR APFROMV AL113IM1E. Vd TO13ULs 5WD TO FLAIR EA 5OE 04 S:LIEAND 4V QG MAX ttPK.AL 77.4 ML P.T.PLA v/FT>R I LONREIE 55411: FOM.1100 ARV F141141 V2 OMM W @t®F9N 5P$1051E LIU AT 4VCO F (MV 444.11)04'TA%C*4 Q OF CWll lWA1W 9L LPAGT®1D 1 MOOF10 ' O PROOTOIt PBt AS7M �� / TYPICAL JN1 IOR N( 4 BEAR1 WALL SECTION K F'STMFV VA 51�T X MA ON E FTALL 56GT10N50OI4- S 506 2.0 771I'rSSYP.P.T.GMtA6E W 9KAC FA6T8®TO MT501RY (`/n, W 1(2W'.F BOLTS Oft VY OM MO1 MR WV MN @DISK RIO 54450N SET 1001cW W 911/ISO'4.46 RATE MA5NBT5a 17 0/6 VERTICALLY .. ISARASE DOOR DESIGN AND TRACK MOUNTING DETAILS ARE TO BE PER THE APPROVED PRODUCT TESTING. I4AscIRY THESE DETAILS ARE BY THE smucn(STMS P(Aa I L CELL FOR M9 NF11ED OPB*01m 106 Less 7IN11 GARAGE DOOR DELEGATED —_ Iva)14D W FOR Or00% ENGINEER PER THE COMPONENT 1441016-0' AND CLADDING PRESURER5 — 5HOM HERE)NITHIN 'TYPICAL GARAGB DOOR BUM DETAIL z .0 R*TAMARO'JEFF 1*V OETAL 0*DWND)DMs DEC2006 -GAST LINTEL TO BE SET 50 THAT BIKK AW BLOEKIN5 ARE FLUSH NITH BOTTOM OF LINTEL _________________________________ tir. 1 (1 CAO FlL£NAIL N 15SIE0 10/03/05 6ENSFD 06/26/06 I G G 5 OI 2'X6'P.T.W/I/4x3 TAPCOIS a 6'O/G TYPICAL OAS NEEDED W/FLUSH CONCRETE CONTACT ) OZ 0.USTER(3)I/4'x 3'TAPC0NS IT 2'X6'BRACE.45556.N-FASTENED 0 ATE EW YY(5)IOd NAILS INSTALL 2x BIDCK5,CAN TO FIT,3 I/2'LON(, Z MAX EW TO END AEDHV CURVE.FASTEN NOTE: yZ < c2 a TO BRACE OR BE/PETER BUCK YV(4)IOd I)OJT T DI/I,HILTI POPEEt ACTUATED NAILS.BLGGKS SHALL NOT BE SPLIT, FASTENERS OR EQUAL W I U2'EMBEDMENT < ae$,-_+ CRAG/CEOOR DAMAGED. SPACED AT D'0/G E MAX..MAY USED IN < y a 1<� U2'PLYWOOD EA PACE HA 50 a 40/C PUS(2) LIB/OF TAPCOIb W z o-aS A A O BD NAILS EACH BR)EACH BLOCK(4) 2)TAPCONS OR PONDER ACTUATED w FASTEN BLOCK TO BRACE OR PERMMETER BUCK W/ FASTENERS SHALL BE INSTALLED IN SOLID v o C (4)IOd x 3'. CONCRETE FILLED KA50MZY. Z X CX 2'xS'RAT LATERAL HEADER HA(N)IOd TOENAIL $ d 3)(3)IOd NAILS MAY BE USED IN LEE OF W k ❑ PER SIDE PER FLY. SUBSTRATE 5 CONSTRUCTED Z TAPLONS RAN g C MAX OF FRA/lA 0 4 ( IN(4)I6d x 3 V221(5'VERFTCAL 5TOENAIL5 IIR2e/6 E.BR). m A OOPTIONAL WINDOW MASONRY ARCHED WINDOW/OPENING DETAIL ( ) F'51A SHEET X-REFV1AEON2Y 4/PALL 5EGTIONOS1A5ONRY ARCH OPENING DETAIL NOTE:5EE PLAN FOR FILLED CELL SEE PLAN LOCATIONS. FBI NOTCH LINTEL WHERE KNOCKOUT COURSE WITH(I)#5 REQUIRED FOR CONCRETE Qc Qe CONT.FILLED WITH CONCRETE PLACEMENT < L1IoIrnILc+ _ = - SECTIONA-A I)REBAR SHALL BE PLACED IN THE CENTER OF THE FILL CELL. STANDARD 90 DEG.HOOK Lb 2)BENT REBAR SHALL NOT EXCEED A I TO 6 SLOPE. FREGAST LINTEL FILLED.IN OPENIN65 GREATER THAN LOFT 3)MIN COVER BETWEEN REBAR AND SURROUNDING MASONRY f USE(I)#5 OR AS NOTED SHALL BE I#"MIN. I OPENING ON PLA MASONRTY PILLED CELL REBAR PLACEMENT &AD]USTMENF FB I. FILLED CELL WITH(I)N VERTICAL SEE FOUNDATION PLAN FOR LOCATION F:\STANDARD SHEET X-REFV4ASONRY YNALLVIASONRY FILLED CELL REELER PLACEMENT 1 62 I REMOVE MOVE INTERNINTERMEDIATE AL /ADJACENT FACE CELL OF MASONRY BLOCK TO ALLOW i it i FOR SOLID MONOLITHIC CONCRETE w PLACEMENT WITH FILLED CELL AT EACH SIDE OF WINDOW OPENINGS.TIP. A ' A IN Q •NOM.PRECAST LINTEL ABODE OPBNH6 fl TYPICAL 1111 I.1�1 W INDOH CONNECTION PER M/I/U ACTLRER5 LINTEL SCREEN SPELIPICATIONS • V. 4.1 I6H NW OR HJRRICANE PRECAST 54LL N' kIWIEL MORTARBEDJOINTDO NOT SPLICE WINDOW . nT(ESILL BELON MILLION CON ECTIONSTRULNRAL DE7A LS 'KNOCKOUT BLOCK FILLED NTH 1500 P5IORTAR NTH(U A coNT.POR oPENINYfi SECTION A-AREATERTMAN '-0WOWS THAT RE(i11REERTIOAL MILLONS.NOTE:M5 TO EXTEW 6'INTO NOTES: DJACB/TFILLEDCH.ISEA IEWI. FILL LINTEL AND CELLS ABOVE LINTEL •MASONRY TYICAL 2. VERIFY THAT ALL REINFORCEMENT HAS BEEN PROPERLY PLACED 3. SEE PLANS FOR ADDITIONAL INFORMATION 507EEN AND FILL HEAD JOINT 4. DOOR AND WINDOW INSTALLATION TO BE PER MAMSICATIONS TYPICAL SECTION T RU WINDOW rat TYPICAL PRECAST LINTEL ASSEMB 52.1 52.1 F:\STANDARD SHEET X-REPS* oa ddTYPIGAL LINTEL SECTION INDWARD F:/SSTANDARD SHEET X-REFVIASONRY YLALL 5ECTIOM5V.INTEL A55EMBLY.DWG 2 2006 SVRF LOT 11 BLO -- - NOTES: ATTENTION! �go� t Sgt 9_ am o TRUSS CONNECTOR SCHEDULE UNLESS OTHERWISE NOTED,ALL TRUSS TO MASONRY CONNECTIONS TO BE HETAL20 O FETAL 20 WITH(IS) OD X /2"h 5 1/ EMBEDMENT.SEE G/53.1 I OR APPROVED EQUAL.SEE DETAIL FOR mLLm FOR ADDITIONAL INFORMATION( S5 TYPICAL TRll TO MASONRY a IT1 CONNECTION) (U=1810L6) ADO INFORMAnoN '"' "'""" 0= PSWITH SIMON H W HO ITH(8)8V X 1 1/2"NA PLATE ILS TO RAFTER 8 PLA (Ib)TOTAL.SEE 2 a Pn;'`'� T55 O s v�r w v j� oKa . 62/53.1 FOR ADDITIONAL INFORMATION(TYPICAL TRUSS TO FRAME CONNECTION)(U=990L8) O UNLESS OTHERWISE NOTED,ALL RU T FRAME 2 CONNECTIONS TO BE SIMPSON HID.SEE DETAIL FOR ADDITIONAL INFORMATION. OsN F$�8 NOT USED 3 REFER TO HIB-91 Truss most be set this Ley it crane used. DOUF3LE(2)SI MFSON HE A2')("ONE EACH SIDE OF TRU55)WITH(20)10D X I Truss is an example,your truss map not met=h. 'roe NUMeca insist crane cperotor sets truss thu Lay_ Lao aae NAVE I/2 SEE-4/531 FOR ADDITIONAL INFORMATION(I-FIT'U-2035LB,2-PLY U=2500LB) ssuco 10/0s/05 aEvr5F0 06/26/06 NOT USED n THE ENGINEER OF KEGORC HAS NOT REVIEWED THE FINAL �J°' _ J7 O w PRE-ENGINEERED WOOD TRUSS LAYOUT OR ENGINEERING TO VERIFY LOAD PATHS. ENGINEER RESERVES THE RIGHT SNOT USED CJ3 .rP I J3 TO MAKE ANY REVISIONS DEEMED NECESSARY AFTER _ THE TRUSS ENGINEERING AND LAYOUT IS SUPPLIED TO CJ5 8 O ___ E 53.2 CJS NSAID EN61NEER.NOT USED AS A CONDITION OF THE SIGN AND SEAL OF THIS CJ7 ABCN. - = = = - = CJ7 DRAWING PER SECTION 51515-30.005 DELEGATED ENGINEER'S RESPONSIBILITY,THE DELEGATED ENS NEER 08 (1)SIMPSON HTTII,SEE 68/53.1 FOR ADDITIONAL INFORMATION. (TRUSS ENS I NEER2 SHALL FORWARD THE DELEGATED A7 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR REVIEW. FAILURE TO FOLLOW THIS PROCEDURE O USP LPTA WITH(15)100 X I I/2"SEE G9/53.1 FOR ADDITIONAL INFORMATION DIRECTLY RESULTS IN WITHDRAWAL OF THE ENGINEERIN5 A6 SEAL OF THIS PROJECT. i 4 ALL ANCHORS TO BE INSTALLED PER SIMPSON G-2006 A5 CATALOG AND T-ANCHOR SPED.W/EPDXY. m S TPI A4 NOTE: - a ti PERMANENT LATERAL BRACES AS SPECIFIED BY THE < j TRUSS DESIGNER SHALL BE DIAGONALLY RESTRAINED TO a k' A3 PREVENT BUCKLING WITH 45 DEC."X"ERA GINSA)20'-0" a ON CENTER OR TERMINATION WHICH EVER IS LESS. (SEE x to FRAME 4 OF HE N)."X"BRAGIN5 SHALT_BE 2"x4"#2 A2 S.Y.P.OR BETTER. U'- FRAMING TO BE PRE ENGINEERED GOMPONENT5 SPACED 2 y X AT 24 O/C MAX ALL FRU55/BEAM TO JRU55/BEAM Si 9 O CONNECTORS TO BE SPECIFIED BY DFI AGATED .:; ENGINEER. mess noted otherwise,All Exterior Cell lugs Designed as Partially Enclosed.Attach eoLerlo,grade Gelling gypsum Board with 1 3/8"drywall screws of 7"o c.(Block all seams) WALL KEY Z rxarwr��x�xun LAP HEAINING I�'MAX_ ,'x,, Free wwev34'>,'on; —_ _ - 4 rvm l31 wx+n•roew.,s L 0RAGIPK RC(EIIRElEM5 7 _____ 2 ____ e ' w� m.TNN s'oseF��wm..oK ��.eok I-' E11 A1-1T� TPI 614 r/� O w, 3rz. �M v,\ �.eT 5TH AGE Has,u� � CJ58 >v ^^ M BOSTON FI1P(7-0.OR GREATER)BRACING DETAE. 614 EJ g m � MAX. W TH(3)I6OX3 Ir'rOFNAI 5 - - ! DER SEA �) - -- "xa'PLATE FASTENED W i6DX',j e 4"O/G MIN. FEk TNT FOM tai TwF.,s anrs 1.n N.FAx A rogw Tvr. "• �• we / f n orx rve / TEN w/ed a a'o/c muNOgR Es,6 O/c EDeEs R GENE J / >G MAX �A1E PER RE EN�NEEr=ED 9 'NrIo 24"oc H�,4« _ gTTA�H 6Aa1E TRU55 To PLg w T 4 0/� �AH�EN PALM ISLAND ELEVATION "B" "D" orTOM HOR .K -1®za—1AST—T 6ne�E FIAT BOTTOM GABLE Ls E,�H END G I .O FILLED coNG.ANA(u.s TONT. DEC 2 2006 e � SVRF LOT 11 BLrTK3 . UPLIFT H F2 c011� .TEO 1535 LB 610 LB 66o LB 4 P2 !1!11 : NOL5I,E BMIRBt .'.'�.r .x. UF'UFT FI F2 ALllYD 06/ 1116 11I 9w » 1610 LB 415 LB 1100 LB IETAL20 LW LPPA G9 HEPAL 20 GI F1611DMA SM XiETIREG GONEGIIONSLPrA 53.1 F.WFND IW 9EET X�1RFta GON6G71CTGVEULA76 53.1 �ff EN5 FGR W&M OCTAL WeLDC"*WW16d TOFNALS•EA END d z BLOCKING AT RIDGES & VALLEYS64 '� = RL76E vgR,FA6I0 TO ROGF 116.FOR 4461.116 OETAL n �- p Rat 11M 5 NTALL R67R1�'10�-� o z F:! F �,o UPLIFTfl F2 G� R No FLA7Vi E 00641) rroi F� F� 9aO LB 585 LB 525 LB , m RIDGE VENT DETAIL I Xj TYP.GtEAR 90f.RLXiE ECG SIM SON H1O / G2 Or VBR XM NSTRARMS F.'STANOM�911£7 X- 00116 BRAGNSYtV6E v1T DETAL 53.1 FK1N)Mro 964 58 GONFG7101@I10DYK 53.1 NOTE, 12 2pLY VOW PLACE N STRAP ON EACH 1M65 SIDE OF TRUS6 TYPICAL irr HOLD-D N 2O-I0D X I Jf I PLY,24-Ibd 2-PLY 1RIf PER BK. 1104 W1 LE PLY9 I.PLIFi R 00Nf..FILL®8X710 OR I 2066 LB IOM LB EXXs LB [ ] yip2616 GJP.TE F 2 1700 LB NP.A LD 8706 La /��T61//I�■•21 P.T.SMA6U4. /•f/ • / NOTE. 6'44644 AU"M FA5GA i secav I-ETA2O NOT CM vENT AU~SOMT 1� 5HOM FOR GLMITY I 6tA1�)1YPKAl / F1 NOMVRE ARcX sow DETAII. ��� DOUBIE HEI'A20 Ga 53. P. fl64ARD 911 x41EP11RE6 604061101685666 4ETA 446 53.1 ~y W lad NAGS r/� B&T-W G 1 S CO RM8585 1IDr.� J[1 �♦■ a om ATR W 5M05GI gT EPDXY WY DEB:l1B 11401001116 ALIT NCUDN6 516655 CO 16'OtOX 0 GOT6Ht FLLID G91 OR 1Y EN&, •[8416+118101 8010 166446016061104 7.611E RAZE CO #1608 6HdtBi 18 1I1LE 5401620.667AL5 .