Loading...
HomeMy WebLinkAbout36049 Shady Bluff Lp Lot 336049 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 16. Combination -type AFCI breaker are required at all locations requiring an AFCI. F.F.E. — Finished Floor Elevation F.B.C. — Florida Building Code R.O.W. - Right Of Way s Aw-- ISSUE HISTORY NO. DATE VER DRRWN DE5CRIPTION' APPVD I CV03/05 4.0 2004 FRC UPDATE MC 2 1 1 / 1 5.0 TW CREATED VERSION 5.0 - 5EE PLAN5 DATABASE 5N 3 11/15 .D-W TW CREATED VER51ON 5.0-W FROM VERSION 5.0 5N 4 02/ 15/07 . i-W TW EXP C UPDATE, ENGINEERING UPDATE - 5EE DATABASE 5N 5 09/06/07 .2-6.1 W MV/1W MERGED 5ENMIET5TONE PI-AN5 / 05406 CODE UPDATE 5N c I0101/07 G.I-G.1 W TW 6.I PLAN UPDATES 5N indward Homes 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 'THE SANDRIFT IV' ELEVATION'B' 4-BEDROOM / 2-BATHS / 2-CAR GARAGE PLAN # f0616 WHETSTONE ENGINEERING &TESTING, INC. 2004 53rd Avenue East Bradenton, Florida 34203 Phone: (941) 727-1138 RcC- L-- These draWfnas, when et ned an indicariarl that and sealed, are Testing, rt` une �,gineerin inC. has � rr g vVtt-1�:N� structural r.,. D ..r y 'f .sf"L`ture for conform. of c FfOriraSi �r; kc -h=` car;Ifrcaticn, ; � c..al Code 2004. 9Xf'aSS� :CCGrdC4. OtC IS fir 00`) �{p c CCT,Y- aA;� _. I DRAWING INDEX 5HEEf NO. DRAWING TITLE COVER AND INDEX A I a PLUMGING PLAN A I . I a FOUNDATION PLAN A2a FLOOR PLAN A2. I a STRUCTURAL FLOOR PLAN A3b FRONT ELEVATION A4b 51DE 6 REAR ELEVATION5 AD I INTERIOR ELEVATIONS AD2 BUILDING 5ECTION E DETAIL5 ELECTRICAL PLAN —El F I FLOORING PLAN M I MECHANICAL PLAN 5 5TRUCTURAL DETAIL 5HEET5 D DOOR INSTALLATION SHEETS W WINDOW IN5TALLATION SHEETS R ROOF SHINGLE APPLICATIONS IN IN5TALLATION 5HEET5 P PRODUCT APPROVAL CODES AREA TABULATION TABLE (IN SQ. FT.) LIVING AREA COVERED ENTRY GARAGE LANAI TOTAL AREA UNDER ROOF 1977 28 501 1 115 2621 PLAN NO. f0616 VERSION NO. 6.1-6.1w DATE: 10/01 /07 J 3 0 FOUNDATION PLAN 'B' HECKTH15 BOX If OPTION APPLIES FOUNDATIONP LAN ' C' CHECK THIS BOX IF OPTION APPLIES ISSUE HISTORY NO. DATE VER DRRWN BY DE5CRIPTION' APPVD 4.0 2004 FRC UPDATE MC 1 1/ 15/06 5.0 TW CREATED VERSION 5.0 - 5EE FLAILS DATABASE 5N II0103/05 1 1/1 5/O6 5.0-W TW CREATED VERSION 5.0-W