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HomeMy WebLinkAbout08-8363 . . \ indward Homes 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 ELEVATION 'D' DRAWING INDEX PLAN SHEET NO. DRAWING TITLE 4-BEDROOM / 2-BATHS / 2-CAR GARAGE GOM15ING IAN A I DRAW NG PLAN A i a FOUNDATION PLAN A2 FLOOR PLAN # f0631 A2a STRUCTURAL FLOOR PLAN A3d FRONT ELEVATION -'D' These drawings,when signed and sealed,are A4d 51DE s REAR ELEVATIONS - AD I INTERIOR ELEVATIONS C an indication that Whetstone Engineering AD2 BUILDING SECTION t DETAILS resting, Inc has reviewed the structural AD3 ROOF PLAN E ELECTRICAL PLAN components only of me structure for conform I r ance with the Florida Residential Code 2004. F I FLOORING PLAN I MECHANICAL PLAN No other certification, inclusive of architectural °s I STRUCTURAL sHEET5 elements and dimensional accuracy,etc.is D DOOR INSTALLATION SHEETS expressed or implied. W WINDOW INSTALLATION SHEETS R ROOF SHINGLE APPLICATIONS IN INSTALLATION UL AREA TABULATION TABLE (IN SQ. FT.) IN¢ Cz . 7otAi.x4A REA ENTRY UNDER ROOF ISSUE HISTORY WHETSTONE ENGINEERING & TESTING, INC. 4cr VER BY Df5C Ri PTiON' APP'v7 CJ� 09.2 i 6. 6-!w M&m, COMPLETE PV�u RfwORK w/6 uPGZ.+,DE5 UGs� 2004 53rd Avenue East PLAN NAME: PALM 15LAND Bradenton, Florida 34203 Phone: (941) 727-1138 DATE: oWz I ion VERSION NO,: 6. I -6. I W SVFtot-5Btjc or -------- __;S-10 V2' ilk o PROb1pE 3 2' CNEER 4AB CONVI` P-'= =--- v^ C 4 N l' N i N N HB U i w v O i - d'x d'T!11Cxt.VEO t 3 12-d 5PGWCR • RFcfss _ 'm U a 1 T-4' 28'-2' t cc JCNO`CS'!n._vw ANC - I _ m t a w AH S WH L?�� v o "EO -MS TIC . e Q 3 1 i2• Z z! J a f` rTL7 FOUNDATION 'A' VLR VER BY DESCRIPTION' APPV�.j, 1D9'2 i3O_. P.IJm„ _O!v�PLf'E PLAN P,F WORr,N 6.1 UPGRTDE5 Yli— NOTE Z O PLUMBING PLAN TYPICAL W Z N til F- OR ALL ELtVATION5 Z a > o a iiiNOTE:A FOUNDATION 5URVEY ONALL BE PERFORMED AND A COPY OF T11E SHEET NO. SURVEY SHALL 5E ON SITE FOP THE BJILDtNG IN5PECTOR'5 USE OR Al 'w rt PROPERTY ,1APCEP5 5r ALL 5E EXPOSED AND A STRING STR iCNED FROM MARKER TO MARKER TO VERIFY REQUIRED 5ETBACK5. 5CALE: 24x36 1/4"=I'-O" !x 7 /8'=I-0-0" J O N BVPtt-5-B[Gc it 6-0 4'-8' 3'-10' 3'-2' 3't0• 5.-6. b T s 4 4p ,4 chcR Fw s ■ _ __ ' -- , ------ - -,----- ■ a o M3;/5RlBAR EACY 4 WAr S2 , S1 D —� �� S1 �c� •-. I � 'a) 4 o S2 i 4 i N I 32H6'-4. 3'-1. S„rr ''-4• ! f N O r c I i ■ -av) 52 24'x 24'x o d _ 0 8 • �J--- n CNCRE FAD RG 1 j 3152 ? O 4U _ 01 17-8' " 641'-8 20-8' I a eAfi AN EQU QATION D' I _ II ■F 38 46 57 fi 3 12'j 5,lCwER i \i 4 1 T4 m it ■ I 1� 1 ■ i ■ ■ ■■ i I 3'-4• �5 i N I '4o T r - ' 4'-6• t ■— — 4 U m n co W020 AthJGW 010 3 ""' 2 00 wF - i C0''RfF, :90R�CCAPOh5. Cu e m • ' S4 24•x24•%:6'a ■ I ■fir-�1 i f � w ° /,// E F G " S2 o SLAB REQUIREMENTS _ w - H3/5"-.?R .s_i_______ _4 _ __ 31S0CFN Q �R BA.,R7 It i J • * M ' � I �M E BCRUE H (`2 VIL. i � • y c— 5 it v I S _� I.. I y J m � I I �! 6-4 s1$— c S1 ------, ____ gH '���_`\NH,, a,C[G ALNCe !--- n p 20_8• i i li , , �� c_ ——_ I OR E PARTIA OUNDATION 'C' e 21'-4' 16'$' ■ --- n- 3 OPTIO T PP IE5 IF ° W g OPTION APPLIES S2 3 u2• -■ i i FF 5ER�^CE 2. G SEE i 2 .� .O ca i - 1 1 I ' -- ` 1 ' ----------------- ------ -------------------- -- _--_--__------------------------- k + ----------- FcorRa olh ■ ■ ■ ■ ■■ I ■ ■ ■ ■ ■ ■■ I AWCUT MT''!h 2 z I I URS CF CCVGRETE i O '_CEu_Ni i i 9 3-8' 6-4' 3-i . 5'-7- ,, 3'-8• 6'-11' 3•-5• 11�' 5•-T i 21• Q z FF v D v m 52 pc 6 ■ ' t° 24'2 24.4 e'9 6 o i O 24'4 24.1 .'e v— S2 I ■ i� 16'-6' a1'-5 LL S2 :3 RE-E FFD I _ o dJ�REBAR ' �' F t iZ`.BA�2 1 k a � a...-na- 5a10.�i S2 3 ch O p O _ 0} 12$' 6'-4' 1__6' 13-6' �-°r 6`°' '=8•r i6-°' IV-8,1 7'-p. 19'-4' L Z ISSUE HIST Cr*ECK Tm5 5 F IF ORY r 40' o nPC-I ENG. DRWtN Z O vo DnTe DEscR�1oN' A��� WHETSTONE ENGING' PARTIAL OUNDATION 'B' FOUNDATION 'A' Ie 4 MG D= lsusF aox 2004 53rd AVM ADENTON OPTION APPLIES � d CERTIFIC" AI THORIZAT f�'# 1 2008 SHEET NO. NOTE: A FOUNDATION SURVFY STALL BE PERFORMED AND A DORY OF THE L RV P"_ 5E ON 5I T E FOR T-I E 5U 0,ND INCFFCTOR'S USE OR ALL !, RCPERTY RK R-.STALL 3E EXPO ED AND A,,TRING STRETC7ED FRCM o - r ` • •l©� ' `A ARRER O 4.ARKFR TO VERIFY RSOUIRFD SETSACK5. SCALE. 24x36 1/4°= Q' 1 ' 17' 1/5'=I 0' u,O., .JASON BERGER PE# 40A 1 a SVPtot-5- Btjc Foj= 25 5n f CrD T 8-7 rD'4 `�'o '� ,1 t god___- — ---- J■ E;Rf55 EGRf550 � = < � o• ` LANAI ■ - 'r-c -4 ?OOL BATH BEDROOM 3 °O ' CLG.@3.4 .FF � a'0xr.a BEDROOM2 T EDAPER cx RECESSED 8•d 50FFIT ■ ■ ■ ■ ■U . ?a A=F. ■ ^ > o 2 355r.2555-12 3554 35554114 1 Q i S MOLD SOFFIT FRAME BACK r0 9 5'-P eF` 'ET,1P= D S.L. 352O502 •o 2 FROM END OF 6'WALL 50 ■ ■■ ■■■ 28'4 PLANT 5nfi` c FIN15HE0 DRYWALL WILL ALIGN d 8•.p,>fF °' 'MTI1 CABINET 5ELOW — (I• >06A°E----- 7. ■ A A PORCH s66¢bF 2^-8•x 5'L' 1 266d PK- 1 R t S ir odSOF T D sy •I I C1 Y � . in in ' V ■■ ■■ ■ ■ D'.,511 D0.5rFp'JNE - "' LNING ROOM pg Bf RCPRESENT5 r1ANGING — — — — — — — - -'^.6'CONC.COVM^: � ■■■• a'<',i✓-'v LAUNDRY zese ■ CABINET 425401 750 TO __> B 3a• /�p dI (� [ /�(�� 2A PLANT 5nEL` , UNDERSIDE OF 50F`IT _'LINE OP CA.B+NET 52LOW _ F?1.3 I!2+ ' JQyJ,lt.aaa ?A]s'Ot .. i ��rea ;� e@ KITCHEN SOFFIT FRAME DETAIL o ■ BEDROOM 4 _ ■ 5555 / DROP 50FF'T \ »' 4'„„RE ASTER a TNE of so a r TH ■ 5'YlALL I I ^ym COUNT-1 Tor 1 I'-4' 3'-8' a'24?o ■ -- 5451 er 3 se W 4. J 111E 2ese x OPr'CNE'4iL VO' Y[R R D ■ m - C?c o I w LC. Es /' \ DRCF IF17 PORCH / ' a r sneer MASTER SUITE .8 x8'O ■ .MCF (rg 0 a_a' Ab CLG. 3 4'A-.F = KITCHEN y I'-5 I'2' I 0 I!' 1-0' 2' 9-4' �� - - --- ------ --- --------------- r--� G.B Abu u ,= ■■ CL■■ ■ ■ -��� .�._ _ ■,-5__555 8r 6'5555 C 42 `�"a�i� ■■■ � " _REFRe_ G c'68 Z N N 'J 3'-CMX G_e G� PL OR PLAN 'C' = Y' 3. - ■ Q T.8•rD J FRAMED KNEE '�' 6'w� (� VV1 vi WAL5,28't1�Grt _ ALIGN AGE OF e. �'• �� _■ oF'1°.v � ® L_� EARL � F I w — PARTIAL— COUNYER W'i}!:PL51DF ,y; 3t'.X6•e 'x�-rn� 0 PACE OF hALL CHECK Tril-1 OX IF "'tG ;CR'r' 6CA-CN oP. P11� i �..� o SASE CA5IVET-00'D Or TION APPLIES a'rc n- r-=_N ELO _, ■ _1 T ^ CA51NET BACK -i;2' DINING - J o rR5M END OF 5"VAu 3 • ROOM FOYER CT BASE CAI5NET 2x".C 8'2x7'01 Z KITCHEN ISLAND DIMENSIONS ■■ ■ ■ ■■ fGARAG '"A'5F5 R `Dr? " _h'Rf 517 NCf ND TS Ar+C 05 11 5CA.LF: 24x3O.3'4'=1'-0' I 1 x 1 7.3'I G'=1'-0' 12---------- ---555 3668 4,'14 (2 2-5 514,1 3<se w':4• NOT Lf55 .AN'�2 13511 r�55554300/-?.. T 9 8-_ V_ _TMFT4C.AL 5.0'SC'nT 155524222. 4215550 TO 11111 2ARA,E 5,45E COVERED DUC15 IN 5511 GARAGE ANC 255155, d PORCH PENETR,nT NG TlE wA,01 CR CC ILINGS ENTRY 5 P RAT NG•-12 DWML NG 1,05^4 TnE ■ NC�CA-5 A'ALL 556''" 4'a_'.F _ axa•Ar' ■ G 67 5 4 A�f ■ 21-SAGE SSALL 511 CONS n�•C7 FC OF A ; O 3 T. �R1! NG 8tie CONC 3 6 JO J�n.RA PROVE,Gf SLIP �_E:OR d NISI„M x�6 6AL - �5451551-C ANC SnALI = _ _ __- _ _-_ __-' C1-L.MN ' napE 000425455 14 50 THE GARAGE ; •a I a-U "iiiT---------------• O 4 54 S TA N'5r 1i111EiGIT PS 5 11 3N ■■■ ■■■ °'T�_E EA., ■■■ M > O GARAGE 7064 PARTIAL FIB O 'LAN 'B' FLOOR PLAN 'A' CHECK Th15 BOX IF ISSUE HISTORY OPTICO PPL5 0 ARCH. LNG,. DRWnI Z O NO. DATE 055CRIPTION• APFVD Ez vez aY WHETSTONE ENGINEF'' ' &TESTINQ, GZ LL 0912105 51 G 5+5T.. 5054 1171111554405045,01 I -4251-525 510/55 2004 53rd AVE ENTON FL 34' g w > o a CERT1F1CAT' r ' O 0 5 1 1 2008 SHEET NO. NC S, ALL PLJSIBIIIG C° AND L M N'IGA! R /\ PLO -INS 1 5T 511 O..5L F'LF?F N5FFCTED AND AFPP,O`vF'i +�Q= '§.�a•.....»,'W..t�.`.3,N `■/,_J 5FFORE RSQUBSTINS 5-IS FRAMING 1N5FFCTION. SCALP 04x36 Ij4=1 -0" I I7. 1/5=1 -0" IJON. L.JA ON BERGER PE# 64003 SVF tot-5-Bttc aW_ 40-O' 13'-O' 11'-0• T-0' 9'-O' flL H a O O ■ ■ ■ ■ 14'-0 - O1 5'-8v2 10-3 1!Y ___ "�'"'L- cV W A v = ■ `CE55E� 'a LANAI $4 Q y b s 7 BEDROOM 3 �� 2--0 BEDROOM 2 - 40_ _16-0 6-0 r 4'-4• ,rpR- 4-4" Y b ai 4 ! jJ O PORCH 4,-0. 2.0. a■ a � I i O C 13'-4• T-4• 179' LIVING ROOM LL N z PRTI STB.I OT I .F ..C .- KLAN ` LAUNDRY - ■ 7'-8' - t ,.- -.-z 15-0- 5d' I,.°'hs � r .:.� 3.-0• g.,.1. 3._7.4 6.4. ■ ter• _-.* a� t BEDROOM 4 I to MASTER (D 14'-0' -0' 0 I I N BATH a O I - ■ m w • I 3'-I 2'8 3'-8' 6'-8' 12'-0' a■ ■ ES�ED a 1 f_�•q I I m OPT'pt, ND' -R \ I I I I C/] 16'.0• 4'-0' r ( 1 cR ra ■ 4 � 0 o �1l 4 Q PORCH 4 o ± N W.I.C. .:es Is oP 3 _ N I J \ / MASTER SUITE a1..IO r NDICATSb nE -@..4AF.F- INDCAT-5� Y 'R NCCNCRE'E ' 0 0 4 ------ _ _______ __ _ r' 1 IL D C'.L N-.1L0�J5`RCM F00 NG c� __ KN0C(L'L L:NT-L T_ m■ ----- -■■ z KITCHEN FL CUE _NT_nom F.-f.G1T.155Pcr:FED'_N - ' —�DJ 2 •i— t ■ Pte• � � 11 �'-1' � 3'-11' 3'-8" r 2�4'ti'-6•� 1Tfi' � ,� -• � PARTIAL STRUCTUR 'LOOR PLAN 'C' �Ak C�c uNc` ■ VZ- 3' ❑ a; W Q Cr1ECK Ti115 5OX IF 4 2'-u' a T ;O CA> 'R.'i LN REX",cr aFi2 C9 aF32-.B 3-0' 8-1' 4-4' ____ 2JSE_.,00-FlNE Rc� 3a -z A E 1�Az,&nEv OPTION APPLIESa Noce u`3LxK DINING JP GNu GA2AGf —GRDLTNG s1"wDA.w�s eecA5r JN1-5 :.onc non, ROOMYF24-08 a(24..3 JE a xN 2, Im FOYER LL �a. sc� IL • GONG.FILED,-m 14'-O• I T-a' 14'0 T-0' 1 s'-T aF6-oe ,5F ,5 Li IL I BH ± O w O & O .i b'PRECA T. • `CE55E� ■ ■ e-■ CESSED a U C0N'C.F1LPD.-YP 1 aFg'.g Nrtti OR µ1TP0Lr zEB li 2 CAR GARAGE 16-0 16-O' ' 1- 4'-0' 4'-0' Ln Y5 w o !Oi PORCH o COVERED z ENTRY LINTEL TYPES/SECTIONS ■', Q------------, ••I-----O------ O e o 5CALE 24x36: I"=1'-0" 53 13 4• f �a' * O ISSUE HISTORY 20-8 3-8' T-0' 1T-6 �1=B' z RCh vc z'N: DE5CRIPTION' APPv3 dn'-O' WHETsTON ENGINEEP" 6 STINQ f4 g "� 3Y PARTIAL STRUCTUR FLOOR PLAN 'B' ;2404 63rd AVE ON FL 94; 9 z Cs 1PLETE Puu Re oRx H; PC JEs Gsn p 1 w STRUCTURAL FLOOR PLAN 'A' a > o chIECK T IS 5OX IF CERTIFICArtf≤ N ATT0N b E' "" OPTION APPLIES r r 1 Z00p SHEET NO. NOTE' 1_L PLU A61N cLECTRI AL AN CAL '' �R �`n N .r BOUGH INS VEST 5[ Q PL GIN' ED AND APFRObE� ` JJ ' L, `� 0 ERGER PE# 64003 A2a BEFORE REQUESTING Tr F FRAMING INSPECTION. SCALE 24x36: 1/4=1'-O' 1 x 1 7: 1/5'= -O" J.O.N. SVPtot5-Btcyc jt =wFzf eANc p�m m FOYER b ,, _ - - 3;4'EYAhIF:R 19 T0.�ERE0 rOL. 1 __ 1 5�4 a 6-R1M W C V _ :2 3550-255h-N2 3550 q 3N8&!!A' IIIrtI!I 0D 1 3'-C AfF TEMPERED 5 L. i 4 C II' 15-0' 38� 8'-4 r 3•-1 5-7' r= '� . GABLE BRACKET-FRONT DETAIL 1 12- FT SCALE: 24x36: I-I/2'=I'-O' 0 PORCH 'T m e U I I x 17: 3!4"= -0" a, 52 24X 24U 2a x 6'm 8 y�-36'H PVC NCR.TE PaG FTG n SI ,. . �1 PAIUNG a 'N;3 A REP�R i' OF 3 8 6'CONC.COLDNN ■ 4 �_ _ — �q ■■■ �-4 li 13'4' T-4' _ 0� 12'-8 r 64' 20-8' Tr �UW 4 PARTIAC STR�TGT�Jft F Lf�OF Pf 1 PARTfAs EQUVATl1 C PE_ SCALo: 24x36: I/4'= -O' 1 1 x 1 7: 1/8'=I'-0' SCALE:24x36 1/4 '-0.� lx I18=I'-O 5.4 x 6 IM 4,4 Pr BRAG sr4,a RMI FOR 3 LANCE OF PLAN AN A2 D INFORMATION NOT ShO'VN rIERE. C) GABLE BRACKET-SIDE DETAIL CORNER DfAIL AT EN-RY 7008. SCALE: 24x36: I-I/2'= '-0" AwC FRCII ',6, 00046'CCWS LC I Ix 1 7: 3/4'=1'-0' 2'-a•.2'.6'0XC,BLS CUT Cuss +39.1 m ,'f,4 .f NDCW Rlwf SENT -d C f;AB.P w NGOW'DF`A!L T0,5 5n€T 2. r 4'4• 4-4' lt 70400 ,L>55 ' sE BO'O e- 1 12,O H. - t 2'O H. _ ELEVATION GENERAL NOTES: F �1 °w i2�`_1014 A°OUT', 2 1 T115 5'EE' TYFr r STUCCO t r 8 4'LA,'51DING. 4 0E"'"'C.4 STUCCO FOOT APPLIED P`_R YSN 0 F Off- � F- C 72 TYP+CAL Z 6'OH 1 6'O H STUCCO OVER WOOD FR0.UE Q — 2 _ 4'-4' r 4'-4' f 5 f31-CCAT STUCCO FIN15r APPLIED P-R A5TA C 926,rw0CAL vJ a 1/2' � F�[R`,r55�y,h'Gii5. JV RYANGJ' O UPPER CORNER 12'O HF_ 12.0 H ' CAL XCEPT o @ CAB-E5 DETAIL o J04606 TAILCUi5:5005RE 4' 2 r' coI4� SCALE: 24x36: "— O' r� L CL 4 w s Os . H 6'ON. _ - TYP KEEP SCR._. a ';R Of,bfa5OyRY �—a — 1 OF COLVN T", I' r 1 __ LOS 4.6 RM-YP 040 Q w GABLE WINDOW DETAIL c �I I �I r �� 4.4 aa1 N°cx Lu 1 1 5-,CCC F,Nt5n, MI F SCALE: 24x36: "=I'-0" 7 '2 =10 61 eFL q a o1 _y NC n�a / L—If r _ _E F1 E E _ L7cA1 n,:JRrR AL O - 54.4 Rol T`P'UL m .CAL —. _LIlT II+ Z `I64 CR F —3550-2' 1 ;2 3550 3068 w 4 r v'.5.- C 4,AR DR 9I „R,+CE ISSUE HISTORY 7 US15,L TOM RO ND P,•cA:_RY �c+3n._ +36,7 a _vG +32 +' ARC Ev.,. O4Pr' - �C�e�* nT - n1 tll a'a'C weecoRVER v T ����rr pp O w C�N Y NO. DATE D4=5C Rtr TICN A:i'VD - - `^I"�� � fIN e2 vez 3Y 39.7 R,M eNo 40,2 ncRT H,u_A f s Ws 36 90'�j��f AV E 09.2 xO7 6 6 !« MFJmv COMPETE PLAN RYhVORK M 6.I 002015040/01aDE040/01 ..Cc_-CINCK.t7 L Try 50EET FN'RY DOCK 5-Yf wt�'- R� C f1A '10N > o a DENOTES DF51GN'MND PRE55URE5 FORcoN1PONENTs NocuDoNG �� 20�8 SHEETNO, r?s� LOWER CORNER NOTES/J'/�'7'' �w zu DETAIL ALL E),7ERIOR TRIM 5'1ALL 5E ROE CE^.1ENT fF F\ I V L"!: V/ I>'OI.V N 3ER(aER 24x36 PE# 6400 SCALE T PICAL,UNLESS OTNER'MSE NOTED. A3 d : : I SCALE: 24x36:3/8'=I'-0" !x 6'= -O" U O_N, I1x17: I/2' 1-O"=I'-0" SVPtt5Bficjc TYPICAL d =o ELEVATION GENERAL NOTES: *c° ? �. F'sERG Ass srucca 3 3 r 8 o __ 5nING�5,TYPICAL STUCCO FIN!5n APP'L;ED PER A5-M FAsC a,w,CAL 000 FRAME. '^cn - "EXTLRED - O'/E RrANG5. STLCCO FINISH. AI CU75 L ExCE P7 6''�GA�E5. 'rPICnU.U C.N- _ � TA4CUT5:SQUARE. � d� UON 3 9M51 GRACE - -3d.0 FIN15r GRADE E" a 5 t i rKt fir--✓ fir±.`/ ` `^r �RCrr�C"URAi F`A"LRf."!'real RIGGf 1.`� _ .`IBERGfA55 "-- N UM TOP OF MASONRY j - ASCIA.TYPICN. m 6'ALL'VIN ` m+ NT INFO ROOF VE oU Nr EAz EFT j _-- LNti1Nl -t m RIDGE:vNT �G FT *YP_� `EXTUREC 5'UCCC o NE"FNF_? R CML TYP. - C.N. K O w -- T ---- aSFG4Df _-_-__ _-_-_-_ _-_-_ l' ui 5ERVU DOOR Gz ce o ♦5L.C e,' W n o .. p ARC'tl"ECn,Rat T`ATL'Rf.TYPrCAl. Q O SEF GnBif DESIGN,SnEEr A;a �I j a rI� 6'?yL'MINUM _ _DP OF 4.A`XJNRY Cn 51DF Of COLLMN 1_ ____ F.NISn, I I - q'TAPDI-RIM O\ DRI'EDGE.M. cp N o W TYP TEND STONE -obi c0 O 2'O`ROY FACE ISSUE HISTORY 1201 A'c . ENG. r'Rh'N LUL �EsceIPTICN _ _ WNEtSTCNE ENGINEF' TESTING, I 2 VCR BY 6.!w N+E,'m;: CO'd'�ETE'v.N RfwpRX 2004 63rd AVE E ` TCN Fl 3421 g z 136 0 3e""^P` RA vG 9M RAJE q V � F T CERTIFICATE T CRi' ION M 9` 80- > o 0- P 2008 SHEET NO. BERGER PEA 64003 LA4d ALL EXTERIOR TRIM SHALL 5E F15ER Ct%it , ' ' R A "fit \[{ L! T PiGAL. JNLE55 OT7P�hg5E NOTED_ SV1=tot 5-BfGc AyfD DP.Ar5: is 2 m L�sE�R :.. —' AFL Ns o0 __ GARAGE =- I COYER o o xcRoc�5 x Ma5T p suaE t� oPeN re i V cetN ro x OPeN ro = o o FOYER DrvING ZU i x 11LL'/fA" x x 1 o i o vcn°N v 6 o i i V o i J\ o U 4 0 a ,q a ^ 1 i' ______ ARCHED OPENING FROM KITCHEN TO FOYER ARCHED OPENING FROM DINING ROOM TO KITCHEN HALLWAY FROM KITCHEN&DINING ROOM ARCHED OPENINGS e DINING ROOM CID o, 2� �o• i s�a-�D wau I m v EQ , 2-0 r1 EQ h3024 W302 Rv,r A--NF +0 31 JIB,wall (r _ m� a 42^URecR l� mnwzoR.