•� 41'15 LB sm4FSON Irrn6 3 • F16TANJMW 9EET X-FE-03A G LGR6GTIONSWfiNDY16 DEC 2 8 2016-. THIS IS A DANGEROUS CONDITION • ••11 T 'X' s>₹ earraM ew,ur�I'X4•MiN FIG. I FIG. 2A FIG. 2B H�5, 70 PT T.Ma _ BEFOIE ft /41W FAl1fE dIK11l8 NIHN THE 1111%41381 liIØpRt:Ig--- L�dL$ AWd 11 _ uF-__TBR& LAT RN,BRACIX6 LEE 1EIIIOD SHOYN N �' �3 � II II! IllAN6 9 A*a" CR oR SLOP*OR VERTIC L. Jia III ———— 9KA111b OR 1®N6h1 ! Jk IIII 60MMAT f7t/1Gl15. !1£ ---- F[R 1RIF.OP5 _ [L8 D. _ - 2X4 49 OR STD 6RADE DER HARM ---- TIE DRAM*QOM M6.309IOH6 EON 70 RE51RAN THE TOOPR'511E 5DE OFY®AW040 FOE R�GA1 AT 20 FOOT MM CQIINIO16 UT9W.HtAGN6 KlB- }). NIBNALS TO RESIST LATERAL+DMIW I4018[D ON/2f/h7 TE OAS0NN. 092 HAY TRAVERSE HOE THAN I D ATr/CO 701E6S F1TH W ION DRAW RS1RAArr NBR— )a 19 ME 2X4'4 TR406EA DEPIMM OX TRW IE1611r. COMON MAIM THE ENDS OF 14104 ARE Al.TO TOP 4 001101 OIORD5.THE O NQML MACE MAYBE ATTACHED DNEOTLY TO ANQ'IDRAOE AND RESIRAIN'r OF IAIERAL ERACM HE CLD CR 101)411W HED OPPOSITE THE CIE.tW THE 54W II S3 ll NOTE. HM.NS 9404411 R6.°JA R16TMDARD 9EET X- 1P4 H6 BRAC115LATSW.W CI HDYK LI SEE TRIA5G MANIFAGfl S TRJSE EM6R�i1N6 TOP H BOTTOM GOr� CANT SHEETS FOR ADDITIOIW.FEW4/YEN7 E3RALIN6 SABLE END MAX.FOR 6• T15 PETAL 5 704 W IL`,�MBi COIIINIOIB tATS2AL 9XK.N6 O'LAI THAT MY BE RGCi11RED 4'-0'OL. AAX.FOR FIRST(4)ROWS OF TRU5SF5 T3W.WIG G 5PTZF441)4 A TNES DEiK+II BIR AN ALTSIMTVE N® 2)T BRAGN&MAY HE 499 IN PACE OF PBAW81r i-01tA[E BRACN6 HEIIIOD l5 OESpH7. BRAGIN6 PROVID®IT EXTENDS OVER AT LEAST 40%OF THE:YEB. ON ��//►�� �� ��T �[} MM ��TTK� L-SWAG. L-ORACE NOH'5. RFi�[U1L<ED MIN PERMA EN 1 11�YA►7 BRACING /TB 4\ AMY TO EIEB25GE OF Y® THIS DETAIL G ONLY PFFLKIRLE FOR ONIG116 THE SPECF® 11'Td10N CAB 944 OX 51401E FLY SEALED DE5Gi5 TO T43AACAS CR SC FACE AB WDEfAL S3 ATTAOINiII6dHMSATb'0L. fi BRACE SA MFILM—OF— I ALTSM71W WHEW SWAIM N CHART WHOM HAY IE COISEWATNE NO LEWFM FOR MMM M.TSMATr E 9tKAN6.READ DP.5191 MM MROPNATE 91K•Nfi qp M®P45. 9ECiED C28 ALTERNATIVE 9tMAG " Z Z T-0RKE L3tAE 92f BRACNS TOR L43VE SUB BRAS 200224 I RON 254 1-2X4 2C4 02244 2RONS 21b 2.244 2X6 IRON 2X4 1-2X6 SUB LRAf.1G, 2X6 2 Rah 246 2-2Na) ERAC,115 // 1ll\\\ + NTI(2)IW X3 APPLY SCADIS 70 HIE FACED M2l 2XD IRON 246 1-20 AT EKAIZ " $ X0491411UN N SUB PBL FACE 270 2 Ra8 246 2-240b) W r ATTACH WIN Ed HALS AT 6'OG scm BRACE 7-0RKE,L- AR MD SUB MACE 10 EE S.514 SFB MD SPADE MALE SA MM0%OF M 6 FED OR BEM THAN FE$)e HN.ESSS 1,.9W OY344M O _ 0 TOP CF TiW MEMBER LB16TH ENS SEALED DESIGN m m Al aN1ER Sue CR rraE FACE of r /PLY N SCAB To EACH RUN LAP SPiICE DETAIL. CAB WEDURACE SUBSITnnlm T5z K* MD SLEET X-RS•41R55 BRAGNSVIR1MLENf TRW WS FPSTA1OMA 9411 X FV\TiE6 BRACIH6ILA3 9H 10111 ND176 it RIC16E LIM W 2X6 0%LAF6ER 5P 02 0%5FF N/•2 VALLEY RAFTER (2)Ibd HAILS,TOE-NAILED THfdl IB)2X4 5P OR 5PF 05 CRIPPLE 04AX FEI6+IT 6'-97 CRIPPLE INTO 1440614 BOAR PARTIAL FRM9N6 PLAN (C)2X4 5P 0%SFF'3 CRIPPLE MAX HEIGHT 637 2X6 OR LARSER 5P►2 OR 5PF.11.2 RIDGE RAFTER )Ibd NAILS 16d TOBLVL5 CQf40N E (D) T NOT Be OF 1416 5125 7HIAN lb) \TD BLOCK 110)5555MINIMUM 2'X4'VALLEY TO VALLEY DETAIL )16d MAILS AT 24'ac ₹ F A('tINry BARED Rl�ER AIL FOR VALTRIJSSO644 C) 2'x4•BLOCK PV (9) 9i 9JFPOR71N6 110951W/GINSDETAILS, 4Yp TYP. 16d TOBANL EA R, _ 0H).(G) +416+/I 11Th 54 T BRACE 5 4'-40. (e),(W HEIGHT WTH 2X4 T VIPU-4E 5 11'-Y. 16d MAILS,TOE-NAILID FOR 1X4 AND 2X4 T ERA INS,BRAZE TOW S,ME SPACE AS CRIPPLE MW TOP G4 .5 PM SPSGFlGATIONS FASTEN f BRK.E TO CRIPPLE PITh 6d NAILS AT 4'00. FASTEN T SPACE TO CRIPPLE NTH 1bd NAILS AT 4'00. CRIPPLE INTO TRUSS TOPTOP CHORD TOP OF 110156BENEATH VALLEY SET MIST EE BRAC.�PITH ATTACI W RATED SHEATHM6 OR FVRLINS AT 24'OL.OR VALLEY PACINS AS 5PEGIFW ON THE EN611E825 MA LS,FOR THE HIS TRI156. )�N5TALL Yx4'CROSS ETRACAK•RD6E MD 6d COMMON NAILS• 6d C.OFt 4 + fNrSFELTNS,119 *0 TM 5 � .aaAT24'OC 9.OA.EED6E5 AHD 3' NML5.6'Ok ED6E5 AID b' EKFXD•.�TO WV. NOT .U SEE sTfd)CTIIRAL NOTES FOR 5HEATHIN6 5PEGIFIGATIOM5 O�G FB3D TOE�2AILEDRATWNAILS,TOEtMLL® +A BT BD AT LOC"*Y/MW 5PN12) E}D JOINTS OF TCI�EI S+EATHN4 TOOI ETE sTA66ER®AHD OCCUR OV62 FRMMN6. rr /6441E 9EATN6 NBX56GTIOH TIP.�M3 2x4 B AC H'V 0)Ibd T}�OPENNA&SS AT EA E D AT ALL NOM 91PPORTED 5HEATHIN6 NiPuM' DTAP �1rA1WrLTAFD �?�7\.iICJ.AVLia C 0NVE TIIONALLY PRANED VALLEY DETAIL, v, 83 ~~ - FP6TMDMA SLEET X 17RE6 9W.NDAROOF NALN6 S9 FKTMOMA 9�T X-REP MOSS HVCAN6WWYALLEYDHK ROOF 9441141 'KKYHt.4D'GYG Ed NAILS TTI%AL 40d 11.91405 TYPICAL rSl Ed NAILS TYPICAL 1816TH LINE 5ff ROOF M'.X.BRACE ATTACH® X4.7P BRAE ATTACHED M'W 924[4 ATTALI® W W 16d 1440.5/140405 1W44&5 AT EA V I■ RAL116 SYAEOILE NIHtfLTNS T as MENE t 6R"/6 DRELILY 1011596441 DWL7LY TO TiW(ACRD 17fEG7LY TO TRW SUB _ PE-BG1�iFD ROOF IE®®PER RAT NM LAP S UM DETM) i T14695.24 OG FN)d!M 5.F./ON FETA7016TALLED / P.T.COIL.LBDSSX W(2 RAGH RC (5ff HiMfK i M OF RL6 1-16154025 HOOD-W-IP OG EACH RCN • 'OG TN. �! TOI tssWAS ow 74/MAriORY-V4'S9'7AR'.016• 0/0EACH 00411,2'Mf4MtD4E DISTANCE D(W DB0 D_ TOEMAL5•E CH RAPIER 24' VY 7 `,N FBD -4• 6j II 46' Y 4' ii ■ . �•I II 60' IU4' 9 y111 RAFIHt.16'OG 77 IU7 6'5140 W Wes.EACH RAFTB2 { OF Off OF FLAE N ITALLATON TOBtANCf5(2YIZD NALS.KK,A'SX .RAT RIN 406' 7 Id V 4 SNUOIUUL OEFAES .RAT RN .RAT RUI SUBW WIOd - KMS KKA82lORAFTER LB16TN A61E8JED 2W VSXMJL SCAB A6 N®®W 0)IOd TOP MD DOT. I00' Vt 3, 750' 1-W 20b' TOP ND BORO1 GDFD 1YP. F� F. YGOp BD' '..Y4' D9 SQD' I-VY 2 0' XOT6 DO HOr 9'LIT U1ffit 2'X4'PJ.KK,YSX•EAA RAFTSt MISSES0240447 MISSES,024'010 TRLYf5.24 At bsSldb'KNXXOff 9.KW 2'X4'F.T.aff To FIT SMG ffD®1 OPTION 1 OPTION 2 OPTION 3 JI I" NAILS•EACH KUMR SoOOLL /140045 KW Gd 1[9X415 EACH BO 'NOTE, W DRAM TO W P�ASIBEO 70 VERTZAL%AB OR IEB W W GN?MALS AT EACH TRE6 aJj'QL ),�'j our Qr '�$�/�I($g 1NE*b NOTED O11ER1CF) EYEBROW FRAMING DETAIL, x BIRACE DETAILS Tee TRUS3 INSIAilATION TOLFRANCFS C eB NON-LQAD BS5 vo newm ROOF TRUSS PARALLPL rP, V $3 $3 P/6540/00 SHEET X-REPITRE6 BRAC4WOH lAC416 s3 R'STAHDMD 9$T X�m6R WAc iSWISTAL ATO4 7CLERALY.E5 FPSTMDMD SF@T X- 4A50HRY MALL 5ECTa6PEf'f3340 4 PRAMS DE1142140 P/5TM4MD 5411 HILL SE 11CI+5Oi0F 1)556 PARALIB TO 415 44+51.1* DEC 2 006 lEndura SVRF LOT 11 BL CK 3 For Masonry Rough Openings DOOR COMPONENT SYSTEMS H _ sue . ___ _ ___ ___ ___ r � ( i1111 p ! 3 / (5)Scseacx per r - -i.�` S ae 17-5, 6@r,r,n;; {=1 Screv«s per s aorlo for r I s a0 0E;(tss s4 dab r-"a 4 .£_.;;_ 3 : f r 33j{ 33 ._ Single door unit Single door unit with two sidelites Double door unit g Single door unit with one sidelite g O w (boxed construction) (boxed construction) ~ w 6" 6» 0 Q ` Z ii ii ii 11 ii l 1 1 1 aoQ Q o z D SILICONE APPLICATION MINIMUM FASTENER COUNT 5 w f i;'eners per ert cal framrnij nes bee and 3 in header for 6 8 r nits. n I 7 ladders per J rix;.,l fra rin8₹tte'ber and 3 to header for 8 run=ts LATCHING HARDWARE t aCo�' .tYpll�nG&Trqu e 4aipt�P�3;AlA3S6.5 GRADE 2 or better t ElirdrsGaS a �c;adbt7E*secure , 1 lock set be ce Nticn.Follow ass Zy instructions PUF-AI-X. NOTES' SHEET NO. 3 nice re...t^r,'rra...rnrrr :1:10, 15..2 3 4 Tap a,,te,---n,.a<..s30 3 the .33°ear Nnlrrrer 31 or crane,0 , rrr pe 0303' tt, 7n asa rni'r a arororr 1 :I nitarurrt'I r 1 :3r i 3 Serirrtr orraear 1 - 1 U r�17 3o i 100 rr rz �I r �t� a el nt CXi'ru r'.tfzhl3 rap rLn � 3e.X�.��n s n rçpr ` ' ` �" ��' rrplr „1 "` � r`"' ' " 0200"' Double door unit with two sidelites I ccnetztrnp_ASTLi 9_� _v,.=5,TypeS.p:adeNIS-DAPcrrrhtr,i1.-, 183»1 $ Fr rain 31mm,its o r i So---..05 err 3mm mar her a.n te° _4nm 3 O,mor.nra to at1t. `OO lIon 21 4305401 31 4303307.,n40:-4331..4. i^arr;Lt t:0 1O03 mv Ool PAm SVRF LOT 11 BLCK3 Stock Building Supply Design Pressure Chart Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report# X 6' 8" 3' Opaque +65.0/-70.0 6184.1 XO or OX 6' 8" 3' Opaque Door +47.01-47.0 6184.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 XO or OX 6' 8" 3' Opaque Door +47.0/-47.0 6184.3 6' 8" 3' Sidelight Glass ODL Screw Frame +47.01-47.0 6184.3 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6181.5 U N XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 E OXXO 6' 8" 6' Opaque Door + 50.01-50.0 6184.7 6'8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 0 O N OXXO 6'8" 6' Opaque Door + 50.0/-50.0 6184.8 Q 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.0/-50.0 6184.8 J � a Q a 7 W X 6' 8" 3' Glazed.ODL Smart Frame + 55.0/-60.0 6142.1 z C 3 XO or OX 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.2 0 z 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 0 OXO 6' 8" 3' Glazed ODL Smart Frame + 48.01-50.0 6142.3 E 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Smart Frame +47.0/-47.0 6142.4 OXXO 6' 8" 6' Glazed ODL Smart Frame +47.01-47.0 6142.5 6' 8" 6' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 X 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.6 XO or OX 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.7 s_ 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6'8" 3' Sidelight Glass ODL Screw Frame +60.01-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.9 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXXO 6' 8" 6' Glazed ODL Screw Frame + 50.01-50.0 6142.1 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 SHEET NO. D2 SVRF LOT 11 BLCK3 MODELS 11 L1R 4 GA JGE1 REV DATE Qc mQ 01 712002 NEC. LOADS WERE —37 —55.5 DES ST; PUSHNUT TESTED 1& GA. PAINTED END STILES ATTACHED TO DOOR ONE HTTERMFDTATE STILE BETWEEN EACH EMBOSS LOCATION. SKIN WITH PATENTED TOG—L—LOC SYSTEM ATTACHED W/ TOG—L—LOC (TOP & BUT) c (TOP, BOTTOM & CENTER). HORIZONTAL TRACK SUPPORT BY AND URETHANE AOktESMI (ALONG CENTER) 18 GA. GALV. ROUBLE END STILES DOOR INSTALLER (TO SUIT)-\ OPTIONAL 1/S ACRYLIC OR ATTACHED TO TOP AND BOTTOM RAIL SNAP LATCH ENGAGES 7 /14x5/8"SHEET METAL SCREWS j OSS GLASS LITES AVAILABLE WITH PATENTED TOG—I,-'LOC SYSTEM. ONTO VERTICAL TRACK. U4R TOP BRACKET DOOR COUNTERBALANCE SYSTEM A (SEE SECTION B B) ONE SNAP iATCH ON 0 EACH SIDE OF DOUBLE HORIZONTAL y NT£R. STILE ! CK 93 GA GAI.Y. STEEL FLAG E₹RACKET. 