Loading...
HomeMy WebLinkAbout36105 Shady Bluff Lpto 36105 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 j ISSUE HISTORY NO. DATE VER DRB� DESCRIPTION' APPVD z 111/1. 5.0-5.05 TW VE115ION 5.0 CREATED 5N 3 10/17/06 5.0-5.OJ: TW VEP51ON 5.0-5.OW CREATED FROM VER510N 5.0 5N + 0W&'O7 5.1-5. I W TW UPDATE TO 130 E%P C / UPDATED ELEV E 5N 5 07/1 1/07 5. 1-6.OW TW ENGINEERING UPDATE PLAN / 05 t 06 CODE UPDATES MC c OWM7 G.1-G.IW TW G.1 ARCHITECTURAL/ ENGINEERING UPDATES 5N indward Homes 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 'THE PALM./ BAY' ELEVATION'S' 3-BEDROOM / 2-BATHS / 2-CAR GARAGE PLAN # f0624 WHETSTONE ENGINEERING &TESTING, INC. 2004 53rd Avenue East Bradenton, Florida 34203 Phone: (941) 727-1138 These drawings, when signed and sealed, are an indication that Whetstone Engineering & Testing, Inc. has reviewed the structural components :)niy of the structure for conform. ance wits me Florin a Resi,:enrial Code 2004. No other certification, inclusive of architectural elements and dimensional accuracy, etc. is axpressed or implied. 'I I'` 01 1.1 0 DRAWING INDEX SHEET NO. DRAWING TITLE COVER AND INDEX AI SLAB INTERFACE A 1 . 1 FOUNDATION PLAN Ala FLOOR PLAN A2. I a STRUCTURAL FLOOR PLAN A3e FRONT ELEVATION - 'E' A4e SIDE 4 REAR ELEVATIONS - 'E' AD I INTERIOR ELEVATIONS AD2a BUILDING SECTION E DETAII5 E I ELECTRICAL PLAN F I FLOORING LAYOUT M I MECHANICAL LAYOUT 051 PLAN OPTIONS 5 STRUCTURAL DETAIL SHEETS D DOOR SCHEDULES, DETAILS 4 INSTALLATIONS W WINDOW SCHEDULES DETAILS 4 INSTALLATIONS R ROOF SHINGLE INSTALLATIONS IN 1 SOFFIT E SIDING INSTALLATIONS P PRODUCT APPROVAL CODES AREA TABULATION TABLE (IN SQ. FT.) LIVING AREA COVERED ENTRY GARAGE LANAI TOTAL AREA UNDER ROOF 1724 32 417 137 2310 PLAN NO. fOG24 VERSION NO. G. I -G. I W DATE: 08/2 2/07 ISSUE HISTORY NO. DATE VER DBY DE5CRIPTION APPVD z 10/I G`06 5.0-5.05 TW VER51ON-EOCREATED 5N 3 I0/I7/06 5.0-5.OW TW VERSION 5.0-5.OW CREATED FROM V-ER51ON 5.0 5N 03/28/07 5.1-5. I W TW UPDATE TO 130 EXP C / UPDATED ELEV E 5N 0711 1/07 5. 1-GC W TW ENGINEERING UPDATE PLAN / 05406 CODE UPDATES MC c 08/22/07 6.1-6. I W TW G. I ARCHITECTURAL / ENGINEERING UPDATE5 5N '—rDENOTE5 WMDOW AND I DOOR LOCATIONS, TYP. I i 9'-T 00 AC CONC. PAD .M. E�- 517E BY MFR. Gc= N a� ------------ ---r ------ --- -------- P 3 rn 81W CONC. FTG. m i i �•� f i h C WA 1) 15 REBAR Lj j i m t CONT. 310SHOWER 4'-4- 6'-0' ' I , RECESS � I I O � _ I 1 Vi� I (j� 1 , 1 ALL 5TEEL REWFORCEMENT 5— HAVE A j MMIMUM OF 3' CONCRETE COVERAGE WhEN IN CONTACT WITH EARTH i L I I I ELEV. OIT (REPJ i I 34' `iBBL ML`-H LONG. SlH ON GRA7f OVER 6 I MR. VAPOR BARRIER ON CLEAN TERMITE TREATED j I GRANULAR MU COMPACTED TO 95% MDDIF' ED ; 1 PROCTOR PER A5TM D:557. 19'-T i I I I' Li n OPD DRY TUB � I I FOR I COND I I I ' I I ' SH R DETAILS I IF THI5 OPT. 41 f — I 1 i I 9 5AW CUT CONTROL JCINT ' i I ------------------------- 1 I I I 4- NOTE: A FOUNDATION 5URVEY SHALL BE PERFORMED AND A COPY Of THE 5URVEY 5HALL BE ON 517E FOR THE BUILDING IN5PECTOR5 U5E OR, ALL PROPERTY MARKER5 SHALL BE EXP05ED AND A STRING 5TRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED 5ETBACK5. PLUMBING PLAN 'A', 'B', 'C', 'D' & 'E' SCALE: 24x36: 1/4'= 1'-O' I I x 1 7: 1/8'= 1'-0' m Q O ¢ r V, L J N � It Qa W Q <L IY W Z m Tn O (ENO TQ N co co O Z O z o O Z W Q Z g a Il > O a SHEET NO. Al L II I ISSUE HISTORY NO. DATE I VER ORRWN BY DE5CRIPTI0N- APPVO z I CY 1 G/0G 5.0-5.05 TW VERSION 5.0 CREATED 5N s 10117/OG 5.0-5.OW TW IVER51ON 5.0-5.OW CREATED FROM VER51ON 5.0 5N 03/28/07 5.1-5.1 W TW UPDATE TO 130 EXP C / UPDATED ELEV E 5N s 07/1 1/07 5.1-G.OW TW ENGINEERING UPDATE PLAN / 05 t OG CODE UPDATE5 MC c 08/22/07 C.I -C.I W TW 9.1 ARCHITECTURAL / ENGINEERING UPDATE5 5N t t 5'4' 51-9 3'-1 a 3'-1- 3'-O• 3'-1 O' 24' X 24' X 10d CONCRETE PAD Wl (3) 15 REBAR EACH WAY , NC CONC. FAD 52E BY M R v ----- --------- -- ■ u ■ ■ ■ ■ ■ — — — ■ ■ ■ ____ _____________________T ---________mac_____-�` 1 B A in v M8' CONC. PTG. i "Of u1 � i 31/2'SHfA4ER 1'47 RECESS 1 I it m ■ 1 I( . a N ■ ■ -------------- ------------- b � '-3• I r-r _ � I , 1 li _ 1 I b I 14'$' 254' � b 1 1 ■ � , 1 1 1 1 i ■ b 1 , 1 , I ------------------------ 1 I I I 5"2 ALL STEEL REINFORCEMENT 5HA1l HAVE A , I it i I 7 '^ m 1 m ) MINIMUM Of X CONCRETE COVERAGE WHEN A i __ _! IN CONTACT WITY EARTH 5-2 1 b I DENOTE5 VANDOW AND ELEV. 9 9 (REF.) ■ — I 1 DOOR LOCATIONS. TYP. I 1 * MBM NE5n CONC. 505 ON GRAD° OVER G 1 b M,L VAPOR LNRRIBC ON QEAN TERMITE TREA—C ii GRAN" DI9 COMPACTED TO 95% NOE0 ih ■ ; i R ; PROCTOR PER ASTM p557. , ' 1 1 ' OPTION' TUB I ' I�yE===1; MG. 5M 0A51 I FOR DET PT. C ______ _ ;----------------- I -------------------------7,I 2O4' I 14'-7' 1 " 14'4' N • �_li •_ __ __ N �I S2 ■ 52 I i I i �� I ;- FF � i i; i ■ OPTIONAL GARAGE, DOOR 5EE II — -- ', -- I;I 11; 11i I50 E ETAILS ■ --�r- ■ --- b ❑5ERVIL TCIS OPT. P 24' X 24' X 16'd K 1; T T 1 I !'DEEP COMROI 30'NT , I ; CONCRETE PAD 5-2 ,, Wl / 5 REBAR 1 , SAWCUT WITfi IN ! 2 IIOUR5 I CONCRETE RACEMENT ; 'v �n n ^; (3) �:. _ t^OF EACH WAY 1 1 i; I �1 ■ A b I S2 lD i 1 A I•.; 52 1 ___ L--- --------------- 1'-9' L 3'-01I L s'-r NOTE: A FOUNDATION 5URVEY 5HALL BE PERFORMED AND A COPY OF THE 5URVEY SHALL BE ON 51TE FOR THE BUILDING IN5PECTOR5 U5E OR- ALL PROPERTY MARKEK5 5HALL BE EXPOSED AND A STRING 5TRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED 5ETBACK.5. --b------� ■ ■ ■■■ ETSTON� N;i :� 1.,� T..c ERTiFIir,' (; ?' 7 T 3'-O' 1'_q 1'-O 2GG8 40'-9 L. JASON BERGER PE# 6400; FOUNDATION PLAN 'A', 'B', 'C', 'D' & 'E' 5CALE:24x3G: 1/4'=1'-0' 1 1x17: I/8'=1'-9 04 a_ �Q N co NC "3 298 0 0 w U) w F � Z W Q Of a > o a SHEET NO. Al . 1 0 r 6 i 6 6 CA5TCRETE UNTEL5 OR EOUNAtENT U5f 3000 py PINE GROUT OV AGGREGATE kW.) WHEN GROUTING BOND BEAM5 t PKECA5T UND5. :..: :.: i 1 ee ee FILLED. . WTM . . LI l 'du1► �� • ilul� 'du6`: 0 0 SECTIONSLINTEL TYPES / Q STRUCTURAL NOTES O3-MY 2�4 BMT-IX aXLIW (BLIT-) *7 5INA'5M IM 16 @ BASF INDICATE5 INTERIOR FRAMED BEARING WALL INDICATE$ (1) /5 REfiM IN CONCRETE RLLE) CELL CONnNUDI15 FROM ROOTING TO KNOCK-0UT LINTEL (TYP) INDICATE5 SMEAR WALL SHADED AREA INDICATE5 CLG. @ 7-& NOTE: 5ff SHEET 53 FOR INTERIOR LOAD BEARING READER DETAIL FOR ELEVATION VIEW OF HEADER 06TALATION. ODENOTES LINTEL CONFIGURATgN. ISSUE HISTORY NO. DATE I VER D'WN OE5CRIPTION' APPVD z I O/ 16/06 5.0-5-05 TW VER51ON 5.0 CREATED 5N 3 10/17/06 5.0-5.0W TW VER51ON 5.0-5.OW CREATED FROM VER510N 5.0 5N 03/28007 5.1-5. I W TW UPDATE TO 130 EXP C / UPDATED ELEV E 5N 5 07/ 11/07 5.) -G.OW TW ENGINEERING UPDATE PLAN / 05 t OG CODE UPDATE5 MC c 08/22/07 G. I -G. I W TW G. I ARGHiTECTURAL / ENGINEERING UPDATES 5N STRUCTURAL FLOOR PLAN 'E' SCALE: 24x3G: 1/4"= I'-O' I Ix17: IV= 1'-0" RTRI IrM JRAI FI SCALE: 24x36: 1 /4"= 1'-0' 1 1 x I /: 1 /15— 1 il► CHECKTH15 BOX IF OPTION APPLIES 981 0 U N a m N a m CM OWW�y 1 m C a x Cd W ao Z R O O J 4 LL -i LL U H U �_ 04 ID LQ N ,p O Z O o w g w a Z 0. a > o a SHEET NO. A2.1 TRIM DETAIL 2 SCALE: 24x36: 1'= 1'-0' I I x 17: 1 /2'= 1'-0" MEAN BUILDING HEIGHT ` TRIM, SIZE PER FUN, TYPICAL - WEEP 5CRi£D TOP OF MA50NRY 2' RAISED CAP, �- TYPICAL � ISSUE HISTORY NO. DATE VER D'" DE5CRIPTION- APPVD z 1 O/ I G/OG 5.0-5.05 TW VERSION 5.0 CREATED 5N s I O/17b6 5.0.5.ON TW VERSION 5.0-5.OW CREATED FROM VERSION 5.0 SN 03/2M 5. I -5. 1 W TW UPDATE TO 130 DIP C / UPDATED ELEV If 5N 5 07/ 1 1/O7 5.1-6.OW TW ENGINEERING UPDATE PLAN / 05 ! 06 CODE UPDATE5 MC c 06/22/07 G. I -G.I W TW G. I ARCHITECTURAL / ENGINEERING UPDATE5 SN 2' DEEPER THAN OVERHANG ROOF OVERHANG i O 4 .4 F.T. d -N4' 01AMFER- �� 4 x 4 Pf BRACKET 5/4 a 6 TRIM GABLE BRACKET DETAIL 5CALE: 24x36: I -1 /2'= 1 '-0' 1 I x 17: 3/4'= P-O' 5EE SELECTION FOR ACTUAL 51a. FACE OF GABLE NOTE: ALL EXTERIOR TRIM 5HALL 13E FIBER CEMENT, TYPICAL, UNLE55 OTHERVA5E NOTED. ELEVATION GENERAL NOTES: DENOTF5 DE51GN WIND PR£55URE5 FOR COMPONENT5 ' AND CLADDING (P5F) " 5T0000: STUCCO FIN15H APPLIED PERA5TM C 926, TYPICAL STUCCO OVER WOOD FRAME: 7/8' (3)-COAT STUCCO MN15H APPUED FER A5TM C 926, TYPICAL OVERHANG5: 12- TYPICAL EXCEPT G' ® GABLES. TAIL.CUT5: SQUARE, U.O.N. ROOF VENT INFO. TYPE QUANTITY LINEAR FEET (MIN.) RIDGE VENT 4G FT OFF RIDGE VENT5 2 - TRIM DETAIL 1 SCALE: 24x36: 1'= 1'-0' I I x 17: 1 /2"= 1'-0' rr%0—%L IT rI P"\ / A TI CALE: 24x36: 3/8"= 1'-0' 1 1 x 17: 3/I G"= 1'-0' Gib ?ooR 1 :RGER PE# 6400 O N m N a m fM o O" Q x S2 Q ':1 g 2 �3 I liJ a Z O Q w J w F- Z O cr u- �:_ N O EQ N co co a Z O z o w Z o > a SHEET NO. A3e ARCHITECTURAL FEATURE. TYPICAL 5EE GABLE BRACIZ7 DETAIL, SHEET A TOP OF MASONRY TEXTURED 5TUCCO Fl11re. TYPICAL, LION b 2• DRIP EDGE, TYPICAL � m 5TONE VENEER OVEK CMU, TYPICAL FIN. FIR (REF.) ISSUE HISTORY NO. DATE VER 0'- DESCRIPTION' AFPVD z l C/ I G�x 5.0-5.05 TW VER51ON 5.0 CREATED 5N 3 IC/I 7/06 5.0-5.0N TN VERSION 5.0-5.OW CREATED FROM VER5ION 5.0 5N 03/28✓07 5.1-5. 1 W TW UPDATE TO 130 EXP C / UPDATED ELEV E 5N 07/ 1 1/07 5.1-6.OW TW ENGINEERING UPDATE PLAN / 05 t 06 CODE UPDATE5 MC e 08122107 G. I -G. I W TW G. I ARCHITECTURAL / ENGINEERING UPDATE5 5N RIDGE VENT �122 ., .rr ... OP OF MASONRY_ b TEX)URED 5T1-1000 HN15H, TYPICAL, U.O.N— FI. FLR. (IMF.) (2)51NGLE OFF -RIDGE VENT5 51NGLE 0 ALUMINUM FA5CIA, NUM REAR ELEVATION ARCHITECTURAL FEATURE, TYPICAL. 5EE GABLE BRACKET DETAIL, SHEET A3e 1 oil For: Ree LEFT ELEVATION '0 1 j! RIGHT ELEVATION 5h1NGLE5 G' ALDM'NUV FA50A, TYPICAL TOP OF MASONRY - TDfTURED STUCCO FINISH, TYPICA. JDA DRIP EDG`., b TYPICAL m -STONE VENEER OVER CMU, TYFICAL FIN. 5HINGLf5 6'ALUMINUM . A50A, TYPICAL TOP OF MASONRY b NOTE: ALL EXTERIOR TRIM SHALL BE FIBER CEMENT, TYPICAL, UNLE55 OTHERWI5E NOTED. ELEVATION GENERAL NOTES: DENOTE5 DESIGN WIND + PRE55URE5 FOR COMPONENTS AND CLADDING (P5F) I - 5TUCCO: STUCCO FIN15H APPLIED PER A5TM C 926, TYPICAL 5TUCCO OVER WOOD FRAME: 7/8- (3)-COAT STUCCO FIN15H APPLIED PER A5TM C 926, TYPICAL OVERHANGS: 1 2' TYPICAL EXCEPT 6' Q GABLE5. TAILCUT5: SQUARE, U.O.N. ROOF VENT INFO. TYPE QUANTITY LI NEAR FEET MIN.) RIDGE VENT 46 FT OFF RIDGE VENTS 2 — WHETSTONE EN !NrT: 2004 53.,6 CERTIFICAT 9r ' GSTING ANC. �L 34403 �A.TION) 9298 ME, EXTERIOR ELffIffIffi 64003 SCALE: 24x3G: 1/4"= 1'-0' I I x 1 7: 1/8"= 1'-0" c� U N a m "a m f7 W W 0 �a Fy- m J a ,:1 0 w I— w Z _; b O - O Q W •� �: a J W Q W w oes coN O LQ N co �p O z O o Fn I' - of z CL > a a SHEET NO. FJAAkt,A 117a D ARCHED OPENING e AT CAFE/FAMILY ROOM I -1/2V 12' COUNTER W/ PLASTIC LAMINATE I ` CENTER 5UPPORTS@ 24.O.C. 2A65TLID5@ IG' O.C. 2+6 P.T. BTM PLT. RA5TIC LAMINATE BACK5PIA5H NOTE: 40' K.W. HEIGHT APPLIES TO LAINATE TOP5 ONLY. FOR 50LID SURFACE 5ET TOP OF K.W. Q 42" AFF. 5EE 5EL ECTION5 FOR COUNTER TYPE. eSECTION AT BAR 5CALE:24x3G: 1/2"=1'-0" 1 Ix17: 1/4"=1'-0' ISSUE HISTORY NO. DATE I VER DRBWN DE5CRIPTIOM APPVD z 10/1 G" 5.0-5.05 TW VEP51ON 5.0 CREATED 5N s 1 O/17/OG 5.0-5.OW TW VER51ON 5.0-5.OW CREATED FROM VER51ON 5.0 5N 03/28/07 5.1-5. I W TW UPDATE TO 130 ExP C / UPDATED ESEV E 5N 07/ 1 1/07 5. 