� q & +c Fx Nt p a Q i N 0 0?vvc < i ql f �� it 211V W000 �'�u ml _ o ° a SILL �: �' a•aAcx x 4';Plpgn. o x ^ �I —_ I ^ICI FhL1 . - _ I ______ __� v v � � ', _— _ ¢ Q z WALL AT ENTRY E TRY TO HALL AT POOL BATH MASTER BATHROOM MASTER BEDROOM SECONDARY BEDROOMS ISLAND PROFILE FROM LIVING ROOM TO KITCHEN z _ SILL DETAIL Q x NOTE: J \al < ( ART NICHES 2 1ARDIBACKFR.s REQUIRED 24"ABov= BATHROOM CABINET ELEVATIONS GARDEN TUB DECKS AND ON TUB FACE, C p 1/2'NARDIBACKER 15 REQUIRED TO TtIE CEILING C p FOR ALL 5hOWER AND SrIOWERTUBS. _J 3 Qo r v e 6•DROP / W N �soFF'T s h3030 v1630 A30,4 v"530 W39i4 v1630 m O a E _� " - z r F / L P`M103024 PhM03024 ~ _ ~ DP'4 TO t W _ U O a 2 / U z / EP,To ZI �9L \ � III 1 a'9AGx OOM1 pi Z I U OPN'. ., a O t - 4'9PCK-L`. '--, —— - --• .,I v a O' q m tr ire.rt75 wrtr q m — — �,vK SP_i5n m a < o CC V24_4 ON TOE CULE B30 530 P.ANGE 5 i 5 �R REPR. 515 N ISLAND PROFILE FROM HALLWAY TO KITCHEN ISLAND PROFILE FROM KITCHEN TO HALLWAY ISLAND PROFILE KITCHEN SIDE KITCHEN AT RANGE KITCHEN AT REFRIGERATOR NOTE N^1E P'F,�=5EE e KITCHEN CABINET Ej4\( J,QEEA TF' o ISSUE HISTORY 40°K.W r,EIG+IT APPLIES To INNATE ToF5 ONLY. IFEW IcTioN t, Res ORCA5iN saE-FICA-1aNs NQIr - ARCM ENG OR'h'^_ FOR 5OUD SURFACE SET TOP OF K.W 42" 2004 rd AVE E P' N N I No OATS OEscRIPnoN• A�P,� @ 63 v[R VLR By v t r I— AFF.SEE SELECTIONS FOR COUNTER TYPE. CERTIFICATE r�. fZATIC �g9 �- a 0921�0? 6.1 6.1w MFJmv COMPERE PLAN RtwOPK�6 uPGc5 ".�Osn Zoos SHEET NO. L.JAS BERGER PEA 6 03 INTERIOR ELEVATIONS AD1 SCALE 24x36: 3'8"=f'-O" I I x 1 7:3/1 G•=I'-O" SVFiCot5-Btoc L_��y5 Qo�6F J � a r7 M A O � CV y'C n Q c% � � C� N A wwC.J C7 U m CLOY 0'-0' G—F0L CAT cN o O w CO 5O OF A' .(� COND.-NIT TA8LO A. �3!2 T riCK CONC<LTE FAN ER-OCATION 45=4`D PE`1c V'R5 I — i scR ns SIZE c�cv5 I JNC 2 EAGr_ �l 2' C 24'PER 51Cf 2 _ _ _ _ in -" W 3'-0 32 PER 525 3 • ° I— O • E Q d 5CR0W N) 2REAT2RTAN 36' GA5KfTED AA5'-R R 5'DE OR MORE 2(512552 PLAN 2'CA-!LCCATON t Z MAN 5.T95 C"ENG NJMBER PER TA e2 O A'"750 51EEi. 1— A/C PLAN DETAILS ui o�ruhf cF Z CND ✓NIT � CO Y�4-CWf NW1 P NESn SV3 G,l KF"'_D 6131-` =CA'Oh t hJMB-` PER-'E lLf'A'r7i5 1� GRAJE S1Ef' (.0 O` PN�3r AIDE PO cp N � O ISSUE HISTORY 3,2•T"„`=` z scNCRETE Sue SeED o ARcr+ ENG DR`AN ELEVATION P-RACM`R5O o NO DATE VER VER BY DE5CRIPTION' APPVD -'^•" •" F- 920 G. G I +nLI, CONIP-ETE PwN Rf&CFIA a G I UPGRA;f5 MO �C P r 71N ,INC cc Q z �� � INEERIN a H o n SCALE:?4x�MOA 31 AVE," ` N 34203 CERTIFICATE OF TION 0 9298 p SHEET NO. 2006 DETAILS SE AD2 5CALE k5 NOTED L.JASON BERGER PE# 64003 SVFtot-5BtGc LT' S N I i I I I '^ 40 I DOGE FNT I I ------------ ----J I I 1 I I I I O I I I I W I I I F~�r-�j'� ! eF I I I I � ► ;� I I I � O I "a -----------------r�-------. m N 0] � I PA II RE QFU L Rb _ J I C T ,^ vJ � o off zJGE•YET C`°RJ0GE';EH` LL z I I I I ! I I I I ! ! I I Q I � O 0 I � L� o d 0 ry 35 rn o --------------------------- o O L --------- -------------- ------- ISSUE HISTORY o AC E G. R'NPo W VO DAT° vR [R 3V D RI O ESGP?ION' APPVD �. 1 � 9;Z ,gym E,E P HR N �; P A E5 a-s B . RC Q �P x fir, ROOF PLAN A WHETSTONE ENaiNEl<a'�' STING r Z 2004 53fd AVE 2 ON 9 34 OPTION AF?L[5 0ERTIF'ICATE f / QN SHEET NO. ROOF PLAN GENERAL NOTES: ROOF VENT INFO. " 200$ VLR'--G T ����NT ��E =F�F. '�A,\y' AD3 2'tt'C 1 xCE PT - z.fF. '`i vl ��Ax.Y � �!\1� . U D� _" - �� �` '� E$ERGER PE# 640N; L f RIDG e s 4 — 5CALE: 24x36 I/4 I 0' 1 !x 1 7 1/8"=1'-O SVF-Lot 5--Bkkc 1 ELECTRICAL LEGEND ELECTRICAL NOTES 51NGLE POIE 5'MTCH O DISP -• I;NIE55 O-IIERM5E NOTED. SMCKE DE�fCTOR O D+SP05AL 'J1:5L h o- F- R[n,RE 51f a.4R r cv E¢_D EVE iF"7E 5Cx ru BE 2'Lf F..,ENERAJ �(�c� ._.' �_P r,�-_„ il Ins al I I eo'an r ,used 9 sf eps o-o- OT THERMOSTAT LALN DRY ROOM 3o A F.F. .po petit MER 5';r?TCH CEILING.`AV FAN ® EIiCTPJCAL PANEL _X"ERIOR wArAL FU€1 12'A.F.F. CEO'AG FUTJRE Ptz2wirzf E FMR .,.RAGE GENERN.PUR.�OSE a2'0.f F. '+VEL RA VISE 2 A F.F. SCONCE DOUBLE 24 FLUOR 2372324/CANER 2 ALL TRV ,.ATF5 AND CG1CC5'03€M4310,4YE,RE ,55810 . IC— INTERCOM 515iE+A :al O OLr DU%EX OAT LET LE DOUB a9'FLUOR X-F RE 4/;DIFFUSER 3. :ECR7CAL sw I^TCHES r0 3E 42 CEh-fRLIVE A4/€/'/3 F'.NISHED'A3. /0050 w�c5C 1y 1 IO',OI T 54/704/20020727 E 24 B FL f DOUL ' UOR XTU3f GARAGE DOOR PV5r1 BUTTON 4. E'Pc-M.AL'LAV 15 NTCNDED FOR 5r PURPOSE;CNLY. AL'ACR(54/AG - • �.r 110 ARC FAI-T CU`LET 000 3-4/CEO 4/AG'IC 304/7 237/31 BE DONE IN 513/07 ACCORDANCE 1T4/14/3 VA'CNAL EGCTR)CAL CCCf.'_A-E57 ------ - ---------------- _ DOUBLE 4d'rLUCR.F'XTURE ECIIIOA,5Y A LICCNScD 31iCTI/,C2 CCK"RACTOR 4/PO 5hALL BE RE5?CN5IBLE - GROUND'ALL'OUTLET AF A� FOR 14/3 NSTA_1Ai'CN AND SIZ vG OF AL EiECR7CA:,wiR1NG AND 3000554/425. VtAThCP,PROOF GFI OUTLET SIN LU GLE 48'FOR.`INURE C 6A11 FAN 5 MCK 531107035 SnA L sE vsrau C 53 p• CE7 57 NFPA TOA. r BEDROOM 2 BEDROOM 3 220 VO!7 OUTLET SMOKE DET-O'DR5 STALL sE vT,R.,ONNECED AVD CAPAalE Crt pPTRAT'9G ON LAND ACCESSIBLE 9 I'ER AC OR DC,BA'-ER)E57. - 5PECIAL SERVICES OUTLET - 54Th FAN NITH LIGHT ,, POOL BATH 11 EN-7Rf0 SF6'ERED ( Y o. ARC`AJIT REC P'ACLES+N AL:BEDROOMS PER FKC 2CC4 14/CAL >N PREw KE °w"FARE r.V.OVT'_ET AF '. 7F_EPnONE 02707 IiiM EIPCTR)C METER I ' AF AF 0 RECESSED L.GHT O 1 L O�y CrIME5 COCK BELL CIA//ES \ MOISTLRE RESISTANT RECESSED LIGHT =�- - A? / -0 COCK BcL / r OEYEBALL TYPE RECESSED LIGHT /�� AF © MINIATURE RECE55ED LIGHT :- OPT / OPT 'OP Gf NA�ONRY - CP OF vA5CNRY ` .., :: I / fi r I _ O C7 --. - — - 6g• r 3•_g• t <v1 I LNIN ROOM I I I �. �'�--� � �W i`„tTLREC .1'000 Fm'Isr.mx;A,.u o u 2•_6. m _ ,� :.�; i y t -_f - LAUNDR 5;4+6 AF v SCR 5r4.4 wM. ItA. O ROGRf55 5'C1 O ^ Y Q_ i -F • /153 22 y° I—b 3-T0 ! A 4 5 --� � BEDROOM 4 `J • o \� A2 \ ' O 1 I N-RY E CY -IN15''.GRADE G. .T F!NL5h GRADE O :. I 1100w Q 1 � _ ' v ❑>?E� 5 OPr it in. \ WIC MASTER SUi+IA-R�41�f SCALE: 24x36 3/8°= I'-O' x 17: 3/ 6'- ION 'C' \ k (n ui ELEVATION 'D' ELEVATION ' fl I / KITCHEN � �o = v o T ' f i ' -&" ' ' )1 of M 5CVRY oP o vA5ONR r z's' I 1 �1 I REF I RfLE55 v ; 4 LC�C 9N15n. _. ii' t n 'A ___r : __j - 1 Y o ,'- e , : } KIT E -11 T E 6'-5, A L RC �. >u r / e EE ° I . SCALE:24x36:1/4' = I'-O' H417:1/S=t-O' U.O.N. �cKD - II 4 SCR E 300 520 o DINING ROOM Q __ IRRIGATION q, I / FOYER AiO5 t5 s a a LI ER 1*33 5oP J a tVYLK q 7 4 o oa m I 11 _ RCA a=+. N M I • 4/IS"„R,DE Fl413€ 3/A ______IA 3 I " COVERE o ELEVATION 'B' ELEVATION 'A' 7' si ENTRY' / w c0 N Q R r=N� O rg' 5GALE:24x36 3/5'= I'-O' 1 1 x 1 7: 3/I G'=1 /'-O" ISSUE HISTORY - --- - i.--------- A `-------RCH. LNG. D ^' 0 0 NO DATE VER VER BY DESCPoRTtON' AFFJD # F- 09'2 I!C7 G! 6.I« M5'^v COMPLETE PLAN REIVORF rd 6 uPGRADE5 MC/sn ° -� ���P ELECTRICAL PLAN 'A' CL liii ji ELT LC `[ ' ----------- SHEET NO. ________ K3AA El SCALE. 24x36 1/4' = -0' ! Ix1T S1 -0' LION SV1=tot5Btoc r nI LANAI A�c1 ssieLE 0 44, 7 ' POOL BATH - BEDROOM 2 BEDROOM 3 _IcR__ CARPETED CARPETED O F ------------ ... ----------'--- V W LIVING ROOM PETED CAR --------------- �c� LAUNDRY. -u' U BEDROOM4 CARPETED MASTER 4' m BATH a � i ii OP1'CIJ: VG I ER — m yy.I.C. ❑ -IES Q KITCHEN Jj I MASTER SUITE - :s01 0, 0 J c Q OPTIONAL z - ----- (25i w f r z uNOR �' C DINING ROOM T3, 20; cR D- necxi D-, G P<Cl (9 FOYER OPT a tt;es seR.Icr. 5F J _ (24r _ _.. 4051`OP - ,F, _ 0 ".IE5 0 CONC.FLOOR M � O O N COVERED ENTRY <E co o 2R0Y4 15410 GONG ROOK I Z ISSUE HISTORY 23, 0 0 0 AR1 E!JG. �RWN NO DATF DESGR1P70N' APPVD VAR VER BY 09-21'0" Gi G.'e 510 : CD5' LET1 PLAN REEAORF tir G I U'G 4D1 MGsr Q N W L J W Q 2' > o 0- SHEET NO. O G PLAN TYPICAL fLO : F LC .GRIN NN Fl FR ALL w. 't� FOOR ALL ELEVATIONS ° SCALE:24><36I/4" = I -0 I lx i7 I!b"= .��0 SVPtot-5Btcjc o1 F-- -----1K 1 1 I Q t r c LANA1 ACCESSIBLE POOL BATE/ , I V BEDROOM 2 BEDROOMi 0. ::1tu�J p 1� LAUNDRY ✓��i] LIVING ROOM o C9 MASTER N BATH O �� a m o BEDROOM 4 a � ® m nE TIS OP' y aCi APPLIES. LEGENDL KITCHEN ❑ .d o CC R r "DEER r MASTER SUITE G o F Y o RED T rt_ R z R TERN 'e O 8 R=�VRN A:R o� R AM S `� •''� V 66 L2' RE5n A DINING ROOM F nL_ - OPTi_ GARAGE Q O Fl,ENT +XJ51 FO Z EA'n=A" FO R ❑ ue5 Z C U w Lo ` r p N i xj �3 CD ISSUE HISTORY ' 0 O O A ENG �RWfv _o 0 NO. DATE DESCRIPTION' APPJD NCR ER VER EiY Z N Ll1 Z C9'2 i!0; Al 6.1« MJr<v COMPL!'E PLAN RE'NORK wi 6.I U?GRADE5 a > o a SHEET NO. N�TE I E A E,C H N I f� A[ P.tC NICAL LAYOUT PICAL NCR ALL ELEVATIONS SCALE:24x36:I/4 = 1-O" ! x 1 7: l!5 I'-O" SVF Lot 5 Block 1 V. WIND LOAD NOTES: L GENERAL: HI, MASONRY: 1.1 SPECIFICATIONS = FRC 2004 3.1 MASONRY WORK SHALL CONFORM TO THE PEOJIREMENTS OF ACI 530 5.1 DESIGNED PER FRC 2004 (2004 W/ 05 & 06 SUP) & ASCE 7-02 1.2 DESIGN LOADS: (CURRENT). 5.2 BASIC WIND SPEED = 120 MPH (3 SEC. GUST) TCI_L = 20 PSF TCDL = 7 PSF 5.3 WIND IMPORTANCE FACTOR = LG 3.2 MORTAR FOR ALL MASONRY WALLS SHALL CONFORM TO ASTM C 270, 5.4 BUILDING CATEGORY = II c. b BCDL = 10 PSF TYPE M OR S. 5.5 HIND EXPOSURE CATEGORY = C 5.6 INTERNAL PRESSURE COEFFICIENTS (GCpi) = 0.18 1.3 ANCHORAGES SHALL BE HOT DIPPED GALVANIZED, AFTER FABRICATION 0 o PER ASTM A 90. 3.3 ALL CONCRETE BLOCKS SHAD_ BE STANDARD AE:CHT BLOCKS 5,7 EXPOSURE CATEGORY = ENCLOSED CONFORMING TO ASTM C-90 (fm=1,350 PSI (MIN,)). a' 5.8 ROOF DEAD LOAD: 4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER 1. 4 GROUT SHALL CONFORM TO ASTM C 476. = (USED TO CALCULATE UPLIFT RESISTANCE) 11.8 PSF U VENDOR-PROVIDED EXTERIOR CLADDING SHALL COMPLY WITH THE FRC 2004 INCLUDING THE DESIGN CRITERIA SET FORTH IN THE FOLLOWING WIND LOAD NOTES. 3.5 USE FINE GROUT FOR COLLAR JOINTS 1" 'WIDE OR LESS AND 'WHEN 5.9 ROOFING SYSTEM = FIBERGLASS COMPOSITE SHINGLES GROUTING CELLS OF HOLLOW MASONRY UNITS, 'WITH OR WITHOUT VERTICAL 1.5 EXTERIOR ININDOvWS & GLASS DOORS ARE REQUIRED TO BE TESTED IN REINFORCING. USE 3000 psi FINE GROUT (3/8" AGGREGATE MAX.) WHEN 5.10 COMPONENTS & CLADDING (GCp) (ROOF): ACCORDANCE 'WITH ANSI/ANIMA/NWWDA 101/IS2 STANDARD & BEAR AN ANIMA GROUTING BOND BEAMS & PRECAST UNITS. ROOF ZONE 1, NEGATIVE _ -1.00 OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE ROOF ZONE 2, POSITIVE = 0.30 CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. 3.6 CONVENTIONAL REINFORCING BARS (VERTICAL & HORIZONTAL) SHALL CONFORM TO ASTM A 615 GRACE 40 (MIN.), DEFORMED. 5.11 ROOF MATERIAL WIND RESISTANCE RATING = FASTEN SHINGLES IN ACCORDANCE WITH FRC W w� 1.6 EXTERIOR WINDOWS & DOORS SHALL BE ANCHORED PER PUBLISHED 2004 AND WITH ASTM D 3161 MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE 3.7 PROVIDE CLEAN-OUT OPENINGS FOR EACH GROUTED CPU_ 5.12 COMPONENTS & CLADDING (GCp) ('WALLS): SEE ELEVATION SHEETS SPECIFIED, 3.8 ALL UNITS SHALL BE LAID NITH FULL MORTAR COVERAGE ON FACE 1.7 GARAGE DOOR STALL BE FASTENED w/ MANUFACTURER'S TRACK SHELLS. 5.13 MAX. NET UPLIFT PER TRUSS BEARING CONNECTION = SEE TRUSS LAYOU BRACKETS US:NG 1/4"x1-1/2" HEX-HEAD LAG BOLTS FULLY SEATED IN PT 5.14 MAX. NET UPLIFT PER GIRDER BEARING CONNECTION = SEE TRUSS LAYOUT. 2x6, #2 SYP (MIN) DOOR BUCKS. FASTEN BUCK STRIPS TO MASONRY WALL w/ 1/2"4 ANCHOR BOLTS w/ 2"0 WASHERS @ 18" O.C (5 MIN. PER SIDE). IV. FOUNDATIONS: 5.15 FACTOR OF SAFETY AGA:NST OVERTURNING = 1.5 Q� ANCHOR BOLTS SHALL BE CAST IN PLACE 2.1 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO ACI 301 5.16 2ND FLOOR EXTERIOR WALL SHEATH;NG: FASTEN 15/32" W:NDSTCRM SHEATHING TO, .8 MULLONS AND D SCENT DOOR ASSEMBLIES ARE REQUIRED TO BE (CURRENTI, SPECIFICATIONS FOR STRUCTURAL CC CLAC CR BI I DINGS, ACI FRAMING WITH 8J N,TILS OR 0.131 P-NAILS AT 6" C C. ALONG THE TCP A O ND BS��T .� P�_ATES, (n TESTED OR ENG.NEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO 302 (CURRENT), GUIDE FOR CONCRETE FLOOR 3. AB CONSTRUCTION, AND 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL EXTERIOR SHALL W THE ROUGH OPENING STRATE, C^, �, SHALL 318 (CURRENT), BUILDING DE REQUIREMENTS S FOR PDNFO .OED EXTEND FROM THE BOTTOM PLATE TO THE TOP MEMBER OF THE TOP PLATE, p ti CONCRETE. Z 5 17 WOOD-FRAME SHE AR'WALLS: FASTEN 15/32" 'WINDSTORM J 2.2 CONCRETE SUPPLIER SHALL PROv'!DE A MW ESL_TI NC MIN HUH Q a SHEATHING TO FRAMING KITH 8d NAILS OR 0.131 ' P—NA'I_S AT 3" CO _CND HE TCP AND w COMPRESS`•;E STRENGTH AT 28 DAYS fc 3I aS HE TJPED BY BOTTOM PLATES, 3" C C ALONG PANEL EDGES, 12 O.C. ALONG INTERM_DIA E SPCRTS TEST NC CYLINDPCAI SPECIMENS PIP AS "A PROVIDE 2x4 BLOCKING EDGEWISE AONG HORIZONTAL PANEL JOINTS, SHEARNAL_ ENDS SHALLII (C� WOOC FRH"1IMG: BE DOUBLE STUDS FASTENED TO BOTTOM PLATE `0TH ONE (1) S,MPON S LTTO TEN CN TIC 2 ,; U 3 2.3 SUB-GRADE SHALL BE FREE OF ALL ,'EGET `T N AND OR„-N C D r3 0 P,1 TFRI L . WITH A 1/2" EPDXY SET ANCHOR BOLT WITH A HANi�FACTURER'S PULL 0U „AP-CST( CAF 1,-'50 Fc-- 3 4,1 TRUSSES 'HALL BE DESIGNED PER FRC 2004 AND TPI SPECIFCATIONS POUNDS (MIN). FASTEN TE NSiOP1 TIE TO DOUBLE STUDS WITH 110-1 6d `JA�_S o A.ND CERTIFIED BY A :` CFFSSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, BRACING SPECIFIED BY THE TRUSS MANUFACTURER (INTERNAL TO 2 4 PAiNiPAG"A FOOTING CO'dER SHALL BE 12" EE!0, FINISHED GRADE 5.18 ROOF SHEATHING: FASTEN 7/16" APA RATED SHEATHING PERPEND C_!.AR T,O FRAMING THE TRUSS SYSTEM) "WITHOUT FASTEN:NG INSTRUCTIONS SHALL BE FASTENED 2.5 A LAYER OF 6 MIL POLYETHYLENE SHE?TH'NG SHAL_ BE Pp,''iDED AS A WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG FASCIA, 4" OC. ALONG PANEL EDGES WITH 2 16d NAILS PER BEARING POINT AT CROSS BRACING, AND 10d NAILS VAPOR BARRIER UNDER THE SLAB. AND 6" O.C. ALONG INTERMEDIATE SUPPORTS. 8" O.C. ALONG STIFFENERS (I.E.: 'L' AND 'T' BRACING) AND 3-16d NAILS TOE-NAILED AT END BEARING CONNECTIONS. 2.6 SUB-GRADE SHALL BE MOIST DUR:NG CONCRETE PLACEMENT. 5.19 ROOF DIAPHRAGM: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING 4.2 TRUSSES Q-HA.L_ BE BRACED IN ACCORDANCE 'WITH THE TRUSS PLATE WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG DIAPHRAGM BOUNDARY (FASCIA` 4" O.C. BSCI 1-03. 2.8 CONTRACTOR SHALL ENSURE THAT N RE CT`OR TC RE3ARN THE LONG PANEL EDGES, 6" O C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2 x 4 BLOC'YCING INSTITUTE'S (TFI) SLAB IS :N T,CCORDTNCE WITH ACI 318 ('CURR'ENT('CURR'ENTH. EDGEWISE ALONG HORIZONTAL PANEL JOINTS. 