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HomeMy WebLinkAbout36053 Shady Bluff Lp Lot 4i 36053 Shady Bluff Loop Plan 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 property markers to be exposed before first inspection. 6. All appliances shall be protected from car impact in garage. 7. Return air in all bedrooms. F.B.C. M1620.4 8. Ground mounted A/C units shall be anchored per F.B.C. M1307.3.1 9. Lot shall be graded as to comply with 401.3 of the F.B.C. 10. Drainage Plan Requirements must be made: Ordinance #974-07 Section 6. 11. Smoke alarms to be installed per code 313.1 of the F.B.C. 12. All glazing requirements to be met per code 308.4 of the F.B.C. 13. All means of egress are to be per code 311 of the F.B.C. 14. R.O.W. use permit required for all driveways and all driveways to include expansion materials. 15. 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 indward Homes ISSUE HISTORY NO.I DATE VCR DPWN BY DE5CRP`T1ON- APPVD 1=3105 4.0 2004 FRC UPDATE MG 10/25/OG 5.0 TW CREATED VER51ON 5.0 MC z 10/25/OG 5.0-W TW CREATED VER51ON 5.0-W FROM VER5ION 5.0 MC 3 07/30/07 5.0-G.ON TW MERGED WHET5TONMEI PIAN5 5N 05/22/07 G.1-G. I W TW G. I ARCHITECTURAL / ENGINEERING UPDATE5 5N 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 'THE PLYMOUTH' ELEVATION 'A' 3-BEDROOM / 2-BATHS / 2-CAR GARAGE PLAN # a0408 WHETSTONE ENGINEERING &TESTING, INC. 2004 53rd Avenue East Bradenton, Florida 34203 Phone: (941) 727-1138 These drawings. when signed and sealed, are an indication tnat Whetstone Engineering & Testing, Inc. has reviewed the structural components only of the structure for conform- ance with the Florida Resi�ential Code 2004. No other certification, inclusive of architectural elements and dimensional accuracy, etc. is expressed or implied. Ic . ,ILI\G C FLORl4 L1� - of Q DRAWING INDEX SHEET NO. DRAWING TITLE COVER AND INDEX Al FOUNDATION PLAN A2 FLOOR PLAN A3a FRONT ELEVATION A4a SIDE & REAR ELEVATIONS AD1 INTERIOR ELEVATIONS AD2 BUILDING SECTION & DETAILS El ELECTRICAL PLAN F1 FLOORING PLAN Mi MECHANICAL PLAN OS1 MASTER SUITE OPTIONS S STRUCTURAL DETAILS D DOOR INS5LLATION SHEET W WINDOW INSTALLATION SHEET I R ROOF SHINGLE APPLICATIONS IN INSTALLATION SHEET P PRODUCT APPROVAL CODES AREA TABULATION TABLE (IN SQ. FT.) IJVING AREA COVERED ENTRY GAR. PATIO TOTAL AREA UNDER ROOF ELEV. A ELEV. A 1271 44 479 200 1794 PLAN NO. a0408 VERSION NO. 6.1-6.1W OPT. SHOWER I.L.O STD. TUB, 0 MASTER BATH FOUNDATION PLAN: EXTERIOR P FRAME WALL REAR BLDD. BEHIND SHOWER CORNER CONC. RECESS FOR SHOWER Sir •]R•10D CCHECK BOX IF SELECTION Al TO THE PLAN. ISSUE HISTORY: 4 FrliE-L 63• 4'-4' 2'-11' 4'-9' 4'-5' T-10' 11A' 3'-10' 6'S g-0' Y4r ALT, AIC LOCATION-----...---- 2'-1• 3'-11' 3'-1• 3' 4—�� AIC COND. ON cow Y 'rcOJG PAD SIZED BY MFR. 5J5J : =i ------------ `• °Q I I _ MC COND. DRAM 11NE. RECESS FOR OPT. OAR. S2 SERVICE DOOR PKG 4'PVC UN SLAB AK:'OPTION { ■ j CHASE BOTH ENDS APPLIES - _ _ -T; � a �V-GROOVE CONC. CONTROL JO'3(T E S2 ELEV: 0.0 (REF) _--_-- ■ 11lt FBEA MESH CONC. SLAB---_ l- R Y _—______i—_ _____—_—_ (y OVER BMLL. VAPOR BARRIER t�_ ON AN. WELL -COMPACTED, ^_ " �_ 4�"� 27-6' TERMITE TREATED. GRANULAR a 4 ( 1 FILL i l 11 , I Il1UBi 11 �-------• w c.1. 20'-6' fUV: " � iu SLOPE o------------- SLOPE 1• SLAB RECESS G FOR S.G.D.DfW ■ _ ' S2 _ WIDISP. I DW SINK r ll— A ------------ ------ S'-2' 3'-6` T-10" 6'-0' 3'-10' 6'-4' S2 S2 1r-0• 4T-6' 62'-6' FOUNDATION PLAN'A' &'C' SCALE: 11 x 17: 1/6' = 1'-T 24 x 36: 1/4" = 1'-0" SEE SHEET A313 FOR PARTIAL FOUNDATION PLAN FOR ELEVATION'B' NOTE: A FOUNDATION SURVEY SHALL BE PERF �Aq A C�r `t�C`, COPY OF THE SURVEY SHALL BE ON THE SITE FQ&IT J1-BUILDING INSPECTOR'S USE. OR, ALL PROPER A SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.J L. JASON BERGER PE# 64003 1 .J JJ 3 98 g w vt- � rug � as a � 16 all CD co W CD to N co WA- �07 'O I- CCNI N O h O C C to m � .O C O N m D_ O � zyzyo Lai al U Q m N cn Of � U OU x 0 i } a = t7 Cd 1 V O S a .� z 0 zZ O LL 10 3 tp ao O 0 N _N Z O z z o m LU o W z a-j O 0- SHEET A 1 n NOTE: ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND " APPROVED BEFORE REQUESTING THE FRAMING IN CDL7`TIl1M i ODENOTES LINTEL CONFIGURATION. SEE DET: Al ON THIS SHEET. IN INDICATES S'tEAMALL INDICATES (1)05 REBAR IN CONC. FILLED CELLCONT. FROM FTG. TO ILO. L iNTEL"CAL) THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY NOT LESS THAN 112 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAUGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE ISSUE HISTORY: NO. DATE VER. D DESCRIPTION APPVD BNM. 10/03M5 4.0 2004 FBC UPDATE MC A 1D25106 5.0 TW VERSION 5.0 CREATED MC Q 1=5106 5.0-W TW VERSION 5.0-W CREATED FROM 5.0 MC 07130107 5.0-6.0W 161-BAW TW WHETSTONESEI PLANS MERGED SN �3 /4\ 08/22/07 TW 6.1 ARCHITECTURAL I ENGINEERING UPDATES SN *SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES AK; COMP. F@ :n 0 F.O. HD HD O Td AFF. sr-B• s� 16'. lO z65I1 HD ed MD ed E SS EGRESS DRYER VTR r WALL q HANSOM B O 3S AFF. 11'J' I - 11'-T 110tOOM 3 I BEDROOM-2 ®e v 9 1h104l^ 9 Cg-or 61 s s 6•-r e CLG. 9. T9. 40888E x ie D 3 i H � 1118H _--- D4®e TOpO �AFi. 2 3 23. PLANT Lp�,_ETr� 11' S• " ELF O AFF. -0• 64• I DINING FAMILY LIVING 11'A 12 I 14'z 1e An VaAed C10 ( VrMd CIO. m r BAN TOP ]WALLTOCIG. o I HD®ed HD®ed 35SH I 25SH O N ¢o CAST-CRETE LINTELS OR EQUIVALENT ¢ USE 3000 psi FINE GROUT FLOOR PLAN: ELEVATIONS 'A' & 'C' (3/8" AGGREGATE MAX.) 24;3; ;w ';4r WHEN GROUTING BOND BEAMS & PRECAST UNITS. SEE SHEET A3B FOR PARTIAL 8" KNOCK -OUT FLOOR PLAN FOR ELEVATION •B' BLOCK, CONC. FILLED, W/(1) #5, TYP K BLOCK, CONC. FILLED, TYP m o m ou mLlo�,---8" PRECAST, � CONC. FILLED, TYP co � U U_� (WITH OR 0. wWITHOUT REBAR) O �O �O ao wO (1)#5,TYP 1r-r 1z-1• 33T23L1 IID ed -■ ■RJ ■ IISTER BATH ACCESSIBLE , - m CLG. O e C 10'-7• t $ T-5' Mc � 26PKT x • I--IINE GP m 8:72 i CLG. VAULT Ugg r SUITE • V.A C10. (' 14'-0'• v ALTERI411TE 4arTE `� WIC m'ET '• ^ L6. --- BOX r WALL w �ti ,--UNE OF 6:12 ' CLG. VAULT Y9 11'-2• 6^WALL 04WAFI OmV Dw KITCHEN 4�" (I. k3'-2* PATIOPATIOREFRIG. �. H LINTEL TYPES / SECTIONS SCALE: N.T.S. 1�1HN�1 HD O ed TI O MASONRY O _AFF SEE TRUSS LAYOUT FOR CONNECTIONS -- EL-EV_e$--- i LOCATION. u coLw , O z � 23'-6' 2-CAR AN" ON GARAGE STAND O 31.5'AFF. USE CIO.0 AFF 3W P.T. i_____I PLYWOOD. NOTE: ALLOW D VERTICAL ISED OBSTRUCT VERTICAL RISE OF HVAC IECHANICALS AT GARAGE WALL._ R-711NSlMTED GAR FRAME WALLS TYPICAL TNIS ES -j - -:::k " _ HOMES tV ------------------ B 20'-8' _ _ _ (2) 2XSPT BEW 1QR ' FLITCH ATE ABV M/ MASONRY. SEE DETAIL THIS SHEET 'm fV 2866 ■ SOLID CORE - ■ 2 ; ENTRY m FLAT CIB. O AULTED W AFT N,ELEV. C) q- Y 6'-0• g.-0. m SIMPSON H10 MUST BE USED 12 THIS AREA (2) 2s8 P.T. W//!2' FLITCH RATE s METD.C.TO BEE M O.C. TO AN EMBEIIED M LINTEL 3 12 .^'� FERI I 'G, INC. 20 = _ 4203 "ETR'LH-EETLO R A. E "A ATi01 # 9298 wl(3)12d ill TYP. ENTRY TRUSS PROFILE DETAIL J G 2008 ® ELEVATIONS A & C N.T.S. L. JASON BERGER PE# 64003 1 HE 11111151 124 L'7 co W 7 n m O 1- � C � M O � m C 8,00 N m 0_ O IO V/ F CD Y N Mco o A N U OU O i� � a w O r 2 5 0_ Ir O J LL co O g CO o N °D W C m O 8 N z 0 5 o N w Z 0-1 > 1 131 a SHEET A2 _1 r 11011 DETAIL 'A' tVTT VJ 6" DETAIL 'B' ISSUE HISTORY: NO. DATE I VER. DRBWYN. DESCRIPTION APPVD 10/03M 4,0 2004 FBC UPDATE MC 1Q 1025/O6 5.0 7W VERSION 5.11 CREATED MC Q 1025/O6 5.0.W TW VERSION 5.0.W CREATED FROM 5.0 MC 07!!0/07 5.0-6.OW TW WHETSTONE/SEI PLANS MERGED SIN /�/ /4\ 01122M7 6.1-61W TW 6.1 ARCHRECTURAL I ENGINEERING UPDATES SIN 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES OVERHANGS: 12' TYPICAL EXCEPT 6' @ GABLES. TAILCUTS: SQUARE ENTRY DOOR STYLE MAY VARY. SEE SELECTIONS FOR ACTUAL DESIGN. REVEAL TYP. FIELD BUILT 6'W x 11'H SCORED ROOF CRICKET DETAILS w/ RADIUS TOP MEAN SEE DETAIL B' THIS SHEET. BLDGHT-------- ---- - SEE A/S3 TOP OF ARCHE DENOTES DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (pfi1) BANDING NOTE: ALL BANDING TO BE SCORE CUT, 1/2" WIDE x 1/4" DEEP, SMOOTH FINISH INSIDE SCORE LINES, UNLESS BOX BELOW IS CHECKED. WHEN BOX IS CHECKED, REFER TO RAISED BANDING CUT SHEETS. ROOF VENTING INFO. TYPE QUANTITY LINEAR FEET (MIN) RIDGE VENT 40 OFF -RIDGE VENTS — 12'W x 22'H SCORED DETAILS W11=1US TOP (TYPICAL). SEE DETAIL W THIS SHEET. SEE AIS6J FOR EXTERIOR FINISH IS: FIBERGLASS SHINGLES TYPICAL FOR EXTERIOR ENTRY (d1 7-10 F. - U FINISH SPECS. TOP OF NO 00 00 MASONRY 0'-0' FIN_FLR. REF) ! � r N 04 o - — FINISH GRADE +36.7 -40.2 o ii it # ii it o ii it 0 2007 WINDWARD HOMES +32.9 -36.2 FRONT ELEVATION 'A' SCALE: 11 x 17: 3/16' = V-0' 24 x 36: 3/8' = V-0' 6' ALUMINUM FASCIA TYPICAL WHETSTONE ENIG3K EPI 2004 53rc ,AVE }� CERTIFICATE O A T!NG, INC. =i, 34203 LF,T!ON# 9298 L. JATOP(BERGER PE# 64003 J� 0 ca 04 co WM— v I m`oP- > �. CO � M) O C p � O l6 L NmD_ 0y c) E" 14f H O 9 N m N � o � U U O i0 a - UJI ¢ter`-1 a J W H Z O LL g 3 � 0 as � o N N a Cb z 0 3 o U) W O W z o j a SHEET A3a BANDING NOTE: ALL BANDING TO BE SCORE CUT, 1/2" WIDE x 114" DEEP, SMOOTH FINISH INSIDE SCORE LINES, UNLESS BOX BELOW IS CHECKED. ❑WHEN BOX IS CHECKED, REFER TO RAISED BANDING CUT SHEETS. DENOTESDESIGN PRESSURES FOR COMP ONENTS AND CLADDING (pAi. ROOF VENTING INFO. TYPE QUANTITY LINEAR FEET (MIN) RIDGE VENT 40 OFFAIDGE VENTS — — 6' ALIM INLM FASCIA TYPICAL LEFT ELEVATION `A' I — SCALE, OF GALV. MTL V-GROOVE l I x j T 116'=1'-0' MASONRY EXPANSION JOINT 0'm Z4 x x 36 N' - 2: 17'-0' RIDGE VENT .... -. y ` - FIBERGLASS SHINGLES - - �_ CLG. RIDGE- - 12 TYPICAL - -- Ty TOP OF -- - U ALUMR61M .. :_ 1� ....... FASCIA TYPICAL--, 1'�• __ FOR EXTERIOR FINISH SPECS. FIN .FLIT (REF). FINISH GRADE ISSUE HISTORY: NO. I DATE I VER. DRRWN' DESCRIPTION APPVD 10/03/05 4.0 2004 FBC UPDATE MC Q 1025" 5.0 TW VERSION 5.0 CREATED MC 2Q 1025M 5.0.W TW VERSION 5.0-W CREATED FROM 5.0 MC 3 075M7 5.0E.OW TW WHETSTONE/SEI PLANS MERGED SN /4� 0622/07 6.1-6.1 W TW 6.1 ARCHITECTURAL I ENGINEERING UPDATES SN 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES Rrilff ELEVATION •A' SCALE: 11z17: V6'-1'-0' 24 z 36: 1/4' = T-0' SEE A/S4 ILLY I Syr' FOR EXTERIOR I' ,I F------------ SPECS� BEAR EL"ATHM SCALE 11 x17: 116'-V-0' 24 x 36: 19' - V-T WHETSTO 'nrL:ER, .N nor �i'.I�.h ,Y ! 