FROM VER510N 5.0 5N 02/ 1 5/07 5.1-W TW EXP C UPDATE, ENGINEERING UPDATE - 5EE DATABA5E 5N OBp6p7 5.2-6. I MV/IW MERGED 5fVWhET5TONE PLAN5 / 05106 CODE UPDATE 5N IOplp7 .I-6.1 TW G.1 PLAN UPDATES 5N 154' 26'm4' 14'4r 6'-0' 5'-10' T-10- 6'-0' 6'6-0•����� CONIC TG x/ (3) 05 -B CONIC F1I 6' DEEP A 52 EACH WAY �l ■ ■ I -------- ■ q ■ ■ ■ ■ ■ 52 i , ' AFF G3 i Ln 1 ; 11 i I I O ■ ' II _—_____—___________ _________A I I 1 I 52 1 3-1/2' DEEP 1 RECE55 fOR IN ' 1 51OWE i THICKENED SLAB 4(1)►5 ; ' 1 i 1 a REF.); 1 , IN IN SLAB REQUIREMENTS ;I ' 3- U2 2500 P51 CONC. 5AB W/ i I FIBERME51-1, OVER G MIL. VTSQUEEN ' VAPOR BARRIER t TREATED FOR i ■ ' 1 TERMRE5-10 I , 1 ■ ; I II 11 j1 II I' 11 I I; 11 I ' , 1 _ ; I 1 To INDICATE5 WINDOW LOCATION OYPICALJ 1 52 OPTIONA .TUB ; I ■ 1 52 ---- I I OPT. 5. I I II II _______________ __y-3 ■ �_____________________----------------- ��-- FT I • I i 20'-0' ' ' 10'4' I ; i i ; ■ l i l i i iOL i I -312 iv AFF I i ■ i C ' !' DEEP CONTROL JOINT ; ■ 52 I ' 5AWOJT MT"!N 12 HR5 i OF CONCRETE PLACEMENT ' 13'-8' 6'4' 1 1 I I N ' 1 ■■ ■■ 1IN i ' 1 rr,.N L__ __________________ ____ -w - ------ - �---- 52Y 1 G' CONC FTG 4 4 ■ ■ ■ ■ ■ ■ (2)/S REBAR EACH WAY 101- aWK13'-T'$' 2004 24'$' 44'-0' FOUNDATION PLAN 'A' REINFORCEMENT LEGEND ■ INDICATES (1) t5 REW NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY O IN CONCRETE FILLED CELL THE 51MVEY 5HAL BE ON THE 5" FOR THE BUILOING IN5PECTOR5 CONTINUOU5 FROM TOCTING U5E. OR ALL PRAFERIY MMILP.5 SHALL BE UFFOSED AND A TO FNOCR-0UT LINTEL (TY°) 5TRJNG 5TRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRE 5ETBAC/5. OM104AL 5ERVIC PKG. 5EE SHEET F — — T DETAJL5. ❑CHECK 5 OPT. A"PUE5. n I TiJ TS ONE ENG 3rd AVE ICATEIdE W�y6 T STING, IN V&TN FL 3420 FlZATION # 92cli 3 2008 FOUNDAT104 ftXIRIEI PE# 64003 SCALE: 24x36: 1 /4'= 1'-0' 1 1 x 17: 1 /8'= 1'-O' C9 U N m N a m w I— LL Q Z Q cd ;O ❑ - Z g S d Z O Q O Z 7) O 1, tD .Q O _c6 O CO � z 0 o LU of z Lu a a > O a SHEET NO. A1.1a1 J. rv� w LIVING/ i E SHEET . H5E5. OPTIONAL FORMAL LIVING/ DINING ROOM. SEF SHEET 05. FOR DETaL5. ❑CHECK IF TH5 OPT.AFPUE5. WALL NICHE DINING ROOM 12'-010-& PLANT SHELF CLG. @ VOL. @ 6-4- A.F.F. BEDROOM 4 FOYER -- I a-ow-8' CLG. @ V CLG. @ VOL iIla ■ N 3004 ENTRY EGRE55 I CLG. @ I I'-0' 2-25 5n HD. HT. ® G-0' FLOORPLAN - 'B' HECK THIS BOX If OPTION APPUE5 WALL N1CYE DINING ROOM 12'-0'x 10-8- PLANT SHELF CLG. @ VOL @ 8'-4 A.F.F. BEDROOM FOYER -- 10-Ow-8' CLG. @ CLG. @ VOL. Dl-.rs.L �> ENTRY EGRE55 CLG. @ I I'17 t 35 5H ■ ■ HD. HT. @ G-e FLOOR PLAN - 'C' NO. I DATE I VER DE5CKIPTION' APPVD 1 O/03105 4.0 2004 FRC UPDATE MC z 1 I/ 15/OG 5.0 TW CREATED VER51ON 5.0 - 5EE PlAN5 DATABA5E 5N a 1 1/1 5/OG 5.aW TW CREATED VER51ON 5.0-W FROM VEP51ON 5.0 5N 02/ 1 5/07 5.1 -W TW EXP C UPDATE, ENGINEERING UPDATE -SEE DATABASE SN 09/OG/07 5.2-G.I MV/TW MERGED 5EVWHETSTCMIE BANS/ OSt06 CODE UPDATE SN c 10/01/07 . I -G.I TW G. I PLAN UPDATE5 5N ❑OIIECK TF115 BOX IF OPTION APPLIES SHADED AREA INDKATES PLANT SHELF 25 5H HD. HT. @ 61 _______________________ t EGRE55 LANAI 15'-1T4' CLG. @ 6-0- MASTER SUITE 3 I s-0k 13'a * CLG. @ VOL. 90G85GD \ OPTIONAL TO SEE SHEET \ 051 al 4 N CHECK 3:12 VAULT \Gyp.. ❑ APPLI RANT SHELF 24FE 1 5HELF @V4'A.F.F. \ I FAMILY ROOM \\\ I T-8k 18'-0' W CLG. @ VOL. W.I.C. CLG. @ 10-0' - MEDIA C NICHE I SHELF OPTIONAL NI SEE SHEET G' WALL W- EDETAIL5. '' CHE 5 20fb OPf i CLG II ■ G'KNEEWALL i @ 40' 1 I - I CAFE ri A CLG. @ VOL- KITCHEN A ; 12'SERVING I BAR II - C.G. @ VOL01 1 'rAN II `s DAV aI u I ■ II I I I I n �I LAUf�It --I CLG. 8'-d I RANGE a O WALL @ 8' WALL ' ■ --------- -- ------ zMe T4' A.F.F. TO CEILING O WALL TO WALL @ CEILING 64'A.F.F. ____________ I _ _BF WALL NICHE 1 DINING ROOM IrLk10-0' PLANT SHELF CLG. @ VOL @ 64' KF.F. I I I BEDROOM 4 FOYER -----------------' CLG. @ VOL RECESSED .d u ■ ■ CEILING 300 r F r SEESHEETA3FOR ENTRY FRAMING DETAIL5 ENTRY AND /' EGRf55 CLG. @ 1 I'-0' 2-25 5H Sol In Eq PROVIDE r REVEu FOR BASE DF CMMN FLOOR PLAN -'A' NOTE: ALL PUACNG. ELECTRICAL AND MECHANICAL ROUGH41,15 MUST BE COMPXFE, IN5PECTED AND APPROVED BEFORE REQUESTING THE FRAMING I1,15PECTION. AC ® OM' 4' WALL TO CEILING / MASTER BATH V 1 0 mi _ 2� 0 IV:EEWALL @ 42' A.F.F Wl TEMP. GLA55 5HGWER �l� u ® ENC-05URE ABOVE T� 3:12 VAULT W BEDROOM 3 a O.G. @ VOL. ■ 25W CCEBF A BATHS ■ e< 3Gk2r CLG. @ 6'-0' CLG. ACE55 @ 8-d iU l / 8' WA-L ■ N.I.C^ BEDROOM 