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Home My WebLink About36024 SHADY BLUFF LP SVR Lot 18 Block 3 \\[indward 5439 Beaumont Center Blvd. Suite 1050 .. . Tampa, Florida 33634 (813) 885-7744 REVIEW DATE �p1 I� . ®I 4 f C, ` ,!2V �' 'si[1R—L.S t ' PLANS 4'd'��+ r ,. . e 0 01 r :'I 'I s S,�,/g l y �I�t l _I—NI E 1 ) I.. . Y/ Fl/1 c L .J ELEVATION 'A' 3-BEDROOM / 2-BATHS / 2-CAR GARAGE DRAWING INDEX P LAN # a0408 SHEET NO. DRAWING TITLE COVER AND INDEX Al FOUNDATION PLAN A2 FLOOR PLAN A3a FRONT ELEVATION A4a SIDE & REAR ELEVATIONS ADl INTERIOR ELEVATIONS AD2 BUILDING SECTION & DETAILS El ELECTRICAL PLAN Fl FLOORING PLAN Ml MECHANICAL PLAN OSl MASTER SUITE OPTIONS S STRUCTURAL DETAILS DOOR INSTALLATiON SHEET W WINDOW INSTALLATION SHEET ________ ROOF SHINGLE APPUCA11ONS IN INSTALLATION SHEET P PRODUCT APPROVAL CODES AREA TABULATION TABLE (IN SQ. FT.) r r LIVING COVERED ENTRY CAR. PATIO TOTAL AREA UNDER ROOF WHETSTON�'1 AREA ELEV. A ELEV. A ISSUE HISTORY 11 1 ►,J 1 1 J-/ 1271 44 479 198 1794 NO. DATE V' DBYN DESCRIPTION' APPVD ENGINEERING & TESTING, INC. 0/03/05 4.0 2004 PRO UPDATE MC 10/25/06 5.0 TW CREATED VERSION 5.0 MC z 10/25/00 5.0-W TW CREATED VERSION 5.0-W PROM VERSION 5.0 MC 2004 53rd Avenue East 07/30/07 5.0-0.1W TW MERGED WHET5TONE/5EI PIAN5 5N C.I-6.I W TW 6.1 ARCHITECTURAL/ENGINEERING UPDATES 5N Bradenton,Florida 34203 Phone: (941) 727-1138 PLAN NO. a0408 VERSION NO. 6.1-6.1W SVRLot18BI k3 OPT.SHOWER I.L.O STD.TUB.(d MASTER BATH FOUNDATION PLAN: EXTERIOR REAR BLDG. 4'FRAME WALLCOCORNERBEHIND SHOWER m 6'5" 4'-4" 2'-,1" 4'-9" 4'-5" 3'-10" 4'-8" 3`-10" fi'-6" 6'-U` 3'-B" T-11` E-5" N ALT.A/C LOCATION __... Cl)N CO 2'-i" 3'-11" 3'-'" 3' sr 4 OJ C7 6. CONC.RECESS ioCl `'I, W M FOR SHOWER AK:COND.ON CONC. . .s 6(rx 30"x 12-D PAD SIZED BY MFR �_ ' r ■ ■ ■ ■ ■ ■ ■ ■ ■�_-- ■: .■ ■ ■ N O r- 44B, Q LL Sp 3M PVC UNDER SLAB S (h O v 9 I A/C COND.DRAIN LINE, - RECESS FOR CPT.GAR. L() i II _ _ rf�w-I SERVICE GOOR PKG 6) Cl) CHECK BOX IF THIS❑ � I (. ©OPTION APP!SHE $ � O La i i 4PVCUN SLAB AIC Iii I SELECTION NPPLIES L ;-_ CHASE(S BOTH ENDS} J o 00133/PLAN. ■._r �- = T tN"Vnc/1:2'D N CO ■ YROOVE CONc. ELEV:0.0(REF) 0 M , ■ OVER 6BER MESH CONC.SUB � .- -� -; III i V ' OVER 6 MIL VAPOR BARRIER - _._._.._.._..__.._______... _..._.. _........ .......__._._____.._. �.. ..23 6.... GN GLEAN;WELL-COMPADTED,-� TERMITE TREATED,GRANULAR I--- FLL �11 I i 11 i i I TU88 1 i F _ 3/4'C.J. l -, o I II D.C.i 20-0^ I-------------------i-------- _.. _ _._._ SLOPE 2" 3O' 65' 20'-5' 2`-6' .. 2-6' 15'-7" U• I : ' ■ ;r w o ■ ■ m - ASLAB RECESS - ■ t .. S-2 SLOPE 1' j,I I FOR S.G.D. DAY fjLL{ �� w m V✓ O DBL SINK 1 to II W/DISP. SLOPE,' If=�I : is.s A J p _.t_/__ I REFRIG' I __ . S-2 ■ - : v ` ...._.. ----------S 'iC ICEMAKER � 1 ...............___.._....... S., II it It 4'-10' u^-5' 6-6" 6`-1" 5-2" 3'-6" 3-10` s-2 S 2 } V 6'-0" 3'-10" 6'-4` v 11-0^ n-D" W c 2 4T-8" 15_0• ~ � E2'-B` 5 FOUNDATION PLAN 'A'&'C' o SCALE: O 24 x 36:1/4"=1'-0" LL SEE SHEET A3B FOR PARTIAL FOUNDATION PLAN FOR ELEVATION'B o 3 0 0 9 w o w n CD o N E E WHETSTONE ENGINEERIN F IN GS INC ISSUE HISTORY : 2004 53rd AVE E BR N 34203 o CERTIFICATE OF A ZATION 8200 NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A NO. DATE 3/ER D DESCRIPTION APPVD 10/03/05 4.0 2004FBCUPDATE MC SE 2007 COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE (L > o (L A 10/25/06 5.0 TW VERSION 5.D CREATED Mc BUILDING INSPECTOR'S USE. OR, ALL PROPERTY MARKERS SHEET A 1025/06 5.0-w TW VERSION5.0-W CREATED FROM 5.0 MG HAROLD W. A MAN PE# 44099 SHALL BE EXPOSED AND A STRING STRETCHED FROM A3 07/30/07 5.0-6.0W TW WHETSTONE/SEIPLANSMERGED SN L.JASON EF3ER PE# 64003 MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. A 08/22/07 6,-6.1W TW 6.1 ARCHITECTURAL/ENGINEERWGUPOATES SN RENATO A.CAROTTI PE# 64764 A 1 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES ci 3wo wm mm o OPT.SHOWERI.L.O �LL ow 0 STD.TUB.na MASTER BATH EXTERIOR REAR BLDG. CORNER 11-1' 12'-1° 5'-6° 16'-0' 17-8' ALT.COMP. M LOCATION. _ OPIIONrLL 2668 FBGr _`_____ Wl-4r SERVK2=DOOR ca(V co Wl3'4Yx BOXID N M O CKBOXIFTH44 W M CLEAR,TEMPERED O ,O (!COMP �i APPUESTO x O GLASS ENCLOSURE 3325N 25SH i � /11 THE PLAN. 0 f0 A/C COMP. HD 5'41' HD 8'W HD B-0' 1 , 24'DOOR COMP ■ 1B' ' `'W E SS EGRESS DRYER VTR 02007 WINDWARD HOMES Q LL iii i 6'WALL. ACCESSIBLE m HANSOM 8 L d 48x72 F.GO CLG . C — ii 836'AFF. i -p C CHECK--- THIS HD■-F..AFF. 10'-T 7 r 3'-5' '2 " 1T-3" I - 1T-7' °� 23`-6' O N O SELECTION APPLIES Te BEDROOM-3 TO THE PLAN. ■ MC 1x tam BEDROOM-2 Q /ON 2-CAR GARAGE N m d 20x20' ■ 26PKT Cy.■6' zt 7- 11k to-a' STAND® ag.®8'AFF Cig.®S 31.5'A. USE O� NE OF N 6•. PLYWOOD. O 8:12 `( CLG VAULT — O rWn O w v 8'-7° NOTE ALLOW FOFt MASTER 2' a" 2'-5" 5'-g° UNOBSTRUCfFD O 0 A SUITE vERTICALRISEOF m O HVAC MECHANK:ALS t3Y13' S CLG. AT GARAGE WALL ____. . V_ft CIO. � (2 N' T.B. T.B. 48688E Y ' W f4'-0"aa c� io D $ I GAR FRAME WALL C7 ` ti 4066BF �' S `. } I7}SN g ` { MEETOP0 NOTE: ALL PLUMBING,ELECTRICAL AND MECHANICAL - ROUGH-INS MUST BE COMPLETE,INSPECTED AND • T°P® AFF APPROVED BEFORE REQUESTING THE FRAMING B" ]? INSPECTION. 2Die 6'WALL '� 2668 s3 i p PLANT¢HELP 3'-6" 11'-5' ION. 51" 3_ 84 AFF. MASONRY.SEE DETAIL THIS SHEET V \ -2" ® (2)2X8PT BEAM w/12'FIRCH PUTE AB ( M o :4--LINE OF CLGVAULT '^ Q 6:12 11 2` E 2866 ■_-. .•. ■ `' WALL®40'AFF. SOLID CORE OJI / KITCHEN DW. DINING FAMILY LIVING y ENTRY V/ w Vau, II 71'x12' 141415 Avg. tb�`i FLAT 0g.0 ^.I 1 i— VeuneE CIO. VeWUd CIO. Y R 6 6'AFF - !(]�": ® _ - AULTED PATIO w _ _ 2 11'x18'` `$ AD1 Om W/ELEV.C Ct [NOICATEUS-EARWALL $ ` O 2'BAR TOP REFRIG. RGE. { INDICATES M x5 ! WALL TO CLG. REBARINCONC. 78� r ir38888E ______ ___ 'O _ FILLED CELLCO'4T. --l ] @LC. - ( _ 0)-SH ■ F FROM FTG TO:(O. PRECAST WIX.O. V. ■ ■ ■ -� TOP OF O LNTEL(TYPICAL) ®0-8 4FF. G n� HD®6'47' H0045'-B' HD®6'-8' TOPOF G 15-10" 35844 25SH 2 MASONRY O O } 9 'AFF. 19-4' '.J 6'-B' g'-10^ g'-f 0' 6'0 °`-0 iii THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS F_ & THAN 112 INCH GYPSUM BOARD APPLIED TO 1f`-0` 62'6" THE GARAGE SIDE DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE CAST-CRETE LINTELS OR EQUIVALENT GARAGE SHALL BE CONSTRUCTED OF A Z MINIMUM NO.26 GAUGE SHEET STEEL OR FLOOR PLAN: ELEVATIONS 'A' & 'C' OTHER APPROVED MATERIAL AND SHALL USE 3000 psi FINE GROUT SCALE 11 x17:i/8'=1-0' O HAVE NO OPENINGS INTO THE GARAGE (3/8'AGGREGATE MAX.) 24x36:tM'=1-P g WHEN GROUTING BOND BEAMS& PRECAST UNITS. SEE SHEET A3B FOR PARTIAL FLOOR PLAN FOR ELEVATION'B' 8"KNOCK-OUT SMPSONH70 o BLOCK, MUST BE USED ID 0 N CONC. FILLED, 12 THIS AREA FUTx8 P.T.TE FUTCH PLATE `O W/(1)#5,TYP 6 rvP. E METAts®21' 8"BLOCK, D.C.TO BEAM SEE TRU53lAY0UT EMBEDED IN UNTEL m CONC. FILLED, FOR CONNECTIONS ISSUE HISTORY : TYP WHETSTONE ENGINEERIN t iN ANC 12 0 m m m m 2004 53rd AVE E BR t-33283— — , 3 12 O NO. DATE VER. DBWN' DESCRIPTION APPVD m O �- W d CONC. FILLED,TYP CERTIFICATE OF R A ION# ATTACH IST PLY TO Z F Z 10/03/05 4.0 2004 FBC UPDATE MC ! (WITH OR wFACH'aUS5 HEEL d ≥ d 10/25/06 5.0 TW VERSION 5.0 CREATED MC G° w DD w Do WITHOUT REBAR) SE 2007 GARAGE SHEET 07!30/07 5.0-6.OW TW WHETSTONE/SRI PLANS MERGED SN 10/25/06 SOW TW VERSION50-WCREATEDFROM5.0 MC QTYP.ENTRY TRUSS PROFILE DETAIL O O O O O 5 (1)#5,TYP HAROLD W. E RMAN PE# 44099 GJ ELEVATIONSA&C qQ 08/22/87 6.1-6.1W 7W 6.1 ARCHITECTURALI ENGINEERINGUPOATES SN LINTEL TYPES I SECTIONS L.JASO B GER PE# 64003 N.T.S. SCALE:N.T.S. RENATO A. AROTTI PE# 64764 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVR Lot c BANDING NOTE: ALL BANDING TO BE SCORE CUT, 1/2"WIDE x 1/4"DEEP, SMOOTH 9� , FINISH INSIDE SCORE LINES, UNLESS BOX BELOW IS CHECKED. DENOTES DESIGN WIND WHEN BOX IS CHECKED, OVERHANGS: 12"TYPICAL EXCEPT 6"@ GABLES. PRESSURES FOR COMPONENTS TAILCUTS: SQUARE AND CLADDING(psf) ❑BEFER T ANDING CUT SHEETS. th ENTRY DOOR STYLE MAY VARY. cq M SEE SELECTIONS FOR ACTUAL DESIGN. ROOF VENTING INFO. aa)m TYPE QUANTITY LINEAR FEET aCD o ti (MIN) � O rn RIDGE VENT 40 C C $@c 0 OFF-RIDGE VENTS _ N m� E� 12"W x 22"H SCORED DETAILS W/RADIUS r TOP(TYPICAL). BAND W/8" III SEE DETAIL'A'THIS °1 REVEAL TYP. SHEET. SEE A/S6J �# FIELD BUILT FOR EXTERIOR 1 0 6"W x 11"H SCORED ROOF CRICKET FINISH SPECS. DETAILS w/RADIUS TOP MEAN SEE DETAIL'B'THIS SHEET. -----------------------_ _ _ FIBERGLASS SHINGLES BLDG HT TYPICAL DETAIL 'A' SEE PJS3 TOP OF ARCHED FOR EXTERIOR ENTRY @ 7'-10'AFF. FINISH SPECS. 6"ALUMINUM O FASCIA TYPICAL �? TOP OF TOP OF -�--- - MASONRY MASONRYcr o om __ ftfl ______________ __ Li ____ n n 19 DDflflDfld 0'-0'FIN_FLR. _ __ __ LU (REF). F- I FINISH GRADE ©2007 WINDW D HOMES 0 DETAIL 'B' X0.2 36.2 O w J W F Z FRONT ELEVATION 'A' SCALE: 11 x 17:3/16"=1'-0" o o 0 24 x 36:3/8"=1'-0" � � N m E m n WHETSTONE ENGINEERIN T TING,INC. ISSUE HISTORY : Q 2004 53rd AVE E B NFL 34203 z � NO. DATE VER. DIN. DESCRIPTION APPVD CERTIFICATE OF ZAT #9298 g a 10/03/05 4.0 2004 FBC UPDATE MC A 10/25/06 5.0 TW VERSION 5.0 CREATED MC lsJr SHEET Q 10/25/06 5.0.W TW VERSION 5.0—W CREATED FROM 5.0 MC HAROLD P RMAN PE# 44099 A07/22/07 5.1-6.1W TW WHETURLIENGNUWSMURGED SN L.JAS RGER PE# 64003 A3a 4p 0622107 fi.1E.iW TW 6.1 ARCHITECTURAL/ENGINEERING UPDATES SN RENATO A. CAROTTI PE# 64764 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES C wo € m "S n BANDING NOTE: ALL BANDING TO BE SCORE CUT, 112"WIDE x 114"DEEP,SMOOTH co RIDGE VENT FINISH INSIDE SCORE LINES, DENOTES DESIGN WIND id N 00 _._ UNLESS BOX BELOW IS CHECKED. PRESSURES FG COMPONENTS'C) WHEN BOX IS CHECKED, v REFER TO SED FIBERGLASS SHINGLES 12 ❑BANDING CUT L SHEETS. INFO. d tO 12 CLa BEIGE - ROOF VENTING Q _ -- -- TYPICAL ' 6_- F QUANTITY LINEAR FEET O v MIN AT8TrCVENCLO. -- 40 L C 6AMASTER SUITE ,. - .. ..._6'ALUMINUM _ RIDGE VENT ".-. _ ,... .� FASCIA TYPICAL "�:: TOP OF Q O �..._. .__. ., OFF-RIDGE VENTS CV m 0_ MASONRY p L SEE A54 C FINISH SPECS. LOPEN L4ii ± - 12 • ki !iLLJ T P. 37.3 C -40.7 FASCIA INUM TYPICAL L7 U -39.1 LEFT ELEVATION'A' 42A TOP OF GALV,MTL V-GROOVE Go L, o 11 x17: MASONRY EXPANSION JOINT(TYP). Cl) 24x36:116'=1-0' 00 2436 _` 24x36:7/4'=1'-0' A U O _ N : 1 - FOR E%TERIOR I— FNISH SPECS. RIDGE VENT FIN. (RED _______-__ ____-___ ___ _- FINISH GRADE -41.5 i 0_ -39 7 d7.5 FIBERGLASS SHINGLES CLG.RIDGE 12 _ REAR ELEVATION TYPICAL , - TYP. SCALE x36:1I4 1-0' 24 24 x 35:1/4'','-0' 6' ALUMINUM + -- -" �� MASONRY ...