2004 53rc AVE = CERTIFICATE OF A ! JA 008 PrING. INC. ,PL 34203 ION # 9298 L. JASON BERGER PE# 64003 ?:AMP I ch N Co w A —7T7ti m O � QLL.. c * M O P. Lo m C O N L N m O_ O LOL W U N Q m C4 o A m J 0 U CL O r w Cd gg O • r� Z< F W r m � � a fQ C N N q O Q z 0 O w Z rn W Z as j ol 0. SHEET A4a RANGE HOOD OR MICROWAVE PER 30'H x /7 O.H.C. TYPICAL. RAISED BAR TOP 4' SPLASH 1313 `o 30' RANGE 3P REFRIG. SPACE A KITCHEN ELEVATION PLANT I v i FINISHED FLOOR 3'-5" NICHE DETAIL ISSUE HISTORY: NO. DATE I VER. DRWN. DESCRIPTION APPVD BY 10N3N5 4.0 2006 FBC UPDATE MC 1Q 10/25M6 5.0 TW VERSION 5.0 CREATED MC 2Q 10/25A6 5.0.W TW VERSION 5.0-W CREATED FROM 5.0 MC � 07ld0/07 5.0-fi.OW TW WHETSTONE/SEI PLANS MERGED SN /n OS42A7 6.f.6.1W TW 6., ARGHrrECTURAL/ENGINEERING UPDATES SN 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES 30'H x 17 O.KC. TYPICAL.—� OPEN ARTRAISED I ` 4' SPLASH ®® DISHWASHER DBL SINK B KITCHEN ELEVATION 2 ARCH ELEVATION (2)$8" LIGHTS PER SPEC — �����I aaaaa.�saaaa.�ini 7■■■■I ■■■■■1 3-BULB LIGHT PER SPEC — y MCI �A/ SHOWER HEAD C.L. 0 V-W AFF CERAMIC TILE TO VIV r C 1 MASTER BATH ELEVATION BATH 2 ELEVATION NOTE: Irr HARDIBACKER IS REQUIRED 24' ABOVE GARDEN TUB DECKS AND ON TUB FACE. ,/IHARDIBACKER IS REGURED TO THE CEILING FOR ALL SHOWER AND SHOWER/TUBS. 1 2" 1-1(! X 17 COUNTER WIPLASTIC LAMINATE PLASTIC LAMINATE CENTER BACKSPLASH SUPPORTS AT 24' O.C. NOTE: FO' KW. HEIGHT APPLIES TOP OF K TOPS ONLY. (17 FOR SOLID SURFACE SET TOP OF K W. � 47 AFF. 2 X 6 SEE SELECTIONS FOR COUNTER TYPE. STUDS Q 16. O.0 BASE 2X6 P.T. BTM PLT. TYPICAL BAR SECTION SCALE: N.T.S. INTERIOR ELEVATIONS SCALE 11 x 17: 3/16" = V-011 24 x 36: 3/8" = V-0" NOTE: CABINET ELEVATIONS ARE INTENDED TO ILLUSTRATE LOCATIONS OF DOORS, DRAWERS, KNEE SPACES, FIXTURES, ETC. REFER TO SELECTION SHEETS FOR SPECIFIC INFORMATION ABOUT CABINET STYLES, MATERIALS, AND COLOR OPTIONS. C7 N iD m W g — 0) f0 i 7 O � � O ^ Q LL O � N N m 0 m o t N m d 0 O E~ F U N Q m 0 U U O i d � W_ f'- - R � o z 0 id K w r z g m 7 ro m � � o o w N b W Z 0 Z o O Lu K t1 ~ 0a Z a 7 SHEET AD1 O cD (�)BUILDING SECTION "A" SCALE: 11 x 17: 3/16" = 1'-0" 24 x 36: 3/8' = 1'-0" TABLE FASTENER LOCATION 0 SCREWS UNIT SIZE PER SIDE LESS THAN IT EACH SUE 1 1TTON' PER SUE Z 2rTOx PER BEE 7 THAN 76' PER SIOR PER IDEOR MORE DEsrc+ED THW ST0/6 BY BIC O CD FC�MTION SAB OF ++ COND.IM 1UT THM FIP CONCRETE SUB S® PER :.:. AO EFRS SPECIFICATIONS. _ •: TOP OF SLAB,. n� scREw wr DASIETED WASHER R AME1 LOCAL SHEET . PLAN A/C PLAN DETAILS \—.. � CONO. UMT 011 SCREW RA9ETED WASTER: LOCATION i MAR PER TABU'A' Z TTYS SHEET ISSUE HISTORY: DRY' —FINISH GRADE DATE VER. DESCRIPTION BY APPVD - - r� ! C i I N G IN( t0E3N5 l.0 2009 FBC UPDATE MC /` �..r- WHET NE EN Ti i-E y'� 3'2C3 1Drzsas 5.0 TIN vERsroNs.oCREATED Mc 200t 53r"'. �` 9c9 10T25N6 5.0-w TW VERSION 5.0-WCREATED FROM S.O Mc ELEVAT109RT;FIc.A'! =�EeT�CN CA ONS 075"? 5.0-6.11W TIN WHETSTONEISEI PLANS MERGED SN p oB22107 6.1a.1W TIN 61ARCHITECTURALIENGINEERING UPDATES SN A08 A/C PAD DETAILS SCALE: NT.S JASON BERGER PE# 64003 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES L. wN 00 LL1 7 04 a)0 � Q LL O LM to m C cCym0 a 0 0 $ � o � � o N n N q O Q z 0 z 0 O w i U) r Z a w o a SHEET AD2 NOTES: UNLESS OTHERWISE NOTED ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TD BE 1T A.F.F. (GENERAL) KITCHEN 44'AF. F. BATHROOM 39'AF. F. LAUNDRY ROOM 38' AF F. EX -ER] WATERPROOF 12'AFF. GARAGE GENERAL PURPOSE 42' A.FF. RANGE TAF.F. 2. ALL TRW PLATES AND DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42' CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PI AN S INTENDED FOR BID PURPOSES ONLY. ALL WORK SMALL SE DONE IN STREL'T ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LATEST EDITION, BY A: ICE *BE:) E:- CTRP.Al CON-RACTOR WHO %,ALL BE RESPONSIBLE FOR THE INSTIVIATION A'A S:ING OF ALL ELECTRG.&- WIRING AND ACCESSORIES S. SMOKE DETECTORS S-4ALL BE INSTALLED AS DIRECTED BY NFPA 70A SMOKE DETECTORS SHALL BE INTERCONNECTED AND CAPABLE OF OPERATING ON EITHER AC OR DC (BATTERIES). 6. ARC FAULT RECEPTAC ES IN ALL BEDROOMS PER FRC 2004 ELECTRICAL ELECTRICAL LEGENDLEGENQ: SINGLE POLE SWITCH ,1t, DOUBLE POLE SWITCH Ay,2 SI.3 THREE-WAY SWITCH FOUR-WAY SWITCH ♦S4 SDM DIMMER SWITCH 7J CEILING FURURE j t SCONCE 110 VOLT DUPLEX OUTLET y Vx 110 VOLT SPLIT SWITCHED OUTLET (5 AF 110 VOLT ARC FAULT OUTLET (6 GROUND FAULT INTERRUPT * WP WEATHER PROOF GFI OUTLET 220 VOLT OUTLET ® SPECIAL SERVICES OUTLET T.V. OUTLET TELEPHONE OUTLET ORECESSED LIGHTING _STURE RESISTANT RECESSED LIGHTING EYEBALL TYPE RECESSED LIGHTING OO MINIATURERECESSED LIGMT FDRURE SMOKE DETECTOR FLOOD LIGHT LVVJ +CEILING FANS V c_=�;C_) OPT. V : DBL 24' FLUOR. FOR. WIDIFRISER o DBL 24' FLUOR FDIT DSL 48' FLUOR. FOR. W/DIFFUSER. DBL 43' FLUOR FUR. SINGLE 48' FLUOR FDR. 1, BATH FAN BATH FAN W) LIGHT ELEC. METER ISSUE HISTORY: CHIMES DOOR BELL CHIMES ®— DOOR BELL DO DISPOSAL SP PREWRE SPEAKER JUNCTION BOX OTHERMOSTAT © ELECTRICAL ELECTRICAL PANEL PANEL © INTERCOM SYSTEM ID GARAGE DOCK PUSH BUTTON 1-BULB WALL MOUNTED LIGHT PER SPEC 2B WALL MOUNTED LIGHT PER SPEC Q 3-BULB WALL MOUNTED LIGHT PER SPEC ALL RECESSED LIGHTS THIS AREATO RAVE DIRECTIONAL TRNM— ELECTRICALPLAN SCALE: 11 x 17: 1/6" = 1'-0" 24 x 36: 1/4" = 1'-0" PARTIAL ELEV'A' SCALE: 11 • 17: 1/C" 1,4r 24 f X: 114' = 1'4r RY SCALE: 11 .17 118' . 24•3W /W DISCONNECT 0 12'CLEAR ovnONAL SERVICE DOOR OF AIC COMPRESSOR LIOHf&SWITCH I?" . ;� i `. OPT. TOP OF MASONRY 00 mJ. Om UU i0 oD —INSTALL ONLY WALL MOUNT SL9452-8 COACH LIGHT TOP OF MASONRY 5' OPT. ¢¢_o of O 0= <O t/J N co W 00 Q E,-. M Orn C U) m O C V O C,j m n O F U N a m N �o 4 � U U O iD } a 7� 4! w r O g Q U ►/ F U J W m tD G 8 lV wn 7 O 2 0 Z O N W O F Z 5 LifD_ j 0 a iL SHEET El 0 caca � c�.) WM �v� `o r- m Ql� v cc') o LO m c � o m cci co a- 0 O E4 Ey 0 U N Q m N � C m K L) m � U U O j = 0 i i w Cd o r g a 0 z 0 0 J LL a � � o p o N N J W 7 z O Z ui F Z a CO) w W o z a SHEET Fl 89VR Lot 14 B 1 L lit kl 11 4 -% If O MASTER BATH aT. RAG r.1 -3 BEDROOM-2 MECHANICAL LEGEND BEDROOM R JUMPERz MASTER AN AIR HANDLER SUITE BATH 2 2-CAR GARAGE Z: z z:: FIR F 7 FILTERED RETURN R AIR - CEILING z JUMPER FILTERED RETURN AIR - WALL KITCHEN II DINING FAMILY LIVING ROOM FOYER PATIO ENTRY zPASSIVE RETURN AIR JUMPER - -------- - F-P r- -------- AIR SUPPLY (D THERMOSTAT FRESH AIR VENT BATH FAN MECHANICAL LAYOUT SCALE: I I x 17:1/8 = V-0 24 x 36: /4: = ,-0. ISSUE HISTORY: NO. DATE VER. DRWN. DESCRIPTION APPVD BY 10103M5 40 2OD4 FBC UPDATE MC A 10125M 50 TW VERSION 5.0 CREATED MC A2 10/25M 5.D-W TW VERSION 5.0-W CREATED FROM 50 MC A3 07rAM7 5.M.OW . TW WHETSTONEISEI PLANS MERGED SN qQ OWM7 16.1-6.IW TW 1 6, 1 ARCHRECTURAL / ENGINEERING UPDATES r SN 'SEE PLANS DATABASE R DETAILED DESCRIPTION OF CHANGE A ASE LIST FOR S wr� m co 04 cl) 0 Do WA- 4) to 7 'a clj 0 '2 eg m 2 Lf) c4i C) 0 C�l C-4 O C4 co C o N 4 LU cd 0 r/ z w 33 o T 0 z z o 0 - Z :5 0-1 U, R SHEET m 1 LINE OF OPTIONAL GARDEN TUB I 33/2 SH LINE OF OPTIONAL GARDEN TUB I 33/2 SH LL I \•\ "/ LL \� '/ :: S a ; I BEDROOM 3 a ; W In 3 (ILI MSTR. " MSTR. w! N BATH N� BATH So 0 1 re 0 18'TB o LL -w= 18'TB a M.C. "' TB w; LL ' M.C. `' TB _ 26 PKT U ID '11 26 PKT 0 �i m 5" op 14'-0' 2'-4° 2'-5' x AF = AF o MASTER SUITE Qr o MASTER SUITE Tv 13' X 13' 13' X 13' AF +iFAN . @ Vol. AF Clg. @ Vol. O 1-SHELF " / FAN 1-SHELF ------------ ----------IRE W.I.C. i _ I EWIRE W.I.C. i AF CIg. @ Vol. ; J AF Clg. @ Vd. J _ - - U) \ w N w AFC \ 5' 1 ° PLANT SHELF N o w p F� \ 5 1 ° PLANT SHELF - PER STD. PLAN. �' o PER STD. PLAN. ® (SEE SHEET A2) / ®` (SEE SHEET A2) h WALL NICHE IN 6' WALL: ^�' WALL NICHE IN 6' WALL: 2' RECESS: SILL @ 42' 2' RECESS: SILL @ 42' ARCH TOP @ 7'-8- AFF. ARCH TOP @ T-8- AFF. SEE 1/AD1. SEE 1/AD1. I I I I I KITCHEN I — J REFER TO SHEETS A2 & E1 KITCHEN I — REFER TO SHEETS A2 & E1 FOR BALANCE OF PLAN & ; FOR BALANCE OF PLAN & INFORMATION NOT SHOWN. INFORMATION NOT SHOWN. I I MASTER SUITE/ALT. ENTRY & WALK-IN CLOSET OPTION MASTER SUITEIALT, ENTRY & L -1-CLOSET SCALE: W MEDIA 11 x 17: 3/16' = T-O" 24 x 36: 3/8' = 1'-0' SCALE: 11 x 17: 3/1 = 1'-0' 24 x 36: = 1'-0' HECK BOX IF THIS OPTION HECK BOX IF THIS OPTION PPLIES TO THE PLAN. PPLIES TO THE PLAN. ISSUE HISTORY: WHETSTONE ENGit, E e)h4 xSTING, INC. 2004 53rc; AV c " FL 34203 CER'I-IFICfiT4 JZ.ATION 9298 J 2008 L. JASON BERGER PE# 64003 ; CON OD W x — CN ti O v am u') c 8100 C,j rn A 0 OR F4 E� c� N a m c; A U U O O i a >•-+ w � J�0 z 2 O a 0 w ­4 U) _ w F- a f g � � m a N o o N r N b O/ a' z 0 Z Z o w w O w 2 a > o a SHEET osi SVR Lot 4 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"xl-1/2" HEX -HEAD LAG BOLTS FULLY SEATED IN PT 26, #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 ASCE 7-02 ALL OTHER DESIGN ELEMENTS SH BE THE RESPONSYMFIIWO6➢ EVA�iE 2004 5 3 r d AV_ E 342 CERTiFICA E a' 1 17AT ION # 9; L. JASON BERGER, P.E. J y fWAT�B PE# 64003 L 07 0 o W W O J Q cr_ 7 f O 2 I- 03 0 U � � Z 3 (j •� O 6=mmmmma 5 a mom SHEET NO. S-1 # 64003 SVR Lot 4 Block 2 8" C.M.U. FINISH PER ELEV. 25" LAP MIN 1 #5 DOWEL FINISH FLOOR 3-1/2" CONC. SLAB FINISH GRADE o 2 #5 BARS CONT. A EXTERIOR MASONRY WALL FTG S- SCALE- 3-1/2" CONC. SLAB ---\ 13" E GARAGE DOOR RECESS S- SCALE: N.T.S. 2x4 SPF STUDS 16" O.C. 1/2" GYPSUM BOARD 3-1/2" CONC. SLAB .:. o (2) #5 BARS CONT. (1) #5 BAR CONT. FINISH GRADE 8" 41" 2 —TYPICAL 3-1/2- CONC. SLAB M 00 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. ) INSULATION--\ 2x4 SPF STUDS \1aA _—@ 16" O.C. 1/2" GYPSUM BOARD 3-1/2" STEP �� o I- I (2) #5 BARS CONT ml� 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. rl-) 1'-4" CLEAN 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 F OPTIONAL STEMWALL FOOTING S- SCALE: N.T.S. 25" LAP MIN 5/8"0 x 8" 8" C.M.U. 1 #5 DOWEL SIMPSON TITEN HD FINISH PER ELEV. ANCHORS ® 18" O.0 3-1/2" STEP 3-1/2" CONC. SLABS H FOOTING @ INTERIOR BEARING S- SCALE: N.T.S. LJ COLD JOINT � t 2 #5 BARS CONT. ij_'� MASONRY WALL FOOTING @ PATIO SCALE: N.T.S REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (wl 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 ice, 3-1/2" CONC. SLAB - I N: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" FTC 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 3-1/2" STEP i (2) #5 BARS CONT. THICKENED SLAB @ GARAGE (BRG. ) SCALE: N.T.S. WHETSTONE ENOE 2004 53rc AVEL. JASON BERGER, P.E. DATECERIIFICA'iEPE# 64003 IA STING, It t?FL 342C TiON # 92 SHEET NO. S-2 SVR Lot 4 Block 2 1/2" S.R. GYPSUM BOARD — DRYWALL SCREWS @ 12" o.c. ® 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 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" O.C. TOP & BOTTOM FIRST FOUR (4) FRAMING BAYS MIN. @ GABLE ENDS (TYP.) FASTEN TO TOP & BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END 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 � NO SHEATHING JOINT HERE 2X6 SPF w/ (2) ROWS OF 12d NAILS ® 12" STAGGERED (EACH ROW) 2X_ BLOCKING (LADDER FRAMING OR 6- PACKOUT) ® 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 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 ATTACH GABLE TRUSS TO PLATE WITH 161 @ 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. kFTER C VALLEY -SET ATTACHMENT DETAIL S-3 SCALE: N.T.S. 10 2x8 P.T. #2 SYP JAMB --J TRACK/BRACKET FASTEN PER MANUF. SPECS. EXTERIOR 3" MIN. 1/2" J-BOLTS w/ 2"0xl/8" WASHER SPACED ® 18" O.C. (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 ALL OTHER DESIGN ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WHETSTONEe62 STING, INC. 2004 oar34203 ON BEF1F11612, ON # 9298 PE# 64003 L. JASON BERGER PE# 64003 00 M M .