4.3 ALL STR L TL IRAL LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) CONCRETE CAST AGAINST EARTH = ("0,"(ER MINIMUM a o.N. 2.9 SAW CUTTING SHALL BE N ACCORDANCE ';hITHH ACI 3J2 CURRENT: SAW CUTTING SHI_L TAKE PLACE AS SOON AS TH_ CONCRETE SUR=ACE IS FiRM RE` EsVED FOR CO`AP_IA I—'� N�E I!TH TE 4,4 I L L OAE FEAR NO FRAME WALLS SHALL BE STUD GRADE SP (MINI ENOUGH NOT TO BE TORN OR DAMAGED BY THE CUTTI J; BLADE. AND LOAD PRO`✓ISIONS 0 THE 20C4 STUD SPAC:NG AT 16" O.C. WITH DOUBLE TOP PLATE. TOP PLATE JOINTS F ORIDA RESIDENTIAL ODE (FP'C) & SHALL BE LAP-SPLICED A MINIMUM OF 48" AND FASTENED WITH 15-16d 2.10 ASSUMED SOIL BEARING CAPACITY IS 2000 !BS PER S''. FT FLORIDA BO LDING CODE (FBCH 'NAILS. 05 & CE S PPI :r,1F7` � r TE 4 5 r NON AD BE P,NG FRAME WAU_S SHALL BE STUD GRADE SPF ALL OTHER DESIGN �r 104249SHEET NO. �:+IN) S S LNG �T 16" O C THE RESPCNSIB'L 1Y $i ;4 � N 8 99 COATI p* ZAP i 2008 S-1 L. _' ,SCN BERGER. P E ��ATE PE# 64003 L.JASON BERGER PE# 03 SVF Lot 5 Block 1 8" C.M.U. 2x4 SPF STUDS °O FINISH INSULATION M PER ELEV. 25 LAP MIN t 6 G.G. W i 1 #5 DOWEL 2" GYPSUM BOARD EXPANS ON JOINT q o FINISH FLOOR TYPICAL 3 t/2" �3 1/2" (1) #5 BAR CONT. CONC. SLAB 3-1/2" STEP- _ ¢ C CONC. SLAB FINISH GRADE f 3 1/2 00NC. 3-1/2" o �CONC. SLAB � -� ' 1�- ..� : � • ;, .. � �• �� _� !ter � � A., FINISH GRADE CONT_ 2 #5 BARS CONT. 2 #5 BARS CONT. ( KT EXTERIOR MASONRY WALL FTG B THICKENED SLAB EDGE C THICKENED SLAB @ GAR. (NON-BRG.) (5 EXTERIOR DOOR SILL H� S SCALE N.T.S SCALE: N.T.S. � j SCALE: N.T S. - SCALE: NI S. - : . VERTICAL WALL REINFORCEMENT (1) #5 DOWEL PLACED TO 25" LAP MIN.1� 1•-rl MATCH VERTICAL WALL #5 DOWEL REINFORCEMENT (LAP 3-1/2" CONCRETE SLAB w/ ►� SPLICE = 25" MN. ) FIBERMESH (f'c = 2,500 psi (MIN.)) 3 1/2" CONC. S!AB 14 ./2" FINISHED FLR., 8" C.M.U. DRr,IE'��rAY o 3-1 j2` CON'C. SL�B -- FINISH PER. ELE,,. z„ x I � Q I I IJ I t=III-f I Fes' II�II IRE III C j 8"x16' CON RETE FOOTING FINISH GRADE EXPANSION JONT III IM III I�ILI�I I w/ 2' #5 BARS ��r•JT. = I IQ— ' t�i1t- I (f'c=2,500 FSI .`MIN )` �, 24"x24"x 16' FTG W _ , BARS 1 4" 2 #. BARS CON T. 111�11T 11 1 �,—. 8" 0.C. E N. Z " CLEAN COMPACTED• TERMITE 2 Q NOTES: H4 \TREATEDSTRUCTURLF'_'� p FREE OF ALL RI Z GARAGE DOOR RECESS 5 1 GROUT CELLS SOLD BELOW FINISHED FLOOR. DEBS MASONRY COLUMN FOOTING SCALE: N.T,S, 2. FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL 'WALL ' SCALE N T S REINFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELEVATION 3 ,iTh, OPTIONAL STEM WALL FOOTING /2 'rP J'' D 1/2'R x 8" ANCHOR BOLT 0 2x4 OFF STUDS Lx' �rF JDJ SCALE N.1 LAP MIN h/ 2" HASHER © 18 O C.6" oc \y : .S. 1 r 25" � � E 5�8' x 8" 8" C.M.U 1 #5 DONEL i/2" GYPSUKA BOARD ! S!MPSON TITEN HD FINISH PER ELEV. NSULATION ANCHORSSTEP 3-1/2' CONC. SLAB 3-1/2" CONC. SLAB � COLD Jn,^iT mI =I _________ #5 S 1'_A" 2 '5 BARS CCNT. (2) #5 BARS CONT. FOOTING @ INTERIOR BEARING T MASONRY WALL FOOTING @ PATIO ( s, THICKENED SLAB @ GARAGE (BRG.) -2 ' SCALE N.T S. j-� SC N.T.S. SCALE: N T S SHEET NO. WHETSTONE EN(31N�' TE6T1 NC. 2004 63rd AVF ANT9frFL 403 REV:EvVED FOR COMPLIANCE ',MTH THE 'WIND LOAD PRO ISIONS OF TE CEBTIFICAY C ' ATION t 296 2004 FLORIDA RESIDENTIAL CODE (FRO) & FLORIDA BUILDING CODE (FBCI L. JASON HERDER, P.E. DATE -� (w/ 05 & 06 SUPPI_IMENTS) & ASCE 7-02. ALL OTHER DESIGN PE# 64003 r 1 200$ ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. L..IACf1N BERGER PE# 64( SVF Lot 5 Block 1 I o r-. REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR NO SHEATHING JOINT HERE w M ROOF DIAPHRAGM NAILING SPECIFICATIONS. 7o 2x SYP 'L' BRACINGS @ 24 0 C. ' o ¢ w SEE TRUSS ENGINEERING FOR SIZE, EXTER'OR b 2X6 SPF w/ (2) ROWS OF 12d EXTERIOR ., o LOCATION, AND ATTACHMENT �� NAILS @ 12" STAGGERED (EACH FiMSH� o s � ROW) #5 VERT. WALL REINF. 3" MIN, 1/2" J-BOLTS N/ 2X BLOCKING (LADDER FRAMING OR GROUT CELLS SOLID 2"0x18" WASHER SPACED 6 PACKOUT) @ 32" O.C. a 18" O.C U FASTEN wl (2) 12d NAILS 5 PER SIDE MIN.) w�� TOE-NAILED PER CONNECTION El �7 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" O.C. TOP ( • O� & BOTTOM FIRST FOUR (4) FRAMING BAYS o GARAGE DOOR �w MIN. @ GABLE ENDS FASTEN TO TOP I FASTEN 7/16" APA RATED SHEATHING H & BOTTOM CHORDS w/ 3 16d NAI!S (TCENAILED) EACH END TO GABLE END FRAMING w/ 8d NAILS @ 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS 4 2x8 P.T. #2 SYP JAMB 8" 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 TRACK/BRACKET FASTEN �NTERIOR PER 1H1ANUF. SPECS. ATTACH GABLE TRUSS TO w PLATE WITH 16d @ 4" O.C. STAGGERED 2x4 #2 SYP NAILED To BLOCKING w; 16d GAR. DOOR TO BLOCK ATTACHMENT DETAIL 2' S.R. GYPSUM BOARD NAILS @ 6" O.C. FOR GABLES OVER 24' LONG PLACE SHEATHING FLUSH J-3 SCALE: N.T.S. Q� DRYvVALL SCREWS @ 12 o.c. N1 MASONRY i "J" 2x6 P.T. SILL PLATE WITH 1/2 mx 12" "J" BOLTS @ 24" O.C MAX 0 GABLE END DETAIL J x SCALE: N.T.S. FASTEN ROOF SHEATHING w/ 8d NAILS L w 6" EDGES, 12" IN FIELD & o 4" O C. ALONG NAILER U � i SiVP�CN MT 3 'V TRUSS BELL"ir-\\ �. O O 2x6 SYP SLEEPER W/ (3) 16d� NAILS @ EA. T4USS� RAFTER REV.EWED FOP Cr. P A.L,CE ,,.TH THE ENG. "Ru,SS WIND LOAD PR JISI NS OT TH.E 2004 FLORIDA RESIDENTIAL CODE (FIRC & FLOR:DA BU:LCINC FCC (, / 05 & 06 SUPP:_:DENT), AND SCE , ---2 END ALL G rER ErS T. THE R SPON� B'' ' SHEET NO. 4 6rd AV bYJ 3420 r VALLEY-SET ATTACH cER7IFICA7E Rt7 ION # 92MENT DETAIL S-3 STA'E: N.T.S. L. JASON BERGER, P E c t 008 PE-- 64CC3 L. JASUIN 6EhUE}B E- 540U3 SVF Lot 5 Block 1 O END. ROOF TRUSSES #5 BAR ,w/ 25" (MIN.) 00 M ROOF SH NGLES 0 24 . LAP 0 SPLICE (GROUT CELL w r TRUSS ANCHOR SOLID) SEE FLOOR PLAN SEE ROOF FRAMING PLAN _ �R 19 (MIN.) FOR REINFORCED CELL - _ T _ FIBERGLASS INSULATION. LOCATIONS SEE NOTES 5.18 �� • .�_��� w & 5.19 (SHEET 3-1) FOR ROOF NAILING SPECIFICATIONS #5 (MIN.) DOWEL INSULATION BAFFLE EPDXY-SET N/ SIMPSON r ;��- N a SET EPDXY (OR EQUAL) W/ 6" MIN. EMBEDMENT MASONRY WALL r -I DRILL 3/4"0x6" DEEP EXISTING �� 1/2'" GYPSUM BOARD CONCRETE (MIN.) HOLE INTO EXISTING J- I �- FOOTING 1 0 FOOTING MAINTAIN 5" (MIN ) r /D MAX. K.O. BLOCK BOND BEAM POUR EDGE DISTANCE s •`— liii SOLID W/ 1 — #5 BAR CONT. • •EACH MIN. LAP =25" FILL vv/ 3000 psi CONCRETE. NOTE CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE #5 BAR VERT. iNALL REINFORCEMENT DUST USING COMPRESSED AIR & A NYLON BOTTLE SPACED PER FOUNDATION PLAN BRUSH BEFORE EPDXY IS INSTALLED. EMBED ACI STANDARD HOOK 6" IN BOND BEAM. GROUT CELLS SOLID RETROFIT DOWEL DETAIL i CO FINISH. / SCALE. N.T.S. w APPLIED PER ASTM C 926 / C w V J C7 J J / RIDGE VENT: FASTEN TO ROOF PER MFR'S B 25 MIN LAP SP_,CE INSTAL LAT�ON 'NSTRUCTIONS U < Ct� SEE ENG. FOR o NAILING DETAILS / 15# ROOFING FELT �- 3 H o 7116" OSB ROOF SHEATHING . .--� 6." x 8" x 16" CMU (MIN) BLOCKING FIBERGLASS ROOF BOTH SIDES SHINGLES PROVIDE INSPECTION OF VENT H;LE © EACH DOWNPOUR 3 1/2° 2500 PSI CONC. SLAB N/ APPROX. GRADE FIBER MESH ON 6 M!L V.B. LAPPED AND TAPED PROvIDE '2° MIN. COVER TOP CHORD OF ENG. "2" TYP. CLEAR ROOF S (TYP) ��i�n�ii iuLri 1r�nir1�1 SLOT RIDGE (SEE IIJ lml IJ��IlaI I1M1-JHiI-CLEAN, COMPACTED, TREA`ED-1 VENT MFR'S INSTRUC „NS, Ilt-� 1101�ll It=TIL�11-1FILL UNDER SLAB REVIEWED FOR COMPLIANCE w'ITH THE Iy41 C1 to I a 11=1 I . I I E� 1=1 11�11- 1=1IlaIl1IIAII �'�I!I�IIaIlaIIaI1=1IL, I1=III-III-1II� ti N LOAD PR0v S 0NS OF THL 2Cu4 SEE FOUNCAT. N PL,�V FOR SIZES I }i1�11�11=11.�_ -.` ��1HI 11 ='non=' J '711� �� =IIIfIIEl11�11..Fe11=11L=111aIIa1L711� 1-112 #5 BARS C0NT11_ RIDGE VENT DETAIL FLORIDA. RESIDENT L CEDE ;FR L & -III�II=III=111=111-111=11-I1C I1�11JII�II=ir-ii=ti-ii FLORIDA BUILDING IN &T I G II�ILIII-IIL=III-1�I-111= \5�� SCALE N.T S_ FL & 06 SUPPLIM �� � AL'_ OTHER DESIGN 1 T q 298 TYPICAL WALL SECTION THE RESPONsIB,uTY � sF SCALE- N.T.S. oa S_4 L. JASON BERGER, P.E. DATE PE# 640J3 L.JASON BERGER PE# 64 SVF tat-5Btkc Eo =: _ a9 NOTE' CONTRACTOR SHALL REFER - 1796 rO THE FINAL TRUSS ENGINEERING �o PACKAGE FOR CONS?RUCT!ON. q M c•"1 UPLIFT VALUES ir1AT MEET OR A M~ EXCEED 1000# AND REACTIONS C� THAT MEET CR EXCEED 300CM ARE v.'3 SHCVN AS NOTED. THE VAIJES `o aRE BASED ON THE ENCINEEREC ¢s�, 5., TRI, S LAYOUT AS PROVIXD BY '? v 3 1I THE MANUFACTURER. o Y � C U= 386511 a, 1 F DENOTES GABLE ENO DIAPHRAGM SEE NOTE 5.19 111CCC111LLLddd S-ET S-: FOR N.A!!!:N ?A—RVS SIMPSCN HETAL20 • r SM16 ' - ---------------==-==S-=-=-=---= -= _ _ © DOV 3LE SILL °LSE SEE CETA'.L '5 iS SHEET '1 SiMPSON HETAL20 TY? OF MASONRY CONNECTIONS HETAL20 LG'2 I I _ z ' -33 p O vJC 0 —J c-1 I 3 Q � _ = • - a ____/ LS O gl �I ATTACH CABLE TRUSS 4' ❑ C STA❑07R❑J !� / C2) 2x6 P.T SILL PLATE h 1 PLACE SHEATHING LLUSH j WITH 1/2.Ox12` "J" w/ MAS❑NRY BELTS B 24" ❑C MAX 3 �J WN1Ys1oNE ENGINE AINI I TO9fiIN( i II 2004 8jfd Avg a at�Af NfioN e�1�6p DOUBLE SILL PLATE DETAIL ROOF FASTENER LAYOUT ��AfiI���A ����, "�3AA' p� '�" Q SCALE NTs SEP LuuO SHEET NO. ELEVATION B , C1 i& D :A_E NTS L.JASON BERGER PE# 64003 S-5B lEndura SVFLot5- cick1 For Masonry Rough Openings 4Qt3R cOMF(1t�lEvr SYSTEhi5 I ft� I H H _ H H _ .JH I E i l k I I I ! k 1 l 1 4 • ,--(5)Serews per 4 side at 1 T.5' a}S peu Sl Sass r 8nnsopaeingtsa . ' eteat17.5' «'Weat175 .- j setat175' spa<;ng for spacing for sp��sing for (7)Screws per &I ends 6A ords r3.8 un''s side of 14' C')5;ret3s pet %7 Sc=e s par Spacing for 'd 4" (T) ot'4' &0 units sr a at 1 eye 1P se ad 14' snactrg fax' `•Rac<^g to . tar < &0 ur=1s SO urs4s &i�baits � [�P — .4. . Single door unit Single door unit with one sidelite Single door unit with two sidelites Double door unit o N (boxed construction) (boxed construction) g N 1 _ J ` z Q a 6" 6" o Y - _jY _ z = ______________ _____________ _____ ' o II II it II ( I Il li •� o r7 SILICONE APPLICATION MINIMUM FASTENER COUNT 5 fasteners per vertical framing member and 3 in header for 6 8"units, 7 fasteners per vertical framing member and 3 in header for 8 units. Apply sit ore LATCHING HARDWARE rubber,saint in Compliance requires that ANSI A156.5 GRADE 2 or better cylindrical and deadboit security hies roe=s.o a e lock set be installed.Fot0ow assetnbt tnstructians POf-AI-X.gad sae of t;4- Y €t:gtt x 14'wide- NOTES ______-- - - SHEET NO. 1. Fasteners recon-rmerded for€his unit are 3x16'a 2.3'4'Tapcon screws calculated by the lowest tastener rating for optimum anchor positioning. 2 The Tapcon screw ength is designed for 1-1r4'minimum embedment into the masonry. 3. Sealant roan.vended to adhere sie to subftoor s 100%clear silicone rubber sealant OX©units(66')use opens.12 oz.of s4icoeei XX units D /� (72')use app x 15 sz of silicone:X units 361 use sperm.8 oa.of silicone OXX triple units(108')use apprex.24 oz of silicone;4XXO quad Double door unit with two s i d e I i t e s 1 units(144'3 use apprex 32 ez of s4rcone Silicone rating AS eta C©20.C+ess 25 type S,grade tIS.DAP product nunrter 06641. 4, For srstal af.rn in w+nd-borne debris of high-ualocty hun care zones,add 3 fasteners to$in. Alt dos,01.43 54.01.01.43054.02,and 01.43054.03(Arthitecturof Testing,Inc.,dunk.PA) Design Pressure Chart Stock Building Supply Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report# X 6' 8" 3' Opaque +65.01-70.0 6184.1 XO or OX 6'8" 3' Opaque Door +47.0/-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 +47.01-47.0 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 +47.01-47.0 6181.5 XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 E OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.7 z O 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 OXXO 6'8" 6' Opaque Door + 50.0/-50.0 6184.8 o 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.0/-50.0 8184.8 Q < X 6' 8" 3' Glazed ODL Smart Frame + 55.0/-60.0 6142.1 z XO or OX 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 8142.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 0 ': 3 OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.3 • � o 6'8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 XX 6' 8" 6' Glazed ODL Smart Frame +47.01-47.0 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 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 +60.0/-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 +60.01-60.0 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 MODES 1 IOF (24 GAUGE) REY DATe..__.. _.._.. MODELS 120R 5 GAUD ) 01 7/2002 LAO. LOADS WERE - 7/-S5.5 DES/TEST; PUSHNUT TESTED T 8 CA PM TED ENO STILES ATTACHED TO DOOR ONE LNTERMETE STILE DEFAEEN EACH EEWOSS LOCATION. SKIN WITH PATENTED TOG-L-LOC SYSTER/ ATTACHED W/TOG-L-LOC op 6: BO - (TOP. BOTTOM 3 CENTER). FIOR ZONTAL MACK SUPPORT BY AND URETFNNE A# 5.'VE 0H13C 4T) 18 CA GALV. DOUBLE END STILES DOOR INSTALLER TO SVIT) OPTIONAL 1/8 ACRYIJC OR ATTACHED TO TOP AND BOTTOM RAR SNAP LATCH ENCACES- /14x5/8'SHEET METAL SCREWS . A 1753 CLASS UTES AVMJDLE WRH PATENTED TOG-L-LOC SISTEti. ONTO VRT O'1 O K LHR TOP BRACKET DOOR COONTEROAtANCE S STE (SEE SECTION B-B ONE SNAP LATCH DQIJ EACH SIDE Of C 0 E F4�N12UNTAL f t i f i f i f LNTM LE / 0 0 10 STEEL FLAG BRACKET. 1/4'x3/4'SELF DOUBLE TRACK ( , OUTSIDE KEYED--�'� F1� RPPitR£WS. 4 C -� HLMFDL.E �� STILELO'N HEADROOM K 'Ttl VIEW 'C" fNStDE } 14 HtNCE� f 8 GA V.TE H1NC£ 4 TRACK C0"IFK+;lF2A710N DOOR I G5tIztO€ KF ED LOCK g kiJ SNAP LATH LOCK OPTION L' 1 1i Eib iii F1 fl0� 78 t` DOOR OVERLAP (EACH SIDE) STOP MOULDW.BY DOOR INSTALLER (TO SUIT) 2'CJLY. ST££E . .08. TWO POINT LOCKLNO B}ND SLIDE BOLT t 8 CA GALY. STEEL PAINTED END STILE $ 'L' TRACK TH1C1tTNE55: .083' INTO TRACK. STILE LOCK ENGAGES 2x8 YELLOW PINE JAMB 18 CA GREY.STEE1 DOUBLE END STILE LNTO V1DZTIGU. . TRACK ONE 20 GA GN Y. STEEL INTER SFN E TYP. 2-1/2`x12 CA DALV. • •. LOCK ON STEII.TRACK BR4CKET5. EACH SIDE 12 CA GALV. STEEL TRACK OF DOOR. BRACKETS FASTENED TO WOOD 44,MD-1 DISTANCE BETWEEN BRACKET'S LOCATION OF '•"A ORIK1NAL OUTSIDE KEYED LOCK iNSID- 1(lF 9?tT `LIEN 5/18'x1-5/8"LAG SCR2E'xS NOT TO EXCEED 1!