•.. : FASCPICAL TOP OF IAT' t—a ___ U )7 _____—_____ JSEE A51 FOR ExTFR10R FINISH SPECS. ___— .._______ __— O O FINISH GRADE O 7o N N 70 0+380 -415 <15 d2.4 m a N RIGHTELEVA WHETSTONE ENGINEERIN TESTING, INC. ISSUE HISTORY : ,,6' 24.35:,/4'=,-0 2004 53rd AVE E B NT FL 34203 o W NO. DATE VER. DRWN. DESCRIPTION APPVD 10103/05 4.0 BV 2004FBCUPDATE MC CERTIFICATE 0 ZATION # 9298 a > o a Q 10/25/06 5.0 TW VERSION 5.0 CREATED MC p SHEET Q 10/25/06 5.0-IN TW VERSION 5.0-W CREATED FROM 5.0 MC 2007 Q 07/30107 5.01.001 TW WHETSTONE/SEIPLANSMERGED SN HARO EARMAN PE# 44099 A4a A06/22/07 6.1-6.1W TW 6.IARCHRECTURALIENGINEERINGUPDATES SN L.J S BERGER PE# 64003 RENATO A. CAROTTI PE# 64764 SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVR Lot 18 B1 C RANGE HOOD OR MICROWAVE PER (2)3-BULB LIGHTS }BULB LIGHT COMMUNITY PER SPEC PER SPEC SPECS 30'H x 17 O.H.C. TYPICAL. 30•H x 12"O.H.C. SHOWER HEAD TYPICAL. ® OPEN �j C.L. B'-8'AFF i 7H MIRRO CERAMIC TILE • 47H MIRRORS I MC. CERAMIC TILE BAR TOP BAR TO610' '/ TOB'10' 4•SPLASH ; 0 4•SPLASH OPT 4•SPlA5 (h OPT LAV. I-AV 'SPLASH O _bb - TPH Q 30'RANGE 39"REFRIG.SPACE DISHWASHER DBL SINK " CO O�J A KITCHEN ELEVATION B KITCHEN ELEVATION MASTER BATH ELEVATION D BATH 2 ELEVATION o T r N m d NOTE O 1PY HARDIBACKER IS REQUIRED 24'ABOVE (n CJ GARDEN TUB DECKS AND ON TUB FACE. L, 1YIHARD03ACI<ER IS REQUIRED TO THE CEILING FOR ALL SHOWER AND SHOWER/TUBS. r� w 6"_2-5 _6 I .. PLANT 11 1 2 x 1 r couNTER PLANT SHELF W/PLASTIC LAMINATE � � u. N i f PLASTIC LAMINATE 4' `f CENTER BACKSPLASH m Ik 1 N ,^ RECESS 'f ? SUPPORTS vI '� i t AT 24'O.C. i_) if m M l 2' !j . NOTE: m ) / DRYWALL 40'KW.HEIGHT APPLIES TO WNATE TOPS ONLY. c0 �t k Y ('/) FOR SOLID SURFACE SET TOP OF KW.@ 42•AFF._ 30" 2X6 6 SEE SELECTIONS FOR COUNTER TYPE. O i BASE 2 X 8 f T_ _TM *_FINISHED L_J } FLOOR TYPICAL BAR SECTION w 6.2 U I SCALE:N.T.S. _ 2 ARCH ELEVATION NICHE DETAIL Dl o Dl INTERIOR ELEVATIONS N SCALE ° 11 x 17: 3/16" = 1'-0" 24 x 36 3/8" = 1'-0" z a _ c 0 O N N E B n 03 ISSUE HISTORY : Z O 2 O O NO. DATE VER. DBE' AP DESCRIPTION PVD W IY < M 10/03/05 CO 20 FBC UPDATE MC Q_ j o a. Q 10/25/06 5.0 TW VERSION 5.0 CREATED MC NOTE: SHEET Q 10/25/06 5.0-W TW VERSION5.0-W CREATED FROM 5.0 MC CABINET ELEVATIONS ARE INTENDED TO ILLUSTRATE LOCATIONS p 07/30/07 5.0-6.9W TW WHETSTONE/SEIPLANSMERGED SH OF DOORS, DRAWERS, KNEE SPACES, FIXTURES, ETC. REFER TO A 08/22/07 8.1-6.1W TW e.1ARCHITECTURAL/ENGINEERINGUP0ATES SN SELECTION SHEETS FOR SPECIFIC INFORMATION ABOUT CABINET AD 1 STYLES, MATERIALS, AND COLOR OPTIONS. 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES C 12 WALL ENG.ROOFTRUSSES3�� = TOP OF j 3 WALL SHELF 12 NICH @8�" w N Ib mrTr rji III III BEDROOM 3 rrii rrn UI O/3 Li zo O L6 N m a. Hti ---- - --- ---- A BUILDING SECTION"A" SCALE: 11 x 17:3/16"=1'-0" 24 x 36:3/8"=1'-0" U OO m N � � FWNDATION SLAB m N U FFY REF - x �5 z Ct +. UILINE OF + COND./0111TABLEA J O FASTENER LOGTION 31RTMCK PAP I < #SCREWS CONCRETE SLAB SIZED PER W J d UNR SIZE p SIDE _-ACMFR'SSPECIF/CATIONS. LESS TW3177 I + TOP OF PER SIDE 2 W 25'T03E O PERSDE 3 _ Bi15CREW WI GASKETED WASHER: Z Z THAN 36 R ' (TYPICAL)LOCATION 8 NUMBER O GREATER PERSIOOR MORE DESIGNED PLAN PER TABLE'A'THIS SHEEP. BYERS. TWW STONS 00 A/C PLAN DETAILS 3 N UTL 16 O N N OINE OF N - 0 CONS.UNIT UD 0 PH a WHETSTONE E�kv1N"tFitNo ' " �'iNu INI, E AVEERA N FL 340: �ocanm ialrxlcAlBERrEa as ER A 2004 5"sro TI0N 9298 Z THIS SHEET ) ISSUE HISTORY : cEaTl�icTE �G A' o FINISH GRADE Z O NO. DATE VER. BY DESCRIPTION APPVD J' '�( N z DRWN. I' QQ Z 10/03)05 4.0 2004 FBC UPDATE MC (� ,/�Ij Ii�,I a W Q EL Q 10/25/06 5.0 TW VERSION 5.0 CREATED MC HAROLD W. 'YI�Iy JE !� �� 3Itr THICKFAP > O d 2p L.JAS(3 BE GEA Pt# µ1.i0v' CONCRETE SLAB SIZED PER SHEET 10/25/06 5.0-W TW VERSION5.0-W CREATED FROM 5.0 MC _ ELEVATION NC WKSSPECIF/CATKINS. Q 07/30/07 5.0-6.0W TW WHETSTONE/SEIPLANSMERGED SN RENATO A. CAROITI PE# x14/64 A4 08/22/07 6.1-6.1W TW 6.1 ARCHITECTURAL/ENGINEERING UPDATES SIN A D 2 A/C PAD DETAILS SCALE N.T.S 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES DISCONNECT®1T CLEAR OPTIONAL SERVICE DOOR OF NC COMPRESSOR LIGHT&SWITCH CYJ ---------- w N CD 11+'m ••it ;t' OPT. W EY COMP B i t Y 220V.NC D 11 '! r X M 0) c0 T WOISC. _SS=-N !___ 1 'a N EEGTRY_.AL Q _� Di rare- - Ax AF PANE - C s NOTES: / I50 ------------------ O fl '(MASTER [T >BAT AMP 10 UNLESS OT=:ERWFSF.NOTED: I II ' •� BEDROOM-2 Ln s BEDROOM-3 I II , c 1.ELEC'RICAL OUTLET HE=GHTSAS MEASURED FROM FNNSHED f_COR O Q TC CENTERED LINE OF THE SOX TO BE:12'A.F F.IGENERAL) , t AF HE t N m KITCHEN bd`A.F.F. 220V- BATHROOM 3SAF.F. BAT ROOMOOM 36'A.FF. p1RE�7pNAL AF CENTERED e EXTERIOR WATERPROOF tT AF.F. FRE.UIR _—_ _ ` GARAGE GENERALPURPOSE 4TAF ERED F. a AS 22R NVNH 0--4 i LF5 RANGE T A.F.F. MASTER SUITE ` DISC. i V i shy o 0 2.ALL TRIM PLATES AND DEVICES TO BE GANGED,WHERE POSSIBLE. •\ A'ly,, G 2 O 3.ELECTRICAL SWITCHES TO BE AT 42°CENTERLINE ABOVE FINISHED FLOOR. •� ' '//- o 4.ELECT.R CAL PLAN IS INTENDED FOR 310 PURPOSES ONLY.ALL WORK SHALL ' \-AF Y' J T d2 BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE LATEST AF \ ®HALL O43 I WM EDITION,BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE \ a�AN {p BATH-2 /2-CAR GARAGE 6 W v FOR THE INSTALLATION AND SIZLNG OF ALL ELECTRICAL,WIRING AND ACCESSORIES. P 6ISIJIJIRG- _ ` S.SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY NFPA IOM. SMOK—e DETECTOR3 STALL BE INTERCONNECTED AND CAPABLE OF OPERATING ON a r E THERACORDC(BATTERIES}. _—_,"—,..�________________ 3 _ T�y S. l^ARC FAULT RECE?TACLES'N ALL BEDROOMS PER FRC 2'J4 FEC'RICAL. / ' • TRECnoNa. r ' AF + ! Ryl� I / r / rV U j N __.._ ..,..lS,$' Diva \ DINING ROOM f ,FAN ITCHEN/CAFE , I CENTERED �' »+nR= wP o f \, I ;_ _\ �• FOYER 1 \ / m H ELECTRICAL LEGEND: m 1 }} ENTRIT` — o SMOKE DETECTOR �' Q CHIMES DOOR BELL CHIMES `\ SINGLE POLE SWITCH \ r SL8952A COACH LIGHT '� t2 DOUBLE POLE SWITCH ( FLOODLIGHT Ls DOORBELL + _--_--'L• �--INSTALL ONLY WALL MOU q9y�� J t3 THREE-WAY SWITCH ' DIOP DISPOSAL ............_..___... __ S4 FOUR-WAY SWITCH +ILING FANS a PREWIRE SPEAIO=R WP 11 ______ 1I DM DIMMER SWITCH (__jaG CEILING FIXTURE OPT. JUNCTION BOX 1-BULB WALL MOUNTED v � ALL RECESSED LIGHTS HOODAOCROWAVE LIGHT FUOURE �.. i r THIS AREA TO HAVE QTHERMOSTAT DIRECT10NAl TRIM a ;-4 9 SCONCE DBL .FLUOR FLUOR FUR. LLI cd o ELECTRICAL � t QL 110 VOLT DUPLEX OUTLET W/DIFFUSER ELECTRICAL PANEL f- 'y 110 VOLT SPLIT SWITCHED OUTLET PANEL ✓✓ O I HP 110 VOLT ARC FAULT OUTLET DBL 24-FLUOR FIST ELECTRICALPLAN INTERCOM SYSTEM II GROUND FAULT INTERRUPT 0 GARAGE DOOR PUSH BUTTON SCALE: •r4 I WP WEATHER PROOF GFI OUTLET DBL4B'FLUOR.FIXT. 11 x 17:1/8"_1`-0" ! W/DIFFUSER. 1- zzo voLr OUTLET ` 1-BULB WALL MOUNTED DGHT PER SPEC 24 x 36:1/4"=1-0" SPECIAL SERVICES OUTLET DBL 48'FLUOR.FIST, O N I T.V.OUTLET 2-BULB WALL MOUNTED LIGHT PER SPEC (a.1 � H TELEPHONE OUTLET SINGLE 48'FLUOR.FIST. Q..2.2 V RECESSED LIGHTING 3-BULB WALL MOUNTED LIGHT PER SPEC C.J BATH FAN I j iO MOISTURE RESISTANT RECESSED LIGHTING BATH FAN W/LIGHT QEYEBALL TYPE by F- `5'' RECESSED LIGHTING O MINIATURE RECESSED M ELEC.METER LIGHT FIXTURE TOP OF TOP OF TOP OF t0 O N MASONRY MASONRY MASONRY 4 � �I€1��F L�E t. HL ® q ISSUE HISTORY ® ® Ox m WH T NE ENGINEERING&T STING,INC. z NO. DATE E4.0 BY DESCRIPTION APPVD o o 53 d AVE. E BR FL 34203 Z LU DRwN. 0 4 0 CE 6"r! ATE OF ATI0N #9298 z F.. F_ 10/03/05 2004 FBC UPDATE MC - -- -- - - - - _ -_-_ D_ > ° T1 10/25/06 TW VERSION 5D CREATED MC /00L SHEET 10/25/06 TW VERSION5.0-W CREATED FROM 5.0 MC PARTIAL ELEV'A' PARTIAL ELEV'B' PARTIAL ELEV'C' 07/30/07 5.0-6.0W TW WHETSTONE/SEIPLANSMERGED SN SCALE: SCALE: SCALEC HARO W. PEARMAN PE# 44099 qQ 08122/07 6.1-6.1W TW 6.1 ARCHITECTURAL/ENGINEER/NG UPDATES SN 24x36:1/4"1-0' 24x36:1/4"1'-0' 24x 1µ ES' I C L. J SON BERGER PE# 64003 RENATO A. CAROTTI PE# 64764 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVR LoI 18 B1 C [NOTE:SEE SELECTIONS FOR SPECIFIC FLOORING (VINYL OR TILE)DESIGNATED BY THIS SYMBOL(WHEREVER SHOWN). O 4/COMP id 1 \ W C9 Ei '1 C,' PT M> rn 1 -v ----------- O (h C MASTER BATH - . !_ (1) 0000 BEDROOL43 BEOROOM_2 N m O CARPETED CARPETED (12) (11) (''jL j 'N. O j li o0 CARP. MASTER suITE`. ———— CARPETED � -BATH-2 2-CAR GARAGE (10) (2) _ cONc FLooR. ' y LMNG ROOM __. �. CARPETED TS`• ID ci (20) ENTRY m BROOM RN U CONC.FLR O (20) s ' W C FLOORING PLAN ►__- SCALE: 7 11 x 17:1/8"=1'-0" �1 24 x 36:1/4"=1'-0" �1 g z z z O LL g o 0 N tD O 4) E m n WHETSTONE ENGINEERING 3 STING. INC. ISSUE HISTORY : 2004 53rD AVE E BR aN F 34203 0 CERTIFICATE OF I 10N #9298 o W NO. DATE VER. DRWN' DESCRIPTION APPVD RE O W ~ Q Z 10/03/05 4.0 2004 FBC UPDATE MC 2 a j d Q O 1025/06 5.0 TW VERSION 5.0 CREATED MC SHEET Q 10125/06 5.0-W TW VERSION 5.S-W CREATED FROM 5.0 MC HAROLD . P ARMAN P E# 44099 Q 07/30/07 5.0-6.OW TW WHETSTONE/SEIPLANSMERGED SN L.JAS N RGER PE# 64003 A� 0622/07 6.1-6.110 TW 6.1 ARCHITECTURAL/ENGINEERING UPDATES SN Fl RENATO A.. CAROTTI PE# 64764 *SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES () COMP I i! ,� 0) TO II' 0 COMP '_______________________ nr r I MASTER BATHTn U mi®.--MAID w AIR c�a.Le cl) - 4 (VENTTO ATTIC) N ® � C MECHANICAL LEGEND BEDROOM-3 z BEDROOM-2 m R JUPER iY FlyC) MASTER ` 1® -d AH AIR HANDLER SUITE BATH 2 MPER 2-CAR GARAGE ® FM F FILTERED RETURN R AIR- CEILING V Z T '---------- JUMPER U Cl FILTERED RETURN S KITCHEN DINING FAMILY LIVING AIR-WALL u I m N ROOM PATIO I— J FOYER ENTRY O PASSIVE RETURN AIR JUMPER ,• --------- ------ ----------- o AIR SUPPLY w I THERMOSTAT ~ - � o FRESH AIR VENT g ••--+ BATH FAN W MECHANICAL LAYOUT a o O 0 N N SCALE: t0 O N 11x17:1/8 =1'-Q' 24 x 36:1/4"=1'-0" E CL ISSUE HISTORY : Z O z o NO. DATE VER. DRWN.BY DESCRIPTION APPVD U) W Z 10/03/05 4.0 2004 FBC UPDATE MC O_ C a 10/25/06 5.0 TW VERSION 5.0 CREATED MC SHEET 10/25/06 5.0-W TW VERSION 5.0-W CREATED FROM 5.0 MC 07/30/07 5.0.6.0W TW WHETSTONE/SEI PLANS MERGED SN M 1 qQ 06/22/07 6.0-6.1W TW 6.1 ARCHRECTURAL/ENGINEERING UPDATES SN 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVR Lot 18 Bk C LINE OF OPTIONAL LINE OF OPTIONAL N GARDEN TUB GARDEN TUB 33/2 SH 33/2 SH HD 6'-8" HD@6'-8" g9d�� ,_ fl I r,q PH BEDROOM 3 a tPH S BEDROOM 3 vw m MSTR. - I MSTR. _. 