--� M 5 8 N �•c� > cn O 01 c o a o 0 w w M� Q a � F- Z W - � � w a Q as U � o a 3 • rl � g a SHEET NO. S-3 9 SVR Lot 4 Block 2 ENG. ROOF TRUSSES TRUSS ANCHOR ROOF SHINGLES ® 24" 0. SEE ROOF FRAMING PLAN —� SEE NOTES 5.18 & 5.19 SHEET S-1) FOR R00 NAILING SPECIFICATIONS 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 e a 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 COMPACTED, BARS CONT. A TYPICAL WALL SECTION S - 4 SCALE: N.T.S. 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 _ L #5 (MIN.) DOWEL EPDXY -SET w/ SIMPSON r SET EPDXY (OR EQUAL) W/ 6" MIN. EMBEDMENT r L DRILL 3/4" Ox6" DEEP (MIN.) HOLE INTO EXISTING r FOOTING MAINTAIN 5" (MIN.) CnIc nICTAAIPU cr a ;• 17-11--T- 4 MASONRY WALL EXISTING lip" CONCRETE -FOOTING z N NOTE: CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE DUST USING COMPRESSED AIR & A NYLON BOTTLE BRUSH BEFORE EPDXY IS INSTALLED. C RETROFI T 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. 1-1 /2" TYP. CLEAR ROOF TRUSSES (TYP) SLOT Q RIDGE (SEE VENT MFR'S INSTRUCTIONS) REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 B RIDGE VENT DETAIL FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ S-4 SCALE: N.T.S. 05 & 06 SUPP +F ��� � � _ ING. IN ALL OTHER DE a QIS3 rL 3420 THE RESPONSI -�N # 92 8 1 I F� AT _ 2008 L. JASON BERGER, P.E. DATE PE# 64003 L. JASON BERGER PE# 64003 00 _ cn M u� b N r— CN M g `. s� W 0 w J_ J Q a LU z p � w 0 Q C o d z Z 3 •� O g a SHEET NO. SA 3 6 ROOF FASTENER LAYOUT ELEVATION 'A' & 'C' ONOT USED ODOUBLE SILL PLATE. SEE DETAIL THIS SHEET OSIMPSON HETAL20, (TYPICAL OF MASONRY CONNECTION) ® SIMPSON H3 V/ (8) 8d NAILS END E NOTE 5.19 SHEEEES-1FOR NAIBLE ETLING IING PATTERNS 00 ,5, c 4 r�, Gds 00, ^ a d`rS oaf ��.Qi 66e Gch °�s Una Laos GcfG� a�0 NOTE: CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION. NOTE - THERE ARE NO UPLIFTS GREATER THAN 1000 LBS THERE ARE NO REACTIONS GREATER THAN 5000 LBS SILL PLA K12' 'J' 1' O.C. MAX ATTACH GABLE TRUSS TO PLATE WITH 16d @ 4' ❑,C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY DOUBLE SILL PLATE vDEGTAl NSTING, INC. SCALE: N.T.S. ?0"� FL 34203 CEnTIr"iC.y r :RIZATION # 9298 J 6 Z008 OWW�y 1 J 7 p Y c W F- p a O } g (n (n SHEET NO. S-5A L. JASON BERGER PE# 64003 SVR Lot 4 Block 2 SEE NOTES FOR ROOF DIAPHRAGM NAILING SPECIFICATIONS FASTEN VERTICAL 2 x 4 MEMBER TO SCISSOR TRUSS w / (3) 16d NAILS PER CONNECTION. 2 X 6 SYP V BRACES @ 48" O.C. FASTEN TO GABLE END STUDS w/ 10d NAILS @ 8" O/C 2 x 4 BLOCKING (EDGEWISE) @ 48" O.C. TOP & BOTTOM FIRST FOUR (4) FRAMING BAYS MIN @ GABLE ENDS (TYP) FASTEN TO TOP & BOTTOM CHORDS w/ (3) 16d NAILS \ (TOENAILED) EACH END CEILING RIDGE SIMPSON 12" TWIST STRAP --J INTERIOR HIP VAULT: 6:12 SLOPE CENTER AND 3:12 SLOPE SIDES. 1 /2" S.R. GYPSUM BOARD w/ 5d COOLER NAILS @ 7" O.C. 2 x 4 #2 SYP TYP. (2) 2x6 P.T. SILL PLATE w/ 1/2"0x12" "J" BOLTS @ 24" O.C. MAX A GABLE -END DETAIL @ HIP VAULT —6 SCALE: N.T.S. NO SHEATHING JOINT HERE 2x6 SPF SUB —FASCIA 2x4 SPF BLOCKING @ 32" O.C. EITHER LADDER FRAMED OR PACKED OUT. 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 b" 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 2 x 4 SYP BRACE NAILED TO BLOCKING w/ 16d NAILS @ 6" O.C. FOR GABLES OVER 24-FT TYP (4) FRAMING BAYS FASTEN BLOCKING TO TRUSS USING SIMPSON MTS12 w / (14) 10d NAILS ATTACH GABLE TRUSS TO PLATE w/ 16d @ 4" O.C. STAGGERED PLACE SHEATHING �.� FLUSH w/ MASONRY 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 SHALL BE THE RESPONSIBILITYWRfTSI;f rF.cTIN( 2004 5Tr FL 3 CERTIFi'2ATi0N L. JASON BERGER, P.E.PE# 6400308 CAI � J o Q W O W W Z_ J_ W .-rvam - U o 7 03 0 a � � 3 ui a Z SHEET NO. IC, 3 A - 38 t`.7 6 C SVR Lot 4 Block 2 NO SHEATHING JOINT HERE 2X6 w/ (2) ROWS OF 12d NAILS @ 12" STAGGERED (EACH ROW) 2x6 SPF SUB FASCIA 2X4 SPF BLOCKING ® 32" O.C. %" 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 STUCCO STOP WHEN APPLICABLE GALV_ 'L' FLASHING SET IN ASPHALT SEALANT z `v ATTACH EACH PRE-ENG. MONO TRUSS TO FLAT CHORD OF STRUCTURAL GABLE w/ (3) 12d TOENAILS. ROOF SHINGLES (SEE PLAN) 2X6 SPF SUBFASCIA n SEE PLAN FOR SETBACK PRE-ENG. GABLE TRUSS (SEE TRUSS ENG.) A BOSTON HIP FRAMING , SCALE-- TRUSS ANCHOR SEE ROOF FRAMING PLAN REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT DR4�gtNG-iW ALL OTNkh%TVM1t;W' W L$4�6 THE RESEMSMIL04 b RAMS CERT IFiC�' E 0,F L. JASON BERGER; UUODATE PE' 340 L. JASON ERGER PE# 64003 a C!] Qi Q O W w U J N = Q W c� ` 0 z _ 7 0 0 Z O a z 0 m• .--� O 5 a SHEET NO. S-6 J For Masonry Rough Openings — (5) Screws per side at 17.5' spac" for &a faits (7) Screws per sM at 14' spacing for WV Uri is Single door unit J,jFgndtra R COMPONENT SYSTEMS --415? Screws per We 3117.5' spung tot &a units ;7) Screw per We at 14' spacir'gtor 8,11 units Single door unit with one sidelite (boxed construction) SILICONE APPLICATION MINIMUM FASTENER COUNT 5 fasteners per vertical framing member and 3 in header for 6`8` units.. f 7 fasteners per vertical framing member and 3 in header for Sunits- t Apptysilcone LATCHING HARDWARE rubber sealant in Compliance requires that ANSI A156.5 GRADE 2 or better cylindrical and deadbolt security _ three rows to a lock set be installed. Follow assembly instmetions POF-AI-X. bead size of 1,4' high x 1W wide. NOTES' 1. Fasteners recommended for this unit are 316' x 2.3t4' Tapcon screws calculated by the lowest fastener rating for optimum anchor positioning. 2. Tt4 Tapcon screw lengiti is designed for 1-114' minimum embedment into the masonry 3, Sealant recommended to adhere silt to sublloor is 100% clear silicone rubber sealant OXO units (66') use approx. 12 oz. of silicone: XX units t721 use approx. 16 W. of silicone: X units (36-1 use approx. 8 oz, of silicone: OXX triple units 1108') use approx. 24 oz, of silicone; OXXO quad units (144') use approx. 32 oz. of silicone. Silicone rating: AST M C-920, Class 25, Type S, grade NS. DAP product number: 08641 4. For installation in wind-beme debris or high -velocity hurricane zones. add 3 fasteners to silt. (5) Screws pee •� side at 17.5' spacirl for &$ units {7? Screws 6v* We at 14' spacing for 8U un:Ys • ' TiP Single door unit with two sidelites (boxed construction) Double door unit mum —(5) Screws pee Side at 17-5` spacng for 618 i7) $crtw5 par sloe at 14' sFacrng tot S'Gusts 1 I 11 11 11 11 I1 11 Il 11 r� I s 1 Double door unit with two sidelites Z 0 o > O WW g C) J Q � � w Z cd0 � rr O z 8 • .-� Z s a SHEET NO. D1 ' AT[ Nos. 01.43054.01, 0143054.02, and 01.43054 03 (Architectural Tesang. Inc.: York. PA1 Stock Building Supply Design Pressure Chart Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report # X 680 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 +60.0/-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 +47.0/ 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 61811 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 + 50.01-50.0 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 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.1 6' 8" 1 3' iSidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 M.110a11►[12 D2 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION, AND URETHANE ADHESIVE tHoNG�GER) //�� �—.�• r OQTS'TB10NAl //8' ACiRyriJC OR CLASS UTES \ i A / (`SEE SECTION a-B)VAKABLE ` A ` OP INAL OUTSIDE KEYED LOCK MAX. DOOR WIDTH - 16'-2' INSIDE ELEVATIONS Nam I DOORS UP TO 7'-Q" HIGH CONSIST OF ((4) SE'CTI m (9SNOWN). DOORS OVER 7 -0 HIGTf :,oNSTST OF (57 SECTiONS (NOT SHOWN). NOTE 2, THE DES" OF THE SUPPORiING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BIDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. SHP LAP JOHNS. 25 GA. MIN, EXTERIOR SKIN WITH G-40 GLvnNI2ING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAlHTEO TOP COAT APPLIED TO BOTH SLOES OF STEEL SKIN. 16 GA. PANTED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOO-L-LOC SYSTEM (TOP. BOTTOM i CENTER). D TO 70P AND BOTTOM R09L SNAPM7 LATCH ENGNCES TENTED TOG-L-LOC SYSTEM. ONTO YERTK AL TRACK ON EACH SIDE OF 01 INTER. STRE 4CINSIDE OUTSIDE KEYED ENDYEW '8' HANDLE STILE VIEW 'Co HANDLE OUTSIDE KEYED TOOK SNAP LATCH I DCK OPTION TWO PONT LOCKING INTO TRACK. BRACKET USED FOR (tO1TYIM DOURIF HIND _ F a • • a• %I4 r ] Ci OPYIONAL 10 SCREW DSB GLASS OR -\ WINDOW MOLDED INSIDE 1/8' ACRYLIC SECTION B-B LITE RETAINER j8x3/4' PAN HEAD SCREW (10 SCREWS PER LITE) 12 GA. GALv. STEEL TOP EACH BRACKET ATTACHED w 4 14xs 8' SHEET METAL SCR£NS. ADJ ATTACHED 4- TO TOP BRACKET WITH (2) 1/4'x//2' BOLTS AND NUTS PER BRACKET, 2-1/Y FTZC-CHANNEL 16 GAL GALV. STEEL 14 GA. GALV. ROLLER HINGE HIGH HINGE FASTENED TO END STILES W/(4) 14x5 - SHEET META. AND (2) 1/4' /4 SELF TAPPING SCREWS. (SEE VIEW -n ONE 4' TALL x 16 GA C-CHANNEL PER DOOR SECTION. (i� 1"l xx3/4; SELF TAPPING SCREW PER STILE LOCATION. a - - - .. .•.-,...: ' •.SILL. I' DOOR OMERLAP (EACH( SOO 2x6 YELLOW PINE 12 GA. GAIN. STEEL TRACK BRACKETS FASTENED/ gTO JAM '�O WOOD JA WITH 5/40T T05bOCff 1 5491001125 STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL PAINTED END STILE % 18 GA GALV. STEEL DOUBLE END VILE / 20 GA. GN.V. STEEL. INTER. STILE � 2' GALV. STEEL TRACK FASTENED TO- 12 CA GKV. STEEL TRACK BRACKETS L rt w� wWr. arccL nwsrc FASTENED TO tIND STILES EACH W 4) 'SHEET TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8 BOLT A Off f4x5/ METAL SCREWS 2 1�/4N�f�SELF 7APPYNG SCREWS PER V2- OR TWO 1/4- DNA. RIVETS. PREPARATION OF JAMRS BY OTHERS. JAMB DA, LONG STEM. 10 BALL STEEL ROLLER. CONFrAIRATION SECTION C-C t .0. ■i ►II HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO Stllo-` DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. TRACKCONFIGURATION t�7-1 117 2' GALV. STEEL TRACK, - .L. TRACE( TII004ESS:.083 N Z •3t1 TV. 2-1/Yx12 GA. GALV. STEEL TRACK BRACKETS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' O.C. (6 TOTALBRKTS PERYO FOR DOORS UP TO HIGH). PUT SIDE �FDR DOORS UP TD B'0' Hart. -10 GA. O&V. STEEL CENTER aQg DOUBLE TRACK F14x5/ To iHNETM5C SIXESW 4 LOW HEADROOM IS AVAILABLE AS AN OPTION HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) 1m THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK IC (WADE #2 O BETTER) JAMBS. NO LOAD FROM THE DOOR ITO S TRANSFERRED To NORTZONTA 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSANK TO PROMOE A FLUSH MOUNTING SURFACE. FASTENER TYPE W000 FRAME BUILDING STUD STUD(( WALLS OF DOOR OPENING SHALL BE FRAMED SOLID ER' NOT LESS THAN 3 2x4 (liP t0 9'WxBH (( TO I )) PRESSURE TREKTED GRADE #2 OR BETTER OF A STRESS rERG2AOE NOT LESS THAN 1200 PSI NOMNAI. EXTREME FIBER TRESS IN SENDING `)). WAX. O.C. MN. No. STUD WALLS TO BE CONTINUOUS FROM POUTING TO TIE BEAMS. OF FASTENERS I PER VERTICAL BLOCK WALL OR CONCRETE 'IAMB 2x6 WOOD JAMS SHALL BE ANCHORM TO GROUT REMFORCED BLOCK WALL OR CONCRETE COWMN. 