2 �. @ 8'-0' , 3'4" 1 u N CLG. @d 8'- ■ z 6' WALL DRYER VENT _____ A HAN5ON BOX @ 3G' A.F.F. • O oFr�oNA1 RVICE 000R �G. SEE 5 CS I FOR _ r4ro. PLANT 5HELF @ 8'-4- Kf.F. OPTIONA UB ❑ CHE 5 ■ - I I oETaLS. . q, I r �_ ________T 54322�-__ I i C_FnID'GAEt75 AIHAI %5PENDED FROM TRAY IN GARAGE CEILING 2-CAR GARAGE 23'4k20-0' CLG. @ 8'-0' WHETSTONE ENGINEERIN TING, INC. 2004 53rd AVE E BR FL 34203 CERTIFICATE OF Z TION # 9298 JA 008 FLOOR F'L BERGER PE# 64003 5CALE:24x3G: 1/4•=1'-O' 1I07: 1/8'=P-O' 'F-z 7Y AM 4gv $tF5�g� M N u 6 A log d C Cyr ow WW W U a 04 N a m � Iw VJ c \ O Z � 3 'Q VJ w 7:1..1 a Z a w O O J LL t0 O CD � z O O w Z W Q it a > o a SHEET NO. A2a CA5T-CRETE UNTEL5 OR EQUIVALENT USE 30M P� FINE GROUT (3W AGGREGATE MAX.) WY.EN 81`24-03 8F24- I B 8' KNOCK-0UT BLOCK, GROUTING BOND 5EAM5 4 CONC. RUED, PRECAST UNTT5. WX 1) 05, TIP 8f 1605 BPI G-I5 B. BLS CONC. RUED, TYP 8F8-IB 0 8'PRECA5T. CONC. FILLED, TYP (WTTH OR WITHOUT REeARJ (1)15, TW O O O O O LINTEL TYPES / SECTIONS SCALE: 24x36: I'= 1'-0' 0 4 W � BEDROOM 4 FOYER - ---'--- 6'-0' W O p / ' ■ RECESSED 5EE SHE /' 3 'o ENTRY FF o ENTRY AND 15a m � STRUCTURAL FLOOR PLAN 'B'CHE �eoffIONTAPPUE�X IF 051 FOR STRUCTURAL FLOOR PLAN 'C' CHECK TH15BOX IF OPTION APPLIES ISSUE HISTORY DKWN NO. DATE VER By DESCRIPTION' APPVD 10/03/05 4.0 2004 FRC UPDATE MC z 1 1/15/06 5.0 TW CREATED VERSION 5.0 - 5EE PLAN5 DATABASE 5N 3 I I I/15106 5.0-W TW CREATED VERSION 5.0-W FROM VERSION 5.0 5N 02/ 1 5/07 5.1-W TW UP C UPDATE, ENGINEERING UPDATE - 5EE DATABA5E 5N -I O9/OGlO7t5.2-r.IW MV/TW MERGED 5EVWHET5TONE PLAN5 / 054OG CODE UPDATE 5N FAMILY ROOM OPT MEDIA N SEE SH OS I f DETAllS. ❑ CHf IS ON I CAFE RIDICATE5 (I) I5 REBW IN CONCRETE "UfD CELL COK'TINUOU5 FROM FOOTING ■ TO KNOCK-0UT Lpfa (T� WDICATE5 5NEAR WALL SHADED AREA INDICATES PLANT 5HELF O 3'4r DINING ROOM BEDROOM o o ir-0- O MASTER SUITE OPTIONAL DOOR TO 3. 5EE SNEET O51 ❑CHECK IF OPT. i 0 BEDROOM R o O ■ ACCESS. ■ BATH y I O BEDROOM 2 I III O j I I RANGE I ---JI 4 ---------- 4'-0' 10'-0' I 6 -0' 13'-8' — — — ( O.