0 0 6 TJ4"x3 4"SELF p.. a 1 OUTSIDE KEYED EPIL) TAPPING SCREWS. OW NFACIRDOM OPT ON i LIII j�'`...Vl y "B• HANDLE STILE 14 GA. END HINGES 1$ ttiTERhdE171ATE N9GE VIEW"C" :nr .,..,„.,..-.. ., -.. .— _ INSIDE HANDLE TRACK JRATlON DOOR S mQ HEIGHT 'L' iI IIi I1 If Fii DOOR OVERLAP (EACH SIDE) 2"OALV. STEEL TRACK, §§�� STOP MOULDING BY DOOR INSTALLER(TG SUSS) 0s TRACK TWTCKNES5: 093" TWO POINT LOCKING END SLIDE BOLT 2x6 YELLOW PINE JAMS 16 Gh. GALV. STEEL PAINTED END STILE " INTO TRACK. STILE LOCK DES -• 18 GA. GALV. STEEL DOUBLE END STILE INTO VERTICAL. - TRACK. ONE - 20 C.A. Gkv. STEEL.INTER.STILE TYP. 2-1/2x12 GA.L L1 GALV.. LOCK ON a STEEL TRACK BRACKETS. : y EACH SKIE T2 GA GALV. STEEL TRAC3K C DISTANCE BETWEEN BRACKETS AITOT4 ._.. OF DOOR. BRACKETS FASTENED/TgTO WOOED JAMB ANT ..--..".A OPTIONAL OUTSIDE K•-"YEL7 LOCK POSITION BEOACKET USED FOR LOCK OPTION KITH 5/41$1$T03EXCEEDG! EWCSS } NOT 7f1 TOTAL BR EXCEED PER SIDE y R O.C. MAX. DOOR WIDTH T6'-2" BOTTOM DOUBLE END STILE. ₹ 8' NUT OR PUSHNUT (6 IKTS PE INSl17 E�F!ATTONS FOR DOORS UP TO 7ID HIGH). END FOR U A ON ROLLER STLAFT t FOTRO DOORS UP P70 80 IRON)INTER. STILE k FOR UNESTRICTED OPERATION. - STILE 2"GALV.STEEL TRACK FASTENED TO 14 GA. Gr.V, STEEL ROLLER HINGES NOTE 3: 12 GA. OILY. STEEL TRACK BRACKETS FASTENED TO END STB£5 EACH W/(4) 18 GA. GALV.STEEL CENTER WHINGE (QJET DOUBLE TRACK DOORS UP TO?-0" HGH CONSIST OF 4) SECTKDNS (SHOWN)). TRAC#ATTACHED TO EACH tFACKET �T4x5 B"SHEET METAL SCREWS FASTENED TG INTER STILES ES4S' [OW HEADROOM IS DOORS OVER 7'-�0" HIGH CONSIST OF C SECTIONS (NOT SHOvrN). OUTSIDE 2 if4 SELF TAPPING SCREWS PER jl4x5ja SWEET METAL SCREWS NOTE 2 THE DESIGN OF THE SUP. TING STRUC€URAL ELEMENTS HANDLE wTH oNEOR/TW'O 1/4 ON.OO T5 D AVAILABLE AS AN D3xTTON SMALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF .LOCK BAR 2" Dpl LONG STEM, TO BALL.STEEL ROLLER. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE CALES IN L/] WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON TRACK ON PREPARATION OF.LAMBS BY OTHERS. THIS DRAWING. fl ITSIDF 1fFYFD OCIK .T.'K• EACH SIDE HORIZONTAL (TOP) .IAMB �L/ FRONT FRAME WITH U.V. OF DOOR T P. (NO LOAD FROM DOOR) E COATING ON OUTSDE SURFACE A i G TR T R ATTA HMT m THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK t, O o iTIT ^ TO THE 2xs VERTICAL YELLOW PINE(GRADE 42 OR BETTER) JAMBS. NO LOAD FROM THE DOOR I DSB GLASSA OPTIONAL I IS TRANSFERRED TO THE HORIZONTAL(TOP)JAMB I Q MOLDED INSIDE✓ Ifs"ACR1LC S (_.Sag 2)ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE FASTENER LITE RETAINER TYPE J 8X3/4"PAN HEAD SCREW WOOD FRAME BUILDINGS 2'TFHCK I-- (T0 SCREWS PER LITE) STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN 3)2x4(UP TO 9'Wx0'II) I _I TIC OP1101ML 01/260 WK"ON 11415 G RItETS TIC OR (3) 2x6 (UP TO ta'2"WxB'H) PRESSURE TREATED GRADE#2 OR BETTER OD STUDS OF A STRESS Q a MT;IND LOAD AEGOIAINENTS OF THE F1.URBA WAWA§COlt GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (FT,). MAX.G.C.I MIN. No. 'A R Eurl.f)8UT rKKS �IEFI'REp.OF.S A's STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS j PEE FASTENERS EIER 104 SECT,1806,1,4 OF THE fLCF!!W BIAUWC CODE, I JAMB Z s BLOCK WALL OR CONCRETE o - C� & 12 GA. GALV. STEEL TOP ROLLER BRAG 2x6 WOOD JAMS SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. 2x8 VERTICAL JAMB CT EACH BRACKET ATTACHED W/<,4)11465/6 BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING O Z SHEET METAL SCREWS.ALA $ ATTACHED pw 4"_� INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS 11�� TO TOP BRACKET WITH (2) 1/4"xl/2' BOLTS AND I TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AM) CONCRETE COLUMNS TO BE NUTS PER BRACKET. L" DESIGNED Ill?THE BUILDING ENGINEER R AR OCHITECT Or RECORD. 2-1 f2 Q o 2x6 --1 a--55/8" (TYP.) NO TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) •rl O SHIP LAP J0hIT5- DOORS UP TO 18'2 Wx8'M 4 TALL C-CHANNEL, .MAXIMUM 16 GA. GALV. STEEL. MIN. Ni. OF ON CENTER • FASTENERS DISTANCE. STEEL PER VERTICAL BETWEEN WASHERS. BUiLO€Nt,TYPE FASTENER TYPE JAMB FASTENERS REQUIRED? EACH HINGE FASTENED TO END STILES Wj{4) s.ix5/8 SHEET METAL 7,000 PSI MIN. CONCRETE 1/4 x t-3 4 MIN. EMBED TAPCON CONCRETE ANCHOR 9 TI - YES 1 D.D. 4 " AND (2) 1/4`x314'SELF TAPPING SCREWS. C"BO BLOCK WALLx t — 4 1 «F NO INCLUDED i A ONE! 4"TALL x 16 GA, C—CHANNEL PER DOOR SECTION, M+4Bc MMT'TTTP1 .6,P.C. DESIGN LOADS: +37.0 P.S.F. & --41.0 P,S.F. (S ETJ�EW 0')SELF TAPPING SCREW PER STILE LOCATION. 41714111 t1H 11L4 FL 02]832 TEST LOAD&, -E-55.5 P.S.F. & -61.5 P.S.F. 25 GA. MIN, EXTERIOR SKIN WITH G-40 ( THIS DOOR MEETS OR YCE OS THE DESIGN ORIGINAL DRAWINGS ARE SIGNED IN BLUE GALVANIZING, BAKED-ON PRIMER AND A THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW INK WITH A RAISED SEAL (EMBOSS). BAKED--ON POLYESTER PAINTED TOP COAT 1-1/4"WIDE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING APPLIED TO BOTH SIDES OF STEEL SKIN. ON 18'WIDE DOORS, EXCEPT(6) STRAPS ON 2ND (LOCK) ACCORDING TO THE 2001 FLORIDA BUILDING CODE ;n (ASCE7-98 FOR THE FOLLOWING SECTION (SEE INSIDE ELEVATICNN). EACH STRAP ATTACHED CODE(ASCE7-9a FOR THE FOLLOWING CONDITIONS I);�LY�L2 1OSEELBt ... NW M'B NaCTiM � rasascn SHEET SItE£Ts 014451160 IC L1 V WITH (3) 1/4"x3 4 SELF TAPPING SCREWS (TWO CONDITIONS I) G3EEy,(l,t;r)(SI. 2) DOOR 2) DAR HAS 2 OF ROTH IN BUILDINGS MANUFACTURED 1 1 102617 01 SCREWS TOHAS . ONE SCREW TO C—CHANNEL),. 2' OF WIDTH IN BUILDINC S ENO ZONE. END ZONE.3) USE(ACTOR OF 1.0, 41 ANY 3) .US FACTOR OF 1.0. 4 ANY ROOF SLOPE. P. FAITOR. DES,BY Ocertn BY AND 61 5015 SAFETY 11ESCRTF'TTC1N A FACTOR R WIND SPEED MPH S 1 10 I20 120 130 MAW 13 GA. GALV, STEEL BOTTOM BRACKET. WIND SPEED MPH 5130 1401 1401 150 EXPOSURE iEVEL B x C B C S MAW ' m DOUBLE CAR MODEL 110RW6 3c 120RW6 ATTACHED 'vtTH (2) 474x5/a' SHEET METAL SCREWS. £xpOSURE LEVEL ..... S a CI.._..B C B MEAN ROOF HEI4:HT SG' 301` /5' 30' itst'C SCti.I ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. MEAN ROOF HEIGHT 30' -30 . 15'.— • 0/13/02. NOTED +37/-41 PSF DESIGN LOAD CkiaQy 1D6I12Maq Pr440{2 cor.+wTrf AM WHORLS 14446461,0 (513) 770-4800 SHEET NO. IT Thp arrang4rxents deEleterl 64 41,16 Ora the sage prapart of TIp CtoIsar BuildIaq Pm4vclp Cam ay 000 may 4*, 6585 DUKE' SC.VD. 16 rpprad ced In any fw wtROWL wdttan pe 41*41174 MASON, OH 45040 USA D4 Page is too large to OCR. SVRFLOTIIBLO K3 COMPARATIVE ANALYSIS & TAPCON ANCHOR CHART A"S1I WOO 2X aW s WINDOW DESIGN PRESSURE Na_OF 18 SCREW ?DER CF.090 E M.N/JL LAD CAULK BETWEEN SIZE (INCHES) CAPACITY IN PSF REC'1:IN FRAME REQ'd. FRA1£ FIN TYPE WINDOW FIN & WII T EIGHT EXTERIOR IOR D-HEA SILL 0 fA N P A HE SILL 0,EA JAI4B 1 5151AI1ANC E WINDOW FRAME SHEATHING 18 x 28 XX -- - - - - - - 16x121/4 -80 (SSB) JAMS 16 x 36 109 109 2 2 2 2 2 3 I6*16 1/4 -80 (SSB)CAULK BETWEEI FINI 18 x 48 83 83 2 2 3 2 2 3 16*22 22.1/4 -80 (S'SB SHEATHING 18'x 52 -- -- -. - -- - - - 16*241/4 -7D (SSB� & SHEAT#NG 1„MIN. BY OTHER EMBEDMENT 18x60 63 63 2 2 3 2 2 3 16 x 25-1/4 -60 {556) 1' MIN 18 x 72 50 50 2 2 3 2 2 3 15x34 1/4 -49 24x23 INSTALATION—\ EMBEDMENT 24 x 36 86 86 2 2 2 2 2 3 161/4 -80 (Sssa) ANCHOR \ }1 V A 24 x 48 73 73 2 2 3 2 2 4 22 r 2?1 SHEATHING f4 --70 (sS8) BY OTHER$ 24 x 52 _- __ 24 x 6O 54 54 2 2 3' 2 2 4 22 x M i/4 (SSB)I 24 x 72 48 48 2 2 3' 2 ? 4 22*241/4 341/4 -60 (558)' PERIMETER INSTALATION 32 x 28 --- .- - - - - - 30 x 121/4 -60 (SSB) CAULK BY OTHER WINDOW WI)HT' ------i\ ANCHOR 32 x 36 57 57 2 2. 