1-6.OW TW ENGINEERING UPDATE PLAN / 05 4 06 CODE UPDATE5 MC 6 08/22/07 G. I -G. I W TW G. I ARCHITECTURAL / ENGINEERING UPDATE5 5N ARCHED OPENING e AT KITCHEN 153G 30' OPENING 1336 38' OPENING FOR RANGE FOR REFRIGERATOR KITCHEN AT RANGE TILE BALKER PER SPEC V51336 VB30 VD1312 V1330 BATH 2 MASTER BATH e BATHROOM CABINET ELEVATIONS NOTE: 1/2' HARDIBACKEK 15 REQUIRED 24' ABOVE GARDEN TUB DECK5 AND ON TUB FACE. 1/2-HAPDIBACKEP 15 REQUIRED TO THE CEILING FOR ALL SHOWER AND SHOWER/TUBS. OPEN TO FOrTR NOTE: PROVIDE CONTINUOU5 CROWN MOULDING @ PIANT RANT 5HELP PLANT 5HELP SHELF d 42' UPPER CABINET5 ABOVE PANTF ABOVE PANTRY vd CROWN MO"NG OPTION _ W3030 W2730 8" RA5ED DR BAND W/ I' R / OPEN TO / FOYER/FAMILY / ROOM r= DINING / PANTRY 3 ROOM I b \ o \ b \ ,F \ B 15 DB 15-4 24' OPENING 5PLAYED FOR DISHWASHER KITCHEN AT DISHWASHER KITCHEN CABINET ELEVATIONS NOTE: PLEA5E 5EE CON5TRUCTION 5TANDARD5 FOR CABINET 5PECIFICATION5 KITCHEN AT SINK INTERIOR ELEVATIONS 5CALE: 24x3G: 3/5'= I'-O" I I x 1 7: 3/16"= 1'-0' U.O.N. 0 U N m "a m ch a w 0 �a a M � K C w W J 0 E �1 a f"I � z O F y O g o W J W ir O ir W F z cli3 0 TQ N 00 Tp O Z O 0 di W 3 W Z a a > ❑ a SHEET NO. AD1 12 G� OP OF MASONRY b LD FIN. FIR. (REF.) LANAI ISSUE HISTORY NO. DATE VER DPWN BY DESCRIPTION' APPVD z 10/ 1 G/OG 5.0-5.05 TW VER51ON 5.0 CREATED 5N 3 10/17/OG 5.0-5.OW TW VER51ON 5.0-5.OW CREATED FROM VER510N 5.0 5N 03/2&07 5. 1 -5.1 W TW UPDATE TO 130 EXP C / UPDATED ELEV E 5N 07/1 1/07 5. 1-G.OW TW ENGINEERING UPDATE PLAN / 05 4 OG CODE UPDATES MC c OWWO7 G.I-G.IW TW G.I ARCHITECTURAL/ ENGINEERING UPDATE5 5N PLANT 5HELF RIDGE VENT PRE ENGINEERED KOOFTRU55E5 @ 24' O.C. m FAMILY ROOM 'TI I III I I CAFE KITCHEN e BUILDING SECTION ELEVATIONS A, C, D & E SCALE: 24x3G:3/8" = 1'-0' 1 1 x 17: 3/ 1 G"= 1'-0' TABLE A: FASTENER LOCATION l 5CTQN5 UNIT 51A PER 51DE IP_55 THAN 12' EACH SIDE 1 12' TO 24' 2 PER 510E 25' TO 30 3 PER 510E GREATER THAN 30 DE54GNED PER 51DE OR MORE BY ENG. THAN 5-TON5 3-12'TBICL FIP ' ..- ' I_ CONCRETE 5LAB 5RED PER I'. WC MFK5 5FECIFICATION5. I �::.. '41- .....: .\ / 14 SCREW W/ GA5KETED WASHER: `f"��AAm5"�RPLAN PK TABLE15 A/C PLAN DETAILS OUTL'NE OF COND. UNIT 11114 SCREW W/EWASHR NUMBER !'ER TABIEA TH155hEEr. I � FlNISH GRADE 3 I/2' THICK f4F ELEVATION K CRETE 51"QF51CAA°O. OPEN TO KITCHEN e A/C PAD DETAIL 5CALE: 24x3G:112" = 1'-0" 1 Ix17: 1/4" =1'-O' 12 G RIDGE VENT PLANT 5HELF DINING ROOM © 20OG WINDWARD HOME5 a K. Horanun C Tnp y © 2000 Fugleberg Koch Architects, Inc. TOP OF MASONRY b d1 FIN. FIR. FINISH GRADE WHETSTONE ", CC' INN 6 2008 BUILDING SECTION & DETAILS-jAo, N&lRf)R&#B003 a it 4; AHM Lae vl� 0 co N a a m c.i o Q S2 m � y 2 J U � o a M� _ F<- � � r H o .� o � a Z O F- L) W Tn 0 Z 0 J_ D m N _� O EQ N 00 co 0 Z O O W N W Z w ¢ Fr a > 0 li SHEET NO. AD2a I ELECTRICAL LEGEND 51NGLE POLE 5WTTCH 5MOKE DEFECTOR z DOUBLE POLE SWITCH $ THREE-WAY 5WTTCH $+ FOUR-WAY 5WNCH FLOOD LIGHT DIMMER SWITCH l$ -(} CEILING FIXTURE Y CEILING FAN �` � FAN SCONCE DOUBLE 24' FLUOR. FIXTURE W/ DIFFUSER }0- 1 I O VOLT DUPLIX OUTLET DOUBLE 48' FLUOR. FIXTURE W/ DIFHI5ER yWyL�r UI 110 VOLT 5WRCHED OUTLET oo DOUBLE 24' FLUOR. FIXTURE uyLyr 110 ARC FAULT OUTLET DOUBLE 48' FLUOR. FIXTURE (ib GROUND FAULT OUTLET W* WEATHER PROOF GFI OUTLET SINGLE 48' FLUORXTU FIRE 220 VOLT OUTLET BATH FAN ® 5PECIAL 5ERVICE5 OUTLET }}O BATH FAN WITH LIGHT ® T.V.OUTLET TELEPHONE - TEELEPHONE OUTLET M ELECTRIC METER ® EYEBALL TYPE RECESSED UGHT CHIMES DOOR BELL CHIME5 M015TURE IRE515TANT RECE55ED UGHT ® RECE55ED LICIT —0 DOOR BELL OO MINIATURE RECE55ED UGHT ISSUE HISTORY NO. DATE VER DRBWN DE5CRIPTION' APPVD z I C/ I GIOG 5.0-5.05 TW VERSION 5.0 CREATED 5N 3 10117/06 5.0-5.OW TW VERSION 5.0-5.OW CREATED FROM VER510N 5.0 5N 03/2607 5. I -5. I W TW UPDATE TO 130 EXP C / UPDATED ELEV If5N 07/ 1 1/07 5.1-6.OW TW ENGINEERING UPDATE PLAN / 05 4 06 CODE UPDATE5 MC 08/22/07 G. I -G. I W TW G. I ARCHITECTURAL / ENGINEERING UP'DATE5 5N ELECTRICAL NOTES DLIP O DISPOSAL UNLE55 OTHEKWISE NOTED: ® I . ELECTRICAL OURPT hEIGHT5 A5 MEA5URED FROM FINI5HED FLOOR PREW RE 5PEAKER TO CENTERED UNE OF THE BOX TO BE: 12' A.F.F. (GENERAL) 0 JUNCTION BOO( KRONEN 44'Af.F. OT THERM05TAT BATHROOM 35'A.F.F. LAUNDRY ROOM 36' A.f.F. 0 ELECTRICAL PANEL EXTERIOR WATERPROOF I? A.F.F. ELECTRICAL GARAGE GENEPURPO`5E 42' A.f.F. RAL PANEL RANGE 2'A.F.F. IC arr INTERCOM 5Y5TEM 2. ALL TRIM PLATE5 AND "CE5 TO BE GANGED, W lERE POSSIBLE. 3. ELECTRICAL 5WITCHE5 TO BE AT 42' CENTERLINE ABOVE FINISHED FLOOR. Q GARAGE DOOR PU5H BUTTON 4. ELECTRICAL PUN 5 INTENDED FOR BID PUR°05E5 ONLY. ALL WORK SHALL Q 1-BULB WALL MTD FIXTURE BE DONE IN 5TRIC7 ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, IATE5T QQ 2-BULB WALL MTD FD(TURE EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RE5PON5115LE 00 0 FOR THE I145TALATION AND 5RING OF ALL ELECTRICAL. WIRING AND ACCF55ORIE5. 3-BULB WALL MTD FIXTURE 5. SMOKE DETECTORS SHALL BE IN5TAIED A5 DIRECTED BY NFPA 70A. BY SMOKE DETECTOR5 SHALL BE INTERLONNECTED AND OF OPERATING ON EITHER AC OR DC (BATTERIES). G. ARC FAULT RECEFTAClE5 IN ALL 5EDROOM5 PER FRC 2004 ELFCTR[CAL D15HWA5HE i I OVEN -\ _1 / FOYER KITCHEN' ; 1 ' 1 ' O CE55 ENTRY GHT \ 3 i I � � I A Y� 1 i I \ ' DINING ROOM NOTE: ELECTICAL PLAN TYPICAL FOR ALL ELEVATION5 OPT:'ONAL A/C LOCATON _ - i 11 /I / I CCACr' UGHT ELECTRICAL PLAN 5CALE:24x3G: 1/4"=1'-0" 1 1x17: 1/8"=1'-0" 0 U N a m N a m o m 5 L � � N 0 R Z g J _U F_ U W J W - to a LQ N IO TD c) Z O oLij w ZQ Z J W Q X a > o 1 a SHEET NO. El SVR Lot 5 Block 2 I. GENERAL: 1.1 SPECIFICATIONS = FRC 2004 1.2 DESIGN LOADS: TCLL = 20 PSF TCDL = 10 PSF BCLL = 10 PSF BCDL = 10 PSF 1.3 ANCHORAGES SHALL BE HOT -DIPPED GALVANIZED, AFTER FABRICATION PER ASTM A 90. 1.4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER VENDOR -PROVIDED EXTERIOR CLADDING SHALL COMPLY WITH THE FRC 2004 INCLUDING THE DESIGN CRITERIA SET FORTH IN THE FOLLOWING WIND LOAD NOTES. 1.5 EXTERIOR WINDOWS & GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD & BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. 1.6 EXTERIOR WINDOWS & DOORS SHALL BE ANCHORED PER PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. 1.7 GARAGE DOOR SHALL BE FASTENED w/ MANUFACTURER'S TRACK BRACKETS USING 1/4"x1-1/2" HEX -HEAD LAG BOLTS FULLY SEATED IN PT 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: 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 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 2.4 MINIMUM FOOTING COVER SHALL BE 12" BELOW FINISHED GRADE. THE TRUSS SYSTEM) WITHOUT FASTENING INSTRUCTIONS SHALL BE FASTENED 2.5 A LAYER OF 6 MIL. POLYETHYLENE SHEATHING SHALL BE PROVIDED AS A WITH 2-16d NAILS PER BEARING POINT AT CROSS BRACING, AND 10d NAILS - VAPOR BARRIER UNDER THE SLAB. 8" O.C. ALONG STIFFENERS (I.E.: 'L' AND 'T' BRACING) AND 3-16d NAILS TOE -NAILED AT END BEARING CONNECTIONS. 2.6 SUB -GRADE SHALL BE MOIST DURING CONCRETE PLACEMENT. 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_ 2.8 CONTRACTOR SHALL ENSURE THAT CONCRETE COVER TO REBAR IN THE SLAB IS IN ACCORDANCE WITH ACI 318 (CURRENT). 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 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. 5.18 ROOF SHEATHING: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG FASCIA, 4" O.C. ALONG PANEL EDGES AND 6" O.C. ALONG INTERMEDIATE SUPPORTS. 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. ALONG PANEL EDGES, 6" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2 x 4 BLOCKING EDGEWISE ALONG HORIZONTAL PANEL JOINTS. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIM, _ a cA E'N�-02 ALL VW 1�0 GN.; k+AIO BE THE RI�f� j!pC1N►l6TOR CERTIFICA' 200� L. JASON BER E. DATE PE# 64003 L. JASON BERGER PE# 64003 00 Cn M u en o N en g V� F- W O Z J �Q � � N w c E U � � 3 Z • .� O 5 a SHEET NO. S-1 i SVR Lot 5 Block 2 8" C.M.U. FINISH PER ELEV. 3-1/2- CONC. SLAB 25" LAP MIN 1 #5 DOWEL -FINISH FLOOR 1 11[711111 O 2 #5 BARS CONT. rA_'� EXTERIOR MASONRY WALL FTG SCALE: N.T.S. 3-1/2" CONC. SLABS 1 1 14-1/2" E GARAGE DOOR RECESS S- SCALE: N.T.S. 2x4 SPF STUDS ® 16" O.C. (1) #5 BAR CONT. FINISH GRADE 1 8" 42 » —TYPICAL 3-1/2" CONC. SLAB 00 B'� THICKENED SLAB EDGE �-� SCALE: N.T.S. VERTICAL WALL REINFORCEMENT - (1) #5 DOWEL PLACED TO _ MATCH VERTICAL WALL REINFORCEMENT (LAP SPLICE = 25" MIN. ) DRIVEWAY EXPANSION JOINT 2 #5 BARS CONT. x 8" 1/2" GYPSUM BOARD qT//--5/8"0 SIMPSON TITEN HD ANCHORS ® 18" O.0 3-1/2" CONC. SLAB • =o (2) #5 BARS CONT. H FOOTING @ INTERIOR BEARING S- SCALE: N.T.S. INSULATION 2x4 SPF STUDS ��A -,—® 16" O.C. 1/2" GYPSUM BOARD 3-1/2" STEP _ St i•. d O (2) #5 BARS CONT WIME � C THICKENED SLAB @ GAR. (NON-BRG. ) S- SCALE: N.T.S. 3-1/2" CONCRETE SLAB w/ FIBERMESH (f'c = 2,500 psi (MIN.)) 3-1/2" CONC. SLAB xEn w o Z r16"CONCRETE FOOTING (2) #5 BARS CONT. (f'c=2,500 PSI (MIN.)) 00 CLEAN COMPACTED, TERMITE NOTES: 1 -47- 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 8" C.M.U. #5 DOWEL FINISH PER ELEV. 3-1/2" STEP 3-1/2" CONC. SLAB I \ - COLD1 JOINT d t 2 #5 BARS CONT. MASONRY WALL FOOTING @ PATIO S- SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENTS) & ASCE 7-02. ALL OTHER DESIGN ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXPANSION JOINT +�- 10" 3-1/2" CONC. SLAB -KN 3-1/2" CONC. SLAB d d •i�':a 2 #5 BARS CONT. D EXTERIOR DOOR SILL S- SCALE: N.T.S. 25" LAP MIN. 1 #5 DOWEL 8" C.M.U. FINISH PER. ELEV. FINISH GRADE 24"x24"x16" FTG w/ (3) #5 BARS 8" O.C. E.W. 2'-0" G MASONRY COLUMN FOOTING S- SCALE: N.T.S. 1/2" GYPSUM BOARD 2x4 SPF STUDS 16" O.C. INSULATION — 3-1/2" STEP d j1 - 4f _ d •: f 1 /2"0 x 8" ANCHOR BOLT w/ 2" WASHER @ 18" O.C. (2) #5 BARS CONT. THICKENED SLAB @ GARAGE (BRG. SCALE: N.T.S. L. JASON BERGER, P.E. 2004 53rriAV= E Oi4 - CERTIFICP,, DATE PE# 640O�A �(NG, INC �L 34203 ON n 9_98 SHEET NO. S-2 L. JASON BIfRGER PE# 64003 SVR Lot 5 Block 2 REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR ROOF DIAPHRAGM NAILING SPECIFICATIONS. NO SHEATHING JOINT HERE 2x SYP 'L' BRACINGS ® 24" O.C. SEE TRUSS ENGINEERING FOR SIZE, 2X6 SPF w/ (2) ROWS OF 12d EXTERIOR EXTERIOR LOCATION, AND ATTACHMENT NAILS ® 12" STAGGERED (EACH FINISH ROW) #5 VERT. WALL REINF. 3" MIN. 1/2" J-BOLTS w/ 2X_ BLOCKING (LADDER FRAMING OR GROUT CELLS SOLID 2"Ox1/8" WASHER SPACED 6„ PACKOUT) C� 32" O.C. ®18" O.C. FASTEN w/ (2) 12d NAILS (5 PER SIDE MIN.) ° TOE -NAILED PER CONNECTION • Q. 2x4 SPF (MIN) BLOCKING (EDGEWISE) 0 48" O.C. TOP & BOTTOM FIRST FOUR (4 FRAMING BAYS ° d GARAGE DOOR MIN_ @ GABLE ENDS (TYP.) FASTEN TO TOP FASTEN 7/16" APA RATED SHEATHING & BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END ( TO GABLE END FRAMING w/ 8d NAILS ° 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS ° g" 3-COAT STUCCO FINISH. 2x8 P.T. #2 SYP JAMB ° APPLIED PER ASTM C 926 TRACK/BRACKET FASTEN INTERIOR ATTACH GABLE TRUSS TO PER MANUF. SPECS. PLATE WITH 16d @ 4" O.C. STAGGERED 2x4 #2 SYP NAILED TO BLOCKING w/ 16d , ; B GAR. DOOR TO BLOCK ATTACHMENT DETAIL 1/2" S.R. GYPSUM BOARD NAILS @ 6" O.C. FOR GABLES OVER 24' LONG y PLACE SHEATHING FLUSH S-3 SCALE: N.T.S. DRYWALL SCREWS ® 12" ox. (2) 2x6 P.T. SILL PLATE WITH 1/2"0x12" T1 w/ MASONRY ® CLG. & 16" o.c. ®WALLS "J" BOLTS ® 24" O.C. MAX A GABLE END DETAIL S-3 SCALE: N.T.S. 2x6 SY NAILS ( 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. 