-TON CE DOOR MG. 5EE 05; FOR DETAJI5. ❑ CI+ECK 1 OP'JONAL NDRY 7U0 41 i I ❑ CHE F THI oPr. I I I - - I Y ah 64r 2-CAR GARAGE SEE SKEET A3 FOR JRY" ENTRY FRAMING DETANS 53 PRESTRtsSE� O - - 44'-0' - -WHETS E ENGIN 2004 STRUCTURAL FLOOR PLAN -'A' ERTIFI AT4 CERTIFICATTT �. NOTE: ALL PWMBING, ELECTRICAL AND MECHANICAL ROUGH-IN5 MU5T BE COMPLETE, INSPECTED AND APPROVED BEFORE REOUE5TING THE FRAMING INSPECTION. STRUCTURAL FL 5CALE: 24x36: 1 /4'= 1'-0' 1 1 x 1 7: 1 /8'= 1'-0' PIN FL 3420 ZATION # 92 3 2008 bi PE# 64003 io!::� �� _ S2 4� a ? MW� � � r a U O Fly Yyl tr] U N i m N i I CD w O LL I� ''Z VJI acr- O 0 'I LL 1 3 o � z O o ;ZQ W ly I Z J W Q cy a > o m SHEET NO. A2.1 a :7 I TRU55 N1EEWALL 2.4 BLOCNNG @ 24. O.C. W/ (3) 12d NAIL5 TO TRU55� MIN. (3) 12d NAIL5 FROM TOP -PLATE TO BLOCNNG ,MING @ 16' O.C. NGINEERfD �l DOF TRU55 I I I II 1 II I FRAMING I I I 1L55HEET I I E1AIL I I I I 1 ) 11 I 11 I I 1 I 1 I I 'L� I Pf MIN (3)1 MIN. � fl TAP CON5 HI RETURN WALL DETAIL ENTRY DETAIL ie ENTRY ELEVATIONS % SCALE: 24x3G:3/8' = 1'-0' 1 1 x 17: 3/1 0= 1'-0' ATTACH 711 G' 05.6. TO BOTH 51DE5 W/8d NAILS @ 4. O.C. BOUNDAME5. G' O.C. El AND 8' O.C. FIELD ENGINEERED Izz,I I 1 1 1 1 ROOF TRU55 111 11 I I 11 I I I I 11 I I I I 11 I I I 111 I I I 111 II I 111 11 1 1 1 I I 51MP5ON NTT 16 I1 REFER TO CIV53.1 1 FOR ANCHORAGE 1 I I IN5TAUATION AND 2.4 CUT TO j I I I 5PECFICATION5 FTT TO FORM ARCH. —__--__ 2,8 IT W/ 1/4.2-3/4 TAP CON5 @ 8- O.C. I—KUN I tN I KY Ut I AIL 5CALE:24x3G: 1/2'=1'-0' 1 Ix17: 1/4'=1'-0' ISSUE HISTORY NO. DATE VER DBBY?J DESCRIPTION• APPVD I 10/03105 4.0 2004 FRC UPDATE MC z 1 1/15/06 5.0 TW CREATED VERSION 5.0 - 5EE PLA 5 OATABA5E 514 3 1 1/] 5106 5.0-W TW CREATED VER51014 5.0-W FROM VERSION 5.0 5N 02/ 1 5/07 5.1-W TW EXP C UPDATE, ENGINEERING UPDATE - 5EE DATABA5E 514 09/06/07 .2-6. I W MV/TW MERGED 5EWRHET5TONE PLAN5 / 054OG CODE UPDATE 5N c 10/01/07 G. I -G.1 Wl TW G.1 PLAN UPDATE5 5N $IMPS TRUSS TO KNEEWALL REVERSE ANGLE ENGIEERED 71 44 �rAF,4C . I, TRUSS TO BLOCK WALL REVERSE ANGLE BANDING ALL BANDING TO BE 5CORE CUT, 1/2' WIDE x 1/4' DEEP WITH SMOOTH FIN15H INSIDE 5CORE LINE5. UNLE55 BOX BELOW 15 CHECKED. ❑WHEN BOX 15 CHECKED, REFER TO RAISED BANDING CUT SHEETS. ENTRY BEARING - _ _ - 12 8' SMOOTH TEXTURE 6� BAND TOP OF MASONRY 2- I/2' $FACING, YPICAL m SMOOTH