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HomeMy WebLinkAbout08-8272 (2) \\Tindward j Homes 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 DRAWING INDEX ELEVATION 'C' SHEET NO. DRAWING TITLE COVER AND INDEX These dr3 NInus., when signed and seated,are A FOUNDATION PLAN 4-BEDROOM / 2-BATHS / 2-CAR GARAGE �r !rd ealon trtat wh tstcn sineer 3c FLROONTRE EVATION re tw lnc hBS t?t!PW0d this structural A4c SIDE C REAR ELEVATIONS PLAN # f0627 cc me n nts )nty of tt e structure for conform. ADI O INTERIOR ELEVATIONS AD2 BUILDING SECTION 4 DETAILS ance NIt Florida Residential Code 2004. El ELECTRICAL PLAN Nc it'er ce{tiflcation, Inclusive of architectural F FLOORING PLAN • MI MECHANICAL PLAN e{en eflis and 1 rnenslonal accuracy,etc.is O5 1 OPTIONAL COVERED LANAI exNluss�o JI Implied. O52 OFTIONAL BAY EXTENSION (a) MASTER BEDROOM O53 OFTIONAL REAR DOOR @ MASTER BATHROOM - 5 STRUCTURAL DETAILS D DOOR INSTALLATION SHEETS W WINDOW INSTALLATION SHEETS R ROOF SHINGLE APPLICATIONS IN INSTALLATION SHEETS P PRODUCT APPROVAL CODES C3!AREA TABULATJQU.TA LjE(!„N SQt�T �' ,Tc' TO'T L VI ]G K EA(STANDARD PLAN) 1920 W HETSTONE ISSUE HISTORYrRR � ._ +}� �Ir No �4TE SLR ER D5y 7ESCRiP ON APP ENGINEERING & TESTING, INC. CIG3,C`.- 4 C 20C4 IRC UPDATE NC 0323,0(. 4 1 i5 PL.N UPDATE-SEE 02723452 SN S Avenue q East O8,1 7/C-- 6 w WMV P,pN UPDATE l V"ET5TGNE 130 C TM 2004 53rd I]Venue st Bradenton, Florida 34203 PLAN NO. fOG27 Phone: (941) 727-1138 LVSlOO. DATE 08/ 7/07 Px SVRFtot6Btoc G iF i'y15 CP' 7111 (� ______ __________________ r r--- ------ HI;!jji: 0 52 23'-8• ' 11'-O' ' 4'-2' 3'-0• f 5'-1' 5'-11' 2'8' t' i 1-6 810• 9 5.-8. - '; - CaA I 'JO , u�rcN7s 2• i a ¢ y 2CE55 5,13 ■ 3,2'F 0R -'--- D ■ C � - � 52 n'myy srcw.e z-- _ m a. C.ONT. I O 1 9•-7' III N O r TI O B r V eE PoG li r-r� o N II ■ 1 • . _____ 0 Sh K SEE E _ D&. 1 m , PCR -AILS WD15p. Af4L'E5. 03 tV I I■ i y �J I 2. uO W D I j p '^ -. ' ifl z I cc K25 00 hs DR ,p[::-•5 CPT ■ I 4'PJC 'Ott SUB 1C 52 2'F rR M Sn CCr,C.51_13 ■ S 3p 1 -2ASO t-4 00 DS C"R6V fRe.-R. W _ CC 0.V- N a ^M≥GED, 1 1 i2002 242V22,GR?vUUR L �/.. F-• 1 ABC CCND.7RAN JVE I ; Q 5ai'. CY70a SEE 11 ; • J sEt<°c 7t7a.� 9' A i i N� E y..�-�,2• ; • 5 V !I ' RfRESP.O yI,ION ti 1 ' 'F iM15 1 5mRla 7008 34'D 1 ; O �C, 111115. ' ' X 8W X 3E'L W1 3'.7 ■ I-- ; Q 52 Z LL ■ J I ; ' LL 21'• 1 � 4 I �I: I v ti 1\ I i N O 3'< Df'-P C01fROl JOINT CO 24t 2•,.6'0 ; ■ 2 ■ 1� 5A&C T ,T-,v z Dues ■I ■-� 4 4'. 6' OF CChC4fE PUCEMENT COvC.Pa;;�; •- O w1 l3!15 REBAR �__ _CNC PAD FTG CO ;x3 I rN i E.� M.3.r3 RED-F I I m 1 . a--�— m r ' ------- ------ kRcr G1N EO ' TESTING, �:� Ii ! No oA-e oescv�loa APP o ■ ■■ _32_ _6llCERTTE$/% %TI0NC ..� 2004$3rd AY€ �z a�0323iCf 4.'. i3 P1J.N UPDATE-SEE DATABASE SN , 2�-8• 52 18'A' S.. G wMV ?IJ- V 60TE_OO2T5TONE 130 C "M 22'-0' r 4'-8' -1 13'-0' ao o 7452UO8 NOTE:A FOUNDATION 5'JRb EY S ALL of PERFORMED AND A COP OF T7E (�' n �• �t aYt.lD �ro L F L JASRGER P PROPERTY MARKERR3 51ALL 5E EXP05E�AND A STRING STKETCr1ED FROM EN 64003 Al MARKER TO MARKER TO VERIFY RFQRJIRED 5ETSACK5 SCALE: 24x3C: ';4'=I'—O" I I,c 17 /5=1 —O' 40'-0' S V 1 F to t 6 B tic _`z _________ HHb: i 1,C COMPeE55CR (AC t. IES. Qo 'G s -:o' 51 E'4DER/ 6'-10" 17-kY PER`✓T aU hC C CP'ICN F.' ♦ r 14'$ {— 6-8. i ,oM0 SLPnL.2 B" C CON ZC*OR---- — — — \ I �39 2 511 \ Iti� g-�I nD48'1T0 9CC5GD > `o �^ 3 o � 4'BUILD OUT 7'-10' '-11 17-4' / 1r—i1" A .C LSF_nING SnGWtR OCA-E 5nCWER !�I,�j y�N ti a a'UME1hG 3327 1 NECIA D CE!�ER 4'-2 2 2" MASTER BEDROOM 0 1-10 o D O 12'-G'%14'E FAMILY ROOM O 6-&AU@47 Pr, CEIUNG@9'4' f 17'C'x;4'4' 4d T='MFUtr,GLA55 - 6'w'4L CEILING @ 3'-4" 5nCWER ENC:.05:JRf ■ '- MASTER A30�E. O? BATH I.N.@112-Aff, w'MAR9L CAP ■ �T� CE'JNG ove 0 OPTIOhA�!E ABLE FJ-4 �2I `{iR Np ■ 3064 O 6'NA. IF i715 _ yy PLFS. ■ W RAM 52P N 4'- W.I.C `�dOAFFL 12'a36R j 434, 23• nATCnE01 CE55 l BEDROOM#2 �____ @��i , I c q m Z'O x '.'.d• I r cv 11 LL_J,I � ■ 0 °� U Y i 'I+ m 7-6 4-11'm ! u a a s II II 1 ppppp KITCI4Ey 27 '-q —__ ■ 10'-3' 0" �- 4• P1 5'4' 1 i ANT CENNG 44 0T D BATH 2 @ d'7 R.1VG_E ■ 0c ■ � VG 4 3-4JT' 0 Y\ 5-CF.. LNT_'5 CR FOUI'a N 3r32:.e 5F32- 8 a D� q �I r 3'-4' 0r 4'-11' 01 5'-B' qN d'NC 3LL U ax" (• ' ❑INING ROOM 17-7 O SE 3000 NE 6RCLT-8 12 223233 Mrx!wnEN �2 t— `O Z 'R;LTNG 3CND 52.,35 r N_'A5 !M'5. CCNC.54LED. - 3. G p I N5.'R '„sN?SnEiF B fl BEDROOM p3 Q A₹ II'4' LNIM 1 • • I:15,-"' _ WH I' 1 SOLID CORE two @ 9.11• � g F�a'1L.1�1'SLc5i - 0 O 0 0 O O 0 NarER rEA CR -`OR ■ 51 h'DRA:N r T lltAK 5"hD GPTIONAL 2322c ——- -c E1Tc5GR 122•124 Ar LINTEL TYPES/SECTIONS 6 LJ F 5<R':�E SEE war_x `Ay€ss ` � 2'-4' T11' ■ Z SCALE: 24x3 r Ills6: "=t'-O" SELfCT1c 5 �- — ,Eart r i'-----1 ----------- -- _-- A C5 E --- 6—''- ------- Q LIES_ ch..5Y35Y322&A.FJLL _ _ ____ __ p; CF -0 E 15555 DESIGNER NOTE- '1532735 _ry , L——\ nERIMAI=lPaN510h ALtCN FOR UNOBSRUC`ED CE.10E ✓ER-1CAL RbE OF rNAC AL - MECrAMC AT GARAGE --- "o NA1 FOYER °i �. 2 LL 2 CAR GARAGE COLIC ' '225T 5HEL` 33,553434'- ' 4 1 -2' 8327152- Y V U„ p O F #4 1 DEN ED t ;; • BEDROOM�AT � Ir' N 3 0 -DOLTS 5(T1TC'"RAG An VUQS---- -------, r -,, 31 O h O STRUCTURAL NOTES 5a PENSRanNGTnE'•ALL RCEILINGS R _D .'JNG 34• �, ' 55PAARAT'NG TI,E DWELLIN FROM THE N >ud 227.238 Sn ALL BE CONS` TED OF A ■ 3068 ■ O O 'A 11131223•26 GAUGE 511E T 5TEEL OR MA.SCNR2 M5T 35 I44327323 YTERICR 123327 S 312-ER A7'FPO 1D h4ATERl LAND 52ALL TIE-IN _MP' rA✓x NO 0.22 1205:NTO 11f GARAGE CCI-MN BE>R1hG w'AL INDICATE r5 eEtx2 N COLJM.N 5123132151 Sr Z CN RLR F1l-EC 1 `Q a R+D n AD Z MASi'Y;RY ISSUE HISTORY / t. LG --� 4RGr ENG DRW^. ■ s? 5_ ENTRY ■ O D4TE vER ✓ER By D SC?IPTIOv' HP '7 „,� O .. ■ ■ ■ 8E R.ti+fr m `■ ■ d j C IN FRIN� &T STING,IP CAT 73523-5Al2 5neaR k,1.. _— _2004 53rd AL E ' " NFL 3420 o a. ;,1 E 4.,, �Cq4 FRG�P^ArF MG - - _ o('Ot=R11CaC CR. ■ ■ v 03,23iOf 4.1 rC PL:N UPD 5:502235255 4N - - -- _- - OlJPCAT_/'211ET5T',•iE 30 C T11 -nE G RA E 5TALL dE E ARh `ROM '�2'_D•r a`a' r-a- T-e' `F.;4TiFI ATE , IZATI0N#92 82350 NCE INC T5 G'- J d.I CA vCE`_•SFD ` -- -� NOT L 55 �A.N 2 NCn GW5 BC.v'0 3-0" 18' ECAoA,Nw23115".10 372-LIED-O"-18 GA 7.A,,5 E 51275 .7 r SHEET NO. 73,F A-d-C'3 27-0" L 4'-8• 13'4" + QJ 400 - A2 `n.r SnrL' FvR YiE41CR i 5Eu;N G n.`.A 0(5 3. ,a,_• R :E 5 AC,C fa nix,.R'N O LLa-iCh _ NO'` ALL PLUM6ING. ELECTRIC:L nND MECriANICAL r n ROJGr-INs YJST 5E COMPLETE INSPfCTEo AND AP1,ROVE] " a -O � A `� JASON BERGER PE# 64003 CRC 25L13.CCNFCAR.2 sON. BEFORE R QUESTING T35 FRAMING INSPECTION, SCALE 2436 1,4'= O" I I x 17 BVRPtot6 Btoc EN-KY DOOR t YER �'� "DEEP CONTROL;o:M ■ yg Wye L Z .. CLUNG Q I1_p. ■ �' C�Oo a�� >rDENE'N 2 x 8 SAACU-'nT-h.N 2"OLRS 99EEg .T= .h STL*J N'A'-L'NI 8" ■ 0f CONCZ`T`P,ACEh,Eh� C Y y O S'Z 0 BEDR.M W!DEN HI GE ■2CA FO 24'k 24'x',b'd ■ 3068 ¢i I 24'x 24'x G' CCNC. AD`TG. — 3CYPAL az O,"a R c 5 REEAR E�v � 'e 18'f' ' fl cv x TRY -Q a EN o v a MASONRY NG 3 � 2 9 ' r �a - -- k CJ 4'-8. 2.-0. 7.-y. 3.-7• rr � rr SEE ShEET5 AI d A,2 FOR 3-0 16-0' 3'-0' r r r � BA�NCE OF PANS E zz-0" 4-8" 13-4" NFORMATION NOT ShOWN. RT O R'R ` r E E 'TTC �G 5CALE: 24x36: 1/4"=1'-0" I Ix17: I/8"=1'-O' �C7 //// BANDING ELEVATION GENERAL NOTES: / ALL BANDING TO BE SCORE CUT. 1/2' DINOTe5 DESIGN WIND �� � WIDE x I/4'DEEP W1Tri PRf55URE5 FOR SMOO FIN151 INSIDE SCORE LINES, ANC CLASP s ��� T i AND CLADDING(PSF)UNLESS BOX BELOW IS Ct1ECKED, e STUCCO- N STUCCO FINISH AFPLED PER A5TM DB+ 20 P'-SILL PLATE w! WIZEN BOX is CFIECKED, C 926.TYPICAL / ;?)I!2^x 2'aNCnoRBO!r5 D REFER TO RA15ED BANDING / 061 TOP PuT CUT 5rIEET5. N STUCCO OVER arOoo FRAME � / R A5TM C 926-COAT STUCCO CAL A ED,�PL, / P m SP2 EACH STUD,TYPICAL CVERMANGS. / 6'Q GAB,f5 F 2x4 STUDS AT 16'O.C. TAILCUTS 5QUARE,/ SP AC! E". / STUD.TYPICAL uoN w Q w x8'ANCHOR BO!TS of x♦ / V`V DCTTr'V PLAT' AT O.C. RDGE vT-wIG+; \. 7\ OF COVE Err 0'C4 ROOF VENT INFO. —r�/ / / d 3c E°5 CRATY`_ LJ.. VEDhL:ON '2 TYPE XANTIT L.NEAR FEET N)ENTRY ISO - 3 M,TE l-RfEAVD 3' C0 r-E(n3Rf 3420, e 'YP>CA_ R!OGE`TENT 25 FT OFF RIDGE VENTS 4 /,.. REAR VIEW DETAIL G'5VO /F ,.;f w F ' � !� P 6�MCOTn`EXTLRf MEDN-_ON I Z y , 'L NT TO SCAL_ s ND-ylCAl „vER A.vcs z Plcu EXCEPTS"p GA5�fs W a TA/LCsTS'S0+)497Z " VEA.4 3LDG nT -z STRUCTURAL N/\ \ Ga -42.4 05611 RU55 U 'r"'� z LL — SPIN'74G+35 Z e AL.mNLM Q 2'-2'TYP' LLJ o _ _........ ._.. _ -.._. ` 'CF CF VA50NRY W \J! I ;UNCT CN 50Y Q__ Q LLl 5,K„0`INSi7. / CCACn Gn-M�. _ — ❑ , I� I + _ 8 FRONT ENTRY ISO w NOT TO SCALE o EEEEEEEE 888. 2nnflXLR 9AN ISSUE HISTORY - I i I—�I I_ I� I— - L�� I II, z o ARCr ENG DRwN j �� a z _O W C3,231OE; a B PLAN LPD 5�E--TA8A5E 5N ill —.� �� �� i �- J O ON F6 94� � 04,170" G ti,A-„ P:..IN LP.,,- ,A9E-5-CNE 3c c ii_M -'n,5T Gz+0 RA E>C�ocR KCe : . o 5n CERTIFI A 14ATI ON M A e24 F G �%-' 3 -T +35 G'-ACCTT-XLF2 54,40 7CA 35 R�.-EO"C=s '- ,-'T -40.2 w e'-MOOT•.T:.t-LFf T4F C -?9.4 3 =s 590+4 34''C"-,- (� ATsloe- r 2008 SHEET NO. SCALE L,JASON BERGER PE# 64003 A3c I Ix17: 1/5'=1'-0" SVRF-tot-6Btoc ç1, c .mot` ... _ _. f.5ERGLA55 SWINGES. > c n .f CV� O MCC xLRf - I 5222.t'P'CAL 5 l:C C FIN15n. 0 - - U �SEf COMbN;NITV liv`_L MOCTn SECS V r=' P FCR"ti O ..t"i1RE a HtiS ... TYPICAL d'o. [' • H �.. 12 FINISn GR?;,E `IN15n GRADE W -..., F [ EL VAT1O - - TCP OF MA5CNRY U y LIG11 TtXT,RE 1 I 1 I II F N 57„'000`WISH. I I I a t N U co SPECS=0R TR'M 1 I 1 0 _ I ARO.'NC AL'MhCOw5 ND A5.`PIrAL— — 1 t 1 4 1 �pGf;zN. s t 1 1 I TMCAL y R'CGE T1 C4 OF-CNAL CF'TrvN.AL NIAS,LR CFTIONAL Nt:.b'FC"it GRADE -. 0 Q M O 7 Z r 34.5 CCvEKfD-ANAI BfJRDDA 527 +3G3 r39.' BATIRCOM 3d.1 39.7 42.4 TON .. m 0 w 'b t o ......^..���� p Q 5114C 4COT CAL'L7 ' 3 _5-ICA P55 5'INGL5, - W U i 3 2'ALVINJM r F� , y FA5C:A _� TVP'CA,-� z . OF M ,.270NRv 4 O r YuCCO FINISH, - r "'.' "lRf W 1 W v W a I 1 I ty L SMCOT"'Ee'LRE o'f q I SAVD."'ICAL � 1 W :REF `N'5'1 GRA:f pP"KJNA�GARAGE `f l5 Gf2J`_ -42.4 -42.4 .42.4 5ER'✓'C°AGR _40.7 � 3 � o ELEVATION GENERAL NOTES, uEN5rF5 0F51GN WIND O ISSUE HISTORY PREDDCRfs`OR WHETSTONE ENGINES ING& sal, fail C, 0 ARG F' ENG DR'3°; � ,IP NcN NO DATE VER vER B DE5GRl FTIg14' AFPVD ANc c A .NG P5F7 F- 0,030�. 40 2004 Rc PEA E �c BANDING 004 bard AVF ADENTt 9C z CERTIFII UT RIZ, It 03r230E; 4 5 PLAN'JP025-55!DA'5ASF SN 5TLCCO,'.N15n AFP'.E 'ERASIA `� 0&17,07 6.I 2 . A'.1- PLAN JPD. 'E 22275T222 302 TM 0222 TP'02 ALL BANDING TO 5E SCOM1Ff CUT. 1 r2' IVIDE 5 x 114'DEEP''NITI r " 2M-, S53002 FIN1511 INSIDE SCORE UNE5. SHEET NO. r,5'23r-c4AT 5TLCCC=IN15n APPueo ROOF VENT INFO. UNLE55 SC X 55LON I5 C�ECKED. PER 25724 C 926.TYPICAL FFE- 11 o RID c,FN'S _ V _N X Is cnE5A D. x, rF JNT — s CErFz'O R.'.ISED SANDING I D Ir� IJC I R /A�� cF, Vim\�l RGER�o pE, 4A4 c ��N D JT sHEETs- SCAI-E: 24x36: 1.4=I'-0' I IxI7 1/8=1 -O SVRF±ot-6BtcyC OPTIONAL MINI ZfCE55EG-GM'4 CFIL NG 5END CraR r1 OPTCAL MEDIA CE V-ER y M ENTRY TO I ... M.YSTER �6+ 4 R aeoRooM —r- q! 4 2'-Q" OPTIONAL MEDIA CENTER ART NICHE iG"-F7-LRf,PFR 5?_C."��CA� T=4! �C A55 TER.-IF C s' — SnC%-7 E4CLOSK.h Ur --' riii4ai.' c f.Gf K.h'. %_ MIRR'JF. J J N Z_ O CPR tEE TC 2' m W 4.SAGO 5'_457. aB0/E 7�E CECh ° mW �T_ _ _ NLL__ ___ __ __ % w - O W V5830 v5B3J 4GB c SB30 4'HIGH -EUP�-GU '' v BhCNT-R CL3B ��0`n�R EVQC51_ ELEVATION(a7 VANITY ELEVATION SHOWER&TUB �, a C� f BATH 2 "/2'EIARDI5ACKER 15 REQUIRED 24•A5OVE MASTER BATH GARDEN TUB DECK5 AND ON TUB FACE. CC3 1/2"NARDI5ACKER 15 REQUIRED TO THE CEILING FOR ALL 5i1OWER AND SHOWER/TUBS. _ z sa 1'-3• Cry� ?O'`k:4LL.Ad • f r*oraN;w F LiT ' 0 0 _ r----- ------- — IIII�II, __ I I NuCRC!SEE q m q W 5EL0CY5 4 BPtA5n T!�„-r u q 4'SPL45f(�'P 00 O 00 r_ JTI _3 N 3 BREAKFAST BAR BREAKFAST BAR 39RfP 5�Cf 3a� E�4 o SCALE 24x36: I!2'=I'-O" f Ix 1 7: I/4'=I'-O KITCHEN AT REFRIGERATOR KITCHEN AT RANGE KITCHEN AT SINK PLAN VE'vV ISSUE HISTORY No GATE AR E"� GR'" DLICRiPTIo ' qP eKITd%, TNONE ENGIMEE81N TON FL VLR 4'FR BY t LU Oi0310` 4.0 2CC4 -RC l;p ASE y�O 0321% 4.1 '5 PIAN UR A E _E DAT�BAoE 5N Co. �; G G. �. ,4V PLA.N P AT !,r�ETB�O�.P 30 P33rd AVE E p w Q z CERTIFICATE r ' ATI0N . > o 5 2U8 SHEET NO. NOTE:PLEASE BEE STRUCTION STANDAR INTERIOR E L E VAT I O�,Ny. CONDS BERGER PE# 64 ADI FOR CABINET SPECIFICATIONS SCALE 24x36: 3/8"=1'-0 1 I x 1 7 3/1 G'=1'-0• U O.N. SVRPtot-6-Btcc as EOUNDA'ICN ATTACH T 16.053 r0 BOTM 510E5 24 3LOCONG AT I G'O.C.w/(2) _ CC Od NAILL5 BETWEEN 24555 + + J- CL M w/8d NA115 r3 4-„C.@ ALL FRAhaNG CONS Of COND.JNI' MEMESE RS BOT?OM CHORDS +33-1:2'TF'CK-tP CCNCRFT 3 N 2*8 DIAGONAL 3RACE — 28`A5TENED-0 5LCCKING m 5L'5 512.0 DER-k--n,YR5 - u 3) 2d NAILS PER CONNECTION 5P 1nCA'IONS. /(4)12d NAILS.TYPICAL — —— — —— ——_ I .. T. A. + _1` G 1 —2z8 PT. 245 25ER'_OCATI CN L + r JNi-S2`_ M 5CRfw5 _ - - 'ER 517E F'r F 155 T-Ah '2'EACr 5 7E 1 P'.4 SCR."ti w' ;2):i4'z3- i4"APCON5 GAURET7'AA5n4R. 2 2+15 BLOCK)N'G PLAN TPICAL;_OCATION t XO CUT-0 FORM A4Cit 12•0 24 PER 510E 2 M;M6ER'ER-u3LE '✓U� x. �5 T115 5250-. O H a 25'TO 35'PER 510E 3 RECESSED UNTg GREATTR THAN 3e PCR SIDE OR MARE DE51GNE7 2z P.T.5YP I PERIMETER T'.AN 5T,.^i5 SY EVG. c1;r.:NE OF ____ 1 W�7 CCND.LNIr �y 5PACE0 G•°ROM TOP f• A/C PL AN DETAILS APPLY SECONO LAYER«/ 12d NAILS Q G'CCF 4 ww? u.7 GA52`TTD V/SSHER NEEDED 5S SL ,OCA"ION t N1WMK -ER TA,E a Tr,5 GR,k7E SHEET. ��I �`IN15n GRA,7E c TRANSOM FRAMING AT ENTRY SCALE: 24x35: /2=l 0' x l 7 4 ) O C 1NUG 5 xouvD EaMeER M,vn vN 3•COv`R m 3 12'T^lCG FtP CV ELEVATION 51ZED PER NC MFRS Ep SPEC 1CATONS A/C PAD DETAILS SCALE: 24430: !/4"=1-0" I1 x17: 1/8'=I'-0" E III- 'n a V � ~ z x LL. V m m F w o L � � EVG KOOF'RLS5 5 IT 24'CK ~ w Z a O — U ;R25 OP`_N UJ Ur Z 3'X I�N � „.i`LJMNS rYf� GARAGE o ro co 0 ISSUE HISTORY ARCF E1 G OF I - p�' - TE8 iN 1 INS z ° z NO. DATE VER VER BY DESCRIPTION' APPVD _ __ WHETS NE Ef 0,03/O`. 4.O 2004 FRC UPDATT �� `°�' 2404 b9td AVE V ' fi�'' Fl 91209 3 > o CL 03/23iUf. 4. '8 PLAN UPDATE-SEE 7ATABABE 5N r AT 0N 192 t Od l7/O 6.I 6 +. h%1', LAN JPDATE/N"ET5TCNE 30 C `M CERTIFICATE.01' 2008 SHEET NO. BUILDING SECTION AD2 SCALE: 24x36:3/8'=1'-0' ! I x 17:3/1 G'=1'-0• L.JAS0P EAGER PE# 64003 SVRFtt6Btcjc ----- - -J- ELECTRICAL LEGEND I , 51NGLE POLE SWITCH O DI5P05AL PATE SMOKE DETECTOR D15CCNNE'''T(� 2'C1.