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 RESPO)HEMROW, 2004 53r,I 4V7 34203 CERTIFICATE OF ` _ ON # 9298 L. JASON BERGER, P. ATE PE# 640 08 00 M cn .-- w C14 � M � N M .2ON v, C/] � W w a W Z Q 03 0 d � o ✓✓✓ z s a SHEET NO. S-3 SVR Lot 5 Block 2 TRUSS ANCHOR 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 ENG. ROOF TRUSSES #5 BAR w/ 25" (MIN.) ROOF SHINGLES @ 24" 0. ' LAP SPLICE (GROUT CELL SOLID) SEE FLOOR PLAN _ R-19 (MIN.) FOR REINFORCED CELL T FIBERGLASS INSULATION. LOCATIONS #5 (MIN.) DOWEL L INSULATION BAFFLE EPDXY -SET w/ SIMPSON SET EPDXY (OR EQUAL) W/ 6" MIN. EMBEDMENT 1/2" GYPSUM BOARD 1'-0" - I I III \_ MAX. 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 3 1/2" 2500 PSI CONC. SLAB w/ FIBER MESH ON 6 MIL V.B. LAPPED AND TAPED ° CLEAN, COMPACTED, TREATED FILL UNDER SLAB a ° 2 #5 BARS CONT. A TYPICAL WALL SECTION S-4 SCALE: N.T.S. L DRILL 3/4"Ox6" DEEP (MIN.) HOLE INTO EXISTING r FOOTING MAINTAIN 5" (MIN.) EDGE DISTANCE ; .•! ONRY WALL EXISTING CONCRETE FOOTING z NOTE: CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE DUST USING COMPRESSED AIR & A NYLON BOTTLE BRUSH BEFORE EPDXY IS INSTALLED. c RETROFIT DOWEL DETAIL S-4 SCALE: N.T.S. RIDGE VENT: FASTEN TO ROOF PER MFR'S INSTALLATION INSTRUCTIONS SEE ENG. FOR NAILING DETAILS 15# ROOFING FELT 2 X 4 SPF 7/16" OSB ROOF SHEATHING (MIN) BLOCKING FIBERGLASS ROOF BOTH SIDES SHINGLES OF VENT I 1-1/2" TYP. CLEAR SLOT @ RIDGE (SEE VENT MFR'S INSTRUCTIONS) B RIDGE VENT DETAIL S - 4 SCALE: N.T.S. TOP CHORD OF ENG. ROOF TRUSSES (TYP) REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 ALL OTHER THE RESPC L. JASON 2 C.I I SHEET NO. ING iIN1 rR; 2' !3 r n 9298 SA OSIMPSON HETAL20 W/ (12) 10d x 1-1/2' NAILS 1 TYP. O MASONRY CONNECTIONS. ODOUBLE SILL PLATE. SEE DETAIL THIS SHEET. O(2) SIMPSON HETA20 w/ (16) 10d x 1-1/2" 3 NAILS EA (1 PLY TRUSS). ® SIMPSON HTS20 W/ (24) 10d NAILS. O(2) SIMPSON HTS20 W/ (24) 10d NAILS EA. © SIMPSON HTSM20 OSIMPSON LGT2 SHEETES-1 FOR NAILINGPATTERNS DIAPHRAGM SEE GTE 5.19 NOTE: CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION. (2) 2x6 P.T. SILL PLATE WITH 1/2"002" "J" BOLTS •) 24" O.C. MAX ATTACH GABLE TRUSS TO PLATE WITH 16d 4" O.C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY DOUBLE SILL PLATE DETAIL SCALE: N.T.S. ROOF FASTENER LAYOUT ELEVATION 'D' & "E" WHETSTOtiC EN,-.!ti'-,R STING, INC, 2004 5310,41 t r ; ! FL 34203 CERTiFICA'r !' Z TION # 9298 1 2008 L. JASON BERGER PE# 64003 SHEET NO. S-5C SVR Lot 5 Block 2 SIMPSON SPH4 ® 24" O.C. w/ (12) 10d x 1-1/2" NAILS EACH SIDE DOUBLE SPF TOP PLATE LAP JOINTS 48" (MIN.) w/ (15) 16( SIMPSON SPH w/ (12) 10d NAILS TYP. SIMPSON SPH4 w/ (12) 10d x 1-1/2" NAILS EACH END OF HEADER SIMPSON LSTA24 w/ (18) 10d NAILS (1 EACH END OF HEADER) 2 X 4 SPF (MIN.) STUD GRADE OR BETTER STUDS @ 16" O.C. 5/8"0 x 8" SIMPSON TITEN HD ANCHORS-- @18" O.C. FOR BEARING WALLS WITHOUT A SLAB STEPDOWN m SEE TRUSS LAYOUT FOR SPLICE TRUSS CONNECTORS NAILS SEE FLOOR PLAN FOR HEADER SIZE FRAME -DOWN TO OPENING IF REQUIRED. FASTEN STUDS w/ 12d NAILS @ 6" O.C1 2X_ SPF MID -POINT BLOCKING TYP. DOUBLE JACKS (tYP-) e e d e SIMPSON HTT16 w/ (18) 16d NAILS AND 5/8"0 x 7" EPDXY -SET THREADED ROD USING SIMPSON SET EPDXY \SEE FOUNDATION PLAN SIMPSON SPH W/10-10d NAILS TYP. FOR FOOTING SIZE LOAD-BRG. INTERIOR STUD PARTITION DETAIL SCALE: N.T.S. REFER TO DETAIL A, SHEET S-613 FOR MASONRY ATTACHMENT WHEN REQUIRED. DOUBLE SPF TOP PLATE LAP SPLICE JOINTS 48" (MIN.) w/ (15) 16d NAILS FLOOR TRUSSES ---\ SEE FLOOR PLAN FOR HEADER FRAME -DOWN TO OPENING IF REUIRED, I I FASTEN STUDS w/ 12d NAILS 0 6" O.C. 2X_ SPF MID -POINT BLOCKING TYP. DOUBLE JACKS (tYP•) e d a , o d 2 X 4 SPF (MIN.) STUD GRADE OR BETTER STUDS � 16" O.C. SEE FOUNDATION PLAN FOR FOOTING SIZE LOAD -BRIG. INT. STUD PARTITION DETAIL WO UPLIFT, SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIN W iL1 rA ;WHET ING FLO G4 F 3a203 FLORI�A61�t� �9 trO61 , ATIf ALL OTHER DESIGN ALL BE THE RESPONSIBIjIMO TRACTOR L. JASON BERGER, E DATE L, %6"tRGER PE# 64003 CA � J Q 0 W w w H W � J a 0 z Cqs EE Z W/W� N Q• �-�1 O Oa J SHEET NO. S-6 SVR Lot 5 Block 2 DOUBLE TOP SPF PLATE LAP SPLICE JOINTS 48" (MIN.) w/ (15) 16d NAILS SIMPSON SPH w/ (12) 10d NAILS TYP. 2 X 4 (MIN.) STUD GRADE OR BETTER STUDS ® 16" O.C. 2X_ SPF MID —POINT BLOCKING TYP. 5/8"0 x 8" SIMPSON TITEN HD ANCHORS 18" O.C. FOR BEARING WALLS WITHOUT A SLAB STEPDOWN 1 /2" x 8" V BOLT ® 24" O.C. VERTICAL SPACING. M SEE TRUSS LAYOUT FOR TRUSS CONNECTORS SIMPSON SPH W/10-10d NAILS TYP. SEE FOUNDATION PLAN FOR FOOTING SIZE FRAME TO MASONRY ATTACHMENT DETAIL 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 OTHERWBMURFEiW�MF'J� 1<Ti� iNC THE RESPOI`29R1 $TYA'01FF AC133R03 CERTIFICA"- C r' ATION n 9298 L. JASON BERGER, PE# 64( C/] � O w w Q .J Fri 10 10 Q � C3' Ld Z p ` w m w 2 as Ix_ o OU L1 /Ey <UJI N Q • O 2 Z 5 a SHEET NO. L. JASON BERGER PE# 64003 SVR Lot 5 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" 0/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"002" "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 i" 3—COAT STUCCO FINISH. APPLIED PER ASTM C 926 2 x 4 SYP BRACE NAILED TO BLOCKING w/ 16d NAILS 0 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 THE RESPO0WTW"6F-7'fh _ 2004 53ri' A\'E. _ CERTIFICA,T= C'F L. JASON BERGER, P.EJA PE# 64003 UN F J298 � J W Q W Q V Zzi J a Z Lu w U Cid a 2 � 3 0 3 W F_ rY •� O W s a Z SHEET NO. S-6 C SVR Lot 5 Block 2 2. 4 S N. RECESSED TOENAILS ® 4" O.C. INTO ALL INTERSECTING MEMBERS U.N.O. (BOTH SIDES) A HALF ROUND WINDOW FI — 6 SCALE: N.T.S. 3-1/4" x 1/4" TAPCONS 8" O.C. (2) A34 FRAMING W/8-8d X 1Y2" Ni 2x8 SYP CU 4" LENGTHS SHEATHING NAILS EACH 2x8 ® 45 w/ (2) 1Od TOE NAILS EACH END TYP. T SYP ZIMETER 3-1/4" x 1/4" TAPCONS 8" O.C. 2x8 SYP CUT INTO 4" LENGTHS BETWEEN SHEATHING w/ (2) 10d NAILS EACH SIDE TYP. RECESSED c SHALLOW ARCH WINDOW FRAMING —6 SCALE: N.T.S. RECESSED NNTEL 14. C�]» 1/2" EXTERIOR SHEATHING w/ 10d TOENAILS ® 4" O.C. INTO ALL — INTERSECTING MEMBERS U.N.O. �IkTTH SIDES) '(ALLOW ARCH WINDOW FRAMING _E: N.T.S. :8 w/ (2) )d NAILS EACH END TYP. 1/2" EXTERIOR SHEATHING w/ 10d TOENAILS @ 4" O.C. INTO ALL INTERSECTING MEMBERS U.N.O. (BOTH SIDES) A34 FRAMING ANGLE /8-8d X %" NAILS. 2x8 w/ (2) 10d NAILS 0 EACH END TYP 5 PT SYP PERIMETER REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & R FLORIDA BUILDING CODE (FBC) (w/ 05 & QPAEtITF;�ty' C�+P1�2 ALL OTHM4 91t &GeGER L1C3�2HE THE R 1[ITIAFAQc"1�R JL. JASON BERRGERTE LPJRSON003 C/] � Q > w U 0 E Q 0 W a z w o Z > C 2 U I=i 8 N Q � a SHEET NO. S-6 G SVR Lot 5 Block 2 NO SHEATHING MAX. 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 SEE PLAN FOR SETBACK PRE-ENG. GABLE TRUSS (SEE TRUSS ENG.) A BOSTON HIP FRAMING S-6J SCALE: N.T.S. TRUSS ANCHOR SEE ROOF FRAMING PLAN REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DESIGN ELEMENTS ALL BE THE RM§T§T§ LgNi'''�_' , Nft�OR 2004 53rc A'� _ _ Z3 203 CERTIFICA:fE_ GF :" ,0Q; n 298 L. JASON BERGW 008 DATE PE# Cn UQ W O W w U J N = Q W c� N W 2 e 0 Z O a z 2 0 m • .� O s a S-6 J For Masonry Rough Openings (5) Straws per Side at 17T spacing for 618 IMks (7) Scmws per side at 14' swing for 810 faits Single door unit <W.A gndura DOOR COMPONENT SYSTEMS —(SF $CreS45 y2+ side at 1; 5' spac'no for Gx ur ils f 77 SCrpYYa w'f siCe ar 14' spacng':or tLh 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_ 7 fasteners per vertical framing member and 3 in header for 8' units Applysilicone LATCHING HARDWARE _ - rubber sealant in Compliance requires that A 4l A156.5 GRADE 2 or better cylindrical and deadbolt security three rows to a lock set be installed. Follow assembly Instructions POF-AI-X. bead we of 1;4' high x 34' wide. NOTES' 1. Fasteners recommended for this unit are 3/16' x 2-3t4' Tapcon screws calculated by the lowest fastener rating for optimum anchor positioning. 2. The Tapcon screw length is designed for 1-114' minimum embedment into the masonry 3. Sealant recommended to adhere sill to subtloor is 100% clear silicone rubber sealant. OXO units (66') use approx. 12 oz, of silicone: XX units (721 use approx. 16 oz. of silicone: X units (3" use approx. 8 oz, of silicone: 00 triple units (108) use approx. 24 oz, o1 silicone: OXXO quad units (t44') use approx. 32 oz. of silicone. Silicone rating. ASTM C-920. Cass 25. Type & grade NS. DAP product number. 0864 t. 4. For installation in wind -bane debris or high -velocity hurricane zones- add 3 fasteners to sill. t5l Sue"", per 1 iue a? 17 $pacing for 68 jmts t7i sc'e''T' p«r sRa1 4' spacii`p'cr 3S7 un„< Single door unit with two sidelites (boxed construction) Double door unit —(5) Screws per Side at 17.5' Sp94" for fib utkts 0) Screws per side at 14 spacing for &V units r 1 I I R 1 Double door unit with two sidelites SHEET NO. D1 3 ' ATl Nos, 01.43054,01, 0143054-02- and 01-43054.03 (Architectural Testing, Inc.: York. PA) Stock Building Supply Design Pressure Chart Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report # X 66841 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" T 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 61841 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6181.5 XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.7 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXXO 6` 8" 6' Opaque Door + 50.01-50.0 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/-W.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' 1 Sidelight Glass ODL Screw Frame 1 +60.0/-60.0 1 4177.1 N Z O o J � Q a � � f _ C o a O 3 Q 8 s a SHEET NO. D2 ONE INTERMEDIATE SIRE BETWEEN EACH AC Hj EMEIM LOCATION. URETHANE ADHESIVE (MOP 'k6mo •, �.... )KITE 11 DOORS UP TO r-f HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER r—o H•GFH TaoH>sxst OF (� SECTIONS (NOT SHOWN). Jam: THE DESIGN OF THE SUPPORTING STRUCTURAL omwE NTS SHHALL BE THE STY OF THE PROFESSIONAL Of RECORD FOR THE BOLDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BLKOD4 CODES FOR THE LOADS LISTED ON THIS DRAWING. 2' THICK SHIP LAP J011M. 25 GA. MIN, OM30M SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AM A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. PAINTED END STILES ATTACHED TO DOOR NTH PATENTED TOG-L-LOC SYSTEM BOTTOM k Cum). ti GALV. DOUBLE END STILES RED 10 TOP AND BOTTOM RAIL SNAP LATCH 0 ACES PATENTED TOG-L-LAC SYSTEM. ONTO VEtC17GU TRJIOK UK SNAP LATCH ON EACH SIDE OF INTER. SIRE `- END VIEW �' HANDLE :/' 'OUTSIDE KEYEDrjsrLE VEIN LC* INSIDE RANDIE oMncer KEYEf] TOOK SNAP LAMM LOCK OPTION TWO POINT LOOKING 04D SLIDE BOLT INTO TRACK STILE INTO Ei4CH EnNcEA ML OF DOOR. BRACKET USED FOR BiLi BOTTOM DOUBLE END a � u • .. N1.`.: •. , Eta• � «• • � „1. OPTIONAL 10 SCREW DSB GLASS OR WINDOW tlTE MOLDED INS17W 1/6' ACRYLIC SECTION 8- LITE RETAINER ja,3/4' PAN HEAD SCREW (1D sCREWS PER IRE) 12 GA. CALK. srEEL. TOP EACH BRACKET ATTACHED W 4 14x3 SFIEET METAL SCREIYS. ATTACHED TO TOP BRACKET WITH (2) 1/470/2' BOLTS AND NUTS PER BRACKET. 