2x6 BLOCK MALL CELLS SHALL BE FILLED WITH CONCRETE MID RENFOIM WITH REINFORCING EARS EXTENDING VERTICAL JAMB INTO THE FOOTING AM INTO TE W M5. ALL EARS SHALL BE COMINUOUS FROM THE TIE BEAMS TO FOOTING PER BLACK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENG04:0 OR ARCHITECT OF RECORD. 2x6 ,OMB TO SUPPORTING STRUCTURE ATTACHMENT ' (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS) ..+!! r... i�>,raa.�t: a, ,: a• t.8a. .'1L. ! S:J .yr�Ilrarcli��:3acaai [•L4-!�-[r«�:'J11a�(•J(:)isGItHLTTyjM'iMa. a•)1E:AaA �•.:«�t:;a:!r:ll t�ii)"�ilil�/'`•7(ri±Ift•'�t 'rx •_•>•�. ■ .:R«•:,r«:Iala•11L1Q�1�11:Xr• �,laa ri3aft� lax, ' « ..:a"•. __ t��'II/E311•[;:I �: r�! l VAW WEST17110D, P.E. FL AA PE. /41M95 NIORIN CANX M PE. J14363Y THIS DOOR MEETS OR O(Ca THE DESIGN -j THIS DOOR MEM OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW 1-1/4' WIDE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING �� ON 16' WIDE DOORS. EXCEM (0) STRAPS ON 2NO (LOCK) ACCORDING TO THE 2001 FLORIDA BALDING CODE 98 FOR THE FOLLOWING SECTION (SEE INSIDE ELEVATION). EACH STRAAPCREWS MOATTACt#D CODE (ASCE7�)98 FOR THE FOLLONIZ ) 1 2' WIDTH IN . WITH (3) 1/4'x3 4' SELF REIN TO -��U• WSOY�OFS.WWII IN BLILDNCS END Z70NE. Eiq 3) LHSE ACTOR OF TAIL 4 ANY SCREWS TO ONE SCREW TO C 3 FACTOR OF 1.0, 4 ANY ROOF SLOPE WIND SPEED MPH S 11D 120 i i 130 _13 CA. CALV. STEEL BOTTOM BRACKET. WINO SPEED S t30 I40 1 ISO EXPOSURE LEVEL B or C B C B ATTACHED WITH (2) /14x5/8- SHEET METAL SCREWS. EXPOSURE AB L C B C B MEAN ROOF HEIGHT1 30' 1 30' 1 15' 30' ALUMINUM EXTRUSION h VNYL WEATHERSTRIP. MEAN ROOF HEIGHT 30' 30' 1 15' ' O•P% bA*V ft"xdx 0-" y N Wgkft R—.4. The w w gwrhrds dopkUd hw*W arso a ft wM wto Cd co Bn any Haftcut its . pe�rm4wn. I�odJoed ' any 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 DRAWIINGS ARE SIGNED IN BLUE INK WITH A RAISED SEA_ (EMBOSS). Z O o O > w N J Q a w O Z !� 2 vs0 O z Q � $ • �--1 g a SHEET NO. CAULK BE1 WM Yt100D33UGt< MASON)ZY OPENING. BY. OTNIIS INSTALLATION ANC M sHowiy�la TAPCO �. CA.LKX BETWEEN rWrmoW FtA►GE — WOOD BUCK ONE BY WOOD. BUCK BY-OtP , BY OTHERS CAULK BETWEEN WINDdw FLANGE & WOOD BUCK PptIMETER CAU BY OTHER &FLAN W WAIME I EXTERIO VANDOW HEIGHT FLANGE 1 SILL PERIMETER HY OTHER: J D � PRE CAST SILL BY OTHERS SECTION 1 SHOW . _. d Ell 1/4' Sl& SPACE MAX: I FLANGE TYPE "DOW FRAME JAM& Q PERIMETER CAULK — BY 'OMERS EXTERIOR SECTION 2 CA" BETWEEN WOOD SUCK WINDOW HEIGHT CAULK BETWEEN WINDOW FLANGE do PRE CAST SILL WITH VULKEM 116 ADHESIVE CAULK 'OR APPROVED EQUAL i t//v MIN - EMBEDMENT SHJI AS RE". (SEE NOTES) 2V O.C, MAt WNDOW WIDTH ELEVATION VIEWED FROM. EXTERIOR INSTALLATION ANCHOR 3/18' DIA. TAPCON SHOWN BY WOOD BY "OTHER ' S t41iO"158 /t%I0'ttW0NTAL %OING W_=.'*lA8M;C0 ARA1n±E ANM$S & #tCHOR O]lANM C(4AJtT ASTtd 81300 VIANDOW' .517_ES NtN�Ft2 ()E $ SCREW NUkl9l7i'OF Mr f fiAPCOblS 130 MPK. PARTIALLY Tax (INC FIES) DESIGN PRESSUR1t KQ•Qr IN FRAME REWD, IN, FRAME CAP-gp11" IN PSF 1" MINIMUM EMBEDMENT t 1 4" kiI'IMUM EM9EDMEPIT E`NCLOaED $UiLD1N"G, II1DifT1liFtw#iT HEAD SAT EACH JAM85 HEAD AT EACH JAMbS GLASS SIZE OP Lot t1EZTAja 24 x 12 ri-80 _ 2 -2 2 2 2 93/4"x 7 5)8 .. —80 ( 24 >4 24 -80 2 2 2 2 2 2 9 3Jt 4 19.t" =80 (Sam 24 x 36 -80 2. 2 2 2- 2 2 94/4-4-310 24 x2 —80 2' 2 2 2 2 2 9 3/4 y 37 9(B 80 %$ 24 x 46, -00 2 2 2 2 2 2 9 3/4 x 43;5/0 -70- '$S8 24 x 55 =80 2 2 2 2 2 2 9 3/4 w,50, —70 36 x 12 —80 2" 2 2 2 2 2 5 3/4 x 7 5A8 —80 (5S8 36 x. 24 -80 2 2 2 2 2 :2 3/4 %19.0 -80 (586! 36 ,x 36 —80 2 2 2 2 2 2 15 3/4,'x 31 A# —50 (5se 36 x 42 —80' 2' 2 2 21 2 2 15 3/4 xM, 5/8 50 36 x 0, —76 2 2 2 2 Z 2 15 3/4 x 43 5/8 50 bS6 36 x 55 —64 . 2 2 2 2 2 2 3/4 50 5 :50 DSB 48 x 12 —80 2 2 2 2 2 2 Z. 3/4 x 7 51t —60 (8S8 48 x 24 —80 2 2 2 2 2 2 2t-3/4 x r35/8 —70 (SSQ 48 x 36 —80 2 2 2 2 2 2 21 3A x 31$18 —50 (SSA 48 x 42 —74 3 3, 2 2 2 2 21 3/4 % 37 51`8 —:50 (DS6 48 x 48 —62 2 2 2 2 2 2 213/4 x 43 5/8 —50 48 x 55 —52 2 -2 2 2 2 2 21 3/4 z 5D 5/8 —50 3 ,161 60 x 12 -80 2 2 2 2 2 2 27 3/4 x 7 5/8 —80 (SSB 60 x 24 —80 2 2 2 2 2 2 v 314 x t9 5/6 —55 (SS6 60 x 36 —80 3` 3 2 3 3 2 27 3/4 >< 31 5/8 —55 (DSe 60 x 42 -6b 3 3 2 3 3 2 27 3/4 x 37 5/8 — 47 .(USE 60 x 48 —54 3 3 2 2 2 2 27 3/4 x 43 5 —55 (3/16 60 x 55 —44 2 2 2 2 2 1 2 27 3/4 x %5f>! —55 3 16 72 x 12 —80 2 2 2 2 2 2 33 3/4" x 7 5/tl . —80 (SSE 72 x 24 —80 3 3 2 3 3 2 33 3A4 x 19 5/8 —49 (SSE 72 x 36 —80 4 4 2 4 4 2 W 3/4" x 31 5/8 —50 (I)SE 72 x 42 —61 3 3 2 3 3 2 33 3/4 x 37 5,M 50 3/16 72 x 48 —49 3 3 2 3 3 2 0 V4 x 43 6/8 —50 �3/16 72 x 55 —40 3 3 2 3 3 2 33 3/4 x 50 5/8 —50(3 16 GENERAL a. I)' SSW AS REGIIREA ADJACENT TO :EACHANOiOR NTH LOAD Salµ MAX 2) .INSTALLATION Ay,OWA61lc strM $TACK'TO 1/#e wlNgbw FtwaE MA1dDAt=AttiNIMJM ALLOY 6063 3) CAULK BEHIND WIN" fLANCE AT WAD *0 JAMBS_9 L.MUST BE ATTZC ft TO T4 WtiSM,M IM VULM4 116 ,ADWSk CAUILK OR APPROVED EOUAL 44) CAULK PI3gMEIM SEN: A iOftl-EK!,<: M OF VANDOW PS:AN6[ . 5) OffiCN.Pf tR6 !TMM ARE BASED ON M LL)ON CAPAOTY fXVLY. DE 4 pRt�URES •FOR 4XASS MUST PER.ASTM -E1J00-GLASS 01AR'f AND IC SMALL P VALUE-OIST WE JUSED FMDMGN. 6) VW*' WATER REWTANCE TEST;RSOUFatil�T GF i5x OF DESK�4:lOAD A 's', POS m DESIGN LOADS VALL E'LWIE D' 16 40:0 PSF ME 70 WATER TEST PRESSURE OF 6G0 PSF A*WVED 1M TML 7) cr i kdF10 iT # 0OW ASE" S'SIM EVE s • 1H Thep sltiu NO Haut 24. QC UPOOON AI CRM 10'P 1e, EMBEDMBw 3 1G 0 S(WF1�NT 1ENGIH A /M 1D . : Tom S w. , W:04ART, *Tw2W' d:e 9) CTEA=Sr mom Um IN. ANCHOR ClWt USE ANCHOR COANUTY IMED Wth NEXT- LAMM SIZE colp y d Tit, I 001 N Dosby RL • CworA% Tl 75008 a t1.0= kx:819M Dads. TX I= ASSEMBLY DKAWNG SERIES 1480/1580/1590 HORIZONTAL SLICER WINDOW DRN, CHKO SOAK AR IP N/A REV: DATE DRWG NAVE 03/31/05 12/0S/03 B INSTALLATION 14F SHEET NO. w 1 SHEATHING BY OTHER - INSTAL:A ION ANCHOR PERIMETER CAULK BY OZt IER FIN TIPE WINDOW FRAME HEADER - EXTERIOR PERIMETER CAULK — BY OTHER INSTALATION ANCHOR SHEATHING BY OTHER — CAULK BETWEN MIN do SHEATING 1' MIN' EMBEDMENT FIN TYPE FR E EMBEDMENT SECTION 1 WINDOW WIDHT EXTERIOR SECTION 24" O.C. MAX.(TYP). WINDOW HGT. SHIM F REQ'P CAULK BETVYEEN WINDOW FIN & SHEATjNG' 2_.x. BY t3 . Rr CAULK 'BETWEEN SI�EATHIN i & `CAULK WINDOW WDH, SHEATHING BY OTHERS EQUALLY SPACE MCHOR5 (TYP ) ELEVATION VIEWED FROM EXTERIOR 6" MAX'.(TYP) ON E1300 16' x28 XX: __ '- - - - - - 1.6.xT2 l/4 -$O.- 'l�J 1s:. i j6 108 109 2 2 2- 2 2. 3- 16,.i16 1/4 -80t (SSB). I& x 48 6. 83 2 2 3 2 2 3 16 r 2t 1/4 -80 SSB a ,x 5 _- -_ - - - - ,s x 1!a —703 i 8 x -60 63 63 2 2 3 2 2 3 16 x 2t 1/1 -60 {SS9) 18' x 72 50 50 2 2 3 2 2' 3- 16 x 341/4 -40 '.(SSB) 24 x 28 _� __ - -r 22 x it 1# -80' (SSB) 24 x 36 86 Be 2 2 2 2 2 3 i2 r* 1/.4 -80 (SSB) 24 x 40 73 73 2 2 3 ? 2 4 2 x g>1 -70 SSt3 24 x 52 -- -- - - - - - - It x 2VI/4 -60 (SSe) 24 x 60 59 59 2 2 3 3 3 4: 22 0111., 4 -50 (SSB). 24 x 72 48 48 2 2 3 1 2 2 4 22 x Ar Ifs -60 (SS6) 32 x 28 -_ __ ., - - - - - N x t21/4 -60 (SSB)' 32 x 36 57 57 2 2 2 2 2 2 30 x w fA 40 '(SS8) 32 x 48 52 52 2 2 3 2 2 3 30122:114 30; ((SSB))! 33 x 52 — - - - - - - - 30 t X 1/4 -65. (PSB) 32 x 60 46 46 2 2 3 2 2 4 30 t - 3 IA -65': (DSR)i 32 x 72 40 40 2 2 3 2 2 4 30:341/4 -50: (DSB) 36 x 28 - - - - - - - - SAx 13 1/4 -60 (S$B) 36 x 30 52 52 2 2 2 2 2 2 34 x 161/# -60 (SSB) 36 x 48 49 49 2 2 3 2 2 3 34 x 2L i/{ _50 SSB)) 36 x 52 __ __ _ - - - - -• 34 r 91/4 -65 (DSB) 36 x 60 43 43 2 2 3 2 2 4 34 x 291/4 -65 (DSB) 36 x 72 40 40 2 2 3 2 2 4 34 t 41 1/4 -50 (DSB) 44 x 28 -- -- - - - - - - 42 r 12 1/4 -60 (SSB) 44 x 36 41 41 3 3 2 2 2 2 42 t i6 1/4 -60 (SS8) 44 x 48 40 40 3 2 3 3 3 3 42 v 22'1/} -50 (Sw) 44 x 52 -- -- - - - - - - 42 x 241/1 -65 (DSB) 44 x 60 40 40 3 3 3 3 3 4 42 x 29 1/4 -65 (DSB) 44 x 72 40. 40 3 _ 3 3 _ 3 3 5 42, 3t 1A -50 (DS9)i 48 x 28 -_ -- - - - - 46 r 1T 1/4 -80 (DSB) 48 x 36 40 40 3 3 2 3 3 2 46 t t6 1/i -50 (DSB) 48 x 48 40 40 3 3 3 3 3 3 46,t 221/4 -70 (3/16" 48 x 52 __ __ - - - - - 46 r 24, 1/4 -70',(3ji6'. 48 x 60 40 40 3 3 3 3 3 4 46 r 231/4 -60 48 x 72 40 403 3 3 3 3 5 46 t 3k t/4 —60 16• 53 x 72 40 40 3 3 1 4 4 4 7 51 x 34 1/4 —50 (3/16° CEN€RAL NOTES1 I 1) SHIM IF REOIHREO FOR LEVELING. 2) WINDOW FRAME MATERIAL ALLOY 9663' 3 CAULK BEHIND WINDOW FIN AT HEAD, ,SILL do JAMBS. 4) CAULK FOR PERIMETER SEAL ARMW EXTERIOR OF WNDOW FLANM 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS:. OF ASTM' E13W GLASS CHART, SINGLE GLAZING, IS SHOW INSIIE.A*G CLASS IS 'ALSO .QVAUF1Ep . 6) 1�ri4.0�.. WATER 4tE51STAMCE TEST REOUAWENT OF 15% OF DESIGN L�APPUES, POWK �M1 6ESIGN tPADS''1WLL 8E'L{MM TO 40:b PSF DUE TO WATER TEST P RE -OF 8.0PSF ACNENM IN 'MST. 7) 1NSTALLATI.M. FIN FRAME WINDOW "IN WOPD,FRAME"OPENIN(;*fT TWO BY WOW STUDS CK UK RAILS OR,#8 SCREW OF SUPFIMT LENdlk TO 1300VOE.tilNX EMBEDMENT u St a) IF EXACT WINDOW SIZE 15 NOT USTETI IN ANCHOR.CHART . USE AN04OR,.QUANTITY LISTED 1001 N. Crory Ad. • CotW lo% TX 75M • PAS Sox $19022 -Oat^ T,x 75381 ASSEMBLY DRAWING SERIES 1100/t 900/1970 SNGLE HUNG WN-00W AR Ip I N/A ;1mffR DATE DIE NUMBER 12/11 /03 B INSTALATION 1100 SHEET NO. W2 9 COMPARATIVE ANALLx(SIS & TAPCON ANCHOR CHART ASCU 2 X 46W eY nTt Rs W NDOW DESN -PRES9M NO.' OF $ wo RLWH -OF .090'DIkUL CAUNJt N3i TYJIF N -SIZE.. INCHES : d ACITY IN PSF. ` D (N fRAsr� NEQb IN.F$At�r115 �pia4n_ FtE+l .TYPE' WfNDOW PIN .dt. SlY_ 41 0 IE9STA110EVANDOW FRAME SHEAfikIINt; 18 x'28 XX: - -. - - - - �-M (558) JAMB lax 3B 104: 109 2 2 2 2 2 3 --60 4CAA! IC BETWEEN FIN 18 x 4w 83 83 2 2 3 2 2 3 -80SHEATHING 18' k 52 -- - - - - - - -70 �558 do SHEAVING Ai" 4YN.- 1$ x 60 63 .63 2 2 3 2 2 3 1 tft 4/4, -60, ($cS8) BY OTHER EMBEDMENT 18 x 72 '5@ 50: 2 2 3 2 2 3 16131 i/4. -49 0w) J" MIN; 24 x 28 -- - - - 22112,1/4 IN5TAI.ATION I EMBEDMENT 244 x 36 2 2, 2 22 3 42 x 16 1/4 -80 0%) ANGti(Xt' 24 x 48: 73 73 2 2` 3 2 2 4 22122 1J4 -70 (SSB SHEATHING 24 x 52 --- - 221241/4 - BY OTHERS 24 1r 50 54 59 2 2 3 2 7 4 22 x 211/4 -50 (SSB} 24. x 72 48 49. 