2 2 2 2 30,t 151/4 -60 (SSB) 32 x 48 52 52 2 2 3 2 2 3 30 x 22114 -50 (SSB) 3'2 x 52 -- - - - - - - 30,x 241/4 -65 (OSB) IEXTERIOR -PERIMETER CAULK 32 x 60 46 46 2 2 3 2 2 4 30 x 31/4 -65 (058)i FIN TIPE + 11 BY OTHER 32 x 72 40 40 2 2 3 2 2 4 30x34)/4 -543 (DSB) WINDOW S L___\. II Q 36 x 28 - - - - 34 x 121/4 -60 (558) FRAME HEADER 36 x 36 52 52 2 2 2 2 2 2 34 x 161/4 -60 (SSB) 36 x 48 49 49 2 2 3 2 2 3 34 r 22 1/4 -50 (SSB)} 36 x 52 -- -- -- - - - 34 x 241/4 -65 (DSB)' WINDOW 36 x 60 43 43 2 2 3 2 2 4 34 x 2.81/4 -65 (058)! WDH. 36 x 72 4O 40 2 2 3 2 2 4 34 x 341/4 -s0 (OSB)j 44 x 28 -- - - - - - 42 x 121/4 -60 (SSB) 44 x 36 41 41 3 3 2 2 2 2 42 i 16 1/4 -60 (SSB), WINDOW' C3 } L 0 0 44x48 40 40 3 2 3 3 3 3 42x221/4 -50 (Ss )i O a HEIGHT 44 x 52 -- -- - - - - - 42 r 241/4 -65 056): rFT-'ix 44 x 60 40 40 3 3 3 3 3 4 42 x 261 4 65 DSB)i / EXTERIC?R � / ( FIN TYPE 44 x 72 40 40 3 _ 3 3 3 3 5 42 x 341/4 -50 (DSB) WINDOW I 48 * 28 28 FRAME SILL -- - 46x12 i/4 -8q (DSB) 48 x 36 40 40 3 3 2 3 3 2 46116 1/4 -50 (DSB) {} 48 x 48 40 40 3 3 3 3 3 3 46*221/4 221/4 -70 (3/16" 3/5 24" O.C. 48 x 60 40 4O 3 3 3 3 3 4 46 x 281/4 -60 (3f16" rC� 3 MAX.(TYP . 48 x 72 40 403 3 3 3 3 5 46*341/4 341/4 -60 c3/16 ) r 3 53 x 72 40 40 3 3 4 4 4 7 51x34 1/4 -50 (3/16") GENERAL NOTES; 5 fi 1) SHIM IF REQUIRED FOR LEVELING. WINDOW` EQUALLY SPACE � HOT. ANCHORS (TYP.) 2) WINDOW FRAME MATERIAL ALLOY 6063 PERIMETER 'CAULK3 CAULK BEHIND WINDOW FIN AT HEAD SILL do JAMBS. BY OTHER 0 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF NINDOW FLANGE. SHIM IF REQ`D 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART, SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED INSTf4LAT1ON 6) WIRE WATER RESISTANCE TEST REQUIREMENT OF 157 OF DESIGN LOAD APPLIES. POSITIVE ANCHOR DESIGN LOADS VAL. BE UMITED TO 40.0 PEF DUE TO WATER TEST PRESSURE OF 6,0 PSF CAULK BETMtEEN AcIHTEvED IN TEST. FIN & 7) INSTALLATION: FN FRAME WINDOW IN WOOD;FRAME OPENING WHIT TWO BY WOOD STUDS' USING.494 INCH. DIA. NAILS OR 8 SCREW OP SUFFICIENT LENG"h TO PROVIDE MIN I- EMBEDMENT SHEATING. INTO SUBSTRATE. 6) IF EXACT WINDOW SIZE 15 NOT LISTED IN ANCHOR'CHART. USE ANCHOR QUANTITY LISTED SHEATHING .y, BY OTHER 1" MIN. EMBEDMENT 6" MAX.{TYP) SECTION i -1- 1 1001 V.Cmsby N.•cllt*r IX 75006•P.O.Box ate•ua6OS IX 75381 B°MAX,(TYP): ASSEMBLY DRAWING SFRIES t'0O/1900/1970 SINGLE HUNG WIDOW ELEVATION — 5 C?Rt`d. CtiK0 — Pt.£ VIEWED FROM EXTERIOR AR I N/A SHEET NO. .+L11Y "f1iFF DAT" I IE NUMBER -- -- - - -- -- 12/11/03 I] INSTALATION 11OO W2 SVRFLOTIIBLO ( 3 COMPARATIVE ANALYSIS & TAPCON ANCHOR CHART AS1M E13W BY-O S WINDOW DESIGN PRESSURE NO. OF 8 SCREW NUMBER OF .090 DIA.NAII 11s Lt11df CAULK BETWEEN SIZE (INCHES) CAPACITY IN PSF RE0'.II IN FRAME RE0'D. IN FRAME au Dsm 066ms� FIN TYPE' WINDOW FIN & Y41DHT HEIGHT EXTERIOR INTERIOR HEADSILL- 0 EA JAUL SILL D dk6 QA% E RESISTANCE WINDOW FRAME SHEATHING 18 x 2a xx - 16 x 121/4 -80 (556) JAMB 18 x 36 109 109 2 2 2 2 2 3 15x16 16 1/4 -80 .(SSB18 x ) SHEATHING CAPV BETWEEN FIN 18 x 48" 83 83 2 2 3 2 2 3 16 x 221/4 -80 (SSB) BY OTHER & SHfATIAIfi, 7"MIN. 1B x 60' 63 63: 2 2 3 2 2 3 >6.x.2a4A -fo (SSB Sw) 1" MIDI EMBEI MEN f 18 x 72 5O 50 2 2' 3 2, 2 3 )8x34 1/4 -49 (SSB) ANCHOR ION ! EMBEDMENT 24 x 26 -- _ - - v x 12.1/4` 24 x 36 56° as 2 2- 3 2` 2 3 f2 x 161/4 -80 (SS8) 24 x 48 73 73- 2 2 3 2 2 4 22 x 2C Y/4 -70 ,(SSB)- SHEATHING 24 x 52 __ 221241/4 -60 (556) 24 x.6O 59 59 2' 2' 3 2 2 4 BY OTHERS' 22 x�1/4 -5b `(55B)` 24 x 72 48. 48 2 2 3 2 2 4 22x341/4 �-6D (SSB) 32 x 28 -- _- - - - - - 30;x12 114 -60 (SSA, CAULK)BY OTHER WINDOW WIC3HT ---�-� INSTALA11ON 32,x 36. 57 57 2 2 2 2 2 2 .30 x 16 1/4 -60 (SS£4) ANCHOR 32 x 48 52 52 2 2 3 2 2 3 30 x 221/4 —50 (SSB) 32 x 52 -- — — - — - - 30z241/4 -65 (DSB) EXTERIOR '--PERIMETER CAULK. 32 x 60 46 46 2 2 3 2' 2 4 30x281/4 —68 (OS FIN 11PE BY OTHER 32 x 72 40 40 2 2' 3 -2 2 4 3C x34 34e 1/4 —50 (DSB) WINDOW 36 x 28 -- -- - - - - - 34 x 121/i —60 (SSB) FRAME HEADER WINDOW 36 x 36 52' 52 2 2 2 2 2 2 34x16 1 1/4 -60 (SSB) WDH. 36 x 48' 49 49 2 2' 3 2 2 3 34 s 221/4 —50 (SSB 36 x 52 --- -- - -- - '342241/4 -65 (DSB)' 36 x 60 43 43'' 2. 2- 3 2 2 4 34 x 2&1/4 -65 (DSB) 36 x 72 40 40' 2 2 3 2 2 4 34x341/4 -5O (DSB)' "-- 44���• x 28: -- .._ - - _ 42 x 121/4 -60 (SSB) QJ o 44 x 36= 41 41 3 3 2 2 2 2 422 16 1/4 -60 (SSB) LJ WINDOW 44 x 48 40 40 3 2 3 3 3 3 42x221/4 -50 (SSB) HEIGHT 44 x 52 -- -- - - - - - - 42 x 241/4 -65 (DSB) EXTERIOR' 44 x 60` 40' 40 3 3 3 3 3 4 42x281/4 -65 (DSB) FIN_TYPE 44 x 72- 40 40 3 3 3 3 3 5 42 x 34-114 -50 (DSB) 41NDOW 48 x 28 -_ -- - -- - - 46 x 121/4, -80 (DSB) FRAME SILL 24" O.C. 48 x 36 40 40 3 3 2 3 3 2 46 x 161/4 -50 (DSB) MAX.(TYP). 48x48' 4O 40 3 w- 3 3 3 3 4€� x 52N6 x 22.i/4 -70 (3f16" - 46 x 241/4 -70 (3/16" Q 48 x 60 40 40 3 3. 3 3 3 4 46 x 2&1/4 -60 (3/T6 48 x 72" 40 40 3 3 3 3 3 5 46 x 341/4 -60 (3/16Li r3 z WINCOVII 53 x 72 40 40 3 3 4 4 4 7 61 x 341/4 -50 (3/16 HOT. GENERAL NOTES O EQUALLY SPACE 1) SHIM IF REO•D FOR LEVELING. �r ANCHORS (TYP.) 22 WINDOW FRAME MATERIAL ALLOY 6063 PERIMETER CAULK- 3) CAULK BEHIND WINDOW FiN AT HEAD .SILL;& JAMB& BY OTHER 4) CAULK FOR PERIMETER'SEAL AROUND EXTERIOR OF WINQOW FLANGE.. SHIM I REO'B 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS O1"ASTM E1300 GLASS CHART, SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED [ 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15%OF DESIGN LOAD APPLIESS. POSITIVE NSTALATIt)II DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ANCHOR CAULK BETWEEN ACHIEVED IN TEST. WINDOW FIN & 7) INSTALLATION_ FIN FRAME WINDOW IN WOOD FRAME OPENING WHIT TWO BY WOOD STUDS USING.090 INCH.DIA. NAILS OR #8 SCREW OF SUFFICIENT LENGTH TO PROV4DE MIN,1" EMBEDMENT SHEATING INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART , USE ANCHOR QUANTITY LISTED 6- MAX.(TYP) WITH NEXT LARGER SIZE. 0 0 0 I 0 YLA JOB IO4--222 SHEATHING BY OTHER 1' MIN. YOOSEF LAVY, P.E_EMBEDMENT V'MAX.(TYP). CONSULTING ENGINEER u SE Lr TI I NI V 1 I{-- / T {� f 9550 FOREST LANE. SUITE Y 108 E I l_ V I I `.1 k V DALLAS. TEXAS 75243 1461 W.Crosby 161.-CorrolSun,TX 75006-P.O.BOX 8TW22 r 0011 ,TX 7WI; r: (214)340—O049 F:(214)34O-0067 ASSEMBLY DRAWING VIEWED FROM EXTERIOR SERIES 11CO/19cO/197O FE d HE SINGLE HUNG WMGOW DRN. Ceti KO SCA E - AR IP N/A SHEET NO. ALLOY TAPE)) DATE 'TIE AJUM FR E 5/25/04 L3 NSTALASON 1100 W3 SVRFLOTIIBLO ( 3 9S A 01431(55S s+wwr r Flo l 2920- er 6 440t9 tl c 141E NNU #6�s�o rrak.i s OF 6143►SAILS ASTM Ei 3t)D 1934 SASH STILE - x4TERL1m1ATE s17E REOUR171 IN FRAME REOMkEA IN t'RAYE 130 MPH PARTIALLY Io1IIg pCixs DESX5I PRESSJRE 1'41811416 EMBEDMENT 1 I_I '"Ula Ewero4ENT ENCLOSED BUILDING CAPACITY(PSI) t AT EACH AT EAC» DP. LOAD I MIGHT HEAD 9LL ,IAMB NEAO ;0. JAMS GLASS SIZE RESISTANCE AI!(NEMR NT tdlM EM8£C7Ml NT 36x36 -�80 2 2 2 6 6 4 16 x 16 1/4 -80 _(SSB) T) (SEE T) 36x44 / _ao Ism)-t---� -E0 1 - EM8 36X48. -80. 3 3 2. 7.. 7 5 16x22 1/t -80 (S59) 36 X 52 =w 3 3 2 8 a 5 16 x 241/4 -70 TSSO ' X 6tR -�0 3 3 2 a a 6 tO x 2E 1/4 -60 (SSB) FASTENER FASTENER 36X72 - -?Q 3 3 3 to 10 a 16x34 7 + -50 50- PER SCHEDu1.:E-. : PER SCHEDULE 45X36 -a0.. 3 k 44 _9v 3 CAULK BEHND FIN CAULK 8EIIII101111 46X48 (558) 49X52 -80 4 4 3 10 10 7 .I-I1 - 2 x 24 1/4 -74 :(SSS) 48 X 60 ^70a 4 4 3 11 11 a 22 x 25 1/4 -80 (SSB) 2934 Exterior '. :4a X72: 3: 10 10 9 22 x 341/4 -50 (S3s) 181a JA7e 160'INTERNAL MUWON 5B x 2 ;9 9 4 26 x 16:.7/4 --BD (m) '. 56X44= —a0. 4 4 2 11 11 6 26 4 19 1/4 —70 (SSoj 3' CAULK Horizon CAULK J 56 X 4$: —80- 4 41 3' 12 12 7 26 K 22 1/4 -.70 (SSS) BY OIlIERIC ! �? J 1 ION 2: Section BY OIH R 56 X 62. x.60; 4 4 3 12 12 7 26 x 24 1/4 -6O (SS8) 50 x 80 -68 4 4 3' 12 12 a 26 x 25 1/t --no (sse), YS,Lt7 56 X7-2 -54 4 4 3: 11.. 11 a 25 x 34 1/.4 —50 ((OSB). y.Q 60436 —80 4 4 2 10 to 5 28 x tfi t/{ —60 (550) 60 X 44 —E0 4 4 2 12' 12 6 28 x 19 1/4 —60 (SSB) FASTENER -4 BY2 1 oT410O 60448 —80. 5 5 3 13 13 7 28 x 22 4/4 —50 (6$?) m SO»£DULE 60 X 52 -79 5 5 3- ' '� 13 13 a 28 x 24 1/4 -50 (556) sD 560 -65..: 4 4 3 ! 12 12 8 28.28 1/4 -50 (068) 11111 60 X 72 -52 4 4 3 11 11 8 28 x y4 1/4 -50 (OSSs) sjllll 66 X36. -80. 4 4 -2 i 12 12 5 31 x 16 1/4 -60 (556) WINDOW88 X 44 -77 5 5 2 13 13 6 31 x 19 1/4 -50 66 X 46 -74 5 5 3 13 13 7 31 x 22 1/4 -50 ( ) WD . 66 X 52 -72. : 5 5 3 14 14. 7 31 x 24 1/4 _50 (558) 66 X 60 -61 5 5 3 13 13 8 31 .28 1/4 -50 (055)P '_'5_ Q� o 66 X 72 -48 4 4 3 12 12 a 31 x 34 1/4 -50 (058) CA13LxBEHIND FW. 72,11.36 -77' 4 4 2 13 13 5 34 x 16 1/4 -70 (068) , y 0 0 0 0 0 72 X 44 -6$: 5 5 2 13 13 6 34 x 19 1/4 -60 (066) 1930 HEAD 72 X 48. -65- 5 5 2 13 f3: 6 34x22 1/4 -60 ( ) 1 II 72X52: -63 5 5 3 ( i3: 13 7 34.24 1/4 -60 (DSB) 0 72X60'. -S8' 5 5 3 14 14 B 34 x 29 1/4 -50 (DSB) // // 71X72 4 3 12 12 B 34x34 1/4 -48 (DSB) 1 PERIME1ER CAULK: - as x 36. -59 4 4 H- '907BY O0fER 88 X44 -54 i1xEo'RA1L So X 48 -49 4 4 2 13 43 5 42x22 1/4 -46 (059) _ Be X 52. -47 5 5 2 13 13- 5 42 x 24 1/4 -70 .(3/16') j..4 88 X 60 -43 5 5 2 13 13 6 42 x 28 1/4 -70 (3/16') C� a 2559 LOCK RAIL 88 X 72 -40 5 5 3 14 14 8 42 434t/ -60 (3/16':I 1 / / / GENERAL NOTES: o 12" O.C. 1j SHIM AS REQUIRED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHIM MAX. Vertical MAX.ITYP}.: ALLOWABLE SHIM STACK TO BE 1/4'. i4 C 2) WINDOW FRAME MATERIAL ALLOY 6063. �N1j�W EQUALLY SPACE 3� USE CAULK BEHIND WINDOW FIN AT HEAD, SILL, & .IAMBS. HGT. ANCHORS (TYP.) 4) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY. DESIGN PRESSURES FOR CLASS THICKNESS MUST BE DETERMINED PER ASTM E1300 CLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6),WHERE WATER RESISTANCE TEST REQUIREMENT OF 15%OF DESIGN LOAD APPLIES, POSI11VE DESIGN LOADS WILL BE LIMITED TO 404 PSI''DUE TO WATER TEST PRESSURE OF 6,0 PSF ACHIEVED IN TEST. 20-06 BOTTOM RAIL 7) INSTALLATION FIN FRAME WINDOW IN SPRUCE PINE FIR(SPF) WOOD FRAME OPENING WITH TWO BY WOOD STUDS USING 0.1130 NAILS OR #'8 SCREW OF SUFFICIENT LENGTH TO PROVIDE MINIMUM EMBEDMENT INTO SUBSTRATE AS SHOWN ABOVE IN TABLES. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 1991$u 6 MAX.(TYP) 4r. a Ca Extorlof fi —� 1001 W.Crosby Rd.•C1Nr9llion,TX _15006__•P.O.Box$19022.0 Dos,TX 75391 I ASSEMBLY DRAWING KmSERIES 1900 (MULL) / 1100 (MULL)/ 1970 (MULL) I 1 VI CONTINUOUS HEAD Il!& S SINGLE HUNG �'y. ,1R71R 05 041016 SCALE 1 )I{!1L PF SCNS SECTION 1 VIEWED FROM EXTERIOR /gig N/A 12/30/21x3 SHEET NO. ALLOY DATE It(STALA114N 1900i)l_t., 09/24/03 B 11(X)UU11 bi 1970 MUft W4 SVRFLOT11BLO ( 3 SHIM AS REQ'D COMPAIRAThIE ANALYSIS & TAPCON ANCHOR LOCATION CHART (SEE NOTES) ONE BY WOOD ASTM E130(3' BUCK WIDTH 8U BY OT► a 4' nIN CALL WINDOW DESIGN PRESSURE TAPCGN ANCHOR LOCATION` 133 MPH PAR11ALLY ONE BY WOOD r- INSTALLATION ANCHOR EMBEDMENT ENCL ER> I U 6 SUCK BY OTHER / FLANGE TYPE SIZE SIZE {INCHES) CAI'ACP IN Imo' LOCATIONS L G WINDOW FRAME SHIM AS REQ'D. T T GLASS SZE DP LOAD RESISINI C CAULK BETWEEN JAMB CAULK BETWEEN WINDOW WOOD BUCK do (SEE NOTES) 12 1991/8 x-26 -209- A,C V.0,14.1 96 I/ x 10 3/4 -80 (8ssB 58) :162 FLANGE & WOOD BUCK MASONRY OPENING 13 19 1/ x 38,3//9 -193 AC F.0,4/ t6 I/O3 x 2613/96 -ao f5s9 BY OTHERS 1 a xa 1/$ 50 3/a A C !.G,HJ 161/3x23 1/M -»0. sslrJ If 14+4 19 I/5 o 545/8 -T5D A,C E.G.HJ a6 t/o c 23 r/W -10 (sS8 1445 18 1/8 x 55 5/8 -141 A,C FG,HJ 16 I/O x 25 9/96 -70 (SSB) 15 19 1/918 3 132 AO OEF,GH,t 16sp=z9 4 -55 (sss)_ 1J 16 14 1/8 x 72 218 AC 01«E0 14.1 169/21533/4. -55' (058) 1 1/4" MIN. INSTALLATION 17 19 1 x 64 -104 AC D.E,FG,H,I 161/4 4 39 3/4 -50 (058) ENBEDMENF ANCHOR 1142 26 1/2x26 ='236- A.C V.0,14.9u I/2 t i6 3/4 -80 (558) 2 PERIMETER CAULK— 1144+4 1 x s/a/a -101 8,0 V.0,H:1 231/2 x 16 35/16 -80 (ss8) BY CAUL}C @ETW1E£N 1144+5 26 1/2 x 55 5 -150 AC F.G,I l 23I/4x 259 6 -10 5SB) /6 -70 (SSs) WlOODBUCK & ✓2 / A6 -70 (558) WINDOW WIDTH MASONRY OPENING 1145 26 1/2 M,I53 �1 AC F:Gttl 23i/4x29If4 -53 (SSs) jj PERIMETER CAULK BY OTHERS - - I BY OTHER 107 26 1/2 x84 a Arc F S N t 73 iA:330/4 so' (059) EXTERIOR 30x2 301/2 x.28- -113 (858) A.C F G,I4J 211/2x18 3/4 -80 (s5B) CAULK BETWEEN 30x3 30 1/2 x. 3/8 -88 AC V.0,14.1 V 1/2.1615/16 -55 (SSB) FLANGE TYPE 30x4 30 1/2 x50'8/6; -7t# AC V.9,4,1 711/48 231/16 -so (558) DDOW FRAME WINDOW FLANGE 30x4+4 SO 1/2 x54 5/8! --77 A;G V.9,14.1 27 /733 -4A' {SS8) WOOD BUCK 30x4+5 30 9/2 R 555/8 -76 &C V.0.11.1' 271/2.259/6 -3g (536) SCI*5 30 1/2 x 63 -166 A,C F.G,H.I 219/21291/4 -50 (DSB) I. 30,46 30 1/2 x 72 -71 A,C- F.G,1.1 219/2.333/4 -50 (0523) SECTION 2 3or9 3t_1/2_.84 µ5$ A,C 1.G.H,I 27_ .393/4/4 .. g_ _(038) 22 37 X'26 -09 8.0 F.G,H.I 34=103/4 -80 (SSB) 23 37 Ti 36 3/8 AC FG,Hd 344 965/25 -55 (SSB) WINDOW 24 37 x 90.5/4 -57 A,C V.G/J 34z23 I/i -50 (558 n WQI.. 24+4 '37 x 54:5/8 -S5: A,C F'G,4.1 348251/10 -4s (559 i C/1 EXTERIOR ILRJ3 II Bu c3( 2253 37 7 55 X 83/s _53 A C V. Ns 39.29/4 6 -5 (DsBj �I HEIGHT C 26 37.X'12 -52 AC F c,H.r 34.33 3/4 -505,-I 27 37____5___84 -52 8,0 -F.G.H,t 34 4393/4: -49 (059) O 4226 42 X.26 -49 A;C F,C,1.I 39=10 3/4 -80; (SSS) FLA21 TYPE D 4238 42 X 38 3/8 -40 AC V.G.1.1 39. S -S5 (sSB) WINDOW FRAME 4250 42 X 5O 5 -4p - a SILL. 424+4 42 X 54 S. -,40. AA. F.C,H,r: 36x23 7 — (SSgB) 424+3 42 x 55 5/6 -40 A.C V.0.14.1 34x25 9/b —44 (359) 4263 42 X 83 -.y0 AC FC,H.t 34.291/4 11 1 4272 42 X 72 -40 A,+ F.G,H_i 39x33 3/4 30 (058) J K 2 4284 42 X 84 --40 A,C V.0,11,, 3x39 3/r —49 (058) $-1 CA PERIMETERCAULK 4826 48 X 26 —49 A,C.: F.G,1.1 45310.3/4 —65 (sSB)- C� 3 BY OTHER 4838 48 X 38-3/8 -40 A,C V 0,14.1 45. x 1615/16 —50 (0525) `���JJJJ 4850 48 x 50;5/8 —40 8,0 .0,11/ 45*z3 1/i€- 50 (3/1s) 3 .484+4 48 X 54 5/8: -40 A.C: V.6,14,9. 45.251/is -50 (3/16') 484+5 48 X 55 5/8 _49 AC: F,O,H+ 43x25 9/'.6 -50 (3,116')I 0 4863 46 X 63 A. AC F G,H.t 45x291/4 -45 (3/1&)i WINDOW 4872 48__X72 -40 A.C F.G.HJ 45333/4 -45 (3/16') S HOT 32 53 1/8 x 25 -40 A;C F,G.H.I 501/8x103/4 -65 (558) W a 33 53 1/8 x:3@ 5/8_ -40 A,C F.G,I4.i 501/5 9/2*965/99 15/96 -50 (058). i - 34 53 1/6x50 s/$. -40 A,C F,G.M,I 301/6x231/16 -50- (3/16"),� Y 34+4 53 1/9 x 54 5/8 -40 8,0 F.G.H,1 501/3 x351/6 -50: (3/16") 3445 X PRE CAST SI .. 35 1/8 X 63 �- A.C F,G,H.1 561/8x29'/4 I /4 -45 (3/16'): BY OTHERS 36. 53__1/85 72 -40 A.C V.9,143 109/8 x 33.3/4 -45_ (3/16') CAULK BETWEEN WINDOW FLANGE & PRE CAST SILL..Y TH A)LklEM S 116 ADHESIVE CAULK OR 1)lliE ABOVE ARE POSITIVE AND NEGATIVE STRUC11 AL 0E18914 LOADS FROM COUPARATTVE ANALYSIS ae HAVE NOT [ /� APPROVED EQUAL BEEN CAPPED sY RESULTS OF WATER PERFORMAN 1ESIING.WHERE THE WATER,RSSISTANCE TEST REQUOTEMENT OF 15.5 OF EC I 1 ON l 'D�GN LOADS APPLES.POSITIVE OESCN LOADS WILL BE LIMITED TO 40:0 PSF'DUE TO WATER TEST PRESSURE OF 6.0 PSI` ACHIEVED ON TEST. 2)"INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASCSNRY EAIING USE 3/16"018. H I TAPCON AN04OR OF SUFFICIENT LENGTH TO PRONDE mIN.1-I/4 E►IBEDMENT INTO SUBSTRATE GENERAL NOTES: AT LOCATIONS SHOWN ON CHART. �... 3 SEE ELEVAT)Ik45 FOR KEY TO TAPCON LOCATIONS. 4)IV EXACT WINDOW 592E IS NOT N i LISTED ANCHOR CHART,USE ANCHOR QUANTITY LISTED I) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. 3919-4 121(T LARGER ,Fors THE , ARIA DESIGN PUESSU4E REO`D. ALLOWABLE SHIM STACK TO BE 1/4' (( \// II 2 WINDOW FRAME MATERIAL:ALUMINUM ALLOY 6063 E I E V/�T� ►V 3) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS,SIL.L MUST BE , ATTACHED,TO THE SUBSTRATE WITH VULKEM 136 ADHESIVE CAULK OR APPROVED EQUAL VIEWED FROM EXTERIOR 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT Tow W.r r 9a•C .* ,,T0_ T5o05.PO rxx 614022.0olk8 rx 75361 MANUF-ACTERER'S RECOMMENDA11ON 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE ASSEMBLY DRAWING 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART strs '450/'330/137c- Su1Gt E HUNO WND SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED: c,Rh, CHIC scat AR !(' N/A SHEET NO. A-LOY rAvu DATE DIE NUMBER 12/08/03 E INSTALAnoN i45O W5 VRFLOT11BLO ( 3 SHIM IF REI'O COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART ONE BY WOOD' ASTM E1300 BUCK ETY OTHER CAI I WIN'17OW BUCK WiDIH 1 1 4" MI . DESkGht PRESSURE TAFCt7N ANCHOR OcA?I{NI 130 MPH PIIRTiAaY, ONE BY WOOL) P INSTALLATION ANCHOR. FDoI MENT ENCLOSED BUILDING BUCK BY OT1-ER FLANGE "TYPE SIZE SIZE (INCHES/ CAPACITY IN PSF Lt3ruAT1flNS WINDOW FRAME SH M IF REQ'D. T' Ei 1T G!A`SS SIZE DP'LOAD CAULK BETWEEN JAMS- 12 1 if8 x 26 AC FGUii 161142 ( ) CAULK BETWEEN WINDOW WOOD SUCK & /4_ FLANGE &WOOD BUCK MASONRY OPENING 13 10 1/8 x 38 3/8 -193 A.C f Willi 16"1 2315�I4 -80 { ) IE BY OTHERS E' {}, 14 19 1/8 50 5/8 150 A C .o.I1,1 161/8 x 23 --811 14+4 19 1/E x 54 S/6 —tso A,C G,HJ 161/82 1 —70 147 A.C F.G,NJ 161 x 2S"Y 70 1 1/4" MIN, 1�}TS 19 1/8�55 5fB A pp 15 19 1;/8x53- 132 ABC" o r.ki,1 41/b x'14.1/4 -S5: {SSB)is 19 1/8 x 72 118 A.C- 0AF4k.HJ, 161/8x33 3/4 -63' {tD5Bj INSTALLATION 17 19 1/8 x 84 -104 A C R E E G H 1 #6114 4 X 3/4' -50 (Rsa) :I EMBEDMENT • ANCHOR 1142 26 1/2 x 26. .-136.. . . A,C'... ':1,6,41.1 23J/2k 113/4 -80'- {858}. .� iH3 26 1/2 ,x 38 3/8 -109 A,C, FG.HJ 23#/22116 -80; (858) PERIME-TER CAULK 1144 26 1/2 x 50 5/9: -151 A,C F`C.I1.I 231/2 x,231316 ,;.so (S$8 BY aTTt11ER ,} CAULK BETWEEN 1114+4 26 1 SHIM IF REO'D_ C J2 ,x 54 5/8 -144 A,C F,G.NJ 23tj1x 251116 -20: ( ) — WOOD BUCK & 1144+5 26 1/2 x 555/8 -100, A.C fGHJ 331/2 2x4 4116 —70 (5.56) i+t)NDAW WIDTH MASONRY OPENING IH5 361/2` x63 911 wC F,C:H.I 73"1/2x_24141 f'N6 1 26 1/2 x 72 -79 A,C F,4.HJ 33'a —$5 {p sea II PERIMETER CAULK 8Y OTHERS txr 261/2 x84 -66 A,C F,C,UJ 22 x393/4 - {a58) BY OTHER 'X.TE R I O R' 30x2 301/2 x 26 -113 A,C > 11.1 x�1/e x 1031+" —80 (5.56)- 30x3 30 1/2 x 35 3/6 -5 kC F,C.H.I V 1/2 cc —55 (556) I WINDOW FLANGE TYPE CAULK BETWEEN 30x4 30 1 x 80 5/8 -78 8,0 1,0.11.1 Zit x231 —50' S828{V HLAOEI WINDOW FLANGE 30x4+4: 3 30 1/2 x54 5/8 —77 A,C FCJ4,1 271/2:251/16 —49` (tSR WOOD BUCK. 30c4+5 30 1/2 x 55 5/8 —76 8,0 1.6.14.1.. 271/22"25.9/16 —49 (SSB),. 30x5: 30 1/2 x 63 -76 8,0 F:G,14.1 271/1 z 291/4 —sit (o'56) 341x6 301/2 x 72 -71 A,C 1.0,141 271/2 x 333/4 —50 (058) IN 1' 3Qx7 30 1 x84 —59 8,0 1,0,1.1 271/22 3/4 —49 la'58).1 WDH. 22 37"X 26 —89 A,C. 1.0.14.1 -31 x 303/4. —80 (556) 23 37 x 38 3/8 -67 AC 1rG.H,I 34 i 1615116 —55- (5.58) 24 37 x 50 5/8 -57 A.C. F 0,14,1. 341231/8 -50 {SSB) :I Cl) C 24+4 37 X 5+5/8 -55- 8,0 1,6,11,134 x 251/18_ -49' (558) 2.4+5 37 x 55.5/8 -5S A.e 1.0.41.13!x 2S P/'6 -49 1'.1 .1\4 11- BUCK 35 37 8 63 --53. 