` O.C. OPTIONAL VENN BRACKET USED FOR LOCK OPTION NOT TO EXCEED t4'0.0 (8 TOTAL BRITS PER SIDE MAX. DOOR MOTH 18'-2' BOTTOV DOUBLE ENO STILE. t 1/16'NIT OR PLI%ot FOR DOORS UP TO 7'0' HIGH}. INSIDE FI VAT T*.S END LNSTALLEO ON ROLLERFt (7 TOTAL BRKi5 PER SIDE INTER. STILE FOR UNRESTRICTED OTl014. FOR DOORS UP TO 8'0` HIGH). �NgT�; STH.E 2' GALV. STEEL TRACK FASTENED TOJ 14 CA C LV. STEEL ROLLER MI r f2 CA OALY. STEEL TRACK BRACKEtS FASTENED TO END STILES EACH W 4) A 18 GALV. STEEL CENTER HLHQE OO(JELE TE C1K DOCKS UP TO 7'-4`HKR4 CONSIST Of((4) SECT1OAt5�(SNOWN}. ) 1 TRACK ATTACHED TO EA.Cti BPJ KET /l4xSjB'SHEET METAL SCREWS E�SEN£D TO 1INTER. STH.ES W/C LO'W HEADROOM IS DOORS OVER 7'-0' HIGH COt15iS7 OF 5 SECTIONS T WN. DUTSsDE r-.. [l LE2N) t/4` S£tF TAPPuVG 9CRElYS PE1t i'4x5/8' SHEET 44£TAL SCP.E1it3 NOTE 2: THE D£5K;N Of THE SUFPORTL4G STR4ICTURAI.EL£ME.'YTS H.44DLE `WITH ONE 1/4'5/6'DOLT RI!OJT 0 HI•fGE AVAfl.A$LE AS A`7 OPTION OR TWO 1/4' DVS. RIVETS. %VtL BE THE RESPONS161UIY OF THE Pf?OFES.KYNAL OF LOCK BAR 2'CIA LONG STEM. 10 FALL STEEL ROLLER. RECORD FOR THE BUILDING OR STRUCTURE AND N ACOOROA.4CE ENGKGES .N JA 43 CL NFIGURAT ON WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON PAPARATKN OF.IAMBS Of OTHERS. THIS DRAWING. OUTSH3E KFYFO IOCK TRACK ONSECTK�4 C-C ` EACH SIDE _ yDL.K 5AR LOCKItNG NOR�ON'SN .111 ,V) COATLNG ON OUTSIDE StAFAd:E OF DOOR. JAMB (100 TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD " R) -•.. i ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK \ iIti IS THE 2x8 VERTICAL YELLOW PINE(ORADE(TOR)I2 OR BETTER) ,idNBS. !40 LOAD FROM THE DOOR Z OP'MINtI a SCREW !$TRANSFERRED TO THE HORIZONTAL(TOR)�i6M3. /8 GLASS OR fir: T 2) ALL,LIMB FASTENERS 6AAY BE(BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE FASTENER O �1 MOLDED INSIDE 1/dRYi.lC S�OTKfN 6-8 LITE RETA₹NER 1Bxal4' Pu4 HEAD SCREW WOOD FRAME BUILDINGS TO 2'THICK—} (10 SCREWS PER LITE) STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS TTWN (3) 24(OP TO 9 Kh 8 H) DE UVIgtV6 G,ALII0 Sx'WN 014 INS RRAKNG LEEr9 TRC 0R 3 2x6 (UP TO I8'2"Wx8'M) PRESSURE TREATED GRADE !2 OR BETTER WOOD STUDS Of A STRESS Q R ta fD OLrLE FJL1s of THE FEcxxtt WWDAB CODE NOT LESS TYAN 1200 PSI I4GMLN44.EXTREME FIBER STRESS IN BENDING (Fl). I3M. 0.0. SEc1.s�a.1.$)but Dotz 1lQI x�Ep n `M£Act t ?;Turt STUD WALLS TO BE CONTINKKX1S FROM FOOTING TO TIE BEAMS, OF FASTENERS w QK'i°.C3t£?if FGn'ha ^.ax£' S5 rS PS ovtac0 .N SEL1,18Cd1.4+Y f1 A.E IY.GtRfdt B1 CO40 COJF. PER VERTICAL SEC'"A-A [sroE 4£w1 BLOCK WALL OR CONCRETE '- - 12 GA OILY. STEEL TOP BRACKET, 23 'WOOD JAMB SWILL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. EACH BRACKET ATTACHED W 4 14x5//8' BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING EARS EXTENDING Zx6 VERTICAL JAMB:) SHEET METAL SCREWS.A� SUDS ATTACHED 4• 1410 THE FOOTING AND INTO TIE BEAMS. ALL BARS 51-lsLL BE CONTINUOUS FROM THE TIE BEAMS 0 TO TOP BRACKET WITH (2) 1/4'x1/2' BOLTS AND r TO FOOTING PER BLOCK WALL OR CONCRETE COWMN S. BLOCK WALLS AND CONCRETE COLUMNS TO BE NUTS PER BRACKET. DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. 2-1/2L. ' —!�s/e' (Fr?.) 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT O SHIP LAP JOINTS. (NOT TO BE USED FOR ATTACHMENT Of TRACK BRACKETS Z DOORS OP TO 16'2 x8'H S 4 TALL C-CYtSTEEL M,X.Mju a 16 GA. ON-V. STEEL 1MIN. No. OF ON CENTER FASTENERS DISTANCE STEEL BUILDING TYPE fASTENEIt TYPE PER VERTICAL BETWEEN WASHERS 14 CA GALV. ROLLER HINGE WOOD FRAME1 (t-,/8' A) JAMB FASTENERS R�IRED? EACH HINGE FASTENED TO EET 2O P MIN. CONCRETE 1 4 4 MIN. 6£D TAPCO�f CNI CONCRETE ANCHOR 9 1 t- 4 YES 1 0.0. SPIES ` 1 4) 3 4*SEL SHEET METAL K WALL 7811 1IETIZ ] A`ND (2} t/4'x3/4'SE1 TARP NC SCREWS. 'PSI FL"ZYS. R 8 z 4' — SrW D (DT2LR D . 17f/t 2 NO INCLUDED 1 jl14CLUDE17 (SEEVEM '3) ICOD ONE 4'TALL x 16 GA C-CHANNEL PER DOOR SECTION. wOitc W5rEWEIA r.C DESIGN LOADS: +37.0 P,S.F. & -41.0 P.S.F. t) 1 4 x3L4'SELF TAPPING SCREW PER STILE LOCATION. P..IXrKA 'i.(was VGR SCE MEW 0') 1M CAaot2A P.E+238.]2 TEST LOADS: +55.5 P.S.F. & -61.5 P.S.F. 25 CA HEN. EXTERIOR SKL4 'WITH G-40 � THIS DOOR MEETS OR EXCEEDS THEDESIGN ORIGINAL DRAWINGS ARE SIGNED IN BLUE GALVANIZING, EXTERIOR N PRIMER AND A THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE WINO SPEEDS LISTED BELOW INK WITH A RAISED SEAL (EMD DSS). BAKED'ON POLYESTER FAINTED TOP COAT 1-1/4'WIDE x 16 G. CAEY, STRAP. (5) PER DOOR SECTION 1 LOADS FOR THE WIND SPEEDS LISTED 6ELOW ACCORDING TO THE 200t FEORIDA BUPLDiNO APPLIED TO BOTH SIDES Of STEEL SKIN. \-ON 15' WIDE DOORS. EXCEPT (6) STRAPS ON 2ND (LOCK) I ACCORDING TO THE 2001 FLORIDA BUILDING CODE (ASCII-98) FOR THE FOLLOWING SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED COOECL7-38 FOR THE FOLLOWING CONDITIONS: 1) PART Y—E 50 FV1 w alrct nct i rl Gxpil 5161 S+EELTY SWAVLIG IC REV, *111-4 (3) 1/4'x3/4' SELF TAPPING SCREWS (TWO CO, NS: 1)�UILDIN t. 2) DOOR 2) DOOR HAS 2 OF WIDTH Ill BUILDINGS MA.IUFACTURED 1 1 102617 01 SCREWS Tt3 DOOR. ONE SCREW TO C--CHANNEL). I HAS 2' Of W'OTH L'i BUILDS S ENO ZONE. END 20N 3) USE -ACTOR OF 1.0. 4 ANY 3t USE FACTOR OF ID. 4) AN'Y ROOF SLOPE AND 5 FACTOR, DES,EY Cr£CUE9 LY AND 5 Sox SAFETY FACT DESCRIPTION 13 GA GAL.V. BOTTO BRACKET. WIND SPEED MPH S 130 140 14 150 SPEED S 1 f 0 124 12 1",0 MAW wwm ATTACHED W€iH N14.5�8` SHEE7 METAL SCREWS. EXPOSL0RE I.EYEI B or C 8 4 B 4DIPOSURE LEVEL B tir C C B DOUBLE CAR MODEL 11ORW6 & 120R14'6 MEAN RO`,0F HEIGHT 30' 30' 15' 30 DATE SCALE ALUMINUM EXTRUSION 31 VINYL WEATHERSTRIP. MEAN ROOF HEIGHT 30' 30' 15' 30" 6/13/02 +37/-41 PSF DESIGN LOAD CIQor&-u"q Pro fu t ca.,p.,.v AN IYghh Rxwr,ed (513) 770-4800 SHEET NO. of21 anti dev RI,ad Rsr41n we Ln.:d pryN r 8585 DUKE 8LY0. of IF.CEn5q BoASnq Prcducfs Cambay and mcy. o.reprod cad n a y to A CLLR a t i, a an pa mn o. MASON, 4H 45440 USA CA&iud d CI*.*84.0,Pad.eY :::: LI. SVF tot�1 E! BE01ytEN1 t; 1/4' ri1N_ SERFS 140G 1`80%1594_k i12CNFRL SLJDL40 WI;Vf?C'N ILMCF),CO} ARATIVE .VALISES do NICHOR QUANTITY CNARU SH)!A AS REQ'0,— Eht EC1dFNT ". ASTM E1:300 FIANCE ME WINDOW' SIZES "A1) f 6 Sm10 N wwB 01 tb pF TAPCO'S CAV11C BETw4EEN (SEE NOTES WINDC'jY.FRAIMI+ f/3"SNitd' 51HOX AS REID. A REQ'0. IN FRAME R-qi) 114 FRAME 130 Ms�H 1>ARTIALLY,~1440;9UCk &- JAMB SPACE vfAX. T.T.T.(INCHES) DESIGN Pt?£SSIR MASONRY OPENINv' (SE€NOTES) CAPACI7�P tN P5F 1INIMfJM EMBE4MENT t 1/4" MiN1MU�1 Ebt3EDM1ENT ENCL4S€D BUfIDiNG 8Y.01HER$; {� — AT EAGN AT FA(�1 DP LOAQ WIONTMEIGHt HEAD JAMBS HEA13. 1AM$5 GE.ASS SITE RE$5TANCE 24 x 12 —80 2 2 2 2. 2 2 9 3/)x J 5 _80 (SS8) Q 'N 24 x 24 —80 2 2 2 2 2 2 93/4$t95/B -80 (SS8 MsTAL1ATiOC1 AN�'H4R k ^-^-� � lN5TALIrATiGN ANCH(5ft 24 x 3G 3/16" I}lA TAPC4J D S'H0,4,N 3/16` D1A taPCON 24 x 42 —80 2 2 2 2 2 2 g3/4 x 315/3 —80 ('S58) s->o N 24 x 48- -80 2 2 2 2- 2 2 9 30'x.43 5 -70 $S8 PERIMETER EAUUC - IS' 'MNpQ eFLANEr4 711 Q, 24 53 —80 2 2 2 2 2 2 3/4 x;5 5/6 -70 $5$3 YlrN04W FLANGE scr+r.�raim4 wa+n 9Y UTHEF?s CAULx QEIIYEEN WNDO'ry '�roT�4 WOOD.BUCK & 36 x 12 —80 2 2 2 2 2 2 s3/4t75 a -80 (SS6) k400P BUCK MASONRY bOCNINC 36 x 24 —.80 2: 2 2 2 2 2 i5 314:19513 -80 (SS8) BY O}IER5 36 x 36 —80 2 2 2 2 2 2 I5 3/4*315/3- —50 (ss8) EXTERIOR 36 x 42 -80 2 2 2 2' 2 2 >53/475 x3 .ONE 8Y ) SHiM AS REQ'D ONE BY�JQOO 36 x 48 —76 2 2 2 2 2 2 153 '50 DS8) BUCK BY OTHER ChULK 3ETY+EEN PUCK BY`OTHER /4 x 415f11 -50 ((DS6j (SEE NOTES) SECTION. 2 W1n.404V FLANGE 36 x 55 --64 2 2 2 2 2 2 Is 1 4 9 50 5 -50 0 ) 3/16'LA?14N ANCHOR WOOD BUCK 48 x 12 -80 2 2 2 2 2 2 211/4x7 S/$` -80 (SSE) 3/16" DIA.TAPCON 2 2 Z 2 2 21.3�4x195/B -70 SSF3 CAitO O'LIC EEN SH04Y 48 x 24 —80 2 ( ) Je04D !C 8e 48 x 36 -80 2 2 2 2 2 2 4 x 31 5/8 -50 (SSa) t1A54NRY oPENIRS 48 x 42 -74 3 3 2 2 2 2 21 3/4 z 37 5f9 -50 (056) BY O;HES 48 x 48 —62 2 2 2 2, 2 2 21 3/4 x 43 5, —50(3/16") Q 1 1/4" MIN. 48 x 55 —02 2 2 2 2 2 2 / iS CAULK BET�LEN ?AN00"W 2i 3 4 x 3d S —50(3/16 )" FLANGE &- E4�3 BUCK EIMBEPMENT 60 x 12 —80 2 2 2 2 2 2 273/4*75/3 —80 (553) 60 x 24 -80 2 2 2 2 2 2 273/4 x 19 5/8 —55 (5S6) � H2 4: MRx 60 x 36 —80 3 3 2 3 3 2 27 3/41151 5J3 —55 (058) a� - - t w{ 60 x 42 —66 3 3 2 3 3 2 27 3/4 x 37 518 —47 (D58) i g I— 60 x 48 —54 3 3 2 2 2 2 27 3/4 x.43 3/8 —55 (3/15.") O A?IETER CAULK— 6.0X5 44 2_ _ L 2 2 2 2 3/4 x sD s/d —55 3%t 6" N BY O1HE2 1/4 /SPACE x 12 —80 2 2 2 2` 2 2 33 3t'1 x 7 5(6 —80 SSB) MAX�M . 72 x 24 -80 3 3 2 3 3 2 33314x195/8 -49 �S58) � AE t WfN00tiM 72 x 36 -80 4 4 2 4 4 2 333/4x41,/8 -50 (058) w HE)GHT 72 x 42 -61 3 3 2 3 3 2 33 3/4 t 37 5/8 -50( /16 o 72 x 48 -49 3 3 2 3 3 2 333/4*43 5/8 —50 (3/16//// // / o 24O. LMAIL 72 x 55 -40 3 3 2 3 3 2 33 3/}x50 S/ -5o(3/is GENEFAL NO TES i) SAM AS RfO:ttitED ADJACtiit TO Ln1.+ 45TALUT1014 A4)IbR KM LOAD SHi!/ MAX. r • '; o XTERIO ALtON�LILE. N S1AC:K TO BE 1/4 E ' 2) w;NODW FRAME MATUOAL-ALUM!NJld ALLOY 6063 NANDOW DUCK f 3) CAu1.x 4E IIND VAiVDOM ILANGE AT HEAD AND.IAM8S.gLL MUST IIE ••-� ATTA�?iE6 TO Tri; SU$STftAT£\ 1H M--$q A 116 ,A SVE CAUIX OR APPROVED E?JAL HEIGHT HEIGHT 4) CAULK PEKME1IR SEAL AFB M. ;EX.EtjIOR Of.AV+DCW Fl AMGC VANCO'N. ) DE4GM P;�ESSURLS S-OI-4 ARE BASED ON)JJOM CAPACITY Y.0E3154 PRESSURES .TYPE- W, T14 PGR GLASS T11 !(IES$MU T BE DET IINLD PER AST1�F-ET30D GLASi Ct1ART AND THE SMALLER'VALUE}hJST BE USED FbR,D�SG L tNl OlN FRAME— 6) yRE wxrt RESTs7AICE TES EuRU, 4T Cf 154 OF DESIGN LOAD APF(ES?O 1IVE GE$it N LOADS U.SE LIAR I TO 40.0 FSF PJE TO.WATER TEST PRESSURE OF 6.0 DSF ELEVATION INSTA/ED)t4 TfST 7) 1N5'A1LAtl�V f1 NY iN"t W N,SPRUCE P.ENE FIR(SK)W"Fp,AA!E USIIJC I*SG�EWg. IXt EXTERIOR VIEWED FROM IN Sl'•tFIC.J r LENGTH TO 1HA14 2 z 1�4N.A�llt.EiABEL`yENT iNTO i}4E StJBSTRA)E..AS 9t91KV.ABOYE I vacs.gi HO MO txAH RB DC. PERIMETER CAULK ay tNSTALLATo CF rLo FRa ow tN ccNCRETE OR IAASQ 1Y BPENt`tG JsE ilia`0 WCOY Atici oRS CF SJFFrC1ENT LENGTH To PROVIDE.M1NiAJ 4 I/4'EMBEo4EWI INTO eY QTHER: J8STRATE AT LOCATIONS 9+OW4 iN O-t Y,6'JT THAN 24 o.C. 9f IF EXACt 1ItQYt Szi IS vOT 115 E0 itt ANC}KYt!MART,USE ANCNC1 GUAYTITY USDA VATH NEXT LARGfR'SIZE'• ____\ OMTAI of Texas,IF tCAULK PRE CAST SILL ASSOBL.Y DRAWING BY OTHERS OETWEEN WNDO`N FLANGE SERI€5 1480/1580/1590 HORIZONTAL SLICER ONOOW & PRE CAST SILL W1114 VULKEM 116 ACHEVE CAULK OR aRN. CI <O scALE SECTION I APPRC\'ED EOJAL AR IR N/A p SHEET NO . - - - - -- - -- I�Ev 03/31/05 12/08/03 B NSTALLATION 1480] w 1 SVFtt 5Bto tct 2 X. vroc C0Ni4 1 IVE AL PRE$$i1R NO ANCHOR CHART ASN E13O �lfl 7 @Y 0�1-1ERS c &SCREW tfil>� 0Q � EP D CAULK BETWEEN z SIZE INCHES CA?ACITY IN FSF F Q) P FRAME REQ` N FAA FIN TYi E WINDOW F!N' & WIIDHT . GHT EXTERrOR INTER) 1WSRI. 0 EA J IB HE 0 SILL ¢ JAll9 dAs5 S12E _ WiNQOW FRAME € THING 18 x,28 XX -- - - - - t6 i i2 1/4 -80 (ss8) Ji�lA t 8 x 36 104 109 2 2 2 2 2 3 i6 i 151/4 -80, (SS8) t 8°x48 83 8 5 2 2 S 2 2 3 4 T 22 t't SSA SH�XTHiNG C.AULtE BEEN - FlN I $4 { ) SHEATING -70 SS9 BY OTHER EMBQMENT 1&x 69 s3 63 2 2 3 2 2 3. 16 r 2S 1/4 —60 {TSB) t' WN 19` 72 50 50 2 3 2 2 3_ 16 t 34 I/4 -49 (S_8) N1 TALATICIM \\\ //\_ EMBEDMENT - - - - 22 t IL i/4 '80 ii 24x33 86 68 2 2 2 II; t i5f4 -8() 73 223EATHtNG r 22 j4 -7Q- t 241/4 -6023t 231 4 -502. 3 4 t lea 60 P.EPWETER i INSTALATION 32 x 2a -_ --- - 34t12t/4 -60 (SSB) WINDOW NAQHT - - - _ CAULK BY OTHER ' ANCHOR. 32x36 57 57 2 2 2 2 2 2 38 t t6.1/4 -60 (S58) 32x48 52 52 2 2 3 2 2 1 30 t 2x 1/4 -50. (SSQ) -i \11II 32 x 52 -- - - - - - - - 30t244/4 -65; {DSB} EXTERIOR L PERIMETER CAULK 32 x 60 46 46 2 2 3 2 2 4 30t25I/4 65. (Ps9) FIN TiPi BY OTTER 32 x 72 40 40 2 2 3 2 z 4 30 c 341/4 -50 (Dsa) WINQOW SECTION 2 8 x 28 FRAME HEADER 1 3 - - - - v4 i 1Y 1�4 -60 ,(SSB) 35 x 35 52 52 2 2 2 2 2 2 34 x t6 1/f -60 (Ss8)j 36 x 48 49 49 2 2 3 2 2 3 34 t 22116 -50 $5H 36 x 52 -- -- - - - - - �NINDOW 36 x 60 43 43 2 2 3 2 2 4 341244 -65 ( SB D NADH. 35 x 72 40 40 2 3 2 2 4 34g31/4 i 4 4* 4I/4 -65 (4 -50 (O S8) .2 3DSB) 44 x 28 -- -- 1$1/4 -60 (Ssa) _ - _ - _ Q 42 121/4 -6O: ( ) 44 x 35 41 41 3 3 2 2 2 2 42 t j N WINDOW O 0 O 0 0 44 x 48 40 40 3 2 3 3 3 3 41 t 221/4 -S6 SSB)) O HEIGHT p 44 * 52 52 - -_ - _ _ _ _ - t*24i/ -65 DSB) M•T� y EXTERIOR 44 x 60 40 40 3 3 3 3 3 4 42 i 23 1/4 -65 (DST3)� FIN TYPE 44 x 72 40 __.. 40 3_._ 3 3 3 3 5 42 t FRAME SILL -- __ - - 2 48 x 36 40 40 3 3 2 3 3 2 �r tY f/4 -80 (DS8} j 46 t t6 t/4 p 3 3 3 3 34S t 221,4- __3 3 3 3 3i ZS 1/4 -60 (3`g46}3K 4,4 NERALNOT€$: II ` EQUALLY SPACE 1) SFI M IF PEQU,REO FOR LEVELNG. MN DOW ANCHORS (TYP) 2 WNAC. FRAME MATERIAL ALLOY $063 RIM PEETER CAULK �°• 3) CAUJJS SENINO W(N.00W FN AT IUD,,SILL At JAMBS. BY OTHER 4) CAULK FOR PER METER SE+L AROU: EXTERIOR OF WNQOW FLANG€, REQ0 5) GLASS THiCKIJ $5 MAY VARY PER T}iE REQUIREMENTS CF ASTM E1300:GLASS CHART, SINGLE t A21NG ISSFIQW iNSU4 AT1NG GLASS IS RSO QVALJF Ejy INSTALATION - 6) r41ERE WATER RESISTCE TEST E!]UiREMENT OF IS'OF DESIGN LOAD APPLIES POSITIVE OESiG 4 GOADS 81U.8£LM1TE¢TO 40.0 P5P DUE TO WATER TEST PRLSSURE OF 8.0 PSF ANGHgR CAULK BETWEEN ACtiEWD,N TEST �u W,NDQW BE & 7) WSTAL1AT10N: FJ4 FT4ME MN IN WOOD FRAME QFCN,YG w;A.T 1 o BY YA]QO STVD5 U5410 O9 +NCH G"v0. NAILS OR- 9 SCREW( SUFFICii 4T LENGl14 TO P QVtOE M81 I EMOEDMENT SHEATf13G LN10 SUBSTRATE. ///,/ / 8) IF EXACT NANDOW SIZE IS NOT USTEO IN AN±O10i_CHART. USE ANCHOR,QUANTITY Ll5TED. SHEATHHING ti BY OTHER EMBEDMENT o fi MAX.(TYP) "ampally ezns.lp SECTION 1 I 1 101 Yl.Crosby Rd.•C 14un,1z 7Q6•P Box 819022 TL 75381 1 6"MAX.(TYP). ASSEMELY CRAWtNG SERIES I'00/1900/t 970 sLNC1E BUNG W1.100W ELEVATION aF{N. �xAD VIEWED FROM EXTERIOR AR P N/A SHEET NO. 6LLDY TE.�i"rER. DATE DIE NUMSSER --- - - 12/11/03 B INSTALAT10N 1100 V V 9 SVFLor5Btc COMPARATI`JE ANALYSIS & TAPCON ANC QR CHART A 1}1 Ei: J 2 x waoo: WNDOW DESIGN PRESSIt E NO.' C t 4.SCREW !>UU8U Cl.090 UN 1 M LUM BY ar 1�5 -SIZE_ INCHES . CAPACITY IN PSF REQQ F Sh1E RE4" L4 FR .. _ a4aDs�o sl nSu> CAULX B£Tl5'EEN Lr, FIN TYPE Wi1vDOtiit FIN do r srsTarr3: Ytl! HEIGHT EXTERIOR G`4TEF21OR H $6.E. 0 JkAR� 0 @ JFYB kANDO FRAME SHE.AThING 15 x 28 Xx —_ - - —, Sxi2I�4 -sQ {S$8) J.4M6I 18* 36 3B 109 109 2 2 2 2 2 3 0Jx.!6.1/4 —L0 (5S8) 18x48 83 83 2 2 3 2 2 3 6 Y 22 1 4 SFiEATHtNO CAU(-K BET EEN FIN 18 x 52 -$0 SS8} & SHEATiNO t_"MIN. -- -- — -- — _ _ — 6!e 24,1/4 —70 (SSS) BY OTHER' 1$ >e 60 63 63: 2 2 3 Z 2 3 z 31/4 60 ($sa) ETASEDMENT 18 x 72 5a 90: 2 2 3 2 2 3 16 Y 34 t/4. —43 (SS8) ALATkQ.N ! B16E0MENT 24 x 28 -- -- - - 2�t 12 1/4- -80 (SS8) 24 x 38 86 86 2 2 2 2 2 3 22 z 141/4 -80 ($58) ANCHOR 24x48 73 73 2 2' 3 2 2 4 22 Y 22114 -70 (SSB SHEATHING 24 * 52 52 -- -- 22 z 241/4 -GO (SSB) BY OTHERS 24 x 60 59 59. 