14 GA GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) 1495/8' SHEET METAL AND (2) 1/4' /4 SELF TAPPING SCREWS. (SEE VIEW 'B') ONE 4' TALL x TI GA. C—CHANNEL PER DOOR SECTION. (5) 1/ 3/4� SELF TAPPING SCREW PER STILE LACATKM. VIEW F t 2-1/2' 5 ,•) 4C-CHANNEL 16 GA. GALV. STEEL 1-1/4' WIDE x 16 CA. GALV. STRAP. (5) PER DOOR SECTION ON 16' WIDE DOORS. EXCEPT (6) STRAPS ON 2NO (LOCK) SECTION (SEE OWE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4'x3 4' SELF TAPPING SCREWS SCREWS TO ONE SCREW TO C- C W OM BRACKET. ATTACHED WITH (2) #14STEM �«S SHEET METAL SCREWS. ALUMINUM EXTRUSION A VINYL WEATHERSTRIP. 90TAPPM /6' SHEET METAL SCREWS LHR TOP BRACKET DOUBLE TRACK DOUBLE HORIZONTAL HORIZONTAL i 4'x3 4' SE1F OSCREWS. ICIN HEADROOM OPTION 14 GI END } 16 CA, INTERMEDIATE HIM VIEW VIEW 1' DOOR OVERLAP (EACH SIDE) 2x6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO W000 JAMB WITH S/NOTOLAC S xS1]/g'EXCEED 144 D.C. r GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET MTH ONE 1/4'x5/r BOLT dT NUT OR TWO 1/4- ON. RIVETS. STOP MOULDING BY DOOR INSTALLER CID SUIT) 16 GA GALV. Siffi. PAINTED ENO STILE 16 GAL Goa STEEL DOUBLE END STILE -2 GA. GALV. STEEL INTER. SME f•tlSIWUT N1F0 ON ROLLER SW�tT FOR UNRESTRICTED OPERATION 14 Gh GALV. STEEL ROLLER FASTENED TO END STIES EACH W 4) 14xS/ SHEET METAL �IYS 2 1 4 SELF TAPPING SCREWS PER 2• DIA. LONG STEM, 10 BALL STEEL. ROLLER. Co SECTION C-C AL•Tu! if•Z►�:7:z�7:�tI►`I��I;�Z�LiI;T�iI�L�ICI�I�`ii� 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK T TFI� YELLOW 70 THE ��H / BETTER) JAMBS. NO LOAD FROM THE ODOR IS (TOP) IAM9 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH M"TING SURFACE WOOD FRAME BUILDINGS (�) OR (3) WALLS ( TM I W2-WxS'H) 'i GOF DOOR OPENING SHALL BE FRAMED RADE /2 NOT RBEITERR 'A nSR)DS OF A STRESS H GRAM NOT LASS TWIN 12DO PSI NOMINAL EXTREME IBM STRESS IN BENDING (F%). MAI STIR] WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLACK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WiTH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUI.DIM ENGINEER OR ARCHITECT OF RECORD. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. V .— •A I.•n aBm 4If—w-m ti+l/ tNLliA' * li TYP. 2-1/2'02 GA. GALV. STEEL TRACI( BR CKEM DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14' D.C. (6 TOTAL ORKM PER SIDE FOR DOORS UP TO rO- HIGH). h TOTAL BRKTS PER SIDE FOR DOORS UP TO 6'0' HIGH). LOW NMIDOUBLE TRACK FE'ADROOM IS AVAILABLE AS AN OF" HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) FASTENER TYPE WIN. NO. OF FASTENERS PER VERTICAL 2x6 VERTICAL JAB ..+,L+ 7:... D����� ..3: • `.r,:t>\, .'7 k:.P (��II'��`C��Lx3E�l�'i♦11 +++ DLlIQC€J > + •• •• �mi3 + + I c•I�+1,E=r.•«:�:'i_i�lT[l�l�ldlrNrri:a0 �My , ,.,«,.�.. ,. !'�Ei�1�fd�/!I .:• ...a•' {•S)1'e•`l•A; �fl.;Stl[Ii1�l`iL ��'i�'.�I.IEa*€=i7s]>E�p4•�o/J:[w:U::a _.]M IRIMIU I"Aam". « ya, VAM IFSIF7rom PT - Hal" Pr- 04840 mom WAX" P.L /4J0.1[ EXCEEDSIDOA MEETS OR nn DOOR MEETIS OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW LOAN FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING ACCORD(ING TO THE 2001 FLORIDA BUILDING CODE 9{)) TOIL THE FOLLOWING =DR10N5 t) FOR THE FOLLOW4SAWNG DOOR )_DOZOR HAS 2' WIDTH IN IN �DING5 HIAS 2' OF WIDTH IN BUILDING S END 2 ONE. 3 FACTOR OF 1. 4 ANY ROOF SLOPE, 50% SAFETY WIND SPEED MPH 5110 120 1 130 WIND SPEED S t30 140 1 150 EXPOSE LEVEL 6 or C B C B EXPOSURE LEVEL B a C B C B MEAN ROOF HE IT 30' 1 30' 1 15-1 30 MEAN ROOF HEIGHT 30' 1 30• 1S 30' TM onrargvnMb dMgkt4d twain pa�r4 Iyr �oM of tM Clam 00*n Products ILA - and map a Maproex44 In any fom+ +.Uout ft .~ WmiaNao. DESIGN LOADS: +37.0 P.S.F. & —41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & —61.5 P.S.F. ORIGINAL DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). Z O 0 o > w W _ gm J Q Z w 0 0 S cid— O �•�� � Q �r-�I•j g • QQ� J a SHEET NO. 1 11/4- MIN': EwwmEN-,r CAULK BETWEEN obbb ;guck k MASONRY OPENING' By, OTHERS INSTALLATION AMICI�IQR ,3 t/t$ �NDIA. TAPC(M CAULY,.BETWEEN WNDOW FLANGE WOOD BUCK ONE By WOOD BUCK BY OTHER. ER) CAULK BETWEEN WOOD BUCK'& MASONRY OPMN6 BY OTHERS WINDOW CAULK 13ETWEEN OW BUCK FLANGE & WOOD BUCK RAW TYPE WINDOW FRAME PERIMETER CAULK_ ,.,- B*;'OIHERS _WINPOW WIDTH — EXTERIOR CAULK ETWEJEN .E NOTES), SECTION 2 B WINDOW FIANCE - INSTAUATION ANCHOR WOOD BUCK 3/16* DIA.TAPCON SHOW 1 1/4- MIN. EMBEDMENT -WON--- PERIMETER CAULK— _- BY OTHER /4' S"I SPACE MAX. FLANG � TrAM WINDOW L RNADOR E HEIGHT EXTER1019 .l WIBUCK -lWT WINDOW HEIGHT 11 PERI BY OTHEMETERR PRE CAST SILL BY OTHERS SECTION 1 141 CAULK BETWEEN WINDOW FLANGE & PRE CAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL EAIDIAENT --SHIM AS REOD. _(SEE NOTES) -rid OR INSTALLA N ANCH 3/164 DOA. TAPGON SHOWN 41 CAULK BETWEEN WOOD BUCK* MASONRY OPENING By OTHERS ONE BY WOOD BUCK BY OTHER = MAX. H WINDOW. WIDTH ELEVATION VIEWEP FROM. EXTERIOR SWM't4WlWjlW.,HM0NTAL SLIDING WWWMANM;WARA7X AKALISS4 ANCHOR WMM CHART AS FM E11,300 WINDOWSIZES K&W OP 1 -8 S" NUMBER . OF 3 . / fe"# TA'PCONIS Tax (INCHES) DESIGN PREMR]t IN FRAME REWD, IN., FRAME 130 MF44, AAF,IA 1. MINIMUM bABbMENT I 1/4P MINIMUM EMBEDMENT tkCLO�D BUILDO .1. EA04 'A AT EACH up Lil ~Awwff .HtA.0 JAM13$ HEAP OAM95 GLASS,SIZE R-UISTA X 24 x 12 -80 2 2 2. 2 2 94/417616 -w (SSB) 24 x 24 -80 2 Z 2 2 2 2 21/4 9 ,,1 9 , 1 -80 24 x 36- - �8cl 2 2- 2 2 0 4/4 t 2 vs -'B()- 24 x 42- -80 2 2 2 2 9 . -3 1 /4 .,Vl/d -80 24 x 48, -80 2 2 2 Z 2 2 9 3/4 t a 5/a -70 1 $SB) 24.9 55'. =zo 2 2 2 2 2 2 4 314 N 50 -70 '($S8) 30 x 12 -80 2 2 2 1 2 15 311 v 7 518 -80 (SSB), 36 x. 24 -80_ 2- 2 2 2 2 2 15 3/4 a 19 SA _80 (-SSB) 36 x 36 _$0 2' 2 2 2 2 2 15 3/4 i 315/9 -50 (SSB) 36 x 42 -8.0' '2 2 2 22 2 15 3/4 5/8 50 , use) 36 x 4.8, -7.6 2 -.2 '2 2 2 2 15 3/4 x 43 Sp 50 (056) 36 x 55 -64 2 2 2 2 2 1 2 15 3/4 x 50 518 --:50 (6W) 48 x 12 -80 2 -2 2 2 2 2 N. 3/4 x 7 5/9 -80 (SSB) 48 x 24 -80 2 2 2 21 2 2 21 s/4 x 19 SA -70 (SSB) 48 x 36 -80 2 2 2 2> 2 2 A 314 x Ji 5/8 -50 (SSB) 48. x *2 -74 31 3, 2 2 2 2 21,314 x37 Sit -50 (I)SO) 48 x 48 -62 2 2 2 2' 2 2 2! 3/4 - 43 SA ­50 (3/t5l 4.8 x 65 2 2 2 2 2 2 213/4 x 50 $18 -50 (3/16"j 60 x 12 ­80 2 2 2 2 2 2 V 3/4 17 5/5 -80 (SSB) 60 x 24 2 2 2 2 v 374 x 10 SIB -55 (SSE3) 60 x 36 -80 3 3 2 3 3 2 27 3/4 x m .5/a -55 (pse) 66 x 4-2 -66 3 3 2 3 3 2 27 3/4 x 37 51� -47 .(DSB). 60 x 48 -54 3 3 2 2 2 2 27 3/4 x 43 5 - 55 (31.1i V.), 60 x 55 -44 2 2 2 2 2 2 27 3/4 x 50 5 -55 (3/16"i 72 x 12 -80 2 2 2 2: 2 2 33 3/4 x 7 5/8 -80 (SSB) 72 x 24 -80 3 3 2 3 3 2 33 3/4 x 19 5/8 -49 (SSB) 72 x 3,6 -80 4- 4 2 4 4 2 33-3/4. x 415/8 -50 (DSB) 72 x 42. -61 3 3 2 3 3 2 M 3/4 x 37 518 -50 �3/16-� 3/16.) 72 x 48, -40 3 3 2 3 3 2 W 3/4 x 43 5/8 -50 MAY. 72 x 55 1 -40 1 3 1 3 j 2 1 3 1 5 1 2 1 33 3/4 x 50 $A -,5o (3/16" BIER NOTM- & 1), SHIM A $,,kCQUf;M ADJAC04T TO EACH NWALLAIM AN0iOR MIH LOAD WM MAX. 2) ZM rajAm tTA(X"_T* BE 1/4* c MA,7WAUAIAMV)M ALLOY 6053 'BMW 5) CNAX 10 "" YLANOE At HEAD O.W. JAMB&SILL MIJS7 BE AlTT?-Qft_ 70 74 W"M wat YAJMM _m ,ADHESIVE CAOAX CR APPROVED EQUAL 'cm" 1,09ME" SCAL Aoqlmcra' w, or WRMOW kmGe, s) ii'mm-mmsoms kSTD_om MULLION CAPACITY ONLY DESIGN PFtESWtES .14m 4L%i6_v4aq= MUST watTowmw Pai'ASW -CIZOO GLAMI WART AND I SMALLER V"-' Mu - WUSED 'FWCCilqt 6) *WW- WAM; RE=TANX"IlES(-Rexw4El#J'4T qF, 15XOF , DE" kW Apmm PO=VE DE§dk Ldpa's WL et LANig D16 4MO PSF OUEE TO- WATER. TEST PRESSM OF 6b: PSF ACHt%W'*I- TEST. 7) WXAAlb4 - nAW -WRM PIME FIR (&'*) WOOO FlIAME, USNO 08 SC RM :up V)MCOT i LENGTH IQ 'PROIAKMNNYW UAWUMT KM THE SAWMATE AS -SWM ABOVE iN TABL% 1W NO. to-R9 11"m 0 04- 4) #60AJAtW..1Or FLARM MMIE W4M IN 004=11E :Oft MASOMW,we"Am ff 0 7AP00m.,AMCR=_,OF.:.%WRCIEW -LOOM ?b PR&AM UNAW 1-leEMaM6AXT Sues* .04AMT. bjtVM arL lOr =—A F Cr7 IN ANOM CHART. AiSE A"GWA dUAN797Y IS,= *114 NEXT LARCM'%W. 001 X Cm34 R& Cwoft% TI 75.008 4A 6= 319022 Dallas. TX 75381 ASSEMBLY DRAWING SERIES 1480/1580/1590 HORIZONTAL SUrER wNDow D". CkKO SCALE AR 1p N/A REV: DATE DRWG NAIME j!!L\ 03/31/05 12/08/03b INSTALLATION 1 SHEET NO. w 1 FIN TYPE WINDOW FRAME -JAMB SHEATHING CAULK BETWEEN FIN. BY OTHER & SHEATING 1' MIN INSTALA'TION EMBEDMENT ANCHOR 1 PERIMETER WINDOW WIDHT CAULK BY OTHER -- EXTERIOR FIN T1PE SECTION 2 WINDOW J FRAME HEADER f I J u WINDOW HEIGHT EXTERIOR. FIN TYPEVOINDO j �. FRAMESIU: 24" D.C. MAX.(TYP). WINDOW PERIMETER GAULK'--' HGT. BY OTHERs SHIM F REO'D INSTALATiON ANCHOR j CAULK BETWEEN WINDOW FIN do SH€ATING' SHEATHING BY OTHER 1" MIN. EMBEDMENT SECTION 1 WIIVD.OW WDH. 2 _ x WOOti BY OTt1ERS CAULK BETWEEN_ WINDOW FIN do s SHEATHING 1"9A1N. EMBEDMENT SHEATHING BY OTHERS i14STALATION \— ANCHOR CAULK t 2 EQUALLY SPACE ANCHOR'S (TYP.) ELEVATION VIEWED FROM EXTERIOR 6' MAX.(TYP) COMPARATIVE ANA-LYSI:S & TARQ-_0+1. ANCKI3 Ctf" RT ASN E1300 WINbQW DESIGN I PRESS t 0. Of $_ SM 'Nl1I1II t ON i OAIL ;IZE: INCL L' t0ht fY' IN PSF It�4 IN Omit R�Qb �t oP .IA►�A _wI DTA 18' x 28 xX -- - - - - _ - 16 x 12 1/4' -80: (S`58) it. j6: 108 109 2 2 2 2 21 3 VJ S 1/4 BO (SSB). 10 x 48 83 83 2 2 3 2 2 3 16 x 2L 1/r -86 '(SSB) 1$ x 52 - - - - - - - -- 16 x 241f4 --7D (S5B) is- x: $0 63 63 2. 2 3 2 2 3; 16, tI 2S 1/4 -60 (tsi) 18` x 72 5D 50 2 2 3 2 2 3- :16 % 3� 114 -49 :(SSS) 24 x 2$ _ _ . _ _ - _ _ _ - 222 It i14 -=80 (SSB) 24 x 36 86 Be is 2 2 2 2 3 22 x is 1/4 -80 (=) 2+ x 40 73 73 2 2 3 2 4 22 x 1/4 -70. SS8 x 52 __ __ - - - _ _ _ 22 k 31/1 -60 (SSB 24. x 60 59 59 2 2 3 ? 2 4 2203,114 -50 (SS8) ,24 x 72 48 48 2 2 3 2 2 4 22 x 36 i/4 -60 (SSE) 32 x 28 -- -- - - - - - - d01 ii 1/4 -60 (SSB) 32 x 36 57 57 2 2 2 2 2 2 Jo Ir w t/4 60. '(SS8)' 32 x 48 52 52 2 2 3 2 2 3; 3I12E'1/4 -30. (&SH 32 x 52 --- - - - - - - - 36x U 1/4 -65: (1)SB) 32 x 60 46 46 2 2 3 2 2 4 38 x;281/4 -65: (tiSB) 32 x 72 40 40 2 2 3 2 2: 4 36 x341 4 -50. (DST) 36 x 28 - — — — — - — — 34 x 12 1/4 —80 .(SSB) 36 x 36 52 52 2 2 2 2 2 2 34 x 161/4 —60 (5156)I 36 x 48 49 49 2 2 3 2 2 3 N x 221/4 —50 ((SSB) 36 x 52 -- -- 34,241 /4 —65 (DSB) 36 x 60 43 43 2 2 3 2 2 4 34 x 251/4 —65 (DS8) 36 x 72 40 40 2 2 3 2 2 4 34 1 3F 1/4 -50 (OSB) 44 x 28 -- __ - _ - - - 0 x it 114 -60' (S-A) 44 x 36 41 41 3. 3 2 2 2 2 14 t It i/4 -60 (SSB) 44 x 48 40 40 3 2 3 3 3. 3 41122'1/4 -50 (SSP) 44 x 52 -- -- - - - - - - 42 x 241/1 -64 DSB) 44 x 60 40 40 3 3 3 3 3 4 42128 i/4 -65 (DSB)I 44 x 72 40 40 3..... 3 3 3 3 5 42 1 X 1/4 -50 (DS3)I 48 x 28 -- -- - - - - - - 461121/+ -80 (I)SS) 48 x 36 40 40 3 3 2 3 3 2 46 x 5 i/4 -50 (DSB) 48 x 46 40 40 3 3 3 3 3 3 46 x 221/4 -70 (3/16, 48 x 52 �_ __ - _ :. - 461 2i 1/4 -70 (3t6-= 4$ x 60 46 40 3 3 3 3 3 4 46 x 7S 1/4 -60 (3116'. 49 x 72 40 40 3 3 3 3 3 5 44 X 91/4 -60 ` 3 i, 53 x 12 40 40 3 3 4 77 4 4 7 31 t 34 114 -50 (3/16' ffMER& NO Ss 1) SHIM IF REWIRED FOR LEVELING. 2) "NOW FRAME MATERIAL ALLOY 6063- 3 CAULK BEHIND WVVOW FIN AT HEALi ,SILL do JAMS 4) CAULK FOR. PERIMEETER SEAL AROUND EXTERIOR OF WNDOW FLANGE. 