1 III BATH N n BATH v? r, 7 18"TB a mo 18"TB a O J� c M.C. N TB w, w 0, M.C. TB 0 W C) 26 PKT m 26 PKT qip P- -N I cJIp N O P 14'-0" '-5" 14-0" 2'-4 2'-5" N m AF { ° AF v c N o MASTER SUITE 0 i N o MASTER SUITE 0 n d 13'X13 13X13' AF o p Cig.@ Vol. AF Clg.@ Vol. N m d 0 0 [I] 1-SHELF 1-SHELF L/y� yy Y REWIRE REWIRE \ w \ I w Ih t0 IUl I►hWIL'�1 Z 1" PLANT SHELF N�= w AFB\ 5'1't PLANT SHELF p PER STD.PLAN. �' p PER STD.PLAN. (SEE SHEET A2) . (SEE SHEET A2) U WALL NICHE IN 6"WALL: ® WALL NICHE iN 6"WALL: w 2"RECESS:SILL @ 42" 2"RECESS:SILL @ 42" m ARCH TOP @ T-8"AFF. ARCH TOP @ T-8"AFF. c4 c SEE 1/AD1. SEE 1/AD1. m 1- 1 I- 1 i I I I I ' '' KITCHEN I- ' REFER TO SHEETS A2&El KITCHEN 1- J REFER TO SHEETS A2&El FOR BALANCE OF PLAN& I FOR BALANCE OF PLAN& x INFORMATION NOT SHOWN. INFORMATION NOT SHOWN. I I 0 MASTER SUITE/ALT.ENTRY&WALK-IN CLOSET OPTION MASTER SUITE/ALT.ENTRY&WALK-IN CLOSET OPTION w SCALE: w/MEDIA NICHE 11x17:3/16'=1'-0" 24 x 36:3/8"=1'-0" SCALE: 11x17:3116"=1'-V' 24 x 36:3/8"=1'-0" z 0 •.--4 0PECK BOX IF THIS OPTION HECK BOX IF THIS OPTION 0 PLIES TO THE PLAN. PPLIES TO THE PLAN. U) m 3 O 0 S O N N N 08 ,O O N E WHETSTONE ENGINEERING TESTING,INC. co ISSUE HISTORY : 2004 53rd AVE E BR TON FL 34203 z CERTIFICATE OF O I0RIZATI0N # 9298 o W DRWN. NO. DATE VER. BV DESCRIPTION APPVD 3 Z U) W Z 10/03/05 4.0 2004FBC UPDATE MC 2007 d j d Q 10/25/06 5.0 TW VERSION 5.0 CREATED MC HARO �t t,,,,1 Q 10/25/06 5.0-00 TW VERSION5.0-W CREATED FROM 5.0 MC . f EARIYIAN "E# 44099 $HEFT A 07/30/07 5O-65W TW WHETSTONE/SEI PLANS MERGED SN L. J B EAGER- P E# 64003 A 08/22/07 6.1E.1W TW 6.1ARCHRECTURAL/ENGINEERINGUPDATES SN R ATO A. CAROTTI PE# 64764 o si SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES Page is too large to OCR. SVR Lot 18 Block 3 8" C.M.U.FINISH INSULATION 2x4 SPF STUDS r, M PER ELEV. 25" LAP MIN 16" O.C. 1 #5 DOWEL w �' TYPICAL 3-1 2" 1/2" GYPSUM EXPANSION JOINT FINISH FLOOR / (1) #5 BAR CONT. CONC. SLAB 3-1/2" STEP _ 3-1 2" CONC. SLAB / d CONC. SLAB FINISH GRADE �iN rcv / ��N 3 1 2" o "� CONC. SLAB FINISH GRADE BOARD icv 4" 1 41» (2) #5 BARS CONT. 1'-4" 2 5 BARS CONT. 8" 2 3 1 -0 1 _'4.� 2 #5 BARS CONT. z # A EXTERIOR MASONRY WALL FTG B THICKENED SLAB EDGE C THICKENED SLAB @ GAR. (NON-BRG.) D EXTERIOR DOOR SILL H S-S SCALE: N.T.S. S- SCALE: N.T.S. S- SCALE: N.T.S.SCALE: N.T.S. VERTICAL WALL REINFORCEMENT :T:: (1) #5 DOWEL PLACED TO 25" LAP MIN. MATCH VERTICAL WALL 1 #5 DOWEL REINFORCEMENT (LAP 3-1/2" CONCRETE SLAB w/ SPLICE = 25" MIN. ) FIBERMESH (f'c = 2,500 psi (MIN.)) 3-1/2" CONC. SLAB 14-1/2" FINISHED FLR. 8" C.M.U. 13" DRIVEWAY o 3-1/2" CONC. SLAB FINISH PER. ELEV. x FINISH GRADE J I_' 4LJi : 0 8"x16" CONCRETE FOOTING ti:" : o Z N w/ (2) #5 BARS CONT. (f'c-2,500 PSI (MIN.)) 24"x24"x16" FTG W > EXPANSION JOINT :�;: l -4 2 #5 BARS CONT. O CLEAN COMPACTED, TERMITE 2'-0" ~ 11 NOTES: 1 -4 TREATED STRUCTURAL FILL p V Z E GARAGE DOOR RECESS FREE OF ALL DEBRIS Z N 1. GROUT CELLS SOLID BELOW FINISHED FLOOR. G MASONRY COLUMN FOOTING 7� SCALE: N.T.S. 2. FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL \'. J SCALE: N.T.S. OW REINFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELEVATION 1/2" GYPSUM BOARD O Z s F OPTIONAL STEM WALL FOOTING 1/2"0 x 8" ANCHOR BOLT 2x4 SPF STUDS 2x4 SPF STUDS w/ 2" WASHER Q 18" O.C. S- SCALE: N.T.S. Q 16" O.C. 25" LAP MIN @ 16" O.C. I rr I 5/8"0 x 8" 8" C.M.U. 1 5 DOWEL 1/2" GYPSUM BOARD FSPSON TITEN HD FINISH PER ELEV. # INSULATION ANCHORS 3-1/2" CONC. SLAB 3-1/2" STEP 3-1/2" CONC. SLAB COLD JOINT N14 (2) #5 BARS CONT. 1'-4" 1'-4" 2 #5 BARS CONT. (2) #5 BARS CONT. H FOOTING @ INTERIOR BEARING u MASONRY WALL FOOTING C> PATIO K THICKENED SLAB I-=4 /j.TASTING,INC. S- SCALE: N.T.S. S- SCALE: N.T.S. S- SCALE: N.T.S. 2004 53rd AVE E B, TON FL 34203 SHEET NO. CERTIFICATE OF ATION #9298 REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) L. JASON BERGER, P.E. DATE 5 2017 S-2 (w/ 05 & 06 SUPPLIMENTS) & ASCE 7-02. ALL OTHER DESIGN PFYWR1L PEARMAN PE# 44099 ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. L. JAJ N PERGER PE# 64003 RENATO A. CAROTTI PE# 64.764 3 SVR Lot 18 Block 3 OO cn REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR NO SHEATHING JOINT HERE ROOF DIAPHRAGM NAILING SPECIFICATIONS. c A. 2x SYP 'L' BRACINGS @ 24" O.C. SEE TRUSS ENGINEERING FOR SIZE, 2X6 SPF w/ (2) ROWS OF 12d EXTERIOR EXTERIOR , LOCATION, AND ATTACHMENT NAILS @ 12" STAGGERED (EACH FINISH ROW) #5 VERT. WALL REINF. 3" MIN. 1/2" J-BOLTS w/ 2X_ BLOCKING (LADDER FRAMING OR GROUT CELLS SOLID 2"0x1/8" WASHER SPACED 6" J PACKOUT) @ 32" O.C. @ 18" O.C. Lj FASTEN w/ (2) 12d NAILS (5 PER SIDE MIN.) W Z TOE-NAILED PER CONNECTION a•I Z v 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" O.C. TOP I O & BOTTOM FIRST FOUR (4 FRAMING BAYS ° GARAGE DOOR H MIN. @ GABLE ENDS (TYP.) FASTEN TO TOP FASTEN 7/16" APA RATED SHEATHING & BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END ( TO GABLE END FRAMING w/ 8d NAILS @ I6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG 7� INTERMEDIATE SUPPORTS„ 2x8 P.T. #2 SYP JAMB ? 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 TRACK/BRACKET FASTEN C7 ATTACH GABLE TRUSS TO PER MANUF. SPECS. INTERIOR PLATE WITH 16d @ 4" O.C. STAGGERED 2x4 #2 SYP NAILED TO BLOCKING w/ 16d B GAR. DOOR TO BLOCK ATTACHMENT DETAIL 1/2" S.R. GYPSUM BOARD NAILS @ 6" O.C. FOR GABLES OVER 24' LONG PLACE SHEATHING FLUSH S-3 SCALE: N.T.S. DRYWALL SCREWS @ 12" o.c. (2) 2x6 P.T. SILL PLATE WITH 1/2"0x12" w/ MASONRY w @ CLG. & 16" o.c. @ WALLS "J" BOLTS @ 24" O.C. MAX 0 N (I) A GABLE END DETAIL r S-3 SCALE: N.T.S. w Z FASTEN ROOF SHEATHING w/ 8d NAILS @ 6" EDGES, 12" IN FIELD & o 4" O.C. ALONG NAILER Q a U SIMPSON MTS16 TO TRUSS BELOW o 3 •r� z 2x6 SYP SLEEPER W/ (3) 16d g NAILS @ EA. TRUSS RAFTER 0 REVIEWED FOR COMPLIANCE WITH THE ENG. TRUSS WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT",,rAA1ND ASC -02 END. ALL OTHER EWI§ ITL�E9vM�'I ALF TANG, INC. THEf604203 SHEET NO. CERTIFICATE J IZAT;0 # 9298 VALLEY-SET ATTACHMENT DETAIL ryrypp L. JASON BERGER, S-3 SCALE: N.T.S. PE#HCA . PEARMAN PE# 44099 s L.JA N BERGER PE# 64003 RENATO A. CAROTTI P 6 SVR Lot 18 Block 3 OO ENG. ROOF TRUSSES #5 BAR w/ 25" (MIN.) ROOF SHINGLES @ 24" 0. ' LAP SPLICE (GROUT CELL TRUSS ANCHOR SOLID) SEE FLOOR PLAN SEE ROOF FRAMING PLAN R-19 (MIN.) FOR REINFORCED CELL SEE NOTES 5.18 FIBERGLASS INSULATION. LOCATIONS :. � M o & 5.19 (SHEET S-1) FOR ROOF NAILING SPECIFICATIONS #5 (MIN.) DOWEL INSULATION BAFFLE EPDXY-SET w/ SIMPSON SET EPDXY (OR EQUAL) MASONRY WALL W/ 6" MIN. EMBEDMENT -1 EXISTING 1/2" GYPSUM BOARD DRILL 3/4"0x6" DEEP CONCRETE (MIN.) HOLE INTO EXISTING FOOTING FOOTING MAINTAIN 5" (MIN.) L ..j_... -..J,#"z 47 EDGE DISTANCE ; rT, MAX. K.O. BLOCK BOND BEAM POUR `' SOLID W/ 1 — #5 BAR CONT. F ..: : ' .` .:;:. .: 1••x•1 W EACH MIN. LAP =25" . . ;.. , .• 1-�-�zW FILL W/ 3000 psi CONCRETE. C7 NOTE: CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE #5 BAR VERT. WALL REINFORCEMENT DUST USING COMPRESSED AIR & A NYLON BOTTLE SPACED PER FOUNDATION PLAN BRUSH BEFORE EPDXY IS INSTALLED. EMBED ACI STANDARD HOOK 6" IN BOND BEAM. GROUT CELLS SOLID RETROFIT DOWEL DETAIL STUCCO FINISH. S-4 SCALE: N.T.S. O APPLIED PER ASTM C 926 �+--I j Q Q 2 W RIDGE VENT: FASTEN 0 w TO ROOF PER MFR'S Q SEE ENG. FOR 25" MIN. LAP SPLICE INSTALLATION INSTRUCTIONS U 3 r� o 15# ROOFING FELT 3 2 X 4 SPF 7/16" OSB ROOF SHEATHING 8" x 8" x 16" CMU (MIN) BLOCKING FIBERGLASS ROOF/'BOTH SIDES SHINGLES NAILING DETAILS PROVIDE INSPECTION OF VENT HOLE © EACH DOWNPOUR 3 1/2" 2500 PSI CONC. SLAB w/ APPROX. GRADE FIBER MESH ON 6 MIL V.B. LAPPED AND TAPED PROVIDE 12" MIN. COVER TOP CHORD OF ENG. ° 1-1/2" TYP. CLEAR ROOF TRUSSES (NP)SLOT © RIDGE (SEE b VENT MFR'S INSTRUCTIONS) CLEAN, COMPACTED, TREATED FILL UNDER SLAB REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 SEE FOUNDATION PLAN FOR SIZES ° 2 #5 BARS CONT. B RIDGE VENT DETAIL FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ S-4 SCALE: N.T.S. 05 & 06 SUP I ALL OTHER DE { ( AN ING,IN SHEET NO. Atr L 3420 A TYPICAL WALL SECTION THE RESPONSI IF # 92 4 S-4 SCALE: N.T.S. L. JASON BERGER, DATE PE# 44 ESL PEARMAN PE# 44099 L.J ON BERGER PE# 64003 RENATO A. CABOT T i PE# 64764 SVR Lot 18 Bloc NOT USED '¢i5 ESQ d DOUBLE SILL PLATE. SEE DETAIL THIS SHEET OSIMPSON HETAL20, (TYPICAL OF MASONRY CONNECTION) OO SIMPSON H3 W/ (8) 8d NAILS N DENOTES GABLE END DIAPHRAGM SEE NOTE 5.19 /// SHEET S-1 FOR NAILING PATTERNS ( f f , r RS;,;�} 4� t. ;') �" sat yi° SnL �e 7f/ '�ti y )� , if, , y>t, n SlrUctur tlj e. NOTE: CONTRACTOR SHALL REFER TO THE F--- - - FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION. NOTE, THERE ARE NO UPLIFTS GREATER THAN 1000 LBS THERE ARE NO REACTIONS GREATER THAN 5000 LBS J O w J 3 �J J � S 3 W 3 _ 5 v a O ATTACH GABLE TRUSS TO PLATE WITH 16d-- / @ 4" D.C. STAGGERED (2) 2x6 P.T. SILL PLATE__] PLACE SHEATHING FLUSH 3 WITH 1/2" x12" "J" w/ MASONRY BOLTS @ 24" ❑,C, MAX WHETSTONE ENGiNEERI TESTING, INC.' ROOF FASTENER LAYOUT DOUBLE SILL pLsTE E E Q r °NTH 34203� ELEVATION 'A' & 'C' SCALE' N.T.S. 2007 D .s SHEET NO. HARO W EARMAN PE# 44099 L.J S BERGER PE# 64003 RENATO A. CAROTTI PE# 64764 S-5A ( SVR Lot 18 Block 3 OO M M i cn [� � .n N SEE NOTES FOR ROOF DIAPHRAGM NAILING SPECIFICATIONS b u� o FASTEN VERTICAL 2 x 4 MEMBER 2 X 6 SYP 'L' BRACES @ 48" O.C. TO SCISSOR TRUSS w / (3) 16d NO SHEATHING JOINT HERE FASTEN TO GABLE END STUDS �j NAILS PER CONNECTION. w/ 1Od NAILS @ 8" 0/C z 2x6 SPF SUB-FASCIA 2x4 @ 32 SPFO.CLOCKING W�..