2 2 3 2 2 4 21'Y 31/4 -50 (558) l 24 x 72 48- 48 2 2 3 2 2 4 ?2 z 3F i/4 -60 (SS9) PERIMETER 1=:-. - - 0112,1/4 -60 (SSB) CAULK BY OTHER W!0I1T .- t INSTALAT?GN 32 k 36 57 57 2 2 2 2 2 2 Tz161/4 -60 (SS9) l4 ANCHOR 32 x 48 52 52. 2 22 3 2 2 3 30 Y 2Y 1/4 -50 (SS8} 32 x 52 -- - - - - - - - :4 Y 24-I4 -65 (DSB) EXTERIOR `--PERIMETER CAULK, 32 x 60 46 45 2 2 3 2 2 4 0z231j4 -85 (058) FIN I1PE BY QTHER 32 * 72 72 40 40 2 2 3 2' 2 4 0 Y 34 i/4 -50 (OSS) �'VTNDQ V 36 x 28 - -- - -- - - - - 34 4t 12I/4 tj4 -60 (SS8} FRAME HEADER WINDOW-, j36 x 36 52 52 2 2 2 2 2 2 )4 4z6 1/4 -60 (SS8) WDH 1 36 x 48 49 49 2 2 3 2 2 3 t Z6 x S2 -- __ - - - 34z241/4 Y 221/4 -50 (SS8) 36 x 60 43 43 2 2: 3 2 2 4 34 Y 24 1/4 —65 (DSS) .a 1�1/4 65— (058) O - 36 x 72 40 40. 2 2' 3 2 2 4 A z 34.1/4 —50 (OS8) -- -- - 44 x. 28 — 44 x 36• 41 41 3 3 2 2 2 2 42 z 16 1/4 —60 (SS8) 1 IItMNDOtiV 44 x 48 40 40 3 2 3 3 3 3 421221/4 —5) (SS?) HEIGHT 44 x 52 -- — — — — — — 42 Y 241/4 -65 {1)58) EXTERIOR 44 x 60 40 40 3 3` 3 3. 3 4 42 Y 261 j4 —65 44 x 72 40 40 3 3 3 3 3 5 42 Y 34-1,4 —50 (Dsa) RAMESILL " 48 * 28 Y8 -- -- - - _ — - 46z12'l/4 —80 (058) 24 O.C. 48 x 36. 40 40 3 3 2 3 3 2 46 z 16 1/4 -50 (058) MAX..TYP . 48 x_48 } > 40 40 3 3 3 3 3 3 48 x 60 46131;4 -70 (3/16" "d = 48 x 52 46 Y 24-lj4 - 0 (3/1s` $-4 40 .4-0 3 3 3 3 3 4 46*21/4 2 1/4 -60 (3/16' - 2 48 x 72 40 40 3 3 3 3 3 5 ° [ 46Y3Fij4 -6Q 3 16' 3 1 E 53 x 72 40 40 5 3 4 4 4 7 �1 t v4 I/4 -SQ(3/16" ..�__JJJ NdHCOW HBT GENERAL NOT S: • EQUALLY SPACE 1) SHlA IF REQ'0 FOR LEVELNG. ANCHORS (TYP.) 2 YANDCW FRAME MATERIAL ALLOY 6063 PERIMETER CAULK- -� 3) CAULK BEHIND 'MNDOW FIN AT HEAD SILL, & �:AMBS, BY OTHER SHIM !F P,EQ'O 4) CAULK FOR PERIME1t SEAL A}OUND EXTl41oR YAN00'Y FLANGE. 5) GLASS 1HKX ESS MAY VARY R 1H�. REBUII L,4ENTS OR AS1114 111300 GLASS CHART, SINGLE GLAZING'ice, SH01NN,INSULATING GLASS IS AL$Q QUALIF11:D NSTALAT24N 6) MAERE AE HESiSTA14CE TE$TREQVtREgcNT OF 1$%OF QES/ F LQAO APPLIES, PO$1T1VL DESK•N LCALS Y/!LL BR L!Ax1T31.7a 40.0 FSF OIJE TO WATER TEST PRE'SSJRE OF 6.0 PSF ANCHOR CAULK 8ET1'VEEN ACHIE�/ED 1,4 TESL WIN(3Q'Jae FIN & 7) L"+SJALLAI)ON. ,'IN FRAME WINDOW IN,WOOD FPAME OPENII G 4Ni1T TWO SY MXX3 S1 OS us".030 INCH. 41h NAILS OR ¢8 SCREW OF SUFF1C FT`LENGTH TO PR0V14E M1N.e EM@EQMEt-T SHEATINC; INTO SUBSTRATE; 8) IF EXACT h1l4DOW SIZE IS NOT LISTED 24 ANCHOR CHART ,USE&NCHOR OUA.MT1TY USTEO G° MAX(7YP) MTH NEXT 1 TR.5iZF SHEATHING ° YLA Jab•,1►'04-222 BY )TI 1" MIN. _ YOOSEF 1:.AVY, P.E. , EMBEDMENT -s— '+ 6"MAX(TYP). CCINSULT7,NG ENGINEER ' pany ex*5 SECTION 1 9550 FCP-EST LMt, SUITE 1108 1QOt YG Crespy FW,•Cor lfon,IX 75DCO•P.0.Sax 84022•D2cs n 75381. rf�ni ( DALLAS. 1EXAS 75Z43 E L E Y A TI O Y F: (21x)344 0049 F;{21 a}3x0-0067 ASSEMBLY DRAWING VIEWED FROM EXTERIOR SERR.ES 11c0/19( /1970 FE & HE SINGLE HUNG WINDOW I OR!l. CHKD SCALE AR IP N/A SHEET NO. ALLOY YEL ER DAIF_' Off NUM3ER 5,/25/04 B N514L41104 1100 W3 svrto 5� o 2 x v pDo r416 rnDc9 wul caw�aq c?Ku rss t*DIX U'.ART x("'T1E51 FJU.um 16 84 a 9x79,6 y ev o s zs eo+e cat zx o z�{waoo ASTM E1,500 2_�$ 2S 0i1+ERS 10.u�ER !6 5W1C43 N M$6R pl att5 ivi 1934 SA 4 511tE' IN7>RAEDIA.7B. 971 OUtEQ In FDA zfbw 0 LY FRA}dC 130 M PAR :ALCM i RR .1RE 1 wx�irW EM6cct4Ent t-6 Y'Ne+:11uw Eu'apV+..!'4T ENCLQSED 3Utl.Dl rk CAPR lEOi1 HEA SHl A Next? CL GLASS StZ£ EStS ANC d 5 II( MSEDMKH7 t}11L Eas@ECMI YT 3a x 3a -80 2 z 2 a a 4 g SB R 76 iJt R_eo ,Cs58 {SEC GNA$ ESEd VIARIJ S is a is t . -80 $S8 •!. -36 X 44- -80- 3 3 2 I 7 - CJ< _T 3a X 4& -80 3 3 2 7 7 5 46x22 A -90 (rs56) .56 X 52 r80 3 3 2 a a 5 i9 x 241 4 -70 (5S6) 3a X @iT,' -a0 3 3 2 6 a 6 16x29 1/4 -66 (W). EASiENjR.. ... I _ fASJ 'ER 36 X 21 -70 1I111IrI ! &4 16 x 34 t F - SSA) PER SWEW-E 4' -8p4x lg,J4 _ (.,;,g}22 x t9 tJ( (SS3)-a42 x 22.1/4 - (SS8)80 2 x 24-1/4 - (SWJ,-76- 2 x 20 1/4 - (SS$)--51. 2x x 341/* -w (sss) 1878,uqe 180' '61 M_tAt1LLtGN 56 X 36 _ -80 3 31 2. 9 9 -4. 26 x 16.1/4 -80 S58 saX 44. 80 4 4 2 11 11 E 2a x;9.1/4 -70 (SSB)sy pI,l cnutx Horizontal cAU K 56 X 46 60 4 4 3 , 8Y pAk:R ` �-(" (�(�� i O 2 2 7 25 x 22 f 4 -70 &4 m S E I tJ 6 y sCt14t1 :,6 X 66, -68 ♦ 4 1 12. 12 a 26 x 28 t!4 -50 (SS8) 56 X 5Y- BO 4 4 3 '� -_56 x 72. -54 4 4 3 11 11 8 24 x 3S 1/4 -5Q (256) 0 60 434 -80 4 4 2 10 10. 5 26 a 161/4 -60 SSa) 2 X 0100 SOX 44 -80 4 4 2 12 12 9 28 x 19 1/4 -60 (ss) ..60X48 -80 5 5 3 13 13 7 28 4 22 1/4 -5G (559) fn5TENF5t .- 3Y Q S 60.452 -72 5 5 3 13 13 a 24 r 24 t/4 -5(T (Ss) EQ �� 60 X 60 -65 4 4 3 12 12 9 Zas 28 t/4 -50 (053) . 3*72'X 72' -52 . 4 4 .3 .1 t II . .ti 28 x 34,1/4 .-50 (4i56) 66%36! -80- 4 4 2 12 t2 5 31 16 1/4 -60 S58) 1A �D Oti 66 X 44 -7T 5 S 2 13 13 6 31 t 1?1/4 -60 (5a) 69 X 49 -74 5 5 3 13 1s 7 31 x 22.1/4 -S0 ,($58) '{ - _ '1 53452 -72 5 5 3 14 14 7 31 x 24 1/4 50 (SS8) C/] 65 X 60- -61 5 5 3 13 t3 6 31 .23 1/4 -50 (Dsg) Q� o 66 X 72 -48 4 4 3 12 12 9 31 x 34 1/4 -50 (c ) CAUL*BttuNO F114 73 4 36 -77 4 4 2 13 13 5 34 x 16 6/4 -70 (osa) j w O O 0 O O 13 13 6 34 x 19 1/4 -60 (258) 72 X 46 63 5 5 2 1930-NEA0 -- 13 i3 6 34 x 22.6/4 -60 (DS8) 7X32 -63 5 5 3 11 13 7 3♦x 241/4 -FiQ (DSB) - 72 X 60' --54 5 5 3 14 14 6 34 x 28 1/4 _59 (�) k 72 X72 -45- 4 4 3 t2 t2 a 34•34 1/465 X 36 -59 4 4 2 13 13 4 42 x 16 t/4 -50 (D58) I5457t CAULX 56 X44 -52 4 4 2 13 13 5 42 x 191/4 -47 (258)9D7 FSXEC RA14,. 88,X 49 -48 4 4 2 t3 }3 S 42 x 22 IJ4 -46 (DSa) 2 56 X 52 -47 5 5 2 13 13 5 42 x 24 1/4 -70 (3/16)89 X 60 -43 5 5 2 13 13 6 42 x 28 1/4 -70 (3J15)LOCK PJ!x_ - 66 X72 -40; 5 5- 3 14 14 8 42 x 34t4 - (3/16) GENERAL MOTES: YattlGalL l ru tA Y(.1TYP).. i) ALLOWABLE ` {(!AE S ADJAt NT TO EATkI INSTALLATION ANCHOR P11IN LOAD SHIM MAX. STACK TO BE 1/4% Section °�� 2)W WINDOW FRAME MATERIAL ALLOY 6053. W4N(D4W EQUALLY SPAGE 3) USE CAULK BEHIND 7IiNOOW FINN AT HEAD. SILL, e4 JAMBS; Hc37. PC HORS (TY7'.) 4):U-E CAULK FOR PERj}aETEiP SEAL AR NO ExTERfol3 `DESIGN OF ANDOW FLANGE NGE 5) PF ESSUF(ES SNOiYV ASE 5ASt ON 6tULtJOIN CAPACITY ONLY DESIGN PRESSURES FOR GLASS 1LCQESS._MUST BE DETEgMINED PER ASTU E130O GLASS CHART AND THE SMALLER VALUE MUST - BE USED FOR DESIGN. 6)W i RE WATER RESISTANCE TEST Rf QUIRENENT OF 15%-OF DES)Gh( LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE UMjTED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 0;O PSF ACHIEVED IN EST. 2?06 aoTttx4 RAl 7) RSTAU.ATION3 FIN FRAME H7NDQW IW SPRUCE P,NE FIR - (SPf) w040 FRA}A): CPENNG SMTN TWQ BY WOOD STUDS.USING:0 113P NAILS OR SCREW OF SUFFICIENP LENG1}4 TO f ROYDE MI41MUAt EM@EDMENT INTO SUBSTRATE AS SHOWN ABOVE IN TABLES. 8) IF EXACT V$NDOW SIZE 19 NOT USTED IN ANCHOR CHART, VSE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. EEE t9G1 LL _,�Y • 6 MAX.(TYP) , 6n16 exas;. k Exterior 14Q)W.Oosby Rd.4 is i$n,TI 75010•P.0.Bat 819022•D0906,TX 753131 �6"IAAX(TYP), SERIES 1900 (MULL) 100(MULL)/ 1970 (MULL) t ELEVATIONCONTINUOUS HEAD E I SI�t S1 HUNG 7Uli&! - 314 scAl WP P.f+h5QN SECTION 1 S VIEWED FROM EXTERIOR FA/li3 N/A Lh 3(1/2 3 SHEET NO. ALLOY DATE uwAu {m 19(0 MAL - 09/24/0.3 B 11Cb 4 701+[(U W4 SVF Lot frB SHIM AS REO'11 Iti— COMPAxAnw AN. .LYSiS & TAPGON ANCHOR 1OCATON HART. (SEE NOTES)' ow' BY wU(2D ASTII4t E1300 $(1EK v OTHER CAFE OW , >uCK w��TH --- , . 1 1/4• MIN: PE . PRES9JRE TAPCGN AN( IQR LOCATION 13A A P AMU BY Wg00, LNSTAt,4ATIQ,i ANW9R. EM EOMEN'r LOCATIONS Cll(X(3SE1 I TONG 4'GA»NGE Tyn SIZE (fNCH$l) Cl ACITY IN PSF eucK 9Y o n ER WiNDOw FRAME — G?LOAD CAULi4:,BETWEEN LAMS "�• SH14 AS REQ'0. +n r EYxi f y1__ CAULK BETWEEN '�ri(v04N 4(400 SUCK�r (SEE NOTES) t2 to I/Ei x26 _ _p� AC F.O,H.) i61f6 9* 03/4)f4' —90 (SSa') 4"+4 79 1/a%54 Sf -743- AC F.6.HJ i 14 79 1�8 x -i6,4 AC F.T,NJ FLANGE Ai '1000 6UC1C 6ENfNCi Q x _150. A,e F 0,}ia x - A.. F0;k1J tiro t ZI IP4 -70 (SS$) 4$ T9 1/8 x'72 -119 A,C 6, :0 Hd 16 lit r 3311f4 -55 OS8) 1 1 44 MIN. L INSTALLATION 1 19 1 8 x 84 —104 A,C 0.£f,Ga! 6411139 -56 (DSB Q ENBEOleENt ANCHOR lm ,s 1/z>f 25 -1 s :41 F.c,HJ 231h t sl3/4 -ss Coss) f F.c,H,t 231/;4 b 1/4 -50 (O-a) EXTERIOR 30x2 3x.1/2 x•26 113 A,C F,O.HJ 271/11EO6A -50 (556) SC,x3 30 1/ x 3/B -08 A,C F.G,HJ 27 f .16 6 6 55 F NGE TYPE CAULK BETVIEEN I1 /t - (ssa) I 1 ApOy� y1Eti r ABC F.O.H,t' 21 t/2 t?S 1�6 -50 SsD i A ER FRA}AE .DO Y FLANCt 304 SO 1 x50 3/3 -�8 A C F.C.H i 27+/1 r 75116 -43 f SSB} D 30444 30 1 x 54 S 8 -77 iNODD BUCK 3ox4 S ` 30 1/2 x53 5/8 -79 AC F,G,HJ 23 tJ2 920 4116 -49 (ssa) 74$ 3Q 1/2 K.63 -76 A.C F,G,H.I 27 t/1.20/4- -so. 34:8. 30 t/2 x 72 -71 AC F,G,HJ 27 333/4 -50 (osa) SEC I I ON -2 3(1x1 30 1 2 x 54< -59 A,0 F,G,HJ 211/1x391/4 -49 (D�) 22 37 k'z - r F:CHJ 34,03/4 -ao (ssa) [ rc33 37 X,38 3/8 -51 AC F,C,N.L J4 i'6 04 -55 (558) ' `M NOOW 2244 37 X 4 5/8 -55 A FG N 14 x 1 24 S7 X 50 5/8 -57 AC F,G,HJ ,A 4 YJ 1116 -50 SS9)) l'VD14. / C d 25/6 -49 (SSa) 1 V3 t R3lJ BU£7C 24+5 7 x 55 5/8 -55 A.C F.G,HJ' 34 t 25 5/'..6 -40 fie) , (f) E X I E{X I O HUGH T 25 37*63 63 -53 A,C F.G.HJ 34120/4 -50 TSB) I > A (' 26 37 X i2 -52 A.C F,G,HJ 34 1333/4 27 3T x 84 -52' A,C F,G.H,i 34 i 393/4 -4 (osa) IO FLANS TYPE -40 55 4226` 42 X 2$' -49 A C F.0,14J 30 t 103/4 -80 (SS8) D' F DON FRAME 4230 42 X 36 313 -40 AC F,G,HJ t 6 6/6 - (Sso) SILL 4250 42X50 5/8 A,C F,G,HJ 3912JT/ffi -5x (SS8) 424+4 42 X 54 518 -40 A C F L,HJ 30 t/6 -44 (n8) 4Z4+3 42X SS 3/6 -40 A.C FC,HJ 39 t 25 25 e1i _42 (sss) +263. 263 -40 A.C F,O,HJ 39!29V4 -50 Y 8) 4272 42 X 72 -40 A.C F,O,NJ 30133 3/t -00 &SO) r l�n -K 2 4214 .2%84 -40 A.C F,G,HJ i t 4/t :49 PERIMETER CAULK_ ,`�""jEI 4$28 48 x 26 44 A,C F,G.NJ 45 t III,4 6S BY DT1ER /// 1839 48 x 39 3/8 40 AC F,G,HJ 45*1520/4 16 20/4 50 (ass) 4650 4a X S0 5/6 -40 A,C F.C.HJ 45 t 231/% -50 (3/16") 6 b84+4 448 X 54 5/8 -40 A,C F.G,HJ 45 i 25/15 -50 (3/16') o 494+5 48 X 55 S/6 _49 AC F,C.HJ 450330/4 -50 (3/70') WINDOW 1T[ 4si2- e•x 72 -40 A,c F.G,.NJ 45:29114 -45 (3/76'} 451331/{ -45 13/167 g�t11J IlL[(11+� HOT T. 32 53 1/6 z 26 -40 1E r10 3/4 -65 (758) f4C FG,HJ �14 F G 34 53 I/ x 505/3. -40 A,C F.G,0J 4 b x 2J 1/14 —5G Casa) -40 A.C F.G.HJ 5014 } AC F C,HJ W 116 x 2J tJ1j -S0 J/t9" 4 34+4 5J 4 9 x 5f 3. -40 /9x2St11 -50. t3/16q 34+S 53 1/ x SY Sj9 -49 A.C: F.O,MJ 47'x2sv -54 PRE CAST SI!! 3S 5J 1/a a3, -40 AG F.G,H.t �1 t297f4 -4S BY OTHERS - 36 53 9 a x 72 -40 Att F.G,H3 bI, 33 s/4 -45 CAULK Bifi &I WNDO`N FLANGE 3c PRE CAST SILL MTH Vl!IKEMT> EC:TI fl lN 1 116 t7HE LK SIVE A 'CR i},THE A40W ARE N6TNt 40 NtGATT STNt`C,ltk3At OESGH LQAOS ET?At4 COMPARAAYE eSNA4 S1S de HAvE t+OT S APPROVED EQUAL WS Y �"t OESPQ4 LMS WILk'"t L1 TO.44 Oi Wt TO w TESST PFESSSU E'er`'F 6 0 p::F AGHI E¢UN TEST Fl ( 2}OvSTAtLATtdt41:F`C"A4GE FRfJ�E W Qc iN C E OR µA$Gi.o' OPE;�1_yC-USE 7/16'OtA: TA2GQN ANCrFi(7R SU.MK'kENF L1]�Gr,4 r0 PRO 158 EI. 140I4T 1'4T SUSSIRATE GENERAL NOTES lOCAnba�s14C3a4 t)N CHAll 3 e QEv1 )4t4S"FDA i<E₹TO TAPO. OGAT)Q 4$ 1) SHIM AS REC1'0: Al EACH iNSTALLAITON. ANC Of WJTN EOAD Et£ARlNC SI tlhf, MAX_ 4xicr'ra4now SE IS NOT 12$1E0 N AHCt4R CHART,USE N x/AHim'USTED ALLOWABLE SHIM STACK TO E3£ 1/4 1 t Etcr[40C415 zE,Far fl l APFRC6'aA1 DESIGN P11ES9E RE0'0; 3 r 3) CAULK BEHIND WNDOWFIANCE AT 1-EAQ AND J y M A I AMB$,SILL MUST BE ELEVATION ATTACHED;TO THE SUFSTRATE 'f41TH WLKEM 11B ADHESIVE CAULK O.R APPROVED EQUAL ,aI 4) APPLICATION OF WLKIM 116 ADHESIVE CAULK AT FRAME SILL MUST CCiMP1.Y WITH SEALANT ViEV`JED FRQty EXTERIO►� , , MANUFACTERER'5 RECOMMENDATION I 1209 W.r,,,yt 0 ,Cta alw tk 75305.50.52 8,7u t.a ssal 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF ?ANDOW FLANGE 6) CLASS THICKNESS MAY VARY PER THE REQUIRE—VENTS OF ASTM €1300 CLASS CHART I ASSEUI3LY DRAWING s 1450/4550/95701450/4550/9570Oar t+uvc`Nrrooa SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFl[D. s22E FAIR G+kO %AE EP N/A SHEET NO. Lt�,A DAVE fit£ NUV BEA j 12/G8/O3 B ;NSTALATIGN 1450! ,�/ SH%M tF REQ'D COMPARATfV+<ANA, YS)S & TAPGOt3:ANCHOR LOCATION CHART - IkSTM 1;1.3013 -(Al: 9Y rYOQD euGk BY OTHER CALL Ud1N)o 1 BUCK v Ta--- 1 a 4' MIN. DESGN PR£5SU4E TAP4CUi t+N6 E.b kt10N f3�tit�AR11AL_L 0,4E-BY,WXO INSTALLATION ANCI'OR. EM QIAENT SIZE SIZE INCHES AtPA6 1, PS F LOCATIONS ENCi4SED9U�D flUCK BY oTrH FLANS 311E 1 C 10+0 WItJOOW FRAtlE %AASS.SI fTSS'__CAULK c3ET',IEFN SHIM IF REQ D. P3Hr r„t4r A AA4a. Ac F,GNt T'6 Ust,a Wdbi) BUGf�3c 12 CAULK @ETwE� WINOON MASOtrRY nPQTtNG , 13 29 1(fl x 39 3 8 192 A C F&Hl to �/+ —9h' (SSs) _EE / —.- 615/14 --a0- ( $0 FLAyGl= Ss W4RD BUCif BY OTw'S 14 T'9, t/$x_50 3(a -164 AC, FG),Q rE y1 x 2)/3' —$T'1 1t58)) 1444 19 4/$x_Ss S/8 -159 As F.G,xJ t6LdA5IM ` ( h 4+5 9 1/$ x•5S 5/B —141 A C FO HJ 15 e t z3 9J a 70; ($513) Q q 15 19 I/8*83 73.2 AC: D F.G HJ 1 T'/1 t 22 55. ($s) 18 23 t/$x 12' —118 A C D.E,F4`,HJ T'6 4I i 33 3/4 -SS (ass) 1 1/4` M1N INSTALLATION 17 19 T'/8 x B4 -1J4 Ag DFG;il ;4193 -50 ( 58) EMBEDMENT / AC ANCHOR 1 H2 B T 2 x 23" —13fi 1143 Z8 t/Z .x 38 3/3. —109: AC, F.G.HJ 231f1 r,e$/i -@3 (sss) PERIMEER CALH.K 1144 26 f/2 x 50 5/3 —10,1 AC FG.HJ 2tIA x zi I/ie -80 ($$§ a OTHERS Q CAULK BETWEEN 1N4#s 251/2 t54 S/9. -100 Ae FG.HJ 231(1a25I/$ -70• ( S8 SHIM IF REQ'D. WOW 3 &EN 1144+5 26 1/2 x55 5/8 -10(3: A C F,G,HJ 2J 1/ta 2S 9[11 —70: (SSB) Yr1NOC 1 WDTlt 1IAASONRY'OPENING 1 HS 28 1/2 x'63 —94 A.C F G.HJ 23 th i 21 1 —55 (SS9) BY OTHERS rHa 25 1/2 x 72 —79' 01 F ,HJ Z'lIAF.3 S/1 —5s (xo) BY ' 1347 28 1 2: x84 68 AC F G H I 232/21313/;' -y0- (0 ) PERIMETEI CAUt�f nIE GX.-ERIGR` 30 '/2 -11s / A,C FGHb 27 tfta 163(+-. —80 ($5B) FIL A4�4CF }T�yP � f CAULK BETWEEN 3c�3 30 1/2 a 38 3/3; -s9 A c F,4,H� V to t la X16 -55 (s5a) WI'YD0ifr FRA€ f SECTION YANDOty FLANGE 3C>4+4 30 1/2 x.50 5/8 -7$ A.C" FO 21.1 211(`1x,23 1M -50 IiW' 8 HEApEfC 30x4+4 i 30 4/2 x 54 5/9 -77 AC F,G.HJ 217/1,.'751(.6 -49 8 WOOD DUCK 3Cx4+S 36 T'/2 x"55.5/8 -75 AC F.G.NJ 2711 y S 9(i -49 WX5" 30 1/2 x 63 -79 AC F,G,HJ 21 IAi 24 S(4 50 30-x6 II 301/2 x 71 -71 A.C FO,N.I 27',/2x3331'4 _50 658) WINOOIV J0.2 t 301 2 x 84 -53 A,C FQHJ 27/2 a.H 1/4' -48 ()58) NOT'i, 22 37 X 26 89 AC FIT 24.1 34*203/4 SO 3 4. -80 (SS8) 23 37 II 33 318 -67 A.p F.G,HJ 341 It5/tl -55 (556 , 24 31 CC 305/8 -57 A.C EG.HJ 34,231/31 -50 SSB V] 2414 37 x Ss 5/3- -55- AC F.c,HJ 34 i 231/46 -49 CSSB�} �1 24+5 37 x 55 5r 8 -55 A.C F,G,HJ 34 a 25 9/;6 -49- ($$B7 Q� o EXTERIOR ERI©R' BUCK l 25 37 x 63 -53 A.C ►.G.HJ 34125!1/4 - HEIGHT 26 37 x 72 _52. A C F.G,HJ 3}t 33?