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HomeMy WebLinkAbout36111 Shady Bluff Lp Lot 6Plan Review Comments — Single Family Residences 1. F.F.E. shall be a minimum 8" above road elevation or to the engineered site plan. 2. Tie-in survey required before pre -slab inspection to show elevation. 3. Compaction test required if 24" of fill is brought in at any one place. 4. All setbacks shall be met. 5. All appliances shall be protected from car impact in garage. 6. Return air in all bedrooms. F.B.C. M1620.4 7. Ground mounted A/C units shall be anchored per F.B.C. M1307.3.1 8. Lot shall be graded as to comply with 401.3 of the F.B.C. 9. Drainage Plan Requirements must be made: Ordinance #974-07 Section 6. 10. Smoke alarms to be installed per code 313.1 of the F.B.C. 11. All glazing requirements to be met per code 308.4 of the F.B.C. 12. All means of egress are to be per code 311 of the F.B.C. 13. R.O.W. use permit required for all driveways. 14. All water heaters shall have a thermal expansion control device installed per F.B.0 plumbing 607.3 F.F.E. — Finished Floor Elevation F.B.C. - Florida Building Code R.O.W.- Right Of Way PON ALLWOP�SHAL1��� LOR DAB ILDr��':+ PREVAILING COD CODE, NATIONAL ILLS p D NANC 'Q, Ci �Y OF ZEPHYRH ISSUE HISTORY NO. DATE VER DKWN Ly DE5CRIPrION APPVD - 07/ RECEIVED FROM TRU55 COMPANY MC - Od'29/05 RECEIVED FROM ENGINEER MC - 05/24/OG ELEVATION r ADDITION MC OW4" ADDED r ELEVATION { ADDITIONAL CORRECTION5 05131/OG 4.1 YNR ENGNEERING REVIEW OLC 09I07" 5.0 MV V5.0 ENGINEERING CHANCE 5N 7/07 .0-G..1 TW PLAN REV15ION - 5EE D005 5N 3/07 CREATED MIRAMARV FROM IV/G.I UPDATE5 TM T indward Homes 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 'THE M I RAMAR V' ELEVATION 'C' 4-BEDROOM / 2.5-BATHS / 2-CAR GARAGE PLAN # f0625 WHETSTONE ENGINEERING &TESTING, INC. 2004 53rd Avenue East Bradenton, Florida 34203 Phone: (941) 727-1138 dra'h'1''yS, �ie�' sicned and sealed, are These an indication tray Engineering & Testing, Inc has re N d tree Structural structure for conform" COtripane l,a Q,.1y ance wits, !h= ri;,rlda Aesl'2niial Codcural h r 4. ; ertificatlun, irnciusive of arc h te No ota elements ?. Ib �ii'lenslil(ial 3C.r Lr,acy etc. is expresseO ir"Oea. REVIEW DATE CITY C;: - rr_PHYRHILLLS -C,-- DRAWING INDEX SHEET NO. DRAWING TITLE COVER AND INDEX A I FOUNDATION PLAN A2 FLOOR PLAN - FIR5T FLOOR Ala FLOOR PLAN - SECOND FLOOR A3c FRONT ELEVATION -'A' A4c 51DE . REAR ELEVATIONS -'A' AD II I - I a MtUMANIUAL FLAN 5 5TRUCTUPAL DETAIL SHEETS D DOOR 5ChEDULE5DETAILS 4 IN5TALLATION5 W WINDOW SCHEDULES DETAILS 4 INSTALLATION5 R ROOF 5NINGLE IN5TALLATION5 IN SOFFIT 4 51DING IN5TALLATION5 AREA TABULATION TABLE (IN SQ. FT.) LIVING AREA COVERED ENTRY GARAGE PATIO TOTAL AREA UNDER ROOF 2045 128 430 110 2603 PLAN NO. fOG28 VERSION NO. G. I -G. I W DATE: 1 2/ 1 3/07 6 6r D D .41 GENERAL STRUCTURAL NOTES OA (2) 2.12 /2 5YP NAILED d (2) RON5 OF I Od NAA5 Q I r O.C. 5TAGGERM. O(2) 2. 10 #2 5YP NARiD d (2) ROW5 OF I Od NAII5 I r O.C. 5TAGGERED. ISSUE HISTORY NO. DATE VER DRRWN DE5CRIFTION' APPVD 07/1 W05 RECEIVED FROM TRU55 COMPANY MC 08/29/05 RECEIVED FROM ENGINEER MC - 05/24/06 ELEVATION'S' ADDITION MC 05/24106 ADDED'P ELEVATION t ADDITIONAL CORRECTION5 05/31/06 4.1 YNR ENGNEER)NG REVIEW OLC 5.0 MV V5.0 ENGINEERING CHANGE SN .0.6. TW PLAN PEV15ION - 5EE D005 5N CREATED MIRAMAR V FROM IV / G. I UPDATES TM r.09107" I WALL TYPE LEGEND INDICATE5 (1) 15 REBAR IN CONCRETE FILLED CELL COMINl10115 FROM FOOTING TO KNOCK -OUT UMEL (TYF) INDICATE5 5HEAR WALL INDICATE5 INTERIOR FRAMED' NON BEARING WALL 5HADED AREA INDICATE5 CLG. Q T$• INDICATE5 FRAMED BEARING WALL LIVING ROOM 16'-T x 19 b------- C S. 8'$' A.F.f. I (p 1 1 O3 b }PLY 2x6 BUC d KNEFWALL TO 36' NTT 16 ® BA5E H I AFP%W 1x5 WD CAP: SEE FRONT ELEVATION FOR Fri WNDOW5TH15LOCATION b T _ FOYER in I 1 GIGA®8-0' I FRONT PORCH w LtrrL i r------------ i 1 Ao IGx TOV 32 F 1 2'4' �, 8 4' �,I ELEVATIONS - 'B', 'C', 'D' & 'El 4 4ccrTION HECKTHI5BOX IF APPUE5 CA5T-CRETE UNTEL5 OR EQUIVALENT U5E 3000 P51 FINE GROUT (3/8' AGGREGATE MAX.) WHEN 8F24-05 8F24-1 B 8' KNOCK -OUT BLOCK, GROUTING BOND BEAM5 b CONC. FILLED, PRECA5T UNIT5. • • WI(l) #5, TYP 8F 16-0B 8F I G- I B 8' BLOCK, • • CONC. FILLED, TYP 8F8-IB 8'PRECAST, CONC. FILLED, TYP (WITH OR WITHOUT REBAR) • o (1) #5, TYP O O O O O 13'4' OPTIONAL BAY W N J L PATIO PEG. SEE SHEET 11'. la CK If 5 I i5. I SEE 5HEET E/AD2 4'-0' S'$' 12'-& JW 4'-4- A/C COND. COW. PAD I 2 I A4 5H O G$' MD HT O 512E BY MFR. I , AD ---�� fro mo A/C I A � COMP I I OG• C G. ® 4 4 25D O • ■ T4' A.f.F. 1 2 G- HT ■ ■ ■ I ■ POOL/ POWDE BATH CLG. B 8'd' ---------- FAMILY / KITCHEN 9x u' CLG. @ 8$' AF.f. O N F`__ }- I I ________EGRESS_____________4 ------------------------{ I I �(yy//�� OO "l O b 1 i N MASTER SUITE i A A -_ A CCPiTINU0115 = i l m 12-6' a IN-6 l TRAY CEIUNG l v 2868 I I I I ---- 12'- 6'-1 1' 3'$' 2'-O' I i 7-0' T$' I L__ _J N 1 I I PANTRYPANTRYp-r.._-� .. t_ _ (4) SHELF _ ___ _ 56 I A _ . AARCHED TOP @ -P 4- 1 � P668 ■ A � B I APbKT 42.GaRDE S R DINING ROOM b i 1 m HALL W..C. GAN ATH TUB CLG. 9 8' 8' A.F_F. LXr rw OG. 8-8' 2'-4- 3'_4• 4'-4- .f. N AEI. A. A.F.F. ■ ■ 1 1 Q m A iv I 5TORAGE ) R t 5 2868 is 1 56 M A 56 ■ LIVING ROOM 1 oPr LAUNDR+ IG'-Tx 19' b ------- TUB. CG. 0 6-8' A.f.f. _ u 116 1 1 I1 I N I W 3 3.PLY 2x6 &)C d b m - - xG KNEEWALL TO 36' IAff Wl No WD CAP: E - - FOYER HTT16 ®BA5E (2)25 5h PJl ^ 44 FF. A B 2-CAR GARA m N m 30G8 MTL DR W92) 12' 51. 9'-4- 3'-0. 'ia 0-4' m I Y x 22' --------------------------- i I -------- 9--- I ppp ENTRY ■ ■ CLG. VOWME v I '-4' 7-01 " \ 1 A c AD3 I I I i B g B A m I I 53 TYP. I G' x T OVERHEAD GARAGE DOOR 32 FANEL5 W-H UTE5 O 1 2'4' 8'-4' I'-8' 17' 8• 4a-0' LINTEL TYPES / SECTIONS NOTE: ALL PLUMBING, ELECTRICAL AND MECHANICAL SCALE: N.T.S. ROUGH-IN5 MUST BE COMPLETE, IN5PECTED AND APPROVED BEFORE REQUE5TING THE FRAMING IN5PECTION. ELEVATION -'A' ow 9 WHETSTONE EN 2004 53rd CERTIFICAfD/ 25511 WNDON EKG. FOR PY IN MA5T. ER EET EGRE55 4ENT5. TH15 APPLIE5. TH15 V& TESTING, f NTON FL 34 ORIZATION # � 17 2007 HAMOM/v. PEARIMAN PE# 4409 FLOOR PLAN - FIRST FLOO,OSON BERGER PE# 64003 0 A. CAROM PE# 64764 5CALE:24x36: 1/4'=1'-D' IIx17: 1/8'=1'-0' 0 U N a m In N a m \ w 0 m C< 2 w 0 O_ os W � Z 3 - LL F � Ly • rl = S a LL Z a fY O O J ll co 3: L` N O Ofh N CO � z O C. z yE O w Z 9� n > o a SHEET NO. A2 OPTIONAL BEDROOM 3 OFTtONAL DORMER AT OPTIONAL BEDROOM 2 DORMER EKG. SEE MET LOFT PKG. 5EE SHEET P/54 DORMER EKG. SEE SHEET N554F ------------ FOR DETAI 5. A54F FOR DETAI' ❑ Ch 15 OFT. i CHEa If THI5 APPLIE5. ❑ OIECK IF TH APPUE5. 4d-0' I I I I I I I LOFT ID-t'.ID-E' OG. @ V-d W51LOPE '� CEILING LINE o I dam' 2'-4' 1 d-G' BEDROOM3 m BEDROOM2 13'-4'. 10-8• S i 22k36.OG. -- o Id-0'x 10-5' _ O.G. @ 8-9 WSLOPE m ACCESS 'A CIG. @ 8'-0' ; W 5LOPE N V °YvFj '1. CHASE DRYER L i - - > ' b t _ AD I BEDROOM 5 I O-0' x 10-5. N u cLI a'-0' - 1 I N W/ SLOPE 2'-5' 3 10' hl2 3'-G' 6'- CLG. 8' -4• m I d-G' BEDROOM 4 Wow 13-9.I0-4' ONE o __ ZL�. 8'O W5L0�_ _ ___________ FRAME DOWN I I I 1 CEILING FOR 14' AC SUPPLY C O I I I {1)RSS 1 I 1 r A A ; � I I F I 54F I I I I 37J2 SH I 1 322 5H I I I C-0• HD HT 3 6'-8' HD FTT I V-8' 3'-1 d I'-E' 3'-1 O' ; 3'-O' S'-G' a'-0' 5'-G' 1 a'-O' I I I 1 I 1 1 ------------------------------------------------------- 1 1 1 I I � O;TLINE OF ELEVATION 8', V, V t F BELOW I 1 I I I I I I I I I I I I I I I I I ISSUE HISTORY NO. DATE VER DPWN BY DE5CRIPTION' APPVD 07/19/05 RECEIVED FROM TRUSS COMPANY MC 08/29/05 RECEIVED FROM ENGINEER MC - 05/24/OG ELEVATION'E'ADDITION MC 05/24/OG ADDED £ ELEVATION 4 ADDITIONAL CORRECTIONS 05/31ADG 4.1 YNR ENGNEERING REVIEW OLC 09107/OG 5-0 %4V V5.0 ENGINEERING CHANGE 5N 09/27/07 5.O-G. I TW PLAN REV1510N - 5EE D005 5N 12/13/079.1-GJA TW CREATED MIRAMAR V FROM IV / G.I UPDA15 TM ELEVATIONS - 'B', 'C', 'D' & 'E' 4vCHECK THI5 BOX IF OPTION APPLIES GENERALSTRUCTURALNOTES Oq (2) 2,12 42 5YP NAKED 4 (2) ROWS OF I Od NA:L5 @ 12' O.C. 5TAGGERED. O(2) 2x 10 42 5YP NAILED wI (2) ROW5 OF I Od NAIL5 @ 12' O.C. STAGGERED. NOTE: ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-IN5 MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. WALL TYPE LEGEND INDICATE5 (1) /5 REBAR IN CONCRETE FILLED CELL CONTINUOU5 FROM FOOTING TO KNOCK -OUT LINTEL (TYP) INDICATE5 5HEAP WALL F INDICATE5 INTERIOR FRAMED NON BEARNdG WALL SHADED AREA INDICATE5 .. CLG. @ T-8' INDICATE5 FRAMED BEARING WALL ELEVATION -'A' ❑CHECK THIS BOX IF OPTION APPLIES WHETSTONE ENGINEERING ING, INC. 2004 53rd AVE E/8R34203 CERTIFICATE OF # 9298 p HAROLD . P4099 L. JASON BERGER PE# 64003 FLOOR PLAN EgEtORD"PLi0- R SCALE: 24x3G: 1/4" = 1'-0' I 1 x 17: IV= I'-0' O R 0 U N m L19 "a m o { l- O¢ W� 52 C G � 2 rri O w 0 g 3 3 z O U W . €© 5 a Z 5 (L of O 0 LL m o z O O Lu Z F- Z W Q Ix a > o a SHEET NO. Ala ""Irz sPACE. SMOOTH TIXiORE STUCCO FINISH, TrrcAL WINDOW OPENING DORMER DESIGN SCALE: 24x36: I'=1'-9 I I x 17: 1 /2'= 1'-0' ISSUE HISTORY NO. DATE VER DRWN DE5CR)PTION' APPVD 07/19/05 RECEIVED FROM TRU55 COMPANY MC - 0&29/051 RECEIVED FROM ENGINEER MC - 05/24/06 ELEVATION F ADDITION MC 05/24/06 ADDED F ELEVATION 4 ADDITIONAL CORRECTNDN5 05/31/06 4. 1 YNR ENGNEERING REVIEW OLC 09/07/OG 5.0 MV V5.0 ENGINEERING CHANGE 5N 09/27/07 .O-6. I TW I PLAN REV15ION - 5EE D005 5N 12/ 13/07 . I -6. I TW CREATED MIRAMAR V FROM N / C. I UPDATE5 TM +39. I 49 RIDGE VENT .. .. _. 12 5EE DORMER DESIGN, 7H15 511EET ------- / a 2M FLOOR CLG HT I I I ,. b 6' SMOOTH TEXTURED O BAND. EXTEND 2'PAST �.. WINDOW ON BOTH 51D`.5, I /_ _. V ALUMINUM FASCIA. MKA TOF Of MASONRY \- 5MOOTH TEXTURED FIN150, TYPICAL � 12' SMOOTH TEXTURED BAND, TYPICAL ITHH b 30 PORCH RAILING. m TYPICAL IN (3)25 511 MULLED 3068 NITL OR WI(2)12' 5.L. +35.2 W/ 6' SMOOTH TEXTURED BAND W/ G' SMOOTH TEXTURED BAND +35.9 38.6 -39.4 ENTRY DOOR 5117E MAY VARY. 5EE 5ELECD0N5 FOR ACTUAL DESIGN oo�aasao ®®®®®® ® T OVERHEAD GARAGE 1 32 FANEL5 WITH LITE5 BANDING ALL BANDING TO BE 5CORE CUT, 1/2" WIDE x 1/4" DEEP WITH 5MOOTH FINI5H IN51DE 5CORE LINE5, UNLE55 BOX BELOW 15 CHECKED. WHEN BOX 15 CHECKED, REFER TO RAI5ED BANDING CUT SHEETS. DENOTE5 DESIGN WIND PRE55URE5 FOR COMPONENT5 AND CLADDING (P5F) Efl ELEVATION GENERAL NOTE5: 5TUCCO: 5T000O FIN15H APPLED PER A5TM C 926, TYPICA. 5TUCCO OVER WOOD `RAM.: 7/8'(3}COAT 5TJCCO FINISY APPLM PER A5TM C 926, TYPICAL OVERPANG5: 12• TYPICAL EXCEPT G' Q GA5LE5. TAILCUT5: 50UARE, U.O.N. ROOF VENT INFO. TYPE QUANTITY LNEAR FEET (M N.) RIDGE VENT 45 FT OFF RIDGE VENT5 - C� U N m Na m O 5Q Q CIS 0 O W 3 Z O_ a F Q W J W H Z O cr- LL N O Q (STONE ENGINEERING ESTIN . INC tO 4 53rd AVE E TON FL 203 � Z TIFICAT C �ATION 929 z o FIN. FLA (REF.) _ I I 1 7 ik O W k--4---4 O O 1 wo W Z `WISH GRfJE a > o a +32.9 HAROL EARMAN PE# 4 36.6 L. JASON BERGER PE# 640 RENATO A. CAROTTI PE# 64 FRONT ELEVATION - 'c' FIBMCLA55 5HING:E5, TYPCAL 8' SMOOTH TEXTURE:) BAND GO'DIA DECORATIVE FOAM 112 MD I MEDALLION CEA:ERED N GABLE VINYL CORNER TRIM 6' 2ro F'-OOR TOP OF MASONRY TEXTURED STUCCO FINISY, TYPICAL, U.O.N. INDICATE5 [ OF JUW-7104 BCX ,DCATION FOR OFT. COACH LIGHT, -YP. G' 5MOOTP TEXTURED BAND SCALE: 24x36: 3/8'= P-0' I I x 17: 3/ 1 G'= I'-0" . SHEET NO. A3c ISSUE HISTORY NO. DATE VER DRRIA N By DE5CRIPFION' APPVD 07/ 19/05 RECEIVED FROM TRU55 COMPANY MC - 08/29/05 RECEIVED FROM ENGINEER MC - 05/24/OG ELEVATION V ADDITION MC 05/24/OG ADDED ELEVATION 4 ADDITIONAL CORRECTION5 05/3 I/OG 4.1 YNK ENGNEERING REVIEW OLC JA 09/07/OG 5.0 1 MV I V5.0 ENGINEERING CHANGE 5N 09127p7 .0-G. I w TW PLAN REV15ION - 5EE D005 5N 2/ 13A77 .1-G.I W TW CREATED MIRAMAR V FROM TV/ G.I UPDATE5 TM RIDGE VENT / .. ..... .. : ....:.. �: _w....> 2DOR CLG FR�ii _� _ FIDERGu55 B T t 5111NG1f5.11L 1d ft TYPICAL - o G' ALUMINUM FA5CVs TYPICAL , . _„ , VINYL CORNER G• TRIM, TYPICAL 742.4 TOP OF MASONRY TffWRED 5TUCCO FINt5H. TYPICAL m Q 2007 W NDWAW 1,0MC5 .tnoq.:Tea PIN. RR (REF.) 12)2000 F�9 _ _ _ _ _ _ _ _ _ _ Ate. b.. FIN511 GRADE I'-4' GABLE 5ET BACK RIDGE VENT I FIBERGU55 I J 511INGLE5, TYPICAL �... 12 8� TOP 12'5CORED BAND b Tn FIN. FM 12 B _�e ---]I REAR ELEVATION VENT 41.0 112.4 42.4 -42.4 1 2rd FLOOR CG HT VINYL 51DING MR'IYVIX W/ — — — — APPROVED TAPE AT ALL $FANS I OVER 5/B' PLYWOOD G' ALUMINUM FA5CIA, TYPICAL b Fo VINYL CORNER TRIM, TYPICAL _TOP OF MASONRY p r----1 -42.4 42.4 I I I I /'LINE OF OPT. TUTURED 5TLI000 I / SERVICE DOOR FIN15H, TYPICAL, U.O.N7 I d) I I � I I Q 2007 MNOWWD ^DW-5 I 20D0 F a Foeh A hV.cts. Irc. +39. I dD d + L�42.4 IF --- 2M FLOOR CG HT 'ANY- SIDING OVER T VEK' — — W/ APPROVED TAPE AT ALL 5EAM5 OVER 5w PLYWOOD b G' ALUMINUM `A5CIA, TYPICAL V NY_ CORNER TRIM, TYPICAL - ,TOP OP MASONRY Q 2007 WNDNARD HOA4125 ,x raw.Towr _ ArdRrcts. kc. +39. I 42 41 — RIDGE VENT 12 B +39.1 42.4/ TEXTURED 5TUCCO FINISH, TYPICAL, U.0.147 \ 3011 PORCH RAILING — +39.1 +37.� -42.4 -40.7 RIDGE VENT 2 6.5 +39.1 -42.4 I' 4' GABLE 5ET BACK I rE_I -.i...a FIBERGLA555HINGLE5, i--i TYPICAL it 2 I �B ll — - _ TOP OF MA5ONRRY 12' SCORED BAND b ^� FlN. FIR (REF DENOTES DE51GII WIND PRE-LJRE5 FOR COMPONENT5 AND CLADDING (P5F RIGHT ELEVATION ROOF VENT INFO. TYPE OUANTItt UNEARFEET RIDGE VENT 45 FT Off RIDGE VENTS — ELEVATION GENERAL NOTES: 5T0000: 5T1/CC0 FIK15H API, IED PER A5TV C 92G, TYPICA- STUCCO OVER WOOD .`FAME: 7/5' (3)LOAT STUCCO FIN1511 APPLIED PER A5TM C 92G, TYPICAL M?R ANG5: 12' TYPICAL EXCEPT G'@GA5ff5. WHE STONE ENGINEERING 8 TESTING INC. uO.N. 2014 53rd AVE E BRADENTON FL 34203 IFICATE OF AUTHORIZATION # 9298 DEC 17 P— Ep 44099 LEFT ELEVA a E# 64003 ENATO A. TI PE# 14114 SIDE & REAR ELEVATIONS -'C' 5CALE:24x3G: 1/4'=1'-0' 1Ix17: 1/6=1'-0" 0 U (V a m N ER m Con V-1 m O IY Ii 5 ¢ NQ I..L W Z�� •�� Y©_ _O Q LLI J a W W �e 0 U) co > O l�1 z O O w gZ w ¢ 2 d > 0 d SHEET NO. A4c l ISSUE HISTORY NO. DATE VER DRRWN BY DE5CRIFTION' APPVD - 07/ 19/05 RECEIVED FROM 7RU55 COMPANY MC - 08/29/05 RECEIVED FROM ENGINEER MC - 05/24/OG ELEVATION'E'ADDfRION MC 05/24" ADDED'E' ELEVATION 4 ADDRIONAL CORWECTION5 05/31/06 4.1 YNR ENGNEERING REVIEW OLC 09/07/OG 5.0 MV V5.0 ENGINEERING CHANGE 5N 09/27/07 .O-G. I TW PLAN PEV15ION - 5EE DOGS 5N I y 13/07 CREATED MIRAMAR V FROM N / G. I UPDATES TM T BATH 2 NOTE: 1/2' HAPDIBACKER 15 REQUIRED 24' ABOVE GARDEN TUB DECK5 AND ON TUB FACE. 1/2"HARDIBACKER 15 REQUIRED TO THE CEIUNG FOR ALL 5HOWER AND 5HOWER/TUB5. 