�..I 2 x 4 BLOCKING (EDGEWISE) @ 48" O.C. TOP & BOTTOM EITHER LADDER FRAMED FIRST FOUR (4) FRAMING BAYS MIN @ GABLE ENDS (TYP) OR PACKED OUT. c7 FASTEN TO TOP & BOTTOM CHORDS w/ (3) 16d NAILS e FASTEN 7/16" APA RATED SHEATHING (TOENAILED) EACH END TO GABLE END FRAMING w/ 8d NAILS @ 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS CEILING J ::: i" 3-COAT STUCCO FINISH. Q� RIDGE APPLIED PER ASTM C 926 J w 2 x 4 SYP BRACE NAILED TO BLOCKING w/ 16d Q O N SIMPSON 12" TWIST STRAP NAILS @ 6" O.C. FOR GABLES OVER 24-FT j F INTERIOR HIP VAULT: TYP (4) FRAMING BAYS 6:12 SLOPE CENTER O AND 3:12 SLOPE SIDES. FASTEN BLOCKING TO TRUSS USING z SIMPSON MTS12 w / (14) 10d NAILS 1/2" S.R. GYPSUM BOARD 0 i--� 3 w/ 5d COOLER NAILS @ 7" O.C. ATTACH GABLE TRUSS TO d 0 a 2 x 4 #2 SYP TYP. PLATE w/ 16d @ 4" = r O.C. STAGGERED 3 PLACE SHEATHING H r FLUSH w/ MASONRY W 5 > (2) 2x6 P.T. SILL PLATE w/ 1/2"0x12" "J" BOLTS @ 24" O.C. MAX } REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) / A GABLE-END DETAIL @ HIP VAULT 05 & 0 y�� 1�M ,�E T1t7G QW. S-6 SCALE: N.T.S. ALL 0TH Ord } �V _ ��dlk1U-3IIg3 SHEET NO. THE RES 2 2007 S-6 L. JASON BERGER, .E. DATE RAPOr 3P RMAN PE# 44099 L.JA ON RGER PE# 64003 RENATO A. CAROTTI PE# 64764 6 SVR Lot 18 Block 3 00 cn M 6" MAX. NO SHEATHING w ; JOINT HERE 2X6 w/ (2) ROWS OF 12d NAILS @ 12" STAGGERED (EACH ROW) w M O O1 cbd �'r 2x6 SPF SUB FASCIA a`a 2X4 SPF BLOCKING @ 32" O.C. 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 STUCCO STOP WHEN APPLICABLE z GALV. 'L' FLASHING SET IN ASPHALT SEALANT I�Z ATTACH EACH PRE-ENG. MONO TRUSS TO FLAT CHORD OF STRUCTURAL GABLE w/ (3) 12d TOENAILS. C� / "\ ROOF SHINGLES (SEE PLAN) N 2X6 SPF W SUBFASCIA J = _ / ______ Q U 3 te. Z !�7 O 0 Cd o � SEE PLAN FOR SETBACK O o m •r� � TRUSS ANCHOR 5 PRE-ENG. GABLE TRUSS (SEE TRUSS SEE ROOF ENG.) FRAMING PLAN A BOSTON HIP FRAMING S-6J 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 CE 7-02 ALL O L9T*N§I;' IK I E3TLINE SHEET NO. THE RE II TOR CERTIFIC a 9298 L. JASON BER2007TE S-6 HAD4099 L.JA003 4 i cEi1dUra SVR Lot 18 ock 3 For Masonry Rough Openings DOOR COf ONEN f sysiuts —4bF H HI f 1 1 ... 1 ! I I I I , ()Screws per , site at 115 S z s.rs pze S;Scmper t5{ tr spagng for ,✓rs .#f` t'e as t a ,+r s,r a:t f:' 6a8 unfits pica a#€ space' for zpecng for (7)Screws per 515 eats ffi un S U As neIinI4" € ,scfe"'s Fw. i7 SLrEos fir #19 st`fE' `per spacing for "?J'a,S4'' om it 14` sines #4' 04m#1$ for g�it'og for 8;p br.€m X11€brim 6.fl onsets TYP r< tL/ Single door unit Single door unit with two sidelites Double door unit z O g Single door unit with one sidelite g (boxed construction) (boxed construction) 0 0 o 11 I l 1 1 11 I l 11 1 1 0 Q o . II ] M ] } SILICONE APPLICATION MINIMUM FASTENER COUNT ] 5 fasteners per veRtcat framing member and 3 in header for ST units.. ) 7 fasteners per vertical framing member and 3 in header for 8 units. T pplt s scale LATCHING HARDWARE rubber sea:anx in Compliance requires that ANSI Al$6.5 GRADE 2 or better cylindrical and deadbolt security ead rtt to a took set be installed.Follow assembly Instructions PEW-Al-X. c..y�r toad size cf 1;�° tr; h x 3 4'vrrde. MUTES SHEET NO. ' S Fasteners recommended€sir 155 mitt are 3,151 x 7-a+a'Tapcon screens calculated by the lowes€.fastener rating for optimum anchor positioning. 2. The Tapuon screw length s designed for 1-114`minimum embedment into the masonry, 3. Sealant recommended toast re s#t to subfloor is 100°.clear silicone rubber sealant OXO units(65`S use apprDx.1202 of sl#,o€re:XX units t72'}use approx.16 cc.of sshcone X units(36'}use approx.8 at,of silicone:OXX triple units(1081)use approx.24 oz,of silicone;OXXO quad Double door unit with two s i d e I i t e S units(144')use apprDx 32 or.of silicone.Silicone rating:ASTI 0-324.Class 25 Type S.grade NS.DAP product number:03641. ] 4, For insta€latiun in wind-borne debt€s or high-ueiocity hurricane zones,add 3 fasteners to sill. � `All We.€12.43454.01.g#43054.Q2,and 4f-43€164.f13(Arcrritectura#Tesfing,Inc.,York.PA) Design Pressure Chart Stock Building Supply Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report# X 6' 8" 3' Opaque +65.01-70.0 6184.1 XO or OX 6'8" 3' Opaque Door +47.01-47.0 6184.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-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 +47.01-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 OXO 6'8" 3' Opaque Door +47.01-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6181.5 4� XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 E OXXO 6'8" 6' Opaque Door + 50.0/-50.0 6184.7 z O W 6'8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 o OXXO 6'8" 6' Opaque Door + 50.0/-50.0 6184.8 6'8" 3' Sidelight Glass ODL Screw Frame + 50.01-50.0 6184.8 Q C X 6' 8" 3' Glazed.ODL Smart Frame + 55.0/-60.0 6142.1 Z Cd XO or OX 6'8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.2 0 6 8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 0 0 OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.3 .fir.-,' 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Smart Frame +47.0/-47.0 6142.4 OXXO 6'8" 6' Glazed ODL Smart Frame +47.01-47.0 6142.5 6' 8" 6' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 X 6'8" 3' Glazed ODL Screw Frame + 50.01-50.0 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 +60.01-60.0 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 6'8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.1 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 SHEET NO. D2 MODELS 11 OR (24 GAUGE REV DATE MODELS 120R (25 GUE 01 7 2002 NEC. LOADS WERE 37/ S5.5 DESTtT; PUSHNUT TESTED 18 GA. PAIRED END STILES ATTACHED TO DOOR ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. SKIN WITH PATENTED TOG—L--L)C SYSTEM ATTACHED WI TAO—L—LOT do (TOP, BOTTOM &CENTER). HORIZONTAL TRACK SUPPORT BY AND E ADHESIVE (kONG �) 18 GA. GALV. DOUBLE END STILES DOOR INSTAUER (TO 51)11) OPTIONAL 1/B ACRYLIC OR ATTACHED TO TOP AND BOTTOM RAIL SNAP LATCH ENGAGES j14x5/8•SHEET TA!.SCREWS A GLASS UTES VA#LABLE WITH PATENTED TOG—L—LOC SYSTEM. r LHR TOP BRACKET DOOR COUNERSALCE SYSTEM SEE SECTION B—B) ONE SNAP LATCH ON O EAC'F 1 - i ii .H SIDE OF TODRhCK WOf82ONITAI O INTER.STq E 13 GA GAL. STEEL FLAG BRACKET. I rx3 4"SELF DOUBLE TRACK C -```-VIEW "8" OUTSIDE E '`�'.. 515.5 14 GA.END HINGES 18.CA.�IATE IN1k2E STTTf FIFA(Tl3i1�111L�'T t VIEW'C" INSIDE HANDLE qc DOOR ( GE)CH L LOCK x HEIGHT V SNAP,uT�l tQ��AP7H1ti 1'"DOOR C7VERLAP (EACH 5N?E) 2•GALV.STEEL TRACK. STOP MOIR DING BY DOOR INSTALLER(TO TRACK THICKNESS, .083' SLIDE BOLT 18 GA.GAL.STEEL.PAINTED END STILE 1. TWO,IN LOCKING EN� 2x6 YELLOW PINE JAMB 18 GA. GAL.STEEL.DOUBLE END STILE BOCK oN 20 GA.GAL.STEEL INTER.STILE TYP. 2-1/2x12 CA GAL. EACH SIDE 12 GA.GAL.STEEL.TRACK a STEEL TRACK BRACKETS OF DOOR. BRACKETS FASTENED 11)WCX)O JANB� C1 NOTATOE CEEDEN BWKYtETS A oATTDNAL O11T51DE KEYED LOCK POSITM BRACKET USED FOR E,MAX. 3 N S/ fiOS/8"LAG 14 A C TAT TO t� 14"O.C. Id� (8 TOTAL BRKTRKT S PER SIDE J/ FOR DOORS UP To 7"0"HIGH).LDOOR WN)T)i 1$`-2" BOTTOM DOABLE END BOLE W IALSTALIED ON ROLLER SHAFT (T TOTAL BRICTS PER SIDE lt455Wd STILE FOR UNRESTRICTED OPERATION, FOR DOORS UP TO 8'0"HIGH). INTER. 2 GALV.STEEL TRACK FASTENED TO 14 GA GAL. STEEL ROLLER �+ 't2 GA.GAL.. STEEL TRACK BRACKETS. FRENED TO END STILES EiICH�W 4) 18 GA.{..41,Y. 51EE4 CEHTEfk DOUBLE-TRACK DOORS UP TA 7'—)3'HIOFF CON515T flF 4) SECTIONS (SHdi TRACK hTFACHEO TA EACH BRhCMt"T D METAL SCREWS PA5TENEtj TO It�11ER ST1LE5 W(4 LOW HEMROOM 1S DOORS OVER 7'-0 HIGH CONSIST OT'(5(}SECTIOP (NOT SH WITH CTOIE i/4"x5f6" BOLT k NUT 2 1 4 F TAPPING SCREWS PER )11AxSf8 SI#EEI METAL SCREWS AVhFtABLE AS AN oPTTON S10E THE RESPONSIBILITY 0*'Tt1E PROFESSIONAL or OR TWO T/4"DNA RIVETS. 2 .(IL4 LONG STEM t0 BALL STEEL ROLLER RECORD FOR THE BUILDING OR STRUCTURE AHD IN ACCORDANCE LOCK BAR ` . THISWITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON OUTSIDETSF>�D LOLL( TRACK PREPARATION OF.1*5155 BY t)THER5. SECTIONCl) LOCK BAR LOCKING EACH SIDE NOR I2ANTPL fTOP) TOMB FROW FRAME WfIH U.V. DTR. FROM COATING aN OUT"SURFACE )O JAMB TO SUPPORTING STRUCTURE ATTACHMENT ttA LOAD DOOR) THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK O w TO THE 2x8 VERTICAL YELLOW PINE(GRADE)2 OR BETTER)JAMS. NO LOAD FROM THE DOOR Z u w OPTT1)NAl 10 SCR£M IS TRANSFERRED TO THE HORIZONTAL(TOP) IAMB. / GLASS R 2)ALL. B FASTENERS MAY BE(BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE _ MOLDED INSI ✓ 1 f8'ACEMEC IAM SEC1L47 .8:;9r FASTENER LITE RETlVNER f /4 PAN PAN HEAD SCREW WOOD FRAME BUILDINGS TYPE 2"TNHCK-I (10 SCREWS PER LIFE) STUD WALLS(OD DOOR OPENiNG))SHALL BE FRAMED SYXTD BY NOT LESS THANR BETTER . (3) 2x4(UP TO 9'Wx8'H) - 11E t>11W)1l.CIA2ttatt Sit CF t11J 1145 1M&+%kN MEI OTB LESS UP TO T1{AN x1200 PSI.PRESSURE I E E FIBER ES� (F•)dOD STUDS OF A STRESS MAX. D.C. ABM. No.RL>R +11W4' C STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. + () t o *4 SECT.1HC6.1.4 OF 11W 1'LOR AM COT v, !••1 SECTION A-A(1DE YE1'i BLOCK WALL OR CONCRETE IAMB Z \'\ 8 VERTICAL JAMB 12 GA. GALV. STEEL TOP 2x8 WOOD JAMB SHALJL ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN O ' EACH BRACKET ATTACHED W/(4 14x$ 8' BLOCK WALL CELLS SHALL.. CH BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING 2x SHEET METAL SCREWS.ADJUSTABLE ATTACHED 4" INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS - TO TOP BRACKET WITH (2) 1/4'x1/2" BOLTS AND I TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE NUTS PER BRACKET, 2-i/2' DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. Q L 2x6 JAMB TO t' —I —5/8' (TYP.)SHIP LAP 31NNTS. (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) •t^� O 11 LL DOORS UP TO 182 VU'H 4 C—CHANNEL 16 GA, CALV, STEEL MIN. No. OF ON CENTER FASTENERS DISTANCE STEEL I' PER VERTICAL BETWEEN BUILDING TYPE FASTENER TYPE .IAMB FASTNERS REQUIRED? 14 CA. GALV. ROLLER HINGE 18-1/4 1 o EACH HINGE FASTENED TO END 2.000 PS MIN, CONCRETE 1/4 x 1-3/4 MIN, EMBED JARGON CONCRETE ANCHOR 9 11 YES 1 0.0. STILES W/(4) 14s5/8'SHEET METAL C—SO BLOCK AND (2) 1/4 /4'SELF TAPPING SCREWS. x 117..1/24 NO (INCLUDED (SEE VIEW'B7 ONE 4'TALLx 16 CA. C—CHANNEL PER DOOR SECTION. WwAK*t*ssvwo0.P.E. DESIGN LOADS: +37.0 P.S.F. & -41.0 P.S.F. 3 ((EE114*x3`4'SELF TAPPING SCREW PER STILE LOCATION. , pvdMNM P4.