2 2 3 2 2 4 2213E 1/4 -60, (S38) 32 x 28 -- -- - - - - - 301121/4 -60 (SSB) CAULK PERIMETER OTHER WINDOW IMDHT —� �� INSTALATION 32:- 36 57 57 2 2 2 2 2 2 %116 t/4 -60 (5§8) ANCHOR 32 x 48- 52, 52. 2 2Z 3 2 2 3 30 s 21-1/4 -50 . 32 x 52 -- - - - - - - - 36 1 24-1/4 -65 M) EXTERIOR PERIMETER CAULK, 32 x 60 46 46 1 2 2 3 2 2 4 30x3114 -85 (DSS) FIN TIPE BY' OTHER 32 x 72' 40 40 2 1 2 3 1 2 1 2 4 3G.x:34 J 4 -5Q (DSB) WINDOW' 36 x 28 - - - - - - - 34 1 Q 1/4 -60 (S$8) FRAME HEADER WINDOW 30 x .36. 52 52 2 2 2 2 2 2 34 x i6 1/4 -60 (558) 1,ljpl{. 36 x 48. 49 49 2 2 3 2 2 3 34:22 1/4 -56 (SSB - 36 x 52 - -- 34:24 1/4 -65 (USB) 36 x 60 43 41 2 2: 3 2 2 4 3412d 1/4 -65 (DSB) 36 x 72 44 4 2 2 3 2 2 4 311 X 1/4 -50 (DSB) 44 x 28 -- -- - - - - - - 42112 1/4. -6.0 (�). 44 x 36 41 41 3 3 2 2 2 2 42116 1/4 -60 (SSB): iMNDOW 44 x 48 40 40 3 2 3 3 3 3 42 x 22 1/4 -50 (SSB) HEIGHT / 44 x 52 -- -- - - - - - - 42 x 24 1/4 -65 (DSB). EXTERIOR 44 x. 60 4Q 40 3 3 3 3 3 4 421281/4 -05 (DSB) FIN TYPE 44 x 72 40 40 3 '3 3 3 3 5 42 x 34 1/4 -50 (DSB) WINDOW 48 x 28, -- -- - - - - - - 46.x12IA. -80 (DSB) FRAME SILL 24" O:C- 48 x 36: 40 40 3 3 2 3 3 2 46116 1/4 -50 (ow) MAX.(TYP). / 48 x:48 40 40 3 3 3 3 3 3 461221/4 -70 (3/16" f 48 :x 52 46 x 2{ 1/4 -74 (3/j$ 48 x 60 4,0 40 3 3. 3 3 3 4 46 x 2R 1/4 -60 (3/#6' 48 x 72' 40 3 3 3 3 3 5 �-x 3F 1/4 -60 3 16` WNDOW 53 x 72 40 40 3 3 4 4 4 7 $I s N I/4 -50 (3/16' HGT, GENERAL N07ES 10 EQUALLY SPACE 1) SFgM IF REOV: FOR LEVELING. ANCHORS (TYP.) 2 WINDOW FRAME A4ATERIAL ALLOY 6063 PERIMETER CALiLK� 3 CAULK 'BE IND WNDOW FIN AT HEAD .SILL ,& JA14B& BY OTHER < 4) CAULK FOR PER►METt7i SM AROUKD EXTERIOR .OF WINDOW FLANGE. SHIM IF REaD 5) GLASS THKACNESS.MAY VARY,Ptk THE, REUJRpiENTS Ol" ASTM E1300 GLASS CHART. SINGLE GLA2INC, sT SH( , INSULATING GLASS is, ALSO QUALIi7ED INSTALATItkt 6) W14M W,AlE12 RE5ISTAT(CE TEST:REQUIREMENT OF IS% OF OESM WAD APPLIES. POSITIVE DESO LOADS VMLL BE UMITE73 TO 40LO PSF DUE TO WATER TEST PRESSURE OF 6.0 FSF ANCHOR CAULK BETWEEN ACRE;6 44 Tf YNND.OY4 FJN &7) INSTALLA*ft fW FRAME VNI Ml IN WOOD FRAME OPENING N4riT TWO BY WOOD ' STUDS 41S*G .090 i*L %k NAILS OR J8 SCREW OF' SUFFICXJff LENGTH M PR6ADE MW.1' EUKDMENT SHEAVNG, 8) IF VWT iMD1DOW'SIZE J5 NOT LISTED 0 ANCHOR CHART . USE ANCHOR QUANTITY LISTED WITH NEX* LARGER S►o- 6" MAX(VP) SHEATHING 0 o 0 o Y-LA JOB, #0,4-222 BY oTHER. I' 'MIN. L T YOOSEI+ LAVY-i P.E. � EMBEAIAENT 6"ti4i4X (TYP): fiAW5t7LTMiG ENdNEER 9560 FOREST LAND SLATE 1t18 1 t' TL Cro* 1W. - Canon+ iX 75806 • P,O:.801 8? 9022 rDards lx 701. SECTION ELEVATION DMIAS.TE" =43 r_ (z14)34o-on4s F:(214)340-0067 ASSEMBLY DRAWING VIEWED FROM EXTERIOR SMES 1100/1900/1970 FE & HE S114QL HUNG WNDOW I ORN. CHKO SCALE. AR IP N/A 1 ALLOY TEMPER DATE DIE NUMBER 5, 25/04 iBI 14STAUTION 1100 SHEET NO. W3 r- BY OTHERS SAS" SnLE aM \-2934 M11i64A1 MtJLLiON H)Ctedbir 191D .M1B POWS R, Cwtk HaNzontm � CA" - BY SECTION s tsn BYoit" 11 �CAULK -OP" FIN \V-1930.HEAD f _JI ` PUNMEIdt CAULK 1907 FIXED RAC.. 11Y 011E" -2959-LACKRAk vertkAl $ACttOn ' l ,;Z-29M Bo1T0M SECTION 1 WINDOW WDH. 2 M11DOW EQUALLY SPACE GT0. ANCHORS (TYP.) 6' MAX.(TYP) 1-00 --� �-6%4AX.(TYP), ELEVATION VIEWED FROM EXTERIOR SAM _1 KOM 1ni wr goo: ut. spa l+ull. 6 m ao I Tt ° E1300 -. - -1,1)00A - iRwar�1_ i6 salere- tipM6E1t K9' at1 aM� = 130 YP , F' _. Y aiac gElailRdo a T76%16' teouwm r1 IR►le OE$113iPtEsslRb 1pWAClT 1w1d6A1'teieEWR1tT t-t' t«i0e0MDt7 ENCLOSED BUTLDW 1M611i/ A71i/�It T F.A>H OF, LOAD ifE1cHT �� � :1Awa � Skt. .Md1B . GLASS SIZE RESISTANCE .316 x 36- -80 2 2. Z 6. 6 '4 icicle 1 -C --60 (TSB) '36•X K -.-60 3 3 2 7 7 ; 1B,K 79'1/A - -60 (S5a) 3a X 44. -86 3 3 d 7 7 S - 16 x 22'1/4 -80 9& X 52 -m 3 3 2: .a. a 5 IS-x 24 1/4 -70 30 if 40, _Ac 3 & 2' a 8 6 If X 78 1/4 -eQ .(We) 36 X 72' __70 3 3 S. 10 10 6, it. 341 4 -56 49 x 36 00 3 _ 3 1a OF 4 22 r 16 1/4 . _80 _-(M) 48 X 44 l0 $ 3 3 9 ➢ 5 T2 r i9_t/1 -80 (SS9) 46 X 46 -80. 4 4• lt) icS 6 12 c 221/4 -90 tS%) 48 X 52 __w 4 4 3 to 16, 7 22 x 2+ t/4 -70 (S58) 44 X 60 "A' ♦ 4. 3 11 It a 22,c2$ 1/4 -60 (TSB) 46 X 72 _41: 4 4 .3' 10 to 6. 27._c.34-A 4 -30 S58 36 x 36. -..0 a 3 2 9 9 4 26 r 16:1/4 -60 SSB ." X 44•. -DQ. 4 + 2 11 I4• 6 20 x 19 1^ -70 (SSB) 59 X 44 -10 4 4 3 12 12 7 29 a 22 1 /.4 .-70 <M) 56 X 52'- -8(I: 4 4 3. 12 t2 7 2D a 2t 1/4 -60 (SO) 58 X 96 -a 4• 4 3 17 12 6 28 6 28 1/4 -50 (SS8) t1' x 12 . -53 4 4- 3 It 17 6 26 c-:34 114. -50 058) 60 X 30: -60 4 4 2 to t0 5 2D X 18 i ; -60 558 60 X 44 -60 4 - 4 Z 12. t2 6 28 x 19 1/4 -60 (SSO) 60 X 46. -to 5 5 3• S3 13' 7 28 c 22.1/4 -30 60 :X 52 -79 5 5 3 13. 13; 6 24 v 24 t/4 .(WS) -50 (ISO) 60 X 60 -65' 4 4 3 12 12 8 28,x 28 t/4 -50 (058) 60 X 72` -52 4 4. _ 3'_ $1_ 11 6 25 c 34 1/4 -50 (OW) 66 X 36- -80, 4 4 ..2. - 12- 12 S 31 4 16-1/4 _r (TSB Af X 44 =T7 5 3 -2- 13. 13 6 31 a 4IA -60 (5SB) 0940 --74 5 0 3 t3 0 7 31 z 22 1/4 -50 .(SM) 66 x 52 -72 5 5 3 14 14 7 31 x 24 1/4 -50 (SSB) -66:X 60'. -41 S 6 3 13' 13 a 31 x 26 1/4 -50 (RSB) .6c X 72 --48 4 4 -3 12 12. 6 31 x 34 1/-50 (OSB) 72 x 36'. -77 4 4 2 13 13 5 34 x 16 1/4 -70 MW) 72 X 44 -6a, 5 5 2 13 13; 6 34 r 19 1/4 -60 (M)72 X 46 -5.5 S 5 �2 13 13. 6 34 x 22. 1/4 -60 (OSB) 72,X 52 -63 5 S 3 is I3 7 34 F 24 1/4 -60 (D98) 72 X W =56- 5 6; .3. - 14 14 D 34 r 28 1/4 -SD (068) -T2X 72 : -45 4 4 3 12 12 8 34 t 34 1 a -45 (D59 66 X 36 -99 4 4 2 13 13 4 42 -is 1/4 -50 (DSB) .38.X 44 +52 4 4 2 13 t3 5 42 r 19 1/4 -47 (DSB) 88. X 44 -4B 4 4 .2 M 13 5 42 x 22 1/4 -46 (M) .as X 62 -47 5 5: 2 13 i3 3 42 x 24 1/4 -70 :(3/161 w X w -43 5 5 2 13 t3 6 42 r 28 1/4 -70 (3/1C). 88 X 72... -40• ... 5 6 3 _... 14-.. .. 14 6 82 x 34 1/4 4 -: - {3 61. GENERAL NOTES: 1) SHIM AS REED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHIM MAX.. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL ALLOY DOW.. 3) USE CAULK BEHIND MNDOW FIN AT HEAD., SILL. At JAMBS. 4) :USE CAULK FOR PERIMETER SEAL AROUND EXTERICA OF WNDOW FLANGE. 5)<DESIGN PRESS{E5;-S1(OWN .ARE BAKED ON MULLION CAPACITY ONLY. DESIGN PRESSURES FOR GLASS THICKNESS; MUST BE DETERMINED PEft ASTM'E130I) CLASS CHA)tT AND THE SAiALLER VALUE MUST BE USED FOR DESIGN. 6) WHO WATER RESISTANCE TEST REAUIREMENT OF 15X ;DF DESIGN LOAD APPLIES, POSITIVE DESICIN LOADS WILL BE LIMITED TO 400 PSF DUH TO 1WArT" TEST PRESSURE OF 6:0 PSF AcFREVED IN TEST. 7) 015t'ALLA1ION: FIN FRAME VAN." W SPRUCE CWE FIR (SP* WWD FRAME OPENING WITH TWO BY WOOD STUDS, USING 04WO MAAS.OR ¢8 SCREW OF SUFFICIENT LENGTH TO PROVIDE MINIMUM EMBEDMENT WTO`'SUBSTRATE AS SHOWN ,ABOVE IN TABLES, 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANG14OR QUANTITY LISTED WM NEXT- LARGER SIZE. SHEET NO. W4 SHIM A&'REO'A: (SEE NEST#` ONEBY WMi7C1b . BUCK BY OTHER INSTAW.ATIOR ANCHOR. CAULIe BETWEEN CAULK BETWEIiH WAND4W FLAt� 1. WOOD BUCK WOOD BUCK & MASONRY OPENINFa QY PTAERS il . 4 1 1 /44 MIN. ENAEDMENT Q PERIMIR CAULK BYO_ WFRA1dE— EXTERIOR FLANGE PERIMETER BY .OTHER PRECAST SILL BY OTHERS -SEC TI QN 1 BUCK HEIGHT 4 Q CAULK BETWEEN WINDOW FLANGE & PRE Zk T -SILL WITH" VULkEM 1W6 ADitSIvt CAULK OR APPROVED EQUAL - BUCK WIDTH — FLANGE.TYPE JAMBFRAME JAMB PERIMETER CAULK---f 1 BY (STk4ERS WM)OYV WIDTH EXTERIOR CAULK BETWEEN WINDOW FLAkCE . WOOD BUCK SECTION 2 WINDOW WDH. WNDOW HGT. GENERAL NOTES,: i') SEAM , AS REQ'U. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. AL.LO A$LE SHIM STACK, TO BE II 2 WINDOW FRAME MATERIAL ALUMMM ALLOY 6063 3) CAULK BEHIND YANDOW FLANGE AT HEAD 'AND JAMBS;SILL MUST BE ATTACHED. TO THE SUBSTRATE IMTH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULKIM 176 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTERER'S RECOMMENDATION 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS: THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. INSTALLATION ANCHOR CAULK. BETWEEN WOOD BUCK & MASONRY OPENING BY 07MRS C ELEVATION MEWED FROM EXTERIOR COMPARATIVE ANALYSIS & TAPCORtOCAIl CHARTASTM E130Q GALL wr►tlDow uESc ('PRESSURE TAPCOH Allt�EiR nar 1 `i�P SIZE SIZE (FICHES) CAPACITY MI PSF' LOi:; 74, N wss DP LOAD 12 19 ve _. 26. .. -2w A,C 1= O.HJ lvlj4 4III -80: 13 IR 1/4 x 38,3/8 : 193 A.1: F;01 160,000 ,(s�se) -50 (5S8) 14 : 19 1%8 x 50 3%6 - ' 164 A69 F.1:,HJ 161/6 r T31/16 -E0 1444 19 1/5 x 5} 6/8 -150 A G O,N� K 1/1 t 25 9% -70' 14{5 - 19 1/b x-55 S.fD -147 A.0 F AIJ si 1/4423:ItA 49'. (S'S8) . 15 19 1 %6 x 63 432 A;C C Fyf.G,fit 161/t:20 SA -53, (S58); . 19 19 1/8 -x 4z . -114 A.0 O.E i.0J4J I9 33 3A -53 0S 17 1 19 1 ,x S+ -104 A.0 O.F: GHa 161/! t 39 -50 " *2 26 1/2 x 26 -14 [SC r.0J 1/2t:tl;3%1 -l)a (SS8) 1H3 26 1/2 x 38 3/8 -100 %yC F.C.H.( ?)1A tris 15/% -80 (558) IN4 26 1/2 :x 50..5/8 -107 AC, FO,HJ 21i/2s43tf19 -80 j556 1114+4- 26 1/2 -x 54.6/8' -100 A' - F-0 wl 131/Lt 231/K -70 (556� 1K4+S 25 1/2 x SS 5/8: -100 A;C: Fl"j 231/J425*/1$ .-10 (558) iH5 26 1/2 :x 63- -91 AF : ; F:aMJ is 1At s Si/1 35 (S98) 1N6 28 T/2-: x 72 -79. AC-' .1 GHJ X 1/2 w X.3/1_ -55: (OSB). 2H7 . 26 1 a 84 -64` A G FaHJ 0IA' It 3/4 -5p 3w 30 1/2 x 28 -113 ABC F6,HJ 211/21 M 3A -60 (SS81 30x3 30 1/1 x 36 3/9 -SBA A.C. ':F.G.HJ- 21)A ■ 16 F3/f4 -55 300 30 IA, x 50 5/b -78 A,C FOJL1' ti 1/2a 231/u -50 SSB) 301t4+4: 30 1/2 :x 54 5/8 --77 A.C. f aNJ 771/11251/4 -41 SSB} 3ox4+5 30 1/2- x 55 5/8 -76 A.0 . F.G.RJ tT 1%1128 5/M -49 (SSB) 304 3O 1/2 x 63 -76 A.0 'FG%K1. T1 to 4 217(4 -5p' 3" 30 1/2 x 72. -71 A.0 F,aHJ 2T IA r 33 3/4 -50 {p58) 3Ox7 1 301 x 84 --59 TIC F.GX 91/243313/4 -42: (pg6) 22 37'X 26 -89 xar FAHJ 34i163/4 -80 (ma) i 23 37 X 38 3/6 -6'7 A,C F."J x x" -55 (ice) 24 37 X 00.5/41 -57 A.0 F,aHJ 34 t a -S0 ) 24+4 37 x 54 5/8 -55 KC 1 ;G.HJ 31 a 251/NE -4D) 2445 37 X 55 5/8 -55 kt F,G.HJ 34 , 25" -42 ($So) 25 37 X 63 -53 A;C F.G.H.1 31%291/4 -56 os8) (pyg) 26 37 X .7!2 -52 A;C FG,HJ 34 t 0 3/4 -5p 27 37. X- 84 -52 A.0 F,G.H;I 34 z31.3/4 _ -49 (D58 4226 42X.-26 -49 A;C Fj%HJ .9rt03/4 -80 (=)-I 4238 42 X 38.3/5 -40 A.0 F.CHJ 'x WiS/R -55 (SSB) I 4250 42 X 50 5/8 -40 A.0 FaHJ 31 23I/S -50 424+4 42 X 54 5/8 -40 A,C FaHJ 4 % 251/16; -44 424+S 42 X 65. 5/5 -40 A.0 F.01J 3125 9A -44 {SS8) I 4253 42,X 63 40 A C FA HJ 39 r 120 -56 pSg) 4272 fj 42 X 72 -40 AC F.G.WJ 30,133 3/4 40 tSpSBj 4294 1 42 X 84 -40 A,C I F.0.HJ 394 X9 k -49 (t35Q) 4826 48 X 26 -49 AC FOJ1.1 6110 3/4 -0 (556) 48M 48 X 38 3/8 -4o A.C: FC,HJ 45416,15j* -50 (0$B) 4850 48 X 50.5/8 -40 AC FC.HJ 61231/0 -50` (3/ir) 484+4 b x 54 .$/8 -40 Ax F.6.HJ . 