39' OPENING FOR 24' OPNG FOR SPLAYED REFRIGERATOR DISHWASHER KITCHEN AT REFRIGERATOR NOTE: PLEA5E 5EE CON5TRUCTION STANDARDS FOR CABINET SPECIFICATIONS ARCHED OPENING ELEVATIONS e 3-BULB WALL 0 O POOL / POWDER BATH (2) 3-BULB WA:1 WM FVPJFfS 42' HIGH M•RRDR, TYP MFDcM CABINET, 1 TYP 1 4' BACK 1 0 5PIASN. TYP it MASTER BATH B BATHROOM CABINET ELEVATIONS ADI KITCHEN AT SINK (V O O p t` F b m SPLHYED ~3C OPc� —24' _ KITCHEN AT RANGE CADKITCHEN CABINET ELEVATIONS I INTERIOR ELEVATIONS SCALE: 24x3G: 3/5'= I'-0' I I x 17: 3/ I G'= I'-(7 0 U N a m N a m V o O m L L 52 g CIS I— z k O U) Z _O H Q -4 S a W J W Of O W Z N O C7 N TD Z O O w ZQ cr W Z J a > o a SHEET NO. AD1 IN5TALL 2.6 BLOCKING BETWEEN TRll55 NEEL5 FOR LEDGER NAIUNG 2a4 PRE ENGINEERED TRi 55E5 5IMP50N HT520 MOLD DOWN I2 STRAP AT EALM RAFTER 8' P.C. 5.5 UNTEL 0. F.F. 6' A UWL 2a6 NAILER WI(3) I Gd @ EA TRU55 85c8' K.O. BLOCK If (005 COW. PC LINTELWj (I) f5 CONT. • DISCONNECT RANGE ELECTRICAL PLAN 2'-6I/IG' 2a413AY CEI'JNG fi FRAWL o 8' PC UNTEL W/ K-19 BATT (1) 15 CONT. IN5ULATION I ALUMINUM 511 PRE-CA5T CONC. 51L DRYWALL PIN. WINDOW SEAT FOOTING UNDER DAY \SECTION @ BAY WINDOW 5CALE: 24x26: 1'=1'-0' 1 Ix 17: 1/2'= 1'-0' ISSUE HISTORY NO. DATE VER D"WN DE5CRIPTION' APPVD 07)19/051 RECEIVED FROM TRU55 COMPANY MC 05/29/05 RECEIVED FROM ENGINEER MC 051241OG ELEVATION V ADDITION VIC 05124/OG ADDED'E' ELEVATION 4 ADDITIONAL CORRECTION 5 05/31 JOG 4.1 YNR ENGNEERING REVIEW OLC 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE 5N 09/27/07 .0-6. I W TW PLAN REV1510N - 5EE D005 5N 12/13/07 1-6.1 TW CREATED MIRAMAR V FROM IV / G.I UPDATE5 TM 3'-6 112• 2'-G I/16' S-0'ND FR So �? 1 G' WIDE SEAT @ 1G'KF.F. T-4- O — — — — A.f.F.---- FLOOR PLAN 13'-4' 1 4'-9 3/5' 8'-6 5/8' A• i I I/ / / \ I 1 JL--------- FOUNDATION PLAN KITCHEN BAY WINDOW AD2 5CALE:24x26: 1/2'=I'-0' IIx17: 1/4'=1'-9J.0.N. I A4 (1114 OP 34/2 5H): 27-1/4'a50-5/6'H M.O. TYPICAL. (WINDOW W/Iaf.T. BUCT5 AND 1/4' 511RA SPACE ALLOWANCE AT ALL (3) 5'DF5 TYP.) FOLLOW WINDOW MFR'5 1N5TALLATION IN5TRUCTION5. L - 7 L—� L_71 I \STAIR RAILING DETAIL AD2 5CALE: 24x36: 3/4'= I'-0' I I x 17: 3/8'= I' -LT 4 5/8"NT .AMB 1/2' OUA1'CTER ROUND, "CAL -\1.2 CLEAR FIR OR °OP AR l7PiCAL+V I/2' DRYWALL. TYPICAL 2.4 KNEE WALL \STAIR CAP SECTION AD2 5CALE: 24x36: 1 1/2'= 1'-9 I I x 17: 3/4"= I'-0" WHETSTONE ENGINE N ESTING, STAIR & B FL # 4; ION a 9� OHM N DRUM Z O o W Z FnZ 3g Ix w a w 99- > o 0- DETAILS21 SHEET NO. SCALE: A5 NOTED NOTE: PEFERTO5F1EET5 R 4LD.PEARMAN PE# 440AD2 A1,A24E1 FORIWOPMATION .6 E R G E R PE# 64003 NOT 5HOW HERE. NATO A. CAROTTI PE# 6476 D 2nd FLOOR CLG FRAME DOWN CE LAIG FOR 14' NC SUPPLY I b i BED -BEDROOM 3 ROOM 2 BEDROOM 4 ZI CL05ET Q CL05ET lD 3 3 '^ Ln O m TOP OF MA50NRY t m 6_� u I� 6=T . m II=T `\`� I =T j FAMILY/ KITCHEN HALL TO MA5TER 5UITE Q DINING ROOM I I I LIVING ROOM 6=T `\\ FOYER 6=T I I 6=T I=T 15 TREAD5 @ 9 1/2- EACH = I I'-10 1/2- eBUILDING SECTION-'B','C' &'D' D3 5CALE: A5 NOTED ENTRY TABLE A: FA5TENER LOCATION i 5CREN5 UNIT 51ZE PER SIDE LE55 THAN 12' EACH 51DE 1 12' TO 24' 2 PER 510E 25- TO 30 3 PER 510E GREATER THAN 36' DESIGNED PER SIDE OR MORE BY ENG. THAN 5-TONS A/C PLAN DETAILS .. -_. \/ V _. _3-12' TWOR F4P CONCRETE SLAB 51ZED PER ' . AIC MPR'5 5PEc1F1CAT10N5. � 1 SOP 4- L PLAN IN50)1UL; a OUTLINE OF COND. UNIT- 114 SCREW W/ GA5KETED WA5HER: ("CAL) LOCATON t NUMBER PER TABLE 'A' TH15 5HEET. OUTLINE OF ICOND. UNIT � \\\\\\ f t e SCREW W1 GA5RETED WA5HER: I LOCATION < NUMBER PER TABLE 'A' i THIS Snf_T N FIN15Y GRADE 3 12' THICK FtP AIC VF 55PE F� TIO ELEVATION 5. eA/C PAD DETAIL AD3 5CALE: 24x2G: 1'= I'-O" I I x 17: I'= 1'-0' AFF AD3eTRAY CLG DETAIL 5CALE: 24x2G: 1 1/2'= I'-0' I I x 17: 3/4"= 1'-0' TOP OF MASONRY — I _ FIN. FLR. (REF'7 1 FIN15n GRADE WHETSTONE ENGI ESTING, INC. 2004 53rd AV N FL 34203 CERTIFIC RIZATION # 9298 H BUILDING SECTION & DET, 5CALE: 24x3G:3/5' = I'-7 11x17:3116'=1'-O' p 17 2007 LD PEARN,A,N PE# 44099 �& BERGER PE# 64003 ff-9—A. CAROTTI PE# 64764 U N a m N a m v � � o � C w K NQ I.L 7� O_ �z Lu 3 J F a w 0 Z O w w co > O � M Lri Z O O w z� w ¢ a > o a SHEET NO. AD3 ELECTRICAL LEGEND SINGLE POLE SWITCH SMOKE DETECTOR z DOUBLE FW SWITCH 3 THREE-WAY SWTCH FLOOD. $• FOUR-WAY SWITCH DIMMER SWITCH CEILING FAN CEILING FIXTURE PRBN RE fPN SCONCE DOUBLE 24' FLUOR FIXTURE W/ DIFFUSER }Y VY I 10 VOLT DUPLEX OUTLET DOUBLE 48' FLUOR. FIXTURE W/ DIFFUSER 1 10 VOLT SWITCHED OUTLET _ o DOUBLE 24' FLUOR FIXTURE 0 I 10 ARC FAULT OUTI£f o yyLL o DOUBLE 48' FLUOR. FIXTURE Iy GROUND FAULT OUTLET 16w WEATHER PROOF GFI OUTLET SINGLE 48' FLUOR FIXTURE 220 VOLT OUTLET BATH FAN JJJO��� ® SPECIAL SERVICES OUTLET BATH FAN WITH LIGHT ® THLET - TELEPHONE OUTLET M ELECTRIC METER ® RECESSED LIGHT TIMES DOOR BELL CHIMES O MOISTURE RESISTANT RECE55ED LIGHT ® EYEBALL TYPE RECESSED UGHT -@ DOOR BELL QO MINIATURE RECESSED LIGHT ISSUE HISTORY NO. DATE VER DRBWWIN DESCRIPTION' APPVD 07119/051 RECEIVED FROM TRUSS COMPANY MC 08/29/O5 RECEIVED FROM ENGINEER MC 05/24/0G ELEVATION'E' ADDITION MC 05/24AD6 ADDED'E' ELEVATION 4 ADDITIONAL CORRECTIONS 05/31/06 4.1 YNR ENGNEERING REVIEW OLC 09/07/OG 5.0 MV V5.0 ENGINEERING CHANGE 5N 09/27/ 7 5.0-G.IV4 TW I PLAN REVISION - SEE D005 SN 12J 13/07 . I -G. IV, TW CREATED MIRAMAR V FROM IV / G. I UPDATES TM aSF O DISPOSAL ® PREwTRE SPEAKER J❑ JUNCTION BOX OT THERMOSTAT 0 ELECTRICAL PANEL ELECTRICAL FANEL IC m INTERCOM SYSTEM Q GARAGE DOOR PUSH BUTTON 000 3-BULB WALL FDTURE 0000 4-BULB WALL FIXTURE 00000 5-BULB WALL FIXTURE 2222 G-BULB WALL FIXTURE ELECTRICAL NOTES UNLESS OTHERWISE NOTED: I . ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED UNE OF THE BOX TO 5E: 12' A.F.F. (GENERAL KITCHEN 44'A,F.F. BATHROOM 39'A.F.F. LAUNDRY ROOM 3G'A.F.F T. D ER'OK WATERPROOF 12' A.F.F. GARAGE GENERAL PURPOSE 42' AF.F. RANGE 2'AF.F. 2. ALL TRIM PLATES AND DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL 5WITCHE5 TO BE AT 42' CENTERUNE ABOVE FINISHED FLOM 4. ELECTRICAL PAN IS INTENDED FOR BID PURPOSES ONLY. All WORC SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LATEST EDITION. BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION AND SIZING OF ALL ELECTRICAL, WIRING AND ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY NFFA 70A, SMOKE DETECTOR5 SHALL BE INTERCONNECTED AND CAPABLE Of OPERATING ON EITHER AC OR DC (BATTERIES). G. ARC FAULT RECEPTACLES IN ALL BEDROOM` PER FRC 2004 ELECTRICAL. OPT COACH LIGHTS 5EE FRONT ELEVATION FOR EXACT PLACEMENT ELEVATION - 'B', 'C', 'D' & 'E' NECK TH15 BOX IF OPTION APPLIES OPT RED UNAI Ir J—_---_---- PKG. AAD54 LJ FOR Orr ❑ Al 1 I I AC wrm I DISCONNECT OPqkjAL BAY&DOW X Bti51 HIS E5. OPT COACH LIGHTS \ _ _ / OPT COAC, LIGM5 SEE 5HT A3a FOR DUCT _ __ _ SEE 5HT A3' FOR D(ACT PLACEMENT PLACEMENT ELEVATION -'A' ELECTRICAL PLAN - FIRST FLOOR 5CALE: 24x3G: 1/4' = 1'-9 I Ix17: 1/8'=1'-0' 0 U N a m N a m v CIO) 0 N I.CL O Km � X2 G C O TW 0 H � ; • LOG Z g a a J Q U F- U w .J LU LA 3 r 0 (N0 z 0 0 w gz w 0 a. a > a SHEET NO. El ELECTRICAL LEGEND $ 51NGLE POLE 5WITCH SMOKE DETECTOR DOUBLE POLE 5WITCH THREE-WAY 5WITCH FLOOD UGLTT $4 FOUR-WAY SWITCH $o DIMMER SWITCH CEILING FAN CEILING PICTURE PREWiRE FAN SCONCE = DOUBLE 24' FLUOR. FIXTURE W/ DIFFU5ER }Y V➢ I 10 VOLT DUPLEX OUTLET ®o DOUBLE 48' FLUOR FIXTURE Wl DIFPU5ER I 10 VOLT 5WITCHED OUTLET o DOUBLE 24' FLUOR FIXTURE �r I 10 ARC FAULT OUTLET o DOUBLE 48' FLUOR PICTURE GROUND FAULT OUTLET yy llpwr WEATHER PROOF GH OUTLET 5111GLE 48' FLUOR FIXTURE I)H 220 VOLT OUTLET O BATH FAN ® 5PECIAL 5ERVICE5 OUTLET BATH FAN WITH LIGHT ® T.V. OUTLET - TELEPHONE OUTLET M ELECTRIC METER ® RECESSED LIGHT CHIMES DOOR BELL CHIMES O MC45TURE RE515TANT RECE55ED LIGHT ® EYEBALL TYPE RECE55ED LIGHT —A DOOR BELL QO MINIATURE RECE55ED LIGHT ELECTRICAL NOTES LINLE55 OTHERWISE NOTED: I . ELECTRICAL OUTLET HEIGHTS A5 MEASURED FROM FINISHED FLOOR TO CENTERED LINE Of THE BOX TO BE: 12' A.F.F. (GENERAL) KITCHEN 44'A.F.F. BATHROOM 3a'A.F.F. LAUNDRY ROOM 3G' A.F.F. FXTERXM WATERPROOF 12' A.F.F. GARAGE GENERAL PURPOSE 42A.F.f. RANGE 2' A.f.F. 2. All TRPA PLATES AND DEVICE5 TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL 5WTCHE5 TO BE AT 42' CEIITERLINE ABOVE FINI5HED FLOOR- 4. ELECTRICAL PLAN 15 INTENDED FOR B'D PURP05E.5 DNLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WTTH THE NAPOHAL ELECTRICAL CODE, LATE5T EDITION, BY A UCEN5ED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE IN5TALLATION AND 51ZI14G OF ALL ELECTRICAL., AIRING AND ACCE55,;E5. 5. 5MOKE DETECTORS 511AU. BE IN5TALLFD A5 DIRECTED BY NFPA 70A. 5MOKE DETEC(OR5 SHALL BE INTERCONNECTED AND BY Of OPERATING ON EITPER AC OR DC (BATTERIES). G. ARC FAULT RECEPACLE5 IN All 5EDROOM5 PER FRC 2004 ELECTRICAL. ISSUE HISTORY NO. DATE VER DRBY4N DESCRIPTION' APPVD 07/ 19/05 RECEIVED FROM TRU55 COMPANY MG - 06129/051 RECEIVED FROM ENGINEER MG 05124/OGI ELEVATION'E' ADDITION MC 05/24/0G ADDED F ELEVATION 4 ADDITIONAL CORRECTIONS 05/31/OG 4.1 YNR ENGNEERING REVIEW OLC 09p7IOG 5.0 MV V5.0 ENGINEERING CHANGE 5N 09/27p7 .0-G. I V4 TW PLAN REV15ION - 5EE DCC5 5N I2/13/07 .1-G.I W 7W CREATED MIRAMAR V fROM N/G.I UPDATE5 TM T O DISPO5AL ® PREWIRE 5PEAKER J❑ JUNCTION BOX TO THERMC5TAT 0 ELECTRICAL PANEL ftECTRICAL PANEL IG m INTERCOM 5Y5TEM 0 GARAGE DOOR PUSH BUTTON 000 3-BUL13 WALL FIXTURE 0000 4-BULB WALL FIXTURE -Q.Q- 5-5ULB WALL FIXTURE D.92 G-BULB WALL FIXTURE ---- -----------------------------------1 OUTLINE OF ELEVATION B', C. T7 4 T BELOW I I I I I I I I I I ELEVATIONS - 'B', 'C', 'D' & IF OPTIONAL BEDROOM 3 OPTIONAL DORME OPTI BEDROOM O DORMER PKG EET .......... LOFT A154 DOR ERG. a54L--F�'A� FOR DET N54F D 'U 7 F 7H O OPT. ❑ THIS OPT r rl APPLIES. i ww r__________ J L_____________ ________________________ _______________i I 1 i C7 I 1 I I I I I 1 I I I I I I BEDROOM 3 I I I I : /LOFT �L(A _ V+me RR \ I I �a�a lut �� i BEDROOM 2 L �I l y� \ I BEDROOM BEDROOM 4 RATH2 I � I I I I I I — � I I I OPTIONAL BEDROOM 4 DORMER PKG 5EE 5HfET I I --------------------- fortoEraLs. � ' ECK IF OPT. I I I I I I I � I I I I l OJIUNE OF ELVATON'A' BELOW I I i i I I I I ELEVATION -'A' ELECTRICAL PLAN - SECOND FLOOR 5CALE:24x3G:1/4'= I'-9 I Ix17: I/8'=1'-0' U "a m uL lV m W 0 N/ O K IcL S' cc G 0 C� G O LL w Z 0 = O � W 3 QQ g AS - in Z g •��7 a a J Q U It H U W J W co > O co M `° a LD Z O O w ZQ W Q d' a > o a SHEET NO. Eta I ISSUE HISTORY NO. DATE VER DRBYN DE5CRIPTION• APPVD 07/1 9A)51 RECEIVED FROM TRU55 COMPANY MC - 08129/05 RECEIVED FROM ENGINEER MC - 05/24/06 ELEVATION'E' ADDITION MC 05/24/06 ADDED'E' ELEVATION t ADDRIONAL CORRECTION5 05/31A76 4.) YNR ENGNEERING REVIEW OLC 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE 5N 27/07 .1 T FUN REV1510N - SEE D005 5N 0 I T CREATED MIRAMAR V FROM IV / G.1 UPDATE5 TM SEGUNU F-LUUR - ELEVATION 'B', 'C', 'D' & 'E' I I I I I I I I I I I I I BEDROOM BEDROOM 3 LOFT (11) > (12) (18) STAIRS (51) BEDROOM (13) BATH (2) BEDROOM (14) I I SECOND FLOOR - L J ELEVATION 'A' FIRST FLOOR NOTE: PIP5T FLOOR PLOOPING PLAN TYPICAL FOR ALL ELEVATION5 FLOORING LAYOUT SCALE: 24x36: 1 /4'= 1'-0' 1 I x 17: 1 /8'= P-O' c9 U N a m N m CIO a� o � n a N O � � M Z O o w gZ w Q 2 EL > o a SHEET NO. Fl D D .41 SECOND FLOOR - ELEVATION 'B', 'C', 'D' & 'E' 0 - ---------------------------- -- --------------------------- u BEDROOM3 LOFT - -- ----------------- n 'n BEDROOM 2 I � I BEDROOM 5 ® BEDROOM 4 1 I I BATH 2 u ---------------- ------ ISSUE HISTORY NO. DATE VER DPWN DESCRIP(ION' AMD 07/19/05 RECEIVED FROM TRU55 COMPANY MC - 0&29/05 RECEIVED FROM ENGINEER MC 05/24/OG ELEVATION'S' ADDIFION MC 05/24/OG ADDED Y ELEVATION t ADDITIONAL CORRECTIONS 05/31/OG 4.1 YNR ENGNEERING REVRW OLC 09A77/OG 5.0 MV V5.0 ENGINEERING CHANGE 5N 09/27/07 .0-G. 1A TW PLAN REVISION - 5EE DOCS 5N I yl3/07 . I -G. I TW CREATED MIRAMAR V FROM IV / G. I UPDATES TM I I SECOND FLOOR - ELEVATION 'A' T- - - - - - - - - - J J I I I FIRST FLOOR NOTE:PIR.ST FLOOR MECHANICAL PLAN TYPICAL FOR ALL ELEVATIONS MECHANICAL PLAN 5CALE:24x3G: 1/4'=1'-O' IIxl7: I/8'=1'-O' V U N a m N a m W O Q � �o �I uj z Q z S a J a J U_ z Q U W OD 3 r 04 O 2 a Z O z g W Q z a a > o a - SHEET NO. m 1 SVR Lot 6 Block 2 I. GENERAL: 1.1 SPECIFICATIONS = FRC 2004 1.2 DESIGN LOADS: TCLL = 20 PSF TCDL = 10 PSF BCLL = 10 PSF BCDL = 10 PSF 1.3 ANCHORAGES SHALL BE HOT -DIPPED GALVANIZED, AFTER FABRICATION PER ASTM A 90. 1.4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER VENDOR -PROVIDED EXTERIOR CLADDING SHALL COMPLY WITH THE FRC 2004 INCLUDING THE DESIGN CRITERIA SET FORTH IN THE FOLLOWING WIND LOAD NOTES. 1.5 EXTERIOR WINDOWS & GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD & BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. 1.6 EXTERIOR WINDOWS & DOORS SHALL BE ANCHORED PER PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED, 1.7 GARAGE DOOR SHALL BE FASTENED w/ MANUFACTURER'S TRACK BRACKETS USING 1/4"x1-1/2" HEX -HEAD LAG BOLTS FULLY SEATED IN PT 2x6, #2 SYP (MIN) DOOR BUCKS. FASTEN BUCK STRIPS TO MASONRY WALL w/ 1/2"0 ANCHOR BOLTS w/ 2"0 WASHERS @ 18" O.0 (5 MIN. PER SIDE). ANCHOR BOLTS SHALL BE CAST IN PLACE 1.8 MULLONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE. II. WOOD FRAMING: 4.1 TRUSSES SHALL BE DESIGNED PER FRC 2004 AND TPI SPECIFICATIONS AND CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. BRACING SPECIFIED BY THE TRUSS MANUFACTURER (INTERNAL TO THE TRUSS SYSTEM) WITHOUT FASTENING INSTRUCTIONS SHALL BE FASTENED WITH 2-16d NAILS PER BEARING POINT AT CROSS BRACING, AND 10d NAILS - 8" O.C. ALONG STIFFENERS (I.E.: 'L' AND 'T' BRACING) AND 3-16d NAILS TOE -NAILED AT END BEARING CONNECTIONS. 4.2 TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE'S (TPI) BSCI 1-03. 4.3 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) MINIMUM U.O.N. 4.4 ALL LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SP (MIN), STUD SPACING AT 16" O.C. WITH DOUBLE TOP PLATE. TOP PLATE JOINTS SHALL BE LAP -SPLICED A MINIMUM OF 48" AND FASTENED WITH 15-16d NAILS. 4.5 ALL NON -LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SPF (MIN), STUD SPACING AT 16" O.C. III. MASONRY: 3.1 MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 (CURRENT). 