�R d Y+ DWBLE POLE SWITCH CF aC COMF'TESSOR rv�j �s ® FRE`MRE SPEAc5R TnRfE-NAY 5'NFTCh f FLCOO JGnT I / � JUNCTION BOX V �o DIMMtR5W'iFCH O Tn2RM05TAr F \ \ -" CEILING FAN 1 _ CEr_IAG FIXTURE F'N T.V.OLT SCONCE of ' ' TELEPHONE OUTLUT ` C 'C C OPTIO!JAL CEILING FAN CHIMES DOOR SELL ChIUE5 4Y I F O VOLT DUPLEX OUTLET � _- MASTER SUITE / 110 VOLT SWI?CHED pUTET U 34 �h� -O DOOR BELL FAMILY ROOM a" uyu 110 ARC FAULT OUTLET DOUBLE 24'FLUOR.FXTLRf NTERCOM 5Y5TEM \ FFU5ER GROUND FAULT OIJT-'_ET GARAGE DOOR PUSH BUTTON \ / �Iwr WEATHER PROOF GFI OUTLET O DOUBLE 45'FLUOR.FIXTURE -AMPS /\ //0 F'''N _-- w/DIFFiJ5ER ELLiTICA1 PANEL TER FREwiRf E,..cCTRCAL PANEL VW 220 VOLT OUTLET Q / BATH DOUBif 24'FLUOR.FXTURE / Fav 5PFCIAL SERVICES OUTLET Q -BULB'NALL MTD PXTURf ( 1 `\SS - F-00P MTD.CUTLET DOUBLE 45'FL UOR FIXTURE - -- 2-dUl9 WALL MAD FX*LIRE ac CEILING MTD.CRJTIET o SMOLT 49'FLUOR.FUCTLRf — a1 EYEBALL Yl'f RECE55ED LIG07 000 3-BULB WALL MTD FIXTURE SAW`AN O MOISTURE Pf515TAN7 RECE55ED LIGHT - - ADC AAA ARMc 515:F FOR /lam BAT`F FAN W AFt LIGHT /� OPilONA1 AL4RM SYSTEM z IL''NJER 0024/AR W o RECESSED LIGHT T pPTI z 4" 2'4� „UTL 6-U• Y� SINC•If BUSD F Ci,E5CENT ♦--,f- i-- Qo M'.NIA-I Kf RECESSED GMT !,I 3',=CRJC'SAE'=R FXTJRf 1XI't DOOR -"'r Y J L'GnT'NG BEDROOM-2 IN.I C. Dw ELECTRICAL NOTES �� ��"'� 4' Q 6.I KIT°HEN N LING` ' INL5 CnERh SE NCT"D. , - EL .RICA CLT c hE GrT5 A EAS,R-,z fR'1M FIM5hE;`LDCR w� _N"_RED VE OF TrE BCr E"c 2'AF .,FJERAt; - - BAT`1RCOM 3.;A�F � A„NCR"RCCM P`F a \ XERICR WA'R'FCOF A`F �{7 N.NG ROOM _ cc 4/TOE GENERA Plz?CH 4 a F F R,N.IGE L F __ Q O V .IGr Fx•Lr BE Z 2. AL"w r A"P u D J.iC5 E GANG.C.n G2'_ 55BU �- �` - r CD L`.IN 1VD P`JCh /�LL 3 EL=C'R1CA S4/TA ES C Bf 4 2'.fN"_RL 4E HBO:�`NL5nF s i W 0 OOT =N FRE'n�RE 4 F R.7CA ON `N S STOWED F R 5 '� E NLY. ALL sSOPS '^ ?_'.E GONE V STPG AC RDANC MW OP NAiICNA. U) 0R'CA COGS oSF3ST 2O TON CN.345 LGEN EC '_CTTICA BEDROOM-3 i CONRACTOR 3150 STALL BE 4252055120.A 'L4/NO ROOM L1J ^CR TIE IN5'A '1CN NC-51TNG CF ALA fl'C WCAL,51053 4ND 7 0 A SSCRIES / \ UTILITY .2.46'FCURES00 F'XTLFES/ L Si WRAP A2C NE DIPF'_SL2. > MKE DF'CTO KS 5A:f 5 AS 2 F. d 5"PA?OA. N1pKE Df� T�RS 5nA BE 52' R 500�NN C C NC A 4 LE CF s 1 l _ I S. ARC ALL"52020524/5 54/.BECRCCMS'ER FFC 2004 DFT I- BEDROOM-IDEN FOYER ` " FOR GARAGE N O R NER_______� O [j ztAR A.� �E o ISSUE HISTORY =LL / ARCr ENG DR ^: © Z a NO DATE Df5C R1PTIOh" 4/TWO ^R O W VER VER 3Y 10/0310`.: 40 2004 FTC UFDA'E MC ENTRY _..---_.— ---. Z Z 03123204: 4.1 IB F'f,.N UPDATE-SEE CATASASE SN - NA a > a a 04/17.22 31 6.1 WMV FLAN UPDATE I NtIET5TONE 130 C TM \ SHEET NO. I E:; F _IE)Afk ?LAN E 5CALe 24s3 - 1'4=I -0" _._ 517: I/6=1'-0' SVRF tot6Btoc ri --- ----- I � I ri I I y FAMILY ROOM CAKPE`_D � 26; MASTER MASTER SUITE H .,....Bqm C.LR.°ETED ��7 0H _ _ _____ _ _ 'Nic CARE L JJ m 62 _ 2 CARPE-FD KITCHEN cc 12 TTTTTTTOET ow LL n DINING ROOM CAR°ETED W BEDROOM J CA RPE'ED W € _ UTLITY 1. I z fl I g LNING ROOM C Q T--- L 120; H L——\ 2CAR GARAGE CONC.F.CCC N O 05PEC.FiC i.C G f2'N'rl O4'1L;DES�C'wi`_D Q6 O 5nCHN, FOYER 124. BEDROOM4'DEN ISSUE HISTORY "�``D z ARCr ENG DRWr•: ENTRv yt O W NO. DATE DE5CRlr iION' APPV'J LLj v[R VFP By ee cMEN 0,03/OS 4 O 2004`R0:.'PRATE NBC R CNC L W Q � 03,23,"J6 4.1 .5 P•,AN JPDATE 5,EE DATABASE 5N Dd 17/07 6.I `&V% P'.AN UPDATE,NMET5'ONE 1 30 C TW SHEET NO. ,lQO � LY ..IT F SCALE: 24x3 1/4 O' 1 x17, 1/8 O" SVRF-tot-6gtac ci ---;-, I I I I n o .1K COtdP. I [.2 CN PAD 3,L°L o [� ` I I \ I I I ^ ❑ l i — a C cv� O T - � MASTER MASTER BEDR FAM�IV ROOMOOM BATH �-i W LW F �W W.LC AfT+G 4_C_CF�y5. 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M N1 LA SCALE: 24x36: /4=1-0" I !z 1 7: !ö=l-0 nn'-0" I`/' I ;8W9 i.r,i I ..rte OPTONA.2222 2C IOP,ONx M45T.R " 34 PnC"W' SEE 053 SEDROOM SAY EXi?NStON' 'KG.5E`_052 CR DETAILS 2 LAS OF ac ccMP¢ESS0RI _____ __ y r M J v C MASTER a N BEDROOM FAMILY ROOM O F 40'-0' f. 1TO tiocE;Ev •' ---- ■■ ✓�w CPT ONAL 2028 DCOR CPi!O"IAL N,A5T=R ■ OI • '��T,PICA. xi 3x4'POL'KG.SCE C53 5EDROOM BAY:X"EN510N =0R DETNL5 FtcG.5EE 052 POR DETAILS ' WPLIE5�_n 5 0� APPlfEF'MS CPT. I `HECK 2 C9 ' Q F'.52 FULLY h t3Ci8C`x�D 1 1.ojI MASTER O "L.GnT'�& Rf -- l BEDROOM FAMILY ROOM Y-� r Y Lccc v15H. r u mk.4L. c K _ rc 1 a .PF RM 1�-++5I�'(�l�i1 ft HA i1LVi Y. w a4c DOO -"CIL— _ 3 Ww i U) O W 3a INt n DE OPTIONAL MASTER OPTIONAL MASER ca.1 24 x E'2 2 17 1 .34, do CRCOM 5?,Y +36 39 T.3 « . BATi'�ROOM EXI �J CGC „P"ICKAL 2628 DC(:R 92 a rr zze M 314 P,4L PKG 5E'-323 POR Dl lvL5 - d nE'.T I`ir�5 C'T K '4_________ EXTERIOR ELEVATION * CP'ICNAL MA. R 'EDROOM EAR EXTENSION Z 5CALE 24x3G: 1/4'=1'-O KG.5 52 OR ET& O CHECK IF T,15 OPT i 17'-0' 1 f-- xI7: I/a°=1'-0" ❑APB E5. 4 a _ �__ __� I 8• i 52 Z ry -_ 5 -ti 2.8• - +`•. 6-10' t♦ 5-8' I Q == ---- ----------------------- -------------- m N 3 CD RECE55 5LAa - 1 ■ II .__—_ ■ 1 I CD O OF 4 �� 1 Z ■ • — O ISSUE HISTORY ° o ARch ENc oRwn, v0 0AO2 OESCRI PTICN' APP''0 z LL vER E'ER 3� FOUNO TION PLAN :v T qQ� 10,03,0: 4 0 2CC4 RC 0 DATE u- I' I I� I"'L > 0 O_ 63,23,0E 4. is PAN UPCATE SEE DATABASE 5N WNET6TONE ENG &T 03 7�C G 6. N 'NMU PLA N LPCATE,N7E75TONE 13C C "M N FL L 2404 53rd A RIZATION 929%HEFT NO. rr: IFIC E sOTE KEFER TO 5-lEET5 Al c A2 = � �.. LN ,_ � 152008 NOT 510,,V MEP SCALE 24x36 1,4'-1'-0' I 1 x 1 7 1 T8'=1'-p U O�N _t� osi L.JASON BERGER PE# 64 3 BVRF±ot6 BtUc a 7 cR dET'D 'I.0 a ' — --ID_ J -PO •Z .f— 6C SGD •• • �L R , "Y*`?A..�� 19. �'-• 'A NO E�SEE�n€ET a't A2 T10• 11 �.=C'JR5E r .a" yr..-•- FORS TPLCTLRAL DE AILS _— - I. ■ OP ONa NOT St'oW nERE. = CENT.R pWW� 17-4' 1 r 11' W 4 ''• 7"r MASTER '■ R �� a-r c7 a m BEDROOM 1'10• FAMILY ROOM a. + CEICVGQ � •µ;Alt' CE�DNG^3 g.4. RIDGE'FN' O f-R:CGE'."NT. • a'- MASTER ___ ROOF VENT INFO. - 'CAL BATH ■ q TWE 01JANTIT'LNErK FEET .. C� Q q-4• '° W m, , N O ■ RIDC•E CENT 25 fT _ _ T"f 6 ■ �—� —' m 2 68 pFF RICGE vENT5 a --- m `OP CF ,150Nz 'KCAL - OP"ICNa�26287008 S Ott$ - R Aa a ubnT rf„tiJRf I I. T•,.'m AD—,G.5 053 o a�� - Kn ac 5TI,CC0± 4IIIW LLJ " 1 0' 5,8• k W o ' I �' II N 2 art REF.1 OP'ICN.aL ti'AS`E2 ■ ■ ■ • ■ _ N OPTIONAL +39, 5ATYIPOQN'EXI? a ■ IN15d sRa7E +39 _____ __ _ _ _ g•_g• +3a 5 COVERED J�NA! 52 3 -47.a m , B'2' -38.I N EthVA ■ - 4 i $nom Z CENGTE5 DES'GN CMPC5 a a ANC CLRE5 FOR CCMPCNEV5 �- I ■---- O_ AND OLADNr IPIP --- ■ i'Q A H 52 A I O u Q. 90a • o o � '_I• + 7• 'e CO O FQI�N�ATiQN . \ r Q w ISSUE HISTORY r N w Z NO DATE C. ENG Dah•.: GfSCRIPTICN' APPV'J WHETSTONE r V1��MAAOENTON ING AT18V 1&I > avLe vER PY ���4��� r PL l®R9 C/03iGS 4 0 >^C4 FR� P„A"E O3i23:C LAN UoCA. -5EE DATA EuA5E 5N C AT=,�, 5=DNE 13C C CERT' r r �' H�PIZATlON BQ��sHEET rvo. L,JASON BERGER PE# 640( SVRF Lot 6 Block 1 IF GENERAL: III. MASONRY: V WIND LOAD NOTES: 00 1.1 SPECIFiCAT1ONS = FRC 2004 3.1 MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 5.1 DESIGNED PER FRC 2004 (2004 W/ 05 & 06 SUP) & ASCE 7-02 w M 1.2 DESIGN LOADS: (CURRENT). 5.2 BASIC WIND SPEED = 120 MPH (3 SEC. GUST) c TOLL = 20 PSF 5.3 WIND IMPORTANCE FACTOR = 1.0 ' 0 TCDI_ = 10 PSF 3.2 MORTAR FOR ALL MASONRY WALLS SHALL CONFORM TO ASTM C 270, 5.4 BUILDING CATEGORY = BOLL = 10 PSF TYPE M OR S. 5.5 WIND EXPOSURE CATEGORY = C BCDL = 10 PSF 5.6 INTERNAL PRESSURE COEFFICIENTS (GCpi) = 0.18 3.3 ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS 5.7 EXPOSURE CATEGORY = ENCLOSED ` ' m 1.3 ANCHORAGES SHALL BE HOT-DIPPED GALVANIZED, AFTER FABRICATION CONFORMING TO ASTM C-90 (fm=1,350 PSI (MIN.)). Cs, PER ASTM A 90. 5.8 ROOF DEAD LOAD: 3.4 GROUT SHALL CONFORM TO ASTM C 476. (USED TO CALCULATE UPLIFT RESISTANCE) 1.4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER = 1 1 8 PSF VENDOR-PROVIDED EXTERIOR CLADDING SHALL COMPLY WITH THE FRC 2004 3.5 USE FINE GROUT FOR COLLAR JOINTS 1" WIDE OR LESS AND WHEN 5.9 ROOFING SYSTEM = FIBERGLASS COMPOSITE SHINGLES INCLUDING THE DESIGN CRITERIA SET FORTH IN THE FOLLOWING WIND LOAD GROUTING CELLS OF HOLLOW MASONRY UNITS, WITH OR WITHOUT VERTICAL NOTES. REINFORCING. USE 3000 psi FINE GROUT (3/8" AGGREGATE MAX.) WHEN 5.10 COMPONENTS & CLADDING (GCp) (ROOF): GROUTING BOND BEAMS & PRECAST UNITS. ROOF ZONE 1, NEGATIVE _ -1.00 1.5 EXTERIOR WINDOWS & GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD & BEAR AN AMMA ROOF ZONE 2, POSITIVE = 0.30 OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE 3.6 CONVENTIONAL REINFORCING BARS (VERTICAL & HORIZONTAL) SHALL CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. CONFORM TO ASTM A 615 GRADE 40 (MIN.), DEFORMED. 5.1 1 ROOF MATERIAL WIND RESISTANCE RATING = FASTEN SHINGLES IN ACCORDANCE WITH FRC 2004 AND WITH ASTM D 3161 1.6 EXTERIOR WINDOWS & DOORS SHALL BE ANCHORED PER PUBLISHED 3.7 PROVIDE CLEAN-OUT OPENINGS FOR EACH GROUTED CELL. 5.12 COMPONENTS & CLADDING (GCp) (WALLS): SEE ELEVATION SHEETS MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. 3.8 ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON FACE SHELLS. 5.13 MAX_ NET UPLIFT PER TRUSS BEARING CONNECTION = SEE TRUSS LAYOUT. 1.7 GARAGE DOOR SHELL BE FASTENED / MANUFACTURER'S TRACK 5.14 MAX. NET UPLIFT PER GIRDER BEARING CONNECTION = SEE TRUSS LAYOUT. BRACKETS USING 1/4'xi-1/2" HEX HEAD LAG BOLTS FULLY SEATED IN PT 2x6, #2 SYP (MIN) DOOR BUCKS. FASTEN BUCK STRIPS TO MASONRY WALL V. FOUNDATIONS: C/J 5.15 FACTOR OF SAFETY AGAINST O✓ERTGRNING = 1,5 N/ 1/2"0 ANCHOR BOLTS r'/ 2'W 'WASHERS Co) 18" O.C (5 M:N. PER SIDE). ANCHOR BOLTS SHALL BE CAST IN PLACE 2.1 CON IR ,GP SHALL ENSURE THAT CONCRETE CONFCR�AS "Cl L�' 5.16 EXTERIOR SHEATHING: FASTEN 15�� �� i _2" WINDSTORM SHEATHING TO FRAYING r'yjTH 8d "dA.l!_S (CURRENT), SPEOFICATI0NS FOR STRUCTURAL CONCRETE FOR BUILDINGS, aCl CR 0.131" P—NAILS AT 6" O.C. ALONG THE TOP AND BOTTOM PLATES, 6, O.C. ALONG PANEL Cn 1.8 MULLONS AND 4.DJACENT DOD • ASSEL+BLIES ARE REQUIRED TO BE 302 (CLRRr N'), GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCT:O'v', AND EDGES, 12" G.C ALONG INTERMEDIATES Lit w TESTED OR ENGINEERED TG TRANSFER 1,5 TIMES THE DESIGNED LOADS TO (C SUPPORTS., ALL EXTERIOR SHALL EXTEND FROM THE ACI 318 (CURRENT), BUT CODE REQUIREMENTS FOR REINFORCED BOTTOM PLATE TO THE TOP MEMBER OF THE TOP PLATE. O THE ROUGH OPENING SJBSTRATE, CONCRETE. Z 2.2 CGNCRITE SUPPLIER SHALL PROVIDE A MIX RESULTING IN ,4 MIND,+�:M d.''7 ti 'OD—FR ME SHEARo4'ALLS: FASTEN 1 x/32° WINDSTORM ,J N RHEA SING TC FRAMING WITH Sd NH!:: S OR 0.131" P—NAILS AT 3" O.C. ALONG THE TOP ACID Q COMPRESSIVE STRENGTH A.T 28 DAYS, f'c=2,500 PSI AS MEASURED 3 TESTING CYL'NDRICAL SPECIMENS PER ASTM C-39. BOTTOM PLATES, 3" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. Z o PROV DE 2x4 BLOCKING EDGEWISE ALONG HORIZONTAL PANEL JOINTS. SHEARWALL ENDS SHALL NCOD FRAh�11NG: 2.3 SUB-GRADE SHALL BE FREE OF ALL 'VEGETATION AND ORGANIC BE DOUBLE STUDS FASTENED TO BOTTOM PLATE 'WITH ONE (1) SIMPSON LTT20 TENSION TIE o 4.1 TRUSSES SHALL BE DESIGNED PER FRO 2004 AND TPI SPECIFICATIONS MATERIALS. WITH 1/2' EPDXY SET ANCHOR BOLT WITH A MANUFACTURER'S PULL-OUT CAPACITY OF 175C AND CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PCI,'NCS (YIN). FASTEN TENSION TIE TO DOUBLE STUDS WITH 10-16d NA'LS FLORIDA. BRACING SPECIFED BY THE TRUSS MANUFACTURER (INTERNAL TO 2.4 MINIMUM FOOTING COVER SHALL BE 12" BELO'N FINISHED GRADE . .-� 518 ROOF SHEATHING: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING 3 THE TRUSS SYSTEM) WITHOUT FASTENING INSTRUCTIONS SHALL BE FASTENED 2.5 A LAYER OF 6 MIL. POLYETHYLENE SHEATHING SHALL BE PROVIDED O� WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG FASCIA, 4" O.C. ALONG PANEL EDGES WITH 2-16d NAILS PER BEARING POINT AT CROSS BRACING, AND 10d NAILS - AS h 8" O.C. ALONG STIFFENERS (I.E : 'L' AND 'T' BRACING) AND 3-16d NAILS VAPOR BARRIER UNDER THE SLAB. AND 6" O.C. ALONG INTERMEDIATE SUPPORTS. TOE-NAILED AT END BEARING CONNECTIONS. 2.6 SUB-GRADE SHALL BE MOIST DURING CONCRETE PLACEMENT, 5.19 ROOF DIAPHRAGM: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING 4.2 TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TRUSS PLATE WITH 87 NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG DIAPHRAGM BOUNDARY (FASCIAI 4" O.C. INSTITUTE'S (TPI) BSCI 1-03. 2.8 CONTRACTOR SHALL ENSURE THAT CONCRETE COVER TO REBAR IN THE ALONG PANEL EDGES, 6" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2 x 4 BLOCKING SLAB IS IN ACCORDANCE WITH ACI 318 (CURRENT). EDGEWISE ALONG HORIZONTAL PANEL JOINTS_ 4.3 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) a. CONCRETE CAST AGAINST EARTH = 3" COVER MINIMUM U.O.N. NG SHALL BE IN ACCORDANCE WITH ACI 302 (CURRENT;_ 2.9 SAW CUTT�� � � SAW 4.4 ALL LOAD BEAR'NG FRAME HALLS SHALL BE STUD GRADE SP (MIN), CUTTING SHALL TAKE PLACE AS SOON AS THE CONCRETE SURFACE IS FIRM REVIEWED FOR COMPLIANCE WITH THE ENOUGH NOT TO BE TORN OR DAMAGED BY THE CUTTING BLADE WIND LOAD PROVISIONS OF THE 2004 STUD SPACING AT 16" O.C. WITH DOUBLE TOP PLATE. TOP PLATE JOINTS SHALL BE LAP-SPLICED A MINiYJM OF 48" AND FASTENED WITH 15-16d FLORIDA RESIDENTIAL CODE (FRC) & NAILS 2.10 assuMEo sGL BEARING CAPACITY IS 2000 LBS PER sQ ET FLORIDA BUILDOOTSWK & "STING 05 & C6 SuPPtW453b4 _ - , L 34 0� A._'_ THER TE SHEET NO. 4.5 Li NON LAD Br AR.N FRAME A L_S SHALL BE STUD GRaCE SPF r � �� �� Z� N p 2 8 16 O.C. THE RESPONSIEIUTY OF TF _ if ,� ,G�OR L. JASON BERGEN.?. "JASON B R ATA PE# 8400 PEp 04 SVRF Lot 6 Block 1 8" C.M.U. INSULATION 2x4 SPF STUDS oMo FINISH 16" O.C. o PER ELEV. 25 LAP U:N c-a #5 DO'vVEL EXPANSION JOINT u r- TYPICAL 3-1/2" 1/2" GYPSUM BOARD 10" FINISH FLOOR ) #5 BAR CONT. CONC. SLAB 3-1/2" STEP 3-1/2 �3 i/2" CONC. SLAB -i/2 CONC SLAB �iN 3-1/2" FINISH GRADE j I CONC SLAB 3 oI FINISH GRADE 4" 1 (2) #5 BARS CONT. �• W L8, 42„ 3" t' 0" 1' 4" 2 #5 BARS CONT. 2 #5 BARS CONT. B THICKENED SLAB EDGE ( ' THICKENED SLAB @ GAR. (NON-BRG.) D EXTERIOR DOOR SILL a EXTERIOR MASONRY WALL FTG SCALE N T.S S- SCALE: N.T S. S-2 SCALE NO SCALE: N.T.S. VERTICAL WALL REINFORCEMENT -- (1) #5 DOWEL PLACED TO 25" LAP MIN. MATCH VERTICAL WALL 77 1 #5 DOWEL REINFORCEMENT (LAP 73-1/2" CONCRETE SLAB w/ SPLICE = 25" MIN, ) FIBERMESH (f'c = 2,500 psi (MIN.)) 3-1 /2 CONC SIB 14-1/2" FINISHED PLR. 8 C.M.U, 1 j2' CONC. SLAB F'v'SH PER ELEV. i 13 D�NEvVAY x 1r�rfinrt,= I I t=111-111 ice - R a J o II�II-11 i� �r `�• • • FINISH DE I�III=1I 8 x16" CONCRETE FOOTING Q �� - w w _tll=ill Hal Ir/w/ �2� #5 BARS CONT. = w o s -11IEJIM III=i� 24 x24„x1n„ FTG fi>�rr_: I-il (r c=2,500 PSI (MIN )) o II. EXRANS0N JOINT �1111�11" . I I-�!�I H 11-1 r o 1 4' 2 #5 BARS CONT. �T_I_IIII!