5) %ASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM. E1300: CLAS5 tSimT. Stt4GLE GLAZING IS,SHOW '' INSUtA'1)NC CLASS IS ALSO QV"J�. S) ie41ERE Wj1TER #2ESiSTANCfi ZEST RkwAeMENT OF 15k-OF DESt6N LOAb APPUES� POSEi11lE RESIGN t 0w05 WLL BE LIMITED TO 40;0P5F DUE TO WA1ER TEST PIt ffRE -OF $.O �P5F AC"EVED-94 TEST. 7) F%FRAME WNIDOW'IN WOOO.FRAME'OPU4NO- *tT TWO BY WOOD:51UD8 GKX1 OW RAILS OR, #8 SSXtEw .OF St�:1tyENT LFNCTN TO f06ftE MINA- I L01ft wart MJTO S�JBSTrt 8) : IF E%AGT W DW Si Z IS NOT LISTED IN ANCHOR CHART . USE ANCHOR, M LISTED: i 1 Of aaai. Lp 1001 N. Croabli Rd.•CurtoBeo, 1X ]5�6-PQ 8oa 8t9032•Doiae, Tx 76381 ASSEMBLY DRAWING SERIES 1100/*00/1970 SINGLE RUNG WINDOW ORN. CkKO SCALE AR tP N/A ALLOY T km DATE DIE NUMBER I 12/11/03 B INSTALATiON 1100 SHEET NO. W2 2 x-VDbb BY bTHER5 CAUUt BET1NE�iV FIN :TYPE WIND0IW ITN ;dt WINDOW FRAME SHEATHING JAMB SHEATHNG GAJ. K BETWE FIN BY OTHER ae SHEAI' 1W INN, EMBEDMENT MtN, INSTALATIQN I EMBEDMENT ANCHOR j l I I SHEATHING BY OTHERS PERIMETER -WINDOW WIDHT INSTALATION CAULK BY OTHER ° . ANCHQR EXTERIOR 6-PERIMETER CAULK. FIN ' PPE BY OTHER' WINDOW FRAME HEADER WINDOW . WDH. WINDOW l EXTERIOR HEIGHT yFyqIN� TYPE FRA►AEWSILL 24" O.C. MAX.(TYP). / 2 WINDOW HGT E13.UALLY SPACE ANCHORS (TYP.) PERIMETER CAULK By OTHER = SHIM IF RE0'0 INSTALATION. ANCHOR CAULK BETWEEN "*OW FJN & SHEATING, 0 0 0. 6" MAX.{TYP) SHEATHING L � BY OTHER. 1" MIN. EMBEDMENT 6"MAX.("n?). SECTION I ELEVATION VIEWED FROM EXTERIOR ml [id 18x 28 >!>i. : > _ r _ 16.Y (! IA --so (SSf3p 18• it 38 1" 109 2 2 2 2 2 3 V x 16 1/4 -60' (SSBj 18' z 44S 83 83 .2 2 3 2 2. 3 16 x 22 1/4, -80 swl (SSE):. 18 x 52 -- -- - - - - - 1B 24 ]/{ -70 I$ k 60 63 63: 2 2 3 2. 2 3 is 21 1/4 —60` 0 0 TS x 72. '56 50: 2 2. 3 .2 2 3 I6 134 1/4. -49 (SSB) 24 x 28 — - - - - - - - 4 x 12 1/4- --AO: (S58) 24 7x 36 et3 88 2 2 2 2' 2 3 22 x 16 1A. -80: 058) 24-x 48• 73 73 2 2 3 2 2 4 22 x 2t 114 =70 (SSB 244 x 52 (SSB St4 x 80- 49 59 2 2 3 2 7 4 22 x 26114 -56 (556) 24 x 72 48 46. 2 2 3 2 2 4 22 x 3F1/4 -60. (SSB) 32 x 28' -- -- - - - - -- - 39112, ! f4 -60 (SS8) 32 x 36 57' 57 2 2 2 2 2 2 311 x 16 1/4 -6,0 (SSB) 32 x 48 52 52. 2 2 3 2 2 3 3O x 2t 1/4 -6,0 " S5B 32.x 52 -- - - - - - - - x x 24.1/4 -65 DSB5 33 x 80 4646 2 2 3 2 2 4 Jd x al -0 (DSO) 32 x 72 +40; 40 2 2 3 2 2 1 4 JO x 91 4 -50• (DSB) 36 x 28 - - - - - - - - 34 112 1/4 -60 (SW) 36 x .36 52 52 2 2 2 2 2 2 34 iG 16 1/( -60 (S39) 36 x 48 49 49 2 2 3 2 2 3 34 2t 1/4 -60 (SSS ; 35 x 52 -- -- - - - - 34:24 1/4 -65 (DSB; 36 x 60 43 43 2 2: 3 2 2 4 34 x 231/4 -65 (DSB) 36 x 72 40 40 2 2 3 2 2 4 34 x 34-1/4 -50 (DS'8) 44 x 28 -- -- - - - - - 42 x 12 1/4: -60 (S�13) 44 x 36' 41 41 3 3 2 2 2 2 42 x 161){. -60 (SSB) 44 x 48 40 40 3 2 3 3 3 3 42 x 2t 1/4 -50 (SSB) 44- x 52 -- -- - - - - - - '42 124 1/4 -65 (DSB) 44 x 60' .40 40 3 3 3 3 3 4 42128.1/4 --65 (DSB) 44 x 72 40 40 3 3 1 3 3 3 5 42 x 3t 1/4 -50 (DSB) 46 x 28 -- -- - - - - - - 46.c12 •1/4 -80 (OM) 48 x 36. 40 40 3 3 2 3 3 2 46 x 16 1/4 -50 (DSB) 48 x- 48 40 40 3 3 3 3 3 3 46 ; 2t 114 -70 (3/16"' 48 :Y 52 -- -- - - - - - - 46 x:24.1/4 -70 (3/16,, 48 x 60 40 40 3 3, 3 3 3 4 *x 2& 1/4 —60 48 x 72' 40 3 3 3 3 3 5 46 x 341/4 -60 53 x 72' 40 40 3 3 4 4 4 7 1 $1 x 34 1/4 -50 (3/16" GENERAL 1) NOTES: "M 1F REOV FOR LEVELING.. 2 NINDOW FRAME MATERIAL ALLOY 6063 3 CAULK BEHIND WWNDOW IN AT HEAD .SILL & JAMBS: 4) CAULK FOR PFfiMETER SEAL ARO[R40 EXTEMOR .OF WINDOW FLANGE. 5) GLAS$ THICICNESg.MAY YARY.FtR THE REQUIREMENTS OF A5TM El" );LASS CHARY SIN"L GLAZING,, {S SHSSW4AI. INSULATING CLASS IS ALSO QUAUMD G) N44ERE vPCTEIi RESCSU111<3x TEST-.ReOUIREMENT OF 15% OF DESIGN 1AAD ANPUES. PO$MVE DESIGN, LOADS WILL B6 60ATET} TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 60 PSF ACHIEVED qa TE$T 7) =1A1Jp4k FIFt FRAME WWQW I4 .WOOD FRAME OPENPIG WIT TW0 BY WOODY SR0$E1L DLA: NAILS OR f6'SCREW OF SUFFICIENT LENGTH TO.:PROVlgE MIN.1"IDS EMIXDME14T 0116 Suam"A*- 8) IF E%ACT kXD-W. -SQE. JS NOT LISTED 64 ANCHOR CHART . USE ANCHOR OUANTITY t 15TE0. YATN ' NEXT LA4§bER SI& 'M JOB` #0,4-222 YOQSEI= LAVY, P.E. -. CONSULTING ENGINEER:Tczlsv IF 9560, FOREST LAME STATE * 108 SODt M Cal lid - cwommi 7X 15W • P.11,Ba $1.9022 ►J 11* 71 75M. DA1 LAs TEXAS 732 3 T: (214)340-0R49 F.(214)340--0067 ASSEMBLY DRAWING SERIES 1100/1900/1970 FE & HE SNOLE HUNG WINDOW ORN. CH SCALE. AR IP N/A ALLOY TEVKR DATE DIE NUMBER 51/25/04 B INSTALAIDN 1100 SHEET NO. W3 f -C'WX-80*0 FIN zT Cm"imamw F9i - „_- Ex 1w IN1Fialk MUUJOH! twiOr i9fa .w�61 SECTION 2 T� �1 'ASTENER v BY OHM 'ER SCHEDIX.E MNDOW WDH-: - IAnLK: Bti16M FBi O O Q O 1930 HEAD tEPoh�iER WAX 1907 FlXEO ItAB. BY O1tffR 2959. LOCK-RAk 12" 0.0, vermal MAX. (TYP).. Soctlon EQUALLY SPACE WINDOW OT AtV - HCt GNOftS (TYP 29M 80TSOM ItAk 1901 6' MAX.(TYP) odor � 1 �VMAX(TYP), ELEVATION SECTION 1 VIEWED FROM EXTERIOR 2 .X .1MOd6 BY OTI$R5 MIX. EMBEDMENT (SEE CHART). --- - FASTENER PER SCHEDULE 1a4 st rlwep►w►>Gi[:auttiss +vlagt o�n{es l9ao rw.l l+�u a tie r ty ASl M E130Q agOprl 1R91pY11t /6 sc(c 8 N411WEN cr MOO 11A4S 130 . PARTIALLY �am u 81r#w� REDIum N AWA Dowf?pEs51I18 1(3PAQ11•• -M Y 1 wvm li 1-1" sowmw 1EADLIM BUILDW WBTH/ HEAD Ski AT FAC'1 NE/t6 SILL "T ERdt -. ... GLASS SfZE OP: -LOAD HaGHT : _ 440 � RES11TANdt 34 x 36 -a0 2 2 2 6 6 4 1B"1<18 1/4, -80 36 k 44 -110 3 3 2 7 7 5 m x 19,1/4 w80 (558) s X 4� -aa" 3 3 -2 r 7 s 16 x Xl 1/4 -90 MR) 38 X 32 r9Q 3 3 2 B 8 5 11g' x 241/< -�70 tom) 35 X 8G. -88 3 3 2 5 a a 14P x�ff 1/4 -60 ) 35 X 72 70 3- 3 3 10 TD' a x 34 1 4 -36 48X26 -40 _. ..3 ,3 _.".2:_. 8 6___. 4 22x16T4 -So ...(A6g)-.' 48 X 44 =86 3 3: Z 9 9 5 2Z.9 19 1/1 -SO (S58) 49 Y 46 -80.- 4 4: 2- 10 10 6 122 K 22 1/4 -6D (496) 48 X-"52 -90 4 4 3" in 14 : 7 22 x 241/4 -70 (958) 44 X 60 -74. 4 4. 3-. 17 11 A 22,x 28 1/4 -80 (SS8) 46 x 72 -6t. 4 4 3 1 10 10 a 22 x 34..1' ss0) 56 x 36. To - 3 3 2. 9 9 4 28 x 16 1/4 -00 11 :56 X 44• -84 4 + 2 11 11 - 6 241 19 1/4; 770. (SS@) is X 46 -40 4 41 3 12 12 7 25 x 22 1%4 -76 (SM) 56 X a2'- -eC: 4 4 3. 12¢ 12 7 28 a 24 1/4 46 (S58) 56 X 60. -68 4 4 3 12 12 8 26 x 28 1/4 -50 Cs*36 X 12 -54 4 4 3 11 11 6 26:x 34 10. -SD t0981 60 X 30 -80- 4 : 4 .2 to 10 5 28 X 16 1/4 -80 SSej 60 X 44 -80 4 - 4 2 12 12 a 28 x 19 1/4 -00 (SS$) 60 X 48 _ao 5 - 3- -3` 13 13' 7 28 x 22 1/4 ,W (SS$) 80 X 52 -79 5 6 -3 13, 13, a 26 v 24 1/4 -30 (SS8) 60 X 60 -8'S - 4 4- -3. 12' 12 a 28 x 26 1/4 -50 (056) 60 X 72 -52.. " .. 4 -. -3 --11-. it 6 28 x 34.. 1/4 _-56 (038). 66 X 3a -60 4 4 ..2- 12- 12 5 31 x 18-1/4 -.60 _SWB) 86 X 44 -77 5 S 2 13 13 6 al it 19 1/4 - -66 (SM) 88 X 48 -74 5 5 3 13 13 7 31 z 22 1/4 -50 (9SH) 66X 52- -72. 5 5 3 14 14 7 31.x 24 1/4 -50 (SSA) 66 X 60 -61. S 8 3 13- 13 8 31 x 28 1/4 -50 (Q58} 86•X 72 -46 4 4 3 i2 1Z 6 31 x 34 1 4 -50 ) 72 X 36. -77 4 4 2 13 13 5 34 x 16 1.4 -70 050) 72 944 -68. S 5 2 13 13 6 34 x 19 1/4 -60 (058) 72 X 48 -65- 5 3 2 13 13. 5 34 x 22 1/4 -56 (m) 72-X 52 -83 5 3 3 i3 13 7 34 x 24 1/4 -60 (D96) 72 X 69 =58. 5 6! 3 14 14 8 34 x 28 1/4 -50 (DSB) 72 X 72 -45 4 4 1 3 i2 12 6 34 34.1 4 -46 (DO) 88 x 36 -59 4 4 2- 13 13 4 42.x116 1/4' -50 (D58) 88 X 44 -5.2. 4 4 2 13 13: S 42 x 19 1/4 -47 (OW) 83 X 46 -40 4 4 -2 13 13 5 42 x 22 1/4 -.46 (D$8) 88 X 52 -47 5 5: 2 13 13 3 42 x 24 1/4 -70 (3/1r). 88 X 60 -43 5 5 2 13 13 6. 42 88 X 72 - -40• 5 .6 3 14. 14 a 42 x -11 GENERAL NOTES 1) SHIM AS REQUIRED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHIM "MAX. ALLOWABLE SHIM STACK TO BE 1J4, 2) WINDOW FRAME MATERIAL ALLOY SM. 3) 0SE CAULK 800M *0OW F *f AT HEAD SILL. k JAMBS. 4)..USE C40 FOR P WETER SEAL ARQI7ND EXTERIOR QF WINDOW FLANGE. 5) DE" PAS. SHf J ASED RE 9AON! MULLION CAPACITY ONLY. DESIGN PRESSWRES FOR .(;tass THICKNESS. MUST k DE704 NED PER ASTM E130D GLASS CHART AND THE Sil ER VALUE MUST BE USED FOR DES'1(;rl. 6) WHM WAM- RE?ANCE TEST REQUIREMENT OF 15%.,DF DESIGN LOAD APPLIES. POSITIVE DE51.4" LQADS WALL BE LIMITED TO 4a0 p5F DUE TO WATER TEST PRESSURE OF 6:o PSF ALmYED iN LEST. 7) itMALL VON: FIN FRAME'WINDOW :IN SPRUCE PINE FW (SPF) WOOD FRAME OPENING VAT" TWO BY WOOD STUDS. USING 0.114*0 NA _OR #8 SCKW1! OF SUFFICIENT LENGTH TO PROVIDE M"MUM EMBEDMENT MTd!�SUBSTR61E AS SHOWN ,ABOVE IN TABLES. 8) IF EXACT WNDOWI SIZE I5 NOT LAM MY ANOIo CHART; 0,$E A464OR QUANTITY LISTED WITH NEXT --LARGER 5IM SHEET NO. W4 ONE BY WWD - BUCK BY 01HEk CAULK BETWEEN W DW-DWF FLANGE d WOOD 6UCt( I PERIMETER COLK BY OTHER MIFE;—/ NOT#` BUCK WIDTH INSTALLATION ANCHOR, FLANGE, TYPE Y1gtLD01M1.FRAME GAULK-BETWEEN JAMB WOOD BUCK. & MASIGWY OPENING BY OTHERS 1 11//4" MiN. EMBEDMENT PERIMETER CAI 'BY OTHERS. WINDOW wrohi" EXTERiOI L7 CAULK BETWEEN WINDOW FLANGE WOOD BUCK SECTION 2 WINDOW WDH. i 4 TSIZE CALL WfQow D EroM SIZE (IPtCIiEs) t i AS REM 12 to.1/B x 2s NOTES) 13 19 1/8 x 38,3/8 14, 19 t/6 Y, 50 5/6 14=44 19 1/8 XA4 SJS 14+5 15 19 1/8 x 56 AA Ik 1/$ x m lb 19 1/4-x'72 ANCHORINSTALLATION CAUL K: BETWIEEN W0011'BUCK- & MASONRY ,CkNINIG BY OTHERS EXTERIOR '� "1 BUCK HEIGHT A C FLADOW NS IYPAME ( D E S�81FRE J K 2 PERIMETER CAULK BY OTHER WINDOW HCT. F G PRE CAST SILL BY OTHERS CAULK BETWEEN WINCOW FLANGE & PRE CAST SILL WITH VULKE I 116',AD0ESIVE CAUtx OR SECTION _ 1 APPROVED EQUAL GENER& NOTES` 1) SHIM, AS READ; AT EACH INSTALLATION > ANCHOR WITH LOAD, BEARING SHIMM, MAX: ALLOWABLE 'SHIM STACK•TO BE 1/4` 4 WINDOW FRAWE MAATERIAL; ALUMINUM ALLOY 6063 3) CAULK BEHIND WINDOW FLANGE .AT HEAD 'AND JAMBS,SILL MUST BE ATTACHED. TO THE SUBSTRATE WiTH , EM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULKIM 116 ADHESIVE. CAUL.I( AT FRAME SILL MUST COMPLY' WITH SEALANT MANUFACTER£R'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. ELEVATION VIEWED FROM EXTERIOR 1H3 1 26 1/2 at 38 .3/9 -IH4 26 1/2 .x S0:5/6 U44+4 26 1/2 it 54 6/8 1H4+5 26 1/2 x S.S.5/8 IHS 26 ig !x D3... 1H6 28 1/2 x 72 147 lto 1/2 x 84 304 30 1/2 x 26 30x3 30 1/2 x 30 3/8, 30x4 30 1/2'. x 50 3/6 3N4+4. 30 1/2. x 54.511 30x4+5 30 1/2 x 55 5/8 30x5 f 30 1/2 x 63 30i I 30 IA x 72_= 1 30 1/2 x 84 22 37 X 26 23 ! 37 x 36 3/6 24 37 x 50- 5/8 244+4 37 X 54 5/8 24+5 37 x 65-5/8 25 1 37 X 63 26 27 � 37 X,72 37 X 84 4226 42 X 26 4238 42 X 38.3/9 4250 42 X 50 5/6 424+4 42 X 54 5/8 424+5 42 X 55 5/5 4263 42 X 6J 4272 42 X 72 4284 42 x 84 4828 48 x 26 4838 48 x 38-3/0 4860 48 x 50.5/8 461+4 an x 54 $/6 454+5 48 X 65_5/E 4863 48. X63 4872 48;9 72 32 53 7/3 x 25 33 03 t/D M 38, 5/0 34 53 1/8.x.50 5/a 34+4- 53 1/8->19 54 5/8. 34+.5 53 1/8'X 35 5/8 30 53 1/B X 83. 36 53 1 /8 X 72 kPCCR4 ANCHOR, tOCjkllON CHART ASTW El3W W PRMME TAM ANQW LOCATION IV, P WILL Aq_ TY iN PSF LOCATIONS 9 tom -309 A;0 F.41LI N 1/A x to !A" -W:-(b'$8) I -193 AC Fi%fl l :_ fR r M tfjllt -00 Via) 164' A C F.C,HJ k 1/A r 231JIt -4!O -150 A.0 F QNJ 16 t/A r 2S i f1A -70' 147 A;c F:" 1i1J1<t2i:910 -70`. (166): , -132 Ac O E,E,G,HJ WI A x 2! 