3.2 MORTAR FOR ALL MASONRY WALLS SHALL CONFORM TO ASTM C 270, TYPE M OR S. 3.3 ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS CONFORMING TO ASTM C-90 (fm=1,350 PSI (MIN.)). 3.4 GROUT SHALL CONFORM TO ASTM C 476. 3.5 USE FINE GROUT FOR COLLAR JOINTS 1" WIDE OR LESS AND WHEN GROUTING CELLS OF HOLLOW MASONRY UNITS, WITH OR WITHOUT VERTICAL REINFORCING. USE 3000 psi FINE GROUT (3/8" AGGREGATE MAX.) WHEN GROUTING BOND BEAMS & PRECAST UNITS. 3.6 CONVENTIONAL REINFORCING BARS (VERTICAL & HORIZONTAL) SHALL CONFORM TO ASTM A 615 GRADE 40 (MIN.), DEFORMED. 3.7 PROVIDE CLEAN -OUT OPENINGS FOR EACH GROUTED CELL. 3.8 ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON FACE SHELLS. IV. FOUNDATIONS: V. WIND LOAD NOTES: 5.1 DESIGNED PER FRC 2004 (2004 W/ 05 & 06 SUP) & ASCE 7-02 5.2 BASIC WIND SPEED = 120 MPH (3 SEC. GUST) 5.3 WIND IMPORTANCE FACTOR = 1.0 5.4 BUILDING CATEGORY = II 5.5 WIND EXPOSURE CATEGORY = C 5.6 INTERNAL PRESSURE COEFFICIENTS (GCpi) = 0.18 5.7 EXPOSURE CATEGORY = ENCLOSED 5.8 ROOF DEAD LOAD: (USED TO CALCULATE UPLIFT RESISTANCE) = 11.8 PSF 5.9 ROOFING SYSTEM = FIBERGLASS COMPOSITE SHINGLES 5.10 COMPONENTS & CLADDING (GCp) (ROOF): ROOF ZONE 1, NEGATIVE _ -1.00 ROOF ZONE 2, POSITIVE = 0.30 5.11 ROOF MATERIAL WIND RESISTANCE RATING = FASTEN SHINGLES IN ACCORDANCE WITH FRC 2004 AND WITH ASTM D 3161 5.12 COMPONENTS & CLADDING (GCp) (WALLS): SEE ELEVATION SHEETS 5.13 MAX. NET UPLIFT PER TRUSS BEARING CONNECTION = SEE TRUSS LAYOUT. 5.14 MAX. NET UPLIFT PER GIRDER BEARING CONNECTION = SEE TRUSS LAYOUT. 5.15 FACTOR OF SAFETY AGAINST OVERTURNING = 1.5 2.1 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO ACI 301 5.16 EXTERIOR SHEATHING: FASTEN 15/32" WINDSTORM SHEATHING TO FRAMING WITH 8d NAILS (CURRENT), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI OR 0.131" P-NAILS AT 6" O.C. ALONG THE TOP AND BOTTOM PLATES, 6" O.C. ALONG PANEL 302 (CURRENT), GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCTION, AND EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL EXTERIOR SHALL EXTEND FROM THE ACI 318 (CURRENT), BUILDING CODE REQUIREMENTS FOR REINFORCED BOTTOM PLATE TO THE TOP MEMBER OF THE TOP PLATE. CONCRETE. 2.2 CONCRETE SUPPLIER SHALL PROVIDE A MIX RESULTING IN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, f'c=2,500 PSI AS MEASURED BY TESTING CYLINDRICAL SPECIMENS PER ASTM C-39. 2.3 SUB -GRADE SHALL BE FREE OF ALL VEGETATION AND ORGANIC MATERIALS. 5.17 WOOD -FRAME SHEARWALLS: FASTEN 15/32" WINDSTORM SHEATHING TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 3" O.C. ALONG THE TOP AND BOTTOM PLATES, 3" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2x4 BLOCKING EDGEWISE ALONG HORIZONTAL PANEL JOINTS. SHEARWALL ENDS SHALL BE DOUBLE STUDS FASTENED TO BOTTOM PLATE WITH ONE (1) SIMPSON LTT20 TENSION TIE WITH A 1/2" EPDXY SET ANCHOR BOLT WITH A MANUFACTURER'S PULL-OUT CAPACITY OF 1,750 POUNDS (MIN). FASTEN TENSION TIE TO DOUBLE STUDS WITH 10-16d NAILS. 2.4 MINIMUM FOOTING COVER SHALL BE 12" BELOW FINISHED GRADE. 5.18 ROOF SHEATHING: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING 2.5 A LAYER OF 6 MIL. POLYETHYLENE SHEATHING SHALL BE PROVIDED AS A WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG FASCIA, 4" O.C. ALONG PANEL EDGES VAPOR BARRIER UNDER THE SLAB. AND 6" O.C. ALONG INTERMEDIATE SUPPORTS. 2.6 SUB -GRADE SHALL BE MOIST DURING CONCRETE PLACEMENT. 5.19 ROOF DIAPHRAGM: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG DIAPHRAGM BOUNDARY (FASCIA), 4" O.C. 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. a. CONCRETE CAST AGAINST EARTH = 3" COVER 2.9 SAW CUTTING SHALL BE IN ACCORDANCE WITH ACI 302 (CURRENT). SAW CUTTING SHALL TAKE PLACE AS SOON AS THE CONCRETE SURFACE IS FIRM ENOUGH NOT TO BE TORN OR DAMAGED BY THE CUTTING BLADE. 2.10 ASSUMED SOIL BEARING CAPACITY IS 2000 LBS PER SQ. FT REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT , AND F1 G -02 Wt)� ALLEflN�L1(�hjE I T �BE THE ZM9I5b #1§ # TOR CERTIFICATE L. JASON Or 007 DATE HAR&A4.130VIRMAN PE# 44099 I AARON BERGER PE# 64003 U wz cE F_4�! 00--d F•WF••�-� � �z w V] W o w H O Z w Q H � o 0 a z o (n O r • .� O 5 a SHEET NO. S-1 AFNATO A SVR Lot 6 Block 2 8" C.M.U. FINISH PER ELEV. 3-1/2" CONC. SLAB 25" LAP MIN 1 #5 DOWEL -FINISH FLOOR FINISH GRADE o m 1 -4 2 #5 BARS CONT. A EXTERIOR MASONRY WALL FTG S- SCALE: N.T.S. 3-1/2" CONC. SLABS 14-1/2" 13" E GARAGE DOOR RECESS S- SCALE: N.T.S. 2x4 SPF STUDS 16" O.C. INSULATION 20 SPF STUDS ® 16" O.C. TYPICAL 3-1/2" 1/2" GYPSUM BOARD (1) #5 BAR CONT. CONC. SLAB 3-1/2" STEP sJ: 00 s =� O FINISH GRADE 4" 8„ 42" (2) #5 BARS CONT. 3" 1'-0" B� THICKENED SLAB EDGE DRIVEWAY EXPANSION JOINT SCALE: N.T.S. VERTICAL WALL REINFORCEMENT - (1) #5 DOWEL PLACED TO _ MATCH VERTICAL WALL REINFORCEMENT (LAP SPLICE = 25" MIN. ) x W < m 0 (D Z � w 00 C THICKENED SLAB @ GAR. (NON-BRG. ) S- SCALE: N.T.S. 3-1/2" CONCRETE SLAB w/ FIBERMESH (f'c = 2,500 psi (MIN.)) -4 3-1/2" CONC. SLAB 8"x16" CONCRETE FOOTING w/ (2) #5 BARS CONT. (f'c=2,500 PSI (MIN.)) 2 #5 BARS CONT. r) 1CLEAN COMPACTED, TERMITE NOTES: TREATED STRUCTURAL FILL FREE OF ALL DEBRIS 1. GROUT CELLS SOLID BELOW FINISHED FLOOR. 2, FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL REINFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELEVATION 5/8"0 x 8" 1/2" GYPSUM BOARD �SIMPSON TITEN HD ANCHORS @ 18" O.0 3-1/2" CONC. SLAB (2) #5 BARS CONT. 1'-4" H FOOTING @ INTERIOR BEARING S- SCALE: N.T.S. OPTIONAL STEMWALL FOOTING SS _ SCALE: N.T.S. 25" LAP MIN 8" C.M.U. 1 #5 DOWEL FINISH PER ELEV. �3-1/2" STEP 3-1/2" CONC. SLAB JOINT _1 1'- 4" __-2 #5 BARS CONT. MASONRY WALL FOOTING @ PATIO S— SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENTS) & ASCE 7-02. ALL OTHER DESIGN ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXPANSION JOINT +�- 10" 3-1/2" CONC. SLAB �,N 3-1/2" CONC. SLAB 4 ,•:.:; 2 #5 BARS CONT. D EXTERIOR DOOR SILL S- SCALE: N.T.S. 25" LAP MIN. 1 #5 DOWEL 8" C.M.U. FINISH PER. ELEV. FINISH GRADE 24"x24"x16" FTG w/ (3) #5 BARS ® 8" O.C. E.W. 2'-0" G MASONRY COLUMN FOOTING S- SCALE: N.T.S. 1/2" GYPSUM BOARD 1/2"0 x 8" ANCHOR BOLT 2x4 SPF STUDS w/ 2" WASHER @ 18" O.C. 16" O.C. INSULATION icli 3-1/2" STEP a- i �* 1'-4" (2) #5 BARS CONT. K THICKENED SLAB E A G.INC. S— SCALE: N.T.S. 2004 53rd AVE E B L 3 03 CERTIFICATE OF I T # 9298 L. JASON BERGER, P.E. DATE 7 O7 PA,(L� . PE MAN PE# 44099 L. JASON BERGER PE# 64003 RENATO A. CAROTTI PE# 64764 W i H o W p w w Z mm O I° Q 0 Z Z) w C�s o Z O o 0 N 5 a a F_ SHEET NO. S-2 SVR Lot 6 Block 2 1/2" S.R. GYPSUM BOARD — DRYWALL SCREWS Q 12" ox. ® CLG. & 16" ox. ® WALLS REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR ROOF DIAPHRAGM NAILING SPECIFICATIONS. 2x SYP 'L' BRACINGS ® 24" O.C. SEE TRUSS ENGINEERING FOR SIZE, LOCATION, AND ATTACHMENT II II II 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" O.C. TOP & BOTTOM FIRST FOUR (4) FRAMING BAYS o MIN. @ GABLE ENDS (TYP.) FASTEN TO TOP & BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END o 2x4 #2 SYP NAILED TO BLOCKING w/ 16d NAILS @ 6" O.C. FOR GABLES OVER 24' LONG (2) 2x6 P.T. SILL PLATE WITH 1/2"002" "J" BOLTS @ 24" O.C. MAX A GABLE END DETAIL S — 3 SCALE: N.T.S. 2X6 SY NAILS 0 NO SHEATHING JOINT HERE 2X6 SPF w/ (2) ROWS OF 12d NAILS ® 12" STAGGERED (EACH ROW) 2 X — BLOCKING (LADDER FRAMING OR PACKOUT) Q 32" O.C. FASTEN w/ (2) 12d NAILS TOE —NAILED PER CONNECTION EXTERIOR FINISH #5 VERT. WALL REINF. GROUT CELLS SOLID FASTEN 7/16" APA RATED SHEATHING TO GABLE END FRAMING w/ 8d NAILS 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS —a" 3—COAT STUCCO FINISH. APPLIED PER ASTM C 926 ATTACH GABLE TRUSS TO PLATE WITH 16d @ 4" O.C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY FASTEN ROOF SHEATHING w/ 8d NAILS 6" EDGES, 12" IN FIELD & 4" O.C. ALONG NAILER ENG. TRUSS END. \FTER C VALLEY —SET ATTACHMENT DETAIL S-3 SCALE: N.T.S. 2x8 P.T. #2 SYP JAMB TRACK/BRACKET FASTEN PER MANUF. SPECS. EXTERIOR 3" MIN. 0 18" 1/2" J—BOLTS w/ 8" WASHER SPACED 18O.C. j (5 PER SIDE MIN.) GARAGE DOOR INTERIOR GAR. DOOR TO BLOCK ATTACHMENT DETAIL SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 THE RESPOf Mr �E`� SLL OTHER�I�1G 2103 CERTIFICATE IF # 9298 L. JASON BERGER, P. C Q$�� PE# 6400 HARD D W. ARMAN PE# 44099 L. JASON BERGER PE# 64003 Cn � Q 0 w w cc Q W p � w 0 0 U r3 0 E' 3 N • rl 5 a SHEET NO. S-3 3 c ) SVR Lot 6 Block 2 ENG. ROOF TRUSSES TRUSS ANCHOR ROOF SHINGLES ® 24" 0. . SEE ROOF FRAMING PLAN SEE NOTES 5.18 SFOR PECIFICATIONS ING 1) I STUCCO FINISH. APPLIED PER ASTM C 926 25" MIN. LAP SPLICE PROVIDE INSPECTION HOLE @ EACH DOWNPOUR APPROX. GRADE PROVIDE 12" MIN. COVER SEE FOUNDATION PLAN FOR SIZES 1'-0" MAX. INSULATION BAFFLE 1/2" GYPSUM BOARD K.O. BLOCK BOND BEAM POUR SOLID W/ 1 — #5 BAR CONT. EACH MIN. LAP =25" FILL W/ 3000 psi CONCRETE. #5 BAR VERT. WALL REINFORCEMENT SPACED PER FOUNDATION PLAN EMBED ACI STANDARD HOOK 6" IN BOND BEAM. GROUT CELLS SOLID 8" x 8" x 16" CMU R-19 (MIN.) FIBERGLASS INSULATION. 3 1/2" 2500 PSI CONC. SLAB w/ FIBER MESH ON 6 MIL V.B. LAPPED AND TAPED SEE ENG. FOR NAILING DETAILS 2X4SPF (MIN) BLOCKING BOTH SIDES OF VENT #5 BAR w/ 25" (MIN.) LAP SPLICE (GROUT CELL SOLID) SEE FLOOR PLAN FOR REINFORCED CELL LOCATIONS #5 (MIN.) DOWEL L EPDXY —SET w/ SIMPSON r` SET EPDXY (OR EQUAL) W/ 6" MIN. EMBEDMENT _T_ — —_— — 1 MASONRY WALL f EXISTING DRILL 3/4"06" DEEP CONCRETE (MIN.) HOLE INTO EXISTING r FOOTING FOOTING MAINTAIN 5" (MIN.) EDGE DISTANCE ; t NOTE: CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE DUST USING COMPRESSED AIR & A NYLON BOTTLE BRUSH BEFORE EPDXY IS INSTALLED. 1-1 /2" TYP. CLEAR ° SLOT Q RIDGE (SEE VENT MFR'S INSTRUCTIONS) rAN, COMPACTED, TREATED F12 LL UNDER SLAB #5BARS CONT. B RIDGE VENT DETAIL S — 4 SCALE: N.T.S. A TYPICAL WALL SECTION S-4 SCALE: N.T.S. L C RETROFIT DOWEL DETAIL S-4 SCALE: N.T.S. RIDGE VENT: FASTEN TO ROOF PER MFR'S INSTALLATION INSTRUCTIONS 15# ROOFING FELT - 7/16" OSB ROOF SHEATHING FIBERGLASS ROOF SHINGLES TOP CHORD OF ENG. ROOF TRUSSES (TYP) REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING �C�OE (FBBC CO DE / ES� NG. INC. 05 & 06 SUVVHETM E R 4203 ALL OTHER DENW2K THE RESPONSUIFIKIWE Rtt 9298 C '007 L. JASON BER W EARS PE# 44099 P E # YAON BERGER PE# 64003 aFNarn A CAROTTI PE# 64764 00 M C'n N r-r M > o r Q� W11 Cif 0 co w w Q a U W z 0co 0 a aj Z Z o •� z 5 a SHEET NO. SA SVR Lot 6 Block 2 1/2" DRYWALL 3/4" T & G PLYWOOD NAILED & GLUED TO TRUSS HORDS. NAIL W 8-d NAILS AT 12" 0 C 2ND FLR LINE o N K y U - 2 X 4 NAILERS 0 0 TYP. BETWEEN C) TRUSS CHORDS. m C) -- m �i a SECOND 7/16" O.S.B. DRAFTSTOP NAILED TO FACE OF WEB BOTTOM CHORD: SPACE AT 400 SF AREAS OF SECOND FLOOR VING AREA 3/4" T&G FLOOR DECK ROOF SHINGLES 12 (TYP) VARIES (SEE PLA 7/16" APA RATED SHEATHING FAS PERPENDICULAR TO FRAMING W/8d @6" O.C. ALONG PANEL EDGES AND 1 O.C. ALONG INTERMEDIATE SUPPORTS 2x4 SYP VERTICAL BLOCKING BETWEEN RIBBON BOARD AT EACH TRUSS HEEL. 7/16" APA RATED SHEATHING SEE NOTES 5.18 & 5.19 (SHEET S-1) FOR ROOF NAILING SPECIFICATIONS PRE ENGINEERED WD TRUSS @24" O.C. U.N.O. TRUSS BOTTOM J R19 MIN. INSULATION ' CHORD 1/2" HIGH STRENGTH DRYWALL [NOTE: ALL PENETRATIONS 1X2 PT WD FURRIN THROUGH DRAFT STOP @16" O.C. TERIAL MUST BE UG-FITTING. SEAL NETRATIONS WITH#5 REBAR LYCELL FOAM. R4.1 MIN. INSULATION ON EXT. BLOCK WALLS _8-d NAILS AT 6' 0/C 7/16" O.S.B. DRAFTSTOP CUT TO- FIT AND INSTALLED BETWEEN EA TRUSS VERTICAL BOTTOM CHORD / OF TRUSS 1/2" HS DRYWALL CLG. R19 MIN. - INSULATION 1X2 PT WD FURRING @16" O.C. 1/2" GYPSUM - WALLBOARD U.N.O 3 1/2" 2500 PSI CONC SLAB W/ 1X4 P.T. BASE FIBER MESH ON 6 NAILER MIL V.B. LAPED & BASEBOARD TAPED. o-o' REF 6 MIL VAPOR BARRIER A TYPICAL 1.5 STORY WALL SECTION -4SCALE: N.T.S. 15 LB ROOFING FELT (SHINGLES) 15 LB ROOFING FELT (SHINGLES) DRIP EDGE 2x6 SUB FASCIA W/ FASCIA & SOFFIT 2 X 4 RIBBON JOIST @TOP ANC BOTTOM FASTEN TO TRUSSES USING (3) 16d NAILS @ EACH TRUSS —s" 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 SEE ROOF PLAN FOR TRUSS FASTENER K.O. BLOCK BOND BEAM POUR SOLID W/ 1 - #5 BAR CONT. EACH MIN. LAP =25" FILL W/ 3000 psi CONCRETE. C.M.U. TYPICAL STUCCO FINISH. APPLIED PER ASTM C 926 (1) #5 VERT. IN FILL CELLS SPACED PER FOUNDATION PLAN EMBED ACI STD HOOK 6" IN BOND BEAM GROUT CELLS SOLID INSPECTION PORT AT EACH FILLED CELL TYP. STD. 90' HOOK (SEE DETAIL) —APPROX. GRADE. PROVIDE 12" FOOTING T COVER (MIN). PLASTER STOP EXPANSION DETAIL SEE FOUNDATION PLAN FOR FOOTING SIZE CLEAN POISONED AND COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DVAT&i�LE ICI LING, I THE RESPONSI�QG"31;QFAU QR342 CERTIFICA - 1ZATION # 9; L. JASON BERGER, P 0E 7D���7 PE# 640019 . HAROLD PEARMAN PE# 44 � Q w z O p w w U W (n " J J J Q 7 � w � � Ct it o F- o LO •� o 0 O Z 'C-I 5 a SHEET NO. SA D RENATO A. CAROTTI PE# 64764 SVR Lot 6 Block 2 2x6 'L' BRACI 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" o.c.. FOUR FRAMING BAYS MIN. @ GABLE —ENDS (TYP.). 2x4 SPF (MIN) W1 (2) ROWS OF FASTEN W/ (3) 16d NAILS 16d NAILS @ 12 (TOENAILED) EACH END. STAGGERED (EACH ROW). SEE NOTES FOR ROOF NO SHEATHING DIAPHRAGM NAILING R-19 (MIN.) JOINT HERE. SPECIFICATIONS. FIBERGLASS INSULATION. 2x6 FIRE —STOP LEVI 2x6 SPF UB— LEDGER. ATTACH W FASCIA NAILS AT EACH 'T' E INTERSECTION. n n n n n n In@ 32 PFo BLOCKING 2x6 SYP 'L' BRACING @ EACH VERTIC WEB. FASTEN TO GABLE —END STUDS W/ 10d NAILS @ 8" O.C. PRE—ENGINEERED TRUSSES @ 24" O.C. 1/2" S.R. GYPSUM BOARD w/ DRYWALL SCREWS @ 12" O.C. @ CEILING & 16" O.C. @ WALLS (2) 2x6 P.T. SILL PLATE w/ 1/20"x12" "J" BOLTS @ 23" O.C. MAX I" 3—COAT STUCCO FINISH. APPLIED PER ASTM C 926 FASTEN 7/16" APA RATED SHEATHING TO GABLE —END FRAMING W/ 8d NAILS @ 6" o.c. ALONG PANEL EDGES & 12" O.C. ALONG INTERMEDIATE SUPPORTS. 2x4 FLOOR JOIST BUILT INTO ROOF TRUSSES. ATTACH GABLE TRUSS TO PLATE w/ 16d @ 4" O.C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY 2x6 SPF (MIN) LEI 'L' BRACING USING NAILS AT EACH IN] 3/4" T&G SHEATHING GLUED & NAILED W/ 8d NAILS @ 6" o.c. EDGES & 12" o.c. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2x4 BLOCKING EDGE —WISE @ PERIMETER FASTENED W/ (3) 12d NAILS (TOENAILED) @ EACH END. A GABLE -END DETAILS —4 SCALE: N.T.S. TOP VIEW GABLE -END WINDOW FRAMING REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE —02 ALL OTHERWLT�LNEE(ten TIC, INC. THE RESPOf��Q6h�T� ACE �Pj3 CERTIFICATE I ION # 9298 L. JASON BERGER, JKC WZQWTE MMULDyy, NLARMAN PE# 44099 L. JASON BERGER PE#. 