6 1151/t6 -50 (3/167 454+5 48 x 55.:5/8 -49 A.0 rA"J 6125 9/K, -50 (3/16-) 4883 46. X 63 4-40. A.0 Fa1L1 45-1. a V4 -45 3/16-) 2 72 -40 A.0 F.G.HJ 46 t 33'3A -45 3 32 53 1/8 x 26 -40' A.0 FGHJ 91/11163/4- -65 (S58) 33 53 //0 x 3er 3/0 -40 P-C F G,HJ SO U6 416;i6 -56, ow) 34 63 1/S.x 50 5/3 -40 A.0 FG.HJ 591Aa231A9! -3O 187 I 34+4 53 1/8 .x 54 5/8 -40 A C_ F.GHJ 60'1/9 a 2S i -50: Viol ' 34*5: ' 3 1/6'1t 55 5/8 -49 A.C. F.aH,I alilo425 VA, -so (3/1r) 35 53 1/8 X 63 -40 /4C F-.C-A3 611/912! i/4 -45 3/16") 36 53 1/8 X 72 -40 kP F.9.HJ �11pi333/4 45 3/76') Lffi:. I: THE Awe,'w PO9TUYE AND NECAnw 57l1UCTwA1. DEsm t0Am Riom ccupAWK i wY.'t it ooE N-7 BiE9t CAPPED BY RESULTS flF WAtER FFRFOR14At4{ TESTING WHM, 1WUFR..RESWMCE- lW REMAR0"T CF 1SX OF PE91GN LOADS APPLIES POSIRUE OESIt:N"LQAGS WLL 9E L:UM . 4Q0 PSFDUC TO 1MATW TEST'PRESSURE OF 2) 9OTALLA116ljt FLANGE FRRAE WNDM. IN CONCRETE OR MASONRY OPEN94GG M 3 6: INA, TAI`CI ANCHCF WUFFICI XT LENGTH TO PROVIM 1AN.1-1J4 84 MMNT Ma S78Si11ATE 3�} AT M1 LbCAlonOR SV.,CN 'CHART,' 41 EXACTWhOW ASW S M.AOT, LISTED W AN ONART. 115E MOM" WANTITYUWW MATH NEXT LARGER SIZE„F0R<THE APPROPWA7E•DE51 _PRESSURE REOIX JL tan-V. *.* k•Sv411 N * 75W6-td Bat a3903 -Offs. U 7SA1 ASSEMBLY DRAWING SERIES 1450/1550/1570 SUHGL6 HUNG WWW CIRN. Crew seat AR IP N/A �r 2/08/03 B I i sujA AT1oN SHEET NO. W5 "SHIM IF REVO Buck ONE BY %OOU MTALLAIM ANCHOR. Tw BUCK BY OTrIER Opt FRAME CAULK BETWEENJAkIB CAULK 8I:T11VEEtI WINDOW MK)0(3 aGCIE do FLANGE do WY?fSB BUCK AY Q�iN RSY -E>f'£MN(3 1 PERIMETER CAULK BY OJHER NA'NM, . £RALtE-I rce=e HFli0E1c EXTERIOR PERIMETER CA4A.K^' i IF REVO; BY OTHERS WINDOW WIDTH EXTERIOR` SECTION 2 MAO�NWBFGE k WOOD BUCK i {� WINDOW WDH. 1 WDH. C ONE BY WOOD ; BUCK 11Y RTHER EMB EDMENT NT SHUN IF READ. Q FLA�iGE TYPE WINDOW FRAME SILL J � K PERIMETER CAULK BY OTHER i "N00W HOT. F G PRE CAST SILLJf � `r v BY 071 6S CAULK BETWEE-N WINDOW FLANGE PRE CAST SILL W H- WLKE91 SECTION 1 116 ADHESIVE CAULK OR APPROVED EEWA H 1 GENERAL NOTES: 1) SHIM It RECIV FOR LEVELING. j 2) WINDOW FRAME MATERIAL ALLOY 6063 . 3)• CAULK BEHIND WINDOW FLANGE AT HEAD 'AND :JA.M13%. .ELEVATION 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW "GE VIEWED FROM EXTERIOR 5) DfSM .PRESSURES SHOWN ARE BASED ON MULUaV CAPACK"(Y ONLY PRESSURE$ FOR GLASS THNC( cs-s MUST BE DETERMINED PER ASTM-1300 GLASS CHART AND THE SMALLER VALUE MUST BE 1)SED FOR DESIGN. 6) WHERE WATER RE%7ANCE TEST REQU$MENT OF 15% OF DESIdN LOAD APPLIES DESIGN LOAD WILT. BE LIMITED . TO 40.00PSF. DUE TO WATER TEST PRESSURE OF 60.0 PSF: ACIi1M Ohl TEST 6) iNSTALLATM: FLANGE FRAME WINDOW IN CONCRETE OR MASOMY OPENS USING'3/16" TAPWNN.ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MINIMUM 1 Ile EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART 8) if EXACT VANDOW SIZE IS NOT LISTED R1 ANCHOR CHART, U-SE ANCHOR QUANTITY LISTED MATH NEXT LARGER SIZE INSTALLATION ANCHOR CAULK- BETWEEN 'WOOD SLICK & MASONRY .OPENING BY OTHERS COINPARATIVE AMALV% I APCQN ANGt OR LOCATION CHART gSllyt EI.3D0 CULL WIN1X1{Rwy DESIGN PRESSURE T1LPOON A@ OO tMATi(N# o `SIZE SIZE IN PSE LOCAnpNS aim T;» SZE dH HEAD t2 W 1/0 x 26 -2.M AC F,GiiJ' 141/I x 163/l, -180` ( ) 15 v 1/4 x 381 -193 AC; FCItl Kt/It1615J8 -80 (5513) 14 To,, V8 x 502)(8 -184 fyC' Ir Iii/1423TJi -$Q; � .. -1'SO' AC- ,F.QJtJ. _I4'Fil[x3S�1/(P 70 sol t2 1/B x 55 4i/11 -147 AC F.OJ1.L B 1/i 4235%14 -70 ( @j 15 t9 1/8 X 43 -132 -116 A.C- AC D F.G►►d O CJ4J N'A *-010 iA -55 ( - 11t 17 !0 m 70 '14 1 i? 84 -104 AC . C 6,F W1J 16 IA C 33 16 0 4 39 31V -SS (9 . -50 (DSB 1112 25 1/2. * 26 -136. AC F 6 NJ 211/t 4,1c 3A, -00: (SS9) 1H3 26 t/2 s 36 3/6. -i09 AC. F.OJIJ n t/t>t 1615/li - (SSB) I N4- 26 1/2 ,x 50 S/9 -tOf AC' f C.Ha: 3! 1/2 x.21 ItA lH4F4 ii 1/2 i 54 5/B: -100 AC F G HJ ?f 1/1 x 25 )At -70: {ss& I 1H414 261/2 x 55 SA -100 Ac. F4:,MJ ZIAx25> -70 {558) 1 H5 26 1/2 x:.63 -9H AC - F.GH.t. U 1/23211/i -55. (sse) LNG 26 1/2 x 72 -7W Ap. F.C.►U 211/)F33d10 -55 (DSB) 1147 2S x 84 --4s AC F.GNJ, 21'A 1.X 3A -50: 30344 30 1/2 x 26 -113 AC FGHJ• V 4%[x 14 3/4 -B0 {538) 30x3: 30 1/2 x 38 316 --8B AC FGHd 171/1.1{ *v -55 {5Sf3) j 30.4. 30 1/'2 x so 6/s -78 AC: FO.HJ. 271/tx?31/Ii -50 isse � � 30.04 30 1A x. 54 5/8 -77 AC F4.HJ- to 1/t x 25.I(tt -49' t 30w4 $ 36 1/2 x 55 6/8 -76: AC 'r:GHJ 'A 4 25 v* -49 (SSB)� }06 30: //2 Y 63 -76 AC - F.%HJ Y71/t x.21 IA _50: (0, 8) - 3" 30 1/2 x 72 -71 AC F.C.N.I 271A x 33 3/4. 6ow? -10: : --50 AC F%110 27IAx'A3A, -48 D58). 22 37 X 26 -89 AC F.G11J 34110 314. -80 (SSB) j 23 37 X 36 3/6 -67 AC FG,HJ 34x *IV* -55. (SSB) I 34 37 X'301 S/8 -57 A;C FGMJ 34 i 231/6 -50 (5 I 24f4 37 X 54 6/8 -55. A C- F.GHJ. 314 251/fi -49. 24}5 37 X 55.5/8 -55 AC FGH.t 31 x 25:1 -49 '130) � 25 37 X 6.3' -53. AC F.G.HJ 3t t 291/4 -50. (DSO). 1 26 37 X 72 ,-.52 A.0 e.6.HJ 34 133 3/4 -50 (Dsb) 27 37 X.:8 - -52 AC F.C.HJ- 34 t 39 �/4 -49 (OW) 4226 42 X 26 -40 AC FC.RJ 31 x 10 3/4 . -80 (Sse) j 4238 42 X 38 3/8 -40 AC F GHJ 31 t tt.WK -55 (S38) i 4250 { 42 X 50 5/8 -40 AC F.G14J 34 ► 231/6 -50 (5S9) 424+4 42 X 54 5/8 -40 AF F."J 31 r 281/11 -49 424+5- 42 X 55 0/8 -40 ftiC F.C.N,1 so a 25V, -49: (SSSB) *263 42 X 43 --40-. AC F.C.H:1 31 x 2! 4 _50- (ow) 4272 42 X 72 -40 AC F.Gkf 31 %313/4 _50 (0-g6 4284 42 X'. 54 -46 AE F.C.HJ 31 x A V4 1 -49 44326 48 X 28 -49 AC F.G.HJ 454103A -65 (5SB) 44338 48 X 38 3/6 -40 AC F.C.Nd 45 : K: um -50 _ (ow) 4850 46 X 50 5/8 -40 A;C FC.HJ 6 t 231/16 -50 {3 j 1 484+4 48 X 54 ;5 /8 -40 AC F.GHJ 45 2 231/s -50 (3,116 484+5 48 7( SS, 5/8 _49 AC F."o 45 x WA -50 (3/167 i1mi 4& X. G3 -40 AC f:0.N1 45129.IA -45 (3/167)1 4457248 X'.7i -40- AC FG.H:I 45x31. 4 --45 3/16') 32 W I/a x 25- --40 AC F'"A 011/it<103/4 --65 (S56) 33 53 1/8' x 38 5/0 -40 AC F.01H.1 56 k4 t v" =50 ("I 34 33 1/0 x 50 8/6 -i0 Ac FO,Nj 561/lil.i71/N -50 (3/16�, J4t4 53 7%8: x 54 5/8 -40 AG FGHJ 611/J1 f 23 t/ii -5D 3% 16' 34r•5 63 IA X' 86 5/8 -q9 AC FGHJ is 1/A x.25 vs -50- OA*) a5 53 1/e: X 63. -40 At FGH 1 i11Jii 21114 -4S (3,AS 38 $3 1 )( 72 4Q' A.C. F.GHJ 401 < 513A -45 AS1 Z011 M. G� R4 : taelaNex >X 79114.PA. 0= tt194t3.0mkk T% 7MM ASSEMBLY DRAWING SERIES 1450/1550/1.570 FE & HE SINGLE ►RING WINDOW CHKO srxe AR IF N/A t 'OIFJV UME DIE Numi-0 05f25/04 a INSTALATION I. SHEET NO. W5 TWO BY MOOD BUCK ANCHOR OR MASONRY 6tY 3/itr EXA. TAPCOk 6` FROM OPENNO! By OTHERS 13-t/r O,C. mAx BY O'i1 2 BY ".4 OR 2 X 8 WOOL BUCK BY OTHERS Q (SET: molt IQ a (Sm NOTES) 4 n STUCCO ­1 BY OTHERS CAULK BY OTHERS OOOR FRAME HEAD a C LA.zwc — (SEE NOTES) CONCRETE I MASONRY C BY OTHERS 06 ANCHOR CREW - 1tY00D SUCK * MASON OPENINO VY ORM WOR HEIGHT' F ) PERIMETER 8Y OTHERS CAULK STUCCO By OTHERS DOOR W401H CAULK OEIVIEEP VOW BUCK & MAS'Y OPENING BY OTHERS INSTALLATION ANCHOR CHART sLt ir mat CALL DOOR TAPsIC wI H JUN r'cc ams 1 SIZE do SIZE IN UP TO 46 PW (11 PSF UP TO 46 PSF 111 FW UP TO UP 74 IOONCRM CONFIGURATION INCHES 46 PV TOW T6 70 45Pg TO GO M70 7O Psi 70's © OR MASOM0 OP PSF•OP PSF DP OP PW OP PSF Of OP Op 5066 xm OX XX 60 X 8O 3 3 3 3 3' 3 4 5 OPE " BY OTIERS 40" XO, OX XX 72 X 5D 4 4 4 4 4 4 4 5 BOGB )A OK 10C 96' X So 5 5 5 5 5 6 4 5 IOM X% OX. XX 120 X 80 6 6 7 6 7 a 4 5 Q 5080 X0, OX XX GO X 96 3 3 3 3 3 3 6 6 GOOD X06 OX XX 72 X 96 .3 3 3 4 4 4 6 6 SOBD XX OX XX 96 X 96 46 4 5 5 5 & 6 6 M By WOO P BUCK AifCHOR 9068 OX0 109 Ssir X 80 6 6 6 6 6 7 4 5 31W OW 12M OXO 15068 OXO 145-3A X 80 t61-3A X 60 7 9 7 10 9 f 1 7 9 9 12 10 14 4 4 5 S �T580 S R OXO 91-•3/4 X 96 5 5 S 6 3 6 5 6 5 7 6 5 6 13-1 " goo OXID OXO /09-3/4 X 96 1445-3p X 96 6 6 g 9 B to 12 6 6 YAX,/8Y OTHERS12080 7 16 6 NSTALLAT10N X SOW )OX -2/0 X Do iO6-II4 X 60 5 5 5 S 0 6 8 5 3 5 8 7 t0 4 4 5 5 ANCHOR 12068 )OX 142-HIjI• X 80 7 7 7 9 4 6 p j6 SCREw 15068 XFX 7W XX 9060 XIX 17"At X 80 66-" X 96 106-0/4 X 96 8 5 5 10 S 5 11 5 9 6 5 12 5 14 3 4 5 5 6 CAULK BETWW 120M WX 12 142-me X 96 17 --• X 96 T 8 11 9 12 10 107 13 IS 6 6 6 101DOID BUCK IA ftBY 12068 OXXO. X)Opc tta-ya X 60 7 7 7 9 4 g MA p� � ISM =((X )0= 192-aA X DO 9 11 12 7 10 1] 15 9 4 5 100180 OXM )O= 120-I,A X 96 6 6 6 D 17 5 6 12M OXXO, XXXX 144-SA X 96 7 T1 9 8 t0 1/ 6 6 i/4' Si1IN SPACE MAXX 2 BY 6 OR 2 X 8 WOOD 1 OXXO Y 192-3 X 96 9 12 14 1 11 14 i7 6 g BUCK BY OTHERS SmnoN 8-0 (SEE NOTE 16) CONCRM • AOR MASONRY 4 ° LBERALLY APPLY t4ULKDNG v V 4 EME�T SLIECHO CLASS NOOK STRIP DOOR A BY OTHERS UNDER SLL OR BED OF CONCRETET SLL IN v 4 A � 4 e SECTION A -A DNSTNAATTON ANCHOR 4 TAPCO14 _ EMBEDMENT 11 � 3,W OUT. I WG 0000 MATMAt- ALLIMMIM ALLOY I 2� TAPCON TYPE NSTAUATON AN04M O SILL MAT 8E OF SOFFX(XNT LENGTH 10 ALIIEVE WK 019EDMEINT OF I YID MASONRY OR CCl4C IE.. PO SCREW MISTALLAIM ANCHORS MUST EKE OF 20TWEN1 LEICIN TO ACHIEVE A MIT. EJI8EDA9EaTT OF iN1O 11lIO BY IKO00 BULTK - AN WINATE TAPCON NSTAt1AIM ANCHORS FRONT TO 9ACX N FRAME SILL, USE CAULK FOR PWAMETW SEAL AROUND DrIWAIOR OF DOOR 3))) / EXACT DOOR SIZE O NOT LISTED N INSTALLATION ANCHOR CURS LOSE ANCHOR aUNfl1Y LISTED WITH NEXT LARM 92E, FM W APPROPRIATE DESIGN PHES9URE REOTL NL FDA POCKET DOOR 9W USE CLOSEST 97PASS COOK SM A COWOURAITON TO FINISHED OPENDIO• NS AA/E0 CLASS SMOMN. SINGLE GLADNG ALSO APPROVED. TEMPERED GLASS DICIOICISS WT VARY Pq REGUWELAFJITS Of A31M C1300 CLASS CHARTS. 9) ALL FACTORY APPLEO ROLES NOT DOMED FOR TAPCON ANCHOR 9"" 9E FILLED WITH !0 SCRICIIS OF SINFICOIT LENGTH 10 PWVIDE LN•L T' EMBEDMENT INTO TOO BY WOOD 8UM 91 JAW# / OIL CORNERS ACE TO K SEALED MTH A SMALL JOINT SEAM SEALER. T.-• 10) s m AS OeWm AT EA SEi OF mTALLAra# ANQIORS M1TH LOAD DEAime 9*L MAX. AuawA01E SKIM STACK TD DE t/+ . ti ALL 9W41AIM ANCHORS MUST THE MACE OF COFRORAOTI RESISTANT MATE MS. 'SIR 'O' GLA--/ �C' 12 METE t F REPRESENTS MOWC PANEL AM RET lfTS FIXED PANEL APPROVED OOWWRATIONS ARE AS LISIEO ON INSTALLATION CHART. (SEE NOTES) 13) NOT ALL OOF91 URONS LISTED AWK AMC SHONIN ON THIS DRAMMG• HOWELE'A NWALLATRON SECTIONS 'A -A'. 's-' ! NOOK SIAIP DETAIL APPLY TO 14TALLATM OF ALL APPROVED GOINiliMAMS, SLlOtNC CLASS 14) MAX ALOMANF SPACING OETIAMO TAPCOH AN04M IN FRAME SI L TO LIE 20 O.C. DOOR INTERLOCK- 13) SOWS 420 W NG CLASS DOOR IS SHOWK THIS PRAT ALSO APPLES TO 430 ! "0 SERIES. if) 20 OR VA WOO OL" TO KSECURE LT FASIENEO TO TRANSOU THE LOAD s0 THE MASONRY, MICIR TE OR OTHER p HOOK S I FL I P DETAIL SiRiCTTAAI SWIRAW. 