8.0 _F.G.H.I 31x24114 -50' (DS6)26HEIGHT 27 t 37 X-84. -52. A.C. 16;113- 342 '- -49 f// _..4226 42 X 28 -49 A,e. 1,0,14.1` 30 1103/4 --so'. (559) FLANGE TYPE 4238 I 42 x 38 3/8 -40 A,C 4,0.14.1 3A 1'615/8 -55: (5.58) 'E WINNOW FRAME I 4250 '42 x 505,E -40 A.C_ 4.0,14,1 10x231/18 -50 {5$8) SILL I 424+4 42 x 54 3 5/6 -40 8.0 0,14.1 39 cc 251/19 t/I6 49 (5.58) 42415 42x55 5/8 —40 A,e 4,0.14.1 234*250/6 —44 (,Sw) I V` 4 263 42 X 63' —40. A,C' 1.0.14.1 39*291/i —So- {1YSB). :I 4272 42 X 72 —40 A,C FGH1 39x33314' —50 (2 58)) 4 r 4284 42 X 84 -40 8.0 F 0,6,1 39 2393/4 -49: (058) f 3 PERIMETER CAULK jfl1� 4826 1 48 x"26 -49" A,C FG,H.I 45*103/4 -65 (5.58) BY OTHER I I ( 4!938 48 x 39 318 -40 A.C' F.C,H.I 45x1615/16 -50 ()58) '' -J 4850 48 X 50 5/8 -40 A.C 1.0,14.1 45x231/16; -50 (3/16')j o WINDOW 484-{-4 48 x 54 5/8 -40 8,0 F.G,H,I 45x251/16 -50 (3/16`) f. HOT. 484+5 48 x 55.5/8 -49: AC'. :F.G.I1.I 45x258/6 -50 .(3/16')' ,^,4 O 4;4383 48 X 63 -40 A,G 1.0,14.1 452291/4 -43 (3/16-)j 3 F G 4.572 4a"x 72 —40 A,C FG.H•I 43x33 3 3 -45 (3/16) 32 I 53 1/8 x 26 -40 A.C 1;6,8.1 541/6r 103/4 -83 (556) 33 I 53 1/8 x 38 3/8 -40 A,C `;6.14.1 501/611615/16 -50 (13158) 34 53 1/8 x 50 3/8 --40 A,C 1,0,11,1 501/2x.231/16 -50. 3/115 g' tCAULK,BETWEEN 34+4 •53 1/6 x 54 5/8: --40 A,0 FG.HJ-: 561/82 241116 -50 (3/16 34+5 53 i/6x 55 S/8. --49. AC 4.0.14.1 501/8 x 25 9/16 -50: (3/16")PRE EAST SI 3S 53 1(8%63 -40 AC501/8 x 291/4 -45 (3/186 1 .. X72 -40 A:C FG,HJ 50 x11.3/{ Y flTt4ERS WINDOW FLANGE I / & PRE CAST SILL WITH IAJLKEM' 116 ADHESIVE CAULK OR Ijj SECTION 1 APPROVED EQUAL H GENERAL NOTES: 1) SHIM IF REO'D. FOR LEVELING. / 2) 1MNDOW FRAME MATERIAL ALLOY 6063 L VA A T I iJ l�n i V 3) CAULK' BEHIND WINDOW FLANGE AT HEAD AND JAMBS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE VIEWED FROM EXTERIOR ' k 5) 'DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY PRESSURES FOR GLASS THICKNESS }� r MUST BE DETERMINED PER ASTM-1300 GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% DF DESIGN LOAD APPLIES DESIGN LOAD WILL BE 24*11 LIMITED TO 40.00 PSF,DUE TO WATER TEST PRESSURE OF GG1.O PSF ACHIEVED ON TEST 110'11.Cr,4, R,t•Caet4ok IX 75605:•PA.6*2 819622.(I8bx,I% 75381 6) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USING 3/16' TAPCON ANCHOR OF ASSEMBLY QRAWING SUFFICIENT LENGTH TO PROI�9DE MINIMUM 1 1/4" EMBEDMENT INTO SUBSTRATE Al LOCATIONS SHOWN ON CHART SERIES 1430/1550/1570 It & 1_Sl'4 t HUNGN1NDaw j 8) IF EXACT WINDOW S-ZE IS NOT LISTED IN ANCHOR CHART, U'SE ANCHOR QUANTITY LISTED MATH NEXT LARGER S2E. DON. C KC SCAL£ SHEET NO. AR iP N/A - ALLOY r_x DATE - DIE NUMBER 05/25/04 L INSTALATION 14501 5 SVRF LOT 11 BLOCK 3 GENERAL INSTRUCTiONS til •poor o*c<a rtts on sx+r or roroaNx}omtk awte t+altd woad #„ r}sa.s ka's Ons nah,rei uat s; a rrasutatarrri To vrtat,so - 1111 tyandST'"S4rlxa &ckxp4 " fim�' Ra#.��qq - d tom- strsta:vrp. 5r d� a l t tawiviaskandalttaCwtxrotractc Slt tM!At ti L r. a fry' cad Ate+, . rtaa a7u sal tra.°st tx F' & ffi aa' za fta t - � b4fimeeaCA is uir cwskse t" rkn anmaln'aysnent rootOrr star s = -- .a'i<S s xarMa#'tttrerm�ag+tk4zh&T atpk'an c s rerec.Ds erd sRaxttea trot y to k,a an a arutatd ess aced trrd in ixih ad txmtnt _. "''t `�` ;:>'7 tyi�Art1C,Itodl t L5arvl axysahg R+attns"tnusa at irf or ,o a shks° NDtE: ' ee r a€iR 1 ta.i�a9cs ate t S !—# N T ■ N E vas. park ni sacra ax preva s? is ssr a;.t s wr.��alo a 9u+ .tt sr L l i RtntoA*ifl trtr:trdar�yrnert t td tftnrss i s Ge%i s,u a j srausn eca s i t T, KING L E S vroad drrvan t hra'r teeth t +cttatier M;#� 16N i, w.td 5&p is abm#� •CANAOtAN COLS IYEA'CH#R A3 id AT NS•CA At29.:�a°FA9 n a8r3th CORPORA'itt7tl Ji Ji J Jst O I.8 6 Cask qT It Yn rcdGk w li asy t BY;Via.Ur o apmfrt s also e&u lM b 9 y ct a End s.a S* f bewoon 7 a i i 5R Ge �3 h 3 ts,eons x y(p x tlfal RurWa 9 40pir wet for Paqq a teats.vYt e a en rode aymo t 4 ht t t k1 x iY rJ a roe G�biifle[� S#pxatPN s e Bri [ haaf- ofrasboxeype+sd;davktysho:Mauticai ArllsCSS#�9t$b# ud, aYR I isSC €�a p tl G d�#4`E AH. vitterF€ta'�d 4 e6cda}'masRt IlstiSt G`a aft Etl 1141.vit:1'4dd 9M tWet •MAN i*RD J444L5 SIT€EP SLOPE APPUCATiON3s rxx CAp'F 5Sti 5 1s 3 Ifk#lt •C'A3El+E434c 4 a trsa� ra ,. rtiosl a ran U"oft x una'an tii or ₹t{175D'ntror")W R 't i°OT axe W,w sde w€ -SRat�lo 3rdhatg ss Ott ar, unRt33 As �s asr ar�€�1.11.5 wis3 #a rayy Ay sS qua a �A7e1 a�yyY mec s s r nra 5W{t?xnm;s dsa irt:ferae asts siid loo e>, h ss peace it kart 314'rt i) saro+ is bib �'istt ckcirss as 4a L4 t ,a ab€wA Tre sr pa:rsasst ran Prated n'Stfl is s!'l4`aG4C5 Cr(ro' is RSMCAit QF.is.E A`₹,llY5 irnt t4 disi ish W.1R VA ale-- f{P 'tilt is adne&Vc. x is SiE 55s s P.'AW 44i r pit iris wrww oo"dst Sao! T}U YE .A2iO AN€fir 5�!'J ssi 9r.,P be wc,6: .''1 rim,$�Qi to is e"we saa'q mcsvn stynans be seokd {are WIND nataxnt err+ t-�t of €e art -sd too Props'* a APPLICATION INSTRUCTIONS � � ryry •W540 rrE.9{STANCE4litND SEptlNtl::alatsa p54p klao a Sgeciii EtKrmol sx8rod UP saris rtfh,R;1 0 kCN isisna sw:'st �. twitjisisihe iiceorta' aftP a" :almrt550eedtiUu'ind pessais •tic es#ETALDP aA ex W,r'.er Psy Pt tshvett are S1SEN aIf aatrs,PP C Ry*wi 7+C+i. by wrisaerie scar or we sal is sod to 3tle s'(P55 hireriturP It is ASPHALT PUSIttCCEMENTr fet Si a c lab(55 .his earlte>M s RETlt. p5 d;rry,is eats ep 5555..f55w(555 reader these seiswiss D4'Type l ar J, • Four Nail Pattern English Size Shtngte.T2'x 3& ('O5-914mm) _._._. ......__ fi'»ka;2i__,..---+. , •�w Underfaym t Sianddard Slope-4fi2(333mm/m)or more ,/ Undarkryrment Law Skxps3J33-+ihl2 ti7mm433mmtm) c `,s 1 ; 12-2-=P1 t`i,°§?rxfl't"xs}. - Itepieslis S miii Caw.aatCC1twR hors laperotrmTerIaySwi teat, J!J7 Appihmflm imMswdneit€a€b, N hut ttradrCK whir two '.. �, �kp0ugh Ra4e FtR IrJW stlsdtel8ylnald;n teato Wltiit�K`t8Jd N C`f btEderNyhlpltaS i'�`sOwn•tke dtry>yy*atd`recte Rxdtt 4'd+drrr.rn 6 Q 3St2Fl APPNcalltta st sera Rx It st amore fLwiry suds as hi wo t bisr 1Yal or t"md"eh Uso kind nat9¢Wen daudr Ate a�ras aid ahenr tit0ta can o tt'i *rrs. St&vr,Td*bis 3.eak Netterie shin r teaks pap cvrwe by swat hau no i 4 be spewed,unwe�rr rip �i`taKii"ar�md"tray t fay {Awe'v;r tTlsaiS i;'t7T LP'aaK�'A't we 6ftkrs e)bi soon(ePave di willhsø Mush tweet N roof rift*by 3,$'titkms)�e�rand 2d" so Suit Woes ides o try dal flormnj seat e>cend 2#'S 2 pin). is MS'it 4 I oprosid(he the kAa.Wh"_x e ka"of corp roans al e-,A specter, 2 p3es��A4ato' �- x �,� lhiPt3flTAM'i: adansa4st. D sloe--'r=tat,NOTtrv, s�'I aE �.,. uv4aww aaa y+n i^a,'1 3�a':vhr e f 3xtI�A� <'ttII7rcvnt [>ect Ea;R'Rkxtf te*k3a+ ar 54rf " ,'m+' . Whu F4 A0-N rA RVww&"ECdi,is di,t& .m°" l;exts @rffF40 {`N+mmb t£s:Md 1! � tmASGk nGf✓a, �/� Require A Six Nail Fastening Pattern? .� .s+ I wewisprup Use t':e dlrectlons above with the tote mods cahort: r t,ewt s.o•w AP ..Wr T Replace the inter two listenIng ocatrons with(Our hastening moments. 2 a+o a Place two listeners 9'(2'29mm)!nett mil e end+.f-t (23mm),and place ( . u as z two addrh at lamteners 14't3 mm)from st either en d :'3 €2 Tire}. a-.�a#a a,+co «rip .. as[Ra-.,,i: a e„r� t4,ea a=aamae O 5 Q rlu�� = U err 111 � a a Starter Louise First Course Second and Sulvsegsent Courses Hip and Rl�s Wan Ftasnktg( iiatit Vertical hill) a Par 31ic'WVYt. - Shirt Ire tics mesa is a tips IfS is a is iii tC'extt,ad,t�'A,ttlr4ia The �/" (is GAPPC h€p&tRrgt ahhgile. Cih ISp 8 ream(hen th3f ehbSpw,and Q Saef otttt aatlrwo wJh fly StEWS lee! Ed, Slum rx urs- Polio May ort sent Sires by ratnsrl t us ISews.1101 tftrw Iris P.A 4,511Th Cteeese lord kin loolt to rlglirl ar'55 to PS.DO 1(01 by atom ! to tie met 1hta 3 aPgrt ar strxar.fes n mPs ashy Iron tdcoctwn- w Mxsaccawea+s r,v trim 11n stn,kti tta:r tr,Mv .sri co;ux ussoltats. asdcaart six twsd—r -*—s5•p pracat4ar€ass couao2a steetta�r k an She roof and daT+t (hr sk1 !es - TI �"� Cry we�.,uraa≥c., may nti Wu'srs N thick or a,gPtmart to 10k raax eta ,s mvi sine,ern iris tiring a,And -- resat the pSiem atre»for stbss,7set tssires rvut w.,:omr co mroa Crn+Ar mss EArrod EKp a ^ ,...r' ! NO Sh3 as may ea tail tram ovil • e2 3 r tai mow. w.+n ter ra ,,+rm vxr quer y - O 0 'rte iel'c i�hxl ado Start al rd tai !aloe I a /` , ' ed4o wAh anilrs Ra++ 8"ti+a2mm} F. Mtyy 5yin 5"ttar. ts R€h. Z 3 - '.:. p trrksid trim.r,At, 'sperax /pyv`rAg»Aro sA^oeecrs o s «y e an. yd i���,, rw�xir sal as aermvcatsaevau} 3 ass,ssrtsae+rmt .a, ware « x ;* I1`feerw`n� (� o az�yy,'y gp�TYiK eeWc Y T$.� �� ( t',mJwe >.ai sa+..a ., trdifi r-05'H N Trg'i�3aaaw / ` / � t r°ectAr t t ��.�'` a•©� �mi w��' ��- ,�w � ``d'{1�7mr.+}evWwua �'a' v^efr �dl«t Na N&c, O �� O aK y1EM N.',•.......•....._•..... - §`7Nm^8¢°U�-w+{&va arses i %NCBM i�MR.a�`daW V.O°¢#"F F !� " �. rc r. ,,.=•"�itl4l '�.Y il4l�RQ�;ttC€et O Z< j a.svfar� ��Es".w,nbiwm.e��sr�mram ,� pre*'rro 32C�ri J •+� Detlt ) 7 Chimney Flashing 8 Valley Conatnicilon-Closed or Woven Valley .9 Valley Construction-Open Cut 10 Valley Con,tructan-Closed Cut aratatutlonery Notes Those skkr,s ale r$cap*is is ss*z3'gl a>«Erslt 11100a255 IlSiose+d N'o saieral etpra€[eratir u olttcibie ho:svaa%esloopsnf c 1V role it:4ad,hex sh p is wit be stiff in€old wasttmrui *a^-' -"Y ,. -.