64003 47 Ad J F-- U 0 o 0 0 > w w _Z Q LU 00 Q = 0cid � 3 o O 3 g H U) O Lf) 5 a A.11AMIN411 SA E SVR Lot 6 Block 2 16d TI 0 4• B( E) OF X-OUT N/ TYP. IDS ES ITS12 W/14-10d NAILS TO GIRDER TRUSS BEL i SIDE) 1-1 (3) 16d TOENAILS STUD TO BOTTOM PLATE— (3) 16d NAILS BOTTOM PLATE TO BLOCKING- 2x4 SPF BLOCKING 0 16• wA3) 16d 0 EA. END — 1 1 SECTION DETAIL S40 SCALE: N.T.S. (SEE Sm Q R Y FRAMED 2x4 SPF STUDS 0 16. O.e U.N.O. wA3) 16d TOENAILS * do BOTTOM KNEEWALL 1/2" COX OR 7/16. O.S.B. FASTENED .. OF 6/ NA 0/CEDGES, AND 8C 0/C FlELDES� TOP CHORD wA4) 16d BLOCK ALL SEAMS 0 SHEAR WALLS TOENAILS EACH END A DORMER KNEEWALL ATTACHMENT DETAIL S4F SCALE N.T.S. Od - 3. O.C. 18 2x4 RIDGE BLOCKING wA3) 16d TOENAILS PER SIDE SIMPSON H10 W/ (8) 8d NAILS TYP. ENG. DORMER TRUSSES 0 24' O.C. SIMPSON SPH W/ (12) 10d NAILS ON INSIDE WALL, TYP. DOUBLE 2•x4• TOP PLATE FASTEN TO TRUSS w/ H10 INTERIOR AND (3) 16d TOENAILS EXTERIOR EXTERIOR WALL INTERIOR WALL FASTEN KNEEWALL TO GIRDER TRUSS w/ (1) LSTA18 (MIN) 0 EACH STUD (TYP.) REVIEWED FOR COMPLIANCE WITH THE 2•x4• SPF BOTTOM PLATE w/ 1Od WIND LOAD PROVISIONS OF THE 20 O 3. O.C. INTO GIRDER BELOW FT SI f TING. (INSIDE) SEE SECTION ej O` S�i�i t" 2 S4F ALCS"ffg 10W1# 9 THE RESPON T ONTRACTOR 2007 L. JASON B GER����DATE HARO W4 ARMAN PE# 4409 L. JASON BERGER PE#L• JASON BERGER PE# 64003 RENATO A. CAROM PE# 64764 U) w W Q ww w 2 W 7 i w L W Cqd� i 0 o a �, 3 s O u- g a SHEET NO. S-4 F NOTE- CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION. UPLIFT VALUES THAT MEET OR EXCEED IOOON AND REACTIONS THAT MEET OR EXCEED 300DI ARE ROOF FASTENER LEGEND OSIMPSON HETAL20 TYP @ MASONRY CONNECTIONS 7 1 DOUBLE SILL PLATE. SEE DETAIL THIS e i 3n, and ucture" STING, INC. FL 34203 ON # 9298 44099 _ ' I I N_n U4003 SHEET NO. S-5 RENATO A. SVR Lot 6 Block 2 SIMPSON SPH4 ® 24" O.C. w/ (12) 10d x 1-1/2" NAILS EACH SIDE DOUBLE SPF TOP PLATE LAP JOINTS 48" (MIN.) w/ (15) 16< SIMPSON SPH w/ (12) 10d NAILS TYP. SIMPSON SPH4 w/ (12) 10d x 1-1/2" NAILS EACH END OF HEADER SIMPSON LSTA24 w/ (18) 10d NAILS (1 EACH END OF HEADER) 2 X 4 SPF (MIN.) STUD GRADE OR BETTER STUDS 4 16" O.C. 5/8"0 x 8" SIMPSON TITEN HD ANCHORS @ 18" O.C. FOR BEARING WALLS WITHOUT A SLAB STEPDOWN M SEE TRUSS LAYOUT FOR SPLICE TRUSS CONNECTORS NAILS SEE FLOOR PLAN FOR HEADER SIZE FRAME -DOWN TO OPENING IF REQUIRED. III FASTEN STUDS w/ 12d NAILS ® 6" O.CI 2X_ SPF MID -POINT BLOCKING TYP. DOUBLE JACKS (tYP•) e e SIMPSON HTT16 w/ (18) 16d NAILS AND 5/8"0 x 7" EPDXY -SET THREADED ROD USING SIMPSON SET EPDXY \SEE FOUNDATION PLAN SIMPSON SPH W/10-10d NAILS TYP. FOR FOOTING SIZE LOAD -BRIG. INTERIOR STUD PARTITION DETAIL SCALE: N.T.S. REFER TO DETAIL A, SHEET S-6B FOR MASONRY ATTACHMENT WHEN REQUIRED. DOUBLE SPF TOP PLATE LAP SPLICE JOINTS 48" (MIN.) w/ (15) 16d NAILS FLOOR TRUSSES —� SEE FLOOR PLAN FOR HEADER FRAME -DOWN TO OPENING IF REQUIRED. IIII FASTEN STUDS w/ 12d NAILS ® 6" O.C. 2X_ SPF MID -POINT BLOCKING TYP. DOUBLE JACKS (tYP•) e - a d e° e e 2 X 4 SPF (MIN.) STUD GRADE OR BETTER STUDS � 16" O.C. SEE FOUNDATION PLAN FOR FOOTING SIZE LOAD -BRIG. INT. STUD PARTITION DETAIL (W/0 UPLIFT, SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDET F I TESTING FLORIDA BUILD INC2�f�ir'F�,N N FL 3 05 & 06 SUPPI i#f ft ZATION # ALL OTHER DESIGN ELE THE RESPONSIBILITY LC TAR L. JASON BERG6R„ p r�L�K DATE PE# 4 � o J Q O w w w Lu J � a Q w 0 Z �--� a Z W g m Q • r� Oa J SHEET NO. S-6 RENATO A. CAROTTI PE# 64764 SVR Lot 6 Block 2 1 /2" x 8" V BOLT 0 24" O.C. VERTICAL SPACING. SEE TRUSS LAYOUT FOR DOUBLE TOP SPF PLATE LAP SPLICE JOINTS TRUSS CONNECTORS 48" (MIN.) w/ (15) 16d NAILS II II Z SIMPSON SPH w/ (12) 10d NAILS TYP. 2 X 4 (MIN.) STUD GRADE OR 2x- SPF STUD SEE PLAN BETTER STUDS ® 16" O.C. FOR WALL SIZE II Hlx8 PT BUCK 2X_ SPF MID -POINT BLOCKING TYP. V Z_ 5/8"0 x 8" SIMPSON TITEN HD ANCHORS 18" O.C. FOR BEARING WALLS WITHOUT A SLAB STEPDOWN HEIGHT VARIES 1 /2" x 8" V BOLT ® 24" O.C. VERTICAL SPACING. 2x- SPF STUD 1x8 PT BUCK SEE SHEET 1 P�_7K FOR WALL SIZE 10E]II00I!0011u EXTERIOR REINFORCED CELL SEE FOUNDATION PLAN FOR FOOTING SIZE LOAD BRG. FRAME TO MASONRY ATTACHMENT DETAIL SCALE: N.T.S. TOP VIEW REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND AS 7-02 ALL OTHER WHSM04t �4EOI NG, IN THE RESPONS26NOWUr _ �P�203 CERTIFI T HORIZATION # 929 L. JASON BERGER P. C 17 mpq PE#�A 0LL W. PEARMAw PE# 44099 L. JASON BERGER PE# 64003 CAROM PF# Read � O W Q J N 2 / F_ V W Z Q (� a ti Z W W o 03 O_ UUJI 3 Q • r� Z s a SHEET NO. SVR Lot 6 Block 2 NO SHEATHING 6 MAX. JOINT HERE 2X6 w/ (2) ROWS OF 12d NAILS 12" STAGGERED (EACH ROW) 2X4 SPF BLOCKING @ 32" O.C. %" 3—COAT STUCCO FINISH. APPLIED PER ASTM C 926 STUCCO STOP WHEN APPLICABLE GALV. V FLASHING SET IN ASPHALT SEALANT z ATTACH EACH PRE—ENG. MONO TRUSS TO FLAT CHORD OF STRUCTURAL GABLE w/ (3) 12d TOENAILS. ROOF SHINGLES (SEE PLAN) 2X6 SPF SUBFASCIA SEE PLAN FOR SETBACK PRE—ENG. GABLE TRUSS (SEE TRUSS ENG.) A BOSTON HIP FRAMING S-6J SCALE: N.T.S. TRUSS ANCHOR SEE ROOF FRAMING PLAN REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE JMM , INC. 05 & VMT PL5IW RI E342T030: ALL OTMRI500A E kgf THE RURi RISCIANI, ONTRACTO L. JASOaqS18 �KRMAN PE1444i199 L L. RGER PE# 64003 RENATO A. CAROTTI PE# 64764 » � Q > w .J N LU W Lj z o Cid0 3 Z 0 s m •� O s a SHEET NO. S-6 J SVR Lot 6 Block 2 5/8" SHEATHING VINYL SIDING HOUSE WRAP BARRIER w/ ALL SEAMS TAPED & OVERLAPPED TO OUTSIDE STARTER STRIP STARTER STRIP ` NAILER TO BOTTOM 1 OF OSB PROVIDING OVERLAP 1-1/2" OVERLAP OVER TEXTURED, PAINTED FINISH BELOW. STUCCO FINISH. APPLIED PER ASTM C 926 a METAL PLATE @ BTM OF EACH TRUSS OR USE 15# ROOFING FELT ® LINTEL. A VINYL SIDING @ GABLE DETAILS - 6 SCALE: N.T.S. I GABLE EN[ B VINYL CORNER TRIM DETAIL - 6 SCALE: N.T.S. ?X VERTICAL EG OF TRUSS FRAME K.W. ABV. 4ASO N RY) /16" OSB SHEATING %" 3-COAT STUCCO FINISH. NPPLIED PER ASTM C 926 AP CORNER MINIMUM i" w/ INFILTRATION 3ARRIER. VINYL CORNER TRIM REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DESIGN ELEMENTS THE RESWW9MKNbfN 2004 53rd AVE E 8 TION # 9298 CERTIFICATE OF L. JASON BERGER, 20�4TE PE# 640 HAROLD ARM PE# 44099 L. JASON ERGER PE# 64003 aFNATO A. CAROTTI PE# 64764 � � O o W Q H W Z O 7:1 Z w F- Q o U Q •r--q U Z_ s a 6y MIC11a S-6 K For Masonry Rough Openings — (5) Sam per $ilo at 17.5' spacing for 0 wilts (7) Sam per side at 14' sow" for &^0 units Single door unit 'Endma DOOR COMPONENT SYSTEMS Screws per e at 1' 5' king for units Screws per °at14' cim for urns Single door unit with one sidelite (boxed construction) SILICONE APPLICATION MINIMUM FASTENER COUNT 5 fasteners per vertical framing member and 3 in header for 6'8' units. 7 fasteners per vertical framing member and 3 in header for 8units LATCHING HARDWARE Apply silicone rubber sealant in Compliance requires that ANSI At56.5 GRADE 2 or better cylindrical and deadbolt security three rows to a lock set be installed. Follow assembly instructions POF-AI-X. bead size of 1i4' Y high x 314' wide. NOTES' 1- Fasteners recommended for this unit are 316' x 2-3/4' Tapcon screws calculated by the lowest fastener rating for optimum anchor positioning. 2. The Tapcon screw length is designed for 1-1,4' minimum embedmem into the masonry 3. Sealant recommended to adhere silt to subtlow is 100% clear silicone rubber sealant OXO units (661 use approx. 12 oz. of silicone: XX urtits CT) use approx. 16 oz, of silicone; X units (36') use approx. 8 oz. of silicone: OXX triple units (108) use approx. 24 oz, of silicone: OXXO quad units (144) use approx. 32 oz. of silicone. Silicone rating: ASTM C-920, Class 25. Type S. grade NS. DAP product number. 08641. 4. For installation in mnd-borne debris or high-vefxity hurricane zones, add 3 fasteners to snl. AT! Nos, 01.43054.01, 01.43054-02, and 01.43054.03 (Architectural Testing. Inc- York, PA) Single door unit with two sidelites (boxed construction) (5V Screws per swe at 17B + spacing tpr ffi:i3 UMIS {11 ScrewS per Side at 14' spacioq to, M unit, Double door unit itl? at t �pac+.nc} t7' s1e a' t» sNa['aral r,�, 1 I Il 11 11 I1 tl 11 11 11 a 1 Double door unit with two sidelites X )0 Q L Z 0 o > O W w g J N � Q a U) Z o _ 0 0 a O Y� Q r•( g • rl 5 a SHEET NO. D1 Stock Building Supply Design Pressure Chart Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report # X 6' 8" 3' Opaque +65.0/-70.0 6184.1 XO or OX 6' 8" 3' Opaque Door +47.0/-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 +47.0/-47.0 6184.3 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6184.3 OXO 6' 8" 3' Opaque Door +47.0/-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.0/-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 OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.7 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.8 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.0/-50.0 6184.8 X 6' 8" 3' Glazed ODL Smart Frame + 55.0/ -60.0 6142.1 XO or OX 6' 8" 3' Glazed ODL Smart Frame + 48.0/ -50.0 6142.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/ -50.0 6142.3 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Smart Frame +47.0/ 47.0 6142.4 OXXO 6' 8" 6' Glazed ODL Smart Frame +47.0/-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 + 50.0/-50.0 6142.7 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.9 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXXO 6080 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.1 6' 8" 3' Sidel" ht Glass ODL Screw Frame +60.0/-60.0 4177.1 N zo O W J Q J Q Z x 03 0 O Z p s s a SHEET NO. D2 ONE MERME/ MITE STILE BE(TTTWEEN EBBALCp�H EMBOSS LOCATION. LOCATION. AND URETHANE ADHESIVE VM)NG�tX11NTFR) OPTIONAL 1/8' ACRYLIC OR \ " (SE /E SECTION 8 B NOTE I DOORS UP TO 7'-0- HKTH CONSIST OF 4) SECTIONS (SHOW). DOORS OVER 7'-W HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). -NOTE 2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SAL BE THE RESPONSIBILITY OF THE PROFESSIONAL Of RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 2' THICK SHIP LAP JOINTS. 25 GA. MIN. EXTERIOR SKIN WITH C-40 GALVANIZING, BAKED —TAN PRIMER ANO A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN, 16 GA, PAINTED END STIES ATTACHED TO DOOR SKIN WTN PATENTED TOO-L-LOC SYSTEM (TOP. BOTTOM R CENTER). 18 GA, GALV. DOUBLE END SHIES ATTACHED 70 TOP AND BOTTOM PAIL SNAP LATCH ENGAGES WITH PATENTED TOG-L-LOC SYSTEIA. ONTO VLRiTI'AL TRACK. EACH � ETCH ON1 7 RNTEN. STILE kEND OUISIOEKEYED�E , % STILE VIEW VIEW 'B' C INSroE HANDLE OIJT'S10E KEYED LOCK SNAP LATCH LOCK GP'f16N TWO POINT LOCKING INTO TRACK. Fdwrnu BRACKETNuffor Fwn s F FRONT FRAME WITH U.Y. COATING ON OUTSIDE SURFACE n � n END SLOE BOLT SSE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. l��; OPiSON � GLASS OR vnNDow OINDOW t) SCREW p58 Lrtr MOIAFO ASIDE 1/8' ACRYLIC SECTIONN B-8 LITE RETAINER jN1.13/4' PAN HEAD SCREW (to SCREWS PER LITE) 12 GA. GALV. STEEL TOP �sL.IDE . EACH BRACKET ATTACEO W 4 f4z5 6' SHEET METAL SCREWS. ADJ ATTACHED 4• TO TOP BRACKET WYTH (2) 1/4'0/2' BOLTS AND MILS PER BRACKET. 2-1/2- —� -- 5/8' (TYP.) 4�LL C-CHANNEL 16 GA. GALV. STEEL 14 GA GAL.Y. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) 14K5/8' SHEET METAL AND (2) 1/4' /4' SELF TAPPING SCREWS. (SEE VIEW '8') ONE 4' TALL x 16 GA. C-CHANNEL PER DOOR SECTION. (Si 1/3/4* SELF TAPPING SCREW PER STILE LOCATION. VIEW -D 1-1/4' WIDE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION ON TB' WIDE DOORS, EXCEPT (6) STRAPS ON 2ND (LOCK) SECTION (1/4'x)ATTACHED J//4' SELF TAPPING SCRIMS CTWO WITH (3) SCREWS TO DOOR. ONE SCREW TO C-CHANNtQ. -13 GA. GALV. STEM BOTTOM BRACKET. ATTACHED WITH (2) 1448- SHEET METAL SCREWS. ALUMINUM EXTRUSION At VINYL WEATHERSTRF. ii'li, �i'. 1� , . •,, . 1' DOOR OVERLAP (EACH SIDE) 2x6 YELLOW PINE 12 GA, MY. STEEL TRACK BRACKETS FASTENED 70 WOOD WYS OOD JA WITHS/HOT 70sEXCEED 1 STOP MOULDING BY DOOR INSTALLER CID SUIT) - 18 GA, GALV. STEEL. PAINTED END STILE j- 18 GA, GALV. STEEL DOUBLE END STILE 20 GA. GALV. STEEL. INTER WITH ONE 1/4'x5/8' DOLT Ao NWT 6b .HINGE -_ . ---. -- OR TWO 1/4- OK RIVETS. 2- DLA LONG STEW. 10 BALL STEEL ROLLER. PREPARATKMN, �IMI-j OTIIiRS. IAMB CONFIGURATION SECTION C-C T) ff THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK T iTHE 2x T2RED YE E HORIZONT�(GRADE / M85. BETTER) JANO LOAD FROM THE DOOR CTOPJAM 2) ALL JAMB FASTENERS MAY BE (BUT NOT RE00RED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGSSTUD WALLS DOOR OP04040 SMALL BE FRAMED SOLID BY Nat LESS (()) ) OR (3) 2x6 (UOt1FP 8 ) PRESSURE TREATED GRADE (2 OR BETTER Wtiob STUDS OF AgSTRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F j. MA) STUD WALLS 70 BE CONTINUOUS FROM FOOTING TO TIE BEAMS, BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT FORCED BLOCK WAIL OR CONCRETE COLUMN. BLOCK WALL CELLS SNAIL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING ARID INTO TIE BEAMS ALL BARS SMALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS NO MICRETE COLUMNS TO BE DESIGNED 13Y THE BUILDING ENGINEER OR ARCHITECT OF RECORD. �.'�•'�L•P.I���I��I,T;Z�I'►i�Ti�%yliii�i�>171►��t/%«iL��il at HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. ,ar FiQ1]�iZli ' • EiQ3i[fli TYP. 2-1/2-x12 GAS GALV. STEEL TRACK BRACKETS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' O.C. (6 TOTAL BRKTS PER SIDE FOR DOORS UP 70 7'0' HIGH). (7 TOTAL 8RKTS PER SIDE FOR DOORS UP TO 8'0' HIGH). bt= DOUBLE TRACK LOW HEADROOM IS AVAILABLE AS AN OPTION HORIZONTAL (TOP) ,LAMB (NO LOAD FROM DOOR) FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB 2x6 VERT1C& JAMB ':[w;3•y>:igy:ll;1!A� IvEJQ.1��i4'�a?1:.g1)ti•�L9a,',a/!:;a:y::Nt:}Ill f���1��•Z a:•f •< 1 ) ■l!i;RgUg9:7il��i�t�1�7�:�?