► TEST LOADS:: +55.5 P.S.F. & -61.5 P.S.F. ri �... ORIGINAL DRAB 'WINGS ARE SIGNED IN BLUE 25 GA. MIN. EXTERIOR SKIN WITH G-48 MEETS OR EXCEEDS THE DESIGN I LOADS FOR THE WIND SPEEDS LISTED BELOW INK WITH A RAISED SEAL (EMBOSS). GALVAIiIZIIG, BAKED-4F7 PRIMER AND A BAKED-oN POLYESTER PAINTED TOP COATVATTACHED 1-1/4 WIDE x 16 GA. GAL. (TRAP. (5) PER DOOR SECTION LOADS FOR THE WIND SPEEDS LISTED DINGY ACCORDING TO THE 2001 FLORIDA BUILDING o APPLIED TO 80TH SIDES OF STEEL SKIN. �ON 18' WILE DT�PLs,ExCEFI'(8) STRAPS AN 2ND (LCX:I� ACCORtMNG TO THE 20901 FLCHTIOA BLIkDit+1G GADE�CE7-98 FOR THE FOLLONING ,� .1n Dun SREET 1:YS LVIA1lIiMG in. 1=wV. o SECTION (SEE INSIDE SELF TAPPING AP} EACH STRAP ATTACHED CONDITIONS CE7 98 FOR THE FOLLOWING CON 5; 1) o WITH 3 1/ 4 SELF TAPPPiINO SCREWS MW CONO I) 2 DOOR 2) DOOR HAS 2 Of'WIDTH IN BUILDING MANUFACTURED 1 1 102617 01 SCREWS)TA/DOOR. ONE SCREW TO G—CHANNEL). H15 2'OF WI IN BUILDING S ENO ZONE IENO ZONE 3) USE FACTOR of 1.0, 4 ANY 1)9 FACTOR AF 1.Q. 4 ANY ROOF SLOPE. S DL ST CHECKED 11 3 GAI STEEL BRACKET, WIND SPEED MPH S 130 140 1 150 WIND SPEED MPH S 110 120 120 130 MWW ArAW DESCRIPTION 3 WITH EE 1ax5/8'SHEET METAL SCREWS. WIND SPEED LEVEL Br C B C D EXEI 3RE LEVEL 8 or ClB C B DOUBLE CAR MODEL 110RW6 & 120RW6 (2) MEAN ROOF HEIGHT 30` 30' IS 3D' DATE SCALE ALUMINUM EXTRUSION do VINYL WEATHERSTR�. MEAN RAAF HE1C#TT 30' 3O' 15' 3A' 6/13/02 HOTETO +37/-41 PSF DESIGN LOAD 5 ma"Imp IV*6*ts ce*p ATI*1514*aee.e.ad. (513)270-48Q0 SHEET NO. n ai the tXallo BaProdoc�IMn Drs w1d mar 8585 DUKE BLVD. be reyraauree Tn any lam wIthout Ni•lttem pemHse cn. AdASON, OH 45040 USA D4 J ` SVRLotl8Blo k3 IutlNt I MIN. SFRIES 14$f"158 59O t l urTAL Butt ° 1 AN C 'ARAIt At1I1J f Qfi1t33t1$ QUAN TY GNAJ21 r•ANGE 1VPE EM utT ASTM �1 SHIM AS CAULK (SE e NOTES - WINDOW FRA14E 1/4"M:; .AS R et T.T.T(INcHEs DESIGN PRESSURE REQD..IN FRAME REaD. IN FRAME30 MPHfi PARTIALLY l-; Y Qpt VfNG;. JAMB (5fE NOES) CAPACITY 1P1 f'SF bm NIM _ MBEDMENTT 1 1/4" A+IIKIIMUM EMBEDMENT 4aOsED AlllLDlt 6: BY OTHERS 24 2 2 2 2 2 2 s 3/ 9 '' -80 ( ) INST LLA71Oi A404 `., Iti fiA1 t 4►Ctt�ht At tt t J 24 .x, 6 80, 2. t" /1.f 1)tA TAPCON; sHb1 t1 2 2> 93/41375/3 - 0 sHt>Nmt 24 x 48 80, 2 2 2 2 2 2 83/4x435/3 --70 SSB cAULtc BETWEEN „» iLK re tL[c; " . 5 WINDOW F# N sr� .► ELY Q i At1t}c't FV1EfN" WINDOW -W { iNf2t)D BUCK 36 x 8d 2 2 153/475/3 $( MOD 1 MASONRY OPETthtG' 36 x 24 8 . 2 2 2 2 ;Z; 34 x 19 5/8.' $fl { ; BY 0�' 36 :x 38: $t1 2: 2 s 3,/4 x 31 5. 0 : ) ttNE t3Y EXTERiOR 36 x 4 fip:' i' 2` 3/4:315/B -50 DS$ M AS L�EaD, ONE BY 76 2" 2 2 2 bi z " -fit) i�SQj BUCK SY�[3313ER4UFK BETWEEN @CK 8l3THER 1vS RE ETON _.- , aaEN 3.: x n InN51 LA qN At o w000: 48 -x 12' 2' T 2 - -2 2 J/4:x 1 s 80 S58) 3�ta• D1A,'TAPCON �-, � -� � CAULK BETWEEN St{t}W x 24: 80 2 2 2 2 2 2 2I 3/4-fs 135/8 —70 ( ) WOOD _ 48x36 —80 2' 2 2 2 11`$4#':x315/9 -50 ( SS) MASL NR BY OPENING ENT N � 48 42 -74 vim" 3 2 2 2 2 3!'3/ "z 375/8' 550 DS6) x 48 - 62 2 2 2 2 2 2_ 3/4x43 X18', 5(}(3/16") 1 1/4" MIN. 48 x 55 -52 2 2 2 2 2 2 3/4x505/3 —50(3/15 ). CAULK BET 4 WtN[101N EMBEDMENT 60 x 12 8t) 2 2 2 2 z73/4115/8 AGE Sfc OOO, . — SSB 47 O.c.;MAX. 66x26` 8A 2273/41195/9 -a S58) 3- 3' 273/4z315/8 -aS (DSB) 6(3x42 -66 3" 3 2 3 3 2' 273/#x375/8', -"47 (DSB) 60 x 48 --54 3 3 2 2 2 2273/4x435/8 —55(3/'6" ! 2--- -- --2. 2 :- 2 "� 3 Pl1riE CER CAULiG 6.E1 x 55 —44 __ 2 34 st 54 cc DY OTHER 1/4 SHIM 72 x 12 _80 2 2 x: 2 �-�-1 �yyp SPAS'-ietAX:: 3/4x7$A �$ - (sS0) �I FRAME 72x24 24 —80 3 3 2 3" 3 2 333/41195/8° —49 (SSB) WINDOW 2` 72 x 36` -8 3` 4 4 2 4. 4 z' 133/41315181X5O (DS8) HEIGHT 72 x 42 —61 3 3 3 2 333/4 x 37"5/8 50 3/16") 72 x 48.: -49 3- 3 I 2 3 3 2 333/1 x 435/8' --5C3/i6') a 24"0.G MAIL. J2 x55 55 —40 3 3j 2 3° 3. 2, 33 #x 58 — fl 3 16" 1 1) `SfIIM AS.REQUIRE"ADsIAC#5{r 16 EACH 11S1ALL.A1ION ANOHdt.mm LOA 2IIM MAX. -ALLOWABLE 6M STAC TO 1/4 ALLOT 4063 • O 3) CV.Lc BEHIND WINDOW VLANIL At HEAD AND WINDOW BUCK ATTACH8 3O THE sU85RtATT'MTh YULIi 1A 116 AbF 5lCAUU OR APPROVED Et tfAJ. I a HEIGHT f-3EIGHtT 4) CAI.A C PER'As IEft SEAL AROUND EXItRIDR Cf WINDOW FLANGE 31 DE5tc[ SH4S1N ME BASED ON MULLION CAPAATY Ord DESIGN PRE S M�INDOW FOR 6.ASS THICKNESS,MUST DE:DETERMINED PER ASTLN—E13O4 CLASS CHART AND A1E ELANC ,.TYPE WIDTH .+I ALLER VALUE MUST SE USED FOR DESIGN. WINDOW PI2AkfE WATER RESISTANCE lEST REQUNE&IENT.f9F;I %OF DESIGN LOAD APPUES POSXtFVE S1LI LOADS WsU LAIIE0 ID 40.0 pSF ou vO Wki€R CESI'"PlLSSUKL'(If 6.0 PSF At E+1ED IN f ELEVATION mom F1.ANCE WINDOW N SIRUC( R 08 SCREWS OF•'Si f > LENGTH;TO PROMDE kl*MIM E�l qi-THE SIJBSRRAIL AS.'S IOAfst ANOVE VIEWED ROM FXTFRIOR IN to FS BIT NO MORE THAN 24 0.0. 8) 'INSTALlATION OF PtANQE F NIHDCIW IN CCNaIEJE OR MAs(5RY: 0)USE 3 0 PERIMETER CAU ANCHORS CF SUFFICIENT LENGTH 10 PROWDE INIMIJII '-.1/4"EMBEDMENT BY OTHER" SUBSI RAZE AT LOCA1iO s 3ttU►1Ja fit CHART,BUT THAN:24 0.0. " I g) ;l EXACT 118100W IS NOT LIS1 D IN ANCHOR CHART.USE ANCHOR(XJNIiftlt LISTED:Mt1tt NEXT LARKIR SIZE. jT Nkof Tens,LP 1001 7f Crosby R1 Carrdl!wi 1X 75O •P.O.Bck 81.,=14 D9tas.€X 75381 'PRE CAST S[LL ASSEMBLY.D]RA1�ifN"G BY t3THERS CAULK @ETt71EN WINDOW FLANGE SERIES 148f}/1566/1590 HORIZONTAL SLICER l N.,O J & PRE CAST SILL WITH VULI(EI4 RRN. CHIKO SCALE 116 ADHESIVE CAULK OR c C T1f�k1 APPROVED EgJAL AR IP N/A Jl C d IOI'V REV: DATE _ NAME SHEET NO. 03/_31/0`t 12/08/03 �NS'TALL KRON 1480 SVRLot18BIo COMPARATIVE ANALYSIS IS•& APt ON ANCHOR R CHART A1!Eta WINDOW DEGN PRESE NO. BREW I CAULK BETWEEN s tNcsAPACITY PIN TYPE I WINDOW W WINDOW FRAME 'ATHII'G 18 x 28 xx ._ - - _ _ I6.x 121 -$t1: (SS B) JAMS 1 18 x 36 109 109 2 2 2 2 2- 3 16z16 -60 ( );; CAULK B,E7WEEN FiN, 18 x 4. 2 3: 16 s 2L 1/+ -80 Ss BY HER SHEA Alf EMBEDMENT ENT 18 x 6Q 63 63. 2 2 3 1&1t 60 SHEATHING 16x24-}/6 70 18'x¢7 59. 50 2 3� :� �� tbat3k.1 4 � ��,� -mot MIN . : INSTA 1�1.. t. EMBEDMENT :a as 2 2 2 2: tom) z xs as ss 1 a+ —so gNGHQFt Y4 x 46 73 73 2 2 SHEATHING {�_� 24 "OTHEff;S= x 5Z - LB SSA).x60 - 5si 2 2 3` 4': 221<2$3%4 -5► ( =24 x 72 48 48 2 2 3 2 2 4 '�2 P :# -60 ) P X11 INSUALA 32 x 8 -- _ _ 3� I21/4 -60 SSB CAULK. Y'011lE WINDOW WIDI IT 2 2 2 2 x 1II4 -641 ANCHOR. 32x38 57 57 2 60 ` 6 . 32 x 48 52 52 2 2 3° 2 2, 3 30 721/4 5O 32 x 52 3Q Y 241/4 -65 ExrERLQ -PERIMETER CAULK 32 x 60 46 45 2 2 3 2 2 4 30*281/4 s • ((ISO) HN' TIPE M �� BY OTHER 32x72 72 40 40 2 2 3 2 2 :4 30 Y 1/4 50� (l WINDOW L '! L 3S z 2)3 - - _ _ 34121/4 80 ) FRAME HEADER 36 -60 css8) 36 x 48 49 49 36 52 52 2 2 3` 2 2; 34 x 2t 1J _ , 3388 x -. _ 34 i24 1/4 -65 (DSO : WINDOW I 35 x 60 43 43 2 2 3 2 2. 4 31*281/4 -65 (0GB) MIA. 36 x x2 4tI 40 2 2 3 2 2 4 3(x3/1'/ a tl ) x 28 _- _ -- _ _ - _ i 42 x 121/4 --60 (SSB) 44 x 36 41 4 3• 3 2 2 2 2 42 Y 161/4 -60 (SS@!! w 1N[NDOY' O : o O 0 44x48 40 40 3. 2 3 3 3 3 42 x 2 4 j# 5O S360 M 44 x 52 __ -_ 42*241/4 2f 1 4 —65' HSE33l �� Etr`al'1� 44 x3$4 40 40 3 3 3 3 3 4. 42*28€1/4 65 tD5H) At4 TYPc r C 4#x-72_ 40 40_ 3 3 3 3 3 _ 5_ 42x34 1/4 --SS0 .(DS8) 1 N TY ; 48x2$ -- FRAME SILL 48 x 36 40 40 3 3 2 3 3 2 48 x 483 3 3 3 3 3 Y 16 /4 t SO° 0S9 ) 4D 40 �€��'I� z4r't3f16 ) 46: 1/4 (3/18") CC3 24-" D.C. 4.8 x 60 £0 ap 3 3 3 3 3 4 46*781/4 —60.{3/ ►� MAX.(TYP). 48 x 72 40 3 3 3 3 3 5 44*34-1/4 3#111 —60 (3/16") 53 x 72 40 40 3 3 4 4 4 7 51*34 1/4 —5D;.(3/6` GENERAL h1(lTE : 1) SHIM IF" 0UIRED FOR LEVELING. WINDOW' EQUA LY'SPA PERIMETER CAULK-' HGT Ai5CHOt2S (TYP.1' 2 CAUL +BEHIND MATERIALND0F !�1A s3 3� CAULK 8EF1(MD WIhtD1JW FIN AT HEAD,,Sick & JAMBS. 13Y OTHER 4) CAULK FOR PERIMETER SEAL.AROUND_EXTERN OF WINDOW FIANCE. SHIM IF REQ'D 3} GLASS THICKNESS 1HICKNESS MAY VARY PER IHE REQUIREMENTS CF ASTM E1300 GLASS CHANT, SINGLE GLAZING IS SHOWN. INSULATiNG GLASS IS ALSO CUAUFTED 6) WHERE WATER RESISTANCE TEST;It 411904ENT OF 15T OF I)Md I LOAD;APPLIES,P051Til INSTALATION DESIGN LOADS WILL BE UNITED TD 40.0'PPF'DUE TO WATE1t TEST PRESSURE OF 6.0 PSF` ANCHOR ACr-IEWD ill TEST. CAULK BETWEEN 7) INSTAII.A110N:. I.FR"E WINDOW IN VVCb'FRAME OPENING C 11MT TWO BY WOOD STUDSWINDOW FIN USING C4D.INCH;fMA NAILS OR SCREW OF SUFFICIENT L ENGTN 'EO PROVIDEM#A`f I l OMENT SHEAT{NG INTO SIJUSIRATE. 8) IF EXACT OW SIZE I5,NOT U51ED IN ANCHOR,CHART. USE ANCHOR QUANTITY LISPED. SHEATHING BY OTHER '1" I;+l1N. ty , 6 MAX(TYP) EMBEDMENT o Gcmp y ms, SECTION 1 1001, . .Pa Boi 8191322 0*loi 1 6"MAX.(TYP). ASSEMJLY DRAWING SERIES 1100/t 900/1970 SII4GLE '-?LING ?OW' ELEVATION Oi„I. KO SCAB VIEWED FROM EXTERIOR AR IP N/A SHEET NO. Auzy tF RATE p OiE WmOER I 12/11/03 D iNSTALATION 11Io W2 SVRLot18BIo COMPARATIVE ANALYSIS YSIS & TAPCON ANCHOR" .CHART ASIM E13co er cz s WOW DESIGN PRESSURE NO Of f 8 .090 DJkNAIL CAULK BETWEEN -SIZE (INCHES). :CAPACITY IN PSF '.D, t FED I b i .FRAME F ,+, d. _ wow. T» WINDOW FRAME : SHEATHING 18 x %ii — —— '6 121/4 JAMB x36 ion 1,44 2 2 2 2: 2 3 161to 1/4 —80 t556)1 5tEA'1��ifNG At BETWEEt '"FIN' t&x 48�, z �l/4, 18 � _ j�{ —7{t �I `t S�IH E91ty t"MIL, EMBEDMENT }. sa x :6h 1" AI1Fl, _ 2 x INSTAL ATT1t7N' EMBED Ei�1T 24 - - — — — 22 x12 ANCHOR24x46 2 z' 3 2 4 >< t SHEATHING � s2 _— __ 24 x SO- 99 59 2 2, 3 2" 2 4 BY OTHERS .. 22 x # --50 ( 24 x 72 A8,. 2 3 2 3 4 1' 32 >4 28 WINDOW WIDHT INSTALATION 2 x 36 57' 57 2 2 x161/4 —60 (S }: GA BY 2 2 AN OR 32 k 48; 52 52: 2 2c 3 2 3 30x.221/3 -50 32 x 52s _ _ _ — _ — - 3C:.241/4 —R5 (� EXTERIOR PKRtME fER CAULK 32 x 60 �46 46- 2 .2. 3 2 2 4 30 x 2S 1/4 —65 (DSE3) FIN TlPE BY'O1HER 32" 2 40 Ott' 2 2 2 4 34:,3k"1'4 —5D (1SB WINDOW 3€ x28 _ _ _ 34 x t2€/4 -60 (sS6} FRAME HEADERS WINDOW 319 k 36 52 52 2 2' 2 2 2 2 34x16 16 1/4. -6Ct (556 WD}I. x ' 49 49 2' 2 3 2 2 3 34 z 22:1/4 -150 (SSs 34124 1/4 -65 (DS)' 36 x.60 $3- 4J'' 2 2 3 2 2 4 34128 1/4 -65 (DSB) 35 x.72: 40i 44 x 6 -- _ - _ _ - 42"1 t2 1/4 =6Ef {�} 44x36 41 41 3 3 2 2 2 2 421161/4 -64 (SSO) i > NANDO 44 x 46 +4{T 4G_ 3 2' 3 3 3 3 42.2.221/4 -50 SS9 44 x 52= - 42 a 24"1/4 -65 DSB Q w HEIGHT fl — -- -- - Y - - � �EXTERIOR" x 60 40 4D 3 3 3 3 3 2�!" 4: . 46 x"36: 3 2 3 4302414 60 S4)t RA E .L = _ 6116 /4 —so (txsaMAX.cTY2). "x:4$ 40- 4i2 3 3- 3 3 3 3 x711/4 74 (3/1648,x 2 41zi1/4 -?o c3f16 x 60- 41} 40 3 3 3 3 3 4 46 x281/4 -60 (3/18)48x72' 40 3_ 3 _ 3 3. 3 53 72 44- 4fl- 3 a 4 4 7 51x34;1/4 -5d (3f16",HC EAL EQUALLY SPACE ANGHt.?RS Tl'P. t) SHIM�1t� }.FOR L£VE11N€�PERIMEIER CAUl :' CA41 d DOW FI A44 3 . AD .SILL;dc JAtA$5. 9 . D 4} CAUtri f i F t1r1 EAi ARUND EXTEROk'.OF Wwt W'FLANGE1IU F ttESl. ) l SS MAY VARr� 'tr4E RE fUIR049NTS "astral 1 13t3C1 GLASS CHARI.SINGLE HG-4S S'HOWN i SULA{ING GL S IS"RtSD 4&t UE7ED iST I ATI 6) WA itRESISTANCE TESTR143i7IRF%4L 15%OF A! 4 Lt1AD/ PLIE$ EVE LOADS Lt.8r UI TTD TO 40.0 PSSF DUE TO WATER TEST PRESSURE'OF 6.0 PSF CAt L 3ETWEE WINDOW FIN .1k 7) FiEt FRAME W1N@1rW M.WE200 FRAME O ID" V"T TM,BY ti? "S'riwUS7Ni t90 NCH.QiA NAH S t :SCREW OF,SUFFI€IE.NT LENGTH TO PROVRIE'MIN.t" T T 414NOt S EIS NOT LISED IN ANCHOR CHART USE A i ANTIT'C LISTED 6* MAX.