17) DESIOR PKIE43WW CAPACITY OF P*=JCT TO K SSA PSF. DOOR MADTH A R IT A EXTERIOR ELEVATION �+Ytlti 3 r Y T 2 TI+ BY 0111ERS t_ WOOD A SF IDN40 ��Q' •t,�,"4` � �•♦ HOW DOOR tom. 1001 W. � IIA- Cows&% n 7= -P.L %K 8llW - 0dhx Ix 7WI INSTALLATKIN ANCHOR '� * ` ' c• SERIES 420/430/440 SLICING GLASS DOOR w • TQ� � 3/16' atA TAPCON INSTALLATION DETAIL WITH TWO BY BUCK IN MAStXIRY CRAM BYCHN& IY WAU BB N/A 12 03 02 B GEN-�0027 i OQdI OA1t OM: MA�N1 - �X#444tII1t•1�' -- NQ&AZD V'A FROM= M mmm mw- $no tow— ■w- FAR G. W"m Nw4 rtiwm- jw— s,oa yr aa-aaw rwn v. wew SHEET NO. W6 SVR Lot 4 Block 2 2 9wnw.w.m.rk V6affi&Mwel��� 2 a, • sxrxacrs (AV SENTINEL cm axaxatE• seeexaLMS APPLICATION INSTRUCTIONS Fwa M&H ftttmim Size Shingle: 17 x 36' (305.914rnm) GENERAL INSTRUCTIONS M air Orda iM a m ai bder+d mmeetbrteltMp Props big o P1A'�1A' tttueta.nded donp exd.re edpea et tir eee 9a tYs f>p raamaa ileC e0r4- b ASIK t1°->3'{219330rer) 1P-t3'tY1�3:i9wm) sit[-SeatAonai�wrkmc tll-b1 (1} iT-2.1/7 (t3{Sbrm�r Z i °r awae �� tJnderiayenanC Low tiiope 2rtlt2 t67ars1 d�drbiaeetCtaR tabab ofu sr�tuaeledsNl,o+e AnSwItlaetphlYpseemWaeafiaH+= wrrib rMpltMb 10000 tt= tarn tttrtESr sae° fe�d�N adaah �°p06 YC �v`d urAtoarae"ey«�bMe " xmomma To Fasten: taei esnw m keelYlre xAae Mebi a a aeeed ° °�rwis twined be eaeebd. ur ara Yyer at sAtiie+NsihrtYronrw Uab twtir taw Now ��ppfj fayslertKswtte+sttadedbtsss. ksdrbbadaw. ttiee awn oeenrrgwm«edpe by vowtloaamleM mMe sr (f75kt1Ef must NOiIiC b+e mal ewr+arp tte rdd eQER M S+t (1r1 N tdrY 24' (it6ma) pey�d M Mk! (Bt�+++j beydt+d er bebfe 010 toe. IVIL ar loan d �eb+k acme aro nae mOsefee. till 2 Pra d flY p44m' S t 4'-g.t2 ttYtPtllllANf: rtwa.w(`� o.a It33t65rtrn) FaslerermustNllfiSell--Seal >Yi��t ww.rwrdr �,e,. /eMAMaii Mesta. tw.ma 0w 16+nww Zr � Rxgnhra A Six Nail Fastening Pattern? AN •w„�,e srt+a. enrora�.s Use the dlrEC60f15dbphBwdhthe ftiitowingtttOdifiWliOn: �� x:•�' :le++.esa.uo ���,.�.a � t the laser hero faster" localim+s with how fastwn placerrwits. t--� ', Platte twD fasterters 9" (229rr m) from either end «/-1' (25mmb and place I rrwe,.r)e.auo wr.a+e.m.� , two addi3i0AWWieners 14'(Z6rnm)from either end+/•1'(25mm)- prgam°bn a�iwce�,,,r°'"arM'.�ee�..""' awna.rorw,,.w„a �� iE. s t &U" Cora#wction - a).wdor W b.nr, YaOry 9 1M "C--b- on-O$— Cw 5 C ABC Idy i t� faaVam* Mid W f —119— M sNnpr. and appya earn. "Omto . cwwrrrw rtna+:oanerrswatlpa*b. hlpw,.qM rY re� rtY gw+w+0 wn+atew,e a,Wpr *�omwd,rMv Appry rrea caws eon • ,'.e.ab.r prni,p wa,d A�easw, rm run s sr t+•�nm) • ... r.... � ebew Irt t' trsS++.y ..t ourn.agr _ e't+tn„rq wmows 10 VWI" C..V d ae►-cto..d Cat 6 wrt t ts�vid ttow m wrtiatt crag 16ae emrpes as tCn+pm. wbrll . Nenuoe «ia real � d da Apn a wwY loma0 w" � saes. crew en. VIM be ve n edit we**" r. hot wwba 1. OD not drop bwrees bn sap, oar 9n MA or an other bm cm to S1d, 2. iargM :rMoiy w, easily be brolen io cad wewsw d tller wipes danmped'rna 3 A amrtt4 no be of am A tvi. 1. $Ida a a fAraed. wdud &-wa w mi tenpaature 11M (4a'C.) atom bn tM sdfaoeaaar we wnpm aWr"tba bw t A Piro are to be dame stww. wrom twat to, from wsarbr when aord err pb sft p not emre nr ran Wpee, ndbmm elr din Ai mesa proriaeegqct teen be eeond on eras 5. q alwp3ss are be aPDied �wm mom sae, we aeon No to Wd sherd mar d sn+d an ba eapeoed see tr,d M tabs. UVOMAesr: nrp► M t permit! to asee ! eenlY muck. b 01001" am womm. " ad *win we to I In roe rertfoProle. down dw w�ppsy d bite . aMa d Wd bandeb � i aw �bsar{p ft new shbpl*L be sm pw WNWM 9a,p4a ao+eb a woo tuaad rwtNress inns be dt awp I *vm tD worow ft ftud Oeosarbnr3W(1--0of at tam.pM1 paioaratwabow niauco mWe loft Cm be owr w.,= MM PK&daa bete beat Wwnid pronde n acs�r Ae s+:mo;tr adrau. ?bh bcbdes aRrq btb o10 amrwd A wsm and relmsaed ftubprwwwoo0e0y.�gslrtysnrweded.Wkse"Msmootl,udumto wool III* % rwrasmy, WSWI q0 ie�eyma+t to mai A Chas A+atrq. Iris NO=w ad wws Edam NwW61NtY wet A cap III ew LWEDMpWMrrfY raspb rwnw aw inaa'frnra a. ere teeo,e aw wmw20 OWN tan Q* vjkvws xa wsgwcwr ++H Yea pewrr.ea.a,rw a.9»nryaeN/y err appkm. rWYr swilc 02004 6na 14wrii lbreweaee ENGLSH 1Le01 O O w W Q U � R H = J d a Q z w J 2 0 x 0 Z 0 < o _ U) 3 M L.L. O O •� g O z a Z O ac z O 5 a L > o Z m SHEET NO. R1 SVR Lot 4 Block 2 s ® AMBERUN awlwfDL GM on TMBERUNE TIOBEkswrwoia /wolsa 2 1"sbrtae c«ara Apply aafla,rn asarerer rrsar yr n.lr a.em• r rrrYae�wra rerb.--_ °�• i ell r APPLICATION INSTRUCTIONS Foar Nall Pattern English Size Shingle: 12' x 36-15t16• (305 x 938mm) tr- Ir f3D5-35&W,) -------- 7 iTA& f4 Regeane A Six Nall Fastening Paffem? Use the directions above with the fdlonnng mof�(icaEion: Replace the inner two fastmft locatiol5 with tour fastteang placements. Place two fasteners 8' (203mm) from either end +I- 1'(25mm), and place two additional fasteners 15' (381 mm) from eidw end +/• 1' (25mm). TY bO.9K lK 1Wu•M,M +r+^e•a+w M•+• w n wens r e r P••+ iWe.)!•. rn 7 ippikfdbn oa nrp nai ri0pe etririnplo apply as Mmm To &*&= eYtt- a ft Mall Ddwd= yTNiABH01FJP�►e.P1 teat vim nple mumwe d PWA wp 6 ad We= nmoeda sib dortbU 1hkAmms Fawn In smr mw w as appicaan VwAm Ap* MM mW from P "wev end amdw. 8 ltbi Flashing (Sloped Root to Vortical VFW) sewtd cwree at ft". Trutt C (152mn) ban am as at ft Swr#e.Fo ontMaeagte,n•the>re dab oad t „wnNebps d the vride atbob.lkie roaAe na S (/2Imm} eieeewea�afee rrAh 6A widtlf apace to and Seiee a dale b aboar wvy 6 mmu b dmM pardon agora with IvALkft orrfiht �OnO sl& 8talt ad Aw ale! road fmm r (152am) 9 Chir." Flafrhlap GENERAL 1NSTRUC77ONS ~ to • rAns+�r�iuwsr�►oovEarpucAatowta Far bo►� war rra • i%COItrKx r A6PMALt tet.Aal1C CtllDtf'. iat tM tl ebbple id edMepra hest seabeff b AS(M D19d6 Tyne t a 6. Undwbywowit Sbodrd 2 faueha) or arora Undaelelmtaefb t oe t3gl.2na v12 Awipi"bYrM�Ytwrk ""'ao` `d'nae .a` �a w w�l�a f> D�oYWhW Aimee was a�Yb�ratW AI aw 6rYi�t � u eAFdus* mil oavgB oy stwgb the eMman aeiep kruh axbb�wa rtl+ t ka Muean Write•«`SbrmBa�wd�k Bmferi+babe.wh..lWaaatt»c> ee ,wrZt DoapectKmflaowawdOAFwbhlscaev6ape+tl" (10VW1•atawroa(8etm* 24(m6;6mn t mYaiN lee. i +6Ph� ct6 i pia��eYta4D�icbOe ea aw . tl, Z2, of rp� rv�awe� Aio[4 a AmrOM�sep u,r 5 Ord - (z�'>barr} rmm it iwt afth b ma can. bon cow= warn fd afths wxm br tooc 10 Vaiey Coaaftaw -CWead w NO s nm }Monirst nWod/a.Fkn«eire�eYbkis es�rON ar mat.aaeafdaLe.vaewfxaesee trpewtrt ar+de ntruriar man 6bp3 TYana09mnM ft~ � tbayac seW� arpbi &IAVW . iepw d nit now dr>a dthe 427 t lestb maprrlelwd.rleaeAbiteswi0ealithcoa vrwttw tnd Aedbb��. i, thrro&a should nd be don edge trr %bout dent be east b &*On by troldnp wit nbpe of bunts. 2 SW0ftsanfarayaewGeen bblOwee WGrMWWWdanlpw a hot i m speed na:hk no be of Chu A type. 1 gmr� a. oon W Shaw xid m. sV � per( be�dou�le�mew swrpYe rAt3si Dt prosrfed aan vaeafa eArn wand ai IOb ii1! 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Ai raieA pmdrur rafat be fxwaa a farms ItpiRTltii Repair %da iollF is fowl ffveaa eioft bheoft mM larlk ide aFiepbR anpYerrabreturnaptaca.rrsdoomaadfasyaFbose,faethdwrdfedebir pprt��rrapppacceeaerinr.aM beeott rhenwmatq,wvrpMfaaboetleanabmoe deDrKStunryy rryshLi irtwYr osW ,fttnYMnodtwd wcxdeaemoodr Fsdeaa�rutba sdhint bpsrbolHr drdr#last r3 (1 ett+nuN paymW.wlawamw*w Iw Afpge am be appied Qmr wood ow4m wtrtt pfacettaa riaa n otle�, m vmvw. at aec�airab twpm lht irrckreut arlM bwk old S d am and lama aid iranrap rxvrrcod adpYq arcs ae needed..bdo wmn em oth as ae bd i warn strpa it rrCea�y. hr4e /90 undens�rnrrQto n i MW A raft tub,Mideet b sord •sr+ en aos LINUM NFMnirY any Amw d fa e�l M rW WYIrY *ft m Gems sd reYt.+lws Y R�Ye sa di wulucs WNW it be c6Ywd kw W Y4Ari �pin� r r wsW— Aw4Pvk0a+hai xeeYd beeslixrs or e, b neessnnY eerooewbrwdir eoe[Yec 02oDt CAt aLrrryil Cda0lee0n 04GLOKMONAt12M V, Z W Q w W Q U u = J d Q Z 0 _ �r Z � 0 a o _ 7:$ 3 M u- $::I g O• �--1 G g a z 0 as z 0 0 zs Cr w Z a > o Q_ SHEET NO. R 2 i_ n y L MINIMUM 2"X 2'4 CONSTRUCTION GRADE MMD SOUTHERN PINE OR. EOUIV4 WOOD BATTEN STRIPS SIDE MEW OF' EAVE 1 0X 24' Itoor 0AMWIC FASCIA 11-" 594- 5 DOUBLE 5" ` + APPROVED MODELS EXPOSURE INCHES THICKNESS *.003 DESIGN PRESSURE TR61SION 10 0,042- + 66.0 PSF PSF TRM S 1 OV 10 0.042" + 60.0 26.6 1'SF PS1< f'SS 1 QN 10 Q.Q42- + 600 :6 PSE FS PSS i ov 10 0.042" + — �6.6 6.6 P F PSF LEP10N 10 0.042- + 6O.6 PSF �. �v 1 o a. 12" + 60.0 26.6 PSF PSF GALVANIZED -ROOFING NAIL 1 /8" RING SMA1-,1K DIA. 3/8"RE.A0 DIA. X 1 1 /2" LONG. 010" O.G. THRU THE NAIL. HEM HOLES & THE WOOD ,JOISTS. MINIMUM WOOD ENBEDMENT IS 1 3/8" A REVISED BY RICMRD 8O)taE t 1 FILIE t l..E::.,>K52a-1 B DAOE SOFFIT 110. Rovisions ►► IRI TRIPLE 4" APPROVED MODELS EXPOSURE INCHES TMCKNESS *.003 DESIGN PRESSURE PTa-- It 214 12 0.040" + 60.0 PSF- 34.0 PSF PTS -12V 1 0.040 + 60 0 PSP -- 30.0 PS' PTS- 1 2cv 12 0.040- 60.0 P F H N"%u AS w111= fm fU $00191'�_f1 RVA "WC GCE D&I L Im.- O . Coll i([�ks t _+��+}��f Or f lu RCtlfixwt! 114 citf-d-to fghl �CIIARO I#o'tET'II: � m prZ Sd 40 0=mA aid FL tf Alcoa Building Products PMT: INSTALLATION DESIGN DRAWING FOR VINYL SOFFIT {I'RAMI DAM 4/15/99 4/99 BY: �icj Dato SCSI. 1. = 1, SK - 5 -1 B Z pU J Q ¢q � Zaa � Y I—LL 0 V fL O .rl SHEET IN1 F_ n J!A' J B- 140RIZ. SIOIt4G *,pR vw 11100 5 EVOS Wotm `A 13 Twoulm *4" VESKU P OW--40 0 4 1/2 0.040- -46.6 PSF IRM-40 9 4 1/2 "40' -46.6 FSF MC-40 - 8 4 1 /2 0r0+4+0* -46A PSr UB -40 ` 6 4 1/2 CLO42' _4&6 pu L441 B 4 1/2 0.048' -46.9 PV 1#GV- 40 8 4 1/2 0.048' - 1&$ M SIV--44 0 4 1/2 0.044* -4,6.6 PSI' Lfp-40 $ 4 1/2 0.044' --4$.6 W DR-40 0 4 5/8 0.042` -46APSF CW- 40 OT-40 ' 0 4 5/B 0.042* - 46.4 PSt 8 4 5/4 0.044* -84 PSF. 1-80 CS-40 a 4 3 4 0.040' PSF t1W-so _ to 5 1/2 0.040' •-46,6 PSF IRM-50 40 5 1/1 0.040` -44.61w4F 1AC-50 10 5 1/2 0.040* -46A tv mo-50 10 5 1/2 t1.042' -46.6 Psr W GV-50 10 5 5/8 WOO* -4&6 M L55T to 5 S/e 0.04V -466.6 PSF LEPION 10 - 5 1/2 0.044* -41.3 PSF .CW-50 t0 5 5/3 0.042` -4C6 1 OT-50 10 5 3/4 0.044' -80 PSG' GS-50 10 S 3/4 0,046- � �� OWCH LAP SIDING APPAMW MOVas E>MUttE I a#es 'A" 13 C pt� &s *"3 OEM pftcssw MCD-40 4 1/2 0.040* -3d.2 PSF CYOD-40 8 4 1/2 0.042' -36.2 PSF 08rx-45 9 4.5 1/2 0.040` -M.2 PSF TRUB-45 9 4.5 1/2 0.0Q_ -X 2 PSF MBo -45 9 4.5 1/2 0.042' -36.2 PSF !. PD-45 9 4.5 1/2 0_044 -3€.2 PSF 4TV 45 9 4.5 3/4 0.044' '-83 PSF M--45 9 4.5 3/4 0.046 .-eI) PSF UCO -50 10 5 1/2 0.0-L0- --44.s pv C4110 - 50 10 5 1/2 0.04 2' --43.6 PSF SM-55 10 5 518 0,044' -{5.5 PSF LD55T t0 5 5/8 0.048, -4&6 P5 W N[1/-54 10 5 5/8 0.o4V -46 6 PSF 1) ALCOA %Uvwl. x So"a Ptlit€um ARE urc. FROM A. fORLMIAtED P`M COUPOU" l 1 EM:G OR EXCEEtl M THE 1i€t3tJtFtEMn43 OF ASIU Q 36724t*GA tOS FOR P•IC S30001C "JO CO +IMUNDSS. 2) WALLS A110 SOM TO FECEK MtM SWW / SQfM SRAI 8t MCKED FOft SFAUC11t V1. ADEOUACY. CRXKS AvO DZ EGTS MAY SWIM. eE IM110IMTED. 3; NALLS 314rLL BE TARR PSOOFM WTI}# ASPtU►.LT SAR,*AX 0 MT Of 1101 LIMS t1 Wt 14 100 $O. FT. AS DESCRME13 VA SECWH 27n4 6 (0) Of INE FLOMA MONO COQE 4) A0W & SOrM YA*'A.E 1 IE SIDING / SOFM ME 1-5 BE it1STAJID SF 0E Dtt:t1EQ ! A. RE�C1aFEReb iJiCH1tE C iNt:ltiEEiE ACCORMiG TO THE SOW# FLOMCIA OVXWIC CODE qW 1HE 1/U 4 UN REQUtR£l1MS OF IM DRA . 