`ia�a�ia�.)E'.IaIi1/�a«::. WAM %tV0lFW. P.E. RAI:O:t PE 048495 NORM OW40LM P.0 j23&V THIS DOOR MEETS OR I, DOOR MEETS OR EXCEM 114E DESIGN LOADS FOR THE WIND SPEEDS tJ$tiD BELOW LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING To THE 2001 FLORIDA BUILD" ACCORDING TO THE 2001 FLOIWA BUILDING CODE 9i FOR THE FOLLOWING CODE (ASCE7-98 FOR THE FOLLOWING COHI 1) AREW I -ENCLOSED MDG.. CONDITIONS: 1) ENCI 2) DOOR 2) DOOR HAS 2 OF WIDTH IN BUILDING S HAS 2' OF METH IN BUILDING S END ZONE, END ZON 3) L1SE ACTOR OF 1.0, 4 ANY 3 FACTOR OF 1.0, 4 ANY ROOF SLOPE. AND 5) 5OX SAFETY FACTORWIND SPEED L6+F! r., 110 120 1 1201 130 WIND SPEED(MPH) S 130 140 1 1 W E XPOSDRE LEVEL S or G B C B EXPOSURE LEVEL B a C B C B MEAN ROOF HEIGHT 30' 30' 15' 30' MEAN ROOF HEKWT 30' 30' Iv 30' Cb" &m" Proaw.tx 0-00lr 1w t t" It-- 0. A DESIGN LOADS: +37-0 P.S.F. & —41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & —61.5 P.S.F. ORIGINAL DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). CA W Z O > � � w W _ N J Q a U) 7:1 w o Z x 03 O 1� 3 llc� Q S • 1^� G 5 a SHEET NO. WING: IN STALLA11PH ANOM / tl ,;S.,01A. TAPCON CAULJK..BEr*FEEN WNDOW FLANGE wow BUCK ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WOOD a" & MASONRY OPENING BY OTHERS CAULK BETWEEN WNDOW FLANGE & WOOD Buck PMEN CAU B W%"6W FRAME EXTERI WINDOW HEIGHT WOE TYPE W V 4D SILL PERIMETER CAULK___, BY OTHER PRE CAST SILL BY OTHERS SECTION 1 sliwAS .. RE .i. :.A0 FLANGE TYPE (SEE'NOTES WINDOW FRAME 9 JAMB qv PERIMETER CAULK-1-1 =wkw VWVL BY OTHERS WINDOW :WIDTH EXTERIOR IU AS alWD CAULK BETWEEN :E NOTES) SECTION 2 WINDOW FLANGE MTALLATION ANCHOR WOOD BUCK 3/16- -DIA.TAPC0N SHOW 16 - 1 1 /4 MIN. EMBEDMENT I /V SH& SPACE MAX. I WINDOW HEIGHT BUCK HEIGHT CAULK BETWEEN WINDOW FLANGE & PRE CAST SILL WITH VULKEM 116 ADHESIVE CAULK 'OR APPROVED EQUAL A AS REOD. NOTES) INSTiLLATION ANCHOR 3/16- DIA. TAPCON SHOWN BY OTHERS ONE BY, WOOD BUCK By OTHER ELEVATION VIEWED FROL4 EXTrRIOR- 124* O.G MAX. SMM,14801 1580/lI590-NM0NTAL SLIDING 4NRD0W(FLMCE):,COMPAPArX AMgs AIItCHbR Qljwm CHART A$TU E13W WINDOW --SIZES TiTs (INCHES) DE I SIGN PRESSURt REQ*D. IN FRAME REQ*D. IN FRAME 130 MPtt, PARTIALLY CAPAOTYIN PSF I' MINIMUM EMBEDMENT 1 1/4" MINIMLW EMBEOME14T 04CL6" ]BUILDING - 'AT EAC(i AT EACH UP LOAD nwAmoff HEAD X JAMaS HEAP .. .1. xi JAMIBS - CLASS SIZE Rmom 24 x 12 —80 2 -2 2 2 '2 9 3/4 11 75A — . 80 (SSE 14 x 24 —80 2 2 2 2- 2 2 9 5/4 1:1115/9., —80 (S9 24 x 36 —80, 2 :2 2 2 2 2 04/4 9,31 '80 0 24 x 42 —80 Z 2 2 2 2 t3 . /4 a U SA —60 ttg 24 x 48, —8.0 2 2 2 2: 2 2 13/4 k 43,s/8 —70 ($5 24 9 55 —40 2 2 2 2 2 .2 j 3/4 06,5A —70 '(SSE 3 , 6 x 12 =80 2 2 2 2 2 :i 5 414 7,90 —80 (SSE 36 x 24 —80- 2 2 2 2 2 .2 15 1/4 x " $A —80 46 x 36 —00 z 2 12 2 2 2 15 314 i 310/6 —50 36 x 42 —80 2 2 2 2- 2 2 15 3/4. 37 5/9 —50 Mg 36 x 48 —76 2 2 2 2 2 2 153/4 9 43 * —50 '(OSJ 36 x 55 —64 2 2 2 2 2 7 1151/4 x 50 5/8 —50 OSI 48 x 12 —80 2 2 2 2 2 2 0. 3/4 x 7 5/9 —80 (SSE 48 x 24 —80 2 .2 2 21 2 2 21 3/4 x,?9 SA —70 (SSE 48 x 36 —80 2 2 2 2 2 2 21314 x 315/8 —50 (SSE 48 x 42 —74 3 3 2 2 2 2 213/4 . 37 5ill —.50 (E)'51 48 x 48 —62 2 2 2 2 2 2 4 3/4 x 43 5A —50 (3/lf 48 x 65 —52 2 2 2 .2 2 2 -b 3/4 50 $18 —50 (3Z1f 60 x 12 —00 2 2 2 .2 21 .2 213/4 7 5/8 —80 (SSI 60 x 24 —86 2 2 2 2 2 2 V 3/4 x 10 5/8 —55 (SSI 60 x 36 —80 3 3 2 S 3 2 27 3/4131 *#A —55 (DST 60 x 42 —6t 3 3 2 37 3 2 V 3/4 x 37 51b —47 (DSI 60 x 48 —54 3 3 2 2 2 2 27 3/4 x 43 5AI —55 o,/If 60 x 55 —44 2 2 2 2 2 2 273/41 So —55 (3/1( 72 x 12 —80 2 2 2 2: 2 2 33 3/4. x 7 5/4 —80 (SSI 72 x 24 —80 3 3 2 3 3 :2 33 3/4. x ig 5/8 —49 (SSI 72 x 36 —80 4 4 2 4 4 2 33-3/4, x m s/8 —50 (DSI 72 x 42. —61 3 3 2 3 3 2 30/4 137 518 —50 3/11 72 x 48 —49 3 3 2 3 3 2 MW4- x Q 6/8 —50 8/1( 72 x 56 —40 3 3 2 3 3 2 33 3/4 x 50 5/8 —50 (3/1 GENERAL N07M- A 1) SHIM AS, REOURED ADJACENT TO EACH INSTALLATION ANCHOR N71i LOAD SHIM lAA)L 2) ALLOW WE 14� W40048FICAMAST7CALIOW"/•ALLOY 6063 3) CAULK 8ENw WaMw mmm At HEAD AND jAMMSiLL MKW HE ATTkdiF,b 70 THE SUSSIRATE WITH VULMA 116 AMEW4E CAULK,CR APPROVED EQUAL 4) CAM PEMMETEig SEAL AROUND; M(Tft- OR OF, WIDOW nMGE 5) WSW PW-"WtES StOM:Aw BASED ON MAIM CAPACITY ONLY. ONLY.`E==AwlEs GLASS THIM , (NESS MUST BE XTOWNED PER ASM -ElMd wm SMALLER VALUE~ BE USED FOR.OESIM 6) WtW WATER RESISTANCE UST.. RE4AV&MlE4T OF 13X OF DESKN LOAD APPLES POSIM DES04 LOADS VALL W-- LWIED TO 40.0 PSlr ME TO WATER, TEST ORESSWE OF:&.O'PSF- ACHIEVED * TEST. 7) a) T LMM.SW. w=10 "al x cmsb Rd z UnvMw%,Tl 75006v?A.kx3I9M2-0"TX IM81 ASSN13LY DRAWING SERIES 148D/1580/1590 HORIZONTAL SLIDER WINDOW D". CHKO SCALE IP N/A REV: DATE DRWG NAME 03/31/05 12/08/03 B INSTALLATION 14 w 2 o SHEET NO. w 1 SHEATHING BY. OTHER 1i+t5TALATION ANCHOR FIN TIPE WINDOW FRAME HEADER EXTERIOR. PERIMETER BY OTHER INSTALATION ANCHOR CAULK BETWEEN FIN & SKATING 1" MIN' EMBEDMENT FIN TYPE wiNaov� i WINDOW W DHT G I SECTION 2 FIN TYPE FRAME SILL 24' O.C. I MAX.(TYP). WINDOW HCT: ;��SHIM IF REQ D CAULK . BETWEEN WINDOW FIN dt SHEATING -I' MIN. EMBEDMENT SECTION 1 2 .X WOOD $Y OTHERS CAULK .'BETWEEN WINDOW FIN & If t SNEATEiN+tG: VON. N. EMBEDMENT SHEATHING BY OTHERS INSTALATION ANCHOR PERIMETER CAULK BY OTHER WINDOW WDH. 2 ASW E13- M EN-,A�: 8' x 28 xX -- - - _ - _ - 16 r 12 1/4' -80: (S) 18 x. 36 toe 109 2 2 2 2 2. 3 16.i 16 1/4 - 80 (SSG). 10' x 48 83 SS 2 2 3 2 2 3 16 x 2t 111 —$D SSA)) �SSB) 16 x 52-- - -- - - - - 15 x 241/4 -70 18- x. -60 63 63 2 2 3 2 2 3; 16. it W 1/4 -60 (SSB) 18' s 72 50 50 2, 2 3 2 2 3- N. r 34--1/4 -49 (M) 24 x 2S. -- -_ - _ - - - 22 r 1i tj4 =80 (SSB) 24 x 36 86 Be 2 2 2 2 2 3 Z2 x wi/4 -80 (SW) 24 x 40 73 73 2 2 3 ? 2 4 22 r 22Jf4 -70 (SSB) 24 x 52 -- - - - - - - - 22 r X 1/4 -60 (SSB) 24 x 60 59 59 2 2 3 2 2 4 2 r,28.1(4 -50 (SSB). 24 x 72 48 48 .2 2 3 2 2 1 4 22 r 361/4 -So (5S8) 32 x 28 -- -- - - - - - - 30 A t2.1/4 -60 (SSB) 32 x 36 67 57 2 2 2 2 2 2 30 r'w 1/4 -60 (SS9) 32 x 48 52 52 2 2 3 2 2 3 30 r 221/4 _50, -(SSB) 32 x 52 -- - - - - - - - 3D'R X 1/4 -65: (068) 32 x 60 46 46 2 2 3 2 2 4 30 r:21# 1/4 -65 (DSB) 32 x 72 40 40 2 2 3 2 2 4 30:-341/4 -50 (DSB) 36 x 28 - - - - - - - - 34x 12 1/4 -60 (SSB) 36 it 36 52 52 2 2 2 2 2 2 34 r 16 t/1 -60 (SSB) 36 x 48 49 49 2 2 3 2 2 3 34 c 221/4 -50 (556)1 36 x 52 -- -- - - - - - - 34 r 241/4 --65 (DSB) 36 x 60 43 43 2 2 3 2 2 4 34 z 21114/4 -155 (DSB) 36 x 72 40 2 2 3 2 .2 4 34 r 3F 1/4 -50 (DSB) 44 x 28 -- -- - - - - - - 42 r 1? 1/4 -60 (SS) 44 x 36 41 41 3 3 2 2 2 2 422 r K 1/4 -60 (SS8) 44 x 48 40 40 3 2 3 3 3 3 4112C'1/4 -50 ((S58) 44 x 52 -- -- - - - - - - 42 r 24,. 1/4 -65 (ml ) 44 x 50 40 40 3 3 3 3 3 4 42 x,28114 -65 (DSB) 44 z 12 40, 40 3 _ 3 3 3 3 5 42 r341/4 -50 (DSB)I 48 x 28 -- -- - - - - - - 46 t 121/4 -80 (DSO) 48 z 36 40 40 3 3 2 3 3 2 46 r S 1/4 -50 (DSB) 48 x 48 40 40 3 3 3 3 3 3 46 r 22y/4 -70 (3/16' 48 x 52 -- -- - - 45 r 24.1/4 -70 48 x 60 40 40 3 3 3 3 3 4 46 r 29114 -60 (3116'. 48 x 72 1 40 3 3 3 3 3 5 46 r A 1/4 -60 3 16' 53 x 72 1 40 40 3 3 4 1 4 1 4 7 51.; 34 114 1 -50 (3/16') IGENERAL NOTES: EQUALLY SPACE 1) SHIM IF REWIRED FOR LEVELING. ANCHORS (TYR,) 2) WIMM FRAME MATERIAL ALLOY 6063 3 CAULK BEHIND WINDOW FIN AT HEAD, ;SILL At JAMBS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM' E1300: GLASS tHART, SINGLE GLAZING IS SHOWN.' INSULAT)NG GLASS IS &SO QUALIFTEIJ 6) 44ER( WATER RESISTANCE TEST REQUIREMENT OF IV.. OF DMGN LOAD :APPLIES; POSLflVE PESIGrT4 LOADS WILL 8E LIMITED TO 46.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 ;PSF - . ACNIE'T+.ED IN IESt 7) INSTALLATION: F'.N FRAME WINDOW IN _WDOD.FRAME _:OPENING" WHT 1W0 BY WOOD .STUDS U �M OW NAILS OR-: 08 SCREW OF SU�ICIENT LENCTN TO PNOVIIX WN.I' E MENT SJBS- 8) IF EXACT WIW OOIN SILK IS- NOT LISTED IN ANCHOR .CHART . USE ANCHOR; M)AN71TY LISTED ELEVATION VIEWED FROM EXTERIOR 6" MAX.(TYP) cw%wwafTexia 1001 N.Closby RdCwft*oN TX 75W • P.Q,. Box $190t2-0a6oa, TX IM . -6-MAX.(TYP), ASSEMBLY DRAWING SERIES 1.00/1 g00/1970 SIN GI-E RUNG WINDOW AR tP I N/A TFIt R DATE DIE NUMBER 12/11 /03 Bi INSTALATION 1100 1 SHEET NO. W2 2 x>. BY OTwn CAULK BETWEEN FIN .TYPE' WINDOW PIN A 1W�tOOIN FRAh4E SHEATHING JAMSAF1 SHEATHING CAULK $ETWEEN FIN SHEATHING OTHER do SHEA'71NG BY - EMBEDMENT —�i V, 'MIN, .ATION I EMBEDMENT )Et j 1 I 1 IF SHEATHING BY OTHERS FIN T1PE VVINDOW FRAME HEADER WINDOW WIDHT EXTERIOR PERIMI BY 01 WINDOW_ WDH. f C YNNpaW HEIGHT j EXTERIOR yFIN �TYPE FRAME SILL 24" ox, MAX.(TYP), WINDOW HGT. PERIMETER CAULK BY OTHER SHIM IF RECYD INSTALA714N ANCHOR CAULK BETWEEN NANDOW .FIN & I SHEATING. 1" LAIN. EMBEDMENT SECTION 1 CAULK_ EQUALLY SPACE ANCHORS (TYP.) _11 6" O J. ELEVATION VIEWED FROM EXTERIOR 6"MAX.(TYP). 1S x 28 XX :_ _ - _ t6:xt3'1/4 -g0 (SSB} 18 x 3B 109 109 2 2 2 2 2 3 'x x 16 1/4 -1}0 4S50 18 x 48 83 83 2 2' 3 2 2 3 I6 x 22 -i/4 -8O SSB) (SSB) 1S x 52 -= -- - - - - " - 1.6424 J/4 70 18 % 60 63 63, 2 2 3 2 2 3 I6 > 2i VA -60 ( . ) 18 x 72 50 50: 2 2i 3 2 2 3 16 x 34 1/4. -49 (SSB) 24 x 28 -- -- - - - - - 24 x 12 :1/4 -80 (SSB)' 24 x 36 86 86 2 2` 2 2 2 3 .22 x 16 1/4. -130 (SSB) 24 x 48 73 73 2 2 3 2 2 4 22 x 2L 1/4 -70 (SS8) 24 x 52 ^- -- 71 x 2} I# -" (SSB 24 x 50 59 59 2 2 3 2 2 4 22 x 281/4 -50. (tee) 24 x 72 48 48. 2 2 3 2 2 4 22 x,3f 1/4 _60 (sw) 32 x 28 -- -- - - - - - - 3o x 12,1/4 -60 (SSB) 32 x 36 57 57 2 2 2 2 2 2 10 x 16 1/4' -60 (SW) 32 x 48 52 52: 2 2 3 2 1 2 3 30 x 2Y-1/4 - SS 32 -x 52 - - - - - - - SC x 24 1/4 -6550 IDSBB)) 32 x 60 46 46 2 2 3 2 2 4 x x 2$1/4 -65 (DSB) 32 x 72 40 40 2 2 3 2 2 4 30 x 3F 1/4 -50 (DSB) 36 x 28 - - - - - - - 34 x 12 1/4 -60 (SSB) 36 x 36 52 52 2 2 2 2 2 2 $ x 161/4 -60 (SSB) 36 x 48 49 49 2 2 3 2 2 3 34 x 22114 -50 (558) 36 x 52 34 x 24 114 -65 (DSB) 36 x 60 43 41 2 2: 3 2 2 4 34 x 29:1/4 -65 (DSB) 36 x 72 40 40 2 2 3 2 2 4 34.r X 1/4 -50 (DS8) 44 x 28 -_ __ - _ _ - - - 42 x12 t/4 -60 (` W) 44 x 36 41 41 3 3 2 2 2 2 42 x 16 1/4 -60 (SSB)' 44 x 48 40 40 3 2 3 3 3 3 42 it 221/4 —50 SSS) (DSB). 44 x 52 -- -- - - - - - - 42 x 24 1/4 -65 44 x 60 40 40 3 3 3 3 3 4 42 x 2a 1/4 -65 (DSB) 44 x 72 40 40 3 3 3 3 3 5 '42 x 3414 -50 (DSB) 46 x 28 -- -- - - - - - - 46 x12 1/4 -86 (DSB) 48 x 36 40 .40 3 3 2 3 3 2 146116 I/4 -50 (DSB) 48 x 48 40 40 3 3 3 3 3 3 46 v 221/4 -70 (3/16" 48 :x •52 -- -- - - - - - - 46 x21 i/4 -70 (3//6. 48 x 60 40 40 3 3. 3 3 3 4 46 x 2S 1/4 -60 (3/1B• 48 x 72 40 40 3 3 3 3 3 5 46 x 341/4 -60 3 16' 53 x 72 40 40 3 3 4 4 4 7 $1.134 1/4 -50 (3/16" GENERAL NOTES 1) SHIM IF REO'D FOR LEVELING. 2 WNDOW FRAME MATERIAL ALLOY 6063 3 CAULK BEHIND 1ANDOW FIN AT.HEAD .SILL .& JAMBS. 4) CAULK FOR PERIMtn3t SEAL AROUND 00VE OR_OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY. FbR THE, W4UK,EOENTS 1* ASW E1300 GLASS CHART, SINGLE GLAZING IS SH4OM. INSULAMAG.GLASS IS ALSO WALIFIED 6) 14HERE: WATER RESISTANCE TEST,RI:ainRE# &f OF IS% OF OESId4' LOAD APPLIES. Pt)5RIVE DESIGN. LOADS wLL BE LITER TO 4CLO PSF ODE TO WATER TEST PRESSURE OF 5.0 PSF ACHIEVED IN T6S7 7) INSTAL! ATNON: FIN FRAME IONDOW IN WOOD FRAME OPENING WIT TWO BY WOOD ' SMM USM .00 IN04- OIA. NABS OR #8 SCREW OF StIFFIomr LENGTH TO PROVIDE MKI" EMBEDMENT INTO SUBSTRATE: 8) IF EXACT N4ND01N "SIZE IS NOT LISM15 4 MCHOR CHART . USE ANCHOR WMTITY. LISTED WITH NEXT LAAGER SIZE, YLA JOB-104-222 YOOSEF LR VY, P.E. CONSULTING ENGINEER 9s6D F9RFST I Aw SUITE 1 g6 i foot' M :Croi¢► d4 - CarrelNan, TX 75.W• P.0.Bat 81902Z - Do1 , TX 7%81 DAU AS. TEXAS 75243 T_ (M4)340-0049 F:(214)340-OD67 ASSEMBLY DRAVANG SERIES 1100/1900/1970 FE & HE SINGLE HUN* WINDOW AR IP N/A ALiOY TkYPER DATE OIE NUMBER 5/25/04 JBI INSMAIION 1100 SHEET NO. W3 r-1936 SASH STME 1'b!1[RIIEdA7E T- `CAU X 004M FM '--�CAUK MOD AN -�- -lI low a1mv&q. wwQN rXNfkw 191E .NL6 Horiz Pamwmt By 0*10ciwtic SECTION 2. om Irf 0�IMUM - �v 2XIMM rsyOR S WINDOW WDH. CAUU(:13F1" HN 0 O 0 Q 0- I.M. HEM r PW AIM CA" 1907 11XEO WW1.. BY 011" 2 �2959 LOCMW 12" O.C. Vertical MAX.(TYP).. $octfon l�A I EQUALLY SPACE WIN66W I HGT. ANCHORS (TYP.) 2906 9017OM RAL 1901 6' MAX.(TYP) ��TIOF 1 �6-MAX.(TYP.), ELEVATION SECTION 1 VIEWED FROM EXTERIOR tla 9t 1.6pM kj OpPAti(71fE ANN193 a ow 0m.0m iBo011tI(L. In rru, a tmo UAL) - ASTM ET3gQ woGw 111a4eo1,of fe scrlera tAIAw ar all IIA1S 10 MP PARTMLY. ahr WMXFIM 1a t9Art REOL-w w MWE =� CAPAaft (PSFj, Y M WUM V 0EW * 171tt 06MM DAPWMW ' ENCLOSED 1 >tt} AT EACH AT EA1, OP. ;LOAD "3wy KAD SILL 44M 1EA0 Sf t 4" (LASS SQE RESISTANCE .3Q X 36-. -80 2 2 2- 6 6 4 16 i 16 1/4. -80 (Sse X. 44 36• -8Q 3 3 2 7 7 5 1& 919-1/4 "OD (SMI 36 X 46: -80 3 3 2 7 7 5 16,x 4,114 -a0 36 X S2 -80 3 3 2 a 8 5 16'x 241/4 -70 (s561 36 X 3 3 2 a a a 16 x 28 1/4 -aQ (08) 35 X 72 -74 3 3 3 10- 10 II, 16 x 34 1/ 4 -50 _-.40.X 34 -A6 .. 3 3 Z.. a - 6-___ 4 22. x is 1/4 -60-._ (56) 411 1; 44 --110 3 3 2 a 9 5 22. x 19 1/4 -86 (SSB) 49X 48 -80. 4 4. 2 t0 16 6 22 X 22 1/4 -a0 (59B) 49 X 52 -6) 4 4 3 10 t6 7 22 x 24 1/4 -70 (956) 46 X 60 -1a: 4 4 3 17 11 a 22 . 28 1/4 -60 (3 0) 46 X 7i 1 -01. 4 4 .3: 10 10. s 22 x 34,114 -30 SSA b6 X 36 -6a 3 3 2 9 9 4 26.15 1/4 -.80 SSa b6 X 44, -a0 4 4 2 11 11 6 26 x 19 1/4, -70. (S56) $c X 4d -a0 4 4 3 12 12 7 26 x 22 1/4 -70 (S58) 56 X !i2'- -BQ: 4 4 3- 12- t2 7 26 . 24 1/4 -50 (SBf1) 36 X 90. -68 4 ♦ 3 12: 12 a 26 x 28 1/4 -50 ($SA) 38 X 72 -WM 4 4 1 3 1 11 11 1 a 26 x 34 1 .4 -50 DSa) 60 X 35 -$0 4 4 2 10 10 5 28 x 16 1/4 -00 (SSO) EQ X 44 -80 4 4 2 12 12 6 28.19 1/4 -60 (SW) 60. X46 -80 S 5 3 13 13' 7 2a . 22 1/4 -50 (SSB) 6O X w -79 5 5 3 13 13. a 28 x 24 1/4 -50 (SSB) 60 x 6* -65 4 4 3 12 12 6 28 . 26 1/4 -50 (OSB) 90 972 -57 _ 4 4 3 _ .11 11 _ a 28 r J4-. t/4 1_-.56 (UM) 66 X 34 -80 4 4 2 12 12 5 31 . 16-1/4 -60 ) 56 X 44 -77 5 3 2 13 13 6 31 . i9 t/4 -60 (S9B) 0..6 X 48 -74 5 5 3 t3 I 13- 7 31 .22 1/4 -50 (968) _" X 52 -72- 5 5 3 14 14 7 31 it 24 1/4 -50 (SSS) '$a X 60 --61 5 5 3 13 13 6 31 . 20 1/4 -60 (D99) 68 X M -48 4 4 3 12 t2 b 31 . 34 f 4 -50 (tXt6) 72 X 36 -77 4 4 2 13 13 5 34 x 16 1/4 -70 OW) 72 X 44 -88. 5 5 2 t3 13 8 34 x 19 1/4 -60 (D5B) 72 X 48 -65 5 5 2 - 13 13. a 34 x 23. 1/4 -56 (OW) 72• X 52 -53 5 5 3 13 t3 7 34 . 24 1/4 -50 (D$6) 72 X 69' -56 5 5• 3 14 14 a 34 x 28 1/4 -50 (06B) 72 X 72 -45 4 4 3 t2 12 a 34 . 34 1 4 -45 (D50 ea X 36 -59 4 4 2 13 13 4 4Z . 16 1/4 -50 (DSO) 88 X 44 -52 4 4 2 13 13 5 42 x 19 1/4 -47 OW) 89-X 46 -49 4 4 2 13 13 5 42 x 22 1/4 -46 (OSB) 0 X-52 -47 5 5. 2 13 13 5 42 x 24 1/4 -70 (3/16') X 80 -44as 3 5 5 2 13 13 6 42 . 28 1/4 -70 (3/16'7. 