1/4' -Sb. (S.". . -118 AC O.EE `l.H1 fi.1/ttA* -.55 {Ma . -104 AC D.C,F.4+I,► %41 t 31 -w -130ti AC' F;G,HJ 2l1A *! * 3A -817 (S58) -100 kC F,GJIJ 231/2 [ ti 1Sf It -! (5$B) -1.01 AC: F;c.HJ 23,/2 [ 93 t/16 -60. ( , -100 AC F.G.H./ 23 1' [ 25 i/16 -70 i . -10D AC. F.GMJ 231Az 254/N -70 (55g -9t kc F:C,HJ ti i/t 09 IA -55 (SSB) -78. A.C' F,O,NJ 66 AX F,C tHJ o 1/2 a 313A -50' -113 Nc F.C,HJ 21IA r N 3/4 -80 -60 AC F4HJ 271/2 416 am -55 (SSg) 28 A.0 F.G Nil 121/2 t a 1%16 -50 { _77 AC F.0 HJ 211/2 [ 21;Vd -49 -76 AC F.G.HJ 271)2 [ 26 9/M -49 (S'$* -76 AC F 4H.1 27 1/1 x a 1/+ -w (D'se) -71 AC F.GmJ 27'A r W 3A -50 (D88) -50 AO FG tfJ 271# r 313/4 -eg kc F:4HA u%!0 3/4 -80($S8)' i -IV AC FXG N3. xiis" -55 (SO) -57, Alt F,G,HJ 31 x av,9: =-SO {S 2) -55 AC F.C,H,I 31 A 251/06 -49 (S'SB) -55 AC F.G,H;1 3i x 25" -49. (sw) -53 A>C F.G.143 34 i 291/4 -50. -5 AG FG.HJ 31t333/4 -yp � -52 A.0 FG.H;1 31 r 38 314 -44 (05B) -49 AC F,C,HJ 31 t 103/4 -00 (SSB).. -40 AC F4HJ .39 x R Isla -55 (SSB) 1 -40 A.0 F.0 HJ 31 x 23 f/te -50 -40 AC F.O,HJ 31:25!/16 -49 -40 AC FC,HJ 3s r 25 9* -44 (SS@) --40 AC F0,H3 392290 -40 AC F.G.HJ 31 x A 3A -50 058) I --40 A.0 F.G.HJ b x 39 3A -49 05B) . -49 kc FAMA 6 t t6 3/4 -65 (6S0). -40 AC F4i1J 45 r %," -So (OSB) -40 AC F.C,HJ 45 t 23 t/0 -50'-(3/16') -40 A.0 F." 6 t a51/t6 -30 (S%1r) -49 AC F•C.HJ 4 12S 1/* -50 (3/16� -40 A,C FG,HJ o t A -45 3/irl -40 A,C F.CJU 446 x 33 40A 45 -40 AC . F.GJLI 91 t/6 w 10 a/4 -65 (00) -40 AC F.G,HJ a 15 a f013/H -So. (068) -40 AC F.G,K,t 56 )A [ 23 IAP -w -40 ka: F.O.NJ 661/A x x51%q -50, .4g AC F.G.HJ 561/A as l-i -so _,p kc- FG.N.1 611A t 2l1/4 --45 3/16') -40 kc F.4i.H.l 301/A [ 33' -43 Op &I, EM:CAPPEO 13Y RESULTS 0 V AIM PEREORMANC2 TE51916. WHM.7HE WATER-RES&ANCE IEST REOU I? (IF 15X OF 'DIMIGH LOADS APPLIES POSIM OESIGI4'LOADS WILL BE LIVED TO 4&0 RV DUE TO WATL72 TESTRRESSURE OK 6:0' PSF ACFIIM ON TEST: 2) NSTALLATIONI. FLAM FRAME WINDCWN Cp11f RM OR MA$WZY W.MI.!G USE6- O!ik TAPCON ANC H7R -W SUFFOW LDiM TO PROVIDE WWII-1/4 EMBEDMENT S AME AT. LOCATIONS SHM1 0.4 'CHART; ��: SEE t1evA1)ONS FOR 1� f i'O 72W�ON LOCATONS 4J IF DO&T W10WIi 3RE IS NOT LISTED N MiCHM-CHAR'4 125E ANCHOR 013AN11TY LIST® VJ* NEXT LARGER . 5I M FM THE APPROP1i IE DMW -PRESSURE _ R£0b. CUM xs�s tOM tM. Gdrt A6 • »( 752K-FA IN 619022-0d6m, i1( 75391 ASSEMBLY DRAWING SERIES 1450/1550/157O SINGLE WJHG WIICOW CIRN. CHKO SCALE AR IP N/A ALLOY waltI DACE WE wWIHER 12/G8/03 Bi iNSTALATION 1450' SHEET NO. W5 SHIM IF REO D QVE BY WOAD R$STALLAMON ANCHM _ BU(2c BY bTHER CAULK. Br=TwEEN MCAULK BETWEEN. WINDOW EBM WOdD BUCK W41P4 BUCIF di AIASf)E+IRY .OPENING BY OT11EIt5 II i 1 j4' LAIN. {� Et�EDMENT --SHtM IF REVD. PERIMETER CAULK BY OTHERGE �Tyy- AAP OWR FR4 9 EXTERIOR ` Lj ILAAJL BUCK 'IV XHEIGHT FLANGE WINDOW SIH PERIMETER BY OTHER BUCK FLANGE TYPE- o'k FRAME - ONE BY 'WOOD . BUCIt BY OTHER! EMBEDMENT SHIN IF REWD. A 4 PERIMETER CAW 4 BY OTHERS WINDOW WIDTt# EXTERIOR` SECTION 2 NGE� _ WOOD BUCK wmibow WDH. C L J � K 2 WINDOW HGT. F I PRECAST S1 L VVV BY OTHERS CIML BETWEEN tNND(3w FLANGE di PRE CAST SILL VM' VULKEM: 1OR APPRO EWA� H Tr GENERAL NOTES: SECTION 7 I) SHIM IF REQ'D. FOR LEVELING. 2) VANDOW FRAME MATL]RAL ALLOY 6063 ELEVATION 3) CA" BEHIND WINDOW FLANGE AT HEAD AND JAMSS. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE MEWED FROM EXTERIOR DESIGN 5) DN PRESSURES SHOWN ARE BASED ON MULLION CAPAWY ONLY PRESSURES FOR GLASS THICIO&M MUST BE DETER►UNED PER ASTM-13M GLASS CHART AND 7W SMALLER VALUE MUST BE:QSEP FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUREMENT OF t5% OF DESIGM LOAD APPLIES DESIGN LOAD WILL BE LIMITED TO 40.00 PSF, DUE TO WATER TEST PRESSURE OF (50.0 PSF. A04M ON TEST 6) 1NSTALLJITION: FLANGE FRAME YWNDOW IN CONCRETE OR MASONRY OPENMIG USING` 3/16- TAPCON ANON OF SUFFICIENT LENGTH TO PROVIDE MINIMUM 1 1/4' EMBEDMENT INTO SUBSTRAIE AT LOCATIONS SLip!A+N ON CHART 8) IF EXACT WINDOW SITE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH mw LARGER SZE. G INSTALLATION ANCHOtt CAULK BETWEEN 1N000 BUCK dt MASONRY OPENING BY OTHERS - COI .- A-UVEANAL7SP. CALL 419NI)OtK `sTz SI& '(INCHES) IR LOCAlFOIJ CHARt ASIM E-1300 VIC'm ,AP MOR LWATION E�ilt�01A LOtATIONs .1.186 GIAm S12E I oM r --193 kc I C,Fkt x t/17.t wfil -w -104 A�c 1 wti x 1A r n _w -.i'SO'-. 1k£: F.G,M.{: K 1%3! IS fj(i' 9 -� 147 A C F." Sifi t-N 1/4 -70. -142 kc! D,E FG tt { 46 ►A r:21 to -55 -11&: A.0 -. D CJif W to x:33 3A -55 - -104 A.C, D" wu % 1H 139 3A -50 7 M4 2tl l jtz * 25 --145. A,C F.6,Na u i/2 x ro 44 -5M. t'Q 3). N3- 26 t/2 x 38 3/4, -1t19: A C, F..0 HJ ZS 1/2 is iS/k -$0 (SSB) 1N4 26 1/2 ■ SO S/B -to A.t F,0.14,1 211/2x.237/!i =80 (S$B 104+4 261/2. .z 54 5/8: -100 Al2 F"j 231Jtr 31JNi -70 {S50 1114k5 26 1/2 x ds 3/A. -30¢ AC F,O,HJ. 21 I/! x 25 %% . -70 (SW) 1 H5 26 1/2 x b3 -9i AC F.G.NJ 23 I>Z * 1/4 -SS (559) am 26 1/2 x 72 -74' A. F,C.HJ ?31/1 33.3A -55 (DSB), 'Ian is t - - x -6e A;C' F.G.11.1. 311/2 x :x * -so (ow) 30a 3O 1/2 x 26. -113 kit F:GHJ. f,iA N3/4 -80 (s'SB) 3Mb . 30 IA x 38 3/8 -88 A,C F,G M.1 a 112 x Y 15/N -55 (SSB) 1 3ctx4 30 1/2 x 50 51$ -78 %C FG HJ; 2i 1R a 1/If 7S ll 30mt4F.4 30 1/2 > SC S/8 -77 A.0 F o Hl. 211/t s 2S t -42 70x-5 36 1/2 >1 55.3/8 -78: AC I ou 2I 1/2 x 25 9/I4 -49 {S58) 306 30 1/2 a 63 -70 AC F,C,HJ !31/t i.291/4 -S0. (DSB) 3" ! 30 1/2 x 72 -71 A.0 Fo.HJ 27 IA x 33 3A. -56 (Dss) ? 36 1 x 84 -50 AO F G,NJ 27Ili. 39 3A -49 D58) 1 Z2 37 X 26 -t19 A.0 F.C.HJ 34 r M 3/4 -80 (SSB) 23 37 X 38 3/4 -67 A:t: F.G.HJ 31 x 9613A4 -55, (so.) 24 37 X'50 5/E -37 IBC FGHJ J►i 21 to -50 (S5B) 24 4 37 X 54 5/8- -55, Ax FG.HJ, 311 251/15 -49 $SB) 24+5 37 X 55 5/8 -35 A.0 FG.HJ 31.x 25 i/4 -49 (S;M) j 25 37 X 63 -53 A.0 F.GHJ 34 t 291/4 -50 26 37 x 7$ -32 A.0 F.G.HJ 3♦ 133 3H -50 (D58 27 37 X, 84 -52 A c . F,G,H) 31 r 31 3/4 -49 (Osti) 4226 42 X 26 -49 A.0 F,GMI 31710 3/4 -80 (SSB) ! 4538 42 X 35 3/8 -40 A,C F G,HJ 311 9i..15/N -55 (SS8) 4250 I 42 X 50.5/8 -40 A.0 F,QHJ 31 r 73 I/>s -50 S56 420-4 42 X 54 5/8 -40 A F F. HJ 31 r 281/M -40 � � { 424+5 42 X SS 0/8 -40 A:C F.C.WJ 31125;1/N -49 (-W) i 4163 42 X_ 6.3 ...40, A.0 t:0 N.1 a 129 4 _50 (06e) 11 4272 42X.72 -40 A,C F.G.WJ 31t313/4 -50 (Dfi8) 42" 42 X 64 -40 AC F.CJ4J 31 x a 3/1 -49 DSS) I 4826 ` 48,X 28 49 A.6 r."A 45 r to'314 -65 (SSS) 483B 48 X 38.3/0 -40 A.0 FC,H.I a r Is UJA -50 (DSB) 4860 i 4E X 5D:0/8 -40 A.0 F.C.HJ: 6x23114 -50 (3%1S'j 48.444 48 X 54; 6/8 -4Q A.0 F.GMJ 45/251/11 -50 (3�16) j 484+5 48 X 55' S/8 -49 AC F•GHJ 45r 2S Q4 -SO (3 16') 4863. 48 X 43 -40 A,C f.G HJ' a 1291k -45, (3/16-) 447 F2 AC F,G H.I 4519 -45 (3AS') 32 53 1/8 x 20':. --W A,C , F.G;HJ a 1A I A 3A -65 (S'58) - 33 53 1/8x 30 " -40 A.0 F,G.Im 50 IA 1 11 t5/A -30 (DSB) .l4 53 IA x 50,418 -40 AC FtHNJ 511/4i1.231/11 -30 (3/16 ...Ji}1 53 1/6 x $4 5/8 -40 A;.C: =F,HJ- 611/6 r 251/N -50 311C 631,/4 X 55'S/4 -49 AC. F.G.HJ aIp.251/It -so, (3,k) c-SS 53 1/4;X 63. -4U. A.C. F6,9FJ:. 311%1;-211/4., -4S (3/16'. 36 53 1 - X 72 -40 A,C. , F.O,ttJ 511 a 39:3A -45 3 6 1o9t r. tit 16 • c4naw.. a v5oo1 • �m � eHo2z -twa, fx 7s91n ; i ASSEMBLY DRAWING SAS 1450/1550/1570 FE 3 t4E SFNGLE HUNG WINDOW j a"co uxc AR tP N/A 1 ` AO MATE .7,E NUMBER ! 05/25/04 E3 INSTALATION 14501 SHEET NO. W5 111M0 BY IM000 BUCK ANCHOR SHIM AS REH0'0 EW D NMT ORE MASONRY 3%14` DNA. TAPCQM 6- iRQtl p !i AMQIgt ) BY one" -4 13-1,/3' O.C. MAX BY R 8UCK & MASONRY DOOR FRAME JAMB 1 1t OD OPOMIC BY OTHERS On1EIRs 4 SHWE 18)RCOM'O TES) 4 4 0 • q MK 1-1c'1MBTtD�L,MNT1 ( NOTES) F ill x —1 4 UK i •r• BY OTHERS iy ti SPACE lCAULX BY OTHERS t!t' DOOR FRAME1 HElGff GLAZINO (SEE NOTES) ii PERIMEIER ByOTHERSCALAX S7tKaCf) — BY OTHERS DOOR 11010114 - 1-117Ai aww 1 BY . q too By wow BUCK ANCHOR 3AC CIA. FROM EMS do T3-t/r• Kxc. MAX BY OTHERS INSTA{ A110H D ANCHOR j6 SCREW CAULK BETYM * WOOD a" & MAS*Y OPENING BY OTHERS 1/4- MAX N-2 BY 6 OR SW SPACE 2X8TAM BUCK BY OTHERS SECTION 8-F! (SEE NOTE SO) INSTALLATION ANCHOR CHART 3^S.awON 3 6 Du �� CALL DOOR TAPOWIS w S IN � sMB A HTSILLHO SIZE & SIZE IN uP To 4i PW 61 PSF UP TO 46'PSF 0 PSt UP TO UP ?O CONFlGURATION INCHES 46 Pw O 6 TO PW TO 60 TO Op PW -OpWWPWDF Re Op 50" xx OX. %X 60 X 80 3 3 3 3 3 3 4 5 a" XO. Oaf, XX 72 X so 4 4 4 4 4 H4i 8068 m OK Hot 96 X so 5 5 5 5 3 4 S 10068 3A OX. n 120 X 80 6 6 7 3 6 7 tH 3 4 3 3080 XO. CX XX 80 X °96 3 3 3 3 6 6 6080 X0. OX. xx 72 X 06 .3 3 3 4 4 4 6 6 6 BOBD XO. OX. xx 96 X .S6 4 4 3 5 5 6 6 OIL XX_ 1 6 6 ? 7 9 6 9OB6 OX0 tOS-SA X 80 6 6 8 6 6 7 4 5 t2068 Oxo 143--3A X 80, 7 7 7 4 5 13068 ONO 181-3A X 8O 9 10 8 3 to 7680 OX0 91-3/4 X '96 5 3 5 5 S 5 6 6 9080 OXD 109-3A X 96 6 6 6 6 6 7 d 6 1120111110 OxO 143-3p X 46 7 8 9 0 t0 12 6 6 1111- 4 x 96 2 11 13 10 ill 16 6 90" XOK 106-StA % 80 5 5 0 3 6 7 4 5 120M XHX 142-ma X 80 7 7 B 7 0 to 4 S 15088 NHX 1711-yt4 X 80 6 10 11 9 13 14 4 3 76M XHX 83--" X 06 S 3 3 5 5 S 5 6 9080 XIX 106 -" X 96 5 3 6 5 6 7 6 6 12060 X1X 142-9/4 X 96 7 8 9 7 1O T1 6 6 17--f % 11 12 10 /s 15 1 6 12068 OXXO, t0= 144-SA % 80 7 7 9 7 9 tO 4 5 16068 OXXQ XXXX 192•-3^ x 8O 9 1t 12 t0 13 15' 4 0 10080 OaD m X)OM 121D-SA X 96 6 6 7 6 8 4 5 6 12080 OLOLO. XXXX 144-5A X 96 7 8 9 8 to 11 6 6 IMAM nYYn vv" 141,-.A Y 96 9 12 14 it 14 17' 6 6 CONCRETE Oft It-wi-Ill Vkt" BETWEEN MASONRY OPEC YAM BilC3c h BY 0114m © 4 MAS'Y OPENING O BY OTHERS CONCRETE ' 4 OR MASONRY OPDWI LIBERALLY APPLY w*�unitlNc v 4 v 4 1-1� /��T SLIDING GLASS DOOR d 4 41 BY 07H ERS UNDER SLL OR SET SQL IN 1100K STRIP 4 BED OF CONCRETE Q Q -�! d 1 i SECTION a —a INSTALLATION ANCHOR Q 1-1/4" MK mD 0+ 3/16' DW TAPCON d EMBEDMENT 1) 0" 4ATERMAL_ ALLHMGMLMM AL1DY ON& 2) TAPCON TYPE NWALLAIM ANCHORS O SILL YVST BE OF 9XVX 17HT LEINGTN 10 ACNVW 19K EM6EDMMEWT Of 1--1/4' INV M*,* UW 011 CM40CM 00 SWW 04STA-LAIM ANCHORS MUST BE OF 90F1r M Li11M TO ACHEW A NK ETrIEDMQ - OF T — HY WWO BUCK. ALTL4 WAIL TAPCON NtTALLALION ANCHORS FRONT TO 9ACK N FRAME Sal. 4 UK CAULK FOR PO ETfR WAL AROtM EXTERI OR OF DOOR. 5 F EMU OOOR 9E NS NOT tWtD N INSTALLATION ANCHOR CHART. USE ANCHOR QUANT"Y LISTED WIN NCR LARM SM FOR THE APPROPRIATE OEM PRESSURE REO'0. E) FOR POCKET DOW SM USE CASEST 9YPASS 0000t S2E & COMOLIRARON 10 FWSHW OPENOM 7)MALAIM GH 2MLSO QAG AAPpRpvEp. TEMPERED MVARYI lEii CLASS DOCION35 r VARY PE4 15 Or AMR AS41 WARM 6) ALL FACMY APPLIED M ES NOT DESIGNED fOR TAPCON ANCHOR 94OULD K FUJ93 1•TH SO SCAM OF SINFICtENT LO CIM TO PROMOE WL 1• iMeEDMEHT WTO TWO BY WOOD BUDL 9) AMU f NHL OORNM ME TO 6E SEALED MTH A SMALL JOINT SEAM SEALER, 10) SHIM AS REM AT EA. SET OF NSTALLA114NH AM04MM MTH LOAD 6EARN0 SHIN. MAIL ALLOWME SW STAB( TO DE 1/r. tt ALL 6HSTOUASC'M A404M MUST 6E MACE Of CCPR061ON RESSTAHT MATETa" 12 wow -IL a r aumcmis MoVINO PANEL AND o RawsE m i1XED PANEL. APPROVED cONFiCURALIONS ARE AS GLAZING US 1ED ON INSTALLAT+ON CHART. (SEE NOTES) 13) NOT ALL camnOURANNS LISTW A9OVE ARE SHOW ON TFtS ORAWNQ HOWAR NSTALLAIION SECAo" 'A -A' '6-9' Q HOOK STRIP DETAL APPLY TO INSTALLATION OF ALL APPROVED camnGmAT10NS GGLASS 14) MAX ALLOWABLE SPACING METtEEN TAPCOH AN4>4ORS N FRAME SILL TO 6E 2C = DOOR I TERI 13) SEINES 420 SLJ M GLASS a" IS SHOWN. THIS PMHT ALSO APPLIES To 430 t "ID SERIES DOOR INTERLOCK tt) 20 OR 2A WDDD MUCK TO 6E SECMY rMIDAM TO 1RANSV SHE LOAD 10 THE MASDNRY. CONCRETE OR OTHER HOOK STRIP DETAIL SfWJCRAAL SU6SIRATE. 