{TYP) WITh Near LARGER ZE. YLA MR #O4--'222 BY ETHER '1" -MIN. fit. L�6"MAK(fYP).EM EpLAE�1TCONSULTING ENGINEER 9550 FOREST LANE.9EAtE 168 1001 W.Crosby td..Covml�t 1 75EICG.P.0 Bmt @19422- !i 1.TX 75381 ��(�}\,J ELEVATION DALLAS.TEXAS' 75&43 UIW�D FROM EXTERIOR �: (zls>�+ns �-.� ' Wires 1�txf/1o,1 ASSEMBLY DRAWING 1970 FE& THE 5944 E HUNG MANDOW 76RN.. GHKO SCALE AR I P I N/A ALLOY TMKR MA rE DIE NUMIMI SHEET NO. 5/25/04 B I I1STALAI14 1103 W3 SVRLot18BIo __ _-_____ ___ : ,II .„ - 15THf El 3OO __ eo�rts a[�w r erg� e.`�rs �u'an�^as 1434"SAS 4 SIY E 2A1E` �zc REOC 9 I4.FtAtIE QG #t (LIE l M TALLY r " _ .31MB .. ... t�t4 to M�� t-t #1MGNItEXIO NT p� _ -s 3UIL A AMB t JI.T MI kNT MIN. Eli X 3f. ?a , -84" 2 _ 2 J 2 6 8 € UI -M}` v$6 tit ft sTANCE 2 CAULK WH P1DFer 2_ -844 318 1+6 232 x 2#-174 3 11: 11 8 22 k.2D t�# ExbsflOr 4a•"x"7a =b4 4 .3' 10 10 a ! 2Z.c 160'It110B&vw 1 36 - : 3 3 2 s $ x 16 1 j4 56X44; pa, 4 + 2 It 11 a 2#x 19 I/4 70 o CAULK sa X 48 81� 4 4 17 25 2 7 $c 22 * - 888, Ssclloe st<1i 80' ee 4 11 t� 25 a :srt -3~F- 4 4 3 11 11" a j 1. __$0 yy xt M 60X44, -$6 4 4 2 12 12 : 9 28 x 19 4#i -S6 -(588) -1'V(�. 2.X-WOOl- A'$iElfER - 81 0119:R'S60x52 130 X 45 -778 5 5 3 13; 13 It 28 K24 1/4 .-SR {(8338) ��y 63 X 69 -65 4 4 �3.. 12 12 9 28 (?ot4 28 174 -54 ' 60 X 72_, X52 4 4 3 i 11 11 6 > 28-c 34.1/4 -56-_(17S6)_ 6$X36 -350" 4 4 2 12- 12 - 5 31 x 16 1/4 --a1! (588) ;66 844 =77 5 5 2 13, 13 6 31 c 1$#/4 i 0 _(S§6)_ WINDOW66 846 -74 5 S a 13 13 7 " '68 152 -72. 5 5 3 14 14 7 31 (241/4 --56 .. '£$'X814` -61 5 5 3 13 13 8 3i x 281/4 $6 ( 86 8 75 -49 4 4 3 12 12 a 3!x 34 1/4 56 CAULX 141]4180 I 72X36 -77 4 4 2 13` 13 5 34 X 16 ,4 ;{R583 O O O 73844 88 5 5 2 13 13 6 34 X 761/4 6G f �Q 3930 4 A71 TT X 6¢` -63`. 5 5 3 14 78 24 24 1/4 --50 ►-+-I n 72X72 -45 4 4 3 12 12 8 34x34'1 * =45 v 1(OSB�1 85838 -59 4 4 2 13. t3 4 42X16=1/4 -58 (k15$ 1907 f1XE0 RAIL, SY OIHER -86 X M -5 4 4 2 13. 13 5 42 x 19'1!4 ^47 W X48 -46 4 4 2 13 13 5 42x22 1{4 4 {0 ) O 88 x 52 -47 5 5 2 13 to 5 42 x 241/4 76 ;(37ta' '88X66 -43 5 5 -2 13- 13 6 42*28:i' 7!3 -(3/16') (� < 2459_.L0CK RA#1 ::88 X 72 -40 5 ... 5 3 14:. 14 $ 42434 4 -i330 (3/16') - o 3 GENERAL N£)7 E, 12" O.0, t)SRLM AS REQUIRED ADJACENT TO EACH INSTALLATION ANa40R WITH LOAD MAX. S-3 p Y.ill #1` MAi(.cTY,p ALLOWAE3 SHIM STA(f" TO BE 1/4*. $ CllOtl" ! Z) 0t}W FRAME MATERIAL ALLOY 6053: WINDOW EQUALLY SPACE 3)USt«CAULK BEHIND WINDOW FIN AT HEAD. SILL.do JAKIBS. MCI At!tEHOt2 {7YP.) a) USE GAut( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW I-LANCE,. 8) DE I{ t PRESSURES OWN"ARE BASED ON MUWE1NN CAPACITY ONLY. DESIGN PRESSURES FOR CLASS THICKNESS MUST BE DETERMINED PER ASTM E13M CLASS'CHART AND THE SMALLER VALUE MUST BE USED FOR DESIGN. 6)WHERE WATER RESISTANCE TEST REQUIREMENT 9F 15%OF DESIGN LOAD.APPLIES. POSITIVE DESIG LOADS WILL BE LiMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE'OF 60 PSF.311tUEVED IN Tt_ST. 2906 66TtOM RAN 7j IN iAUAT1Obh, FIN FRAME WINDOW IN SPRUCE PINE F'R(SPy) WOOD FRAME•OPENING WITH TWO BY WOOD SR S USING;4113"0 NAIS 0R #`t3 SCREW. OF SUFFICIENT`L NCSTH 74 PR(�11L)E MNJIIMUM i MQEOMENT"INTO 3Stl9STRATE AS"SHOWN.AB(1VE NV TA8€E$r; 8)CIF EXAC WINEIOIIF SIZE IS 16f USTED IN Aft CHART USE ANCHOR,I ANTiTY'LISTED WITH;NEXT=LARGER SIYE. ER siIOt toot W.C rosb1 Rd-•farroI on.TX "15006ti P.0 Box B19022•Dabs IX `73381, I L�MAX.(TYP,). ASSEMBLY DRAWING � SERIES 1900 (MULL) / 1100 (MULL)'/ 1970 (MULL) E '> E E Y t C V= CONTINUOUS HEAD & SILL SIN .E HUNG sRwn an n SCALE' VIEWED FROM EXTERIOR FA SIB SHEET NO. SECTION _1 / N/A � ALLL)Y pATI= MSTNAlIOIi 14Qt1#mil. 09124 103 1B1 110b 197(1 M ! W4 8VRLot18BIo k3 —SHIM AS REDO COMP 11E ANALYSIS & TAPCt +l.ANCHOR LODAIMON CHART SEE OFF- 1 :EY Wes" ASTM EIS CALL Bum v�D },114' MI" WINDOW t tGtt�" TA m AilG`it}R LwltTlO l: 13Q' P BY W000 TAt)ATi[ i,ANCHOR. FLANGE rls• r{a� �tlelc 13Y:43T?ER F11e "TYPE ` SIZE () xS) CAP ocATla iN„ RFSWIC CAULK err > &:U( BETWEEN JAMB ( NOTES) „9 x/ —209 AC I ��+.,0 3 y( FLANCE & WOOD BUCK MASONRY OPENING 1 3/17 ski AC F.i.1-I.I 1fJ.1415/11 15/11 8th: BY �� 14 s �3 -��a nc .is a ,`73. 6o TFIE � 1414 14 sb i23 1/14 70; (530 _1c s4 fI3 -1 +s c fi".I 1� 14+5 19 x'5sb 8 a A-C F C,I11. 161/ •251 70 (s5S) :y 5 tO 1/8 1 132 �G n F: + . sue), T 1/4° {N. 1 tar A 84 _- —104 c A; BEfG+i�- 13474 EEDM04T nor 1 1/2s� -138 c H.I O,*.10_ r (559), 1114 2 1/4 x50 5/8 -101 AC F, HJ 123T S8 PERIMETER CAULK CALIFK-BETWEEN 114444 26 1 x54 5/8 —100 At .I �i as —70 13Y"OTHERS 1H4-i-5 1& rc 55 5/13; ^1OP A,C, F G,HJ ₹311. -70 (558) MK1(1F1-8Ut�-k" WINDOW WIDTH MASONRY OPENING t 1145 28 1 z.03 -91 AC F.C.H.I Fd 112.2i 0/4 - - ) PERIMETER CAULK BY OTHERS 1 1048 25 1 ' 4 72 _79&t —63" �c FC .GH1 I/t.323/4 -55 3A ) BY OTHER 12 A,t F:c.».r 211111 IC 3/s. —80 (558) EXTERf�f� 3614„ �� —113 C AULJ< BETWEE t; 30 1 x 38 3/ - A;O_ F.G.H.I n 1/?,IS 15 ILADOW NGE NEE WINDOW N, * � x 50 5/01 - Ac' AHT sss Ixslf6 -50' o,1r+4 30 1 ;x 54 5 —7/ AC FM.N,I 271/2.29 /11 4 (559) WOOD BU+ t } 30 55 5/ —15" A c F.G:11 I lj1. (sse) ' 30 f.'1,v 63 -76 A.C 'F.C.HJ 27 0.201/4 g4, 038 059 SE J ION 2 307 301/2. . " - AC F.G.H,I a 30 3/4. 9 X591, 1 22 37 X 26 _es A.C F.C.HJ to 3/4 -80 (558) 2 37 X 38.3/8 -67 A.G F.G,H.I 3111515/14 -35; (s5B) 'MNDO ' s7 x so=5 - -57 AC 1.5.14.1 23I/S —5o }} 6= x 54 s ac F.G.H.I 34x. 1/16, - sS9) p..J''O 2475 37 1t55�`5/9 -55 AX FG.H.1; 3{1354A -49, { f EXT � BUCK 25 37 77'65 •.53 AC F.G.H.1 3t 291/4 *30 {0 ) HEIGHT 1 21, j. 14 72 37 Xj —s2 A.C 1511.1 332/4 -so�G,H) : .3JI` rte} O 4229 421426 -49 A,C F.G.H. 31.103/4 -80; 358 M rm FLANGE TYPE D 4236 42 14 353/8 xo A.C F.C.H.I 30•16 55 ( ) WINDOW FRAME 42517 • 42 X50 5/8 -4O AC 1.0.14.! I30 z 231/15 -53 (5553 SILL 424+4 42 X54.5/8- ,40 AC F.t1,1.; I34x25116`. _49 ( ) f 424+s 42 x ss 5/8 — A. F.C.HJ .251/15 4"J' (358) mss 42 IC 63 A.C Fc, .1 :24 <: :ti (058)" 4272 42 X'72 -4q A.C F,c.H_i >g■33-T/t _5d (058) 3 < 7 4284 42 14 84. —+40- AC- 1.0.11.1 39.0 3f+' 49. ( ) PERIMETER CAULK 820 481426 —49 A G G.H.t w5.w 3/i —65 5;;B DY OTHER 4838 48x383/8 -40 AC F,G,HJ 45 s a6 R4fJ6 —50" (CO) 4850 x30 5/8 AC r cHJ 1s• i/IS< sor (3/15") 464+4 I s x a:5 —40 c FG HJ. .25 /14 —s (3/16) 484+5 48 X 0'3.5/8 44 AC F,G,t4/ I#•25f _ (3/16') 3 tiG 1.0.141 1a. I —45 (3/15) WINDOW2 72 -40_ - A.s, F.G.I+a=_ 1s:as°rA 45 (3/16") HOT. 32 53 1/8x26 -40 AC r.G:t1.1 200/9.003/4 . (sue I I 33 53 1/8.35 5" -40 A.C. f,G,tU 501/41.1611/16 -gip. (0 58) ...1 u 4 1/I,x 30 AC 1.6.14.1 100,6.2J r 50 O11,1. 34+4 53 1 =ss s i" Ayc: F.C.34 i 1/9.251 mss` #aft ' 34+5 t ►X 55 AC F;4LHJ rat .�s 1 - { PRE CAST SILL 53 1/8 63 as. AC F.G.H.I 500/6.251/9 5") -4s (3/18") BY OTHERS tt! A c 1 0.HJ r6t- ,6z333/4 -45 (3/IS"). CAULK SETH WINDOW FLANGE &PRE CAST 51 3 WITH WL#SEM t ARC P49C£V ANI`t t o STC TtX3Al Gm LoaBs`fRONt Gr +tltAA NAi s$IIl(VE NO,f trams N LK OR 1I �#' BY 1 35 QF 1�k11Emt P OR14)SH"X"IESVIG "OX IM WA1U(z,i rAtic£:`17:22 li dUA0AWf iF 12414F S !" . : I SA 1 `" 1"tKrr+»s t1 E "t>rxTEo m saa nom`D m wA t t sr c ssu OF 2)INSTAI.U11ORt F1 AN FRAME AS9VCW IN co if ETE OR.MAS44ti-OPEN'NC USE 3/16'."i'A. H CHO9 of SELF!Ii t1F LENIGT.1 To PROtAOE 1.14.1-1/4 EAi8EI MENT INTO-SU85TRATE A A4 T TIONS, 144 CHART. GENERAL N0T7=S SEE ELEVATOONS FOR"KEY TO Imps LOCATIONS. IF EXACT V)1}113flW SIZE IS NOT 13$11 D 014 ANCHC(I CHART.USE MCI4OR QUANTITY USTED 1) SHIM AS REQ'0 AT EACH INSTALLATION ANCHOR WITH LOAD.BEARING SHIM MAX I SIN L 44GER'SIZE 109 THE APPR(s?16i1E DESIGN PRESSURE REaD: ALLOWABLE SHIM STACK'.TO BE 1/4 2 WINDOW'FRAME MATERIAL:ALUMINUM UMINUM ALLOY 6063 Li " I 3) CAULK BEHIND WINDOW FIANCE ;AT HEAD AND JAMBS,SILL MIST BE V f'1 ATTACHED TO THE SUBSTRATE"WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. VIEWED FROM XTERIOR =. . +F) ,APPLICATION (1F VULKIM 116 ADHESIVE "CAULK AT Fi AME.SILL MUST COMPLY WITH SEALANT IM)r.0 by -Xtvo Ii 71006-a a 6tK -6e 6�t I f MANIJFAGTE2ERS RECOMMENDATION 5) CAULK FOR PERIMETER SEAL ABOUND EXTERIOR OF WINDOW FLANGEASSEM6LY DRAWING 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS` OF ASTM E1300 GLASS CHART %RI€5 TAW/1550//15.0 SIti'L HUNG SN0A SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. ORN. CHND Sr rWE AR IP N/A SHEET NO. 1 DATE. ale NUMBER 12jC8/C13 8 INST:U 11]4"1+.50'{ W5 SVRLol 18 Blu k3 SHIM IF REQD --ONE BY WOODOP ANALYSIS i Bu o f t V OW ra > t ',t ttt PRESSURE TAPCCNDICR tiCk4N6PttRTC1Y BY 1NtJOa IN5TALLATICN.ANCHOR Ebx i SIZE ". +�1 C Aq Y IN t Ti�3N BCI aUec (r:bT} R Fi inN iF"# *0, S F) JAMB. 12 19 1/8 .. ilF —gyp:K3Xsr 4 cAuu< 6 WiNT) W CAULK FLANGE &"WOOD BUCK MASONRY.BPENIN ra 1/8;x sD 1a 164 Fats 16 i/f X93 - SR BYoERsts+4 , 191/8x sus 5/8 :� E 0.H,I 70- 1 t+5 15 1/b,x 55 5/8 ka FGtti. k1/4i Ftfle 70 16 19 1 -118 Ate; D.LF. I r.33 55' 1 1/4 MIN, INSTALLATION 17 1s 1 >t 84 104 D..F is W t 39 sa ( ENBEDME 017 112 28 1- x 2 13 I 1113 ANCHOR 28 1/2 x 3/13 -tt1S F.C M . -80 (558) - PERIME1ER:CA4JLtt X134 4- 28 i� x 5544 5/, -1 tiG, F6 ? i 'i 23# t - : BY CAULK!BETWEEN' I IF REt� WOOD - rtes; 261 Y 55 100, fib rr �s�y�a 25 -70 50 ( WINDOW'WIDTH MASONRY"QP!Nihtti t H5" x�2 x =41 tic a 1fa a/x=?9 ift - PERIMETER CAULK281/2 .54 ss . BY OTHERS 48 2d 1J x13 �?5f k � tr1 Xyi =3#3 -55 " .- 134T 28 t-2 .8t -B#. A E —.33/4 BY OT E TE P I as 1/2 x 25 -1 1.0.31 1/3. 80 (558). CAULK BETWT EN 30 1/2 x �; A X4,1+1 1J2; -5s ( )aAMGE TYPE SECTION 2 -j WINDOW FI ANCE I ANCE 301/2 505/8 —78 AC F c zrd. 2t 1/2 a a3 tht -isa" {fie} mss++ 3a 1/7 x54'sue -n A�, a».+ 2: t -a {sue} WOO{) 9t iCtt, 30,K4+5 3tt 1' as 55,3/4'' -7 AC t; t+9 21 t/;s 25!/ti X44 (SS@)' 30.5 30 1/2.63 _7 Ac- 10.11.1 :1/2.27 - { }" 30.5 30!/2r 72 _7 AC �.FCHI 21IAx33sA" -ter (0.58) 37 x SE 3 -67 Kc 1.61'.!` ii613/ -55. (558) 37 x, o _ c- FG 1t.t.- at r-23tJ16: - " A G 24+5 s3!5 Ale 34• _ (5.58) EXTERIOR aurK 3!X43 - c rGau r + —50 HE1Gl-'l 23 37 5 -524 A c: 1.631.!. 