`IIC� "1 A„ CLEAN COMPACTED, TERMITE 2 0" NOTES: TREATED STRUCTURAL FILL 0 GARAGE DOOR RECESS FDEE FLOOR ALL DEBRIS ,. � MASONRY COLUMN FOOTING 1. .ROUT CELLS SOLED BELOW FINISHED FLOOR,. - 0 o SCALE: N.T.S. 2 F0LNCATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL SCALE. N T.S. RE NFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELEVATION } z OPTIONAL STEM WALL FOOTING /2" GYPSUM BOARD 2o "Z x 8" ANCHOR BOLT S 2x4 SPF STUDS S 2 LE: N.? "x4 SPF S`L' +DS ti 2' ' A�nER � 18' C 16" O.C. 07 S. 25" LAP M'N @ 16 O.C. / r1 NSULATION 1/2" GYPSUM BOARD S.MPSON TITEN " FIN'SH PER ELEV. � ANCHORS �J 18" O.C 3-1�2" STEP 3-1 2" 3- /2" CONC SLAB-� / r- J 3-1/2" CONC. SLAB � I� � � COLD JOINT 'I � •'•' ' • _ l/ I of (2) #5 B,-.RS CONT 1'-4" 1 1'_4 \\ 1 4" 2 #5 BARS CONT. ( ` #5 BARS CUNT. FOOTING @ INTERIOR BEARING ( MASONRY WALL FOOTING @ PATIO THICKENED SLAB r2008 G. c ALE: N.T.S SCALE: NJ S \ /' SCALE: N.TS 2004 53rd AVE E Bo434 SHEET NO. CERTIFICATE OF ' M< < REViEWED FOR C -MPL: 'NCE 'WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RFSID.ENT!AL CODE (FRO) & FLORIDA BUILDING COLE (FBC) L. JASON BERGER, P.E. DATE A S- (w/ 05 & 06 SUPPLEMENTS) & ASCE 7-02. ALL OTHER DESIGN PE# 64003 ELEMENTS SHALL BE THE RESPONS.BILITY OF THE CONTRACTOR. jA5O EQU: SVRF Lot 6 Block 1 <,- M - REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR NO SHEATHING JOINT HERE M ROOF DIAPHRAGM NAILING SPECIFICATIONS. ' 2x SYP 'L' BRACINGS @ 24" O.C. SEE TRUSS ENGINEERING FOR SIZE, c EXTERIOR -2 c LOCATION, AND ATTACHMENT �' 2X6 PF w/ (2) ROWS OF 12d FINISH EXTERIOR NAILS @ 12" STAGGERED (EACH ROW) #5 VERT. WALL REINF. ' m 1 3" MN. 1/7 4-RATS w/ ______________ - ______________ - ______________ - \ I 2X GROUT CELLS SOLID BLOCKING (LADDER FRAMING OR \ \ 2"@x1/8" AASHER SPACED 6 PACKOUT) @ 32" O.C. @ 18" CC. FASTEN w/ (2) 12d NAILS 5 PER SIDE MINI TOE-NAILED PER CONNECTION 2x4 SPF (V�N) BLOCKING (EDGEWISE) @ 48" O.C. TOP • �� & BOTTOM FIRST FOUR (4 FRAMING BAYS o GARAGE DOOR MIN. @ GABLE ENDS (TYP.) FASTEN TO TOP FASTEN 7/16" APA RATED SHEATHING & BOTTOM CHORDSNAILS (TOENA.ILED) EACH END TO GABLE END FRAMING w/ Bd NAILS @ 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG [-i INTERMEDIATE SUPPORTS LU / 10 g„ 2x8 P.T #2 SYP JAMB 3 COAT STUCCO FINISH, APPLIED PER ASTM C 926 TRACK/BRACKET FASTEN INTERIOR Z ATTACH CABLE TRUSS TO PER MANUF. SPECS. PLATE WITH 16d © 4" O.C. STAGGERED 2x4 #2 SYP NAILED TO BLOCKING w/ 16d STA,,rl, Ii GAR. DOOR TO BLOCK ATTACHMENT DETAIL 1 GYPS R S L'M BOARD 'CAI!S @ 6" O C. FOR GABLES OVER 24 LONG / PLACE SHEATHING FLUSH � SCALE: N.T.S. DRYNALL SCRE'VS @ 12" cc (2) 2x6 P.T. SILL PLATE WITH 1/2"4x12" w/ MASONRY @ CC. "@HALLS o U" BOLTS @ 24" O.C. MAX w O N GABLE END DETAIL J SCALE: N.T.S. � Z FASTEN ROOT SHEATHING w/ Sd NAILS a @ o" EDGES 1 IN FIELD & O 4" CC ALONG NAILER CC —� z Q g 0 SMPSON MTS16 TO TRUSS BELO'NS S 2x6 SYP SLEEPER 'uV/ (3) 15d� 5 NAILS @ EA. TRUSS RAFTER REVIEWED FOR COMPLIANCE WITH THE ENG. TRUSS WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRO) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT). AND ASCE 7-02 END. ALL OTHER DESIGN ELE� ° 1! � & 8 INA,I! THE PESPONS' L'TY OF ET N0. 7I VALLEY-SET ATTACHMENT DETAIL CERTIFICP RIZA i( M 8@E8 I , SCALE: N.T.S. L. JASON BERGER, P.E. i716 2U8 S_3 PE# 64003 L.JASON BERGER PEA 003 SVRF Lot 6 Block 1 ENG RooF TRussEs #5 BAR w/ 25° (MIN.! o ROOF SHINGLES F� 24" 0 LAP SPLICE (GROUT CELL w M TRUSS ANCHOR / SOLID) SEE FLOOR PLAN N _ _ _ 7A N SEE ROOF FRAMING PLAN R 19 (MIN.) FOR REINFORCED CELL � T FIBERGLASS INSULA?ION. OCATIONS SEE NOTES 5.18 r 'T y & 5.19 (SHEET S 1) y FOR ROOF NAILING SPECFfCATIONS 5# (MIN.) DCAEL • INSULATION BAFFLE EPDXY-SET SIMFSON �' SET EPDXY (OR EQUAL) - MASONRY WALL W/ 6" MIN. EMBEDMENT T �T�U EXISTING /2" GYPSUM BOARD DRILL 3/4"0x6" DEEP CONCRETE (MIN.) HOLE INTO EXISTING fl� �-�"� FOOTING 1' 0" FOOTING MAINTAIN 5" (MIN.) _ z �x3 EDGE DISTANCE : • , • I MAX. K.O. BLOCK BOND BEAM POUR • air �T} SOLID w/ 1 — #5 BAR CONT. • EACH MIN. LAP =25" • z FILL 'N/ 3000 psi CONCRETE. W NOTE. CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE 5 BAR BERT �NALL REINFORCEMENT T CON COMPRESSED AIR & A NYLON BOTTLE / BRUSH BEFORE EPDXY IS INSTALLED. SPACED PER FOUNDATION PLAN EMBED ACI STANDARD HOOK 6" IN BCNC BE,r,, GROUT CELLS SOLID N RETROFIT DOWEL DETAIL STUCCO FINISH. LT \ SCALE N S w APPLIED PER ASTU C 926 H V a Z RIDGE VENT: FASTEN w TO RCCF PER MPS 25" MIN. LAP SPLICE SEE INSTRUCT'ONS Q SEE ENG. FOR 1� z NAILING DETAILS .-� 3 5; P,CCFiNG FELT a 2 X 4 SPF %�16" OSB ROOF SHEATHING O 3' x 8' x '•6' CMU (MIN) BLOCKING FBERGLASS ROOF PROVIDE INSPECTION BOTH SIDES SH;NOi ES OF VENT HOLE 9 EACH DOANPOUR 3 1/Z" 2500 PSI CONC SLAB w/ FIBER MESH ON 6 MIL APPROX. GRADE V.B. LAPPED AND TAPED .� PROVIDE 12" TOP CHORD OF ENG. MiN. COVER -_tea 1 -1�2" TYP. CLEAR ROOP TRUSSES (TYP) i� ii�1»rri=n iii grin i i SLOT RIDGE (SEE 11011 1-111x11-11 II I��� �f�CLEAN, CG4IPACTED, TREATED-1 VENT v FR'S INSTRJ TIONS) IIIIEill�l -11 IE�IE]11-11 REVIEWED FOR COMPLIANCE WITH THE I11E311-IIIMIFFILL JNLER SL B hN II�Il�11=11 . . tiND LOAD PROV�SICNS CF THE 2004 �Ilt�l�ill�i �'�la—Il�ih�II�IHII�IHI�II�II SEE FOUNDATION PLAN FOR SIZES IEI�J1a11-11�,,° ,,�`�_fll IMIL-i1�' "_"'_"�"'�If=1 LING,INC, 111_Ilt�ll�lt=11 J11=11f=III=III=111J11��f12 q5 BAs Nr ll- �� RIDGE VENT DETAIL FLc� Da Rts DENT a coEf� GIN EF a „ ,,,A, #, , II��I-III-1�I���I�IJ11= �� SCALE: NT.S. U� & n SUPPLIMENTI, 0a) A b RT uSHEET NO. ALL OTHER DESIGN ELEMENTS ��, TYPICAL WALL SECTION THE RESPONSIBILITY CF THE 5 20 8 �, SCALE N Ts. L. JASON BERGER, P.E. TLM BERGER F 6400 PE# 64003 SVRF LOt 6 BkJc cjt 3 3 3 U=.939Y I L='33`t 5 W� 2i 5'M,'SON r FA 20 F- 7CGB1 5'a 2 0fE:f'AI'_if15 5'22 (ID 5IMCN ICE-A1Q 1'�P�AL NIASCNRY CCNNCTiCN5 n N '? L Y N X W \J l+OOD CCNNEC 5?1CN TM''o /%/ DENCT 5-IVFCR NwLLNG P 55EE NOTE 5. 9 ICI it it N o N� N RTCCR '1PL fZ. R"J r7E '.NPL'R;,5- h E"GIN EENG C=GE 04 CN TL ON' Z UP_ ALE ryPi ME OR�=D 0.'7Gt 4ND 2:AC1 CN TYAT MM^R txc D 30001 a?E 5HCwh a5 NCiE hE'aLE5 AzE AY 'N Tif FNG-NE 2 O IV �I Q TE:.5,A'CL,v5"KCYCE-Br-lE M?,NI)FaLfL�`R. LL• V m w _ W i � a J205f t ATTACH GABLE TRUSS TO PLATE'MITH I GJ @ I j 4"O.C. STAGGERED 3 i SILL PLATE PLACE SHEATIING FLU511 4IT'ri 1/2"OxI2"J" w/MASONFY __ = = fl ___________ - ' - - : _____ = BOLTS @ 24"O.C. MAX C 5 U WHETSTONE ENO6 EV Q 9 ESTINO, 0, 200463rd AV- D ' ©NEL34 3 DOUBLE SILL PLA TE DETAIL CERT�FICP �' AAiZA71bN N �S9® SHEET NO. L.JASON BERGER PE# 64003 S-5D SVRFtot6 Btac{ , ! A > o z;5MP90 ETA za a � l l J DOVBL;'502 PIKE I,5f`EET41L iy15 SET, II O A.w�R`: NNEC CN5 u NN WOOD CCECOD2 O� O 1-5M 6 /// DEVC-5 GA8 F END D4AP'RAGM 5E£VOTT_5. 9 tY 5rEET 5- FCR NAIL,Nr'AT'EKV5 W`.-L7 NO?E.Cl"---Cl5n—IIfPERTO?rf P11, TR:15 NGINEEx1NG PACcgGE`OR CON5TPJCTON. JP_;F1 A�'Jf5 TIA'MEE"Cl ExCE°O COCA.TNO � ACTION5 T-l:MEET OR EXC EO 30CCJ l 50CWN A3 N0-=_D.Tnl AJJE5 AFf 5ASE7 ON con�11 "�E ENGIN fEP, TR 155_-.'OJT AS PR^VIDE?3Y V/ -`,F nnn,NJ°AGTJ2iZ w O � III � N w 2 _ W I'I T'1Ezf:Rf vG..PL`"5 Gzf Ar��",UI'OCC 35 I OEef ARf VO zf4C0CN5 GREATER TCAN 5CCC x.55 0 I � 0 J OVERHANGS TRIMMED IN FIELD H� II WHETSTONE ENGINF RI'' &TESTING,INC. �C 2004 53rd AVF P E N FL 34203 YV 7" CERTIFICAT N IZATION #92 $ — O TIONAL 'OV RED AN,4If(ALL�¢ «VATIONS) 5 Zoos SHEET NO. S_A E N s L.JASON BERGER PE#64003 S-5 E SVRF Lot 6 Block 1 RECESSED o0 L!NTEL RECESSED 2x8 @ 45 N/ (2) L, TEL N 10d TOE NAILS 3-1/4" x 1/4" TAPCONS @ @ EACH END TYP. 2x8 v/ '2) ¢ w C. / / / 10d NAILS o C" • •Q, . ! EACH END TYP. v ad � �l� ale ale �f ale �fe �! ale ale �fe ale �f � �fe 3-1/4'" x 1/4" TAPCONS I w OPEN / 2x8 SYP CUT .NTO 2x8 SYP CUT INTO 2x PT SYP 1/2" EXTERIOR SHEATHING N/ 10d l PER METER LENGTHS BET'NEEN OPEN ) 4° LENGTHS BETWEEN TOENAILS @ 4" O.C. INTO ALL � SHEATHING w/ (2) 10d SHEATHING w/ (2) 10d INTERSECTING MEMBERS U N.O. NAILS EACH SIDE -YP NAILS EACH SIDE TYP. SIDES) � 2x8 PT SYP � C� PERIMETER � 2" EX"ERICR SHEATHING w/ 10d RECESSED E OENALS Ca 4' O.C. INTO ALL LINTEL W C w INTERSECTING MEMBERS u.N O. / SHALLOW ARCH WINDOW FRAMING BOTH SIE'ES;i SCALE: N.T.S. HALF ROUND WINDOW FRAMING / w � < SCALE: N.T.s i .• a�< 1 •.d' • w �a 2X8 W� (2) 3 EEL � ,Gd NA LS @ EACH END TYP. Q Z 1 12"" EXTERIOR SHEATHING w// 1 Od 3-1/4" x 1/4" TAPCONS @ TOENAILS © 4" O.C. INTO ALL 8" O.C. INTERSECTING MEMBERS U N.O. (2) A34 FRAMING ANGLC ��0� (BO"H SIDES) A/8—Sd X 1Y2" NAILS. 2) A34 FRAMING ANGLE / "N/8—Sd X 1YZ" NAILS. /1 OPEN REVIEWED FOR COMPLIANCE WITH THE 2� PT SYP WIND LOAD PRO'viSIONS OF THE 2004 2x8 SYP CUT INTO PERIMETER FLORIDA RESIDENTIAL CODE (SRC) & / -LCRI A BUILT ErE ' � 'd�TN N a" LEN HS BEI KEEN ^o S F �� _L HER CEO n r 9� SHEETNO. N.-'LS �rCH SICE TvP. = SPONS'� � SHALLOW ARCH WINDOW FRAMING S-6 SON BERGER, P 7 EATS G SCALE: N.T.S. PE#^CI-SON BERGER PE# 64003 SVRF Lot 6 Block 1 NO SHEATHING 6" MAX. o JOINT HERE 2X6 w� (2) ROWS OF 12d NAILS © w M 12" STAGGERED (EACH ROW) [ d > o � Q [? 2x6 SPF SUB FASCIA N d o 2X4 SPF BLOCKING W 32" O.C. U 7/g" 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 �w E-+ STUCCO STOP WHEN APPLICABLE az3 / GALV. 'L' FLASHING SET IN ASPHALT SEALANT jl � �W /// ATTACH EACH PRE-ENO. MONO TRUSS TO FLAT CHORD OF STRUCTURAL CABLE w/ (3) 12d TOENAILS. t/] ROOF SHINGLES (SEE PLAN) -7 E I I E 2X6 SPF N SUBFASCIA -T Q i I J ° / a W a I O j Z SEE ALAN FOR SETBACK Uj o O o TRUSS ANCHOR CD PRE-ENG, CABLE TRUSS (SEE TRUSS SEE ROOF ENG.) FRAMING PLAN BOSTON HIP FRAMING SCALE: N.T,S REVIEWED FOR COMPLIANCE WITH THE VV,ND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 5 & C6 PPUMEN-;, AND ASCE 7-C2_ ETHER CES sf'pxjl4E IE9fi1Nd, N�� HF ESF v�'BII " f i+� t T 4,FL31 SHEET NO. CERTIFIC�+`�E OT ATION Y JASON SERGER, P E. G 7U8 S-6 PF_5 64003 J L. JASON BERGER PE# 6400; For Masonry Rough Openings 9D900R COMPONENT SYSTEMS `` yy I I I I l I I I I I l I I I � . �(5)Screws par � s,de at 11.5' bl Sup us t r S}fic ews er S Scrtas } ' spacing to .✓�s�a:17 5 • Side at¶75' rub units S�ecing tc4 &ysas re . (7)Screws per &$ut-is &8 aunts s hKrng f fr8 un:≥s sate at 14 Screws ca ('>Spewser (7}Sores er sp Ui'g25a i':,2 7i i d` Bide Sl 14` 005 at 14' v cl g Or 3-C Vr is 8.O aunts 8;7.1 units « PfP ;y a 4J N �TYP Single door unit Single door unit with two sidelites Double door unit Single door unit with one sidelite zo N (boxed construction) (boxed construction) Q a 7� w Y f O tl II II II Il II ll II o • .-4 ©__ ______ d SILICONE APPLICATION MINIMUM FASTENER COUNT 5 fasteners pet vertical framing member and 3 in treader for 6'8'units, 7 fasteners per vertical framing member and 3 in header for T units. Apply s l COG4 LATCHING HARDWARE ubtQr seafa;tt In Compliance requires that ANSI A156.5 GRADE 2 or better cylindrical and deadbod security •hree saws fo a lock sal be installed-Follow assembly instructions P0E-AI-X. .�+ bead s;ze at i;4` tlghx4'ufide- NOTES SHEET NO. 1, Fasteners recommended for this unit are 316'x 2.34'7apcon screws calculated try the lowest fastener rating for optimum anchor posit,oning, 2 The Tapcon screw Iengih is designed for 1-t4'rnininruna ernbedm nt into the masonry, 3. Sealant recornrrended to adt;ere sin to sebffsue is 100%cleat silicone rubber sealant-CXO units(66')use approx.12 oz.0f silicon;XX units (72')use approx.16 or,of silicone;X units(361 use apprux 501.of silicone,OXX triple units(1081 use apinncx-24 oz-of silicone,CXXO quad Double door unit with t W 0 sidelites I t e S units(144'}use approx 320501 silicone,Silicone rating:ASi5t G92O,Class 25,Type S,grade tlS.OAP product number:06641. 4- For instal abian in wind-borne debris or high-aalocity ho ricane zones.add 3 fasteners to sin. All NJos.Of-43054.01,01-43054.02,and 01.43054.03(Architectural Testing,Inc-.'fain:.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 +47.0/-47.0 6184.3 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6181.5 XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 E OXXO 6' 8" 6' Opaque Door + 50.01-50.0 6184.7 0 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 z O N 0 OXXO 6'8" 6' Opaque Door + 50.0/-50.0 6184.8 P 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.0%50.0 6184.8 J V 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 6142.2 °C o Z 6' 8" 3' Sidelight Glass OOL Smart Frame +60.0/-60.0 4177.1 0 'T OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.3 . 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 g XX 6' 8" 6' Glazed ODL Smart Frame +47.01-47.0 6142.4 OXXO 6'8" 8' Glazed ODL Smart Frame +47.0/-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 + 50.01-50.0 6142.7 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Screw Frame + 50.01-50.0 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 +60.0/-60.0 4177.1 OXXO 6' 8" 6' Glazed ODL Screw Frame + 50.01-50.0 6142.1 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 1 4177.1 SHEET NO. D2 MODELS 11OR (24 GAUGE) REV DATE MODELS El S 120R (25 GAUGE) 01 7/2002 NEO. LOADS WERE -M/-53 DES T; PV%iNUT TESTED 16 CA PAINTED END STILES ATTACHED TO DOOR ONE INTERMEDATE STILE BETMEtt EACH L)N00SS LOCATION. SKIN WITH PATENTED TOG-H.-IOC SYSTEM FNOR20NTAL TRACHC SUPPORT BY Al W/TOG I-IOC {LOP do 90n (TOP 80TTOW & CENTER). AND URETH E ADF6ESIVE (f'L.ONO CFNTTR) 18 O. CA.IY. DOUBLE END STILES DOOR INSTALLER (TO SU€T) OPTK}NAL I/8'ACRTUC OR ATTACHED TO TOP AND BOTTOM RAIL. SNAP LATCH E?HGACfS f 14x3/8' SHEET METPI.SCRE'A5 A DS$ GLASS LLTES A\MAet.E WITH PATENTED TOG-L-LOC SYSTEM ONTO VERTICAL TR/rCK LNR TOP BRACKET DOOR OOUNTEREALANCE SYSTEH ` (SEE SECTION 8-B) ONE SNAP LATCH 0$/ OOU8LE EACH SIDE OF D00 0 0 TRACK HORIZONTAL ....,.- i' t f f i i INTER rnLE'\ }� 13 GA. GALY. STEEL FLAG BRACKET. 0 O 0 1/4-xS/4'ST1F t1lo-175, VIEW OUTSIDE KEYEDSTIL C NLAtNDLE S1A.E 14 C�S END HINGES to i T7U Hi F IN$1DE FHANDI.E Y!E'K_'i TRACK 001V1C1JRADQN OUTSIDE KEYED LOCK RI PAINT t' DOOR OVEf21AP (EACH SrDE) STOP MOULDING BY DOOR INSTALLER (TO SUB) T K Tt@CK NESS 08r 6 62 ?S TWO POL4T LOCKLNO E,yD SLIDE DOLT 18 GA OJ* . STEEL ED END STUB p V Q €NTO TRICK LOCK ENGAGES 2x8 YET LCW PINE JANE f 8 GA C+LY BL. STEEL DOUE E ILE ND ST STILE LMa+�ERTIov. KUNNE 20 GA G4V, STEEL INTER STRE TYP. z-1/z-xiz GA. GAEv. • EACH SIDE 12 GA. GALY. STEEL TRACK IL STEkl TRACK BRACKETS OF DOOR. BRACKETS FASTENED TO WOOD ale-1 0 WVOCE BETWULN BRACKETS ONON OF VENT Fr _A gVAi OUTSIDE KLED LOCK POSITION BRACKET USED FOR WON S/19'x1--5"8` LAG 5+5REYtS (TOTAL BRITS PEROSIDE NOT TO EJCCEED 1 i MAX. DOOR'WIOTrN + S 6'-2' BOTTOM DOUBLE eND STXE. t 7/18'NUT OR PLJSH.NLR FOR DOORS UP TO T'0' NRG1i}. INDITE ELEVATIONS INSTALLED ON ROLLER SI- T. (7 TOTAL BRITS PER SYJE FOR U7HRESTpJCTED OPERATION FOR DOORS UP TO 8'0' HIGH). SNTf E r GALV. STEEL TRACK FASTENED TO T4 GA. CALM. STEEL P.OtLER HINGES . 1145E 1: 12 GA GALV. STEEL TREK BRACKETS FASTENED TO FIND SIRES EACH W!