88 X 72 -40 1 5 a 3 14 1 14 1a 42 x 34.1/ 4 13/16') GENERAL NOTES: 1) SHIM AS REQUIRED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL ALLOY 6063: 3) USE CAULK BEHIND WINDOW FIN AT HERO. SILL. & JAMBS, 4), USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNNDOW F►:ANGE. 5) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY. DESIGN PRESSURES FOR GLASS THICKNESS MUST SE.DETERMINED PER ASTM E1300 CLASS CHART AND THE gmLER VALUE MUST` BE USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 75%..OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WALL BE LIMITED TO 40.0 PSF DUE TO WATER' TEST PRESSURE OF 6:0 PSF "ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WINDOW IN SPRUCE PINE F t (SPF) WOOD FRAME OPENING WITH TWO BY WOOD STUDS USING. 0113-0 NAILS OR # SCREW OF SUFFICIENT LENGTH TO PROVIDE MINIMUM EMBEDMENT "To SUBSTRATE AS SHOWN .ABOVE IN TABLES. 8) IF ExACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY' LISTED WITH NEXT LARGER SIZE. SHEET NO. W4 COWARJ4►i1►E ANALYSIS & TAPCON 01 OCA-n CHART SHIM AS-REQ'T)', ONE 9Y. wowASiME1300. (5EE NUNS)" SUCK BY OTHER CALL WtNboW DESIGN:PRf:SStiRE TA PCON ANON ,LOCATION 130 OM PARVUY SUCK WIDTH ) 1�J/44" MIN: E 6� l tG G OhtE tiY WOOD . )NSTALLA11(k±l AW;KCP, EMt3EDME11tr tIZE SIZE (it�t�s) C*ACP iN PSF' LfJCA110NS f FLANGE TYPE DP LOAD BI)CK BY OTHER / tS SI?£ 1 WINDOWI FRAME .:. SHIM AS REQ'0.JAM wzm CAULK BETWEEN JAMB (SEE NOTES). tT 19 1A -x 26 _ -2tte T P.c.H.1 to IA: le -80 (sse) CAULK BETWEEN WINDOW WOOD BUCK 13 18 IA. 38 3/8 -193 F..6.H:) K t%0 s 11 V% -80 �m) MASflFJRY OPENIND FLANGE do WOOD BUCK Q � 14, 14 1/8 x-50 a/a t,64 F.r.HJ i11/t,t3+Il -ep fIY OTFIERS 1+;a 1a )/a x 54 6/6 -150 f G.Hd s 1J6, 25 t/w -70'1 +5 19 1`1 >< 55 S/e 147 r Ot t xUais:SjK -70 (sss) 15 t9 1/0 x 63 -132 D E F,G iLt t4 t/E t 211/4 -55 (SSB) x 7Z. -its . D,E f.Cji l k t/d t 3330 -55 (DS8) Q 47 19 1 .x .8+ -ID4 Ac vxF.Cyi,1 1#4/i t 39 -50 (Dsej 1 1 a ` MIN. INSTALLATION 1)tlrt 11i2' 26 1/2 x 29: -138 AC' 7 e"143 VIA * to 3R -So (s5$) it i MENi 4 ANCHOR 1N3 Z6 ij2 it 38 3J8 =188 C F.GH I ?71/2 Y 1i ?/It -80 (sse) V JH4 20 1/2 x 60.3/6 -101 A C: Fth, n l/k -a° (sse> 1N4+4 26 1/2 x 54 8/a -ton tic T1 Hj 23 tQ, 2b 1174 -70 M& I PERIMETER CAULK CAULK : BETWEEN itt".5 20 I,* x % %ft -1OD AC F."i 23 IAA 251/1t -70 (5 1 BY OTHERS WOOD BUCK g WINDOW WIDTH MASONRY OPEN9IG 1►15 26 1 j2 .x e3 -91 A,C F;c,Hd 231h �211R -55 (sse) MA OTHERS 1H6 25 T/2 x 72 -79 Ac' F"A 251/21335R -55, (OW) PERIMETER CAULK 1147 1 26 112 x 64 -60 Ac FC H,t 211A x313/4 -50 DSB) BY OTHER EX•TER IOFF 304 3Q- 1/2 x 20 -1T3 AI#C F•.G,H.i 2t1/29 Te 3A -80 (s5S) CAULK BETWEEN- 3b*3 30 313x+ 30 1p x aS 3/8' -86 AC F.C,H.t D 1/2. is 15/4 -55 (SS8) F N T�YYppE %2' z 507515 -78 AC F.Oj9j 27 I/L, 23 t/It -50 SSBjt . I A At�Dz FRAIAE WINDOW FLANGE 3Dx4+4. _W t/2 . 54.5/8 -77 Ac F.0 H t 21 t/A, Z51/a -49 WOOD BUCK 30x4 5 30 1/2 x W 5/8 -76' AC F.G.M.1 "1/2.251/11 -49 (sse) *430 1/2 x 63 -76 A.0 F.%Hll V 1/A i 21 T/t -50 toss) SECTION 2 3" 30 1.%2 , 72 -71 A C F.C,,H.3 22117 x 33 * -50 (DSB) 60 3a x 84 -58: AC- F.G,IL1 VtP,313/4 -49. (DW) 22 37:i 26 -00 x.0 Flami 34t 193/4 -80 (SSB) 23 37 x 38.3/8 -67 A,G F."J, 34 i s "S -55 (S58) W1Nt)OW 24 37 x 50 5/4 --57 A;c F,G,HJ x / P31JI6 -50 ((s5s4aB)) WDIi. 94+4 57 Y 54 S%0 -55 A c FiC.14J x, 251%14 -49 (sse) I 14+5 37 X 65.5/8 -55 AC F.G;Hj 34,25" -0 (sse) j EXTERIOR BUCK 25 37 x 63 -53 Aid F.GHj 3t 1 a V's -50 DSO HEIGHT 26 37 x 12 -52 AG E G Hd 31 z 4 3/4 -50 (05e) A C 27 37 X 84 -52' A.0 F.G."4 34sa 30 -4D (0S8) 4226' 42 X 25 -49 A;c. F.C,H.f V 110 3/4 -so (sse) 4238 FLANGE TYPE D E 4250 42 x 50 5/8 -40 A.0 F.C.N.t 311231/4, -50 (�) WINDOW FRAME-SILL� ( ) 424+4 42 x 54 S/E - 40 A.0 F.G,H t 2 s 251/4 -49 SS8 i24+5 42 X 55 5/6 -40 AC f.G.HJ 35125 4/1t -44 (S58) 4963. 42 X 63 -40 A.0 F.G H9 M t 29 VA -50 (0se) 2 4272 42 X 72 -40 AC FG.HJ 39,333/4 _50 (DW) J K '4284 42 X 84 -40 AC Roma 35139 3/t -49 (D58) 1 PERIMETER CAULK 4826 48 x 26 -49 A.0 F.O.H65 j 45110 3/4 -(sm) BY METE 4" 48 x 30 3/8 -io AC FGH.1 451%t15/H -50 (ose) 4M 48 x 5o .5/8 -40 AC F.c,Hj 6, 231/t1 -50 (3/16-) .4114+4 4 x 54 -'S/8 _-40- A.c F.".1 6 i 25 1/* -50 (3/16-) 484+5 48 x 55:6/8 .-49 AC FG.Hj rts 25 //* -so (3/18") 48" 4a. x63 _.40 A.0 i :O,H i 4S 129 V4 -45 (3/167.) WN60W 40*Z 4a x' 72 -40 Ac F.cjed 4 A 33 3R -45 3 6- HGT. 32 53 1/8 x 25 -40 AC, F CJU ! 1A x t0 3A -65 (SSB) j 33 53 1/9• x 3F S/8 -4a A,c F.WU 50 1/6 i I$" -50 (DW) i ... _. F - t-a 34. 53 1/8.x 50 5/S --40'. AC F.G,Hj WIA1231; -50 3/iV j 34+4 53 1/8::r 54 5/8: -40 AC- F,G.H.t Se-Ip,2St/q -50. �3/161 i Q a 3At5 63 1 fa' x b5 5%8 -49 AC F.QH.I W t/i x 25 lJli -50 (3/16') ,I 35 53 1/8 x w; -40. A-C FG,H 1 SS1p t 211,4 - 5, (3/1fi ) PRE CAST SILL / 36 5J 1 x 72 -710 A G i.G.Hd 50 i 3T -45 tJhe') BY OTHERS -/ CAULK BETWEEN WINDOW FLANGE HOB: & PRE CAST_SILL WITH: VUL1(EM 1) TW A ROW ARE POSITIVE AND NECATNE 51liJCitW1A4 >!51'S OESIM LOADS FROM (MPARAIK NULd HAVE NOT t16 ,ADFIESiVE CAULK OR sm:CAPPEB Ire ftwLT5 OF WAmt PI- Cift"" TESIING. WHERE )1K WATFR.TiO MAHCE IM REOLWOA74T OF I= OF APPROV® EQUAL '.DE M, LOARS APPt. M PCG71W 0�1 LOAMS WILL W 1.W1Tm TO 40:0 PSF 0M TO WATER TEST PRESSURE Or S E C Tl C N 1 &W PSF ACHIM ON IMT. ; 2) N6 TALUtT1011s. FLAPtOE.FRAIJE MRipOW 1N CIE OR AtA50NI2tf OPENR4G USE 3 6' Olik H I TAPCQN ANCHOR.Etf SUF'FKiIENT LENGTH T'6 PROMbE 1i0N.t-1/4 FJiB®AiNJ i��f8$iRATE GENERAL NOTES AT. L01 A11oNs 5HO1W CN CHART; J}: 5!i F1EYAylONS F0A tt'E1I' Ta 711FbON LOCAiIGNS "1F EXACT WgIbOW '9ZE Is. NOT:LtSTED .N ANCHdt �11ART, tI3E ANCHdt'OUANTITY ltST� 1') SHIM AS RELYD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX: ( wTH NexT APPRORr�taT ! PRiSs +E �' ALLOWABLE SHIM STACK.TO BE 1/4` i 4 WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063 ELEVATION. 3) 'CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS,SILL MUST ,BE� � 1 ATTACHED, TO THE SUBSTRATE WITH VULKEM 118 ADHESIVE CAULK OR APPROVED EQUAL VIEWED FROM EXTERIOR 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT ta111r. twt,s Ti: im-PA salp19032-oww.11 351at MANUFACTEREWS RECOMMENDATION ASSEMBLY DRAWING 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHART SMES 1450/1950/1570 SIHME HUNG W&W* SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. a+�• o+Ko AR IP N/A ALLOY mm DATE WE NUMBER i 12/08/03 B INSTALATION 14501 SHEET NO. W5 IF REO'D ONE 13Y W0�0� INSTALLA'UM ANCHOR. ouw CAULK BETWEEN LK I& WINDOW WOOD BUCK & F"LAYNGE M BUCK MASONRY OPE?*NG BY OTHERS a PERIMETER CAULK Max o; RaWN APAM6_ M EXTERIOR QWW AAEME SILL PERIMETER BY -OTHER 1 1/4* MIN. SHIM IF RE:QrD. BUCK HEIGHT BUCK FLANGE 'IW,E WWOW FRAME JAMB PERIMETER CAULK __,- BY OTHERS WINDOW WIDTH EX-TER[OR- CAULK BETWEEN SECTION 2 WINDOW FLANGE WOOD BUCK, WINDOW wDH. A WINDOW HGT- —ONE, By *ow BUCK 6Y' O'OiM E1 M MEN 144", MIN. SHIN IF REQ'D. PRE CAST SILL BY OTHERS CAULK BETWEEN WINDOW FLANGE & PRE CAST SILL WITH V(AXEM 116 QHESIVE CAULK OR SECTION 1 APPROVED EQUAL HT7 11) SHIM REQ!D. FOR LEVELING. 2) WINDOW _FRAME M'MMIAL ALLOY - 6063 3)- CA" f*HIND WINDOW FLANGE AT HEAD AM JAMBS. ELEVATION 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR ' OF ININDOW "GE %4EWED FROM EXTERIOR 1 5) DESIQI PRESSURES SiOWN ARE BASED ON MULLION CAPACITY ONLY PRESSURES FOR UM THICKNESS, MUST BE M-MMED PER ASTM_1300 GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6) WHERE WATER RMISTANCE TEST REQAREMENT OF 15% OF DESIGN LOAD APPLIES OEM LOAD WILL BE LIMITED TO 40.00 PSF. DUE TO WATER TEST PRESSURE OF 60.0 PSF AD-11 EO ON TEST 6) 11WALLAIM. FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USING 3/16" TAPrXN ANOW OF SnCXNT LENGTH TO PROVIDE MINIMUM 1 Ile EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART 8) IF EXACT WINDOW SIZE M NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED MATH NEXT LARGER SM 2 INSTAUATION ANCHOR CAULX BETWEEN V/000 BUCK ]MASIONRY.OPENING BY OTHERS UOMFAKAIjVI:_ ANALYSIS & IAPCC)N, AN UN LM�7AIION CHAKI ASTM El300 CALL 'MN00W DESIGN PRESSURE TPWN Moo LMATION Wt. PARULY SI ZE SIZE (INCHES) IN pisri LOC-A-TION--y NOW ZE wm SIZE DP tw 14 HrAb 4AMB VfiQHrAEl3IT , I2 it 1/0 X, 28 -zw A.0 IA it *14' -w " 3 Tq 1/6 x 38 a AX F.4JlU V"ilo"' -m 14 lll, 1/8 x 50,;sA IFF0 ISIA10vt 14+4 19 Qo X.u;s' k _t5o kc - L 1000sw - ; :Klt IAI+5 19 , -147 ��c F." _791 (�S"w -132 -its A kc• is, SA 0 17 1 to lg.'j�'79 19 1/&x`64 -104 A.C. D4F.C3M 161A- -55- I H2 26 '1/2, X, 26 -IM. kc : F.!w p w i ".0 3A, -80: (sw� 14 2X 112 ill 416. -im A,c' FCOU voivx*% --to (ss's), I" 21i f/2 • aa ma -10 A.0 0 IfA '-'30 J'�;O 194+4 26. 1/2 w 54 5/8, -100 A.6 U 23 x 251119 _70: 1114-1-3 26 IJT . -55 5/9 -100. AC f.G.Kj 231 X2590 -70 (sas) 1115 26 1/2 x! 63 -9f &C - E"i vl=W -55 (sm) tm 251/2 %72 -79 A;f- FAX 21 i/l 131,501. -55 090 VH7 1 26 1/2: A.C' FIG.NA. is 0 ijf3A -w 3OD& 36 1/2 x 2k _113 &t: 7ziu— ov-1431k (Ste) 3OX3. 30 IA x 38 3/8 -as Ax F.C%I"j 'v 1/7 x 4 " :30 55 (sse) 30x4 30 1/2 x 50 5/8 -78 A.0 F."l. 21 IA. 0 JAI -50- 3DK4+4 30 1/2 x 54 519 -77 A.0 FAHJ UlAi �sse Nol 3&4+5 36 1/2 x 55 5/8 -76 tomi V IA m 35 9/m -49 OSS) 3_0x5-. 30 1/2 %63 -79 kc FIG."i it .25 IA -50 OGO) 3" 30 1/2 v 72 -71 kc F;oxj 271/2X333A. -50 X67 30 1/2 x 84 -59 AC FA,,14j 27 IA:N X 3A, -49 tiRj 22 J7 X 46 -89 A C F.CHJ xsic* (sso 23 37 X 316 -67 A C f.G HJ Xsll lSh9 -515. 24 IM w 37 zo's/a -57 As is -50 24+4 I 37 X 54 5/a, -55. A.0 FA"J. M-x 251 -40 24+5 I 37 X 55 5/5 -55 A.0 FAN.1 31225o 49 25 v x 63 -53 imlc (DSR) 26 31 X 72 -52 kc r'q'"j Z4 1 M 3A -50 (msb) 27 37 X.84 -52 A C rAl"i X a 31ijA -49 (OGO).. 4:226 X 26 -49 A.0 FAH-1 N 114 3/4, -80 (ssa) 4139 142 42 X 3B 3/6 __Q okc Is I 11k.um -ss (wo) 4250 I 42 X 50,5/11 -40, kc F S,1,23,11S -50 4Z4+4 42 X 54 5/8 AX -41k 13 4Z�+3 42 X 55 5/8 _40 A, c 31 1 25 -49 ( ) 4263 42 X'63 __40 A.0 F.GHJ 31.2W -50 0m) 4272 42. X 72 -40 AC FAKI 31 g m* -50 (oss) 4284 42 X_ 84 -46 A.C.F.G.Hj A x a V4 -49 (OSO) 4526 48 X 26 -40 kc Famj * s 103A -65 vets) 4838 48 X 35 3/6 -40 AX f'Ami 45 2 IS 131A -50 44 f 48 X 50 5/8 -40 A.0 FIG." j 6#231/9 -50: Gels 4+4 40 X 54 :5/8 -40 A.0 1,."j 45 t 25, V* -50 (30ft) 444+5 48 X 55 5/9 -49 A.0 F."A 43 g -AqA -50 '(3/1611 4853 4aX 83 -40, A.0 -46. (3/16-)l 4672 4a X .72 -40 A.0 F,G,HJ $1333A --4& (3A6") 1 32 0 1/8125 -46 &C F.C%W NAA x V 3/1- -65 (S50) 33 53 1 /a :x 36 15/8 A.0 1w,"i 50 IA I x *0 -50 34 :53 IA x 50,316 A.C. F'jV li 1/4.i.23 110 -50, 34t4 53 1/6 x 54 5/8 -40 A.!'CO P, 1 0 1#% x 25 Ifig, -50 (13 i! W " X. 66 5/8 -49 f.c."j SDI/#, k Z%m -60- as I 53 1/8 X 43: -40 A -45, (3/167 "NsmoccToak LF tot w. ON4 ?A - ow"04k Tx 7MM ASSEMBLY DRAWING smcs t450'nS50/1.570 FE & HE SNOLE HUNG "ND01i ORK. C34m0 scat AR IP N/A OSj25/04 1 B I IKST;a" 1450 SHEET NO. W5 CONCRmMty 7Y10 BY wow BUCk ANCMOR Olt 3/16` DUl TAPCON; 9` rF4M OPENING By OTHERS &-t3-t/r = MAX BY 011 2 by .9 OR 2 x a WOOD BUCK BY OTHERS 4 (SEE NOTE 16) SHIM AS REC'D 4 (SEE NOTES) � q - .4(. STUCCO —11 By OTHERS PERIMETER -- CAULJc OTIER,S Hi�OR FRAME w CtAbNC — (Sa NOTES) CONCRETE I MASONRY C BY OTHERS 1-1/4- UK INSTALLATION ANCHOR CHART SHIM As r4oro --91STAtJITION ANCHOR EMBi C N07ES) )MMT 3P AIr SILt N 3 6 -Dti l� /a SCd" CA" aEIVM VXXV DOOR FRAME t-1/9` a1�I EMBEDMEi1T CALL DOOR TA � HOOK !1p' TO 4i6 PSF 91 P5F UP TO 46 i UP TO UP' TO CA MASON" '� CONCRM CONFlGURAPON INCHES 46 P5F 10 60 TO 70 43 PW TO 60 TO 70 70 PSE 70 pw OPENING oTFETtS OR MASONRY DP PSF•OP PSF OP DP PW OP PW DFI DP OP 06a 5XM OX. XX 6o X 9D 3 3 3 3 3' 3 4 5 GLA2>f10 O Q (SEE NOTES) BY OTHIERS 606a KIN at xx 72 X 8D 4 4 4 5 4 4 4 6 4 5 t-1 L w" )U ax, xx 96 x a0 .5 5 7 5 5 7 9 4 4 S 10068 X% OX XX 120 X a0 9 6 3 3 6 3 3 3 5 5 6 4 5060 X0. OX XX 6080 XO, OX xx 60 X 96 72 x 96 3 .3 3 3 4 4 4 6 6 aD80 XO. OX. XX 96 X fi6 6 6 7 5 p 6 6 ow �' 1011-SA X 50 6 6 6 6 6 7 4 5 1-1J5" MK SUC15, BY ANCHOR K 8t1rK Etr 01�T 31W CIA. 1206a Ox0 15M ONO 143-3A X 60 161-3A x 6o 7 9 7 10 9 11 7 9 9 12 10 14 4 4 5 S TAPOON 6' p FROM E 7680 OXO 91-3/4 X 96 5 5 5 6 5 5 6 5 7 6 5 6 208D OXO iQ9-� x 96 6 6 a 6 QCv OXO X 96 a 13 12 6 6 MAX. BY OTHERS ISOM lm-2/4 9 1 13 16 909a = *Hs - 106-9/14 X 60 5 S 9 a 5 6 9 7 10 4 4 5 INSTALL ATHON Q' ANCHOR I2w Xlx 142-*U x D0 77 7 5 1 /19E 4` aAx. 15 5c2tEw 15ismx1x 17a-//M x 80 B 10 11 9 12 14 4 S btSPACE 7580 XEX 88-" x 96 5 S 5 5 S 5 5 6 9011110 )OX 106-9/IS x 96 5 5 6 5 6 7 6 6 CAULK BETYM 12080 xx 142 DAS X 96 7 a 9 7 10 it 6 6 BY OTHERS K vAlO 1D a" k lAm = 1711-111114 X 96 a 11 12 10 1 13 15 6 -12068 OVA )O= 144-SA X 800 7 7 9 7 9 1O 4 5 STUCCO,BBYY 07N OPENING By OTHERS 16068 MCA XXXX 192-SAS X DO 9 it 12 10 13 15 4 5 DOOR IOOBO OXXO, x)OOI 120-sA X 96 6 5 7 6 a 9 5 6 HEIGHT12090 OXXO, XXXX 144-SA X 96 7 a 9 a 10 11 6 6 DOOR TYIDTHE[-.�I/4-MAX'2 13Y 6 OR 1 OXx 192-s X 96 9 12 14 tl 14 17 6HML1 SPACE 2 x a WOOD BUCK 6Y OTHERS SECTION B-D (SEE NOTE 16) CAULX HOOD BETWEENCK G o aAS•Y OPENNO O BY OTHERS CONCRM OO A ��ASONRY V J 44 1-1/4• MIN. sUDtHEG GLASS DOOR 4 q 4 BY OTHERS LSERALL.Y APPLY IbAULKINC V p EMBEDMENT fi00K STRAP !1 BED UNDER I+ OR SET SILL IN v 4 4d SECTION A —A INSTALLATION ANCHOR d ,-Sf4. MIN. um. 3/16` DW TAPCON EMBEDMENT i W DOOR TE75AL: A1, NK M ALLOY 6053. 2� TAPCON TYPE OWALLAMN AMC *NM O SILL MUST BE OF Si TXXNT LM M TO A00M MN. 1DOEDI1DO OF 1-1/4- MTTO LIASONRY OR C04011M P SCREMI INSTALLATION ANOIDRS MUST K OF SUFFUM L04'MH TM ACHIEVE A UK Ei/9erMENT 0' 1• NT0 THO @Y ROOD SUCK ALIVINATE TAPCON INSTALLATION ANCHORS FTRONT TO SACK N FMNJE SLL 4 USE CALRX FOR PE. WTE R SYAL AROW0 F�CMbDR OF DOOR S If ExACT DOOR 92E is NOT LL W N NSTAI,"I M ANOHOR CHART. USE ANOM OUARITTY LISTED MITH NEXT LARGER 92E. FOR THE APPRWMTE DESIGN PNMSUF4E In*& 5 FOR POOCET DOOR S M USE CLABEST 9TPAS$ 0001 ON A CONFIOURATgN 10 FINISHED MOM OF � CLASS SME PPRO QAMG ALSO AVED. TD PMM QASS RaME35 MAY VARY PE% REOUS+ELiEHlS SIUCOO 9) ALL fACMT APPLIED HIX0 MOT OO*= FOR TAPCON ANCHM SHOLLO 9E FLtED RT11 #0 SONiNS OF St*T1CIENT LENGTN TO PROVIDE MN. 1• OMEDMEMT INTO TOO MY WOOD SUCK CAULK EIETNFiN 9) JAM / STtL 69RlM ARE TO 9E SEAIM MT11 A SMALL JOINT SEAM SEALER. —a.-+ wow R SLID" 10) !IM AS OEM AT EA SET OF NSTALLATI014 ANCHORS LATH LOAD KAR09 9MN. MAIL NiOWALE SHM STAB( TO DOOR K 1/4•. HOOK SI'm 11) ALL 9W91AIM A*>0R5 MUST K MADE OF CGNROSOM PMTANT MATEI S. � 12) wwcK i1 A r REPRESE11Ts MQVNC PANm AND Cr REPRkSQtm RrFD PANEL APPROVED CON maAT1 m ARE AS US= ON 1114TALLA110N CHART. (SEE NOTES) INSTILLATION ANCHOR 13) NOT ALL 00117"RAIM LISTED ABOVE ARE 940M ON 114S WAVING. HOf� MM INSTALLATION SECAONS A -A•. 