134z232/4 -50 S§) 27 37 X i$4 r A.C #.lfJ 31 i,36 2/4 —49 SS c22B 43%<25 49 AC. F 6,tt i" 31,t0 3A. —8a • } ; F�•li = FLA GW WE 4238 42 x S/ AC 1.0.34.3 39 Y 19 M$ -55. (558) WINDOW W E 4250 42 x52 5/8. -40. A.C' F,& ►d" 23:116 5a { 1.6.11.1 33 4231 SILL 424+4 1154 5f -4f A C 4�2" J 44+5 42 x ss 5/8 -w C FCJ1d 125 s 49 (3.58) w 4263 2 34 6 _ 40 tie', fycs l 34.293/4 _% ( .Tj 4.272 42 34 72 -41) AC F.C..H t 39.3336 —8a" (058) 4284 42 x. •4 AC �F, as -4_ (fie) x6 48 3t_26° 49 AC 1.0.3!.! *i t0 3f4 —65 (SSs)-I 24 BYRoTHER CAULK 4ad38 48 k 38.3/8 -40 AC F.G.1fl 460'1613/16 5d (058) (558) OlD 43310 48 k 50 5/8 —40; AC. FOitl 45.231/16 50- (3/18`) WINDOW454+4 48 x 54_.5(8 AC F G.H.I 61251/0 -50 (i/16) HO 404+4 4•x 55. i/31 - A C= 6N.1 6:2 - =,(3/76) ��' O 496 48'X 313 :-40 AC 1.0,33 4.291/4 —45 (3/15)= GtF ? 1 C; F�S.14- 6.333" r 3 3x 53 rya x 25 -411 AC" f G.l i so 3/8.153/I —85 (5.58) 33 53 1Jtt. 39 3 -4g *s' c .1 sal 's1r 40m) t 95 �z soj8 i 11 C F,f�1tJ '>�1J9a-Z3'1 5a< 3jf16, p 1 x ►sus= Vic; r�:t+k VsY 25Of - 3A ' 1#tS- - "53 r�$;3t-'SB sf8. akc. FC t1d: 601{11,0 55 M, —0, PRE CAST S 1> :x sa e 1 G N:I. 5o tg 29 t)t —4S {3,/fs BY OTHERS CAULK;T3ETIVEEN NANDOW FLANGE di PRE 4-AS, SILL 1A-m AVEb# t31D SCTIQN } APPROVED V u H i GENERAL NOTES: I} SHIM IF REQ'D. FOR LEWLING. 2) WINDOW' FRAME MA1fi21AL ALLOY 6063 3)' CAU l K liEHIND WINDOW FLANGE AT-NEAtj AND J .MNS ELEVATIONA : 4) CAULK F PERIMETER"SEAL AROUND EXTERIOR OF 'MNDOW FLANGE V1 WE{j FROM- EXTERIOR 7 DESIGN PRESSURES SHOWN ARE BASED O.MUWON CAPAdTY ONLY PRESSURES FOR GLASS THICKNESS. fi MUST BE DETERMINED PER ASTM-1300 GLASS CHART AND NE SMALLER VALUE MUST BE USED FOR--DESIGN. ca -. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15x OF DESIGN LOAD APPLIES DESIGN LOAD, WILL BE r�mta91 w, >t rt o8an 1% T3906.p e�slsuri-om6,tz ru: LIMITED-TO 40.C)3 PSF.OLE TO WATER 1e51.PRESSURE OF 60.0 PSF ACHIEVED OA) TEST 6) INSTALLATION: FLANGE FRAME NiNDOW`#N CONCRETE OR MASIDNRY"OPENING USING 3/15" TAPCCN ANCHOR CI ASSEMBLY DRAWING SUFFICIENT LENGTH TO PROVIDE MINIMUM 1 1/4" EMBEIX4IENT INTO SUBSTRATE AT LOCATIONS SHOWN{ 1{≥HART C 1450/1550/1570 IC &wL 51'3 .C 1,WIG WINDOW i 8 IF EXACT WINDOW SIZE IS NOT USTED-IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 5..... "¢ scatE SHEET NO. AR IP NJ 05/25/04 B INSTAL:AT1LMi 1450 SVR Lot 18 Block 3 GENERAL INSTRUCTIONS \X€ tffièrMax «twoetEarwaoaaa ata« wt aagaxbdtaoddeGt raham3mmRxeot shdseota ddat37a6eia der � Swibe ramad� mat h6 �Entsrdnfrdas6xtarmarat t f6 t�r o r r dE t ud s hr WX4 a nw t w +v Aar wwa vilauaat s awaddat� i taffs. atatastas 8'(il.dtsaafagh a ttaaatmØcjto ar dadt iltm6 radaaraertt SENTINEL gayaa c awacarte twey kato asawr ate rtm6fa .. . tsr+mns xdMe ammo s • � , rtatwfaas:tom►rtsadao cmpoTEltm aNfD/a7LE8 ENS tf3Es©RA7K3ll Gmartraac6rgaabc laakere" bye h 3 nd t he adoesfd a bed - Ards NRtas9m am Su4Yad k ' at tithe flH. smM+Bimt. - •aw. aAND S7 HF 8i tltaffi PPUCA11OJSEat ream a tlms •flt3t ilssdr�a 6aaa fallseraeded Mlae aims d t'li ar 2 batQdal Twaaa fide maul itF5 a v h l�!I 11,-(' aamat � dfdh°o akA �il a+ne daabt�u ka aThe tsvtd tae M 6+f patr wit the nay fastaawa nbata a ae11m tte g otNe ter helms EahrbetarartfO (So WIND PrAlt SQtI #trams r mt41 a APPLICATION INSTRUCTIONS 111a ` C.ITItI •ea lPaeSa t bd ae p .at batetttbnamtseatiss AtaT aisapraisasaeedØtsam tyheaa6ae atsaopoaMbaeasta steal�etteda � tasy sWiaeddae des �dsad. dam; by tiet0re e a a.air »xs wsul pt I73 ra w a> 1*et a.last ca,uraa m ristlt s.Ptç.a due.*5 mey edam sar.FJr.bs amt :tmsnrEa.E$rntY 67yq tar S. 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"" t taatxateuaac 1 z # ts�3 tas fs 9*( P from eaher 0d+f-1 (25mm),and place a rsw�a r > aniaaa .at o . a�x ««■two S td`(356mrn}from Sather entf 4 1 (25mm). aw ona d a•xvd•w.aaw.aw aara+a,aa ra.r.s fnaag.cx 0 O M2 n ri Q u t2 2 s as dam t s�+st D sh aatn mw a a tr sa.Szs ay as0 utf cs+a se be to .tewttt trams and End 6 Wit (moped ldcri!ioYsrtFcat Widfj Q N kanr bit a rtytd cr 1515W G©ROT by st gtw m ugr t a rad a tm sspaafnae M n€ a hM t raraaaemi.Stan Us t 6AfiAC t p ttple aSo tdt i t siedpie$kar a€aa 6d seat by n ft",Foa m ON Son PnWAN tad Ora*", rjrnr d aaoadarecm smut h ootsdwb an mm rasa and may daemspu the stalks Is t aSi5aaa.aepto 2-Yr2 s. asskfi cusp - J o eltkll4£Osp9e star 1#tse 5 rojDipeUsNOTE eptesm abaaamarsa�eq�wmt am,ua. - anda ♦� 2 --' ran aarr.a Softer �d it mayde Ststt 1�.f wala OSi1s.Dimtos Us. w i m awt>tp d�. V a eautkMtlesta€a3ao6(15a'tea) sa N +�Casn s'tt27 Ate. 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TDt:ldredwadammwtbe " whedrvr r is #LJ / l YV ��..+/ tt�� s wraretisir sansrrrt� wtf4D R NEIA iCEJHAND BEAUN44:TOmeslr iwa asptd00ttwrma setlarAaaa tease mM#o4 tonSha 010A.H U.U.or Oct 0000 S ae wear roars 0td smarm taapera- MESAL 1NiP Er3t3E8: aaus edses o0 axes brFdaW B by G eaptoeseaiar ha Splay ffirdesafa 010• arSxs.a ai ra fk�a before or rapt b]YdtrpR9 sW 4rNUat •MTm s TENT;p&€ma]310 f1 t 6Ca1�Dr117mAYTfit sew Why.0001 room re se0$10001001 ad w,d r tires, ea a D4516 lose or 11. FOur Nail Pattern English Size Shingle:l2 x38.15116•(30 5 x 938mm) Undrudaymem:Standard Stop.-4112 ra mats)of moe. 4 lhndsriaymerrt(.0w Slop.2t2dtt2 87mm mnrttaa etofycoeor the dock 001lo two 1 -I4iXsr356rtahj t2-l4 5-35&rm)—a- _ w111Wth m tm= � Eiraiarf rat a atat e aWa aloe B olsod 101010 L rs tfihEt fi{fT t k 5401 Z 80x erinlooe6eswtaast t1-21fY(i3 5dttatr} e • �a ply f0 ba((Crir side 0 10$le ) ids wo mate WOwol s pw root Op 000 010 001 and aEaasd led 11*0 0 °; .. eraatd 24`(6trm)txyrred doe iraae wEf forts. ifa wNl iwe.Wtwra k3 earriE i>€ *areas are rqt e>a> 4ad,r>Palt 2aR of 5<34° o Fasten .�f+ '"""rxx 't o.rtvnswprw J a'#[' wwF lwesA• (t33t � �ata=m sMes.see aer ea. t.eoeaa2.r, tsamm#awA..F t } tak arenas. ! ..,0O'000 000 04an . :rr(trwala horD�reewg D • . N l3Y.smts.588' sseie / Require A Six Mail Fastening Pattern? zts w.r4aar ,, (I) Use the directions above with the t modification: a(eo a r eua Z w Replace the inner Iwo tastori*lg IOCatIOOS with tour fasten ng placements. 0«w t..w.r• long n se.,+w a a awn tore rEa O two fasteners 8'(203mm)from either end+I-1'(25mm),and place ""000001100""° awealoe Q n two additional tasterseee$15'(380 mm)from either end+t-1•(25mm), 6 r7 J � j d o ,fit Second Courier Third Course Fourth and Remadnl tours Q ? 2 Starter course g test t warsw s! 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Cu+r•• 0f. g r O 0500101 woe�+ 7 r" a - � wov.+�ase,ea• ra..euaa� Tm...aLespw TwxAia RHwW 1 t Ti rha - 'S sisetes are ra#- 104 aspira6 swam of toe auras HIp and Ridge 8 Wall Flashing(Shed Roof to Verocat Wan) 9 Chfne»ry Flashing 1 a d0mar a3ca W ce tdah maw at wad.tbe m 55150 m wit be adtt krtoat ) � Valley wraerara5araart(wt Fee (open appkFbm sea tai asr r§r�a sle arty sheer,To 000000 t, sh roL dro 05 Edna reY mAd ate be made as tM kNas by appmrawa eeseE;dtFTIa RTEX•;ow0axibntTi t�& czvas2#3laa• }v..w 5105 •00.'te•. w `t r,.e.umw "w°r^"�w• ,°•, 21 ndatara e3aisg. cat y om iwcsooarxamararxho#as aaatmapet;otwe orarat tt.S t alas)or a ft layer sail&of Woof al ihp S i wit w•wn v»ather dust with d k&east d p si Nip& Wr a m rt os with ..,. ru « sea.,° - - r,•are.w.d - A5 err s (SEA atypic-rt�at;ham ro ttp`F 4 C.)Stara douW ttrkJrrasss FWW In aawaa r O el as Sing a town qty'bps sooty ffem : ( slat prflxai"Wind 41mcbm, srrzrm awn. E.su Aes�av w ,�.s 05 m ac s 1st are welhf e%4wnon 'ds t pdbm are to bit dmAk fwd. O duae««sur _ - xws.vreww - irafsd bit Ne=e#veeatw'wtwt stored at tao>s ..oo raoa,r stem Z t] pipe.rtxore.Nc.;m h srrtyar,tD1 rose*prer�=d.mus!as stored rot egos. -, W aaaw�a TaeaFursx- 1 matp5r r awfN aAarae afleets.6tits etas*smart e wrrerwea�ge accarvat. - ra•newaaawa� > .c✓"�- '. w°°r, "a° I'�r ul; i�i�s'' ' "°`""' IrRakR takEaafors;nartr#pia,r Idaarnrx4atEwaYaf[[aosE.rsscffimufsedatirr e�w ° i wbnmrr,a<xxl 010x1 tse€wwrtxaag< fwclaatbaEe �� SHEET N0. J a pia aryr r,oystaew rwr�a aeaaretrw _ t0owdaawttamtr ba scat apast&w dedra ra*s>+�u s• arwr.,wgw .,s-- -•r+•, 8&10';t trgar5aavgarp r'wrad<Foam.'et#wr�aaarata+, OrtakOap . - ) we.•- �≥ *�t '"lei""""•'•°"-"•,' elMta: ...sat bit Et+ppEd r»w wmrd srai�EE u4re5 pw�ttoaa tmna ass wrrort he prw4ts 5 +t rewt Aan seas W erraoath srrt Tres iou etas csett0$01011 01*chi as s N bee and d S aa9 $15010010500155504 odlye4 m'pa aE 3 to 005013 Cl rt eabop. aR tee oKetao wQatl at�6 R 2 f rmr,> y.txsiW 310 reea=5ha ><r . n 1600 pmSet a wiS r sn r at TW MM;M11 udr Item 1000 it.IISOW000ISI Y stared as '&ana asd b mar itada5w rr�yar a a ere GAralkrAMb C wrA'00raa. wne,Admn.Auy 4rratt'm a�mtroa ere ee d rucAttrorma�x uxaee; 0500011AFraarr oOtSari E*U01505NaUr0t22213 1 3 4 R 545 DOUBLE 5 T IPLE 4 /PPR0VEU EXPOSURE T1i1EKNESS DESIGN APPROVED EXPOSURE TKICKNESS DESIGN MODELS INCHES +.OO3 PRESSURE MODELS INCHES ±.003 PRESSURE io' - - / 'cm TRM 1oN 10 0.042M _ PSf PT_ 1214 12 0.04I T MS I OV 10 0.0,42 PSF PTS-12v 12 0.t 40 30.0 . 60.0 PSF f + 60.0 P_F I .042 _ 5.6 PSF F'T l � 12 ? 0 - 30.0 PSF MINIMUM ''X " CONSTRUCTION GRADE - MIXED SOUTHERN PINE OR . EOUI'1. PSS1OV 10 0.042 26.6 WOOD STRIPS PF LFP1 ON 1t 0.0'42.` 6 _ Per LFP1OV 1I _ # 21.6 RSt= cn -_ __ __T1i I \ Z OU SIDE %4E C OF EAVE I FRONT VIEW OF EAVE WITHOUT FASO FASCIA -swu is it' 7T4 t swift",p• GALVANIZED -ROOFING NAIL ROOF` mitt tG — At K DIA. r c i _ fkY T t 3/8 BEAD DIA, X 1 1 /2" LONG, I'v a f. col c DOM J— CI1ANNEL 10{' G.C. TIIRU THE NAIL HEM HOLES - & THE WOOD JOISTS. MINIMUM WOOD EN EDME T IS 1 i/813_ ." Alcoa Building Products ii IL A I j PARS: iNSTALLATION DESIGN A REVISED B RICHARD 9 ) E 10/9DRAWING FOR VINYL SOFFIT" I i FILE NEE: K52 10 DARE SOFFIT 4/991 SHEET Rvtsiori t LE_ 1' 1! i- ____ FI __ I c3 /8` (&) PLY PL WOOD B .# COt4ST. GCE "A _ E# tlZ. SI A O4JTCH SIDING 1 IXZD 50untt PEE DR £OUN F'STD4W 10 COt4CRtTE 8tOCK �I e. + ITW 3,/14P 0 12 O/C �aa (btu, 5�.i�ritw#1 tsaoc.9 • aaa • L" —"I C T1PC � APP E� ,11 par s SPA 1&& 0.C. MODELS alts * P � StCW CS 'A_ t.003 PR Est-41 8 4 1/2 0.040 -46.6 PSF MCD-40 e 4 1/2 ►. 0' •3. t#1 -##t 8 4 1/2 G.040 -46.6 PS! 