�...._... «saw" ." s ca«mrs.a wr,»d °"`"'+`•`m" wadi" 1.Do;wt d ta:nd s an r.#�vsa U ape.OT A€ bord(es tc sr o sMrgtas ,H,e > ,�, -«sr vic i°uanma -��-, .,,''� Y.w• tiv+•wvwx sA 2.Fdadit ue?ueY.5F.' 5t '+m;,V ale Wrw e'€"w av,Pr the dal flNf&tusT. w ,. '"" Me.am%s�aexrmaN>as-g •M4 w3+,•x.*�W ..i,' 'ammbm4a armmelr»aw.a.. anss wx.,a oro e+w.s,e Sutravm.s ..n..... .rsa® ....r" !: smro.ab';;:axmi-' — �a Y;ta3ren7 m"a�aa 4u Weapt_ y,.. -^ „-aA+.+�a«ea :! „„.�, ,.w.. swtea'3duse "_hto;?wrza'i;a+sisva�wi �ratotwdwmkd.b`RM. rust its 9ie5 5 �"`- � x' c•v w. � '' •�- - .�-°�« � --, myrse» :ea prateetad ttorts rtioswtsen uorod�€oo iris Co°[ot stsxe near strain WPB.Vim.. "'' Or,or w sw.aul,AA tam cdvd nwa:U doled on reds, .. Z p C w,• ,, _ `� ""` . 'm«rraer._...,.s. h d sh;ofes a'a br i«+f€if w PPw ne oB€2"A©taesm-'as M wimxa Arbrne `S' ..»*4 rsus:ar sx�cam[to€X�[1L�T�etG?aa Sea rA r;££�rK:ttkt ehi�Ios 51aJS"I hr Rand;.ate: z cn uJ Z •. •` » »_»,, _ Sea Wit rf1r a- at 11wr a w a»t=a+as xsoT>vav:,;uwrna lilPoiiANT:Ropav tests P Pnp k atiolr aarenc mesas,Masao torte gra s s. > t7 d n ,j� '�a„�_ -""""'� Et asd asytk setm.et e a ear b"sr place alt tome,at Czr fawSc of v os Iit 0 idet twowaryin;.spsfb scaP Ne reaa mere gee ar*dsd v -. ` �.J..» ,,,.- � SsedaCris a'oo,1.a dtrx'taYy s:Kcvr.�ra•.: tlx'as rM ,s> suretl :rntNratAF SHEET N0. «� 2rxse uxt:su Fay ss n se of sr Beet ens to ra to d Shirrsit nhioa, ed sties r .or aacat Moo her era 5tr Pr tiutc Ste to co!ke aer t w 3d sties pnxas�a ;r hero u>e1 Pain m'anceirtibro sr>xrJr svv'trx'TI s#Mcs snip huh o d shtrpka at raves errs rokesand o dp• siyi" t a9 r tomaastin nth 505510 U'S eseri(�e1C7w5@#srgy. R 1 1':etsed,a;asord ,lu ot'323wootirY Ysy Aciyr it lie Iie055551 7rI150 is 'rat is'our-revs 3 W r,-W 3A; 5e'op Or oiliest&3£i5 a++3 SPir s Gt,�'At a$M1il0 a1 warnyit cxa-#-)dr,rhx-t f+.F_„ zahsr.&c IC'Ir t5rirbO5 steer.-el,Oilier tea, ik f.Ro r&atxsfwt l5eprea'3s++ 1140.j00'553 ) SVRF LOT 11 BLOCK 3 GENERAL INSTRUCTIONS /j■ •ROCW DECKS:Far use on w"w w reraaertp work ww warhaea led,euppatted wood da0 tram the nation a sxaf ah1 fee¢�€is a mm�n[a,' srkxg dekzt., � ie�� �////��//��••ii.. ro stRrt mFl`ef wk trentwr� a d lee n rapid np fz a: ifs set #�Oar-sled mSs¢f steer tab ahp Fr oD Uw Mack f iii///iii/ eft f:¢r: n ssntac&PAktrwaaS az;teta3tait'a�rdd Tna En t>aerad Waotl Assn is EM s,'r t'2 mm)arar to }as her�e€t s.e o a brn'[r ap rrczm DOOM# c Ott NGLES ardk 4 Viikma a Cf s testae is stet tsd ovw looks lass Owl1S+12 thxit AC undenayintYtY s'Nm�q7!e he staagW neat p• iotpfy a'ro 1Ye ed. r .3raa_Oa netfawats atdrgXss a�recuy to r t:tatiatE ae lnsAiaied daekratiess authorzad n wRb- NOTE;l�t af.a3 a`toscess ub a3'sesiva t ncrc kF,startrg of kta sndr'gle kqt w O ff 6eJu 3 a^.t i srr',a Mj:natatial mus'be dr chi t+l appFsaEian of s.'drr- fw, n w 9 rss==.+ xa rya,cwrm�a we Ea�aufer'sa4`nanf arwf aacHt allies Frz SELWT 4'[f tkn wRC;Tt ffi�Y 5N9u;tf LYn>wn. •tIHUER1AYkTi3tf:Lkapdrlay2'Elm1S ax'srlaatki SYa-rNj!es hat nY eatMhl3" pr>ere� O NOSE:TW S[ip5 m tmf of ah> &eta pquw'1M?f fd+denp trgelExr IN 9tie situ CORPORTATt6N111 ; RUN 7iIRLINE " remitnp s rrd is ads by many co ba s, �C�NAl11. Ca ge paw r i 6:'atnfl7 aefwrinaentl!u�tta ra+fae+e ants Wt�n ar urc4atLlyltant fa 5e d j /� k s ed:a bmahar cre nce iaympat sch as OAFS s 5M ngfc-#Sa"en kslay is r- xJhese iY ad f?ezretar t tar Gat hdaiana�iii p roes r�xiamet iatEtwTs rw Iris apt � . lClttNtiLIES�?•. / ttnant�d.d, ,.M nws:tea rwAilet l�e", gut viniet ca"W,'t cd tfi a[t. ae. �lJ •FASTENERS:Eta t na4ta(ra1nar tors siapka)Is tecom sanTsd Use s*ass ca$Ysd stem or •MANSARD AND STEEP SLt>PF APPUCATTONS:For mad sdsyas+}teamr Uw Zit' mnra?am.t 12�uv1-,tariff deftarrpw§as s a,trs ask raatit says as kaa is SAS(tOmrnl (l l5ihaaamss)cues Inas(Ca as)T rma assrIsat sadsw ),tk st1nA seagn6 mtj8t be enhasasd by Ia 177 ((2 sm}as araetet.is lase s adasid be€fury utusuih to PafsaMab at sass 3+4 {later€) Intl seas ,ARa sia•;ar die sd,nr a a'dace,ap4'}s di:a^.sr-std dams of 5151?e mb ad 515 mMid decks ar lastMrsrsllh me a osa Sackskasteners 451st[m crivas t>< n"at - ass as astatsates Wrst Rerrs a5oae,ltassa91a Met se€pessa'am into inn a c- a4 td+a ahl yle ttuar arialsy sal aanisys ma alt'saltbasset fpstanAzs wet Interfere watt ass etas: a a a w¢�Mt era l atsa ratu's s balms ST F an s mass leash ge $a ulsaa(us s s EXPOSURE:5 TR#at fdl tact shad gas tams:tie praviuS set Ctrasyt wusMTaban fa tb:S YR .t9iAN€3 SEAi.tNe) v a stwrd of rode 1 8 del aft'tre< toed eneafha-1 A 'PLI ATIO I INST 'UCTIO IS yw w Pravtevee sf n Wa'aD RESt8TA1VCEeNAND SEALtN6:T m shadagiles have a spec>al ihyttstl 5 5554 tb scan saeSt an aaSted 5teterd AH A.,II III)Dr Woe dattlimam�rns- trmtNr bar5f,4 Oka !NS ttgashw Aker ayPac bon when dal to 'a.'td term tw'rDara- + METAL Ltti EDC3E8: ad afaea takt acrd eawa anise ma ayad dotes.Sri>tg�. - a,raE or:#deist map rKK say urrN dtetd4awxsg Sp:asg its -ors 4Arn- all decks. �I p� dam b'r winds be'sre:seafrg w ae net asy aid Ta adaauatc aar"aew Tatnt*ksutat at id t sefd• a ASPHALT Pt_A5 YG CEMENT:Fa'ass as tusylf tab adttatse.M sI cucSattll Is A5TM sealant seta 51t1y.ttsr slasy s may rests seat FazAtre Ia seat Artier these aecumstanatas eesutls D4,555 Ms tat tt. Four Nair Pattern English Size Shingle.T2'x 36-15.116'(305 x 938mm) klrtdertayment4 Standard Slope•-4112(333mmfn)or mom Unctertayment-t ow mope 2/I2 4l12 16 mm/m) ritni4m i i i "a ar i._._.�--'— — it-14" 5$nttta -•r N e5 ts„nt dark with use Ayer of un rd amt*S wvihau: tasae eta ertsymard gad aaAr i9; am; S 3 } sins.Idea vrdyealauait teas to trod raats5stasntIs ysca ear:a caveead by s glee, ors aseaxts�assrwwat.is arA'asau ,tse m t!sdcf utsfat ymmn la perm + Fastenefs mist NUT tepph a 5 at AapN at newt k stmt use leer€g sink as ktakera 5 o ys55htg soon ants coverWd is Sh,gds bleat rte rq or sass Fes Pd ness e a ca sass 5 try'_ t 2' i t x' t:t'-2•f," 13 5S am: Wakats or Sint a seed'Leg Barrier in�s etbete tam may be a;asad b +mow back Dar ate€5555414 Bays'cd Gtr f A s £ata, oat hat t6atctt es&tCtIflGatst p Lash a 7 ( } ...... doable ptg Gil botiopt Blue bf Slttttpt4 ap bahted Ice at floods is tae Ease tdshIsy must avarhanp the rapt saps by 3 (ifkam)and BArrler.Ease a#� ; 2 attack 24'(fr3CkmS)bayarrd the made oral line. d fS atk taB 54 vad:S c da?na 3 6T.prLMd asstte 5pbss at avaittp IteA tt;. $M7 yirrce'• + 'af' vYea+lr MlaKaF i p�tt5m rs st'�1an h 9 des ut r ,amm :tat vaf as�rnekxrW �a,�:erter must fxiC1T kg d.�) rc.ac�er acxxe,sae rso><ra �) € s� w 2 ,u's =f Ap arts.ww '4taneal „*'_ �_ as'ti rim'?Raao,atw.s,1 »+n«eesa a+a mr ipr t " Require A Six Nail Fastening Patterns w°` ea z:�e dsss ap »mss -ta ` , (I) +wield ' ;wax asc�+e±i �• ., f I Use the directions above with the fofius5<Eng modificaiio T: fl' +`t a 4ao ssta5 '15z Replace the inner two tasterrtrg ocations with four fastening plTCemetlts. %5,,,rtaa % .Ala'ip saws Wa a*?:i'`e5i:e^t :.'4. sJ'm31Ous a*5!s Place two fasteners 8'(2U3frim)ttom either end-I.1'(25mm),and place °""�"" o"°a+ "ems O y two addtff0nal fasteners 15'(381515)from either end+f-1"(25mm). ri F�-1 F a U M—i-1 6 a f Starlet Course +ry First Course 4 Sd Cbuty! Third Course t� FcvrtlY send Remshttttg Lout" Q 'n Ap)ay as Shawn, e7 Swt and cwdinuff win fort shktpies kM flush w_rh ttie surfer course.Shingles tray be MADIaua 3a Sd LM o�t a snipe.'tklt j`(Itiantro)faun Ilse of the Ttfm 11"{Z gm)dmm Yha first shinine In the worse its wrilimte with fw sh,ngres �T Th n 3P i4 +m,fl)hwn krst stsrs� �a GPao tzP;kYt.ffihen Welt tv�s₹angtC5 actass w uv 4 as slid tram left to"hi or fwm to fair Elf NGT w she lee tap the rant earns ihss sh ap1e,d'asikssitks _ 'faEacaxtartd ,tMs flusat mdathe gets ss ilia edu4. fls rest,fttas amt sa€asa4r 't`aa;'s rq trill aaangle Eestrt s tarn gep 3. W 7 of kha,eak wta+agt-Ilea n a 5-51510155 Cd pro (12 )tooswas with ball ...._ y7- mu5"e .'t mass an incWtLCt co blend the of Mfg ntay V4 dt9 , g actDS5 the red, oAm a retail bne abbi ate-y s every a coo is dwk yscsad 8 k'NF>hr&t Wen saves,NOTE:Shigles may be d from edw s-ra>: l V ./ left ofn ltasntero.Stott at roar saw sa„p �,y- s+rs rev. a.,t •,� atgeiv=Ills ng1 sfraving5'(152sim) s v —1 z r� 3 see t frk arse€tram aka. a am ly/C o S, k ewyH,ama a♦'-uF xmai,ce�.. -� t t = PwsY•Ca.ma- `a* ?i - aY�dt.k aa+�ai� �xy <,. � Piacv a>ritjra l:°a'4sg2n} � a•aavn rya asps-s a aanarmaa"l mvaml -""'� mrraxaa e9oa�aa _ ,: *a 4br�:aN a,t*ta'me:ays ��` -.__Rat ♦ *`3, t ^ } i •� O rtaNw. >. C♦ww � ♦ ... = xaan eh,sz�d ,extan a.ra � •one-.a.+rw .♦ ; �s.earac�w r i ,tai ezamr+ � am*mo}mr_.