'd-8' 3/1C OW TAPCON A HOOK SWV DETAIL APPLY TO NSTALATION OF ALL APPROVED COIMItNRATNINS SLKXNC CLASS 14) WAX ALLOOAM SPAONG 9ETSEEN TAPCON ANCHORS N LAME SILL TO SE 24' O.C. DOOR INTERLOCK IS) SEIdES 420 SLDMIP (LASS DOOR 45 94OW TIES PANT ALSO APPLES TO 430 ! 440'SEIM& 14) 2XIS OR VA TgK 9OD BUM TO MAMY VMXNED TO TRAi,&V I E LOAD TO THE MASONRY MCIRIETE OR OTHER HOOK STRIP DETAIL S11WC1LIAL *=MAN. 17) MOO PRE43SIW CAPACITY OF "MXT TO 9E J0.0 F•SF. _._ DOOR VADTH A R 1T A - EXTERIOR ELEVA-nON �r d� • , y.S .� 0 V Nb. i � IODI M. lid. • CmaMol� TI 7500E • POI. ia1 at9022.01>bt. ix 753At • • �r = oRAaw otwwTloH - • �+ SERIES 420/430/440 SLIDING GLASS DOOR r t�T W�a INSTALLAT10N DETAIL WITH TWO BY BUCK IN MASONRY 'JAM J a � wv SnMM r o«a w suLt MIN= Im 1o0 16000LO• @w- 9l lR„ wx 6. ww-m ► W. • w� A.— ••oa •Y. mill• •Y W. Ml`.+.. SHEET NO. W6 SVR Lot 6 Block 2 2 Apats 4.•.rw..nY...e 61wATag ll" I.1 IHIMOIti CaV'' SENTINEr CCORPOR iHMHOLla SHMHiOLai APPLICATION INSTRUCTIONS Fwa Mau Patfem Engksh Size Shi4w. IT X W (305.914mm) GENERAL INSMC nONS • CAtAMW COWIIAMMAPPLICAflDM CM AMIS-M aaaddae "du W" bAaeeo 3nlaaba 1 ad ADe a w" to Soso to a arm P 9DGM tltteaernsd asp tab ad em Won OR fer so a Wage bb 600" MW It I m b AM tt'-t3`;z:9.33Drtnj Sdf-SallAdrsi+e0nfton � tt�-tY(�`,���` ;1ffi'-i-1a3'(13�BIntm) t""`'-'^ i12'-1-t/l(13-0krnr) dMndr. d$tops-4ftZ(w6fwd" ", i� a iarSktps211i�112 tE7a�.tLlm (mho} wMrblsrt Cow acx wllb aaa Wrat Yrnik iMmaul �Hhebrri asi aw 1YAYF cover /r aaacwih bo To Fastm M0e+m d a11e`ik°Ngo WW on n� rich :�w�anwf or uasfeeMM edu�eyeaeuaeeream�dlerer awmw+d dmC1m fasflinst►�6r+dSXiFd bmarS >aorm&wd' udc erAa as low" whm w6 mw be caw M,radr �p�p w bdind b saa>td. u�iaraa air of sAwtCwailrw�l' w tat WIN fm nab- {� aMa1l qOT be eDgotxd) ion «aero mnta F,k Irba nwa owarq wa mm a o by 3s (tOrmd rrd Hirai tt fay mr# erNhrg fu rod was br w (farms Sad odrnd 2t ("1" �,p wa iefoo (fitttaa) bryottl ttr side sr. ee dams a doMi< Dame m ad a peso. iaatd 2 pllee of tcrgbws` y t;d' -g 12 r c+era+et\ Ora I i33.165aeni Fa6lhlbt (nlKt Nui` ewrer SMt-Sra1 tr taot�wv rr..a.rrura. te.rev. aana.ea aarn. Semw-? rwr wM.Wtt w Fer aY.rttpp.a. r.9•rta. Lastew. Ib�rtwblaG wf ITLsa Require A Sir Hai/ Fastening PattomY .,,..a •,a sa tto•.Inradwr. o Use tt dKedons abm will Me tOt&mV mo fitabon: r a+.Ya nor w W✓ + w �..a Replace the If w two fastening 10Caf-0nS with W fastenug placements. Place two fasteners 9° (229mm) from eidw end +t• V (25mm), and place (� r noa.wd ba Lap tarrmeaeaa� two addtot* W*ners 14' (356M(a) from enlist end +l• t' (25mm). aa`+0w m wa..re" arrm.ywd Eaw seaeor 3 twnfl"w:nd to dame won W 04VIN rid *An -0 dr sww marsk tstinora mq a rid Mom Mn a ttym a Apm N ha 00 wt 17 eD tr rod abamr 000awe Can auk an famrnd mow bold on me roof wd mry dm W ma aANVm Y.r.... .Yw Ygr.r Y�; • rwr. L a.wY. •:.. a. arNM wYw.MreYMN/sIf awnaw ww....YrraY YwMY waW� 4 ft9n fta1C000 COI I f 0*0 ft ha a ISM te remi4 Cv&'.* as udagatu awes by brMg wan kbre cis aura tear m w Satan cooraa tdm PIR bK t� mom Yba 2 Yba,alai! Soon IIin b'ftt lrba 9trYte a chat is o�aap ak oouran b dtadt la �t�aaot bar toe silo. Bqn te1Wh chase wllb a uM sn ago an 1 rleeratbpmmabuaaia etAr�wM� aoakk ti101f: be bid ham eats aA�t �. sbn at.b. tab edaItwftm netr(1YEm+) W ♦ ba •: 7 chkm" FiwAblyV&MW Cormbuctlon - Cbwwa or Wow.n Vmfi" 9 VA" con"Mouaw-opm CIA ._...,nay., ,`,o- w•aY��+rr 5 1 6 {HAC Np L artl0pqa alt vlw or cm 91D A rldq dapla from dtaa Mil O*QI s, am apgy a shena. Poaabn spa awry ittan pterabtp otq tarection 6 vMnl F1wiNrrq tsbpaad aoa to v rdnt YWII) CutWgetanwaaeraa etwr naM mewtvd n�p�" t74ft af7 faaan••1 wwt •rrnare nrerwa awrFbvfap• /TWp t. bat bea I.. w/rd 6nQan s - NOW 6IV 114&-W drat t` rSSnrra •s .•a Wmw s• t+�ro•at�• �.- r�w�.w.•Y. to 5. Me4+d Canters 3Nng► Flod Deac or m COW hndks to aaaan 3t1Mfaa. i a cold weanhw a drir edpee daanaDw i ad w irnyeeawa 1101F (d3'C.) Slave on bf po/ks an b be dotAb afadad. mast sba 0o ad wee nm auem ppea, radaaotf, d0 tX1 D pe of in wad wbaa moms I dmlaa. Mr a *WK MM151 be tmr gabd. il/Daiw Mo i bob pom" a sum" mm kbalt. bias" end woos. H ou am to wmlt b OACI:,�rspi daMt mtodOX a" an bme, adw�atfttdy kbom Wam my�nragd4sts ddlr s(oti tladWt lta nw' ahnglee. s road riry/oa woods a smo* ttwsaa Fawrre awd be d e kWO MtoI"om pwwbM daaeabud 3W(1 01 oayt Fdaaoawabaeratueftabr liAwIta0� amaaddq prdtlt iresWlaatrr+tooda�dt�p,aiDsaneded.bb 1snrYeawAoMarouw1 'edwoodsdsrw M nadaasy Now q0 wdakyaant b arirrin Cbm A r dp IDr vow asm wos LWMD111W1aMryaftq" a an dim OWN_a LONAMM eW(MwYpttw�aroas as AN ~4d ` sew wk�"¢am16 sYf'left nMasbbrs0ar+tat'wpaeal°'wwar. aeon us a4trYb CWpown Emus" tteoa Z o 0 O w Q U u ¢ J L^L LL Q U Q Z LLI W i x (� Z Cid o 2 Z 3 m U— O • rl 8 �Q J a Z 0 as z 0 �w sZ a > o a SHEET NO. R 1 SVR Lot 6 Block 2 TIRBER(jAf ,kU+rd TMBERLlNE IMBERUNE CMPORMON sxrxsas axwdrass�` 2 As..tpras etawn', Apply . w rw mra.....w narrw r+.�wwpw�esw.aura -.. rwa:wrM�r da '•:a T�eT,sa,ael APPLICATION INSTRUCTIONS Four Nail Pattern English Size Shingle:12' x 36.15t16' (305 x 938mm) 1z-IE(3f�►358fm) ,r-u'(3os3ssrrm)—.. 172-2•tt (t3dkmn► t—`— t7-2.1,71IM4mn)'-�� i 3 R"Wro A Six Nail Fastening Patterm? Use ffla direcdom above with the folio" modfication: Replace the inner two fastetw,g locations with tax fastening placements. Place two fasteners 8' (203mm) from either end +t- 1' (25mm), and ptace two additional fasteners 15' (38t rrm) from either end +i- 1' (25mm). rw. eer o.a. wr rw• wgus, n.• e� rrti re r wew4 Y r Y (}lira r OMB, err a 7KP-wmdP For sRgle ley« wpecdbn v. tap nk Adpa stw bnnp and apply as enomu. To X le Of dabie" VPMM at Ho & MW fat QaOrt- appetaliob. start vent ttlpY add.w. d pentad Yfp 8 ngk�tlwp..�.s.and cortlawe ilCln m rwroefddr trMu do" wss FMM In m marw ten .wmom ebewn Ap* we Vww from Would q wind dirwcbw 3 Snmd atl mate null 61AWN wd bell wfth fr tern wwae. stdnples NW be w from we to uup4w «ddw m lit 00 WT my sae W*m up bm rod lured oft Woolen cm case an twreect cow demo on lie rod arc may amnpe are w"ies. mryre•aa ewrerrr.r:+r er�i wrrx,rwy .wwrrY. 8 w" Fmdw n mwpad Root to Vaal WO) 4 °a ue�eacond terse a slam,. Tiim r (152rtm) km frs mew at he snirp,e.roeaow,M a,fmaewrward eoraseef,ae,erelam d he wide eaemnts. n,k,eepfe' - In a s• pnmm) hposrsw�,h,l ldl,wiall stw�dlm acres fa ma aline a e9aR atm alas my a e w ae to ddwo W" atperrAme wAlh bred way be lead kam abler lich orwart a too rate ffllmr� ItakerpC(tStlwn) 9 chl.W Flomolldregl auwr .r..rr ur.r O�1•Imt'�•ryywy W trar YlYwrif rrrwa•► es•+Merrereror GENERAL INSTRUCTIONS �ter a�raise on fa ore a (z w kaa bdeam, a fm tWa. Well arA etlar m tatlmgldaeoar elhe tlel fro earn. • Fxaofalnc: r (,rr,rw,1 •TtRiDUi0t1YENfi<Att011:Aaeeaeleeiermmedbbd*W two e welbrroayuvwtaalknm kaY irMt«O fwt 3Uwaftft �• N Alf ardor 1 N1K w aF �� mrrr MEEI LL OW 90W9: Rew,dild 31MV Mb ad mM edfea dm • Al .T Far m a silm s teb eEMWr. Wm maa,n m ASTM De585 Tra I or IL llndee Stwtrd ? �llarnhn) a a+ora Undwryln.nt taw swp. TlS2dr14 t—) rr Ikau nIN lie eaYo� b ey �eaw.pANMem a AwuealM. a.www.er ar.aw urY� cove IM dear wen ao go" Iew a w gWro M� a eeiyieM e�Ceryaaie r M�wtMr wed wwnd �a, ws.L U..*. * m turd w,�rr�n+srm vrc. bYvr a.d map 1«.r. A x. �a ra oft keshwa r tearmat 0w, nr1M m leratikswlra IWm may a eauae emarg�cra��p bee rek rm talk d W MYrfda t«paWon Watlrr Mgar «tom L.Y w baaa as r dabrb dtae moll ceedhe flit rod edge by oft" sd aruW. 6+e a.� m.l averlrua the tall edge by w t10r.n) eeN amlrr0 24 �gtOnml edaed>~r (6toeKq eeyead fa bide' M eae. ,rttide,.ie �cs awra «abse dens r. od ewxrd. iatr 3,we of r --voir.. oeee Yrrao yhlwf .100 n; rte.e 5 Tid d CZ7armd dram fa hsl et O in fm caw. Mm wrrlma wtm W OnpNc cams em roll. 10 Van" cearot wft"-cf a net 6 Fom,tfl and, Tkn,Pit32mmyfamteml nL4etouxe.tteaconinrewmNsfeptes am ma, i§tl aw aese.arw exl��sm repeat W werma wmttuctaa porn seep 3. r, k•are.t errwe paaeraa• sh: nudonary tee am TbrMerVa., sell-sedna aeptall dr Vft bum of the mauve ctw= ofrw ,.hrpr a material reef fame erbgb wa be etft hezW i Bu,� shW na be dropW on adga nor alouid aixaltre be Me* m ewrak Oftles by 2 Nall k the AyI sleeves cancan eml ilm broo" in am watimr «meY 6" dwm h red WOW. i All opdeed nmarac mast be of Clan A type. e. Smraae shoal to in a covered, va Wed arm-Inudmu.lempmbn I10-F (Q'C Shn on W surface No At werptw lQtmkffi+a, bmtds r re m be dDale shcowt Stra,pb mart be prowled kbm wnetrr rtr, sexed lam cu Ob not etbte Rent sram pips, -26ODM a[, or insurf,", AN raW product mast to stored a, ands. Impolli ".. Reek wee au,plln to geld antra eneea b win 0e11 t+elelk w older sTiapbaremwwirnplod, mi dom«adawayallM m. curled «riftedaiw awe:mWaME!Mwr, xm PC coot>DpyYp ow "W Imme a- I"aurt"CI nabl edam 3u' (, or t.9k fwooan ptywow. FNdoer 00M abort Yeleualofm b apaeullor. Moen an be applied aver wwbd simn}as wlmn p,eautfarm Iwve beellnn won m WWAN SO rtwoom Zme. Tta irchudes cu back old eaMOM at eaves and MW and error a raye wood ... , W" lie rmedee. woo arrow amobm and me beveled rood afps m rsalsay kmhp /all aderWnrd h mwdm Clan A Mft liked r Y saw aw+ n llAslsll MWY(r( oil' A my d q taaWV Wlmmw.aw A amen w�a eaYYaY,mYR+tm as eve Pad+tw w.. ba abYned wenwmd. boWgw�, as! •ww4e. A.y eeeYdon Yee WWO tmvaw1, !all a INSnmrmbLw d wpkww,d+r aecic Z W O O W w H Q u U J a � a Q LU w 0 x 0 0 YG o = M LL O • r—� O 5 � a Z O Z O W g a LU > ~ o z a Emma SHEET NO. R2 4 L MINIMUM 2"X 2" CONSTRUCTION GRADE MIXED SOUTHERN PINE OR. EOUIV. WOOD BATTEN STRIPS -- , -k;t 1A NL1, // .f DOUBLE 5' APPROVED MODELS EXPOSURE INCHES THICKNESS 1:.003 DESIGN PRESSURE T'RI.IS i ON 10 0, 042- + 6 _NSF TRtS 1 OV 10 0.042" + 60.0 26.6 PSF PSF PSS 10ki 10 0.042" + - 60.0 §:G PSF FSF PSSIov 10 0_042" + �- 26.6 26.6 PSF' PSF L P1On 10 0.042- + — 00 ,6 26.6 PSF PSF I-FP1OV 10 0.Q42 + 2Ir" 6G5 PSFPSFrrr PSF THE WOOD JOISTS. MINIMUM WOOD ENBEDMENT IS 1 3/8- A REVISED 13Y RICHARD 80tit?TE 1 FILE I . k.-:aK52,1 B DADE SOFFIT 110. R"sions 4" 4IR� to TRtPL:E 4" APPROVED MODELS EXPOSURE INCHES T14CKNESS *.003 DESIGN PRESSURE F`'Ti-- i 214 12 0.040' + 30.4 PSF — 3D,Q PSF PTS-12V 12 0.040" + 60.0 PSF -- 30.0 psf PTS-12{:V 12 0.040- + 60.0 PSF - 30.0 PSF 0 WIR FIEPIVA "wc mm 22 �t1Yk}C i �C't7L� 63 � �f c1il-d-w> bfjl� �C,HARO 00'r "- Li r t 1'S�i.: e%f-v 4 Alcoa Building Products PAST: INSTALLATION DESIGN 10/99 DRAWING FOR VINYL SOFFIT a 919 BY: GAG D 1 ; 4/1.5/99 i�RrWl �tlt0 SCALE: = 1, . Z 0U U 0 Q 1 Z7�i� I— F 5 I U- LL o • .--i SHEET IN1 A'� J B� C�-"'"i 14ORIz. SONG APPAONM u0417.5 01POSM iM ms -A Q G TtvauA= DES" PRESSIM BW-40 8 4 1/2 0.040' -46.6 PSF IRM-40 S 4 1/2 QLQ40' -4b.6 P$F MC--40 -8 4 11/211 0.040' -46.6 PSr UB-40 : 6 4 1 j2 El.13W -4&6 P7 L44T 8 4 1/2 0.048' -46.619 WGV-40, $ 4 1/2 0.04a- -46.6 Fw 5N-44 9 4 1/'2 0.044- -0.6 PSF LFP-40 Is 4 1/2 0.044- --46.6 KF 0R1-40 8 4 5/13 0.042' -46.6 P5F CW- 40 0 4 5/8 0.042' -46.4 PSt QT-40 .�� I_ a 4 3/4 0.044*- -•80 Psr CS-40 8 - 4 3/4 0.048* --80 MF . -- IIW-50 � 0 5 1/2 0.040- -46.6 PSF 2RM-50 10 5 1/2 OQ 040' 74.6.6 P'r MC-50 1.0 5 1/2 0.030' -46.6 PV MD-k50 10 5 1/2 0.042' -46,6 PSI WGV-50 to 5 5/8 U46" -4&6 P9 LSSi t0 5 5/8 0.048' -0.6 P5F LM10M 10 5 1/2 0.044* FSF .Cw-50 10 5 5/8 0_042' -44A mr QT-.`0 10 5 : 3/�4 0.044' -80 p r GS=-5- 0 10 5 3/�-'- M .O t ' -8D f'SF -T- A" 4 DwcT j w SIDING C-` i l--- rWF,iIQ vm $400E1S FX1 emAE 111CMES 'A' ,Tk4>Ct�a #A03 EACH PRL'SSl10E ffCD- 40 a 4 1/2 0.040" --3d.2 P5F CWD-40 3 4 3/2 0.042- -3E.2 PSr MrAf-45 9 4.5 1/2 0.040' -39.2 PSI- TRUD--45 4 4.5 1/2 0.040" -1(,2 PSF 1IBD-45 9 4.5 1/2 0.042' -36.2 PSF I.FPb-45 - 9 4.5 1/2 0-044' -36.2 P3F QTt?=45 9 4.5 3/4 0,044' -63 PSF 0SO-45 9 4.5 3/4 0.046 --el PSF UCO- 50 to 5 1/2 0.01-0- -46.5 PSt C40t0-50 10 5 1/2 0,042' -45.6 PSF STVD--55 $0 5 518 0.044' -46 3 R5F LD55T to 5 5/8 0.048' -4&6 Pv ONcf-5a 10 5 5/8 0.04a- -46 6 PSf cE14MAL ►+OMS: 1) ALCOA LUAt k SOFfFT PROF UMS ,F!ARE UM "*U A fORRVIATM F`� COMP UEMM OR 1XrEEtMF#C THE ACOMEt D43 OF ASM 0 31679_ A MAW FOR PVC ST411C "JO COM4AWNDS. 2) WALLS ANO S FCF 10 AECEK Mtflk SOW / SOFFIT SWU BE C#lECMCEA FOF1 S111Uc1l1N& Its QuACY. CEtAcKS A."Xl t9cuiciss nw SK4L VE ELMSRft ARD. 3) NAUS SN,4f_ 8E TkmR PA00fm wFOE A. HAU SATUtAXA rUT Of HOT LIMS TKW 14) 100 S9. FT. As VE-SCROED V SECM" 2704.6 (0) Of THE SAMI F1,0A*A BUILRNG COOL 4) VTi LXS de SOFFIT wv E 1tME WING / SOME AAE 1-5 BE RMAU0 .*;1 ALL BE E1E=10M W A fEEC11;"Eb AAC101EcT Olt £NC"CER ACCfiRIMG TO ME SEiM MORICIA GUILMIC CODE AM ME fJ1t('0itt14 REM7lif MIFFS Or 111t5 DRAWIM. 5) VMPIJLAIKKJ Or zM1e SMOIC / SO€FR 1 JD ACc1asAM-l" i"11ODIXTS SKALL 8E 0011E !tt A+CCOROLQJCC WWI THE WC. 114MI)CM6 At* ME APPLr-4 iLE SEAM" OF TVIC 5=14 FLORIDA fltn- M cam. A REMSEQ BY RICHMO Bi YME 10/21 i FILE ►SAME. SK5 -18 DADS SIDING 4/99 (!o. �tivislan� Oct* 5/8- (S) PLY PL-twooD 2' X Y0 16' O/C --- CONST. GRADE %. WMM SOIM*31" PK OR E4faN. F'ASTD40 70 COMMUTE 1 OCS 1'eili4 TTw 3/16 APCOM 0 12` (v STAS 0 mAXitaFiJfMt SPACM 1 &: 0-t I RM SHAM Mk 18- HFrw M X 1 3/*- LONG. i 1 V Qlc. THRU 1w U44L M04 HOBS 3c THE WOW SMM ,411H 1 3/a- EMOMMERT4 S7)JO ^1 L BLOCK, i IALL W,I;h 1101fat a11.D1*4 E a LP-AM�� ltMY�t,C � Alcoa Building Products PAM: ..INSTALLATION N! DESIG DRAW I G FOR R VINYL I D I N G ktiGFMAFEO so'�ET70 DRAWN _ f L C" PG 842466 - GAO O/11E: 4/ 15/9 411CAOW#A IL 4 SK '_ t''nrAi p.*n Lk-h FL W4 M t SCALE.