(4) IS CA. GALY. STEEL CENTER WWX tt ; DOUBLE TRACK WCRS UP TO 7' `HK7H CGN5HST aF (i) SECTMJNS ((S1R7WtN) ) TRACK ATTACHED TO EACH F aCKET �2t?x518' SHEET METAL SCREWS d4D FASTENED TD IfER 5TILE3 W/(4 LON HEADROOM IS o0LrA4 OLER r- NMG1H CpN'F.'1 OF (5 SECTKJNS (N7DT S AN. WITH ONE 1/4•x3/9'BOLT & NUT EPNO'H> TAPPatc SCREtiYS PER /14x5/9- StHCL7 METAL SCREWS. ANAKABLI AS AN OPTION NOTE 2. THE DESIGN OF THE SUPPORTING STRUCTURAL ELL: 01TS OR TWO 1/4- CA RIVETS. %W1 BE TtiE RESPONSIBtUTY OF THE P1' F'ESSIONAL OF LOCK CM 2 CIA. LONG STEM 10 BALL STEEL ROL ER. RECORD FOR THE BULLING OR STRUCTURE AND IN ACCOOROASNCE -WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON TRUT K AC ONN ELEARAT✓3N OF Jkb8S BY OVHEXS. J aMss 011NFi URATK7N ,^l THIS DRAWING. CSiOF KEYED IOCK - V rY'_K F]AA t tK'r;NO tc SIDE HORFZO3tTA1. (TOP) M9 FRONT FRAME WITH U.v, ) OF DOOR. �'00 LOAD FROMR) COATING ON OUTSIDE SURFACE JAMB TO SUPPORTING STRUCTURE ATTACHMENT n O I AIL THE LOAD FROM THE DOOR tS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK n „> i TO THE FEJ ED TIOAL YELLOW HORIZONTAL (GRAD£ �2 CR BEI"ER) JAMBS. NO LOAD FROM HHE DOER z > IUPIJ 4.'LDw 14 SCREW IS TRA4SFERRLV TO THE HORQOMAL(TOP) JAMB, MOLDED INSIDE 1/'ACRYSL}OCR sN�"K -f 2) ALL,IAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURr"em — LHTE RETAINER i5r3/4' PAIN HEAD SCREW) TYPE 2'THICK—1 (10 SCREWS PER LITE WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOUO BY NOT LESS THAN (3) 244 (UP TO 9'ws8'H) .-1 RE 0VXNAI,xAA:w S QW4 ON TIPS(T *24 BEETS TtK: OR 3 26 (UP TO I8'2'A..8'H) PRESSURE TREATED GRADE 12 OR BETTER WOOF) STUDS OF A STRESS Q a WIND LO#D tEOtr itTS OFf TIIc RLCRE,t avft:SM CODE TIRADE NOT LESS THAN 1200 PSI NOMINA4. EXTREME FIBER STRESS IN BENDING Fi. WV(. Q.C. aC Att ar3c ,.40 a Yaou03 k1 A STUD WALLS TO BE CO!LTI.NUPUS FROM FOOTING TO TIE BEAMS. l ) pF F MASTptE g '��/�-11- N SECT. 1808.1.4 OF THE FIOREIA f R lxh9 COOL Pi VERTICAL v! p SECTION A-A j5!2EO N \ BLOCK WALL OR CONCRETE '8 Z AN \_t2 GA. 044.Y. STEEL TOP BRACKET, 2x6 17000 dP$I8 SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLL/MN. a EACH BRACKET ATTACHED `W/s' 14x5 8` BLOCK WALL CELLS SQL BE FILLED WITH CONCRETE MID REINFORCED WITH REINFORCING SARS EXTII4DINC 2x6 VERTICAl.JAMB Y� o SHEET METAL SCREWS.ADJUST St ATTACHED 4- INTO THE FOOTING D INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS 0 I� ? TO TOP BRACKET WITH (2) i/4'x1/2' BOLTS AND TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WILLS AND CONCRETE COLUMNS TO BE O NUTS PER BRACKET. DESIGNED BY THE BUILDING ENGINEER OR AR'CNFTECT OF RECORD. /2 `5/8 TY� 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT SHIP LAP JOINTS. (TIP.) (NOT TO 8£ USED FOR ATTACHMENT OF TRACK BRACKETS DOORS UP TO 162 52'x8 4TAALL C-CHA4,NEL a M C 16 G4 GALY. STEEL MW, No. OF ON14 CENTER FASTENERS DISTANCE STEEL PER VERTICAL BETWEEN WASHERS 14 CA CALM, ROU-ER HINGE. BUILDING TYPE FASTENER TYPE -'�"'-. JAMB FASTENERS ftEW1RE0? EACH HCHGE FASTENED TO ENDwooD FRpE ' -3A) 1 -t t p STILES W/(4) /141:3/8' SHEET METAL. PSII MI0C1cN. CONCRETE 1/4 z 1-3/4'MLY. j EMBED IA�PCO CONCRETE NCtHOR 9 iS YES 1 0.0- AND (2) 1/4'x3/4 $ELF TARP!HG SCREWS 7, ' (INCLUDED 0 PSf TdtA-00W 'n 3' - ' B EKt EL�E ATK`r10iW$Z}C - 4 8 1 -1 2r NO INCLUDED(SEE VIEW "8')II ONE 4'TALL x 16 CA C--CHANNEL PER DOOR SECTION. w WESTERMA Pf- DESIGN LOADS: +37.0 P.S.F. & —41.0 P.S.F. 1) 1/4'x3 4 SELF TAPPING SCREW PER STILE LOCATION. rLM0A FL j48495 EE In Sca TDO IlORIlI 04101)1W FL jzteas TEST LOADS: +55.5 P.S.F. & -61.5 P.S.F. CA MI*N. EXTEROR SKIN WTH G 40 THIS DOOR MEETS OR OR EXCEEDS IGN ORIGINAL DRDRAWINGS ARE SIGNED IN BLUE 2S 25 0*.iZING, BAKED-ON PRIMER AND A THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW INK WITH A RAISED SEAL (EMOOSS). BIKED--ON POLYESTER PAINTED TOP CGA1 1-1/4'WIDE x to G4 GALY. STRAP. (5) PER DOOR SECTION LOADS FOR THE WIND SPEEDS LISTED BELOW ACCOR TO THE 2001 FLORIDA BUILDING APPLIED TO BOTH SIDES OF STEEL SKIN. ON I6' WIDE DOORS, EXCEPT (8) STRAPS ON 2ND (LOCK) ACCORDING TO THE 2001 FLORIDA BUILDING CODEOftIfO 7-98'' FOR THE FOLLOWING SECTION ( I4S1E>€ ELEVATION). EACH STRAP ATTACHED CODE ((�9�7-98 FOR THE FOLLOWL4� CON NS: t)r(RTA LY—ENCEOSED DO.. 4 FcTDJ i Pruaucs srECT 04.118ixtAYtrm. REV, WITH (3) 14'x3/4 SELF TAPPING SCREWS (TWO CONihTi0145: 1) o D D 2) DOOR 2) DOOR HAS 2 OF WIDTH LV BUILDINGS MANUFACTURED 1 1 102617 01 SCREWS TO DOOR, ONE SCREW TO C—CHANN ). HAS 2' OF WIDTH IN BUILDING S END ZONE, END ZONE. 3) USE fACTOR OF 1.0, t ANT 3 USE FACTOR OF t.0. 4 ANY ROOF SLOPE. ROOF SLOPE,MIO S 5U FACTOR. [4 i BY C1ECPE7i 9Y AND s 50% SAFETY FACTOR. 1Jo SPEED s I10 120 I2 Aso MEW BESCR.PTION 13 GA GAi_Y. STEELr i BRACKET. WIND SPEED "MPH 5130 140 1411 150 EXPOSURE IDEL B or C 8 C B ATTACHED WITH (2) /14x5/a`SHEET METAL SCREWS. EXPOSURE LEVEL B'X C s ci B MEAN ROOF HEIGHT .30' 3D' 1s' 30" DOUBLE CAR MODEL 110RW6 & 120RW6 ALUMINUM EXTRiSIRI & VINYL WEATHERSTRIP. MEAN ROOF'HEI HT 30' 30 15• 30. CATt SCALE +3//-41 PSF DESIGN LOAD 6/13/02 NOTED a 80.iL80. Fes:. *.rKR AS F. ate«�a. (513) 770-4800 SHEET NO. 0 4Ia mpry�Csq Pro ,I* r, th..oN .+ tat ot 8585 DUKE BLVD. Is eP o&r. n born«'u t a wri°�p.m oio MASON. OH 45040 USA HN.hixf a a.�.,P Pra.4.¢» D J V RP tot I 1 f 1 4 t��N;._ 1/4 M SERIES 14601580ff59Q:FtURI29NTAL SLID CO ARATtvE A4Au S do 4C1 OR QUANtTTY CHART' SHIM AS REU'Q.- tali EtJ LN7 FLANCt€..TYPE WINDOW SIZES M11 S smo , ASTM E2300 CAULK BETh'£EN ,- ;� NUMBER Of 1jt6"yI TAPCOS -, (SEE NOTES WINOOyYFRAM1r. t/4."SHlyt T.T.T. INCH CESIGN. PRESS1rR> _ R__ N FRAME REQ:D_UJ FRAPAE 130 MPH !>ARTIALLY NOOfJ.3>JGk 2c JAMS SPACE ($1E AS ES) MASONRY OPENING (SE€ NaT£S) GAPApTt IN FSF 1 VIN1MUM EMBEO1dEW 1 1/4" MJNJMU.M EM$ECMENT ENCL68€D BIJILDi1vG 8Y QTHEf?5; /S RT EACH - AT EAEli Ot LOAD �* HT/HEIGHT HEAD HEAP 4kA SIZE dAMBs JAMBS' ItE5S1ANCE Q 24 x 24 —80 2 2 2 2- 2 2 9 3/s tc19 51&,. X80 (SSr3) INSTALLAT10t{ ANt i4k 24 x 4,6- 2 2 2 2 2 2 9 3/t x31 3/3 —80 U lF{STAL1"ATICIN ANfFiC+ft 3`,(f6" iSIA. TAPCQ?�i D` _ 1 ........... sHOv�lt INS r txA tAPCoN 24 x 4 -8Q 2' 2• 2 2 2 2 g 1/4 x 33 5�3 -80 AL PERETRCAUL x - 2. 2 2 2 2 Q 3,t 5.505/6 -70 $S8 WINDOW P[1NGE + Sit 0114ERS CAULx BETAEN 36 x 12 -8p 2 2 2 2 2 2 MASONRY OPT W4oD 8L4OK W�NDOw wOTFt gWb00Tt�ROPENING 36 x.24 -80 2 2 2 2 2 2 i53/4x19S/3 -80 (SS8) 6 x 36 -80 2 2 2 2 2 2 )53/41215/3 -50 (sss) ONE BY W60O EXTERIOR 36 x 42 -80 2 2 2 2 2 2 f5 3 4 x 37 5. —50 DS8) BUCK BY OTHER SFiI.1 AS REQ'O Cf ULK B£TWf!1J ONE 8Y WOOD 36 x 43 —76 / BUCK 6Y OTFIER 2 2 2 2 2 2 53,4x435,/8 —50 (DSB) (see Nags) - - -- SECTION 2 WNDOW FLANGE 36 x 55 _ —64. 2 . 2. 2 2 2 2 153/4xø5, -50 (038) /10-LA?1UtA.TAPCON QN ANGI-TO. WOOD BUCX 48 x 12 -80 2 2 2 2 2 2 2)3/4 x 7 5/8 -80 (SS8) 3 16" C000 BET�wE1,& 3/15 48 x 24 —80 2 2 2 2 2 2 213/4 x 19 Sib —70 (SSs) MASONRY OPENING 48 x 36 -80 2 2 2 2 2 2 2J 3/4 x 31 5/8 -50 (SSG) BY OTHERS 46 x 42 -74 3 3 2 2_ 2 2 21.314 x 375/8 -50 (058) 48 x 48 -62 2 2 2 2 2 2 21 3/4 x 435/8 -50(3/16") 1 1/4 MIN. 48 x-55 -52 2 2 2 2 2 2213/4x505/8 -50 3 16" CAULK BETKEFN WINDOW © EVSEPMENT FLANGE & WOOD BUCK 60 x 12 -80 2 2 2 2 2 2 273/415/8 x -80 (S58) H240 0 0; I.AAk�-- 60 x 24 —80 2 2 2 2 2 2 273/4 x 19 5j8 —55 (5S8) 50x36 36 —80 3 3 2 3 3 2 27 3/4 s 31 S/8 —55 (058) 4J 60 x 42 —66 3 3 2 3 3 2 27 3/4 x 37 5,8 —47 (058) '+ 60 x 48 —54 3 3 2 2 2 2 27 3/4 x 43 5/8 —55 (3J15 ) O MER1IA5TER CAULK— SO X55 55 -44- 2 2 2 2 2 2 27 3/4x50 5/e —55(3/15 ". BY OTHER t/a"sta r 72 x 12 —80 2 2 2 2 2 2 33 3r't x 7 5/e —80 SS8) - . SPACE MAX.. TY?E /// /// 72 k 24 -80 3 3 2 3 3 2 33 314 x 19 5/8 -49 �SSB) AO r RAMS WINDD�It 72 x 36 —80 4 4 2 4 4 2 33 3/4.x 31 518 —50 (DSB) H HEIGHT 72 x 42 -61 3 3 2 3 3 2 333/44313/8 —50(3/15 .� o 72 x 48 —49 3 3 2 3 3 2 33 3/4 x 43 5j8 —50 (3/16"/// / // / 14"O.G WAX. 3 2 3 3 2 33 /405/8 —50 (3/16" CCU C hERAL NOTES Q i� _ 1) STN AS RCQUIRCD ADJACtNT TO EACH INSTALLATION AN0HO.R '%TH LOAD SHI' MAX. EXTERIOR'— 2) CAULK �,; a TWA T. eE 17+' BUCK E MATERIAL-aLUMaNJN ALLOY 6983" ENNpOW BU CK ATU(A O TO 4430&ftJJ AT HEAD AND_ UAAr6S.5iLL MUST yE I '^� HE1DO 1 THE SU$S«RATE 731 WIJ OA 116 AO,*SIVE CAULK OR APPROVED E?JAL 1 i 4) CAI$X PEiT ME1E>#SEAL Ali 1kl EXT£11f7R 9F. 4 DC N Fl I.GE WNDC!4Y• s) DE GN 0,CSSJRES S*Cvl�t ARE 8A0 04"WON CAPAOTY(JNIY.X94 PRESSURES FQR GLASS I tROf$MV5T BF D&T1 I4 I5C0 PC AS 1t 11300(1A55 dtAttr AND 1i E pT) S1t it C1t VALUE OJST FE USED P .pPSIGV; OW FRAME 6) Y&SEr XATER Rf $1ANC€TES[4E24JIRE)1;1'4T OF 155,OF OEI 4 LEAD F'F'L!fS P0911VE GESILN LOADS WX.L 1>t`Ug TFD tO 400 PSf'P.IE 70 WATER,TEST P tESSJRE OF 8.0 PSF ELEVATION A(XUA TEST 7) INS iAALAIIO'I.: 1U14;E Wb''KYaW X14-SPRUCE Otte fl,R(s c)WOOD FPA4E uSINO }8 SCREWS FROM EXTERIOR (� OF S1.4Tic3EhT LINGIH -0 PRONQE,#aH'AKJM L1AVWil6T INTO T)IE SUasrf�Arl AS SHOW!L AR 0E E VIEWEDWVIEWEDIN TA3LES.SIT M9,M( E THAN;"c4 00. PERIMETER CAULK 8) µ�ST.AL,tATKkt of ilNOE FRAi V4ND0W iN amt£OR MA�Q IRf tIPCNCICLuSE 3/18`0 tA?ST1 ANCHORS OF.Sf11T ICtENr _ Ttt 10 fAaODE MINIM 11 11/4 EX/6E4}If?IT INTO 13?OTHER 9tiasTRA-E AT LOCAT1gNi +OYd1;fV CHAgTt gJT THAN 2:4r- 0 G 9) IF ExAC't 1%NOO'X 37.E IS NOT USE)td ANGi R DART,USE/M5;.tO CIIJA TSITY USED ritTM NEXT LARG134:SIzE. [amOalyci Texas,LP © 1001 W,CK34 Rd-*CoROk-,11 7500,6.?,D.8cx 8)9023 00O TX 75381 PRE CAST SILLI ASSEMBLY DRAWING BY OTHERS CAULK BETWEEN WNOO'N FLANGE SERIES t48O/1580/590 HORIZONTAL SLICER /INDOW & PRE CAST SILL WITH WLKEW 1"6 ADHESIVE CAULK OR 5FN, chKa SCAB E SECTION 1 APPRO`v'ED EwAL AR IP N/A tzeY O" 8 - DtR yr r1AvE SHEET NO. 03/31/05 12//08/03 B NSTALLATION 1480 _ - J 1 W1 SVRFLt6Btc ki 2 1E. _1O CO 4PAR TIVE ANA7 YSI:S & TAPCON ANCHOR CHART gS11 EIS 9Y o ftERs WINDOW DESIGN PRES J E V0. CF &SCREW IAI 4$F (F 090 CiKiAiL CAUU< UE1 N SIZE INCHES CAPACITY IN PSI FQt) IN FRAME REQO rN FA¼4E o' o ° _ FIN TY�E WINDQSY FiN' & W0H1tifJGHT EXTERj0R INTER) SE11 QfAJ�t6 .} SILLAU CASSS121 fF9Sin s WWINDOWFRAME ETH11t.G: 8 x 2s xx wAM -- — s6 t 12 4 j (-ao. ssB). t 8 x 3B 104 109 2 2 Z- 2 2. 3 1$:t6 1/4 80 (SS8) CAUL X BE T1'vE€N FIN 18'x 48 83 83 2. 2 3 2 2 3 16 x 22 t j4 $0 (SS8 SHEA7}iINB 18 x 52 t{ SNEAT{NG j"MIN. i&x 60 ¢3 63 2 2 3 2 2. 3 1612E 1 f; -64 {SS8) BY 01HER _ -_ - - - - i6 2!tje -70 S9� EMBEDMENT _ 1" I+4iN 19`x 72 50 50 2 2 3 2 2 3 16 i 341'4 -49 (SS8) y IIvSTALAT]ON I EMBEDMENT � 24 x 23 _-- _- ,- .� .. -• - 2Y Y tt,lJ4 =80- (5S6) ANt;1{OR 24 x 35 86 88 2 2 2 2 2 3 t Ib i/S —8P ( SB) SHEATNINCr 24 z 73 73 2 2 3 2 4 1l s 221f4 —70 SSS 8Y OTftERS 24 x 80 59 59 2 2 3 2 2 22 t 2E 1/1 -50 (PSB) 24 x 72 48 48 2 2 3 2 2 4 21 t 23114 -5o (SS9) 22x34 i/ -50 (SS8) P£RIMIrTt f2 INSTALATION 32 x 28 CAULK BY OTHER Wltd0O1V WIDHT - ANCHOR -4 si - - - 34111.1/4 -60 (S58) 32x38 57 57 2 2 2 2 2 Sd K 4#l/4 —60 (SSS)1 32 x 48 52 52 2 2 3 2 2 3 30 t 22!I/4 -50' SSS EXTERIOR PERIMETER CAULK 32 x 52 _ (( ) 32 x 60 - - - - - 30 K Zx 4/4 -65 {DS9)j 46 46 2 2 3 2 2 4 34 x 251/4 -65: (DS9) FIN T1PE eY OThER WINOO'Of SECTION 32 x 72 40 40 2 2 3 2 2 4 3®1 34114 -50 (DS8) FRAME H ADER 36 x za - - - - - - - 34 t 1•'i4 -bo {use) 36 x 36 52 52 2 2 2 2 2 2 34 x 15{j4 -0 (SS8)' 38 x 48 49 49 2 2 3 2 2 3 #t 1/4 -50 �5S8 - - - ) WINDOW 36 x 60 43 43 _ - 34iIt1/4 -65 DSB) 2 2 3 2 2 4 34i231/4 -65 (DS8) NDH. as x 72 4u 2 2 3 2 2 4 3413 1/4 -50 (0S3) Qn 44 x 28 -- -- - - 42112 t/4 -60: (SS9) 44 x35 41 41 3 3 2 2 2 2 42 t 1$1/4 -60 (SS8) w WiND0�Y 0 0 0 O 0 44 x 48 40 40 3 2 3 3 3 3 411221 4 -50 (SS8) O EXTERIOR H GH7 44 x 60 -- -- - - - - - 421241J4 -65 (DS8) i I-- 40 �F0 3 3 3 3 3 4 421 231/4 -6Y (088) FIN TYPE 44 x 12 40 40 3 -_ 3 3 3 3 5 FRAME 4-3 28 -- -- - _ 42* l/4 3t 1/( -50 (0SS) FRAME SILL 8 x 352 4 r 11 1/4 -$0 (DS8) 48 z 43 40 40 3 3 2 3 3 2 46 t i&ij4 -50 (D58) 40 2 48 x 52 40 3 3 3 3 3 3 46 122 f/4 -70 (3116" i 24" O.C. 48 x 60 46:261,4 -70 (316= 99 48 x 3 3 3 3 3 4 46/251/4 60 (316 72 40 • o 40 40 3 3 3 3 3 5 s6 t 3 4/4 —60 Z 316" 3 53 x 72 40 40 3 3 4 4 4 7 51 t 34 Ij4 —50 (3116` GEN€RAL N0T€S; p WINDOW EQUALLY SPACE 1) Si9M IF REWIRED FOR LEVELING. AJ�CHCRS (T\1 2) WN00N FRAME MATERIAL ALLOY 6463 PERIMETER CAULK-f HOT, 3 CA.ULIS SEHiNO OOW FiN At HEAD ,SILL d4 JA4tBS., BY OTHEE2 SHIN IF REQV 4) CAUU< FOR PER METER SEAL AROUND EXTERIOR OF WiN{304Y F1h"1G£, 5) G.tA5S Ti-UCSS MAY VARY PER THE REQUIRIz}4ENTS.0 ASTh4 E1300 CLASS CHAR►. SERE W/�T£R SMTN'GE TEST 4EQu7R£s4EN T OF 1591 OF SOEg H L4A0 A2PUEs� PQSI:Tn INSTAIATION — 6) DES 5 LMITEO TO 40.Q PSF 0UE TQ WATER T1 ST PRESSURE Of 60 F5F ANCI�QR CAULK E€EJY EEN. A!Ft�E1E0 14 TEST W,ND0W FN &' 7) INSTALtATICN F74 W,,Y 1*1NDCW iN wo.0D.FRAME'4PEt IP49 NfpT. TW0 gY .W400 SPUDS SHEAT(NG U5a(Vo .090 LNo-E Dtk NAILS OR @3 SCt2E;; CF S!3*F1CIE?ir LENGTH TO PF 0VD M1N i" EbiBEOMEN7 I,N10 SU85TFATF 8) IF EXACT WINDOW SIZE IS NOT USIEQ IN AN±.}I0-CHART. USE A:NCH0RQUANATY LlsiED SHEATHING BY Q]7•ltER 1" MIN. EMBEDMENT— Q 6" MAX.(TYP) SECTION 1 ) c Tz 7sos P);.�x s;so z"DJ,,Tz 7s35I —____ J L 6"MAX..TYP . ( ) ASSEMBLY DRAWING ELEVATION SERIES 10O/19OO/i97o Sty NC W 0CW DRN, Gk-t:ta SCALE VIEWED FROM EXTERIOR P N/A SHEET NO. __ K1LDY TlIFFFi. 1 DATE 0 NU47$ER --- - _ 2/1Y/03 B INSTALATION 1 W2 SVRrLOt68 0ri COMPARAIWE ANALSIS & TAPCON ANCHOR CHART AA€} X11 2 x wDoo. MN QEStGN PRESSl1 NO. Cf�{ SCREW yU BER pF,0901 NAJi._ 9Y OTr1ERS FNCIOSED 31N 1)04 CAULK BE%''EEN SIZE INCHES CAPACIY IN PSF KID i.N fR)IE RE�1'��4FR FIN TYPE' WThlDOW FIN gt 'MI HEIGHT ' EXTERIOR LY OR H SILL 0 JtJ4F3 aq§S S2E 17E51S ' MJDO ( FRAME SHEATHING 16 x 28 XX -- - - - x I2Ij4 -80 (SS8) 16 ic 36 09 H A. 1$ - - SHEATHING CAUV $ET`tEN FIt4 x 46 183 183 2 2 3 2 2 3 i6 z 22 1/4 Q (S 8) & S.E Til�(i JAMS i"LAIN. 18 x 52 6 ,( -70 SS9 BY OTHER EMBEDMENT 18 x 60 63 63. 2 2 3 2 2 3 $4 1f4 -60 18 x 72 50 50 2 2, 3 2 2 3 16x34 I/4 -49 (SS8) INSTALATIQN I B16E0 ENT 24 x 21€ -- 24x36 8& 8fi 2 2 2 2 2 3 At ICti{�R 22 z t6 I/4 i (ssa) 24x 48 73 73 2 2` 3 Z 2 4 24 x 52 22 t 22114 S$Q SHEATHING. -- -- 22112#t/4 24 X-66 2 2 3 A (SS8) PERIMETER 32 1e 28: )VINOQW \YIDHI -- -- 2 — 36*12 i2 t/4 —60 (SSa) CAULK BY OTHER INSTQLATION 32 x.-A 57 57 2 2 2 2 2 2 3C f T6 tj4 —60 (S$8) 1 ANCHOR 32•x 48 52 52 2 2 3 2 2 3 3C y 2y'1 j# -50 (558) 32 x 52 -- - - - - - - 36 f 2#1/4 -65 DSB EXTERIOR -PERIMETER CAULK. 32 x 60 46 46- 2 2 3 2 2 4 0 x 2S t/4 -6$ (DSO) FIN IPPE BY OTHER 32 * 72 72 40 40 2 2 3 2 2 4 36*34.1/4 3#1'4 -50, (QS9) WINDOW 36 X 28 - - - - - - A f 12 114 -60 (SS8) FRAME HEADER t N/INDQW 38 k 36 52 52 2 2 2 2 2 2 34 z i6 1/4 -60 (SS8) WDH. 36 x 48 49 49 2 2 3 2 2 3 :A r 221/4 - 0 ($S8 _6 x 52 -- -- - - - - 34*24 1/4 -65 (OS8) 36 x 60 43 43 2 2 3 2 2 4 34 f 2S 1/4 -65 (DS8) _lam 36 x 72 40 40 2 2 3 2 2 4 4 r 34-1/4 -50 ( So) r/1 44 x 28: -- -- - - - - - 42112 1/4 -60 (SS8) Q� 44 x 36 41 41 3 3 2 2 2 2 42116 1/4 -60 (SS8) E >MNDOW 44 x 48 40 40 3 2 3 3 3 3 42 f 221/4 -50 (SS8 HEIGHT 44 x 52 42 f 241/4 -65 (058) O T EXTI=RICK 44 x 60 40 40 3 3 3 3 3 4 41*281/4 28 1/4 -65 (OS?) t4QG 44 x.72 40 40 3 3 3 3 3 5 42 f 341/4 --50 (0S3) FRAME Sill 46-x 28. 