/{ _50 D68 27 37.X 84 -52 A.C F.G,HJ 31 i 39.3/1 -49 (p, 4226 42 X 2B -49 A.C F,C,H.t Ht103,9, -80 (559) FLANGE Tl?E 4238 42 x 33.3/8 -40 AC F G,HJ 33 1'0$/4 -55 (S5$) ct W1t�WW FRAME 4250 a2 x 50 5(8 -40 AC F,G.Hf 31x131/16 -50 (5ss) SIL T I42414 42 X 54 5J8 40 A C F,6,HJ 3!126 t -q L//// 5SB 44263 +2 X SS S(8 -40 AX F G,H J 34 229 4/4 -49 (SSB) 428J 42 X 63 -40 AC F G,H.I 34 a 19 tf4 -SD (068 o 4272 42 X 72 -40 A.C F,G.H.t 31 T'193,0 -a9 4284 42 X 84 -40 A.C. f.f3J1J 39"a�1r'4 __(DSS} 1 8 OTHER CAULK 2 48 X28 -43 A c F.GJ4J S3 a 10 3/4 -65 4-3 x 33 3/8 -40 KC FG,HJ 43 t T6 l -50 (P58) z 1 4$ 850 x50 5/8 -40 A.C F.G.HJ 431231,14 -50; (3e �.4 4-s55 4X 1 WINDOW 484+4 48 x 54 5/8 -40 AC F.O,HJ 455 /31 -50 .(3/5) I-{(',f, 484+5 48 X 55 5/8 -42 A,C F,G,H,1 T'5 t o SA6 -50 (316 1 40 AC F.C,HJ t /4 12!_4 -45 (3/16) .-r F G 4 2 I 8X2 4¢ AC F.6.H1 41533[4 '43. (3ftti) a 32 53 1/8 126" -40 A C F.GJ1J 5010 a 16 3(0- -65 ($58) 33 53 1/8's 38 5/8 -40 AC F,C,H I 5C 101 1 A IVA -50 (DS8) 4 5#1/p x 50 s(a. x-40 A C F,R,Hd 50 Sf6 i 231/► -50 (JF 10- a 3414 53 1/8 x 54 5/8 -40 A G F,Q Hk Se 1/I r 25 1/4 -50 (t3,/16 34+5 53 7,/8 X 55 5/3 -4g. A,C F.G,H,F 501/D M 23 0 -50 Jf18"} PRE CAST SILL :35 53 1/8:X o _40 AC F.G,Hl 541/e>f21Ij -4S (3,116' BY Oi44f7rS 3b SJ t 8 is n -4 A,C." F.t7,HJ `Ai 6333/4 -45 LJJ1.8'3 CAULK BET"hEEN WMID0`vY FT�NC1: & PRE.CAST Sill. PATH Vl)LKEM 11 cc r 6 ADHESIVE CAULK OR SECTION 1 APFRO'+EO EQUAL H 1 GENERAL NOTES• 1) SHIM IF, REQ I). FOR LEVELING, 1['\/12) vYINOOW FRAME f(� 3) CAIk}( BEHIND Y,IINDQ,V F Y 1,ANGEAT HEAD AND JAµBS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINCO'W FLANGE VIE ED FROM EXTERIOR 5) DEG M PRESSURES SHOWN ARE BASED ON"MUWOV CAPAQTY GYLY PRESSURES FCR CLASS THHCKNESS r MUST BE DETLRMINED PER AS T4-1309 CLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. �I 6) M-IERE WATER RESISTANCE TEST R€'JIRCMtht OF 459 OF DESIGN LOAD APPLIES DESIGN LOAD AL BE cx.r *. CC 70 UNITED-TO 40-00 PSF,0( TO WATER TEST'PRESSURE OF EO.0 PSF ACHIEVED ON TEST cm w. 7 Rd. rARar T< 5145•PA c`at Bt91@2.Oanc+. X 15381 6) INSTALLATHON FLANGE FRAVE 1NOD'N!N CONCRETE CR M.ASC RY OPENING USING 3/16 TAPCON AN(53OI Cl ASSECH Y CRAMING SUFFICIE?1T LERGTH TO PROWIE MINIMUM 1 1/4'EMBBECMENT INTO SUBSTRATE AT LOCATIONS SHOWN,ON CI1ART r43($1450/1550(+.570 FE 3T'.IE 5C'CIICX tttING A1NOO t 8) IF EXACT 1#'400W SZE IS NOT USTED 14 ANCHOR CHART, USE ANCHOR QUAMTTY LISTED MMTH NEXT LARGER SZE. c}ro SQL SHEET NO. AR IP N/A 4i3OY :L,J 0ATE 0* !`ISJNSER — _-- -..._....__.. 05/25/04 a 1NSTALAT10N 14501 SVFLVt I -- - -- u 1 0'L7 t /,, a� r INSTA1LATION ANCHOR CHART CON+jCRETE Twq BY wood sucx AkC►fQ R,^^~^ 4�s ` E6t6£Lr'4O OA1 tdA50NRY 3/1a` O1 TA{�C t; Ct4 ` 1t45fM ATtOM ANa-KR (SE£NOTES) _3f1 fi' OtA. 5CRfl►ts St�tE1�f 4O 13-t/21 0.0. ,X. 8Y OT► id SCRE>it _r r. .I-1j•8 ►art. CALL DOOR TAP&a S H Sl.L N HEAD By O111"S u �' EL46ECIA04t Ek JA►fO HOOK STRP CALnx 6f riwi woaa DOOR 1-R SIZE do SIZE IN To 48 at A 1,► Ta 46 PSF 61 L,1P TO UP t4 2 $Y",6 4t3 0lJCK do ►AAS ,µmg : C0NFIGl1RATi0N INCHES 43 PSF TO,60 10 70 45J TO 60 TO 7O 7O PSF 70 psF 2 x Q woo GFE1 tt{) OY 4h+E7t3 ASOWY ilk* Psf 6P P7 DA Ofd OP Si OP 6th DUCK BY orrims ' 4 GpfttKtO► SQbas ?D4. QX. XX 6 }t 4 eo 3 3 3 3 3 3 (SEE NOTE 16) 4 5 4 (5 NOTES) BY Of CJ S 84)48 kO. OX. XX 12 X 80 4 4 4 4 4 4 4 5 Sf ►t AS PEO'D ¢ 1;'1/4' !r>iL Y4 XX 120 X 8O 6 6 7 a 7 6 4 5 (SEE NOTES) 4 ' r Xo. OX; Xx 6O x 4a 3 3 3 3 3 3 5 6 i £00 X8, OX XX 72 X94 .3 3 3 4 4 4 6 8O8O )CO OX. XX 9tSi A 4B 4 4 5 5 5 6 6 6 t T P wo aY 2 1 QX ,, xX 1 _,/a x2.L1 a 5" a 7 6 __ __. 5 ll r WX DUCK :�ECrtoft C) O 103-s<,x 60 6 s S 0 6 1 4 5 f?€BECt�E141 3116`d�4. 12066 4X0 14S-3/4 X 80 7 1 9 7 2 1O 4 5 15O8-5 0Xt) 181-3/4X90 9 1O 1t 9 12 14 4 - . - _. ,. - F,-�„ 7680 cX0 91.3/4 X 56 5 5 5 5 5 5 6 5 FROM65 & ot184 OXO 109--3/4 X 96 6 6 6 a a 7 4 6 131/2 O . 120a0 OXO 145-3/4 x 4a 7 a 9 a to 12 8 6 fl I I I \ L,IAX. 8`f OTHERS15Q%9_____ 18t- 4 X 9 1t_ 13 10 13 16 a STtCO 1> iNSTAWT U 4045 Ax 146 tt4 X 80 5 5 5 3 6 7 4 5 f3Y OOfE�5 /4` SAX. ANd-fGR 12468 XiX- t42-9/tp X 80 1 7 B 7 D 1O i 4 5 S1/4 SPACE fa SCRES+t i0c46 x7X 178-046 X8O S to 1t 9 12 14 4 5 ?680 AAX Ss-its x45 5 5 5 5 5 5 6 6 PEANETER 0480 XLA 106-res X 06 5 5 5 5 6 7 8 6 CAVLK BY CAULK BE TWEEji 12080 XX 142-.1 X 06 1 a 9 �► 10 i t 6 On4EAS PERs14ETER CAUtX aOoo OUC1C dt t78-f a X 9a 11 12 10 13 15 a 9Y 4THEAS • . MASY OL'c4m IC xx « xOC4 2 srs 842 4t 6 5 ` 7 1 4 OO48 PRA14E STUCCO—' BY aT1'us 12068 CRYO, X'YX 14 4-s/t X 8O 7 7 9 7 9 to 4 3 BY OTHERS 16O88 Oxxo XX 192-5/9 X 00 2 11 12 10 13 15 4 5 t1£Afl DL)C1R 1OO8O O74')• XXXX t20— -s X 96 6 6 7 6 6 9 6 F LkT 12080 OXXO, XXAX 144-5,1 X 96 7 6 9 6 10 11 6 8 1/4` MAX EXTE�ts4f2 OOCNt W14Ttt 5H34 .PAC( '-2 (3( 6 OR 160110 aXX XXXX_ S92 s X 9$ 9 1Y 14 11 14 17 6 2XaWOOD C�Jr IJhC 11 11 BUCK BY 0T1& (sE( C1aTEs) iLi11 I N — (SEE NOTE 10) DOOR Word p W NI A__i CGNCRkTE Ot4 GAVtK BETwEEt4 itA$014TtY OPE}1t1t�3 iM70Oo i3tJC3t do w BY Ott as (1 v MA5'Y CPEwNt3 I 1 1 I BY Oit S COt4CRETE �" d 0Gt NO RY g g o V i L;B£RALkY ABLY AtlLxuvc y Elti/4? rFtIT ".i..il7ihdG GLASS ODOR 4 BY dTHETts HO GH O unt A su CR SET sat tN ;4ON STR.P d ..--r ` Z s�o O� Goras�r� � 2 SE' Tlc `A—A Mra + d 1-t/4• u . 1 UATTfflAL: ALf.1tYA:11 ALLOY 6c�43. a Ef�t8ED1AENr -- --- 2) TAPCT r> LNSTALI-Ano I MQ1G1..5 o Wit.EiJST 0E 4f Er4T(J)' )4TO AQif.W 1M{.DAKDJ041 Of t-1/4` -.-- ---.. LNT0 I4AS4kRY(aft CU#U3ETE t3 S )EW .ST AL LA '14 Ab.O}•cA s 44UST Lt Cf o.rrr;C?.T 10'3H TO AO-E.( A t4. Et�9'x"4O f Cf 1` R4TOd T'Mh aY 1006' 3....ç A S) ALTV i4ATt fAPOOj!l WSL4AAt10 4 A ' S I i r 112 3A iw l P.WE SLL use me ftA PfFl:laf Tt SE t..ANCAx+13 txT Covet. EXTERIOR L E V A TI O N S IF EXACT DO SIZE 75 hQT UVO H b5TpaLA11Gi AfECf1QR CWY4T. USE MQ-'.0 QUM*,I1Y L.TST£D NTH NEWT IARGFR stE. rCA T>•C APPROMATE 0EZO4 PTtCS9,JRE i-& D. 4 FOR PACrt:T C'X$ SIZES U CL,QSEST p;TA$5 OC}Cat Stit & CCxVGL1TAW 141 FVASTED 72POta7R ��yr� ltfli4r 7} t49AATED CLASS `.,'t74`nt4 SNQE GLALSO ALSO APPRQVM TEMPMO J 5 it#WK55 NAY vAAY PfJ .t-X if14)i'S STUCCO �' Q(j/ 14 Cf AMT1t 11,40 WM Ct}ARTs„ 8Y OTHERS rR0 fj6 a) .u. fACICAY APPt,EO t1QLFS NOT OLS?M0 v .s TAPCON JV40+Oft sRouLA 43E fLi.1ED .1114 !3 Se ws Cf ..,ETF7G]lT UJ CTX TO PftGYtt 1i.& t•Eb4l3�EDONt 44Td PM}BY* O�IClL —r CAULX E3ET11EEN .? , ••"• T ,� 9) .. $ / SkL CC C-4 3 Aft TO eE SEALED 111 Tl1 A S4.4J V14 SEM ST — ` '.' Q'` j` r` 10) StN,i A8 ftQ°tt. AT€k 5Ct Of iNSTA41ATKk4 A401005 NT14 IC'O 1.$A H3 SH%t MAX AC1Cr4A0(6.Hint S?AOC TO T -- � C ( *1 ac tl*, CLAS DOO ; i 1001 1N.0*Rot►C4sTn3t A TX IM PA. Sc* 819022.0 1 t )SMI 11)) ALL iNSTA4tkT1t2V t .fS kuST BE 4+'OE'Of C#+RG'..�P4 V.'StAt4T VATT3oAt$. tx) mstE"k a e pvpc m 14Q>>c Pmm AND `o1 R.uvts 4T9 n)mD emm A mo)a at1#it�iRr"S ARE AS GLAZING } tAT • R S 42(�� 3of440 SLfDiNG G1_ASS D(}O Lt3tco O4 *#SU74.LA"04ART (SEE NOTES iNSTALLIT'1CX4 ANGH9R * , , CCU 13) t.OT ALL CCi VLJawAT1(71+S LJSMO A09 E AAE 9iGM ON 11,rs t,Ai t > 94STALi,AT9f4 SECita45'A—A`. `$--a` 3/16' LxA. TAPCCN +� Q 4 -- w>t tNSTALLATi4t4 4ETAfL w1TN TWO 8Y BUCK tN µA5GNRY 4t;f10t.( STTOP CETM. APPLY TO tr�sTALLAfi3Ok CAF Atl APP7?5?ivEri 0*f1G #tA�+3 Sint?. . CEASS r� J IO er ITAlt t4) MAX ALLq '4U SPAC?+C BETY{p4 ' 'co Ati@+CEEB W"AAA . To 8£20 O.C, rr '�,S 16) CR US WOW3/4 0.CA'dS'1M5o SC ' 4MKO TO ALSO T$C I',4T))A Y,cJ T( 04 On4A c Qf3K S RIP f7 TAIL '.I 4�; �� ` Cr,�`' 8(3 fl___ w�c SHEET NO. 11) DE`.524 Pf(45 J<CJJrA(JTY Cf f'PWJCT TCt f6 33.0 P'S1'. - 7;+14/ 'EsS U9r1t4t -- 12 0>3 42 � GEC!-�OU2Z )rt/+ 111 14 RwXLC1 7Ksa..tx+r iLd . I' 0 L"-hm►K.,.. -c.. Milt(+wC.0n" 112-4sm /ul MOT 11)lU0 SVF tot-5-Bt WINOOW wtoiu TRANSOM MULUCN SPAN HEIGHT • l ANCHORIAA)c. UtIT WIDTH TYPE CLIP Ya�INDOW5 UNDER _- _- SEPARATE APPROVAL --� ANCHOR TYPE TRANSOM Y�Iti131J'N HEtGHi' A B UJI WINDOW HEIGHT WINDOWS UNDER f,, t SEPARATE APPROVAL. Ic WINDOWS UNDER SEPARATE APPROVAL OktZO # � 1/ v� LAC SEE CHARTS SHEETS $. 9, to AND if FOR DESIGN PRESSURE AND eWCHOR SCHEDULE O riOTES: 1) ALL. ALUMIUU f EXTRUSIONS ARE 8005—T5 ALUMINUM. H + 2) CONCRETE COMPRESSIVE STRENG1H e UGHTWE10Ht HOc.EOw Ei.oCK ra FOR T',vtN wrNL'O' NtTti rRataa�u = QUALIFY STRONGER t�t.ATERIAL. SEE CHARTTS SPEE 7 ANO 8 FOR RESiot4 PRESSURE AND ANCHOR SCHEDULE ,3 3) POR ANCHOR TYPE ava SP,1C)NG SEE SHEETS 8 AND 7. 4) PRODUCT AND INSTALLATION CONTAINED HEREIN COUI UES WtTti tHE 2004 FL.ORIOA DUIL0iNG COLE, SEE MULLION CHARTS FOR MAXli t3M DESIGN PRESSURES, LENGTH AND ANCh OR SCHEDULE, 5) THE RESPONSID1UTY FOR SE'L�CTfON OP WINDOW LPRODUCTS To MEET ANY APPLCA L0C 4. LAWS, Du L0 NO DOD S, OROINAtES OR 0TF?ER SAFETY REQUIREMENTS PEST SOLELY diri4 THE ARC>,irECT OR EN`CINEER, DUILOV0 OWNER OR CONTRACTOR, 8) YrtNOQWS ARE UNDER SEPARATE APPROVAL i ♦, • 7) W MULLION SIZE IS NOT USTEO IN �CHF,RT ROUND UP TO THE NEXT ; r ., � r � LARGEST s+al�. f , 8) ALL UtjLLS cm DE USED WMTH ALL PRODUCTS. SINGLE HUNG, PICTURE r `j r d1 , . f 1' •. (31n an oP Eexa LP WINDOW AND Ho IzoNra. ROLLER. • HORIZONTAL MUI.LiC3i S Qf95 �T5r Al.Uk4INUTA F ` aobe�t Ian ELEVATIONS AND GENET I NOTES �p. 1 <9�z,tS 09/t8/G6 P7C.sUc 5,71 {feat. Sr;te c-2� yr EY+ +9rf LINE {1 + Roc F1a�Qo 32955 , t UA «► t ( 7 SHEET NO. W 7 r!•� .rt � � � ♦ / t 1 3/8" MIN. L EMBEDMENT 1/4" Ss'ACE MAX, 14 5 �L TUABE MULL iTICAL MUL UONS UI�a:rAL T LiORL2ON aONa Er OR Cft{� a MULL. NIP f U8 Y c�rHERLJ a SELF TAPPING 1447 BULL ON VN S TYP. LOCATE TRANSOM 1447~-2, 5347, 5,3.47-2, 6" MAX. FROM END FRAME 5547 �e 554 `-2 SIMILAR & t so MA C. O.C. THEREAFTER 3/tart QR 1/4N t?IA, TAPPER 14 SELF TAPPING SEE CHART FOR TYPE MS TYP. LOCATE 6" MAX. FROM END PLCTURE 'VVNDOW THEREAFTER O.C. FRAME SILL SHOWN t 447 MULL SHOWN i 1447--2, 5347, 5347.-2, 1447, 2 1/2 MIN EXTERIOR & 1447 -2 SIMILAR EDGE DISTANCE ,� OR EXTERI Si CT EXTERIOR AA _ PICTURE tiIAN(}0W MASONRY INSTALLATION FRAME JAb1B SHOWN PICTURE WINDOW HEAD SHOWN W 1 12" MIN. t 4" SPACE MAX. EXTERIOR EMBEDMENT ! I p x INTERNAL MULL CLIP VERTICAL MULL 1445 SHOWN - USED TO CONNE;L 1-iORIZONTAL/VERTICAL WITH PW 4AML�S INSTALLED ANY VERTICAL, TO TUBE MULL, CLIP 1320 HORIZONTAL MULL �i10TN . . VERTICAL MULLION 1448 MULL SHOWN #12 WOOD SCREW SEE VIMRTIC FOR ALL z Ct1ARF FOR QUANTITY VERTICAL. MULLIONS rd • z crioiv e B 2X WOOD FRAME HORIZONTAL MULLION 13Y OTHEt S SHFATHINO *• BY OTHERS --- k 1447 MULL SHOWN 1441 5347, W34/.r' R I ' ' j }I► 5547 & 5647�-2 SIMILAR f !f.. r., Corn an of Texa> LP HORIZONTAL YULLEONS 6OaS--T5 ALUMINUM EXTERIOR a 1320 CUP INSTALLATION OETAJLS WOOD MASONRY Ft A.► INFG INSFAL TION doR nT $� ' PTC; lC R, 9 18 06 /�S35 N. SC�o/9sotr�at, NTS 5Yt1 R£ $!Gf4 tt GvrL�k�{a�t fai6 1 �t lic ENO050_ MQ.2:*3S )*Or-& Ut-W-t76t ►or 321 t9C-r%!v SHEET NO. W7 . 1 ,I It f I SVF-tot5B uc EXTERIOR 1445 MULL 1445 MULL. EX tERiGR HORiZONTAL/VERT1CAL TUBE MULL CUP 1320 HORIZONTAL TUE3E MULL CUP 1320 EXTERIOR SH ATHiNG 1/4" SPACE MAX, 1/4" SPACE MAX, BY OTHERS 4 EMf3EGMENT w 1 3/8° MIN. EMB OMENT 2 1/2" MIN EOCE GOhtCR~TE OR CMU DISTANCE BY OTHERS 2X WOOD FRAME BY OTHERS 12 1'000 SCREW SEE 3/16 OR 1/4 01A, TAPPEF� CHART FOR (?UA�'YTiIY SEE CHART FOR TYPE I ON s=RAMtNG iN5TALLATtON MASONRY INSTALLATION _ __ A * . COM _a» of Texas i,,p HORIZONTAL MULLIONS 6005-45 ALUMINUM 1320 CLIP INSTALLATION OETAII.S WOOD MASONRY f` j ; j ffL 91914 TG< li,C , II _ IIit53� coy tit scrod, S—R.' G� 3 SITS (�Ei�C450 AfY+�+Q5r :PATE` 8 � C rQ° 32 ?S °fC:U.0 f uEr<: t SHEET NO. • �:c xo. zssss > tc-asc-�rae r. yr- -�l 3 OF 7 SVP L t 5 B 1 3/8" M€fit, EMBEDMENT 1 1/2" MIN. 1 )/2" MIN. EMBEDMENT EMBEOMENT 1330 CLIP WOOD SCREW �' 1330 CUP SEE CHARTS v 1330 CUP 1350 PLATE WOOD SCREW SEE CHARTS TAPPER 1350 PLATE SEE CHART 2X FPAMINQ3 135r} PLATE $Y OTHEE S °� CONCRETE OR CMu BY OTHERS I } CONCRETE OR CM 1 SHEATF?11�fG QY OTHERS BY OTHERS 2X BUCK CAULK £EtWEEN BY OTHERS BUCK ANN CONCRETE JL t�4ULL1(}N TU8E CAULK BETWEEN BY OTHERS MULi ION JTU0E BUCK AND CONCRETE v� 1/4" MAXIMUM BY OTHERS - �-MULLION TJOE SPACE 1/4" MAXIMUM 0 > SPACE 1/4° MAX;MUM O SPACE 1330 CLIP INS►L 1330 CLIP INSTL BCTE N A-- MASONRY FRAMING 1330 CLIP INSTL 2X BUCK rd , t r. , Um Al of ex s Lp HORIZONTAL MULLIONS 445T5 AU)M1NUM ` 1330 CUP f�iSTALLATION DETAILS O40 MA54fl�2Y 1 . t�cb�pts 1 srr I PEis ( r fo a P. � �1a. �'J14 PrG lLC R.t 9/16/06 sttt ?535 h, .o e2 est. Suite G 5 tV1S EN0050 f£125i [}At£' 8Y' Fr E CerG ` 7N11 `�9Sd�3 �► ,uC JALJryfa►";,l� ... N AS a;2t-04t-!1241 Fay 3t- g t "' 4 OF 7 SHEET NO. "r ,' t '. '• � , . , , fir W7 . 3 r .. SVPLot5-Btcyc_I WINDOW WIDTH WINDOW WIDTH ? ULLION SPAN MULLION SPAN WINDOWS UNDER ANCHORTYPE SEPARATE APPROVAL CLIP 1 0 ANCHOR TYPE D -- �l CLIP _" E E /4 %f WINDOWS UNDER SEPARATE APPROVAL B p MUL iJON SPAN WINDOW © B B HEIGHT" WINDOWS UNDER SEPARATE APPROVAL. 'A ANCHOR TYPE AAiti CLIP O w YCAL IJ,t;t_LIOId N SEE CHARTS SHEETS 8 AND 9 sgrz(?t�TallyE�� ! .: GEso N PRESSURE AND ANCI-ft1R SCHEDULE EL T Ey QTJa SEE CHARTS SHEETS 10 AND E1 FOR NOTES; DESIGN PFESSURE AND ANCHOR SCHtOULE t ALL ALUMINUM EXTRUSIONS ARE 6005-T5 ALUMIi UU, 2 CONCRETE COMPRESSIVE STRENGTH LIGHTWEIGHT HOU.OW BLOCK ro QUALIFY STRONGER MAtERIAL.. 3) PCR 910EPOE TYPE AND SPACING SEC SHEETS 8, 9. tO AND 11. 4) PRODUCT AND INSTALLATION CONTAINED HEREIN COMPLIES WITH THE 2004 FLORIDA E3thLONG CODE. SEE MIjUION CM'S FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEOVt.E, 5) THE RESPONSIBILITY FOR SELECTION OF W NEOW PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, OVILOING CODES, ORDINATES On OtHER SAFETY REQUIREMENTS PEST SOLELY WITH TI-ME ARCHITECT 0}t ENGINEER, 8VILC NG OWNER OR CONTRACTOR. 6) W5tNDOWS AR UNQE.R SEPARATE APPROVAL 9, 7) IF MULLION SIZE IS NOT LISTED W CHART ROUND UP TO TF,'E E,1E Xt /Itm 4IIl LARGEST SIZE". , ' aA Texas, LP 8) PLATE ES HOR.CA1 TB RE USED wFt two, $ 14,• 0# SOUR ,,jo 15 Ate VERnOAL MULLIONS 6045-�T3 ALUMIUI�f RE'QUIf2E!). CRt�I 8E bSEO WITH MULL CUPS f 438, t 434 a`JO 1�,;8. + SEE< SHEET i. ELEVATIONS AND ENERAL NOTES 9) ALL MULLS CAN BE USED V10 ALE, PRODUCTS, SENCLE HUNG. PICTURE; + ;1.