__1__� r s arxrnawa.a;araa f `, ,• +♦ g tararam+d+osa-tao7 �j rtwtcr+, a a taw nkaa{MJv Trtn,^t,e8` ia�.W 5etixpaa YUII €"C, T':at'oA&Stsfa/pa Precautionary Notes rarearane'bases ah='1e are 5ber91r5ss.astt-sahig asst shkteas.6eraysa at tits-,total Valley Cottstmitetion—Claw€Cut wsutur oat tubs Sr Set Lna'aiteristcsa`rat tea- w` w7 wsrer:.d used.these s d ngles wit in 7 Hip and Ridge Wait Flashing(Sloped Root to Varttcai Wait) 9 Chimney Flashing 'f 1 tar la ieatton,one Mp Aaw9 nil sbi gad as snaxrr.Ta W9 sr w t Bundles s,aadd nab Ma€rapped 0 t Adis rvir Ufa attesr°pt ba 1r'adC fa sepa:'a4:atk�gl4S ay Yw ? � "britedd —w-;doe ar ernes 1r.'WA5. ap r e,usa 9SiMRTW(onebookof7f Ex'�6ZitoM-x201 s.,aaa•,at-r ".-1--`r e:a.o .a.,..g,Ra. wn - `µ' z Nandinters'vey,sruyy€sra'fAt.segf t>m'sansamds,esmerarfr ad sdatmai}sotnhar Nt tf.$.t tne:a!'5)or a dr ibis tayw 4piieauan M uhteemad Nip&Hedge.Fw owok apes.stall wk1 triple thickness of prec_Y Hap&Rte sttlrayks and awtr(rdra mmarndar wtd; --' ss.ra.n a. r' a.At exposed tna-soaa mast be of C A type, waa4 ai dssldaynesar tg wind d icshea at sastta tnamer as sdrgla ep aa-tAn shears Rpm` s a #ram 9,storm7rt€id ban r• tam€ for as t sand Fastttt o-at-wsaT.w�5 st..,,cam.a+. a T* r O ! ara.Kaw+cazeat mu�ulkler we tobe7J`=•(43 Gtwdor a Pr g om• v aR dal sett area use emr°s�:.lade t i tar T^�'.5 S , to tm OM o 5tA 'T. � x+xrs ee„ne w,.v w.wo-w skein 6d aE ktb e'�.ub not wag nears�m z c to a r aw v a pipet,wortom.etc w M". ,N't mewl pms-ct mutt be stared IV WS,. 0 W a°ta>3ma ap=.z r�ai+aroam+ ,.�aaaw�.rzasm rma7 }..v'. Z Ave w a awtatn a waERTEX' 1 t n�,ari art-Rapp Hv& + k I _ `* -,i.. f�P#itAHT:HspNr taAks PraaryttfY M atw6 adtiar8ls at CiE,ktck�trie gtoid pmixdr. ti rmvc�ar `` .y ,_„ - --": n.. cos y - ` I!a1d aspna t srs rayk are to e.mMn e. ' ma.7 tt.^.wWrr fftiaawe wit lase.autked or kfled sham -�y ,. ? i 4� reasd7h3edaarki x�t�� gassArr�rka�ota!roa�a ' strsr'a«t € e- _ �a. c ,_,`^�a.�� Ruvid? �i W.fanfares mcV Me 014,r Ia t rN SHEET NO. (1StssE fsw;ha S7 wood.fuiaw Vier 3armle arfrictors!'.r eppkcattr e` irrn a»mrnaRn )Vela Sm ca to epirl'_e aver wow shit anon peaesutkms haaw peen won fa provige ism i���� an scans 59''Oat:3 Sett st Tres stale Gu?ki'15,55555515515 f smelk St15 $abssaets ask oil Ana I sfatiu�g rrwsstat 57ay us stases Mama serf ace cmaadn Ara Asa tdagrr..ao sn ap st:tps: nessar,'dscb; dx'.ap :tkt rsa r9a {pass A warp This tskar.s n §,'am s'space t,Al t#DWAtatwlrY 0*A cm-at,w LVar`:ED'N455551 4,lxsa 55 _ — hems r9 entnatkres o P! +d asYx ps a4 simsecr ray ee cttaned"mm 551 Ms'sda6 Co torsenm wa*Atkcara.Aa drrat:.late tilarmil sslatzt,rss std:bat's rmxttmsksth cf matbstxrmror Apsalale 03544 555 attle sa Cmr e51.ac lfey fl5EWuttEtkektas S 3 ' BLCC3 y YI 1 /2 1 2 DOUBLE 5" TRIPE 4" . - - T_.._.-- APPROVED cxPosU tE THICKNESS D SCH APPROVED EXPOSURE TIaCKN SS DES CH IODELS INCHES' ±.003 PRESSURE MODELS INCHES ±.003 PRESSURE I III TRUSION 10 PT - 2N 12 / [JJJ _ PSf' 6 .D PSF TRMS 1 OV 10 0.042" s i� l" PT —12V 12 0.040 1 P S 1 01! I o 4.O42 + 60.0 PSI+ PT 1 ' ' 12 0.040 + 600 PSF MINIMUM 2CONSTRUCTION - PSF 30x0 PSF 60 PS#r MIXED SOUTHERN PINE OR EOUI`I. PSS 14V 10 O.042- X6,6 ( F' } WOOD €3ATTEN STRIPS LFP1 UN 0 ., + 60.0 P F 1 .04 X6.6 PSG + T� ----.-- --. --"-i-i-- . - --...--- - ____ I<_I1Q_ IC} 0.442" + 0T tf Z Q � j9i } ; g C FASCIA l U ,VAN12ED SHAiVDIA -R OEI lG NAIL. , . E14 4WS J--CW.NflCL 10 O.C. THRU THE NAIL HEM HOLES TI- E WOOD JOISTS. MiNI UM WOOD 4 : LNUEDMENT IS 1 /& lv _____ -- - J A1co wilding Products _ � • PART: I N T. 1_A f I ON Ii S I G N AIfliEo I HAf 4 INC FOR VIN SOFFIT 1 FILE t1A It - 'i2- 4 � DA DE SOFFIT 4f 9 GPI 111 SHEET ` � SIB .- -. 1 I I N 1 Page is too large to OCR. Page is too large to OCR. SVRF LOT ii BLO I : 3 - H y 11 11. I �Zo O ® H crQO V U U > > Q J •� �Q' � ltTT O J � N I 1 0 - _______ O o0 C)- - Q IIm III J bA N s O E. J C} bA a3 (Sy Q U�� CQ L� /; j^ ^ j U +(5 M O 'G'G >> O O 1'` U P: J s bD 11111 � > o "p t/t �x C.) 6"O ^ °�'� �TJ rte.•', �""LE .C.F V) y_ yY y � cc•,• �J ® � y ^ _ � c.". CIS a . c3' ( o J U Ht - ti i, U N Q"r- o�� .�.+ -o o _ W vim, V)V) o Lf1 ._ �,• U v U N _ r Q s v - __ T� p Fal •mp.+ i tV N ai M _ v j Z G� N b II N m t�1 >>N O vvc>a bU^� O U � �Q ••___ - > .� SHEET SIMPSON STRONG-TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida# A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU46 Adjustable Post Base FL474 Approved Products List ABU66 Post Base FL1725 Anchor Bolt Wedge All FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 State of Florida CMSTC16 Coiled Strap Tie FL1901 Product Category Sub Category Manufacturer Approval# C516 Coiled Strap Tie FL1901 Exterior Doors Sectional Clopay Building Products Company FL4914 Epoxy Set FL402 H10 Hurricane Tie FL474 Exterior Doors Sliding Florida Extruders International,Inc. FL45 H2.5 Hurricane Tie FL474 Exterior Doors Sliding NuAir Windows&Doors FL5340 H5 Hurricane Tie FL474 - H5 Hurricane Tie FL474 Exterior Doors Sliding Series 420/430/440 General Aluminum Co. FL5710 HCP2 Hip Corner Plate Connector FL474 Exterior Doors Swinging Plastpro, Inc. FL4764 HDI0A Bolted Holdown FL503 Panel Walls Siding Alcoa Home Exteriors,Inc. FL5538 HDBA Bolted Holdown FL503 HETA16 Embedded Truss Anchor FL1901 Panel Walls Soffit Alcoa Home Exteriors,Inc. FL5543 HETA20 Embedded Truss Anchor FL1901 Roofing Asphalt Shingles GAF Materials Corp. FL183 HETAL16 Embedded Truss Anchor FL1901 HGA10 Heavy Angle FL1423 Roofing Other-Roof Vents Lomanco,Inc. FL3792 HGAM10 Heavy Angle for Masonry FL1423 Roofing Other-Ridge Vents GAF Materials Corp FL197 HGT-2 Heavy Girder Tiedown FL474 Structural Components Other FECP Corp. ast-Crete Division FL158 HM9 Masonry Hurricane Tie FL1423 P P- HSUL Skewed Face Mount Hanger FL1218 Structural Components Other-Concrete Lintels Loft's Concrete Products FL 5092 HSUR/L26-2 Heavy Skewed U Hanger FL503 Structural Components Other-Concrete Lintels 8" Commercial Concrete Products(Quality Precast) FL 1774 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 Structural Components Other-Mullions-Series 1442/1445/1446 General Aluminum Co. FL5169 HTSM16 Heavy Twist Strap for Masonry FL1423 Structural Components Other-Mullions-Series 1445/1447 General Aluminum Co. FL5169 HTT12 HD/Tension Tie FL503 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL5169 HTTZZ HD/Tension Tie FL503 P HU210-2 Hvy Face Mount Joist Hanger FL1218 5347/5348,5350/55 HU26-2 Hvy Face Mount Joist Hanger FL1218 N w HU28-2 Hvy Face Mount Joist Hanger FL1218 Structural Components Other-Precast Lintels Wekiwa Concrete Products,Inc. FL 1418 HU326 Heavy Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL572 HUS26-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL859 !� HUS28 t Joist Hanger FL474 Structural Components Truss Plates Alpine Engineered Products, Inc. FL1999 HUS28-2 Joist Hanger FL474 P P� 9� HUSC2B-2 Joist Hanger FL474 Windows Fixed Florida Extruders International,Inc. FL44 HUSCZB-z Joist Hanger FL474 Windows Fixed NuAir Windows&Doors FL5333 J N LGT2 Light Girder Tiedown FL1423 LSTA18 Strap Tie FL1901 Windows Fixed Pittsburg Corning Corporation FL1363 0 LSTA24 Strap Tie FL1901 Windows Fixed-Series 1100/1900, 1450/1550 General Aluminum Co. FL5169 i""t LSTA30 Strap Tie FL1901 (� a LSTA36 Strap Tie FL1901 Windows Fixed-Series 1100 TDL/1100/1900/ General Aluminum Co. FL5169 LTT19 Tension Tie FL474 1970, 1450 TDL/1450/1550/1570 o LTTz3B Tension Tie FL474 Windows Fixed-Series 5000/5300/5350 General Aluminum Co. FL5169 " LTTI31 Tension Tie FL474 LUS26 Joist Hanger FL3750 Windows Horizontal Slider Florida Extruders International,Inc. FL43 O Masonry Screw Titen FL2355 Windows Horizontal Slider NuAir Windows&Doors FL5331 MBHA3.56/16 Masonry Beam Hanger FL538 META16 Embedded Truss Anchor FL1901 Windows Horizontal Slider-Series 1180/1480/1980 General Aluminum Co. FL5168 META20 Embedded Truss Anchor FL1901 Windows Horizontal Slider-Series 1180/1980/1990, General Aluminum Co. FL5168 MGT Medium Girder Tiedown FL1423 1480/1580/1590 MSTA24 Strap Tie FL1901 MSTAM24 Strap Tie for Masonry FL1901 Windows Mullions Florida Extruders International,Inc. FL3136 MSTC28 Strap Tie FL1901 Windows Mullions NuAir Windows&Doors FL5722 MSTC40 Strap Tie FL1901 MSTCM40 Strap Tie for Masonry FL1901 Windows Single Hung Florida Extruders International,Inc. FL42 MTS12 Twist Strap FL474 Windows Single Hung NuAir Windows&Doors FL5330 j MTS16 Twist Strap FL474 Windows Single Hung Series 1100/1900/1970 General Aluminum Co. FL5171 MTS18 Twist Strap FL474 9 MTS20 Twist Strap FL474 Windows Single Hung-Series 1100/1900/1970, General Aluminum Co. FL6107 MTSM16 Twist Strap for Masonry FL1423 1450/1550/1570 PHD5 Holdown FL503 PHDB Holdown FL503 Windows Single Hung-Series 1140/1440/1540/1940 General Aluminum Co. FL5171 SDS'%.xt% Strong Drive Screw FL1463 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL6107 sDsrxzr Strong Drive Screw FL1463 -g SPt Stud Plate Tie FL474 Windows Single Hung Series 5000/5300 General Aluminum Co. FL6107 SP2 Stud Plate Tie FL474 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 5T6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 SHEET NO. P1