46 112 1 24" O.C. 46 x 36, 40 40 3 3 2 3 3 2 46 f 16 114 -50 (PS8) 3 MAX.(TYP), 48 x 48 40 40 3 3 3 3 3 3 46422.1%4 -70 (3/T6" 'b - - - - 46 f Z4-1/4 -70 (3/ 48 x 60 3 4 4 18` { �t18 2 49 x 72 40 40 3 3 3 3 3 5 46%3#1/4 -60 `3/16" I - MNp0W 53 x 72 40 40 3 3 4 4 4 7 51 i34 1/4 -50(3/16" HGT. - GENERAL NODE EQUALLY SPACE 1) SIVA 1F REQ'O FOR LEVELNG. ANCHORS (Fr?.) IO PERIME ER' CAULK 3 CAULK BE51 ND FRAME WLNDO'.Y Fl AT MATERIAL 0 H AD SILL & JAM84. I $Y OTHER NSHIM IF REQ'0 4) CAULK FOR PtRIME1ER SEAL AROU EX ND TERIOR-C WNQO'N FLANGE. 5) GLASS iltlflQ S5 MAY VARY pER'HE REQUIREIJEHTS OF RSTM E1300 GLASS CHART, S,NGLE CLAZING l SHOWN,INSULATING CLASS 15 AI.5Q QUAUft1:'Q INGTALATI(7Di; - bj V4-1 t1At IESISTANC EST,REQUIR f T OF is%OF QESI T4 LQAO AMP$ P09.71YE ANCHOR 0ESl04 LCAUS aiLL S 40.0 PSF DUE TO WATER TEST PRESSUFE OF 6,0 P5F CAULK BETWEEN ACk1IE 0IN T. NINDQ}Y FIN & 7) L ABLATION: ' FRAME %UNOOW 1N WOOD FRAME OPENING 4?(I1 TWO 8) Y/000 S1L105 SHEATING US O,430 INCK O1A. NAILS OR ¢8 SCREH OE SUMCsL 4 LENGTH TO PPOIAQE MI1J:1" CIAXDVENT wo SU85,TRATE: $) *EXACT Wt4LX1'.V.S,ZE IS NOT USTED Pt ANCHOR CHART.USE ANCHOR QUA4TITY LISTED � MAX(.TYP) MTH NEXT LAOF FFi SIZE'. SyEAT1-pNG o o O YLA JQS-4104-222 BY D 1-ER- 1" MIN> �- 1 YOOSEF LAVY, P.E. EMBEDMENT S //^��++ (('}} - 6 MAST(TYP): CONSUl.T1NG ENGINEER E C TI V N I 9556 FOP.EST LAND ANTE 41 108 0N1AS. TEXAS 75243 1001 VL C_bi Rd..•Fo+ol6ah TX J0¢•P,0.Sox @ 90? O d _ ELEVATION T: (214)340-0049 F,(214}340-00 7 ASSEMBLY DRAWING VIEWED FROM EXTERIOR SERIES ,tDo/1Q0o/,szo FE & HE Sivq.E r+uK> WINDOW GR14. C}1KD SCALE AR IP N/A AlLOr tFyPEA DATE OIE Nt13E SHEET NO. M R 5,/2 /C4 B I4STAUTIO"4 1100 j W3 CVFRFto o 0 o �c wL+�n1_pro. LYJEF 61EaAlE 2 x ti ,e4$!#91 GN u]0�F7�r E urrt 9s� , A( 1�c4( .1ja o�1 1 ASTA E1- 0(I 2929 sY oa�ERs ti�oGw rA.>asER 0-I to 5sa�ws ,vv,M�1t s:rt o tt nAA.s 130 IMP RARTIALLY t9.34 SASH 5tilE JAM$- (tvGES}. Dt'4^.J1 I'AES9JRE 1.f;It1.WJY EM.BECN,EX? 1-R/2i'4c+y1UM CUBEDa"ENl' EfICLQ$u) BUILDING ( _ X, A TE4ACH +fE Sr L Af EAN GLA QP4 IdAO )4(DMf �� HEAD jp rYE?ta T jA71 S5 SIZE RESI5TANC�.+dw^f, E?+16EDAf;NT Hi14. EMBEDMENT 36 X 36- -84 2 2 Z 6 6 4 16`x t6 t/4 -80 �ssej { E CHA3T} LSEE GHAR7) 36 X 44 -B0 3 3 2 7 -1 1 t&i 19.1/4 -80 SS=T 36 X 0-5- -80 3 J 2 1 7 S 96x72.]/4 -,ljp (S f6 X 52` -80 3 3 2 B 8 5 18 x 24 f/4 -70 (SSBi 3 3 2 8 6, 6 i6 z z6 f/4 - (SSBj rA57 'F,R 36 X 72- --70 3 -33. ?d- 1Q 8 1S z 34-i 4 -50 SSB) PER SEHEWLE - _ . I PER 4B K 44 X80 3 3 a 9 5 22,.19 r/4 -60 (sss) CAL,JC ov-&O FiN CAULK WgND f_N 48 X44 -60. 4 4. 10 la 6 22.2 22:.1/4 -9b (SSS) 48 X 52 -e0 4 4 3 16 16 7 22 1 241/4 -?0 (S58) 46%60. -7¢- 4 4 3 17 11 S 22 z 24?✓4 --60 (S58) 2934 Extertb't 45 X 72. 4 4 3• 10 td 6 22,,341✓4 -50 (SS8) 191.5 J° 1611'I'TEJL4:$4UWU`d' 56 X 36 - -53 3 31 2 9 9 4. 16 x 16 1/4 _ -.90 S58 ) 56%44 50 4 4 2 11 11 6 25 X 19 1/4 -10 ,(S58) PERML?ER:CMUU4 _ (� Horizontal =�CA 56 X 41 -8Q 4 4 3 12 12 7 26 4 22.1/4 -70 (SsA) 9Y OGiER .�EC T l�N 2 SYCtIOn Y oit" 56 X 5Y- -9Q: 4 t 3 12 n 7 26 x 24 1 jt -60 (SS8) ;6 X 60 -68 4 4 3 +2z 12 8 ,c6 x 28 I,(4 -50 (TSB) 56 X 72 -54 4 4 3 it 11 6 23 x J4 7/4 -50 (056) 60 7135 -A0 4 4 2 10 712 5 <8 K 16 t ♦ 60 5S6 2 2 W003 60 X{6. -90 S S 3 i3 13- 7 28 z 22 7/4 -50 (SSS) fA5?EHER... Sr P71tE:V$ 60 X 52 -79 S S 3 13 !3. H 217 x 741/4 -5f1 (558) ≥.(3!EDl1LE ) 60 X 60 -63 4 4 3 12; 12 6 28 R 28 1/4 -50 (056) 60 X 72 -52 4 .. 4 -3 .It _11 _._8 _. 28 x.4.1,:4 -50 (05a). 66 X 36- -6D 4 4 2 !2 12 5 31 2¶51/4 -60 S58) 66 X 44 -77 5 5 2 43. 13 6 31 x 19'1/4 -60 (SSB) WINDOW 66 X 46 -74 5 3 3 13 13 7 31 x 22 7/3 -:-0 (SOB) { 1. 66 452 -72 5 5 3 14 14 7 31.1 24 1/4 -50 ( 8) 66 It 63 -64 3 S 3 13' 13 6 31 x 291/4 -50 (D58) L 66-X 72 -49 4 4 3 12 ,2 6 31 z 34 t/4 -50 (/p�ss) CAULK 8UM4D FLY. 72-X 36 -77 4 4 2 13 1J 5 34,x 16 7/4 -70 (058) 0 0 0 0 0 72 9 4.4 -68. 5 5 2 43 13 6 34 x 12 1/4 -60 (DSB) 1430 HEAD - 72%48 -55. 5 S 2 13 13. 6' 34 x 22 1/4 -90 (DS6j 72•X52 -53 5 5 3 14 13 7 34 4 24 4 -6q (038) —� 72 X B . -!4 5 5 3 '4 14 8 34 x 28 1(4 -50 (D58) 72X72 : -45 4 4 3 11 t2 8 444 34 t/4 -45 (D$6) PERNETER CAU.X 66 X 72 -59 4 4 2 13 t3 4 42 x 16 1/4 -40 058) 1407 FlXEO RA6_ BY 01NER 58 X 4.4 -52 & 4 2 13 13 5 42 x 19.1/4 -47 (DSB �+ 68 X 46 -49 4 4 i2 13 11 5 42 x 22 1/4 -48 (DSS) 85452 -47 5 5 2 13 f3- 3 42* 47/4 14 1/4 -70 (3/16-) 38) 88%60 -43 5 S 2 13 13 6 424231/4 -73 (3/16") C �d 2959 LOCK PJ.L 66 X 72 -40. 5 3 3 94. . 14 . 8 421 547/4 —60 {3/16) 12" O.C. GENERAL NOTES: 7 j Vertical' IdAX.(TYP).. 1) SHIM AS REQUIRED ADJACENT TO EACH INSTALLAr ON ANCHOR WITH LOAD SH`4 MA C ALLOWABLE ¶ !1M STACK TO BE 1/4'. Sectlo41 4"�°, 2) WIN DOW FRAME MATERIAL ALLOY 60$3=. v4IN04W EQUALLY SPACE 3) USE GAUU< DEHINO WINDOW FRIG.AT HEAD SILL. & JAM8S, N(3T. ANCHORS (TYP'.) 4))USE CAUU( FOR PE3)METER SEAT AR9UND EXT£RtOf2 9F N1NOON FLANGE S) DESIGN-Pf ESSt7RES SHOWN ARE BASED ON MVLUCN CAPACITY' ONLY, DESIGN.PRESSURES FOR CUSS T .CIcNESS,MUST BE DETERMINED PER ASBA E13O0 GLASS CHART AND 1}1E SMALLER VALUE MUST BE USED FOR DES'CGN. 6) WH RE WAER RES!STANC TEST REAUtREMENT OF 15%,OF DE$?G"# LOAD APPLUs, POSITIVE DESGN LOADS WILL BE UMJTE0 TO 4(Q PSF CUE TO WATEO TEST(7ESSURE OF 5yO PSF ACHIEVED TEST. zbo6 3O7T rtng 7) INS7AILAT1ON: FIN FRAME IMN00'h L4 SPRUCE PINE Ftt (SPk} W'OO0 fRA1,7E OPENING ITN 1W 11 BY WOOD STUDS,USING 0.1130 NAILS QR 18 S17I4Ey4 OF St FFICiENF LENC114 TO t RQV10E MI'~P,M7M EMM3JOMENT'1NTQ'SUBSTRATE AS'SHOWN ABOVE If TABLES. 8)_IF EXACT WINDOW SIZE IS NOT USTEQ IN-A14cw-R CHART. USE ANCHOR.QUANTITY'LISTED 1Y1TH NE)(T LARGER SIZE. 1941 7. Y. . MAX(TYP) Exterior [ 1841 W.Dosby Fd-.C"iM,on.11 7O6 P.O Ott$19D22-Dodos.TX 73381 sce osti `--•6-MAX.(TYP), ASSEMBLY DRAWING �aE Fot 40 Esi SERIES 19.00 (MULL) / 1100 (MULL) / 1970 (MULL) �F—•I f ``�j (�(� - NI NIUOUS HEAD- & SILL SINGLE HUNG E L E P A T I O N. 7F�A/:�B::� SCALE 9CNS SECTION 1 VIEWED FROM EXTERIOR N/A 12/30/2 3 SHEET NO. ALLOY DATE LNINATk7M 19OQ MULL, 09/24/.0-3 B 11Gb &u.&1970 M IL V V � V R ftB SHIM AS.REQ'A COMPARATIVE AN ;LYSIS & TAPC. '3G11 0R OCAT70 CHART (SEE NOTES)' 4at_tt'3Y b H R w CALL WINDOW DESIGN PRESSURE TAPCCN AUQ4OR LOCATION 134 JI P1133ASTM Ejj1�__1A O SUCK 1/10176 i 1 4 MIH, ENCIOSf�tlUl11NC p,NE BY 4YQ00. FLAlVC TIDE, ^`� SHI>a ASR ` ZE S1�,M ( 1c111}S� CA AQ1c IN PSF s BUCK BY aTHER MANO05+r FRAME = 0. iE9STA 4�IsTALLAT1aN AN< I�R at EOMENr LOCATION 4 CAULK f BETEEN oOR t3<1CK NAsdNft f gPENlNQ (SEE noTEs) ii stt;ra 3Jj -1? ac F a 19 tA.x a A _O CAULX,SETYIEEN 1AM8 vroo �ucK - BY.OTHR2S Q 14, t4 t,iiJ ! 5 / 168 A,C F. ,Ha ,6tnrLl1/6 -8$ F 14+4 14 1/ 5 / 15 19/16 x 51 132 A,C D,F,F,G iJ 16 t0 2i 1A y5s -'- i4t5 t9 1 © / A S.1a} M {§ is 1 8 x 72 t16 A,C DSS 1 1/4 MIN. INSTALLATION 17 T9. 1 8 x 84 104 A C D,E ,Gfi,l 16 sJl i 3,4 SO. pS6 Q LNEEOMENT - ANCHOR- IH2-. :.8 1/2 x 26 -133 A,C F,G,Hl. Z31J2l1§3/i -8 (5S$) Q TN3 261/2 x38 3/8' -104 A,C FG,}iJ 231f1i16>S/t4 -85' (5`5@) 1H4- 26 1/ x 50.5/s -101 A,C, FG,KJ 23t/2Jt2lt/t6 -8D (S56 , PERiME ER Gpl)U< GAlltJ<EETV{EEN tH4+3 281/2 x 54 5/8 -10D AC F,GNJ 13i/ir�61/76 -70 {S58 By 013' R5 9H4+5 26 0 i 55 5/8. 100 A,C F,G,NJ 231/2.259/11 -70 (SSB V IhD6'Y W1D1 MgSQNRY CP(N�TIO 11 9 1/2 x84 -66 A,C F G,H! 7$1/2 x 11/4 -55 {558) • e .. ... 3116 28 1/2 B O N CAULK p BY OIHEF?S ,t 22331.4 k /4 -50 (DSS) EXTERIOR 3Ox2 ,301/2428 -113 A,C FGJ 2f 1/21x93/4 - 0 (S5) 30x3 30 1/2 x 3/8 -88 A,C F G,HJ 2)1/2.16 mpt -5S (S56) CAULK GET6tEK �,�t WGWE TYPC SQ4 sG t/ x50 S/s -78 A C FO HJ' z1 f/21 Z}1/i -53 S s fi 0ER fRA}AE YO,yDOiY FLANGE .,Cx4+4 30 1/2 x 54 5/8 -77 A,C F.G.N1 22'/11251/6 -49 (SS6). WOOD BUCK 30x4+5 30 1/2 x 55 5/8 -76 AC F,G,HJ V1/1i339/l$ -49 (Ss8) 3Ox3 3O 1/2 x 63 —75 A,C F,G,HA 27 IR x 2s t(4 -se (rise), j"� j 30x6 30 1/2 x 72 —71 0.C F,G,HJ 27 1/1 x33 3/4 -so (Dsa) SECTION - 2 30x7 3G1/2 x 84 -59 A;C FG,HJ 271/x393/4 -49- (05 ) 22 17 125 -89 A;4: F c HJ 3 01/4 -ea (Z8) 23 3l X 3s 3/8 -67 A.C F G,HJ. 3 e 161518 -55 (ssa)- I WINDOvY 24 37 x 5a 5/a -57 A HJ;C F,c. 341231/j -5) ssa) 24+4 37 16 4 5J8 -55 A,C F,C.4J 34 125{Js -49 �SSB} CID 24+5 37 x 55 5/8 -55 A,C FG,H I 34115e/$ -42 Sse) (1) EXTERIOR L1LhJ BUCK 25 37 X 63 -53 A,C F.G,N! 34 i V4 -y`0: tJsss HEIGHT A C 26 37 x 12 -52 A,C F,G,HJ 34t 33J4 33/4 -50' (05 w 27 37 x'.84 -52 A.C F,G,HJ 34303/4 -43 (OS8) O 4226- 42 X 26 -49 A,C F.0,I4J 511103/4. -80 (558) ALA TYPE 4238 42 X 38 3/8 -40 A,C F,G,HJ 51 x 38/;6 -55 (555) �L{ WIN.DOrW FRAIAE I - 425O 42 X 50-5/8 —40 A C F,G HJ Ir 131/16 —50 SSB SILL 424+3 42 X 54 5/3 —40 0.C301151/16 C FC,1 3911/6 49 ( } 424+3 42 X SS5 5/3 —q0 A,C F,C.HLJ �r 75?/a4 —44 , w 4263 42 x 83 —40 A,C F,G,HJ 81 291/4 —Nj 0>8 4272 42 x 72 —41) A,C F.G,HJ 30 i 33 3/4 _�. �0S8) 0 J K 2 4284 42 X 84 -40 A,C F,O,II) 35 t 393/s -49 (DS5) PERIMETER CAIN.!( 4826 48 X 26 -49 A.c PO,HJ 451183/4 -65 ($sa) BY OTHER 4938 48 x 38 3/8 -40 A,C F.O,NJ 45 r tt tspi -50, (osa) 4850 48X50 5/8 -40 A,C FCJU i5113.'/1 -50` (3/16' 484+4 46 x 54 5/8 -40 A,C F.G,HJ 431251/6 -50 (3/16') 4-84+5 48 X 55 5/8 -49 A,C F.G,H i 45 t ZS 4j6, >50 (J/16") 4863 48.X 63 ;40 A,C F0,40 451211/4 -45- 1s/15") •r'1 WINDOW 4872 48 X 72 -40 A,C F.C,HJ 4f 133 3/4 -45 7/-$) - - R. r13IlCllJZ� HGj, - _. - 32 SS 1/6x26 -40 A,C, F,GJU 51b'e110 - -65 (ssa)- 33 53 '/a x38 spa -40 &C F,c.H1 50 I/I1 ro I5I16 59, (ass) F G 34. 53 1/5 x 50 5/3 -40 A,C F.(J41 30I/ex231 SO, 3/58 q 14+4 534/3 x 845/5 -40 A 0_ F,G,HJ 56179 x 2S1/11 -5D: C3/1,6"34+3 53 1/s X 5 5/8 _4 A.C F,G,HJ 511',a 25 s/16 -59 (J/is`) PRE CAST SILL 34 5A 1/81653, -40 AC F,c, solro► ij -a5• (3/16") BY OTHERS 36 53;/a 1(72 -40 tic F.A HJ -45 J/16) CAUJ,.!< BEt"f�t WY,NpOW FLANGE2i0fE': & PRE CASTSILL VATH IJLKE?4 116 ADHESIVE CAULK'OR 1}1 ! ''ARE PUSrnvE Arid,rrE^„ATIVE sTRLC7. DESIGN La S FB9M 6Wi AgAT"Aru+1.Y_4s_e:H1�ti�riot S /� 4 F {� q APPROVED CQ()AL 8EE1t CAft'EO SY RESULTS Of WATER PE OO,P,14ANCE 7EStL4G mitRE THE Av : SIANCE TEST kE 19 it GF isx CF E I r l I Q t_V I ASK N:Cly�5 Appf TES ¢Q973VE DEgGy LOAp$Wkt BE L11A 1ED Tfl 40 0 PSF pl1E TO WAT432 TESL PRESSURE OF 6O PSF ACNi�t5�TESL_ 2).QISTALLAS0t4r +uCE F$I 3 €LE WCIQCN 1N Cg9CR OR A4A$(;RY 010{4 USE 3/15'. 01A. GE H TAFC91f Ar1(2t 2R� 1WSU*>fl(EYf 113401)4 TO PRLVIDE 43N 1-1/4 D45E1Nt4E1Nj Uv1d SU8ST ATE Al LOAAnOk3 51101 4 CN'CHART NERAI NOTES 3>SIC�VAT)O$S fQR Kt F TO,IAPOO.d LOCAT"S. 4 1F EXACT''0DOV SIZE IS NOT 1J$TEO N ANCHCR-CHART.USE tiV{21 i WAN11TY USTEO ty SHIM,AS f�Eq ; AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SLIM MAX: YA14 T RCM TZE J: SHE AWROPxATE DESI_PRfSS184E R€c'D: ALLOWLIE SHIM STACK TO 8E_1/¢ 1 2 WINDQW tRAMt MATERIAL,ALUMINUM ALLOY 60f3 3 CAULt< BEI INQ W$NDOW FLANGE AT I EAD AND JAMBS SILL MUST B£ TI ATTACHED TO THE SU&STRATE N21TH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL VIEWED FROM EXTERIOR w 17d9' 4) APPIJCATION OF VVLKIM 116 ADHESIVE CAUU< AT FRAME SILL MUST CGMPLY'WITH SEALANT m t2d•Ux Nat ii 75306.P Bi!L 5m 1p 1.D1rxn rz 75301 MANUFAC'TERER_'S RECOMMENDATION 1 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF ;41NDOW FLANGE ASSEMBLY DRAtYHNG 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHART sus 1481)/1%3/,50 s3WCLE 14UY0 WU4OOkr SINGLE ( .ASS IS SHOWN, INSULATING CLASS IS ALSO QUALIFIED. 0RM1. I CD scu AR IP N/A I SHEET NO. A.LOY LHPCA OATS 0116 !YiJ -- --- -- 12/08/03 8 1NSTALAD01414501 W5 SVRELut 8Bft SHIP IF REO'D _C0MPARATtV� ANALYSIS TAPCQf ..Atv O LOCA71t N CHART AS7TrT (;1.300 ONC q Y pY00J. HULK BY OTHER CALL t'J1NatJV 3O OL1eiC ivi t'tt-- 1 1.a 4�' MIN. E7E9G, PRESSURE TAPGQ4 AN(1CR LOCATION t M 1 PAR11FlLY' 1 // SIZE SIZE 4400.ES LOCAT10t3S CaYE a )Y57Cd iNSTALLATTON ANGIOR, +LANG EMBEQ1dENT ENGLOSE3BU�DAD BUCK BY OTHER C GW'?AElTY l"F PSf 11ND04V FRAME _ Sl IR,i it REQ`Q. r Et', 4 ,A GiA$5 SIZE MAULK OET41I" alma 1'; iq S/$ x 2B _20 AC F,G.HJ` ti 1/lt1Q3,� -ab (S513) CAVtK.9ETWEEN W(N0OIM Vitpp BUGS:3c 593 AC FG ff:1 161,1 a tb rsl i 80 (S56 ASONRY OPENINQ ^^ — fLANGE & W(?011 BUCK 8Y OT)IE45 A —164 A t: FG}IJ 461/1 a 23 SjJ3 —&9: Sa)) 1444 S9 1/b 2L84 S/9 1SQ AG F,C,H,1 Is Wa 231fiP —X0 $58) S4+5 ih lf$>F 55 5/9 —147 AC FOJ4J 63/1`3 2S i0o —70 (SS8) 15 19 1/8 z.63 —132 A,C D F.G.4 i 161/6 s,2A 0 —55 (559j 13 18 19 t,9 72 —119 A. D E,F,C.NJ 16 L34s331/4 -58 (0•Se) 1 t/4*M1N —' iNSTAL[ATIGN 17 19 t/9 k`94 —1.34 AC D.E F 1 t5 51/9*383/4 38 314 —50 (o so) q EMBEOMENT \ I ANC:H 1 H2 251/2 it 26' -133, t N3 2b t1/ 1$? A,C F.C.HJ 131/1 F 16153 -90 (S56) PERIME TER CAM Q 1 H4 26 1'/2 ■5 5/3 —10 AC F G,H J 231/8 x 23 IA$ --80 iS BY8 OTf4ERS CAULK BETWEEIJ _ S+IM IF REQ'0: p 1114+3 2a 1/2 x 54 s/g' -300 AC F,G,HJ 23 th Y ZS 1ri -70 (ss8) f - �ANOON i1IDT'F1 CYA U BUCK At H 3 2825t/2x 63 -4}0 AC F,G,Hd 2i1�rb -70 (SS8} lAASWY OPENING n -55 (SS9) 8Y OTHERS 1316 25 t/2 x 72 -79 AC F,B,HJ 231/3 F 33 3/4, -55 (ass) ' PERiMET ER CAULK 1347 231/2 x84 6d A0 231 *293/s 39 S/.{ —50 (0 ) ` BY 1MC �}f.TERLOR' 3fl 2 x e its A.c FCHa v nI it n- _ (ssa) SECTI �p CAULK BETWEE J 3Cn3: 30 t x 38 3/3 —89 ON 2 3c1,4 30 1/2 x 505/a -78 A,C F,G.NJ 21 1%21 23,A6 50 (SS8)) H ODE R fRP 4MNDOW FLANGE 3Cx4+4 30 1/2 x 54 5/3 -77 AC F,GJ4J E11/2 2S IAi -49 (SSa) HF W000 BUCK 3Cx4 f5 301/2 x"55 5/8 -71 A,C F.G.NJ Y7 1/2 4 8 9A6 -49 (558)' 0x5 30 1/2 x 63 -75 AC FG,HJ 21 1/1 i 291/4 -50 (058) I 30x8 30'/2 x 72 -71 A,C FG,H.1 27 f2 Y 33 3,'4. -50 (059) WLNDOY*t A,13 F.G,HJ 34 10 -80 ( $8)• WCH. 22 31*26 84 OSt�4 8D (SSB) 30x7 3a 1 x 84 56 A0 F,G,HJ 231 23 37 9 39 3/8 -61 AC FG,HJ 34,3 IS//6 —55 (558) 24 37 k 30.5/a 57 A,C F,GJ4J 34$23 1/!E -50 S56)• ( rjD �. C 2414 I 37%54 5/& -55. A.C F.G,HJ 34*25 23 1/16' -49 �ss8) 2S+5 31 Jt ss 5/3 -55 AC F,G,HJ 341 25 0A4 -49 (S58) 2 EXTERIOR ► / -51 ( ) BUCK 25 37 X @3 -53 AC F,GJ4.3 34 a 29 1 4 HEIGHT 25 37 X 72 -52 AC F.G,HJ 3412 3/F -50 0str 27 37 X 84 -52 AC F,G,HJ 34 t 313,14 -49 (053). 4226 42X28 -49 AC F,G,HJ 34 a 10 3,4 -80 (S:S8) ��L ppNGE TYPE 4238 42 X 3a.3/9 -40 A,C FG.HJ 30 i135/I3 -55 (538) ! x ftA4I 4 FRAME 4250 42 24505/8 -40 A,C F,G,HJ 34*231/15 23116 -50 (SSB) S111 42414 42 X 54 5/8 -40 Ac F.G,HJ 35*251/'I 251/10 _49 (558) 1( 424t3 42 X 555/3 -40 A,G FO NJ s us 9 s -49 2 4263 42 X,63 -.10 A.C F,C.H:1 35*29 291/,4 -50 {6S8} 4272 422472 -40 AC F,G,H.1 _50 {0S8 4284 4224 84 -40 A,C F.G,HJ 39 9*i934 -49 (038) PE,RivETER CAULK 2 4.826 48 X 2a -49 AC. F,GJU 45 a IO /16 -65 (0-so) ' o / AC FG.HJ 45 a!63 15( -50 (059) BY OTHER 48$0 8 X 50 5/8 -40 A,C F,G,HJ 131031/16 -50; (3/15) '"d 0 4YItdDOW 48-444 48 2454-5/a -40 &C FG,HJ 451,51/36 -50 (3/15 HG1. 