- 1.4 8` - I' .Tip SZf,� Vu��+i�nr Z' m O oU J ' ) Z 4 1 Z � � U 8HEU IN2 SS0960 Instructions Installation of SSB960 roof vents should com M;; r ply with all local standards and regulations. CAUTION Use appropriate safety glasses, gloves and other equipment to avoid injury roof peak Ptoo der tadto atte de foil Figure 1 • Figura 1 Figure 2 • Figura 2 Figure 3 •Figura 3 Figure 4 • Figura 4 New Constniction or Re -goofing Determine the location of vents: Evenly space the. roof vents along the width of the roof, marking the location of all roof vents before cutting holes. Center the holes between the rafters within 2' from the peak of the roof. Mark a 10" circular outline for the hole on the roof. (Figure 1') Cut and prepare the opening: Cut the holes in fhe sheathing before applying shingles. Shingle up until the first fall course of shingles covers the bottom of the hole. Cut the excess shingles away from the hole. (Figure 2) (For increased weather protection on new construction or re-ioofing applications, use an 18"x18" piece of GAF Weather Watch° or GAF StorniGuar& Leak Barrier. Center the leak barrier over the hole. Remove release film, press into place and cut away the leak barrier spanning the hole.,) Position the vent and nail the vent into place: The top of the SSB960 has an up-arrow formed into the flashing. Make sure the vent is in proper position. Nail the vent securely into place, spacing the nails every 4" apart around the perimeter. The nails should be l"from the edge of the vent flange. Seal all seams and mil heads with an approved sealant, such as silicone, roofing ceinent, or waterproof caulking. (Figure 3) Complete shingle installation: Continue installing shingles, overlapping the flange on the vent. Cut the shingles around the top of theventto match its shape. (Figure 4) Figure 5 • Figura 6 Figure 8 • Figura 8 Installation of SSB960 roof vents should com- ply with all local standards and regulations. CAUTION.- Ilse appropriate safety glasses., gloves and other equipment to avoid injury adding an SSB960 to Finished Roofs Determine;the location of vents: Inspect the attic to determine the location of rafters and other obstructions. Evenly space the roof vents along the width of the roof, marking the location of all roof vents before cutting holes. Center the holes between the rafters within 2' from the peak of the roof. Mark a 10" circular outline for the hole on the top of shingles. (Figure 5) Cut and prepare the opening: Using a sharp knife, cut away the shingles (Figure 6A). Cut through the sheathing using a reciprocating saw (Figure 6B). Carefully remove the roofing nails within 3"of the hole. Chit the shingles at the top of the hole to accommodate the shape of the roof vent. (For increased weather protection on new construction or re -roofing applications; use an 18"xl8"pie-cc of GAF Weather Watch' or GAF StorruGuard® Leak. Barrier. Center the leak barrier over the hole. Remove release filar, press into place and cut away the leak barrier spanning, the hole.) Position the vent: Apply a generous amount of silicone, roofing cement, or water- proof caulking to the perimeter of the hole. (Figure 7A). Slide the vent into place beneath the shingles, ensuring that the throat of the vent is centered on the hole (Figure 76). The shingles should overlap the top half of the vent flange. The bottom half of the vent's flange will be exposed on top of the shingles. Nail the vent Into place: Nail the vent into place, spacing the nails every 4" around the perimeter of the vent. The nails should be V in from the edge of the vent flange. Replace nails in the shingles as necessary to ensure a proper seal. Use silicone. roofing cement, or waterproof caulking to seal any exposed nails. (Figure 8) NOTE: In Gareda, oriy the GAF and Quaimy You can Trust since 7886_ - _ NOTE: In Canada, only the GAF and Ouallty You Can Trust Slnce i886- Timberline loges are regstered trademarks Timbehne logos are registered trad amarkc,. NOTA:Sdamenteia5nanbresdeGAF from /North America S Largest Rooting from North America s Largest Roofing y NOTA: Sdamente los ncmbies de GAF y Tim Wine sonmarcasregstradas@DCanada_ and Ventilation Manufacturer TimbedinesonmarcasrewradasbnCanaaa and Ventilatlon Manufacturer REMARQUE: Setts tes nuns GAF et iw REMAROUE: Seals les rams GAF el Timberline Boni des marques de re- F111Y s Timbenine smt des i marrves de GIIFII�HMLE com meme d�,*' au Canada ODipamim" �t commerce dP=tQie'% au uanada OGRpORXriON SHEET NO. IN3 0 7 1 . 0 i _V'03 2 -4 IL J Roof Rom: t3se only over a well -seasoned, supported wood deck, tightly constructed uuith maximum 6" wide lumber, having adequate nail -holding capacity. Plywood docking as: recommended by the Engirte�red Wood Association Is acceptable. For ridge vent to function properly, It must be the only high or exhaust vent toy the vented antic space. Ridge vents will not function property if used in conjunction with gable -end louvers, turbines, roof vents or power verds, Slope Restrictions: Use only on slopes been 3/12 and 16/12 STEP 1 Calculations lot a Balanced Ventilation System To achieve a "baked Wstiam" with Cobra'9 Ridge RunneC dg : vent, there awst be an air intake sydean (i.e., soffit or undereave vents). For pmper vsat labor, the amount of undereave verrflWlvn must equal the arn+ourd. of ventiletloin at the ridge. MM: In no case should the amount of exhaust ventilation exceed the amount of intake ventilation. To determine the minimum square feet of net free ventilating area (NFVA) needed for a baiamed venfilation system, use the falfowfg formula Sq. ft. of adic floor space = Min. aft. ft. of NFVA needed 300 Cobra* Ridge R.unneC ridge vent has 12.5 square inctm of 1+1NA per lineal foot. To determWoe how many feet of Cobra" Ridge Runnerrklp vent is needed, use the fallowing formula: 112 x (Min. sq. ft. of UFVA needed) x 144 112.5 = Min. lineal feet of rWp veM needed To determine the amount of undereave vent required, use the f+oliowing hula: X= NFVA (Sq. In. per. tin, ff.) of ft undereave veW or Intake vent system selected 1!2 x (Min. Sq. Ft. of NFVA needed) x 144/X =Min. lineal feet of undereave STEP 2 vent needed Instruction Far Slots After calculating the total length of Cobra1' Ridge Runner`"ridge vent needed, determine the necessary slot opening required. Notre: If installing on an existing rout, remove the cap shingles from the ridge. Routs without a ridge board: cut an opening along the ridge, Nj " on each side at the roof ridge (Figure A). Roofs with a ridge board: cut an opening along the ridge, 1Y." on each side of the roof ridge l Figure 8). Note: tM9axirnuin slot opening is 314" wide. Mark off and cut the slot opening, making sure that the ends of the opening stop at least fi" from any end walls or hip intersections and 12" from chimneys (Figure C). Where short ridges (dormers, ridge intersections) are used, mark and cut the slot making sure lbal fire end of the opening stops at least 12" from doe ridge intersection (Figure D),. 20'x 11 1/2" Rol (:;opyright r, 2000 Windward I Ionics No portion may be copied or reproduced without the prior written permission of Windward Homes :Share drive W: Quality Control C.heck]istiRoofing (680)' Roofing Install Shingle Final Group 680 rev 03-16-07 /Page 3 of 4 Windwardj Homes PLAN © 2003 WINDWARD HOMES. ALL RIGHTS RESERVED STEM' Ridge Vent installation Tear a 'I' section to be used as a template for laft the vent out (Figure E-G) and color the ternplateAoc atar over the rime cap shingles at the beginning of the veld sM. Note the location of the baffle (Figure H). Make sure to do this at bath ends of the ingaliatton. Nleaun Ow distance from The edge of the roof slot to the exterior baffle (D). Establish a chalk line along one side of the ridge (Figure t). Unroll the vent and use the included 1 %" pneumatic roofing nails to attach the first sWe of the ridge gent with The exterior of the baffle aimed with the chalk Tine (Figure J). Nadi gun tenets are embossed on the part as a $aide for property attaching von# to the root, The vent shoulk! be fasted on 6" tatters (Figure K). Proceed with attaching the other side of the vent - When beginning to nail down the second side, do NOT begin at the end. Begin between the first and second ogre400t sections and Then return to fasten the first one -foot section. This will allow far proper fit. NQTF: For proper qpvaar3.%e, pull the ffw vent snugly aefoss me ridge and .Rat on the roof before sho0ng aach flak" NOTE: Fir a ur if oom gppeararcc, i as ta'Co&.3 ,R Jg * t ,�t,'7Ef 'd�'�?tvr tl c�7P�`ft? 1`lit;�h Of the ric', idaaai:it? sblre Una' Ulo ovrd extept1s past 11he slot Gocniag by at ;Pasl 6" NOTE: For appiicalions omf iam,,natedVmg1ss, a piy a LV3d Of sificooe caulking or roof =wat to the unde(sfde Of the OUlef baffle along fie entire rrd9a and at e.�prrsed egos so that the g2ps are completely tflf -d' NOTE. • 49vfx wntrng vdufted and cattwdrat ceilings, h foisOaltet cavity must be mated at both ends and have at least 19' cleafafne: STEP 4 Cap Shingle Installation Install to ridge tap shingle3 directly to the vent using pneumatic nail guar and included 1%" rails. A nail line is inscribed on the top of the vent to serve as a guide (Figure L). Fig. F Fig. F , i •ice �`i� Fig. �•�►�* 1 6 �1t �S;I!31110;'�t�a � t• i ' ! Fig. I j"'ll'!"'�" f' �J Fig. L dr r. Quality You Can Trust Since 1886...from North America's largest Roof ing�lanufacturer t 05 GAF Uatiqrivs Crxporm iz�c6.1361 Alps Road Wa:'vr e NJ, 07470 - vonrw galm,m RESC8804 ('r),,iyright :t; 2000'W`indward Homes No portion nay he copied or reproduced Without the prior written pennission of Windward Homes Share drive W: Quality Control Check Iist'Roofin g (680?' Rooting Install Shingle Final Croup 680 rev 03-16-07 /page 4 of Windward-j Homes PLAN © 2D03 WINDWARD HOMES. ALL RIGHTS RESERVED SIMPSON STRONG -TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida# A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU46 Adjustable Post Base FL474 ABU66 Post Base FL1725 Anchor Bolt Wedge All FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 CMSTC16 Coiled Strap Tie FL1901 CS16 Cooled Strap Tie FL1901 Epoxy Set FL402 H10 Hurricane Tie FL474 H2.5 Hurricane Tie FL474 H3 Hurricane Tie FL474 H5 Hurricane Tie FL474 HCP2 Hip Comer Plate Connector FL474 HD10A Bolted Holdown FL503 HDBA Bolted Holdown FL503 HETA16 Embedded Truss Anchor FL1901 HETA20 Embedded Truss Anchor FL1901 HETAL16 Embedded Truss Anchor FL1901 HGA10 Heavy Angle FL1423 HGAM10 Heavy Angle for Masonry FL1423 HGT-2 Heavy Girder Tiedown FL474 HM9 Masonry Hurricane Tie FL1423 HSUL Skewed Face Mount Hanger FL1218 HSURA26-2 Heavy Skewed U Hanger FL503 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 HTSM16 Heavy Twist Strap for Masonry FL1423 HTT16 HD/Tension Tie FL503 HTT22 HD/Tension Tie FL503 HU210-2 Hvy Face Mount Joist Hanger FL1218 HU26-2 Hvy Face Mount Joist Hanger FL1218 HU28-2 Hvy Face Mount Joist HarKw FL1218 HUS26 Heavy Joist Hanger FL474 HUS26-2 Joist Hanger FL474 HUS28 Heavy Joist Hanger FL474 HUS28-2 Joist Hanger FL474 HUSC26-2 Joist Hanger FL474 HUSC28-2 Joist Hanger FL474 LGT2 Light Girder Tiedown FL1423 LSTA18 Strap Tie FL1901 LSTA24 Strap Tie FL1901 LSTA30 Strap Tie FL1901 LSTA36 Strap Tie FL1901 LTr19 Tension Tie FL474 LTT20B Tension Tie FL474 LTTI31 Tension Tie FL474 LUS26 Joist Hanger FL3750 Masonry Screw Tden F12355 MBHA3.56116 Masonry Beam Hanger FL538 META16 Embedded Truss Anchor FL1901 META20 Embedded Truss Anchor FL1901 MGT Medium Girder Tiedown FL1423 MSTA24 Strap Tie FL1901 MSTAM24 Strap Tie for Masonry FL1901 MSTC28 Strap Tie FL1901 MSTC40 Strap Tie FL1901 MSTCM40 Strap Tie for Masonry FL1901 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 PHD8 Holdown FL503 SDS%.X1 % Strong Drive Screw FL1463 SDS%X2Y2 Strong Drive Screw FL1463 SPt Stud Plate Tie FL474 SP2 Stud Plate Tice FL474 SP4 Stud Plate Tie FL474 SPH4 Stud Plate To FL538 ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 Approved Products List Product Category Sub Category Exterior Doors Sectional Exterior Doors Sliding Exterior Doors Sliding Exterior Doors Sliding - Series 420 / 430 / 440 Exterior Doors Swinging Panel Walls Siding Panel Walls Soffit Roofing Asphalt Shingles Roofing Other - Roof Vents Roofing Other - Ridge Vents Roofing Metal Roofing Structural Components Other Structural Components Other - Concrete Lintels Structural Components Other - Concrete Lintels 8" Structural Components Other - Mullions - Series 1442 / 1445 / 1446 Structural Components Other - Mullions - Series 1445 / 1447 Structural Components Other - Mulls & Brackets - Series 5300/ 5347 / 5348, 5350 / 55 Structural Components Other - Precast Lintels Structural Components Wood Connectors - Anchors Structural Components Wood Connectors - Anchors Structural Components Truss Plates Windows Fixed Windows Fixed Windows Fixed Windows Fixed - Series 1100 / 1900, 1450 / 1550 Windows Fixed - Series 1100 TDL / 1100 / 1900 / 1970, 1450 TDL / 1450 / 1550 / 1570 Windows Fixed - Series 5000 / 5300 / 5350 Windows Horizontal Slider Windows Horizontal Slider Windows Horizontal Slider - Series 1180 / 1480 / 1980 Windows Horizontal Slider - Series 1180 / 1980 / 1990, 1480 / 1580 / 1590 Windows Mullions Windows Mullions Windows Single Hung Windows Single Hung Windows Single Hung - Series 1100 / 1900 / 1970 Windows Single Hung - Series 1100 / 1900 / 1970, 1450 / 1550 / 1570 Windows Single Hung - Series 1140 / 1440 / 1540 / 1940 Windows Single Hung - Series 5000 / 5300 Windows Single Hung - Series 5000 / 5300 State of Florida Manufacturer Approval # Clopay Building Products Company FL4914 Florida Extruders International, Inc. FL45 / FL5726 NuAir Windows & Doors FL5340 General Aluminum Co. FL5710 Plastpro, Inc. FL4764 Alcoa Home Exteriors, Inc. FL5538 Alcoa Home Exteriors, Inc. FL5543 GAF Materials Corp. FL183 GAF Materials Corp. MIAMI-DADE #05-0909.02 GAF Materials Corp FL197 Marlyn Metals, Inc. FL5204.6 FECP Corp. Cast -Crete Division FL158 Lotfs Concrete Products FL 5092 Commercial Concrete Products (Quality Precast) FL 1774 General Aluminum Co. FL5169 General Aluminum Co. FL5169 General Aluminum Co. FL5169 Wekiwa Concrete Products, Inc. FL 1418 United Steel Products Co. FL572 United Steel Products Co. FL859 Alpine Engineered Products, Inc. FL1999 Florida Extruders International, Inc. FL44 NuAir Windows & Doors FL5333 Pittsburg Coming Corporation FL1363 General Aluminum Co. FL5169 General Aluminum Co. FL5169 General Aluminum Co. FL5169 Florida Extruders International, Inc. FL43 NuAir Windows & Doors FL5331 General Aluminum Co. FL5168 General Aluminum Co. FL5168 Florida Extruders International, Inc. FL3136 NuAir Windows & Doors FL5722 Florida Extruders International, Inc. FL42 NuAir Windows & Doors FL5330 General Aluminum Co. FL5171 General Aluminum Co. FL6107 General Aluminum Co. FL5171 General Aluminum Co. FL6107 General Aluminum Co. FL6107 SHEET NO. Pi Si, l Uearod. o 3co t i 5a,ad�-� Bl v Lp , l