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C%JICI SRAIJ. ec f11,1tHAI D. t+GI OAKI u U1'ION 5 1/2 O.044 -413 1 •rte 1I4Mi 8C I? 1 T SAflJttA1W 1 aT Of HOT tLSS IHM1 14 100 6G. TI. AS DESC � u1 SECTI4t1 -,O 10 5 5/5 0.442'` —46.6 l 2704.6 (0) Of 1110 SG� T'1-41f k DUILDTHC CODE 4j WAaS & SO€T'tt ,1ff1E NE SI G / SOFT1T ARE 1 i 91 111STit f° ► aT-SO to 5 3/4 0.044 -80 PSI 6E D 1GUE t 1f A RCIItRD MCHI ECI O r+c E �e0l f TO T1lE �1 FLORIDA I lc CODE NO 1HL t 1 �' t1C CS—SO 10 5 / 0.04ts —80 P5l' IHTMUW REQURD1EflS OF 11415 DRAluItIG, 5) UiT41AIlQI1 or ThE SJOQIG / OITLT MJU AccEs e r P11 SHALL CE DOIIC Ill ACCOROAUCC W1T11 THE .U.IG. UCfloA45 A"' THEAPPLICABLE 5E� Or 11lC 1 r 11 eUWWC Pte. -IN T A RASED BY RICHARD 80 YET /99 DRAWING FOR VINYL SIDING FILE t1AME: 53-- 16 DUDESIDING 4/09 GAG : 4/15/ 9I ________ is K --- — 1 E3 No. fi 5 Q3t2 • 0cjt$ 5C SHEET INZ t'13) ________ SVR Lot 18 Bloc 3 . � ' Installation of SSB96Q ibof vents s o ild com- ply Instructions with all local standards and regulations. MuslerCAUTION Use appropriate safety glasses, Installation of S8960 roof vents should earn- gloves and other equipment tQ,avoid injury pIy it all Iocal stanard and regultrions. F CAUTI�?N tlse appropriate safety glasses, r, r f peak Adding an SSB! O gloves and other equipment to avoid injury. r to Finis ed o rpoof r k �' . Determine the locetloo of xents: 1arTe de New Construction s h pest the attic.to Bete r "nieaoc4tion Of.. Reis and ether. l xo � - io obst u ti us Evenly space the roof vents along be width of the or Re�' ot rr� ' : � roof,ui ktng the.location of all roof vents before,cutting hales. Rf . `- ""� Center the holes between the afterswt1un 2 from the peak of the rafters roof'Mark a 1€1"circular outline for the hole on the top of shingles. ©y' Determine the location of vents: V' 5 �...; chevrons (Figura 5) Evenly space the roof vents along the width of the roof,marking Figure 5• Figura 6 rafters the location of all roof vents before cutting holes.Center the.holes E'er between the rafters within 2 from the peak of the roof.Mark a 1 U Usit and prepare the ope 14tin chevrons lrtsing a sharp fife,cut away tlne shingles{Figure 6A).Cut throw circular outline for the hole on'the roof.(Figure 1) the sheathing using a reciprocating o saw(Figure 68 Carefully 1 • Figura 1 ��,�. pr g y remove the roofing nails.within 3"of the hole.Cut the shingles at the Cut and prepare the opening: top of the hole to accommodate the shape of the roof vent.(For t ut the holes in the sheathing before applying shirgles.Shingle up .... increased weather protection on new construction or re-roofing until the first full course of shingles covers the bottom of the hole. �o applications,use an 18"xl8"pied of GAP Weather Watche or ♦y Cut the excess shingles away from the hole.(Figure 2)(For s+,, CAF StormGu arch Leak Barrier.Center the leak barrier over the increased weather protection on new construction or re-roofing Figure 6• Figura 6 hole.Remove release film,press into place and cut away the leak O applications,use an 18"x18"piece of CAF Weather Watche cc barrier..spanning the hole.) dW GAF StormGnard®Leak Barrier. Center the leak barrier over the hole. Remove release film,press into place and cut away the leak Figure 2 •Figura 2 harrier spanning the hole.) :. Position the vent: Apply a generous amount of silicone,roofing cement,or"water- '� o proof caulking to the perimeter of the hole.(Figure 7A).Slide the ci Position the vent and nail the vent into place: 5 vent into place beneath the shingles,ensuring that the throat of the The top of the SSB960 has an up-arrow formed into the flashing. 1 vent is centered on the hole(Figure 7g)..The shingles should .�` Make sure the vent is in proper position.Nail the vent securely into .. " overlap the top half of the vent flange.The bottom half of the - _- --a place,spacing the nails every 4"apart around`the perimeter.The Figure 7 •Figura 7 vent's flange will be exposed on top of the shingles.' •- nails should be'1"from the edge of the vent flange.Seal all seams 3 and nail heads with an`approved sealant,such as silicone,roofing Nail the vent into place: cement,or waterproof caulking.(Figure 3) Figure 3•Figura 3 Nail the vent into place,spacing the nails every 4"around the perimeter of the vent'.The.nails should be 1"in from`the edge of Complete shingle installation: the vent flange.Replace nails in the shingles as necessary to ensure .,� Continue installing shingles,overlapping the flange on the vent. a\ proper seal.Use silicon,roofing cement,or waterproof caulking Cut the shingles around the top of the vent to match its shape_ �� ` - to seal any exposed nails.(Figure 8) a _ _ (Figure 4) = _ = _ Figure`8• Figura 8 Figure 4• Figura 4 i NOTE:In Canada,only the(itF and • Quality You Can Trust Since -1886_ NOTE:In Canada.only he Gnf and • Quality You Gat, Trust Since 1806_ Timberline;logos areregsteredtrademarks. , kgosareregistered brademarks: from aflhiAmerica Largest frarrr Norm America s Largest FRoofingTimberline 9 Roofing NQTA Sdamente cs nom byes t GAF y NOfA:Sd am ente{os man bre da GAF 9 TimWonmarcasreptradasenCanadi. Jj ai7d Ventilation Manufacturer Timberline sonmarcasregnstradasenGanada. and Ventilation Manufacturer REMARQUE:Sens lea moms GAF et REMARQUE:Seuls lea noms GAF et a Timberline soot des marques be WF II Traibelirce smt d?s marques de GFMAtALS commerce deposes au Canada CAAPOFIATiON t commerce deposeen au Canada COAPORA7iON SHEET NO. IN3 6 / ' "1 ' ,p i` f r' g .mow 38 shy y+, ' * i. „°_ r c 1 1___ A ilLJs\\ - __ __ ____ = Z OE r c __ ifl H! h t _ cis o a . SHEET NO. 6 , IN4 3 Sit ____ ____ ____ U I I ! -c1 � w Gad ilifi I flub 'Jd li III H fit I 11 " h I _____ 6 r SHEET NO. IN5 3 SVR Lot 18 Bloc SIMPSON STRONG-TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida# A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU46 Adjustable Post Base FL474 Approved Products List - ABU66 Post Base FL1725 Anchor Bolt Wedge All FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 State of Florida CMSTC16 Coiled Strap Tie FL1901 Product Category Sub Category Manufacturer Approval# CS16 Coiled Strap Tie FL1901 Exterior Doors Sectional Clopay Building Products Company FL4914 Epoxy Set FLHurricane Tie FL474 47 2 H10 Exterior Doors Sliding Florida Extruders International,Inc. FL45/FL5726 H2.5 Hurricane Tie FL474 Exterior Doors Sliding NuAir Windows&Doors FL5340 H3 Hurricane Tie FL474 H5 Hurricane Tie FL474 Exterior DoorsSliding-Series 420/430/440 General Aluminum Co. FL5710 HCP2 Hip Corner Plate Connector FL474 Exterior Doors Swinging Plastpro,Inc. FL4764 HD10A Bolted Holdown FL503 Panel Walls Siding Alcoa Home Exteriors,Inc. FL5538 3 HETA16 EmmbedHoldown edT ssAnchor FLL901 Panel Walls Soffit Alcoa Home Exteriors,Inc. FL5543 HETA20 Embedded Truss Anchor FL1901 Roofing Asphalt Shingles GAF Materials Corp. FL183 HETAL16 Embedded Truss Anchor FL1901 HGA10 Heavy Angle FL1423 Roofing Other-Roof Vents GAF Materials Corp. MIAMI-DADE#05-0909.02 HGAM10 Heavy Angle for Masonry FL1423 Roofing Other-Ridge Vents GAF Materials Corp FL197 HGT-2 Heavy Girder Tiedown FL474 Rfin Metal Roofing Marlyn Metals,Inc. FL5204.6 HMS Masonry Hurricane Tie FL1423 Roo fin oo g y HSUL Skewed Face Mount Hanger FL1218 Structural Components Other FECP Corp.Cast-Crete Division FL158 HSUWL26-2 Heavy Skewed U Hanger FL503 Structural Components Other-Concrete Lintels Lott's Concrete Products FL 5092 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 Structural Components Other-Concrete Lintels 8" Commercial Concrete Products(Quality Precast) FL 1774 HTSM16 Heavy Twist Strap for Masonry FL1423 Structural Components Other-Mullions-Series 1442/1445/1446 General Aluminum Co. FL5169 HTT16 HD/Tension To FL503 HTT22 HD/Tension Tie FL503 p Structural Components Other-Mullions-Series 1445/1447 General Aluminum Co. FL5169 HU210-2 Hvy Face Mount Joist Hanger FL1218 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL5169 Q� o HU26-2 Hvy Face Mount Joist Hanger FL1218 5347/5348,5350/55 EHU28-2 Hvy Face Mount Joist Hanger FL1218 HUS26 Heavy Joist Hanger FL474 Structural Components Other-Precast Lintels Wekiwa Concrete Products,Inc. FL 1418 HUS26-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL572 1-rl N HUS28 Heavy Joist Hanger FL474 HUS28-2 Joist Hanger FL474p Structural Components onents Wood Connectors-Anchors United Steel Products Co. FL859 HUSC26-2 Joist Hanger FL474 Structural Components Truss Plates Alpine Engineered Products,Inc. FL1999 ` < HUSC28-2 Joist Hanger FL474 Windows Fixed Florida Extruders International,Inc. FL44 J w LGT2 Light Girder Tiedown FL1423 LSTA18 Strap Tie FL1901 Windows Fixed NuAir Windows&Doors FL5333 't LSTA24 Strap Tie FL1901 Windows Fixed Pittsburg Corning Corporation FL1363 LSTA30 Strap Tie FL1901 3 LSTA36 Strap Tie FL1901 Windows Fixed-Series 1100/1900, 1450/1550 General Aluminum Co. FL5169 LTr19 Tension Tie FL474 Windows Fixed-Series 1100 TDL/1100/1900/ General Aluminum Co. FL5169 LTT20B Tension Tie FL474 1970, 1450 TDL/1450/1550/1570 LTTl31 Tension Tie FL474 LUS26 Joist Hanger FL3750 Windows Fixed-Series 5000/5300/5350 General Aluminum Co. FL5169 Masonry Screw Titers FL2355 Windows Horizontal Slider Florida Extruders International,Inc. FL43 MBHA3.56/16 Masonry Beam Hanger FL538 META16 Embedded Truss Anchor FL1901 Windows Horizontal Slider NuAir Windows&Doors FL5331 META20 Embedded Truss Anchor FL1901 Windows Horizontal Slider-Series 1180/1480/1980 General Aluminum Co. FL5168 MGT Medium GirderTiedown FL1423Windows Horizontal Slider-Series 1180/1980/1990, General Aluminum Co. FL5168 MSTA24 Strap Tie FL1901 901 MSTAM24 Strap Tie for Masonry FL1901 1480/1580/1590 MSTC28 Strap Tie FL1901 Windows Mullions Florida Extruders International,Inc. FL3136 MSTC40 Strap Tie FL1901 MSTCM40 Strap Tie for Masonry FL1901 Windows Mullions NuAir Windows&Doors FL5722 MTS12 Twist Strap FL474 Windows Single Hung Florida Extruders International,Inc. FL42 MTS16 Twist Strap FL474 Windows Single Hung NuAir Windows&Doors FL5330 3 MTS18 Twist Strap FL474 MTS20 Twist Strap FL474 Windows Single Hung-Series 1100/1900/1970 General Aluminum Co. FL5171 MTSM16 Twist Strap for Masonry FL1423 Windows Single Hung-Series 1100/1900/1970, General Aluminum Co. FL6107 PHD5 Holdown FL503 PHD8 Holdown FL503 1450/1550/1570 3 SDS'%x1% Strong Drive Screw FL1463 Windows Single Hung-Series 1140/1440/1540/1940 General Aluminum Co. FL5171 SDs'/Jc2'/: Strong Drive Screw FL1463 SP7 Stud Plate Tie FL474 gHung Windows Single Series 5000/5300 General Aluminum Co. FL6107 3 SP2 Stud Plate Tie FL474 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL6107 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap Tie FL1 901 THA222-2 Joist Hanger FL474 SHEET NO. S P1 3