484+5 48 X.55 5/8 _49- AG F,C,N,1 43 r A 636 -50 (3/16')I - 4863 48-2483 -40 AC F,c.HJ 431291(+ -4s (3/15`) 5 F G 72 4&X 72 -40 AG F,G,HJ 451533/; 33 53 31/3 AC F,0 HJ 50'.A 110 3/4 -65 (SSs) 1i - AG F9I J 591/131 to 15/16 -50 (0Sa) 3+5 53 T%B%5$S/8 -40 A C F G H 1 50 S/6 x 73 911 -50. (3/t /. A C' FQNJ 5p 1 x 251 6 50 (3/i&) 36 Sj 1/ax 7 F,GHJ ya i 4 313 y -45 (J 9) PRE CAST SILL S 53 /8%8S 40 A t BY OT(tEFS CAULK BETAEEN WNOOM FLANGE �' 84 PRE.CAST SILL M6TH"VtjU{E)a 116 ADHESIVE CAULK OR SECTION 1 1PPROVSD ECUAL H GENERAL NOTES: 1) SHiU IF REQ'D FOR WEVEUNG, 1 - 2) VI1t'1OOW FRAME MATERIAL. A LQY 5O 3) CAULK BEHIND WINDO:V FLANGE AT HEAD AND JAMBS. 4) CAUU( FOR PERIMETER SEAL AROUND E)(TERIOR OF MMWCO'tN Ft ANGE ViEWED FROM EXTERIOR 5) DESIGN PRESSURES SHOW4 ARE 9ASED Ott MULLION CAPACITY 64LY PRESSURES FCR GLASS TNICJWESS. f MUST BE DETERMINED PER AST14-13OQ CLASS CHART ANO THE SMALLER VALUE MUST BE USED FOR DESIGN, r tl 6) `r 1ERE WATER RESISTk"10E TEST REQUIREMENT OF 15% OF CtES1GN LOAD APPLIES DESIGN LOAD 'ALL BE car4Nni 11 4300 L 0ITED.TO 40.00 PSF,DUE TO WATER TEST PRESSURE 0F 6d.0 PSF ACHIEVED ON TEST 10I WC P.a+c___ 314 2Y_ PA �a 6t9m•D4_ TX tg 8) 1FSE LIENT!04 FLANGE FRAVE'811100A IN CONCRETE Oi MASONRY OPEN1G USING 3/16" TA?CON A4041OR CF ASSEMBLY CRAASNO S11FF TO PROWDE MINIMUM 1 1/4' EMBEDMENT IN T0 SLBS"RATE AT L0CAT NS SHO1N O4 CHART xS 14501550/1570 FE &•4E ISNNaC HU4G N740C9 EXACT ,nNDOW SE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED +tdTH NEXT LARGER S`Zf. xk. ct;Ko scvY SHEET NO. AR IP N/A ,4..�CYJi /ATE DrE 4SIVSEFt OSf25fGt B INSTALATION 14501 W5 SVRPLo6-Bfiac __I ca� Tt TS4o 8Y waaa ausc ----- t-t/�•s� INSTALLATION ANCHOR CHART srssl+ AS ro'o EUBECk,F£]Lt 547tE>it T a °u OR AtA9C�+I4X 3/18' t7t4>IE TA#�GCN L;` 'fr+ s NtSrnUtAT1CN AN+C}1012 (SEE NOTES) 3/16 61A. # s1" 0P1l1a44 A 13-t/2. O.C, iSAX, Lilt OTH i is SCR" .___._ - l-t/a' MIN, Af'G()11 E/4 .V3►8 tT t C4 IN OY OTHERS - »{' CALL DOOR T s w s� w t o CAunit otrwEEN vow DOOR FRAME }' E>+�L3ET?1tENT SIZE & SIZE IN 3UCK & VAS41 Y f key T3 48 F lit,RSf t!P If) 47 4{ UP to t 10 2 X'14 Gf'f)'AN4 HY 4Tt1ERS 00NCR€TE CONFIGURATION INCHES 45 PSF TO 60 TQ 70 45 PSF TO 60 TO 7O 70 PSF 70 PSF (�SEEe 0 cx BY OTHERS , OR UASOWY OP PSF 00 P DP OP DP SF OP OP Gt ADNG E NO 5048 240. 6X.xx 4o X 8O 3 3 3 3 3' 3 4 5 4 ' 4 (SEE NOTES) 8Y OT1-itR5 6068 XO. OX. XX 72 X 8O 4 4 4 4 4 4 4 5 Sit AS REO'0 d 1-1/4' lrtl, 6063 XO, 4A. XX 96X8O S 5 5 5 S 6 4 5 (sue NorEs 4 Q T a �XO. OX.XX 60 x c 6 6 3 3 7 3 5 6010 Xo. Ox. XX 72x96 3 3 5 4 4 4 6 XO,OX. xx 96X96 4 4 5 5 5 6 a S 4 ': � x 6 -- T: • - — 6 5 1-1E},1 Eb 3 OXO 4tEN1` 9UGx 1NCHOR 906 ` 104-3/4X 60 iF B 8 6 6 7 4 3/14`CtIA. 12O48 OXO 345 3/4 x w 7 t 9 7 Q 1O 4 5 TA?tXoL 6' 15466 0x0 181-x/t x 8.) 9 10 I1 9 t2 14 4 5 FR41t E V 8c 768O oxo 9t'-3/4 X 06 5 5 5 5 5 5 6 t3 13�1/2' 0.C. 9060 0)(0 109-3/4 X 96 6 6 5 L1 6 7 5 6 - 96 9`t OTHERS 12080 OX0 145-s/4X 7 3 9 $ 0 12 6 6: tc 181- 4.x 95 9 1t_ t3 10 . 3_ 18 6 t1Jt M . 1NSTAt(A13CN 9063 AX 144-flit X8O 5 5 6 3 6 7 # 6Y 0T1iE1R5 1/4' MM. D AN( is 12O6$XiX t42-its X 8O 7 7 6 7 0 to 4 S Sidi SPACE j8 SGREw 15068 XIX 178-f/4 X 6O 8 to 11 6 t,� 14 4 5 768) XIX 88-4/;s X 96 5 3 5 3 5 3 6 6 8Y GAUD( OE1$&E.N 9090 ax 106-f/+t X94 5 3 6 5 6 7 6 6 CAIJL.ICPEfttI+ETER t;AUIK 12080 X1X 142•-11t$ X 96 7 9 9 1 10 1t 6 OTHERS@Y OTHERS vow 9U(SC dt 178-1 s X 94 11 12 1O UASY t PC iNG 1OO64 XX . XXXX I2 s/s aO 6 Ta 13 1S 6 OOOti rRAt1E STUCCO BY OTHERS 12O64 CXxO, X)0(X 144-s/4 X 8O 7 7 9 7 9 1O 4 HEA DC.43R 8Y OTHERS 16088 WOQ80 oxX0 XXXX i24-s/i x 9966 6 6 7 9 31 32 o 8 9 6 6 H>:LCf4T t/}, MAX 12080 OXxO. XXXX 144-s/4 X 96 7 8 9 3 14 11 6 8 E](TL�tiOR OOOIi w)' t,4 SPACE 2 X 84WOOO 16060 Oxx xxxx 192-s X95 9 12 34 31 14 37 6 5 CLAZIhO BUCK BY O3 HERS C/1 iI(?N (SEE NOTES) QEC 1-O (Ti! NOTE NOTE 16) DOOR MAO111 O w I.IU1]■ } i � 11ASCf�Ft 4t NO AA�004 8Y OTtfERS r i i 1 i 4 4 MA$Y OPL?4iNt3 ,4 8Y 4TI#RST CONCRETE d x 6 OR UA$CNRY 8 9 a OPENING Q v t-i/4' WN G 4� @Y OTHERS OOOR '1� LSERALL.Y APPLY tAV,LXiNC V ' y EM£]ET)1�EliT 51..1C1(NC. CIm DOOR HETOHT \ I T I ' UN 4F LL CR S T SkL IN q d uQ4K 5TR P d O SECTION A INSTALLATION ANt-IOR 4 t-1/4` Mitt m5YF.' 3/16' DIX TAPCON EM8E1)4AENT 1 O" UAiv'*At,; ALSMi&w HLoY 6043 z) TAPccs. Lt?E Ps5TALLAA(k4 MQ'6RS I$U.WSt BE Cf 9tT ENT LENQR4 TO AQiC C ►444.O+BEL*O'T Of 1�f/4• It1TD M AC.wRY flft{xHr tE 1e 2 (t B STALLA1VN k'0 tCR3 11VSF BE Cf 1J(FILCOIT LT}4G11i 10 AQtE'`.E A W$. c) I0'TGF1' P110rw)BY 14000asrc>. A ALTTRAIdTE TAPCOIi Ws ufl4 N4OiCk5 rRONr to 9AcC 44 1PAA4E 5LL. c DOOR sE I riot N N Tt�i A CWT. A WMnrr LGPW wits t 7ctLnFw EXTERIOR ELEVATION 5M fCR DC APPAWMATE 0E9t74 PRES9JRE KO'0: i) FOR FIX41'DO-0 $'U$V CL05,F3r D19AS3 000*S+YE* Wflj.AA" TO f0fSVtW OP4tt3ltX >>t tIP� 7) t4SVCATEB Ct.S5'S 0`#N S1K1C t.AZrNe. MO APPRQ i 0 TEWPtRw 9A55 TttVM55 I At VARY RC4t.'RE147115 STuCcO �* r,t r OF A3tte £1300 Q1ARt3. BY OTHERS ACfi 'Q ', 6) Ni.FACTORY APFVW HOLES NOT OES04W FOR TAKON.At4QIQA 51CXLU L3E(LIL0 v4T14 to SCtEIVS OF SJFFI(*7IT -► 1 Y 0• Q.+•j, 1 'ICT,4 TO PTRGiRLC ktt 1'D. ?4410 Ton BY WOCO &UCX I.AULX E3ETti1£EII .' t fir,7� t 9 J. /941.CORt+EA1 Aft TO BE Wa w M A W&L JOWL ZA 4%ALM Qk% 0 10 /AS Ftg'Q. At EA. SET Of PPSTA41ATI N A'tO- S w'd LCAO BEAIGk?ice. UAX ALLO'rADIE Sttaf S'•AOC TO -• rµ WOOD OOC'� i4( !i 0 rl NJ.WAILII1itY4 AI✓7+�F5 1iJST BE WADE Cf CC tQ�S+(i14 R£5i51A4T VAfl 5I.5 HOOK STRIP * Hb : = I0Qt 1. Ctanu»tah, R 7 P O.f3oz !if 9Q3t•I1 IX )S3d1 11 *w-PC *X 4 i'1 AesENTS AI0V�4S PA.4a AN4 `O' P.T wPR T3 ruin PANEL AP1�*O a oc*i t1RATKk4S JrtE'AS GLAZING" +� 4 DRtt+6 6E909V5Ck1 11UM OW IhSIA .ANA CkAr f. (SEE NOTES) INSTALLATION ANVIOR : n1a[ ` ; SERIES 420/430/440 SLIDING GLASS 00012 13) NOT Ni.O�ATTC 3 testa ABOVE ARE SHrvi QM 1tsS ORAw*40.,. HO .&3 445TAU.ABCN SECMNS'A-M. "6--0 3/16 CIA. TAPCON 4 4 — , INSTALLATION DETAIL WITH TWO BY BUCK IN MASONRY t40CsC SDP O£1AA APRtY TO W'STtLLAt5>N OF A.U. APPROVED txM XX.•4tATKA43 fi! t4) 11AX ALLO''>4•'•91.E SPAC44C BETI(Di TAPCQf4 ANQ O U4 FRA.W 911. 10 BC 24'O.Q SLICING CLASS ♦* .' ' tsu.r sr OW"06 fr fUvE 1s) SERsE$ 420 UM04C Ass DOC*4x 9.CIr4. )is (MIT ALSO AP1t S To 438 A 444 SEP*& DOOR INTERLOCK 100 t� °•<<.• ( ,`'4 BB N A 14) US OR 1x4-rCt06 BVCac TO BE SCCURttY FAsTCCO TO 1Ar.5FER THE LOAD TO D IA5 Y,C #TC cii OrttR 5rRUCR7.V.SLJEt51RATL NOOK STRIP DETAIL 4t,� � ��,•` Mon CAM t?*G' - SHEET NO. 1T) 09rF4 P7 •SU 1C cA7p.Q y Cf P'P9�.KT TCl f1E 3s.o Psf. "414411t4ti4 '-- I 12403/02 GEN0()27 PW AO t#d Mxts7'A.ta�.tOic GGi4►. 4»a loss-xa I .4u*t 4. ,e.CU PMC rtC .& 17'4 nOC 4fl0 4u"4,s34 fkI opt SVRFLot Rkjc Wow wr0T TRANSOM MULLION SPA T HEIGHT / ANCHOR MAN. UNIT WIDTH SEPARATE APPROVAL -• --�� r __ ANCHOR TYNE �/ TH H T CLIP - H WOK ty 0 /f yf WINQow WINDOWS UNDO HEIGHT SEPARATE APPROVAL �f WINDOWS UNDER SEPARATE APPROVAL 0 D j� SEE CHARTS SHEETS 8, 9, 10 AND 11 FOR � o O£SGN PRESSURE AND ANCHOR SCHEO(LE , > O w NOTES: 1) ALL ALUMINUM EXTRU$IoNS AR 6005—TS ALUMINUM. NbRf7 NNrA�..SsfS�l.lrCS 2) COt-C ICLIFr Y WN! ER ST(AL. N a UGHTWEICHr HOLLOW LOCK TQ 6 FORT (�btV w►tta 1RaNSt`�� o Q a STT OtdGER yATER1AL. SEE CHARTS SHEETS 7 ANp 8 FOR PEStGN PRESSURE AND ANCHOR SCHEDULE Cd ; 3) FOR ANCHOR TYPE AND SPACING SEE SHEETS 6 AND 7, 4) PRODUCTANO trvsTALtAT1ON CONTArNEO NECzEtN C41�t�LtES Mn, THE 2E}O; �++ FT.OPJOA D'1DiN COOS. ..-r SEE MULLION: GI-WT FOR MA 4MUu DESIGN PRESSURES, LENGtH AM) ANCHOR SCHEDULE, 8) THE RESPOUSIStUTY FOR S�1 CT?ON OF WINDOW [PRODUCTS TO MEET ANY APPL;C'8LE LOCAL LAWS, l3U;LDI1tiG CODES, ORDINATES OR O1}E't SAFETY REQUIREMENTS REST SOLELY Alts THE ARCHIMCT OR ENGINEER, 8UILDINO OWNER Ott CONrRAGTOA. 6) MNOM ARE UNDER SEPARATE APPROVAL 7) IF MVLUOt•1 SIZE IS NOT LISTED IN CHART ROUND UP TO THE NEXT LARGEST SIZE. �r• � �. ►/ t� '�,� .f 8) AU. 'BULLS CAN BE USED WITH ALL PRODUCTS, SINGLE HUNG, PICTURE SYEN MULLS AND H US 1AL r24tLER. .r ', ,f" ' ,rf' �' Coin an TAI M t HORIZON MULLIONS ENE -T5 NOTES 1Nu�€ r 4 EVATIOtINS AND GENERAL \ TES • as rs,�a� f#35 N. C swt9 `feet, Su110 G-2 REH514Y LurE C oc r u c NTS GENi0050 0 32455 w 259 32�. !� JAI-b4Q_t7�8 p� 5k+�0$O.t?t 4 OF ] SHEET NO. , I t \1V7 � `_I . r' SVRP Lot6-Btoc UIL *U EMBEDMENT 1/4" SPACE M. x. 1445 MULL TUBE MULL SIMILM FOR ALL VERTICAL MULLIONS HORIZONTAL TUBE v MULL CUP 1320 CONCRETE OR CMU #10 SELF TAPPING BY OTHERS 1447 NULL SHOWN SMS TYP, LOCATE TRANSOM &" MAX. FROM END FRAM> i 447--2, 5,347, 5347~2. & 16 MAX. O.C, 5547 & 554 `--2 SIMILAR THEREAFTER v 10 SEA TAPPING 3/1$" OR 1/40 PIA, TAPPER MS TYP. LOCATE SEE' CHART F'4R TYPE 6" MAX, ROM END I / - - PICTURE VANDOW THEREAFTER FRAME SILL SHOWN 1 447 MULL SHOWN 1447.2, 5347, 5347--2, 1447, 2 1/2" MIN EXTERIOR & 1447-.2 SIMILAR EDGE DISTANCE ,� EXTERIOR SECT AAA PICTURE WINDOW FRAME JAMB SHOWN PICTURE WINDOW MASONRY INSTALLATION FRAME HEAD SHO1�N w 1 t/2" MIN. E1/2w 1/4° SPACE Max. EXTERIOR INTERNAL MULL CLIP VERTICAL MULL 1445 SHOWN USkO TO CONNI±L WITH PW JAMBS INSTALLED ANY VERTICAL TO NORIZO{ TAL/VERTIC M, HORIZONTAL MULL TUBE MUI_� G ER 1320 S 1" 1448 MULL SHOWN VERTICAL MULLION 0#12 WOOD SCREW SEESIMILAR FOR ALL CHART FOR QUANTITY VERTICAL MULLIONS 'd zx WOOD FRAME HORIZONTAL MULLION BY OTHERS SHEATHING '� ____ 4 ___ ___ * 8Y OTHERS # >w 1447 MULL SHOWN 1447-�2, 5347, 5347--a, , 5547 5547-2 SlMiLM • � . Om an o exa I�p` HORIZONTAL MULLIONS G05 T5ALU1IIUM C N A-�A EXTERIOR 1320 CLIP INSTALLATION DETAILS W{ U MA5Ot RY t ê} FRAMING INSTALLATION �1 r,aoR t� tiofi sl4 R, , S 18 q& prtp I.c iir ,535 v. C vte eet, SO* G—�S NTS � srcK DAI : r ' E�JG0 LL ?# Iva a osy Ut-6Wt7V$ tig 321-N,C•t �W .. 2 OF 7 SHEET NO. t 7 . 1 SVRPtot6 Btu EXTERIOR 1445 MULL 1445 MULL EXTERIOR HO R1 Z 0 N TAE/VE RTICAI. TUBE MULL CUP 1320 HORIZONTAL TUBE MULL CLIP 1320 EXTERIOR SHEATHING 1/4M SPACE MAX. 1/4" SPACE MAX. BY OWNERS 1 1/ ,. MiN• N d 4 E BEOMENT 4 w O w 1 3/8° MIN. N 2 1/2" MEN EMBEDMENT o E0GE CONCRETE OR CMU 3 DIs AANcE 8Y OTHERS 1TRAVE ,lIBY OTERS CHT OR SCREWSEOUANnTY 3/16" OR 1/4k 0?A. TAPPER SEE CHART FOR TYPE $EQtQN D D FRAMING INSTALLATION MASONRY INSTALLATION 1.. Coto of`Tcas HORIZONTAL MULLIONS 6005--T5 ALUMINUM 1320 CLIP INSTALLAnoN DETAILS WOOD MASONRY t. u f'o a► td�os ► t5�� s, Co {rclit Suct'l, $art s� 2S NTS (;ifwfV©450 SHEET NO. �,fAi�• � Cse'!a'{a.,i eft ,�ct'•pn tr4�253}S �tw:w iit-i�d-�76! ray Sty-�-fta6 3 OF 7 f It '4 , I , ' t ' ,1 j 7 ' 5►, .`', ,, 1. SVRF-Lot6-B 1 3/G" MIN, EMBEDMENt 1 1/2" MIN. 1 )/2" MIN. EMBEDMENT EMBEDMENT 1330 CLIP WOOD SCREW 1330 CUP SEE CHARTS 1330 CUP 1 PLATE WOOD SCREW a SEE CHARTS4 / \ / TAPPER d 1350 PLATE `� 133p PLATE SEE CHARTS U 2X FRAMING 8Y OTHERS CONCRETE OR CMU ' BY OTHERS " CONCRETE OR CMU � SHEATHING By OTHERS 13Y OTHERS BY OTHERS CAULK £BETWEEN BUCK ANID CONCRET>: 8Y OTHERS `' MULLION TUBE JMULLION TUBE BUCK AN BCONC E TE -- MULLION TUBE w 1/4" MAXIMUM 1/4" MAXIMUI�i & 1/4" MAXIMUM O SPACE SPACE SPACE ECr1ON A--A sEerIaN A-A 1330 CLIP INSTL I.CTI N A--A 1330 CLIP INSTL i 330 CUP INSTL MASONRY = FRAMING 2X BUCK -d ____ * • r.. Cola of T ex LP NQR1ZONrAL MULLIONS 6OO5.-T3 ALUMINUM 4330 CLIP INSTALLATION CETAwLS ROOD MASONRY • F) a��°P 'tio t � {a '� 9 18 06 X535 K, - e�f <4t. Su•te ATS tiEN0050 SY1t f 5lO.Y DATE' _ G-, 3 tti'' f t Cart K a"JfC►=;eF pS !?2t-l9C-tlby P l t 4 OF 7 SHEET NO. W7 . 3 SVRPt6Bfcic WINDOW WIDTH WINDOW WIDTH MULLION SPAN MULLION SPAN WINDOWS UNDER ANCHOR TYPE SEPARATE APPROVAL C CLIP 4 r1 l jl ANCHOR TYPE D --- ,TD �" HEIGHT CUP - �# `nf WINDOWS UNDER Z SEPARATE APPROVAL 3 e B e Af MLjLu4ty SPAN WINDOW B B HEIGHT WINDOWS UNDER SEPARATE APPROVAL ANCHOR PE A � TY fr CLIP A O " ECR..Tw %1N0OW SEE CHARTS SHEETS 8 AND 9 I t aNTAtlVERT)CA IAt1IIi(x! ": DESIGN PRESSURE AND ANCHOR SCNE0ULE FOR T k V1TH t'.DMQyNSOMS SEE CHARTS SHEETS 10 AND I I FOR '� MOTES: DESIGN PRESSURE AND ANCHOR SCHEDULE 1 ALL ALUMINUM EXTRUSIONS ARE 6005-TS ALUMINUM, © 2 CONCRETE COMPRESSIVE ST,REN4rU UGHTWEIGHT HOLLOW BLOCK ro QUALIFY STRONGER MATERIAL. 3) FOR ANCHOR TYPE AND SPACING SEE SHEETS 8. 9, 1O ANO 11. 4) PROOUCr AND INSTALL TION CONTAINED HERE114 COUPLES WIT1i THE 2004 Fl.OR₹OA aU1LDiNG CODE. SEE MULliON CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCH+EDVLE. 5) rail+ RESPONSIBILITY FOR SELECTION OF ti+ NO41M PRatwets ro t„EET ANY APPLCA&E LOCAL LAWS, OUILOINQ CODES, OROiNATES OR OTHER SAFETY Rt:QUIRE}ENTs REsr SOLELY MTH THE ARCHITECT OR (NG$NEER, ,8VILD NG OWNER OR CONTRACTOR. 6) 'WNOQWS ARE UNDER SEPARATE APPROVAL. � 7) IF MVLlON SIZE Is Nor LIS€ED IN CHART ROUND UP ro rta£ NO(T JF�n ttr lARGEST SIZE. ,Com asp of Texas LP 7, 8) PLATE ANCHOR TO BE USED WHEN TWO. THREE-OR FOUR ,+ ARE VERTICAI AL. MULLION 6 S--TS Al CAN DE USEO WITH MULL CLIPS 1438, 1439 AND 133O. LEVATIONS AND GENERAL NOTES SEE S1iEEt 7. , c9) ALL. MULLS CAN 8E US1:A VtiTH ALL PRODUCTS, SINGLE HUNG. PICTURE I� t R . 18/00 *thI?OW At O HORIZONThl. R0LLERS [I r 1 I arC.`a I.C i rs Qomo"V4rFt#*I, Solt" C-A,CATQ ? 'xr • dPJ P+oa J41-146-NNI rto, 31t-ii4•�? - 1 ( , , SHEET NO. .,` r lt , i t , e t ' ,t/( ,ri •�••, SVRP Lot d-Btoc 412 Y OOD SCREW SEE 2 1/8w MIN. CHART FOR QUANTITY EMBEDMENT SEE CHARTR 1/4" OIA. TAPPER 1330 PLATE A.NCN{?R SSE CONCRETE OR CMt1_ CAULK BETWEEN WOOD FOR TYPE SHEET t NOTE 8 BY OTHERS 8Y 0TH SONCRETE CAULK B£Tti EEN Q SHEATHINGUP Q 1 M114. c EMBEDMENT EXTERIOR SHEATHING � � oT-�IRS BY �Rs VERTICAL TU13E MULUON 8RACXET 1438 TO 8E USEo WITH 1100/1900/ 1 N SPACE 1 x OO LT . BYOTH£RS 1/4" SPACE MAX. 1970 SERIES /4• MAX SHIM AS REQ'D. 1350 PLATE ANCHOR SEE SHEET I NOTE 8 2X WOOD FRAME MULL CUP 1438 BY OTHERS MULE CLIP 1330 1448 MULL SHOWN 5 �1 e-� 1448 MULL SHOWN 1445, 1445-2 MULLS SIMILAR 1445, 14A5-2, 1442, 335 CLIP INSTL 5347, 5318, 5347-2, --C 5548, 5547 & 5547-2 SIMILAR SECTION CC 1438 CLIP INSTL VERTICAL tV8E MULLION BRACKET 1330 TO BE USED WITH 1100/1800/ MULL CLIP 1,T30 1970, 1450/1550/1570, 5300 & 5359 SERIES 1350 PLATE ANCHOR SEE 1448 MULL. SHOWN SHEET I NOTE 8 1445, 1445.2 MULLS SIMILAR MULL CLIP 1438 c a EMBEDMENT .� ; SHIM AS REQ'D. ° s 1/4" SPACE MAX. d a 4 q a CAULK BETWEEN SHEATHING AND ANCHOR CUP C v CONCRETE OR CMU BY OTHERS 3/116" OR 1/4"#12 CIA. TAPPER WOOD SCREW SEE SEE CHA(�r FOR TYPE t o CHART FOR QUANTITY 2 1/8" III.1. j Q� r=le�ral`Mr SECTION A--a > 1 330 CLIP INSTL cam an 4f T x .