+�otr 6r'NINOOW AND HORIZONTAL ROLLERS. , Ftofi" P. r R LUJ Pro,`Jl.1Sd NTSCAr�` F Cxt�'C dt M-F44-t!a its ut_M-1) _ � it ` + .' ` , r t f SHEET NO. •. : t ; ' Y Y V �/fit` • � ,� ��y,,.' #12 ' OODSCREWSE5 CHART FOR OU94TI CONCRETE OR CMU TY .--- »-_.�. 2 1/8" M(N. 3/1 S" OR 1/4" O(A, TAPPF-R E,4i81~OMENT SEE CI�ARTS FOR TYPI~ 1330 PLATE ANCHOR SE'E CAVLK BETWEEN WOOD SHEET I NOTE 8 BY OTHERS BUCK & CONCRETE COSY OTt ERS CAULK SETWtiEEi�! SAtG OR0CiP 4 1 3/80' MIN. 4 � Q c £M8Et1M£IyT' EXTERIOR SHEATHING VERTICAL TU13E MULLION - 1 AC 1438 143$ TO 8E III I USED WITH 1100/1900/ �` ix WOOD BUCK 1970 SERIES 1/4 SPACE MA}C. BY OTHERS 1/4 SPACF- MAX. . .. .� 1 Ill I SHIT AS RE Q . 1350 PLATE ANCHOR SEE SHEET I NOTE 8 2X MULL CUP 1438 6Y WOOD FRAMEft MULL CUP 1330 1448 MULL SHOWN 1448 MULL SHOWN 144-5, 1445-2 MULLS SIVJLAR SECTIO C C 1445, 1445--2, 1442, 1330 CLIP INSTL 5347, 5348, 5347-2, SECTION �C 5548, 5547 & 5347--2 SIMILAR 1438 CLIP INSTL VERTICAL TUBE MULUJON BRACKET 1330 TO BE USED WITH 1100/190()/ i MULL CLIP 1330 1974, 1450/1550/1570, o 5300 & 5350 SERIES ANCHOR SEE �` --- -1448 MULL SHOWN SHEET 1 NOTE 8 1446, 1445-2 MULLS SIMILAR _ y MULL CLIP 1438 v v -d o cd 3 j Q 1 3/$" IAN, l c c EMBEDMENT '� s II � 1/4N SPACE CAULK BETWEEN -..,.,� S�IEATH�Na ANv ANCHOR CUP 4 eoNcRtrTE cR cl�u BY OTHERS 3/16" OR 1/4" 01A, TAPPER ? , l#12 WOOD SCREW SEE SIE cI�ARr FOR TYPE CHART FOR QUANTITY 2 1/8" mlN' EMBEDMENT S CTI i �3q CLkP INSTL '�'� •�' 1350 PLATE" ANCHOR SEC �" VERTICAL MULLIONS 6005-»45 ALO NUk! SHEET 1 NOTE g Yl --A 1438 & 1330 MULL< CLIP INSTALLATION DETAILS 2x `A'Q0D FRAME fa . , I L • __Acts �t 1 38 CLIP JNSTL $Y OTHERS PtcFdo �+. b 14 R 9 I8 06 I±XTER(QR SHEATHI (G a , r•, P4. l lC NT^a BY OTtif RS 1333 N C a,�d $`Jlet, '' ` s REY+�tON enry oo r e ribr •�J2953 GEN004$ SHEET NO, RS9JS +�aei 321-lfNt-�7i F4r }x,� ^,)�t , 2 or 11 - LV . __- v : 1?,', :•' b , I______________ 8 . 1 Ptot a-Btuc I X12 WOOD SCREW CONCRETE OR CMU 2X waaa FI At E Sr E CHAEiT �O�i MAX. F3Y t1THERS SEE CHARTITypea tAs7I�ER BY OTHERS QUANTITY USE ADDITIONAL ANCHOI $ ONLY IF REQUIRED SEE CHART CAULK BETWEEN W00D ¢ `� 4 t 3/a" ulN. BUCK d� CONCRETE Q c EMBEDMENT �� BY gTN£ftS ..� �s 1 1/�• MIN• �-.,.., l G EME3EC VENT IX WOOD BUCK ..,_.,� ,.,. .�,_..,... .._ -. 13Y OTHERS11 1/4" SPACE MAX. 1/4" SPACE MAX. J HORIZONTAL/VERTICAL I TUBE MULL CLIP 1320 EX1ER OR SHEATHING BY OTHERS HORIZONTAL/VERTICA.L 1445 MULL. SHOWN TUBE MULL. CUP 13201 S CTIO_.NG 1445•--2, 1442, 5347-2, 1320 CLIP INSTL 5348, 5347, 1448, 5548. 5547, t 443 MULL. SHOWN 5547--2, 1 447 & 1447-2 SIMILAR 1445-2, 1442, 5347-2, HORIZONTAI</VERTICAL. SECTION . 5348. 5347, 1448, 5548, 5547, TUBE MULL CLIP 1320 1320 CLIP INSTL 5847--2, 1447 & 1447-2 MItAR USE ADDITIONAL ANCHORS I r 1/4" SPACE MAX. ONLY iF REQUIRED SEE CHART O x HORIZONTALAERTICAL 5NEATHIFEG TUBE MULL CLIP 13 EXTERIOR 20 a BY OTHERS 1 3/8" MIN. 'd 4 ' EMBEDMENT 1/4" SPACE MAX. 2X WOOD FRAME 4 BY OTHERS _ 4 v o • -- 3/16" OR 1/4w O . TAPPER ' 1 1/2" MIN. d SEE CHART TYPE EMBEDME�tT .." CONCRETE OR CFAU BY OTHERS SECT(QN A--A f� I# I ■ #12 WOOD SCREW 1320 CLIP INSTL 1 ,r' SEE CHART FOR MAX, ¢�s QUANTITY cO.tl'I A 1G1 0f` exa� LP `" �Tt N /�-- VERTICAL MULLIONS 6045--T5 ALUMINUM ' 1320 CLAP INSTALLATION DETAI!S WOOL1 MASONRY 1320 CLIP INSTL ' o�n ap 6RQYE 4 R L. 0R 07 06 arq u.c 13J5 N. arrcl�i treot su„t. C-2s so, L NTS CEN0049 S`u REIGN LAlt. crda J 535 ' Ott adr W. 2 JS Xt lu-t Q-lm; ,'_ f Crr':tn 's - 3O 1 SHEET NO. S Lot-a-Btuc CONCRETE OR CMU CAULK I EThfE,EN WO® 12 W{ 00 SC OTHERS BUCK CHART FO& CONCRETE 12 T FO 5 CREW SEE CHART FOR QVAUTITY BY OTHERS R QUANTITY i X '1tOY OTHERS 4 O Q 4 2X WOOD FRAME BY OTHERS 4 A 4 ~•, I t/2" MIN. EXTL I If�R SHEATHING EMBEDMENT BY OTHERS 1 1/2" MIN. MULL CLIP 1439 EMBEDMENT `VERTICAL TUBE MULLION --�..-._ i 1/4" SPACE MAX. J 9RACKEr 1439 TO 8E IJSEI) WITHSERI 1100/1900/1970 PLATE ANCHOR SEE SERIES I 1/4 SPACE MAX. SHEET 1 NOTE B MULL CUP 1439 SHOWN PLATE ANCHOR SEE MULL CLIP 1330 SIMILAR SHEET I NOTE 6 CI1ON SECTION C--C 1439 & 1330 CLIP INSTL 1448 MULL SHOWN MULL CLIP 1430 1445, MULL SIMILAR MULL CLIP 1439 ---- 1448 ?MULL SHOWN 1445 MULL SIMILAR PLAT£ ANCHOR SEE , ,_..TION C SHEET t NOTE 8 riD 1439 CLIP INSTL 3/16" OR 1/4w DA. TAPPER SEE CHART FOR TYPE 1448 MULL SHOWN 1445 MULL SIMILAR � 1 3/8" t I. MULL CLIP 1439 d 0 EMBEDMENT '� o c � z PLATE ANCHOR SEE o 4 SHEET 1 NOTE 8 4 o VERnCAL. TUBE MULLION Li 1/4" SPACE MAX. CONCRETE OR CMU 9RACI(er 1439 TO BE USED WITH 1100/1900/1970 S TION A•--A BY OTHERS SERIES 1439 & 1330 CLIP INSTL It EMBEDMENT EXTERIOR SHEATHING c .� OY OTt1EI�S _ ` J . sin om 4 ' eaP VERTICA MULLIONS 6OO --T5 ALUI INUM #12 WOOD SCREWS ~: 7! N l A r .` t 439 & 1330 L P INSTL GETA-LS WCO0 MASONRY CHMT FOR QUANTITY -- 14, 9 CLIP INSTL ac s �I ` s'A ; ' R• 18 06 )fin rt. Ce 9*09'w er, Susta C—, { arc uc NTS GEN0049 911 Rat ► QATE $Y + +? �{'de 9S5 , , axe c«tr � ,c K,t4' ' zt Ssam. 2t.rgp.tr�3 r " 5 CF t 1 SHEET No.' .:• •: , ,I '• .'i:. '` l r •f 1 ! W8 . 3 SVF Lot 5 Block 1 ►�/r"�" ' r *1 �`^� - •GENERAL,INSTRUCTIONS •Cif t7ECK*r ar rye m are a moabli awic arar axXisrasa's4= amnd rc1r:'1s kori iFs^df,rt d: scs 9 st ?es rd tk 2s;v`a arq�e6Ai.7n�;�sr:K ir. a ,r T Itk11 1 L �•ds� Mt � t 7 t �RPX grad fdzYY4aE#xa cat5tixkas6d candsail t aM �p irk J N!N C!L K! 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"ws..ay:r x,. zLti' pvriGC a xrauth sa•Ssn,fa;e,'krf rNO be d acrkct's:'ytf to are t4 dc1 at kart 3`s'(t d Sses hi a e lit s'ar..h Fy�•.ard.etel ater A5r+t�: .a≥x abs. cat pp"itd cot(rroc stit5zs pseca.r3au t'S.t hear fass-1 sEe at's'a#t'q f Y'taCaaA e s A an:H:l1sf.M,oa 6trF f a K h d t 4dt,sl .W.d sips ¶rc tes ty eN.4 a-n isLN n to#fcaN,a bass A rat`4p. re e*ch,e aa.r .t�a.ne w. ravEr A anae�r a^.tAa :c x43c✓aarr: s ae:az nC� a rf's a.r pus 4 oe ,n trim riV efsaak Ca^vzsn f st wm+*Jr.cara Fed�!r<•�t^rax aclxd ebirrE�ny abet t et;esreri d�LcYa arxr5>, IX .N M.a].4 Cc,mamma aN.jC'.zc4 SVF Lot 5 Block 1 GENERAL INSTRUCTIONS �(tROOF M"S fa via at:ra a ra;ak9 wotl a a wcSvaaxad w i a['ed rrxd d trem the ra r e d saKsr�rq sF rg xa add 3ufa rxr pdsAtt� VBk7RkjiYk Irrd t v p adaC ql a Tn i ova i n eff a setay a��ty 1�tatat s 4 daW d 0:racTsaits at tw Jsk 71i Ja Vt d Awl b tx sti+ tt Ts un$aM,S( r d e?&a a eKA sit aid i t: a up trsn tM[aa d atakptaGY.ayT+an a !t ra-?p Ii 6 td C.^41�eG4 6 4 at, S Z' aE U.'A1Khy18^l2 s' s f Ml b jj77..t+a'280�Tdy il^Fo t!'!ad�'.'AFS?+t t6'tQu'61 Qi did tk•'. ? Grt6 'diat 7r SrS.tT't 7S'ewb aulta''.xd to ta?it- paeaund d eD:e4a,dB x1.`erfn aan lama iB'6trr�, d tit ahFPi,'d. �I ',� ►y ty C4`kG hod faats�exita Fa(rsa�bmas)* w act rf,cnr:u:a 6<aa:'e6 to w' ayzxrl and eacA xtar is •QZE •LtAE aYu=•tT:UI'datLrsru cmtaM6 sta, :rs tas rxY ka 33,Cak.Cr4 Area-4s'0 lwl,7� f£r4 6 K 4a craNE sige It W atraX ,k�p k'gddxt d ttrt s`irq Y GAF PAhTFRt 4t$ 7IMBERLJPJE4O TlkB x ekd d3: aw true mawv C t5t. t d�s to au Dms p sera•mad Sx# a aA P ds to C.T`aO WEAttl a k0l ay�redA�C aCORPCX3ATIGN L i+0 hwa Ra~t,y v, as al s'gr ra tk>�tr5tys�x 'aa0 trga;cd�r crt'd t +J. •GAMiXA2/C4t.0 t4'EATN10 IWi'fl..iCASIOh7i C5A t?J S-&'0 t?antx 6 dd 6tdra- ax d You wxl to y hai ix rare w e to Yw in In tu?t bye eA a b pi pry a,mod 6a vase$$e�ar11 t ad AFtt X OA N tss'ad rd t ecrfpat h ft4W!iiid 8rdf.NONE30 •L at.S rs'a�d,/Srca w tyRe v�s.at s.:<n as uArStl.4 34!ry,k::AaiNl:'r, ttYJnBl;r to res:+xsti a�Sa Wf Res$'.a'sat Fu GPt tvk'atvk CoiwraroaR tearm:e;sd,t�aru totiht app rwtcti Ua,S��itaersbtveAaAfa(a't"Y<in" c UdtU3kvw4a. FASTEaE.RSl:,e d a4a tre'w tsa t str;kq Y neatxT.ae;ml,ran art caxsd 6'e#or SEAb WMIAR0 AND STEEP SLOPE AFe UCATPOh nx toot dupes r be cad tae 21 't ' '[df'J}r*01<ye: hi'F4d,M'otCHd Of th 5tYstt'CTrYrQ' §f Md` t;4t31 k�(?�L. (�S 7 k it Mki[Q,'sr 5001 tdD.'SIT k`St 061'K;F fr Sl h'k7&�,L'$'+Q ru C7Jf!cad by td 7E it t'ian Q w x et Fb£mi st-a Y be s�enc Tpnttru al t 1Y[t3n 1 9 seaittq A 41t is nC t t t a FL�ct, pFY( sCPQ d n3 alielo lts0 ad5a hre m�scd 2 r akm_��dd Cie Dtitinme Saga Fasa'era dw Cct as tNa4R anA t'r s'rs as's-s`cafed in Wrei f'ir am4 aDrec Tta s 5 rxyi be Dtr,. !;r�ntf ak ie aSa- .a iFa III d;H.p va rya>Si t á std r a t&rws vi irwkM wo 66 Sba ss�n d t'x s 1 t+tan,,-rraWa a tx r i`f or w a,cs t�trtre rt al a nr� •Ex?OSitR1.S(Vm rm w a ec�fan a anyt awl stuff des sad be 4 sa&d (ue YlttaD •TRRC'Uc H VE?tiLATtr�:At roof d ruc,u:a rwaz 6e woc ded mM drrug4 vet+tdtttar to �IPP[.I �77C)N IIVTGTl�1NStis� � ttnd, �� DGra �v.� n � 16rc+11 FiESaSTAttGElttAHO SEfdJNik ilea!Ne.'p(E6 tact a spec'ai t#xt≥ra sc�xM chi aA rt4et a e�:2ad wrcat FNA RU.R a ktt d s frffu:I C—M.0?r6 kre;ty bIXm im fS t,Y aP�e6 a,'+ CairCB N'> ergsW',8 sa8 8'•f? r8 iiM'�i? •NON COFiRC}Qi.'Ki MEM DRIP EDGM F.�+2t fr&1d afant r2 grd LT+e tdod oil CueMI b' Ytfaa Tat rxd as r!d to rp I[is aY a decJR pt�*off cecra xirsk be o t xas'rp a,t t!d wpe.avd t a3e;a we`5Kt tGriY lrrcY of tt sdF •ASFi ALT�ST1C Cli4ENF F9r ux ax bit i!t�ad'a Mss eu+rtorn to AS"N ,ecs uhs t 1 rt rr sea tm o xa f t a.*# a kr s?a **ti 4b6,res 1 a 1 four Nail Pattern English Size Shingle:t 2'x 36.150 V(305 x 938mm) iuner'.ymert;standard Sc'-2 f333mmtm) t n,aa. 4 Ursder,e rnenta tea slope /12 4r,2 itiTmm 333m nim 14fxa ku tt as at t Gin m a aye d a'A halm edhucd t lµpt'u d aka a9 mat a t saea Cas&E y aatl ty w�4 t qd z-id( f3`xrm) 2-'4( 5.355+ma)—s * at the o dt a;>and n l to Y•N strtr raai b j3 un ea td by s�9ts tayam d urE as shown Ux c ty 6 upt o1 urCa Gapma t is)ma � fasten!r ¢ut Nt3T to( I edge.nt nsat to d caw r�6 syl yaw as i•q rn9f at uataui ar udaT ca a td by stu.ct t t d cy a tm ras imp At: es and wt.rn ke n can r 1;2-2 t.7(43 64t;unj , i 2-2•te7 t?3fi t o - i t� Na M a Stark a a.L arm n orzb�rk t l�a m-y be cap Cxod bey+ tae Fac a be e•edad6 wn o u tam at Gtf Ahb wY Co�o' l Y calla N.tcM oc Sto taG a c tit } do thtI pl>J on eltbrA S1 e d S lag4 np Seth iu a Ctrs Eau?#stc'g m e c.artary tie rote e."pa ty 3'V(?pram a l 6w-,v.5i4!.-4 rtwf amheq Ii rod eda by 3'8'pQcrs)and c,w' 2C rfi'Im Qo }} 2r te' d lie rW,erd Gr at bend QY a v E a n aS t Ears a e m as u ui dot eraaxtd ax ae 218f7 fj Star,{tradAadr•�Garayirata llt lo Fasten. r°° , •"M N i exp' + y: .•n.e.ra ' �`�b� tr cxw" L.A 1 � (F�Eerxx n?t�1 NOT:�er, tl} Require A Six Nail Fastening Patternt z '�a »'•► .wxu� ' ' �� , Usa the d'ractiors above with the toticwing moditicativrr �' r� t w par•0 d�,� Z eP pLw mya Ft lace the�rner two tasti;rr bcations with iatu taster' Lacarr'ents. Pik two fasteners 8 (203mm)from either end+l-t'(25mm)and place a rn m a maar ar« a..sr wy O w two addifr ntai fasteners 15 (381 mm)from eitt,er end+t-t'(25n?m}. Q 2 s"wler Cours. First Course 4 Second Course 5 TTTird Course 6 Fourth and Remaitrtteg Courses Q z A:-py as shoam. 3 Sul and ca:-,"Wt I'd st' "a`ae Me wTa S'aa S attar airs&8'.vgss rrq Ca 52R and tar:6rt;e xrotq is arsn es strove.'ran 8'(552'tan}rran ante es?e d ttrt Tram f 1'(2i 9<:xtt}Iran 3a R'tl s,'a. a kr Bn ceurwsa tt wrd%wa wth`�Ct stw';ks Lai i r((432 m:n}Ban 8*'a't'e in i a caxse.Bea t,4r;+e wiitr riJ ore.wks as:*ss w ` stiyb.PO4Tis1 tN stales R t`k;erad ai4 .•el .0 at"u4.h w:tb tra n,rCs6 tie rod> to root filth add suT?a trd-m m rsea f1st-ca 4nstnuuikrs trap Step 3. I.J.J son a ate rc+aa said Ban felt k rot or r t to�AR a8 r40T 4'A-Sts sue d asp Ce red 1%a tip d to wile u�ra+6a.lids rasuira ut a S•t?2yrmrj a yesores titt:,t n tlt 8:/vrictr [wies .are.u c r aa practl�-a cma caz:x as �rect tda Warm on tt�t r�4 and r.tiny r e Ct sdepres xrosn'be'4 i2/.a a c.'re'k£n thy#"y 8 ccu'ses to cAack parald atytaeit.$A J it cavctWTEStalksmay5. dfoma w T � em srr k`t oft tsarm:af4-S`art ai either eke �, _, `� FA 1� a �- vriastimkskar'+ B't52.mm1 ^r«ec�.,.—� � c � J z e; i..'•Aal r.> .n w .. 4 ",+.'r = r..ra^ct•rr t,o�,m a �r.. 4 rar�...�x ra .r wr wn.,rR6 raaa•.�sxs ;"`^� � �. .r .r to sa z' nwiar aU t _ re s tats c•r hc¢wz. :� !:'da?l s ^.aw Exaa.r3.i , `••• . F.a S ••. , � a W12bb.aY S'.'e�.• Lrrsa6S yY. •W 1<'yY t prraL•i✓a. ,t 1:'x'.•3 ,•�•« Tea- fr-.YM`a ProcautTonar1 Notes Tsaciva Sexes 6ta'ptea art Nt ass.seU-SetE aspt4 smQes SCI *d to .t7:rat tfrac'ausau d t'm hi r„u xaatrpraa!kp�ra:er9:atJ,tsse s'#�y!as wa be sal'n tend 7Hip and Ridge 8 Wan Flashing(Sloped Root to Vtxt3crd Waif) 9 Chimn r -ey ss-a-i 10 Vat®y Cortstructean-G firka.d Cut , m d Ca krcbtt twt anw FxL 4ax t5,t area eDy6 sla lea as sha'asa Ta aManca t.Ra>Ties s6efcd rnat bt d• x!oaf rut>;isa_k altett•.pt be tt ack to srpa-att strr�Ps by ar'Fea;.re#let Enf T64t?gRI&t•�v76 bxmki ul T RT£ lfip i FW t cv wl 20 6:r s^.r> s-- ..a'a c,n...s.re. w o- :o. 'E tat tAl me.m}a a do.,4 ura Sn'4&A it U:asaaa Wp 8 RWOL Fa&Vti:W;kaf ro_.••. w, r .., "„ '- wa.+u. L b mre �Slv.'> can 'v cruse€a ra-0 vxat of timt¢cyas dar�a�ea:n nd 5Det ,ob app tr- a-.s d pr.xa Hp 8 Rt�me srs s s d csas t r oCsr a h • a i +a•• tx dab4 rtAA a.Fa-a io uma r m a-e 41 ail egar+ca;'an slaan Appy fag axaF Bea +R««�a�« „.�`°i.c+.+w r+ �• : 'tee l td r;a.'ara's must It d Cm A Via. z pry,vkq wnc G•attiM, s tFzr<s een �_ i s s ,.. st, 1d to t cavare4 virtiated a'ea saz+&rm m tsri{.dururr t t6'F(tl`C.)sk'r - a "�".xa an'fd wr'a=e eN wN0 egcafv'a:vn Saa'v'a I t cd art to be !t fLxkt 6r•a,r rw•e,•o _ , +�y..r ti p8, ,'n 5.u�da3Y AA mkd pro s be s m�x lid. tcear siea.'A 150 O Ld pwtia�t.slat aoa n,«a:a . r a sya, / (m5OATMit;tw otr!tab lose !t to waif ac*,�irt.efacts. (N maid sttai. w ¢ cc a rtn• • K a rvsar n- ' t ra'Lw .. Ft.ftoofn � '<� '" < dl'tG'+et, t�t,,Yr®'xfT'd aP q In roaa,Vt 5 G to S fW G[a�'109 a 100CA rue •R-=�— ,r o u..-,..f �`:F a srrootro-t 'ras es Ix d s�f xrst a Lei^aretra's Gx woai 6ecic rna gal a, ar .aaa .-1'r a. ;.: .w SHEET N0. •ems. 'ue s-sr t'urma -.—�°`exa `•„: i..:.a `r. f(?rkard a¢st Caa.'ga a'wvod.Fo:v.oast Y.5�r,atws to kc.-diun. y tall.s!dr ttE coo be aurtac wte su,;ks alai 5 old stet PBvn taws ttti4 Apro*e as as stride!sur•aca T•A maloe6 cuRi.q loci old otirgia A tbeoaia m r,-xs sod rrt. �e s9 fs.e 50 ee Ma a a.r A caedd�d eat ht etdwroC sr* R 2 I,�.