17) T)ESIOM PK4=W CAPAOTY OF PRW XT M BE 3&0 M. DOOR IND711 R MT A-._..a EXTERIOR ELEVATION �4i6>•ZY�TtF*P BY TRIERS Ciulft CAULK BETWEEN jW.4k 96 eW',—WOOD & SUDIw0 HGLASS H ST� � t) 4 1001 1r ?A • C6HNIN6k R 75005 • P.O. hx SIVIV • Ddat• TX 75381 = i ` * = DRA NC nEXpwym INSTALLATION ANCHOR * T • Cf• SERIES 420/430/440 SLIDING GLASS DOOR 3/16` OLA: TAPCOM 3 �V �w INSTALLATION DETAIL VATN TWO BY BUCK IN MASONRY 40 mm BY OKO. w SWL 44 BB NA oaLa "W I — low 12 03 02 B I GEN 0027 SHEET NO. W6 DOOR IND711 R MT A-._..a EXTERIOR ELEVATION �4i6>•ZY�TtF*P BY TRIERS Ciulft CAULK BETWEEN jW.4k 96 eW',—WOOD & SUDIw0 HGLASS H ST� � t) 4 1001 1r ?A • C6HNIN6k R 75005 • P.O. hx SIVIV • Ddat• TX 75381 = i ` * = DRA NC nEXpwym INSTALLATION ANCHOR * T • Cf• SERIES 420/430/440 SLIDING GLASS DOOR 3/16` OLA: TAPCOM 3 �V �w INSTALLATION DETAIL VATN TWO BY BUCK IN MASONRY 40 mm BY OKO. w SWL 44 BB NA oaLa "W I — low 12 03 02 B I GEN 0027 SHEET NO. W6 SVR Lot 5 Block 2 2 Baal,' mm..msra. W Ye N Wrrbnion W eWY11w.�./w.4ne MwWrMt�trl W r.N ..- rewNr.'It YA N.wyea OWrc wdor�l T "m �ea�` t�ierll►�[�t� �� sx,xa�trs SMURE[CaV SENTINEr COORP O GAFMaERMS ax,xOLEa sRR,xatas APPLICATION INSTRUCTIONS Four Mall Patter» ErgW Size Shir4w. Ir x 3B` (305.914mm) GENERAL INSTRUCTIONS N0*410p101I, MM6MEMDWEDGM Rabfprirwasadpaak MAB,WALTI aX>I�Ja1k FM as a aAbpe 17b it ' Mid bdnba *AM -,1'-X) i2?&33t� A) SethSen(Argesiredltirrl W-13'(279-3300'rd— 1M«s i^a.;14.it�Cor. Ar�vAAan « iWM,.fNout is ,M,�ap,et�tw �,.7�r.•.��tha — + sr •� #---ToFasten «wenA�mnd+w�b Mp�a�e�neery` br�•d a:so.nufaay«buphai»"rda�awta. d na 6W 4n6i as flaliop aud� a G4fYG Watlfr a uNcawtlaSs�►�E�Ma�pbreowst�ptNeae�aMMwabY�stan fasaMteaswdhn attaded boxes um BMW r bow" wlwe Wks am M COON ym; a Mrtsd M apsl� ua ar Yrir d BNiiC 1YW+rY6elP or SS�n Bardr ldc ErsYr Ow �b must NOT be G¢�OSW) iCe adabb Mara fare 6ata�e rwa cYsnuep vy rostae0s Or 5+D 1Ms(tMre) ind aaae !� Ins mat ewrtrnD h roe exert b► W (I" �+e ebend tt (itwasq us ibbs wsE raj 6sdk pp�p� (616 m) taaaad,b hub t(a. ak dams w data are Ad apsls. iaas, 2 tdta at 9AYt g4YMsr r t a NWMARL rt�r�` y.w 133 /65fltnj f nCt ni 6S IIOi w+E $QK $Qai gIr { rC111► ii Wlt�`W�c 1�iMnb tOB �i � Require A Six Mai/ Fastening Patteasa? f+e.,, e,e a rtb.aAera.ae.� Use the dueCtons above wfth Me Wowkq atofbfitdhm: .,ie',d,>,Y.,� sn..tsa.uv ��►� "'�:.. ' �� ....r Repine the "w two faStBrwv bGwKm With w wen" ptaceme ts. � s• (taae.D a:r uo � � �� two fasmom W (229nm) from es,et end +I• V (25mm), and place h" 8dW0rrdi WSteners 14- (3WnM) front 04W end al• 1' (251nm). ar.gy! m+°�a w i� a w�r`so` . r x tm�a wsar.Y.a cawr eo.oar a VWW caoahbctlan • aoaaa orft, m Van" iw 4 ssondsubakp4 aae his a hE tat tenoned. Coats w an,-Maft WM a bMim2W&ai�*auu tin 2-IMUbL Ssftadwkftas* aaaasa b dwca la ati6mrat b die aw Mpc Bawb w wah mm take a iu6 at^% xw WIN ita pawnaDow br> taweK WIT: SmMK Nw be W tram Mtrer bAa rW hW safe. stud d salm sakr tr ff-M M1m gq.larnAo g (152A,mi '.. 9 `tMWy ConMnwdm-opal tuft s:.wyrrt 5 ur G�AFMC sg i nspo w"01w W aA w a p 11 M fro OM IM as w*= *m o. Pwft awe gray Awn pf as wkd dtsasat 6 VNI "W*wp mopW Root to v«ntm Was) Ir fAm'...w pmM unYr3awriAfwa�r �' f'OpN Mpararfom r(1z7"hft IV1 7rpwhnsi ptaaanwttyid Onion tm yew HYSaa'(fClnmt PUbd h�iMlr. nelbvfrfbltldYwr4 • .aarY Y.• taMedIft"ge i rapt q¢1�r-pp a' (f� enPaAYe �y.�Y�i 1bF RDO�i Or41Yf 10 Cw 3. 4. 5. a cwram SMhpb Rod Dena old asldpa, ar Oe1 dMr Mnda b apwd. «buYf easy be baAen i ,wro. or tar eewadraoed a NO d afft-mWrwn is,paaAua „o'F Stew sA M rtba batchApaiehanbMdlah Swdnpba twat 0 COLO pededs w b sae where m6me ocuaa. ar aragbs am be fwa weed. UrCRIAMC Nan(r M& p, - W11 b amM aeeawe Mesh, kaaea 00 •et*. �d ddy ar" to0000 in Pam naa ftw or MR away a, bow. mm or ftdd bGft dlktbr� 9rw my inswAnsm Rw am fto* dw be am Me wwuft aaMWdOtW "Atka tka amoR swfew rF.oermwlMerein d pseaud- Panswtpwka Mm sdsAft rosb dsyaesd3W(1Ww)arWAah YFalsw dwaba ba= agiWMaopbdee MOM aaehDt T.h Y+dsA1s aRtp lack dd aWApM 8 are WW rafioaod ksta�pAeswoodapp.rgampsaAaxbd. W4wrbupsx 1 andranbawled%vodsts ataaery, ladai Rao wMiaymant b maiYan Ctrs A raft Ili prnOet Is wdY9lta LAM WWAWrf Off. A opf d da LUM WAVATX sofOr wy. plt a yen aaarenrssrr�`is sas�aor�nrRo�I .BE �sprar.. Q@dD/Uli hYbYk ttsrPeafee (N6l.tS" nsm Vn Z O � > w w U = J a a Q i W J 7:� ;..4 w s O \/ Z M O a o r 1� 1..L 8 N •� O NO a Z O :w_O Z Ow g d to Cr > W Z d SHEET NO. SVR Lot 5 Block 2 2 App 7clM L �� 2® TIRBERUNg U&d GAF CDR ON A�BFR E TIRBEFIUNE�n11 Af,Md`taaoarr,uvef/ a (t�tr6nm) i ftnowrr M W n•sr anmm w.o..r Wne tirinw r..e+y.awwirwyw rr�n+w.ra -- w'�..yi�ira•�n •r�i�wt APPLICATION INSTRUCTIONS Fors Nat/ Pattern Size Shingle: 12' x 38.1511 it (305 x 939mm) GENERAL INSTRUCTIONS sorb n�aaapaMa, a momm rotas W - " Mat taeaAta} YYaa«oe,roMebrM oral x tmutgngr�jw�o�orEl wegKca fAS�YN:rPdLAA C2= is tlM 0 d1Y * ms $*MINK. VAM MOM m AM tlM I I �rYrrt: titanefard s ) Or M W (padariryerwet f oaa �+a W: t{t_� tz- is f is amm 1r- it -M �b«� M1tMmt� C'm tlpt 11 R10w �WtlpYNAItl-iNM&0 wftW a Y «W fly« MY pM b�/, wxp•r7 ODMf M! rMh MG Mii,Ma oay w* rwk m kzw 1 f prt�t b Woe q�9fo�� Iqw«gam uaAnn. UM aysnoupn Mb m Add wdKYymMt In pb Y- M qMt a�Mr� Mi6W Mw 11MIinp /ntY M GAF Wfaiiit uMt pwt« ny Oi+Iptl UM liW reap mturt M MrM lab r�ANI (d A�ae pa ttl-2t2 (t381rMr��1Z-21R'(i364am)r�l IIljk+�x�erm4�,'Le�c&nixMbmNMvAwIMlamsrb�wMed wMr bMrpMmO uMamb«6A�W�Y1d�Caroa«IM�WmPatimUM a, beiad Its a owk data EM» t mum oaeAMnp b rod wipe tri (lomr 9a Aar. Fan war aaArtp t0a ape fry SR (tlMaan} ad anatd 2, ommy � �� [�—i adan/ 2� �1tlmna eryona the Mke rrN rma e�ih *- is a+nM a a�bi� drro 1Regaai,e A Six Nail Fastening Pattern? Use the directions above with the following modification: Replace the firmer two tasterwV locatlom with tow fastening placemerds. Place two fasteners 8" (203mm) tram either end fit- V (25mm), and place two &da ti "fasteners 15- (381 mm) from eiftw eW tf- V (25mm). fll� Yd 9R i rWrV OeMM MY e111N W !Y Y�I,�► earall0 7 *O "W ba a,. utp xM rt0pe snti0b o d spy as >hoen ia.Kraw Wart )ofaa 66AAa * di -Of Mot71Y8HElIatOCHq tsar va tepb tl - - of plow H4 & ekoft a d com"m nnMMala tam do" tbidmm how in sum rttamx as VOkeMn shartt.. OW Ws m' from proso ttp wbd NaaNm. 3 :.`2.umm N. to "*I w be WM Its - OOWY. mon dw a wYamwebrwalt"m6400W WOva 04Mn¢dMroofd"nM[ pomm an ma an rinr. cobr Um an b roa aro may damn b MOM, s WM (s"W ROW to vrarU d wam 9 CM.,,f Fla"* rb wr�r�ii.w e.G t� � neerone.q Jr rnro counts 6 Foarmr a 4 R�corxa.. Trrn 11" ( 1 hom yr ISM shMpM In nM m roe atan widNMM rrM trN tdittpaM V TAIn tT (tt32 man) Mon fiat fib tnewto * wtrru nits N Anon "OM aaaas bM roa. rim red. Amt =aEManMx open Nl aM pa taseadforM horn nap 3. 10 V"" Cie dry es*fro IY iwMfriMMrpoolpp wd, ftu shb4m we be so in cow sMMtd fWAftln ae MdfOOOgjIMLon e0pe nhr abouid + not be nrAe iexowVk drrp" s try Vlow ow z rova all�xsamy bebm"amamnowormwWpesamepmxhx aMaMx, 1 N aptand aMMrob max be of Cb u A "& r. Mwspe stM* ba b a eaa * wAlMrrrd awWdmum b mprxxa 11WF (�11 ) Sma on tip RAW aM YM aeiyt apOn baYba t � re to be donne siackd SOeIaM atw t» aaatmd treat tasOttMr titer 6rWad 7l pa aba. 00 ram nw uum pipM, radiMora. xc. a M araapM. AM road VO&W max M pats m urns IpMMfItplMt+ moo* WY Ia+Mr'h Isom alas Woft ta*Aft eW M*WW HMO ttre b nerain b pmM, tp7 done a all Mary «bona. aurbd a rfia «air tWy1tMK,iM baMaappM1�mtpeqbputs maMlp,fMM,baamOatlMnxx MOM Mllanitt=:7f m>Imn 0e da«kleot Its �fI m Paah�nMlnea AdCx IMII W { or po tamo pt/rtaad FaMM aft Am Yta rAfts W aeaMu6m aaAc am be spow am wow ibMrJM Wren PK*OOm haw 6w euen b wovw r WWM MUM iida insrNrs *dW bads oa xdt�M x saws and aft ad axmMq rMwtaaa pupa M rredM. bMaM wean cmoaN arts ar oeaMO r000 attpc n nreMMl rnhb /!t xtlsegmxdla mY«W Cbu A rift llb pioLet Y sae aM M tMelaD11MIFNtrY ay A oMY a as taalEO aexMarY iai as rerlr6 aM siplaa Y �sY Poduct •near n4 ht aar.a Ann cAFaYeYr Coieeatim ar r .•..aeromi Aer,aeraen rots ad�W .Y.ao. rM a. r �aaa'reae� a Moaramr:.rYr xeda.� Oaaae w eYaass: eaoNn0a DIGUx NATIG Kt?2M9 � Z o Q w �— O w W Q U = J W W 0 _ ♦R C�s Z � 3 m LL Q • �--1 O Q s a z O Z ik O Lu g � Z a > o a SHEET NO. L MINIMUM 2"X 2" CONSTRUCTION GRADE MIXED SOUTHER$ PINE OR. EQUIV, WOOD BATTEN STRIPS 5z4- 5;� 1 f2 s� IJ . DOUBLE 5" APPROVED MODELS EXPOSUItE INCHES ` 11CKNESS t.003 DESIGN PRESSURE TRMSiON 10 0,042" + W.0 PSSFF` TRM i I OV 100.042" + 600 .6 26.6 P'SE. PSF PSS 10N 10 0.042- + s .v PSF PSF PSS 1 OV 10 0.042" + 60.0 26.6 P ,PSF LFP1ON 10 0.042- + — 60.0 26A P >? PSF L,FP1 QV 10 0-042" + 60.0 26.6 PSF PSF '— � L:htPtiVN'tt W I U VA,. ItiKV Ittt PIAIL t'It-M I`IULLZ> & THE WOOD JOISTS. MINIMUM WOOD ' E14BEDMENT IS 1 3/84w 4 ore 4" 1 /2Il , tt MU TRIPLE 4" APPROVED MODELS EXPOSURE INCHES TWKNESS :L003 DESIGN PRESSURE pm--12214 12 0.040- + 30 0 PSF — �a:o PSF F'TS-12V ` 1 0.040"+ 60.0 PSF - 30.0 PSF PTS— t 2CV 12 0.040- + 60.0 PSF - 30.0 PSF 0 dt'ra%u AS w1114 its t!.7i1# M $00119 REPIVA ""tic t qff- —tt> 11131! � �GNARO SONETK. Ri PC- 4d240 Mod FL 33411 i F t .fir we Alcoa Building Products PmT INSTALLATION DESIGN � A REVISED BY RICHARD 901-EfTE 10/99 DRAWING FOR VINYL SOFFIT 1 FILE NV-'-E.:,aK52-1 B DARE SOFFIT 4/99 DRAM , DAW-' 4/15/99 BY: SIC-5 -1B A Ito. Dato SCAI:E: ? ` = 1- VJ O q^ OO OU ': 1 Z Cd t F LL LL U SHEET IN1 WRIZ. SWING APPRONM MODW mosm Now$ T C TAMIMS �M4ti/ DES" PREMM OW-40 8 4 1/2 0.040 -46.6 PSF . MU-40 $ 4 1/2 0.040' -46.6 PSF IBC--40 8 4 1/2 Q.040'b -46.6 PSI- 6+t1I-�Q 4 ,. # 1/2 CL042- -4&6 P7 L4 41 D 4 1/2 0.048' - 46.9 1V %W-40 8 4 1/21 0.048- -1&$ FSF SIV-- 44 D 4 1/'2 0.044' -46.6 PSF LFP--44 $ 4 1/2 0.044' --46.6 Pr, EM-40 0 4 5/8 G.042` -46.6 PSF CW-40 0 4 5/B 0.042' -46.4 PSF QT--40 R 4 _4 3/4 0.044' -8o PSF CS--40 D 3/4 0.046' -80 PSF t1W-50 W 5 1/2 0.040' --46.6 PSF IRM-50 10 5 1/2 0k040' -1,S.6 PV MC-50 10 5 1/2 0.040' -46.6 ,Mr 610-50 10 5 1/2 0.042- -46.6 PSF WOV-50 10 5 5,/8 0.046i -4&6 L551 to 5 5,/8 01048' -*.6 PSF UPIOM 10 5 1/2 0.044+ •-41.3 FSF jcw-50 10 5 5/8 0.042- -46 6 PSF QT-50 to 5 3/4 0.044' -so P5F' GS-50 10 . 5 3/4 0,046' -80 PSF rDUTCA" H t,4P' SIDING C WOOLS MCD-10 aNCNES ' ' 8 a 4 C 1/2 1volms #A03 0.040' OEM PRCSS W -Jdl PSF CWD-40 $ 4 1/2 0.042' -X2 PSF 0MV-45 9 4.5 1/2 0.040' -36.2 PSF TRUB--45 9 4.5 1/2 0,040' -XI PSF MOD-45 9 4.5 $/2 0.042' -U.2 PSF LFPD--45 9 4.5 1/2 O.044' -]6.2 FwV QTID 45 4.5 3/4 0A44' ^-00 PSF CSO-45 9 4.5 .3/4 0-046 -EI} PSF UCO-50 10 5 1/2 0.044- -44.6 PSF C`13-50 10 5 1%2 0.042' --K6 PSF S1VD--55 30 5 5/81 0,044- -45.S PSF L0551 10 5 5/8 o.448' -4&6 PSF D"tfG*J-50 10 5 5/8 o.44fl' -44 6 PSF CEtIOUL HOLES: 1) ALC" %UM h SO"Tt PR0OUM 111E MM nOM A. rORMU1.hM PW COMP UMTUCG OR CXCEETlOM ME ACOMEM043 OF AMU Q 3672-SWBAROS FOR fm!C Sl OIC ANO CO lMUNDS. 2) WALLS AM W11 TO FECErit MtM. SOW / SOFM SK14L BE CHECKED FOR MWCTVRAL /MMACY. CRACKS Arm DE ELIS THAT SWU OE CL1setARD 3) MMIS WV14 BE IlAi1 R P110OFM WMI A3MALT SA`MtATM #"1:LT Of HOT LMS THW 14 100 $O. FT. AS QESCRIOCID 1N SELMIJ 2704..4 (0) Of THE WJD1 F LOR h BU ILO NG C"E_ 4) WW & SOFFIT **'f1.E '01E SADINC / SOFM ARE 1v BE NISTAli1 D y►4A L 6E tt€ XtO 9( A. RE11 MED 1diM110F OR ENGIMEA ACCORIXIC TO THE S01m1 tORMA MAMtG COOE NO t►1E MUMUM REQUtREULMS OF 1105 11PWi11aC. S) 1tM#LLh11Otj or TkE SMQJ0 / atlirM JVJD XCr5-AMr( PAQDWM Stull SE 0011£ 21 ACCpR WILE Y1 M THE UM Lair" UC IONS AND TtlE JWP1Jt'.42LE SEi.