� 1350 PLATE A�tCHOR SE'£ VERTICAL MULLIONS 6005—T5 ALLIMINUR SLEET t MOTE 8 TI A_ , 1438 & 1334 MULL CLIP INSTALLATION DETAILS 2x wQOo FRAME , l�. RvC st¢,t' a t+a 1 38 CLIP INSTL 1 Y OTHERS r �. ''$ ►4 s t8 Os EXTI+RIOf2 SHEATHING �. 1333 N. c �s+iet, su7: r'zs ra<�a NTS GENOt749 C3Y OTHERS c � 5111 GE1�rlON CATg Q � •'32935 1111 f ..:•. t2SA35 Saar.sxl.es,a-i7Ci i4r }xt> . t)t4 -- 2 OF 11 SHEET NO. t,l: I i I SVRPtot-6Btc 1I1I * J - 1. tJL.. Ujjj - --- - - 112 WOOD SCREW CONCRETE OR CMU 2X WOOD FRAME SEE CtMT FOR MAX. 13Y OTHERS SEEgCHAR2TITTYPEdGA. TAPPER BY OTHERS QUANTITY USE ADDITIONAL ANCHORS ONLY IR% REQUIRED SEE ctw r L CAULK BETWEEN WOOD ° /8" MIN 1jIIIJ_T EMBEDMENT c B`t OTHERS - �� IX ti't4OD BUCK. .. BY OTHERS 11jJILPACEMJMAX. 1/4w SPACE MAX. J HORI2ONTAL/VERTICAL TUBE MULL CUP 1320 EXTERIOR SHEATHING BY OTHERS HORIZONTAL/VERTICAL 1445 MULL SHOWN TUBE MULL CUP 1320 - GTIQN �G 1445-2, 1442, 5347-2, 1320 CLIP INSTL 5348, 5347, 1448. 5548, 5547, 5547.2, 1 447 & 1447-2 SIMILAR 1445 MULL SHOWN 1449-2, 1442, 5347--2, I HORIZONTAL/'VERTICAL SL T(QN- C-- C 5348, 5347, 1448, 5548, 5547, TUBE MULL CUP 1320 1320 CUP INSTL 5547-2, 1447 & 1447.2 SI.MRLAR Ii USE AOOITIONAL ANCHORS 1/4" SPACE MAX. C III ONLY IF REQUIRED SEE CHART O III HORIZONTAL A/ERTRCAL III EXTERIOR SHEATHING TUBE MULL CLIP 1320 v a BY OTHERS 1 3/R3" 'v!RN. 'd EM13EDMENT / J1 / 1/4" SPACE MAX. G , ---.. .. 9 m 2X WOOD FRAME I3Y OTHERS 4 4 � ° J F el -"--�---- 3/1& OR 1/4" DiA. TAPPER ,.; 1 1/2 MIN. 4 SEE CHART TYPE EMR3£DMENr Q CONCRETE OR CMU ______ - I - - BY OTHERS f/1 x}12 WOOD SCREWS� T(QN A-�A 1320 CLIP INSTL � 1 SEE CHART OR MAX, � . QUANTITY l CQm1anYOfTeLPr. CTIQ VERTIC L MULL;ONS 6005--T5 ALUMINUM 'F 132 } CLIP INSTL 1320 CUP RNSTAI..t ATRON QETAILS WOOD MASONRY .�""`". ' �p °x � R� L. oa o7 os arq uc ' Ss3s N. +red!Nicest. su3c. c-2s ac NTS GEN0049 SYw at ts�vrr cam• GY t R•c4i .pr�da 3,2s'S A4 ? JS xt Jtt•4SC-t7�t! r,, - . Off' 11 SHEET NO. Sv r, B 12 WOOD SCREW SEA CONCRETE OR CMU CAULK BET EEN WOOD 112 WOOD SCREW SEE CHART FOR QUANTITY BY OTHERS DUCK & CONCRETE CHART FOR QUANTITY 1 X woop BUCK BY OTHERS 0Y OTHERS 4 4 2X WOOD FRAME iiiBY OTHERS 4 uI 1 1/2" MIN. EXTERIOR SFtEATHiNo EMBEDMENT 0? OTHERS 1 1/2" MIN. MULL CLIP 1439 EMBEDMENT VERTICAL TU€3E MULLION 1/a" SPACE MAX. 8RACxlMr 1439 TQ aE USED _,._ WITH 1100/1900/1970 SERIES PLATE ANCHOR SEE 1/4" SPACE MAX. SHEET 1 NOTE 8 MULL CUP 1439 SHOWN PLATE ANCHOR SEE MULL CLIP 1330 SIMILAR SHEET 1 NOTE 8 SECTION f—C 1439 & 1330 INSTL P 1448 MULL SHOWN MULL CLIP 1439 CL; 1445, MULL SIMILAR MULL CUP 1439 1448 MULL SHOWN 144,5 MULL SIMILAR f LATE ANCHOR SEE CTtQN C SHEET 1 NOTE 8 1439 CLIP INSTL ; 3/16" OR 1/4" O . TAPPER SEE CHART FOR TYPE 1448 MULL SHOWN 1445 MULL SIMILAR Q 1 3/8" MIN. MULL CLIP 1439 EMBEDMENT 7. 4 PLACE ANCHOR SEE q .� SHEET 1 NOTE 8 d VERTICAL TUOE MULLION f/4" SPACE MAX. BRACKET 143 To 8i~ USEO CONCRETE OR CMU WITH 1100/1900/1970 S CTIQN A-wA BY OTHERS SERIES - - 1439 1330 CLIP INSTL EMBEDMENT w EXTER OR SHEATHING "`"�""�' ,.• 8Y OT"HERS r ,t .• • VERTICAL MULLIONS 6005—T5 ALU?,,INUM 12 WOOO SCREW SEE ' CHART FOR QUANTITY ,` 1439 & 1330 CUP INSTL, CL:TAaL5 tiY00p MASONRY 1439 CLIP INS '!. _________ -± ale, c '" ► NTS ► 35 M. Ga sott. +st< Sutle C_ GEN0049 sYu � ' Mt£ stir ak r(f,J 3 ) rrc uc -. - tV SOT it SHEET NO. s ' SVRF Lot 6 Block 1 ' ' i�tGENERA,'INSTRUCTIONS W6'a � � •A"DEC'(0 Poi utt on Era a re0a&9. tar sratctc'+l a prf{d'tand ta:'ts lean fie a d sa8fsc36q k' y'a lnt'3 as W' scrq icLat7p m+g.�t cry Ll ��(,[ `Wwcsts�sdriatcxvrC tkumSttskm F ?� rs6rhk t bb'd " t yr�grYaxtydwvdeYReE�s Nxt�claa'C €�ixxctwcA = wi 9 -it 0 .$ s3 rz�tUP Qt ' !En, i�oa^> s a-akrrnaid,s iti p Z H i N t!L a 9 aux^',mR9e. Ast G A c+ !Ic -d o !S C i L E' C rdtt sty q* r4l ad path ecSr to t 4(1 L 1,wb t d.. '3I; C orrysisLDrrdtaM fr bBr�EYaAaliy dds set! awi• -4 . t g n!.k aC Pact Sissy a a a• a acs rY rw�c 4r s- P bR�at s�nr gflF aN or sacs:t�adu<un erns a pks at n rr k t an ur ur C! i SENTINEI!t GA NATFitikt S s H!N o L a s wad d₹.tt sa u!resat iv r era d av Q a Q�p rn,n y�a •, •crvtiavtar4 n c4 c' ea t ac�ncr.ndit c�s klQ 9 rya r:r as vac CORPORA15OH J N tt L ! desk Fi f xt Eta E f(wJk b a14 tls�&t 6F ktayr-i n atrs-ic try.T .I u1t 5F$ s tgx a ts1 Odx t Sec' 1 avd Apt 30!*at tr ate!wib!ca at • Caxat your k Dc u t ry a a efle n 4f1 g1 u r rdna L > aCcdes Sa E5s1 fskxs hx f Ya au Erpan Y Eaaar r atfia s far k s..fir]t yymttfmr-tilt urwy�jrx-t Srtb a!rF.YC'!�p+'4'�t-idr'Ps3M',aax(a rutr Ps W�s d aided Ile W411 xxrt A bt ies^zw a l sl,rcura. •10A45 ARD A V4lTLEP story AFrt.KAT Q's$ Far root sfoPss vas •tAbFliLA�tfd rs�Y,--44nt'fa . 9 tFu k dx toad steel at •r(ti; suthn) test(dr W 1%aA affu"iral.b.4 t se 4 eia�xed ix1 dd fit tj•'t d`W'9 wt Par C d S4r R{ad xx Ae f 41U$ XYQSURt ! tC •roeta Ftda a;f "$'rpf't1F Mil Find �iHD r l r .s •4 Erbudrtrr144* vc xF5tSThtK�>n�d xu m a y �r,a'4 *i i '4' r1.6 to n"A of least a ei a wind APPLICATION IN TRUG TICIN '*MRESIY;� 0S�IVA lvnlSAMr d�a< A� x t l tW4 bwotx s t wlr s to sx x xr ass d{; tatut t +t se ec�a,cxrava earn r�l t em es a Sty tips�xta',ta ate yon app stdaave'o#sr9- 4(is 1txuT ict loaE a s5e< e zn'e a st erPasd b aeaRate rii -al.x f t •ASF CLtE xit 1 Fa at s'4+ tap ac`I..&fit cagy Is 4114 s 411&*t4 sr �!nuy reesr scat Wus b t damn CST18 C4565'M I or II. four Hail Pattern English Size Shingle_12•x 3'(305.914mm) Sdt-Sal/\4k it s un6ertepmer t Standsrd Slope 41 33 nm m) e rs i Undertstmeat Lc'a SloAt Yt7 4'12 tkTmm a3 mm1rn r — f Y-2 t-7 i 3 win E# t Z-bt 2(' £Let ssi[ �!d aaGu-Imeat Czar wr,A as d i u, w t hpPtfcatts!d us€arlyFaid sad atti Cnl bj ca at tl t ''I 4w nab lum �xNRr�a tlwit 9NT- arecadGfs' ieS taYeYd4rCa, assiS fista3e� 0had! topsa r--orb - �� a� �� ,;�`*s �� --Yn fasletr PRaba d seat elk-tr c s fastO szk a C( C'Ptsattr h Yi R or wi9aae,-qt bys•'tinfes��d arearofasF Ptxwsardart tdz% a np�t`d5t3Vr >ils4txgei r6caf'Leak3urmrbfsswtx iwa3rr3jkc3ystdh[rata6acrfll9e'yd tataeeteataumylEof6kMCartYarYa LWGrxrFrat�b 'E x t tX}F is ce lout!darat rm cash m;st a sq vs r at« hJ azr(1p w iJ ar¢ax₹ea d'2Jt $4.awiv �e E�ct ey a rn 3 Y(,ac ni and r a 2t tsl2 i eI d.4s $ 4 os hsa+. (41 Cron)*z d Cx irzA a Cry, a duns a emt dues ati t esyt , 2 ie!of 5txs-A'ae' [htTAYF Foss Kx nrFst NOT tt Sel-Seat mot vv a nine"'gas ar�.yra�r FV 1.Y4 k`a:eL aM&A tL .. lRd tii�ar. k32R M\LCxr?r�vim•"•f �..f �k�aa6� _..�.�.r._� - 3 4� _ T•' `y,� ,lam" "�J•� Require A Six Nail fastening Pattern? :anal yaaaata� �— use Brie drections above with the fornfow rlodifxata' ,.�.Ha t m Replace the i mar two faS`.eting locations with _ ' (tae rc cv as�+s , z Place two fasfeers V(229irm)from either ends t (25mm).a4(lace too a d tional fasveiwrs 14•(356mm)i slerttnd .•1 ttiwa as a» Asrj ' ai dazz mw:.a oFnei . .(25mm). aocal�caxo a- a. a'•. sar cs.,rrove O F-- Q U_ J ,r Second end Sutase gtmrA Courses Hip and H s Watt FlasAtn Sfarler CG BFT59 First Cowls +r s art e t secxd cn s tit,!stiff's to has!tat rc,m wi Cart.4 tv Jr Ise GAI!!C es& s.'n^•sd a cure$ceza taxl theca ha s sd g t Ded Rod to Pert eat Was} -&. 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"�''�' �<"ra'"`wav sti�p;es yw+dr t smaudt sa'ati��!:mst 5e d stirica<i to a:e floe a�31 t14sa,a pest s y.tt�y.rwl Pak t a5c e hyf�dr - 8 8-Str'�es 500 15.2$V'44 avx No.M i1PS'M wtxa Prxaia hs4 i o.t".1 am aeup a snnus Steam"th'v!cw3ei euiir,p bss od st.Ftryks d eyed aid susud +s`a+ul+aw,mod c ?!strt as netted.M.da surt,a sttxzAk ads Gr+e wood sma Y r sersary fatal dOutitliF xd to m rim Ctrs A ratD. f"i;*aS.rt k tu,(�3h r egt as xop V5taBariY rdr A uy d�x tldi�t0 Y�tfYVN1Y eY`+! le;°u r!'nHfmrt a lea a.4 gradd•r+F.a mp5e ab'.li�Sam dsa R✓S4.t6 tm"vs�+n x x rnr g"x M Aq AI' Mart txtr'.d e:teui:mY duo y�a r45r 'a go V i, rv,�tSs data Wl M4r a Co'oI'lost C554'a9e4 SVRF Lot 6 Block 1 TH v&flUk(# GENERAL INSTRUCTIONS FtOCit OEGtt9<Fa usr on:apt n nr wwh�nr red rpm=u+ r'rd.armed desk tr Cst ra^a-t d say-ssarrqst:s selis EG 8t n,rirxfed wqb eah%pa Br{{sZavz t[kr .at D a�cus ai p eypao- Toa t ra ma."ay �y iartur surtae a¢dasfrt a3 t'r SarY at#y a€4radA sttfiY �xd ddNtir4 d raaaunxirkd 1 FC yam ik cd Axel B Eht s ar 4 t 2SnwQ ad3 i3t3:�t3r'ttt}a1 hnDs aa9H trd anxpi�t w';xra i(xffi t isQ k r ed am 3etisi toss flan tJ.+32't ar Wh1x£�'.# S s vet�L9;t p' 9a i 'rx a,t ::t tt>JfN.AYkFE*iP ,arx earwalt ,y L c4 iawrt- mf d dress tea af.` to pa runs�°a[1$ d tht s,'mrp`a- IytryG4YC dodfAk A� a � ,�lECTTnWknuw3o ►« ad p.�d p d Q l&Mi ANCotoGAF tr OTEMALS / / ■ 5 rrt a oCORP ATIQI# j /'■ ■ C Pam VA;W-, w st₹tl cAvat lF tra�r xoho raystd t�aay:edq k s •ChtiR37 be G9L0 4Yfr%I m -*d Wes#Yab!aU EfA f h tto 3- rem ttiM Myp is m erilyaxt b �S p ,Qed Oa:tM S m 1 aid&x# shag 5t adbA ad a i sct Et fe J a D'edilz".ftd itfYta^.u• uRFPACSSik�q}1Fff,i'`4.'y18td hDa ssaEk a' K h 2ea'Ft- of see WE;d ftes fur GAt tta'arkk Ca putz;anY tee:marnsxfad ana fw Cs apdk rYrwsd.it rani be s-e'a atA fat,'a#z+'t aafludet. w9un d&at adhaslat •FAVU xl:trod a beWv that sal t momTs d" am:u'sd oral a MA.4.9ARD AND STEEP SLCPE AFPLKW?0N*S f tr rwt cpeaWUV thou eY sA=t112;m &t«ad a cT ch sral ro^rp cals eh f sob k9 ice, •tt r krsnrj,-,at tad tld Y0T vss ca iir4t sib w },stt[,a seine a oaf be tmad by 7firf((2znr!# Fastetxs st ace(x' pwxtra a at&asl Y pmm) `wM sea6 .Agor a 7es sG �&t is Fes.a�?0!t�a. r-eked Ca'as d Wi.' t:ae ad'.tt a oflod 1n.3S ar kst thco:5111 tht Dd Itch Fb c+ei!-4 be 401"Milk W" abed da 9tbw ia Yfidt 2=xe aWYQ.'[I41 -%4 nt a*Ce Dx"kil 51TW *fk did' Of dg ati D, d.rtsry%1 Ca a the aRa,Rob;alsrets w!tsrkn! b the be. ae9dCK testsm,r:ak tsattar44'ta sueareakrnradmta xd •EMPUStcd5ft27m�� un to ecte(be a uau p ewe sFJry es acre be hale rake (s a WIND •THROUGH VENTE,AIwN:AA roof stvctd=ea rw be Drar4zd wA Crriph vart&ea its PPLI �TIC�t1� IIVSTRJCTIUNS014 ta,}�a �drti�faa �.Yap�¢Y. ttrci t 515 0 SEALitaiat TStsa 51e a tsvt a speraitfrrmal xa arx ace xaA ntaK a a r rod w y[Fe W a Rat,-A F A'*S v r-.ftvj xo C t&'. a!E 'tot arsr as7 a K n'aidf t A a n afal i R } •Not#CG-�RO0M vETAt! ED iE9 RL ya ra Gid kF K rats D the dfpta pft d ifs t M f a r5Ar day d sat uii to�p SWpa y ai pks a e dsrc d dt fix,t-s a g�g deft rba$bcfa t a u a•'t not iA'7d f0 alC,7as sw s e zrgesEYte►et I t t roll •ASPWAI.T M INF Fa MASTIC CLM£ art a,be'e td ei ',*Mid to cfcae to A$n1 se a.i pea t, a. La ser u: r t tyre tar_nes cecafci 3450 Trte t e a Four Nail Pattern English Size Shingte:12•x 36-15i'16•(305 x 238mm) i Undertrymart Staradud SFope-iYT2(333rnrrtm)!x more Ut rtaymen Low Slope 2i12•4I2 t6Tmm 333mm` ) +----tr-ty ?f 5 3` m 7-is 355rs ► I sages d ae'Jttat i cy tom dde�c1a with pit k%d tr rtl pit R i?zv WemA �a Un'4td d afar mat scat euv tzkta cC tt e Gak as t two ( ) 4 wrrues Eva o. esnJ�idt to W fd- t is pmt xd!r�ev�vtd Of srm yet tagts d rd t as shown€ix d ilY`idugh ro c urCa ta7rt mt La pba + r _ L_ "' Fast rer musbt NOT(of?�rM t6ge,of 4 a `+n`a rci tmc�dr t 66 �use ,faF ya a�scd'O dfiae 4 to s td by ah r t5r d n r1 a ea t tar soya x eaves and wf an i e errs cad f7—F-i "(t3 Eararn► r t t 2 2-v2'(13-E=t;ran) — I ,a_ dpub p Y op ptlom st a pf hmyte a c Fe �t v t k a Gfit r � to paw vre rr w M«&w nG Cep u8 d d ka a b r trst a mp4 a e tarq t s nd Lqr (tpranJ r Corr Ex r lass must?r8rhanQ tx coded M 38(1 Amm}and¢x e d 24 tBlQrany r fir a R e4 rd 2f(640mrb 5eyuad tie ruses rJ.rs.�� Shtr�,4a;fit,rdd'ayrrsra �;{ T© 8St£(T_._ ._______-._ rtt°a�`ry t " _ 51 un} To f ors vmtsi Sh�k d f>7¢s w mow► o ..va• l vet dnl £ c Fa�z.sgn,aa�'a sat 8m'wr. �o-mansr Lcr� - __ -- (dScPdr n7U'a'IT bE CXjA?"�c3t1) _ 2 -- - x n5xa vt t�wF -�.^"'" 3w -se as o i,.� (� �r r., .. rice ngys u. ra sy x tot . �3J Required Six Hail Fastening Pattern? For»ds»v e�asnew»• (j) Use the zc ions above with its foiiowing rriodifcation —' rarer t.o P� mr . Z Replace the it r taro fastening locations with four faster1rog piacements. ,,.w►� Any as �°�" easy " j > ayeaaeeayt anmpdmoffidnaq► St(!am kart tyg rna1A►+y O z Place two fasteners a'(203mm)from either end+,`-V(25mm).and place a O w two additional fasteners 15'(331 mm)from either end+1-I'(25mm). �'`'� Q 2 Startee Course Flrst Course 4 Second Course c Third Course 6 Fourth and Rernoini Courses Q Z ffi �uS t a of ca in a seco K3 tc,:a as shown Tnia 8 (t52na rJ t ss pe x d p» J Trm t t' zr fee Cr p sh e d ra a rss lam tad at MCt d sld. gyp'# 3 Sys wed ama:ae nu≥t'i se- '�W posh wah;tC s?az[ar tourist.S.'drpas Ray~.a (' . 'S aka Tim t r•,5h an track#sstr' .gyp:is cSe co t' f<atd#fde crth ru'#sts. s a:ass a'Q' '>i�af.P066A stst>pks i<t'g saemd a-4 ,tfa aM.,^??ush wth f aGtass t`r rod. the rod. M axf su0seoa a a!i:ses reyeX rs a a Syr ffi rtar aha'ffi 6:id tree Itt to r jW 0(' IO#ft.DO 90T Ay sN,'ts suss n ap U rod&,-L this d by rde&WutS.Thin re&j%rti a 5.12Tttan S atSr'U[4wY Iron Sk¢1. W ay- ,A sWsrs a ks«�,e prote1un can ca A an tx:arxt toad Wrm on Ca roe an7 c cv 5,m3pt Al stet!ges t }hurt 'wt pa h:l wncA J across lg rout a cal Lasshad-er 8 causes m cl�c parafet atpra-rKd K9h �-1 —' rx'.El NaT� its maY bt!md tram slur - (� ti e .set' tot 7 r tia< snot.S'drt at eke r`°"" c %U• z roc lear.,a rn�br^ic�rs e cs 'a rscrco.s— may" '4 z�a ��n ) 3 k�u LeT•t m�II i �.! PLN tN'rW Yi`(omAtl x ,� ::: ,r£F� y� �y�: s � �.:d�``"i" V J (� oe.Y a a r t use .. �- a D% a! .sta`f c .`�'`-N✓� Csa'a `d %" �� �. N a<mV+raY k+sc gad rra ` Trw 4ts a+r at a:tW ay.�a .gym.n..i ra c� Tana-{ ,amilk-era ss � we:amwsa. ,�•_.^. .�,:w.:r i' .",+caC C— Z r vti+►ac sa. Tines rar.a 4.am � a ut saes sC Note,a a tietuYy rrote seaLyl a ply s'k eL 9ecasa d Ibe 1tUrd Of 7 Mp and Ridge 8 Wag Fiashirig(Sloped Rod to Verticul Watt) (9 Chimney Flashing YaCay Constrvci on-Clcaed Cut k4 w ar tieMt Ws CVaad aRuC3road ra are wtd.7tst& s$w3 be CIA at ta?d Far 1k�^1�yar REfrst ass Ip and Rhjt Sri tea Cd as Sho1Mi Ta ttemi 1.Fardks s`.tatcd rid tt d•opxrt as nest st:a-:6f stump(tae n Adt to sepa'a�sti.'les by drpwd{�s W IT (aa d i d T Tt7P asp d P:kfyt mars 2p S.r _ b eaSi (aver t pe ar o.'�nrl D.Motf. sxaanq-n. a-sit va.,.r •.,aa to r,a d fL-$.f rrCars}a a do,d;t tayXpf4aEoa d Udvtse flip#fiidpt Far death arp;; �tx a.,r-,r .n,n„ + s ` 2 tk carelt 5:'tl: :�ot ran euBy LY brttan to m-0 wratlgr a duet ea�as damaged lii not stut wars A4 d uresa d prsctd Wq 6 t ski^} a wed ca,fiwe carom lac war ��'°' dovbh ld;ksa.faao a arrg tvrrd a srrpfi ap,Yrr �on saa7rn lwsh racy hrom }- ,�"+ r `.rs••.ak.""�do w. s • a t ted 1118'f 5! �,,,. 