�tea r` ndat �m Rib4�d rx s�nsep. 1150 a seed.I.to egg L&t.SEII itiN,i ,Y e.4.A apry d S.LOSTbO WMIIMtY 4M4 ts Sara amp rs rirsbae 6 f+awt sA de t. 4.me-a r.>f be Ms:ead'-am GM Mara a t wed:xa MY+kratior Ma.1.54"caf=e *sett x St reWa+'.tE:'Or d rePTca'.�i rbn s Yce O2{Ca SM brews rvrx'da. LMQGtB,AT>r'tb4.t223J0 J55 r r BOU13LE 30 TRIPLE 4" -- r"PPRQ O EXPOSURE THICf �1ES DESIGN APPR(7VED EYPQSURE TI1CKNESS DESOl lam+ 'IODWLS INCt{ES ±.003 PRESSURE MODELS INCHES ± 003 PRESSURE �� FQ.O PSG ' 6t t.t 1ON 10 Q.O4 `� PT3 i�f 12 0.040" 1 " --- �- 26.6 PSFa � .o Iss-26 � TRMSby 1O 0 042' 6a.O t�SF t� . PTS-iZV ' 12 th PSF �- A - + 60 0 PSF � 600 PS€ r�INt UM X CONSTRUOTIdPJ I s I i"]PI v 4.�4 > } 2 2 rO:.:0:4:0:a: .O�t 300 PSI MIXED SOUTHERN PINE OR EQUIV, PSS10V 1O 0.042" f 60.0 WOOD UATIEU STRIPS PS€ LF P0 + X0.0 r ON 10 0.042' 60-0 —PSG LVP 1 CV tO 0.042" - 2G.S PSF . 211H _ _ _ _ ___ _ FRONT I ',1 OF EAVC WITHOUT FAst►\ r_ _ x FASCU Z. ctS GALVANIZED -ROOFING NAIL J8 ROOF 1/8 RING HAI'IK DIA. ' s j�f d�tc> 1� i p f . X 1 1/2 LONG. ���. ct iii Ottitra�i L @ 1 G1' O,C. TI-IRU THE NAIL HEM HOLE THE WOOD JOISTS. �.ill�lIMUM WOOD .,� v Ar€v Alcoa Products �, . PmT. INS ALL TION DESIGN ti RMSED B t ICH, RO UO'W E 10, g DRAWING FOR VINYL SOFFIT 1 FILE x ME. '...)K52 113 DARE SOFFIT 4/99 D�Y#� Dh1 ; �t5�s SHEET r r . Rov;stops �- , , �- Data SCALE: . � . IN1 VF-Eo C 5/13 ($) PLY PLYti04b A'* uoniz. sioift1, A" --� .4_ 0UTCt1 LAP SJQMG . ' urx� 54}tlilifRfl P1�tE f# CG`tAV, �`'`` FMTU4D TO COt PEW øtOGK 11Th 11W 3/16 Z'.3 COU 0 12 0/C 4A4u-E.fait a rt6N1 ks 1a i+14 1�'t'Rt7hE4 i5MtLt llJClW S GE51Cti t 4.1CY r 45VitE ilk U C *.1101 a>fxf.Ssui Vot S I NE ;ES `k• f3 C €.003 PRCSSt 4c OW-40 a 4 1/2 0.040' -46,S P3f' #.1CO t0 8 4 1/2 0.04[x+ �-31i.2 PSF 1f114-44 a 4 1/2 4 ..040 = 46.6 P$F CWO-40 8 4 1/2 0.0.42` -35.2 PSF MC 40 8 4 1/2 4.01a' -46.41 �1V -V2ED Roof: tom.. 1/a' t _{0 4 1/2 0,042' i# l iabrx-45 9 4.5 1/2 0.4)40' -35,2 PSF /a' t9El,p a�. x 1 / • Lot - -- L4 41 t4 4 1/2 0.048 -16,6 12Sf TRUO- 45 : 2 4.5 1/2 0,440` --Y,2 PSI tioUs 3c 1 ie \ OQO mos - 114 1 3/$' tJtamu ; 1(OV--40 8 4 1/2 OA45' -.4t.S 115E L4130-45 9 4.5 w/2 0.042 6.1 �• 51rr-44 a 4 1/2 4).044` —46.6 .6 t 1 UPt7-45 9 4,5 t/2 43-0<4 --m-.1 PSF r 11-40 8 4 1/2 0.044' --46,$ Pf 0Q10 45 4.5 3/4 0.044' --60 PSF �I ft-•44 43 4 5/a# 4.042' —4$. 1 OSO--45 9 4.5 3/4 0.4)4f -�PO P5F Cw�40 0 4 5/13 0.042` -46.6 f?Sf UC0_5O 10 5 t/2 Q,040" PSif' i 4 .)/4 004r - O PSF C'ttO_•SO tO 5 1/2 0.042• -45.6 PSF O C B1\•D•-55 14 S 5/a 0044 - }5.$ PtJ •1 SP JO W11 0I 0C K WALL r : iiiTiJiiii: __ __ _ fl t� 00 t4 5 1/2 0040' 46.6 P F D?(( /--50 t0 5 5/8 o o4a• =46 s PSr �.•, J --50 t0 5 1/ 0.44x]` ± L!1!1 btFY r a rS GGirFlli4?: a�^� ix! .. .rJtii Tt[xc.�t kfC 5o to 5 t/2 1?.434{1• -16.6 �F oFta40 1 $• 1 J�1COA �St+lts.ti SCFff1 �oout l5 1Rt: uro. clu r4�ttttl�l t�t4 4 �, tp Z X4f —50 14? $ 1f 2 (1.042 -4b,b PSF 1` COUPWt0 UE011cC aft G<CEEDO C ME ACG41ALMIN1.1 01' 1t _ - — [4 5 .5f₹1 t, 4f " -S$. hilt 0 .Jj572 N+4 A0& FOR X11 SIV110 A1,0 COWIM . rte r �.. L� -- - 2) )!AL1_s �!;{� S III f0 SECEK '.'1Fr1,. 5[1 N1; / S illT Stub. BE (1) 1_551 10 5 5/8 0..04$' -4.5.6 PSF CttE'KE rQR TWC11i1)L A&[QWC(, CRACKS WO D EC1s �r1G+f a4 ®u: 4:r tr. tl-1rf.E atrct u ' tf�1014 1(1 5 1/2 0.04 4 - n.3SF 3)F � N.Ut_LS w.&1J„ 41C tid .1�� PFt}iGF'ED h5a�!Vl,f SA t� FFl.i Ttra*�+1� C (NOT 1IS 11J4 14f 104 54. FT. fS GESCR1CD att SECT1o14 , W-5O 1(2 5 /8 4.042 —/66 P 2744.6 (0) QV fits£ 5o&n1t t1,0A:OA Ut.1t.f}IIiG COOS 4) 'I ! SOF11i AWPE THE SiOWG / S D4111 ARE 1v BC it45t�LL Qf=-`r4�1 10 5 3/4 0.044` --80 PSr U1 BE PE,5,tGt1r (FF Al AE 1Srt12[o LAMIECT pit f1+G4ti(E GS--54 io 4 .t � _ao p5r ACCOR 3110 to : seat t1 rtatioA a t;c COOC A) 1HEAlcoaBuilding .L X Qttuct iis / flltttittuH t 4:ct •4UffS ftf 111+5 CP14` ' . At 'ri I 5) tt4STA1Lk11011 OF WE S t0 / SolI 1411 Mcw4mf PROD CTS . A s a cc 4741,1: ttt I4CcoRwitcc h1ni 1leC situ. 4 iI Cltfla45 ;0 mc icSt c14544 or tit Stx1T14 ftODJOA ute coo . IINSTALLATION DESIGN A R SED c�r r [CW Ra € __ DRAWING FOR VINYL SIDING ti • fta. i2� lstan� 00111 SCxL 1/$ 1 • ''4 6 __ — �4. :r� I N2 SVF Lot-5Btic Installationof 8S6960.rover.Is sir© ld c- ply with all local star datd and re u1atlan iMster CAUTION: Use appropriate afet 9l ass* loves arid,of icr equipment- td avoid injury Installation of SSB9 roof VW should Corn- "° 9fur MusrY ply with all local standards and rgu'arvns., Adding an SSBO6Q CAUTION. Use apprppriato safetygfasses,s .. p gloves and other equipment to-avor" injury 's cho t t � l too d tec₹xi petertttuite tie IdGatron of vents: Ilyade trot 1 �1J _ e Ins etsltl 3�[cs u c ter su a the 1t�cat- t of r3f erS n olh f • cfipri ohs s>l ti ni space the roof ve ©z IAL truits al i the wid f tll or Rooting. . ?I". -' :` i K roof,rr1ar)In the loca-lino of all roof w nti efb?a cutting 1014#3... Center tllk#Doles bevvieen the rafters:within 'lr)in the oratters r04fa Mark 1Q tucitlar OutiiTle for the hole on t e top of shin[tetertnine the iocationf of vents (FigEvenly space the roof vents aalOrig,the width of tha roof markingFigure 5+ Figura 6 ts location of all roof vents before cutting Bole Center the holes v a be,hvc� the rafters within 2'frotiltho-peak,of r L Barka 1Q" Cut and p!e an the openi�lg: chevrons Using a ship knife,cut sway the slam es(rig Lire A) Cut through circular outline for the hole on the roof.(Figure't) a p 9 y Figure I • Figura 1 B the sheatht�i using a rest rcatm satin E,1 ore 6B Carefully remove the roofing nails within 3"of the hole.Cut the shingles at the Cut attd prepare the openin ' top of the hole to acconamodite the shay of rhe'roatveut (Tor � t the holes in the sheathing before a pl in shin¢es.Shim e u g- , FJ Y - - .' p increased weather protection on new eu�rtstrp tl�n r re-roofing until the first full Bourse of shoo ,es colors the fthe.h le, w� `' applications use an 18 tht3 piece of GAP Weather.V4'atch or ,.,..ti tut the excess shingles away fro the hole,(Figuto 2)(For GAF StornaGu rd Leak Barrier Cente> leak harrier over the t -o' increased weather protection on new coristnicUon,oc t�--ruufing Fig •are 6• F l u ra 6 hole.Remove relea tuna.tuna.press into plates and cutaway the lcal O s � applications,use an 18' X18"piece of(lAP\\gather V�'alch'�or g barrier spanning the hole.) GAF S.onnvuazdd Leak Barrier.(enter the leak barrier over the tIti . e 1pa,press into place and cut away the lei hold.Kanaove release fi Figure 2 *Figura 2 barrier spanning)lie ho1e.) �� t IPositi4C<1( tile vent: u a Apply �.�ra;rs amount of silrone,roofing cement,or water- �� �i e proof caulku g to the"penmeter of the hole,.(Figure IA),Slide the Position the vent and nail the vent Into place: I vent Into place l>enea tt shingles,ensuring that the throat of the The top of the SSB960 has an up-arrow formed into the the flashing ' 1 c�• tieilt is centered on the lisle(Figure 7i3).The shingles should houlll Maki sure the.vent is in proper position,Nail. v entsurely into . . overlap the top half of the teat tianz.The bottom half of tl place,spacing the nails every Vu apart aroa d the perhueter.The Figure 7 • Figura 7 vent's flange writhe wilihe exposed on top of the shingles. •r. •+— nails should be 1"from the edgy of the vent flange' Seal all seams .� .. . . and nail heads with in approved sealant,such as silicorte,roofing flail the vent into lace cement,or waterproof caulking. (Figure 3) p Figure 3 •Figura 3 Nail.the vent into place,spa.cina,the nails eery 4"around Lhe perirrieter.of the tireraL The nails should be 1"in from the edge of °t. Complete shingle installation: p g �- the vent flbge.Replace nails in the sBigies as_nece.)iy to ensure \�. Continue installing shingles,overlapping the flanges en.the vent. `°.,. a proper seal_Use silicon rooting cement,of waterpteif eaailkuug. Cut the shingles around the top of the vent to thatch its hp e. _ `` - - to seal any euWpe d nails.(Figure 8) (Figure 4) == = s Figure 8• Figura 8 Figure 4'Figura 4 NOTE:In Cara o i the arf and i Qualify You Caii r[/sr Since 188G_._ NOTE, a )In Canada.xM ore G and rmberllne logos a e ra,jsc r24 Vademacs 's Largest ftoofl duality You G T/[/Sr %/ICB 1886 ... Timberline Icgce are rejstred 7ademaks. from North Americar/g front Nort/I America Largest Hoof/jig jj NOT&cn mat n s I3s nemb es cV CAF y Vets t%/7r/0/ NUTA:S am mte Ics non brt�de iAF y 1 Timtx�linescnmarcasrzgstradasanCana�. arid ) Maim fi9Cr[lr8r TmDe<tinesanmarcasre�sVadasenCa�da arid VB/It//e?t/O/I Manufacturer OLMARUUE.:x,ls les orc a GAf ates?mberioe onr ass roar?uesde W1eq� g Ttnrs -ua cebl�narq esde GAF)l&[ *3 c nmerc®as osdes a Canada CJPORAi,GN •t "� or xca depvs au Canada CORPOAA7FQ1 SHEET NO. IN3 SVF LOt-5gt c 1 fl � ��F 4__ _ Q ___9 `C Y f�s *_� �{ • +¢�/y ,,y� ar • #� YR W h - 't11U •L�F r r• A, {$ice/ 'ma! _ � S "' �, �.'y "4 4�_ •b '�.r � � �,+.m• � `I '� yr O —» v V Q , ac s`1 sad . E&3 ii �y} air m. t _ v ,T�„i�] 4.nP a'0F , t+ • `'M^ #f I `V V ✓.i " •✓�' ai� C.7` lY }}[ i.Pl s•. �'iR �J t•+M.• • MR ` • r " �•f F,w•}'i+I J • ' `;yj a.R#. s i_i tell wGi: 'yF*ia "' i e ' '°� •' + T.a( q,. •� �+' � i%+ ti; � �S 67 �.e7 � C? � � a�` 3 � � i�3 iS} ..+� Z.a 4.�J mH .� _ ' o :r SHEET NO. IN4 BVPCot5Bto J! /f/4' J k4i ( '/' I//I / jc7fç tc— ///II1 __ f;r � ir' r r' �. '" �,` °rr ._ a • { ��\ � " __ i" "<7/ ___ ____ r > > F K H '*3 ro 1 N � a o a. a7 hil - h s �j r _ Eat e� Chio a� ' s °� ��' r' s ' t - o 1r r a ri ' ice, L ! ".' + Q ` SJ "S 'E•�• 7} �] -l1 -0:./ 7 "°'ti . '+ `."' ` ► `J 5p.} 47 eta e v �a s+ C- '�' fiCi '�► !� i j Ii y "tg j ice " �a 6d a. .ice, ��-a `l�O titi ' 4r� CL � Cam} r l-. E cam: -C' a'rsJ `2r' 3 V v SHEET NO. IN5 SVFtot5-Btoc SIMPSON STRONG-TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida# A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU46 AdjustablePosiBase FL474 Approved Products List ABU66 Post Base FL1725 Anchor Bolt Wedge All FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 State of Florida CMSTCI6 Coiled Strap Tie FL1901 Product Category Sub Category Manufacturer Approval# CS16 Coiled Strap Tie FL1901 Exterior Doors Sectional Clopay Building Products Company FL4914 Epoxy Set FL402 p y p y H10 Hurricane Tie FL474 Exterior Doors Sliding Florida Extruders International,Inc. FL45/FL5726 H2.5 Hurricane Tie FL474 Exterior Doors Sliding NuAir Windows&Doors FL5340 H3 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 HD10A Bolted Holdown FL503 Panel Walls Siding Alcoa Home Exteriors, Inc. FL5538 HETA16 Embedded Truss Anchor FL1901 Panel Walls Soffit Alcoa Home Exteriors,Inc. FL5543 HETA20 Embedded Truss Anchor FL1901 Roofing Asphalt Shingles GAF Materials Corp. L183 HETALI6 Embedded Truss Anchor FL1901 p• HGA10 Heavy Angle FL1423 Roofing Other-Roof Vents GAF Materials Corp. MIAMI-DADE#05-0909.02 HGAM10 Heavy Angle for Masonry FL1423 Roofing Other-Ridge Vents GAF Materials Corp FL197 HGT-2 Heavy Girder Tiedown FL474 HM9 Masonry Hurricane Tie FL1423 Roofing Metal Roofing Marlyn Metals, Inc. FL5204.6 HSU(. Skewed Face Mount Hanger FL1218 Structural Components Other FECP Corp.Cast-Crete Division FL158 H 6-2 Heavy Skewed U Hanger FL503 Structural Components Other-Concrete Lintels Lott's Concrete Products FL 5092 HTS16 TS16 Heavy Twist Strap FL538 p HTS20 Heavy Twist Strap FL538 Structural Components Other-Concrete Lintels 8° Commercial Concrete Products(Quality Precast) FL 1774 HTSM15 Heavy Twist Strap for Masonry FL1423 Structural Components Other-Mullions-Series 1442/1445/1446 General Aluminum Co. FL7555 HTT16 HD/Tension Tie FL503 Structural Components HD,Tension r e FL503 Other-Mullions-Series 1445/1447 General Aluminum Co. FL7555 HU210-2 Hvy Face Mount Joist Hanger FL1218 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL7555 I.)HU26-2 Hvy Face Mount Joist Hanger FL1218 � °w HU28-2 Hvy Face Mount Joist Hanger FL1218 5347/5348,5350/55 HUS26 Heavy Joist Hanger FL474 Structural Components Other-Precast Lintels Wekiwa Concrete Products, Inc. FL 1418 , HUS26-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL572 �O 1 HUS28 Heavy Joist Hanger FL474 F 4 F HUS28-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL859 HUSc26-2 Joist Hanger FL474 Structural Components Truss Plates Alpine Engineered Products, Inc. FL1999 HUSC28-2 Joist Hanger FL474 �1 Q LGT2 Light Girder Tedown FL1423 v LSTA18 Strap Tie FL1901 Windows Fixed-Series 1100/1900, 1450/1550 General Aluminum Co. FL8164 LSTA24 Strap Tie FL1901 Windows Fixed-Series 1100 TDL/1100/1900/ General Aluminum Co. FL8164 LSTA30 Strap Tie FL1901 LSTA36 Strap Tie FL1901 1970, 1450 TDL/1450/1550/1570 LTT19 Tension re FL474 Windows Fixed-Series 5000/5300/5350 General Aluminum Co. FL8164 3 LTT208 Tension Tie FL474 LTTI31 Tension Tie FL474 Windows Horizontal Slider-Series 1180/1480/1980 General Aluminum Co. FL8175 LUS26 Joist Hanger FL3750 Windows Horizontal Slider-Series 1180/1980/1990, General Aluminum Co. FL8175 Masonry Screw Titen FL2355 14801 1580/1590 z MBHA3.56/16 Masonry Beam Hanger FL538 META16 Embedded Truss Anchor FL19o1 Windows Single Hung-Series 1100/1900/1970 General Aluminum Co. FL8359 META20 Embedded Truss Anchor FL1901 Windows Single Hung-Series 1100/1900/1970, General Aluminum Co. FL8359 MGT Medium Girder Tiedown FLt423 MSTA24 Strap Tie FL1901 1450/1550/1570 MSTAM24 Strap Tie for Masonry FL1901 Windows Single Hung-Series 1140/1440/1540/1940 General Aluminum Co. FL8359 MSTC2s Strap Tie FL1901 Windows Hung Single Series 5000/5300 General Aluminum Co. FL8359 MSTC40 Strap Tie FL1901 g MSTCM40 Strap Tie for Masonry FL1901 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL8359 MTS12 Twist Strap FL474 MTS16 Twist Strap FL474 MTS1B Twist Strap FL474 MTS20 Twist Strap FL474 MTSM16 Twist Strap for Masonry FL1423 PH05 Holdown FL503 PH08 Holdown FL503 SDS'.:X1% Strong Drive Screw FL1463 SDS'/.X2% Strong Drive Screw FL1463 SP1 Stud Plate Tie FL474 SP2 Stud Plate Tie FL474 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 SHEET NO. P1