5) Rt4STA1.t,Xfi011 aF ME S1 111C / St1iT1T NID ACCE;S-A-1`-d PROOMTS SHALL SC i 00E 0 ACCOROArict t"li111 DIE uM 0iIF.It+Ct1OUS A" ANC APPt1CABLE SECMti CIF TVIC SOUTH Ft.ORM ftn_991C COM 1 FILE NAME, SK53-18 DADE SIDING 4/99 f1v. Revislom Date 5/8- (5) PLY PLiflriOOD 2* X 3'0 16' O/C --- CONST. GRADE � UM S4U110w PIK OR Ct w f FASTENED 10 COH"ETE U=K GYM OW 3/16 UPCON 0 12* O/C Aw.C.A41Vw%%*1 to goC.IPXA SMS 0 MAXMW SPAC1t1C 16� Q.C. 1 /6* Rll'4tr SHAM 01k '8' HEAD Mk X 1 V4' LONC. � Is, O,C. THRU 1w tu& M04 HOLES & THE WOOD SfllCtr; r 41H 1 a/a' cuaMUMT; SiXJD WAI L BLOCK TIALL An".40 AS CtflF`i` IM >r'rxFt TR 3vi11F t14JAFF7�t tpFltf� (CIE a1F: t-: c: ■ C+z+ A l KI Orion Alcoa Building Products PAID: ...INSTALLATION LATION DESIGN DRAWING FOR VINYL SIDING It1E:NA )BOYFr'E DRAWN CiA Pe 84241>`i - (;A(; DAM �`/ 15�9@ •t0'1t C.ot+rw&t 11tva6 SCAI.>r. 1 i $ `* `� 1 � � ' z �m a� U m O � OU x � J Z Z � 1 U) SHEET IN2 Stock Building Supply Design Pressure ChartPortrait 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" T Opaque Door +47.0/-47.0 8181.4 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 61811 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 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 4� Z o w o w w 10 Q a w O Z S 3 O 3 O 0 •� O s a SHEET NO. D2 SSB960 Instructions rod Rik too del tad)o p tare de hit Figure 1 • Figura 1 Figure 2 • Figura 2 ♦ _6 Figure • Figura 3 Figure 4 • Figura 4 Installation of SSB960 roof vents should com- pfy with all local standards and regulations, CAUTION Use appropriate safety glasses, gloves and other equipment to avoid injury. New Construction or Re -Roofing 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 Boles. 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 the sheathing before applying shingles, Shingle up until the first full 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 -roofing applications, use an 18"x]18" piece of GAF Weather Watch" or GAF StorrnGuard 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 placer 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 1"from the edge of the vent flange. Seal all seams and m-W heads with an approved sealant, such as silicone, roofing cement, or waterproof caulking. (Figure 3) Complete shingle installation: Continue installing shingles, overlapping the flange on the vent. Cut the shingles around the top of the vent to match its shape. (Figure 4) root peak Figure 5 • Figura 6 Figure 8 • Figura 8 Installation of SSB960.raaf vents should cam MY with all local standards and regulations, CAUTION: Use 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 be -fore 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 SA). Cut through the sheathing using a reciprocating saw (Figure 6B), Carefully remove the roofing nails within 3"of the hole. Cut the shingles at the top of the hole to accommodate the shape of the roof vend. (Far increased weather protection on new construction. or re -roofing applications, use an 18"xl8" piece of GAF Weather Watclf or GAF StorruGuard" 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: 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 7B). 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: Nall 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 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 Garede.ony the GAF and Quality You Can Trust Since 7886_ _ HIM: In Canada only me GAF and • Quality You Can Trust Slerce -1886_ _ _ Timberline logos are regstered lraianrks from North America's Largest Roof%/7g timberline logos are rVstered trademarks. from North Americas Largest Roofing NOTA: Sdamente i os norrbres de GAF y M3NOTA: S tam a nN los nombres de GAF y TnFoiiwsonmarcasr shadasenCanadi. and Venti/atlon Manufacturer and Ventilation Manufacturer e7-iA Timbgtinesan marcas reasBadas rn Canada REMARQUE: Serfs ies noms GAF el REMARQUE: Seals les noms GAF et iw Timberline smi des marques de - YlsVIllms Timberline smt des marTes de wmiiii 9AAIa c mmerre tl osca au Canada OORPORI1f10M t commerce d§posees au Canada CORPORKIR)M SHEET NO. IN3 20-rx 11 Y21-r Rat EA ! ;; ;J'q [��U L#1 1111 : RJ i ;11 r#4 t Roof De& it only over � well -se oned, supported wood deck, tightly cot> ructed with maximum 6" wide tumbet, having adequate nal'14*1ding capacity. Plywood docking as recommended by the Engineered Wood Aciation is acceptable. For ridge went to funcWn property, it must be the only high or exhaust vent for the vented attic space. Fudge vents will not function properly tt used In conjunction with gable -end louvers, turbines, roof vents or power vents. Slope Restrictions: Use only on slopes between 3/12 and 1W2 STEP 1 Calculations for a Balanced Ventilation System To mete a "baled Whim" with Cotrra'9 Ridge Runner"ridge vent. there mu s be an air intake system (i.e., soffit or undereavre vents). For proper veutitattun, the amount of undereave venti atlon Faust equal the amount of ventilation at the ridge. KM: in no case should the amount of exhaust ventilation exceed the amount of intake ventilation.. To determine the minimum square feet of not free ventilating area (NFVA) nftded for a balanced ventilation system, use the iollowing formula: Sq. ft. of attic floor space = Min. Sq. ft- of NFVA needed 300 Cobra* Ridge Fiunrw'" ridge vent has 12.5 square inches of MA per lineal foot.. To deterrnim how many teat of Coll Fridge Runner rl vent is needed, use the fallowing fornmia: 1M x (Ain. St, h. of NFVA needed) x 144 / 12.5 = Min. lineal feat of ridge vent needed To deterrnir>e the amount of undemave vent required, use the hollowing nulal: X = NFVA (-Sq. In, per. tin, ft.) of tip t rde"e vent of int>ake vent system selected V x (Min. Sq. R. all NFVA needed) x 14417E = Min. lineal feet of underamre STEP 2 vent needed Instruction Far Slots Alter calculating #ire total length of Cobra* Ridge Runner -ridge vent needed', determine the necessary slot opening required. (dote: If installing on an existing roof, remove the cap shingles from the ridge. Proofs wiihad a ridge board: cut an opening along the ridge, Y." an each side of me roof ridge (Figure A). Roofs with a ridge board., cut an openlog along the rfdge,1%" on each side of the roof ridge (Figure B). Note: Maximum slot is 3�" wide, Mark off and cut the slot opening, making sure that the ends of the opening stop at least fr' from any end waft or hip Intersections and 12" from Chimneys (Figerre C). Where short ridges (dorars, ridge intersections) are used, mark and cut the slot Making sure that the end of the opening stops at least 12" from The ridge intersection (Figure D). Copyright c„' 2000 Windward I tonics No portion may be copied or reproduced without the prior written permission of Windward Homes Share drive W: Quality Control Checklisu'Roofrng (684)` Roofing Install Shingle Final Group 680 rev 03-16-07 /rage 3 of 4 zq m z Windward-j Homes PLAN © 2003 WINDWARD HOMES. ALL RIGHTS RESERVED . - I -- —" "" .. Y -... ---j A— u ny.uwy, ---- I .. I - v , -, 1-1— STEP 3 Ridge Vent Installation Tear a 'I'section to be und as a ternplale for laying the went out (Figure E-G) and cater dw ternplaie/locator over the ridge cap shingles at the beginning of the vend W. Note the location of the baffle (Figure H). Make sure to do this at both ends of the Installatkyn. MeaSM Ow distance Imm the edge of the root slot to the exterior baffle (0). Establish a chalk line along one side of the ridge (Figure 1). Unroll the vent and use the imiuded lyt" pneumatic roofing nails to Otach, the W side of the ridge vent with the exterior of the baffle aligned willi the chalk line (figure J). Nall gun targets are embossed an the part as a guide for praipetty attaching vent to the roul'. The "rd should be fastened an 6" centers (Figure K). Proceed with attaching the other side of the vent - When beginning to Pail down the second side, do NOT begin at the end. Begin behmen The (W and second or*4ont sections and then return to fasten It firSt 040-1001 section. This wit! allow for prom fft. NOTE, For proper apoaani?ce, pull rite the vvnt $Ru'qjy XfOSS M0 ridge and AN OR M8 roof before shootipy 89CY) 17ah" NOTE. ,for a uniform appearance, insfalt Cobra RA RUTW vent ovef the enfif6 length of the rifLVe, Maklfxg SUM that the tVnt extends past the scot opeRift9 by at lras" 6" NOTE, For app)'icalions o vrf laminated 0;nglas, apply a bewd of sificone caulkitY9 of root vernent to ffw uj?dwsfde of 117A. cater baffle 810617 lt,� 0,01iro rwg& and at a>�sed edges so that the gaps ate competrily 686-d AfOTE. Wtwn vonllag mufted and cathedral ceilings, exh folSOafter cavity fwst be manted at both ends avd have al leas! IYV 610alance. STEP 4 Cap Shingle installation Install the ridge cap shingles directly to the vent using pneumatic nail gun and included 1%" nails. A nail line Is Inscribed an We lop of the vent to serve as a guide (Figure L). Fig. E Fig. F split Fig. G Fig. H w-- Fig . J Fig. I A Fig. Quality You Can Trust Since 1886...Irom North America's Largest Roofing fiftnufactufor CQ005 GAF UMMOM Corporstan IM e 1361 Alps Road Wayre NJ, 07470 * www.gaf.com A RESC45304 Copyright';; 2000 Windward Homes No portion may be copied Or reproduced without the prior written permission of Windward Homes Share drive W: Quality Control Checklist/Roofing (680)/ Roofing Install Shingle Final Group 680 rev 03-16-07 /Page 4 of 4 Windward j Homes PLAN (g) 2DO3 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 ASU66 Post Base FL1725 Anchor Bod Wedge All FL 5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 CMSTC16 coded Strap Tie FL1901 CS16 coded Strap Tie FL1901 Epoxy Set FL402 H10 Hurricane Tie FL474 H2.5 Hurricane To 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 Mound Hanger FL1218 HSUR/L26-2 Heavy Skewed U Hanger FL503 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 HTSM16 Heavy Twist Strap for Masonry FL1423 HTT16 HD/Tenslon 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 Hanger 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 1_71`19 Tension Tie FL474 LTT20B Tension Tie FL474 LTTI31 Tension Tie FL474 LUS26 Joist Hanger FL3750 Masonry Screw Titen FL2355 MBHA3.56/16 Masonry Beam Hanger FL538 META16 Embedded Thus 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 fox 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 SDSY.XIY2 Strong Drive Screw FL1463 SDSY.X2Y2 Strong Drive Screw FL1463 SPt Stud Plate Tie FL474 SP2 Stud Plate Tie FL474 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 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 (D 74`t