3.N spores rr4ea3 must W d Cass A nl1't- vb 5r0 mind di't f va. .n a anx.n.r a a.aa ga ShMM ha i t MvrK mtub a ea-frtaur.m W if*S!v (A3 C) rtnr,a e•e,,rad3c►r. a a �°`�a a,°"n',s an iM wr'ar and use oat t;sain ve Swtia d cafes mt to be dot sc4rd .�,.+ z ;;.,. �r e,. 5taryi3es r oe pra&ctad frow7ter scored atp3 sat.Do cwt std trc.Y steaitt z 0 '+n � :: '-::::\1\ Jp1a4e t o•ax vt n w afi a•q ,+wt fi .yr sax oll prordi.ecr . � m. �` a3 Rio tioo4in _ ""'" t, - '°"' y oa a 5a.4 s?tiny s an la•e•rai;a Rau. W xW a Cue SW d foc��.aided d 6tad ai r — n-, ` ( t,+.,� �t'�anai 1"M,and iL°SE 5a4m'e a�q pA Yet ma:c+Q,ste�eA rig wtf]it ckaa d ai tIId5a '_ sso�yya�eqas ruyzxw- .��gtCos uw ae Stsurtsw staytaa rtzrrat • • wdsasrao3 m^actra asnantfeaCO lire`s. a a tt� d SHEET N0. . • ' n:•'a +—a rains,: g'r�*. p t F sale3a6.Fm»aLkY shove 5arxCas kY I-Gs—A f r usis Zt t Oar ar Catrlr s D � w+ .ea D rorke an Slueq sae bt a cvwd sh to wSta coca}kz33 tRvd as axedtaQN siruadh Stith.T'!'s c�cf.rdea eat6+p bed dd sRJgk!I eaw:3,id ra.is.tad uSpi5rq cat wend rd struts at uciw Mali sur`aea s.Teath ed Ace bid wood Ate 8 aeersarF tit Rap.rdarsprned Is ma:nLa Cm A tatl:p. 2 t'-b,,ea a,et nos. IW mQ W",Y A nne des LTO18 mmmi7 sts'bb ,rC.ca Ms Si,i 'c�t'+xi a# a t*r �rSe• Cmtu c a t be 'y GM a was, CJr7= La r,tN)vSk r`a Yr'A1'1v'RuY.!Y1370 V R LUt6 BI j545 1 /2k' - \LJEIII1 DOUBLE V- • TRIPLE 4" APP1 0V 0 EXPOSURE THICKNESS DESIGN PPPROV D EXPOSURE: T71CKNFSS t3�5fGt1 �100EL:S INCHES 1.003 PRESSURE MODELS INCItES 3-•003 PRESSURE IRF,IS I Ot), 10 0.042 PT3� 12th 12 O.O4O .P 6Q.{� P�F ,. _. .. �- 64.X0 PSG 26.6__PSG. + 60.0PSF + 60.0 PSI= T MS I OS 10 0.042 F PTS-1 ZV �` 12 0.040n v 30.f}-._Pu5f PSs I tOPI 10 0.0 9- + 600 PSF PTA i Z 12 o.�aa� • 600 P5f MINIMUM 2"X 2" CONSTRUCTION GRACE �--__ PSF 30.0 PSF MIXED SOUTHERN PINE OR EQUIV, PSS1OV 10 O.XJ42- .� 60.0 PSF _ _ A 26.5_PSG WOOD OATTEU STRIPS LFP10H 1O 0.042.' + �t/0.^y - , LFP 10V 10 0.0,12- + 60.0 psr �- 26.6 P5l O SIDS: f VIBY' ]P EAVE r2�Ji`JT' �1�,4 ()F F�W� �'tITFt{lUT FASt,� � � _ �_: L __ _ _ a - \ F FASCIA►. r GALVANIZED ROOFING NAIL RO OWRtu1JC 1 LB" RING SHANK CIA. '-- ``— rf�I wc� l�1�3�i p t rraruc� :; art •jGltArl�(Wyk U) r� f ) - (CIA* 1 1 2 I_Gi1G. s •• �. ci cct, .0 � i4aor ��2��5 R ttixv-AA 10" Q.G. TI 1R 1 TH NIL i 1E HOL :ctl"t ► - � .�L tt� x v ' t�,u Lc 'tllE WOOD JOISTS. I�.iII��I�r1t.Jli{ WOOD t5 � ENOEDMENT IS 1 ;3/8" _ - Alcoa Building Products I __L PART: INSTALLATION DESIGN DRAWING FOR VINYL SOFFIT 1 FILE rt. :l . : 1I.GFQII" IT 4/99 aY f>! � ; •� `� / SHEET Eta. j- � ____ I N 1 C 5/13' (5) P1.Y PLY000 A' 1411�1z. Sif}1ft� A - �. nutcrl L S1p1Nr �b1ER14 ci -�' ��€0 541JI1#Itti pttiE [CON. I FAS111,10 10 C0t3C.R11E GLOCK WITH .. Y {#W 3/L5 1J PC0N 0 12 O/C J_ tu lbtq.t .s1 tata�.Pke;4 C„_ f `" n (MD � �� +.. ...�}�..--_: �g}y�,��{, ,�y�y�yr �q�.�yy ��-�a �y`�s� `C�jryUQy"i.a0 {{e�fl}Il�u �+'P.V(MD D a 1(MrfY+F S l�F 11`VLS€ /.f�1i�t4 �F�+i:rf'-i#�..)i b'4?/4[� 1A0 1Lt �aqi t. �R sys M0CU.. i tCHES • ; 0 C ooi - DW--40 14 4 $12 0.040' -46,6 W MC0-a.10 8 4 1/2 0.040` ;3U.i PSf 1Hl4-40 a 4 1/2 {x.040' -46.6 PSF C `0-40 8 4 1/2 0.042` - .2 P$F k4C--40 •8 4 1/2 0.4406 -46.6 1 v CAvq.UCD RO4}f1tiC t4 1/& HJ14O Sf V4,x Dik u -40 ti 4 1/2 0.042 -16&6 P ' t____ 5 9 4.5 1/2 . O040' -.91.2 P ' L4 41 ` Q.C. rtMV '{NC tkAt H04 4� 3 4 1/2 0048' -46,6 11140- 45 1 4.5 1/2 0,G443` -3f4 P`SF 14O1l5 & 11-C >+ STUO5 I-- -' -.-- - ' 14 1 3/4 t D1I ; W V--40 4 4 1/2 0.048' _1 6 1v 11B0-45 9 4.5 w/2 0.042` -36.2 P�..1" siv-44 a 4 1/2 0.044' --45.6 PSf !UPD--45 U 4,5 1/2 Q_at4' --30.2 P5J LFP--40 13 f 4 1/2 0.044' •-44,6 PSF 410-45 1 4.5 3/4 0►.044' -eO PSF' rU1t-40 8 4 5/8 4.042+ -4.5.€. E OSO--45 9 4.5 3/4 O.O46r --80 PSt CW-40 U t 5/0 0042' -46.6 P3F z Qj m l2> - 14� 8 { 4/•4 0.044' -80 Par 11C0 -50 10 5 1,f2 E).040 —4S,6 PSG' t Q OS�•40 8 4 }/4 0.040' —80 PS>` C'trO•-54 10 5 1/2 0042` —4p 5F I-- C 5IN—D -55 10 5 5/8 0.04-4' _45.6 F5f •` STUD 'r !L UL0CK 1/ALL LD55t to 5 S/$ O.t148' —44.6 P Q a IIW-50 10 5 1/2 0.040' 46.5 PSf : E ,mC!-50 10' 5 5/8 o.04EV -41 5 P5r tUti 10 5 1L2 —45.6 rrl�ivc r Tu z t#�0 10 5 1/2 0046' —45.$ 4 i Gf1�CP J. rtOiF5: a c �c ^{�+ cJx€ o 1) . LCOA �.AIL .ti SOFHI Pa 000013 MC Mic. P Gi4 Jt a't}R4O1A1f1 c t 4 . ,. i1 ` z 1�1E4 54 10 1/2 0.042 • —lb.b F`!'0 COUPM-1O lEE111-•C r3R G(r;EEt3ai#.' MC Aa t2ClIREI Qi1 or 1r = -- WtI.* 1 0 14 5 5/8 0413' -44rr.& ASU.1 0 Jh79.. R S 10t 1'/ $Ct 10 f1r0 CO{4 vtlt 5. =_-�" 2) )MLS MM MO 1111 tO RECD MfrX St43r1N: /� 114'" ' 1.551 10 5 5/O 0..04$' -4-5.6 PSF CRECK£U FUf4 M CiUP.1L MUf.C`f. CA.4CKS . iO t UECIS T1(A€ •V.. .; C-r c4•tA 1tf( Q1tKt Siwi. eC a{11tnMw. j(titt.jft v (M-90t4 10 5 1/2 0.04/ -�4t,3 PSF 3) MM.. 3 S1-I.AI, OC �TAJTR PI0GFFD °.(x114 ASPIRT SAILF..41C1) Fitt f/Q.D T .—_ - O1' HOT 1 1144 14 /100 $<4. FT AS.CESCRO(D IN SECil I 1: • 4�t-�50 t) 5 5/8 0.042* -44.4 P`F 2741.6 (0) of THE S li 11.,0A*A Qtfttt}M COQE ≥_._.. .� -U"---- ---- 3/4 '. 4) 1,1 E s( IT GH10t( RC'iV. rU / s IU T t� ee M� ins o id `c C tl . 10 5 Jf4 0.04+` 8+0 �S�` Sfuf.L flE OE„jsft� f A. REptSt'CAEd �1tC{u1�ct t�� Et+GattE�a G X50! t4) 5 3 !1 4}.1X44+ 49+} p5F -CO C 0 E SM 1 ROMA $VWWC 1:000 M) 114[ g /. l 1pfe4tUN AC�1i1t14EN UM OF DOS tt{A1ir tt L a) 1t4STr11A1{Oti O rKE Stp 10 / St3MT .9* 1 CE.asm F'F4401.'CTS AL—COA voca $C (, nE 1t# AccoRanict 'i11C1t nic wo. 1fi .ucma s mo r _ nx AP 1 U St4sixrttrt of n1c 50m4 1top ButxtrC COM PA,41. , •INSTALI TION DESIGN A REMSED 13 ' RICHARD MIME 1o/99 DRAWING FOR VINYL SIDING IiietiA1W0O1 rid 1 FILE Pr ME-. ISK53-- 1 i DADC SIDING 4/99 ar ' GAG DAI : 4/15/'9 fktw {�8r4 �.- ( 2?Jhta y 11 ft�. it +ri9tani O�t� . SK.-- 53 1 B r .r�4 1'.�§n1k_Ir1k !4 1Y C . r I N2 SVRPtot-6Bfioc '11CIrU' 'fl'W Installation of�SSB96a roof vents should coin- ply Withall local standards and regulations: cAUTiONs use appropriate safety glasses, Installation of S$396O roil vents°should corm- glove and other equipment to avoid injury 'Master ply with all local st Qlwds'and re Wotiona ._ . Addin an ss60 çAUTIQ Use ?ppc priate safely gIasses,. r peak t>o Shed Fats gloves an o ?er equipment to avoid lnfury �er�atc�t Deaterttt�ne�the igcatlon of Vents: aitadek,,rnslmcti '+ ' > ' ' IrLspeE Lieltty tV ctetini-ge the Ia.atrau of rafters and other q ` •" . o obsitcucns tlp ,lSenly ear the roof vents along the width of the or a oo "n ';! t Ioof IIg ilk'loeallorr of 311 I4of Vents bzfrare Cllttnn hole S. C. r - s be[W ert the rafters within 2 from the peak of the 1" et�ter the hole, ���: t ! ratters rof:Mark t in" uelatar Qittlii e for the hole on the top of shin e ..' �`` fleterinine the ioi atio_ta of vents vigas �' crreVCS (Flgur $) Ewnly par the roof vents a1ontg the width of the roof,rinarkiiig rl ets the location of all roof vents before cutting holes.Center the holes Figure 5• Figura 6 t tweea the rafters within ''frpni tl pea o the tool,Mark a 10° CO,and prepare the opening: areurrons Usin a s hiife cut away the shingles(Figure 6A .Cut through Figure1 • Figural circularoutlinefortheholeontineroof.(Ftgttre1) g -h P 9 ) �,. tI heath in u ung a r eiproc.adng sate(Figure 68),Carefully . remove the rot ring trails Within 3'ofthe hole.Cut the shingles at the Cut and prepare the opening: �; �x g top of use hale to 3ceonnnaodate the shape of the roof vent.(Eor Cut the holes in the sheathing before app l m shin)es.Shingle up cffilmr= increased}weather Frotectibn:on new construction or re-tooling until the first full course of shingles coti`ers d bottom of the hole. tom applications,use an 1S ?c1S piece of GAF Weather ti ateh•or Cut the excess shingles away from the hole,(Figure 2) (For � k, GAF 5tornn(Guardd Leak Barrier,Center the leak barrier over the increased weather pr teetton en new construction or reroofing Figure 6 • Figura 6 hole.Remove release film,press into place and cut away the leak O x rX applications,use an 1$ ' i8 iece of CAP Weather\yatch'*or barrier spanning the hole.) 1 e GAP StormCiiard•Leak Barrier.Center tha.leak barrier over the hole,ftrnnove release Win,press into place and cut a. ay the leak Figure 2 •Flgura 2 barrier spanning the hole.} Po"itiolt th"e vent: Apply a gen*rous anoint of silicone,roofing cement,or water- � �. prabfcaulkixh''tothe p.iinieter of the hole. (Figure 7A). Slide the Position the vent anti Had the vent into place _ vent into piace,beneath t.te shingles ensuring that the throat of the Tie top of the SSB960 has an up-arrow formed into the dashing. » vent is centered on the hole(Figure 7 B).The shingles should Make sure the vent is in proper position, Naul the.veil securely into oerlap the top half of the rent flange. The bottain Iial f of the -- --_ place,spacing the nails every 4"app aooand the perimeter.The Figure 7 • Figura T venf('s flame will t ,xpO cl on top of the shingles. ria should 1 front the edge of the vent ll ri e.Seal all seams _ anti nail heads with net approved ealSn1k such as silicone,roofing Nail the vent i�tto face: ennenr or tint ate oo f can lkiu , �i ore 3 P Figure 3 •Figura 3 ' g ( _ Nall the vent into place,,spacing the nails every 4°around.t . �� F peril tern of the Vent>The nails should be I'hi from,the edge of Complete shingle installations -. �. n . the vent Mange.. eplace hails in the shingles as necessary to ensure -- ontrnu installing shingles,o erla ping the flange on the vent: �� _ t -� a pfopei'se;n1.Use siliror�,roofing cement,or waterproof caulking, the shingle around t top of vent to match shape ; `�.�` ___ __ _ to seal } ell nail"3.(Figure 8) (Fture4j __ _ _ -- �, Figure8• Figura8 Figure 4•Figura 4 NOTE In C�rrert,orty the GAF ark • cilia/fly You Call Trust Since 1886_ s-- NOTE In Cana on l. ly to ana C7 ualit You Galt Trust S/ice 1886___ unbedin-logos are raptaed i adsma ks gg sti 7aderna ks- y fr"olrt North Alrter/ca's Largest Roofing front North t Allterica's Largest Flouting NOT&RdamFn e I�non ores rJa_ if y � � Timbe line irps are ra ed c Timbarine ammarcasr isles an Ca a1a and Vynt/iatI0!! Majizifacturer N0TA:Sol an e ice nornbrea de Gsf 9 1 Tn,belire m aonam Care asre- 1111(11111(1dent/4!t/o!t lt�1a!luhrcturer g!auadas en RE AAC!UE se js es nom s GAF et REt!a QUE:Sews as rams t at mberire sons des marches da, GAF Timberlre soul des marques de GAF.w !.AL3 c.nene iecasesau ado owonATION t canmerce d8pvseas au Canada CORPOftATOtI SHEET NO. IN3 SVRPtot-6Bt c cl/i")! // / / / j.fI J/ /1 . ` / sue, ,-- ` 4] -/ - - S. LJF , ' i s w • � _ ... _� C Sai' ate, t.4 13 — -. ..... H L s4 as • 1 :ç ' ! tTi t .,_ �, u cy5 ^ cis - . cU s� tit : !�r 1 4y crr-� , ? 'c - = c �: � �. ear g +4 rs e.. . rrraaaa , - '� y... '�i � •N r-+r► !� F af f1 W fJ .tea 0 V L7 c?1 ,t3 �s] � s� S}y} 1 ,sy ' w. yr. � ' .` t �.it °F•- Ms L . SHEET NO. IN4 SVRPtotG-Bto :uu1 __ __ r / ff / , tiff O 00 r ; '2'/J ___ j t � o fl # P �� e.+° is r ii H`� � °� "°• .� ' � +"! � err � �: � fl �_ �� �JS 3,, ;�-,� JJ .53 c � .`c3 .s o O�1cj1 s' ' S � j {/5 SHEET NO. IN5 SVRFijot6-B jc SIMPSON STRONG-TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida# A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU66 Adjustable Post Base FL474 Approved Products List ABU66 Post Base FL1725 Anchor Bolt Wedge All FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 State of Florida CMSTC16 Coiled Strap Tie FL1901 Product Category Sub Category Manufacturer Approval# 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 H010A Bolted Holdown FL503 Panel Walls Siding Alcoa Home Exteriors, Inc. FL5538 HDBA Bolted Holdown FL503 HETA16 Embedded Truss Anchor FL1901 Panel Walls Soffit Alcoa Home Exteriors, Inc. FL5543 HETA20 Embedded Truss Anchor FL1901 Roofing Asphalt Shingles GAF Materials Corp. FL183 HETAL16 Embedded Truss Anchor FL1901 HGA10 Heavy Angle FL1423 Roofing Other-Roof Vents GAF Materials Corp. MIAMI-DADE#05-0909.02 HGAM10 Heavy Angle for Masonry FL1423 Roofing Other-Ridge Vents GAF Materials Corp FL197 HM9 MaHesoyn y ur caneTiedcTi FL474 Roofing Metal Roofing Marlyn Metals, Inc. FL5204.6 HM9 Masonry Hurricane Tie FL1423 Y HSUL Skewed Face Mount Hanger FL1218 Structural Components Other FECP Corp.Cast-Crete Division FL158 HSURIL26-2 Heavy Skewed U Hanger FL503 Structural Components Other-Concrete Lintels Lott's Concrete Products FL 5092 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 Structural Components Other-Concrete Lintels 8" Commercial Concrete Products(Quality Precast) FL 1774 HTSM16 Heavy Twist Strap for Masonry FL1423 Structural Components Other-Mullions-Series 1442/1445/1446 General Aluminum Co. FL7555 HTT12 HD/Tension Tie FL503 Structural Components Other-Mullions-Series 1445/1447 General Aluminum Co. FL7555 HTT22 HD/Tension Tie FL503 p HU210-2 Hvy Face Mount Joist Hanger FL1218 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL7555 HU26-2 Hvy Face Mount Joist Hanger FLl216 5347/5348,5350/55 HU28-2 Hvy Face Mount Joist Hanger FL1218 x HUS26 Heavy Joist Hanger FL474 Structural Components Other-Precast Lintels Wekiwa Concrete Products, Inc. FL 1418 HUS26-2 Joist Hanger FL474 HUS28 Heavy Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL572 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 �1 HUSC28-2 Joist Hanger FL474 V a LGT2 Light Girder Tiedown FL1423 v w LSTA18 Strap Tie FL1901 Windows Fixed-Series 1100/1900, 1450/1550 General Aluminum Co. FL8164 7 LSTA24 Strap Tie FL1901 Windows Fixed-Series 1100 TDL/1100/1900/ General Aluminum Co. FL8164 LSTA30 Strap Tie FL1901 a LSTA36 Strap Tie FL1901 1970, 1450 TDL/ 1450/1550/1570 o LTT19 Tension Tie FL474 Windows Fixed-Series 5000/5300/5350 General Aluminum Co. FL8164 LTT2oB Tension Tie FL474 Windows Horizontal Slider-Series 1180/1480/1980 General Aluminum Co. FL8175 o LTTI31 Tension Tie FL474 LUS26 Joist Hanger FL3750 Windows Horizontal Slider-Series 1180/1980/1990, General Aluminum Co. FL8175 Masonry Screw Then FL2355 1480/1580/1590 MBHA3.56/16 Masonry Beam Hanger FL538 META16 Embedded Truss Anchor FL1901 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 FL1423 1450/1550 11570 MSTA24 Strap Tie FL1901 MSTAM24 Strap Tie for Masonry FL1901 Windows Single Hung-Series 1140/1440/1540/1940 General Aluminum Co. FL8359 MSTC28 Strap Tie FL1901 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL8359 MSTC40 Strap Tie FL1901 MSTCM40 Strap Tie for Masonry FL1901 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL8359 MTS12 Twist Strap FL474 MTS16 Twist Strap FL474 MTS18 Twist Strap FL474 MTS20 Twist Strap FL474 MTSM16 Twist Strap for Masonry FL1423 PHD5 Holdown FL503 PHDB Holdown FL503 SDSXX1 i4 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