-i1 " OF ME SOUTH rWRX)Ab 9lP 1(; C 3M 5/0' (5) PLY Puv ow 2' X 3'0 16' O/C Gore. GRADE FASTUM 70 COHGIEIE OARK 1 , ` fi1+► 3/16 JAPCOM 0 12- (?/C 040.4L.441L094*.01 to lip t �f A RE ED BY RICHARO BOYME 10/of I SFILE Nl ME: SK53-18 DARE SIDING rto. ReAslons 0 MRX13t1 N SP AC1tt1; I &� 0-G. - C LVAN f4 MDOFING WiL :/6` RM MAW D1k 3/6- HEAD M x 1 3/4- LONC. HOLES & T11E VOW STUbs mm 1 3/a' Emommoir; f AIM40 AS CoMyMJC VOM Tq $&J;b 110111Mt AtDI14 OM tut: ii i r 17ti1htiC� o..` s yq fit;8 i.; : r ice? '1'F RCE € FI )a 1CGF .'Xf W }.'f h".M ► +t Alcoa Building Products AL.MA PAi : -INSTALLATION DESIGN DRAWING FOR VINYL SIDING I Doti I SCAT 1/80, - I' d GAG WE: 4/15/90 ItICHARQ B()YET'tt a GtAi 01i •42466 4cm C4*W A 1MV4 1'•ey4,i Ptt1Fn Wt% FL 334 Q� Z� OOU � x � Z Z C) . •.-+ SHEET IN2 SSB960 Instructions Installation of SSB960 roof vents should cam ply with all local standards and regulations. —man 4 tw CAUTION: Use appropriate safety glasses, < =:77 gloves and other equipment to avoid jnlury. wd Pk W'Ut Clei t rafters cr�rr , Figure 1 • Figural 1 Figure 2 • Figural 2 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 holes. Center the holes between the rafters within ?' 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 sbeathing 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"xl8" piece of GAF Weather WatchO or GAF StonnGuard• Leak Barrier. Center the leak barrier over the hole. Remove release film, press into place and cut away the leak barrier spanning the hole.) Position the vent and nail the vent into place: The top of the SSB960 has an up-arrow formed into the flashing. Make sure the vent is in proper position. Nail the vent securely into place, spacing the nails every 4" apart around the perimeter. The nails should be I"from the edge of the vent flange. Seal all seams and nail heads with an approved sealant, such as silicone, roofing cement, or waterproof caulking. (Figure 3) Complete shingle installation: Continue installing shingles, overlapping the flange onthe vent. Cut the shingles around the top of the vent to match its shape_ (Figure 4) Figure 5 + Figural 6 Figure 6 • Figural 6 Figure 8 • Figura 8 Installation of SSB960, roof vents should ci roof, marking the location of ail roof vents before c uttirng hales. Center the holes between tt rafters within 2' from the perark of M%, roof. Mark a 10" circular oudim for the hole on the top of shingles (Figure 5) Cut and prepare the opening: Using a sharp knife, cut away the shingles (Figure 6A). Cent through the sheathing using a reciprocating saw (Figure 68).. 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 vent (Far increased weather protection on new construction or re-rooi'trtg applications, use an 18"xl8" piece of GAF Weather Watch* or GAF StorruGuard® Leak Barrier. Center the leak barrier over the hole. Remove release'fRm. press into place and cut away the leak barrierspanningthe 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 thioat.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: Nail the vent into place, spacing the nails every 4" around the perimeter of the vent. The nails should be 1 "in from the edge of 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 rere s er;d Val em and Qua//ty Yad Can Tr[ist Since y886_ _ _ NOTE In Canada ae the GAF and Quality You Can Trust Since fg86_ _ _ Timberline logos are regstered VademarKs. , TimDerlirw logos are registered trademarks. NOTA:SdamerveiesnorrDresdeGAF from North Americas Largest Rooting from North Americas Largest Roofing yT NOfA: Sdamente los nombres dal GAF y r;mlarlineson marcasr saad3senCereda. and Vend/ativa Manufacturer and Ventiiativn Manufacturer eg Timbertirreson mottos redsBadas � Careda. REMAROUE: Sags ies naps GAF at REMARWE: Seals les hums GAF et Qj Timberline sont des marques de GAFF Timberline" podes marques de awmamm3 ecmmerre d pw&a au Canada CaRponKnM f munerce des8. au Canada CORPORIMON SHEET NO. IN3 �� � -.,.0 ����� ����•�y������<��•����� ,.�������.����� ,.��u .,�u�„y �� �•�����.,����..��u ,,�u���y.uwy, ,�.,,��.., � . � �.-,� � �. , wa��� 0'x 11 1 21" Ball IWLICATiON INSTRUCTiON$ Roof i0e&: Use only ever a well»seasoned, supported wood deck, tightly constructed with maximinn 6" wide Itunber, having adequate nail -holding capacity. Plywood decking as recommended by the Wneeted Woad Association Is accede. For ridge verd to function property, it must be the only high or exhaust vent for the vented aftic space. Ridge vents will not function properly it used In conjunction with gable -mid louvers, turbines, roof vefft or power vents. Slope Restrictiorm Use only on slopes between 3/12 and 16I12 STEP 1 Calt:alations #or at Balanced Ventilation System To achleve a "balanced sysbrn- with Cots' Ridge Runnet ridge went, there must be an air Intake systaern (i.e., soffit or undereave vents). For paper ventilatim, the amount of undereave v�entliallon rust equal the amount: of ventilates at the ridge. NM: 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 am (NFVA) rwetled for a balanced ventilation sum, use the following forma: Sq. rt. of attic floor space = Min, Sq. ft.. of NFVA needed 3 COW Ridge RunnW ridge vent has 12.5 square inches of NFVA per lineal foot. To determine how many feet of Cobra" Ridge Runner'ritip vent is needed, use the following formula: 112 x (Min. 5q. ft. of NFVA needed) x 144 112.5 = Min. lineal feet of ridge vent needed To determine the amount of undereave vent required, use the following farrnula: X = NFVA (Sq. In. per. tin. ft.) of ft undereave Yen# or Intake vent system selected lt2 x (Min. Sq. R. of NFVA needed) x 144/X = Min. lineal feet of undereave STEP 2 vent needed Instruction Far Slots Attar cakulating the total length of Cobra' Ridge gunner ridge vent needed, determine the necessary slot opening required. Note: if install% on an existing roof; remove The cap shingles irorn tine e. Roots without a ridge board: ad an opening along the ridge, N" on each side of tie ro0i ridge (Figure AI). Roofs with a ridge board,, cut an opening along the ridge, 1Y." on each side of the roof ridge (Figure 0). Note: (Maximum slot opening is 3' " wide, Mark off and cut the slot opening, snaking sure that the ends of the opening stop at least &' from any end walls or hip intersections and 12" from chimneys (Fipre C). Where short ridges (dormers, ridge intersections) ate used, marls and cut the slot making sure that the 04 of the opening stops at least 12" from the ridge intersection (Figure D).. Copyright r, 2000 Windward Homes No portion may be copied or reproduced without the prior written permission of Windward Homes Share drive W: (duality Control. Check]ist/Rooiing (680)/ Roofing Install Shingle Final Group 680 rev 03-16-07 /Page 3 of 4 zM4 m Z 0 Windward-j Homes PUN © 2007 WINDWARD HOMES. ALL RIGHTS RESERVED STEW 3 Ridge 'dent Installation Tear a 1' sect on to be used as a template for laft the went out (Figure E-G) and coWeir Ow templateAocator over the arse carp shingles at the beginning of the vent W. Note the location art the baffle (Figure H). Make sere to do this at troth ends of the Insallatl. Measure the distance from the edge of the mot slot to the exterior baffle (D). Establish a chalk line along one side of the ridge (Figure 1). Unroll the vent and use the included W pneumatic roofing nails to attach the first sW of the ridge vent with the exterior of the Wle attgned with the chalk fire (Figum J). Nail gun targets are embossed on the part as a guide for prop+ettY attaching vW to the roof. The vent should be fasted an 6}' cars (Figure K). Froosed with attachftrg the other side of the vent_ When beginning to nail down the second stele, der NOT begin at the end. Begin hahmen, the first and second ow -fool, sections nand then return to fasten #m first one -foot section. This will allow for proper fit. NOTE., For proper aptawance, pull 1ha the vent snugly across ffie ridge and flat oR tfre rota before sftavtir h crab,. NOTE. For a unitorm appeararxv, install Cobra Ridge Runner Went over the entire length of the ridge, maicmg sure that tfre vlenr extends past the slot opening by at least 6" NOTE. ,For appi icalrarxs o ver laminaledoinglas, apply a tact of slti>~tinne catxWiV of root court to tfw undiersfdl of Me auki baffle a1mg the entira ridge and at exposed edges so Pat the gaps are eompktely faded MOTE. W4a venting vaulted and catkodral ceilings, eXh j0i5006f cavity must be mwled N both ends arrd hayp of least lY' crearane:e. STEW 4 Cap Shingle Installation Install the ridge cap shingles directly to the vent using pneumatic nail gun and int hxled 1%" nails. A nail line Is Inscribed on the top of the vent to serve as a guide (Figure L). Fig. F ,,� Fig. F Ull Fig. G Fig H i Fig. I F,'"" ""�.� Fig. J Fig. K '"l� Fig. L �► "*.f �'�` � � ,fir �� .A f Quality You Carl Trust .Since 1886... from North America's Largest Roofing filanufacturer 005 GAF Ualartafs Co pcxab an 1Z% • 1361 Alps Road Wayne N.1, 07470 • v %w gai.tom R- ESCS804 Copyright 2000 Windward Homes No portion may be copied or reproduced without the prior written pennission 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 © 2003 WINDWARD HOMES. ALL RIGHTS RESERVED I SIMPSON STRONG -TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adhustade Post Base FL474 ABU46 Adjustable Post Base FL474 ABU66 Post Base FL1725 Anchor Bolt Wedge Ali FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 CMSTC16 Coiled Strap Tie FL1901 CS16 Coiled Strap Tie FL1901 Epoxy Set FL402 H10 Hurricane Tie FL474 H2.5 Hurricane Ts FL474 H3 Hurricane To FL474 H5 Hurricane Tie FL474 HCP2 Hip Comer Plate Connector FL474 HD70A Bolted Holdown FL503 HDBA Bolted Holdown FL503 HETA16 Embedded Truss Anchor FL1901 HETA20 Embedded Truss Anchor FL1901 HETAL16 Embedded Truss Anchor FL1901 HGA10 Heavy Angie FL1423 HGAM10 Heavy Angle for Masonry FL1423 HGT-2 Heavy Girder Tiedown FL474 HM9 Masonry Hurricane Tie FL1423 HSUL Skewed Face Mount Hanger FL7218 HSURI26-2 Heavy Skewed U Hanger FL503 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 HTSM16 Heavy Twist Strap for Masonry FL1423 HTT16 HDf rension Tie FL503 HTr22 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 LTT19 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 Truss Anchor FL1901 META20 Embedded Tess Anchor FL1901 MGT Medium Girder Tiedown FL1423 MSTA24 Strap Tie FL1901 MSTAM24 Strap Tie for Masonry FL1901 MSTC28 Strap Tie FL1901 MSTC40 Strap Tie FL1901 MSTCM40 Strap Tie for Masonry FL1901 MTS12 Twist Strap FL474 MTS16 Twist Strap FL474 MTS18 Twist Strap FL474 MTS20 Twist Strap FL474 MTSM16 Twist Strap for Masonry FL1423 PHD5 Holdown FL503 PHD8 Holdown FL503 SDSY.Xl% Strong Drive Screw FL1463 SDSI/4t2Y2 Strong Drive Screw FL1463 sP1 Stud Plate Tie FL474 SP2 Stud Plate Tie FL474 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap Tie FL1901 THA222-2 Jost 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 WekWa 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