TEXTURE, QIIOINE5, TYPICAL p N IL Z (0� �_F FIN. FIR (REED UNE OF WEEP SCREED, TYPICAL-\ (2)25 5h +37.3 6'd' AFF HD HT 8' 5MOOM RMIT BAND - FG I I!,. i I �mll� I I 3068./12' 5.L 50)L32' F.G. TRAM` 1 ABV. 10-0' AFP HD Ill ENTRY DOOR 5TLE MAY VARY. 5`_E 5ELECDON FOR ACTUAL SIZE SEE THIS SHEET FOR TRANSOM FRAMING AND RETURN -WALL P50N 5P8 DETAILS. THESE ARE NOT SHOWN FOR CLARITY KNEEWAL 64 LEDGER T ENGINEERED 2. 5P8 \ ENTRY ISOMETRIC e ENTRY ISOMETRIC b 5CALE: N.T.S. RIDGE VENT ENGINEERED TRU55 51MP50N L5TA24 3'-3' ENGINEERED TRU55 (3) 2x B.U.C. 51MP50N HTT 16 W/ 5/8•x8' A.T.R. EPDXY 5ET W/ 51MP5ON 5ET EPDXY. 5' MIN. TOP OF WALL 8-0 TRUSS SUPPORT VIEWED FROM ENTRY ROOF VENT INFO. TYPE QUANTITY JNEAR FEET (MIN.) RIDGE VENT 45 FT OFF RIVE VENT5 - 24' DECORAT'VE NANDWARD 5AIL5' CRICKET v MEDA110N. TYPICAL 8' 5MOOTr-EXTURE BAND mmi"'a BEEN SIMON III ELEVATION GENERAL NOTE5: DENOTES DE51GN WAND FRE55URE5 FOR COMPONENTS +XX AND CLADDING lPs0 %X STUCCO: STUCCO F'N15H APPLIED PER A57M C 926, TYPICAL 5TUCCO OVER WOOD FRAME: 7/8' (3)LOAT 5TUCCO FIN'5H AFPUED PER A5TM C 926, TYPICAL OVERHAL.'G5: 12- TYPICAL EXCEPT 6' @ GABLE5. TALCUT5:50UARE, J.C.N. VEAN BUILDING HEIGHT G' ALUMINUM FA50A, TYPICAL FIBERGL 55 SH:NGLE5, TYPICAL TOP OF MA ENGINEERIN & ST NG, IN( VE E EN F 34203 # 929� 16' x 7 O.H. GAR DR 15HED DE GRA' 32 PANEL WfTH UTE5 I 3 2008 FRONT EL J I - 'B' 5CALE: 24x36: 3/8'= 1'-0' 1 1 x 1 7: 3/1 G'= I'-O' c� U m "a m v G7 /~ WW R L S2 Z 7 CI U) W . $ Q M L Z _O e H J 1 2 o o z O zco p Lli Ir Z a. > o a SHEET NO. A3b ISSUE HISTORY DATE I VER DRRWNI DESCRIPTION' BY DA0�12004 FRC UPDATE TOP OF MASONRY 1 4 eo APPVD FIN. PLA (REF) _ 3 1 1/15/06 5.0-W TW CREATED VER510N 5.0-W FROM VER5NDN 5.0 SN 021I 5/07 5. I -W TW EXP C UPDATE, ENGINEERING UPDATE - 5EE DATABASE 5N 5 0,/O- 7 .2-6. I MVlrW MERGED 5EVWHET5T0NE PIAN5 / 05t06 CODE UPDATE 5N c'I 10/OI/07 .I-6.1 TW 6J PLAN UPDATES I SN RIDGE 0 mem'Mi. n- vm m Eq I ------------------------ --------- ------- REAR ELEVATION RIGHT ELEVATION 12 Q6 ELEVATION GENERAL NOTE5: DEN07E5 DE51GN WIND +N% PRESSURES FOR COMF'ONENT5 AND CLADDING (P3n 5TUCCO. STUCCO FIN5M APPLIED PER A5TM C 926, TYPICAL 5TUCCO OVER WOOD FRAME: 7/6' (3)-COAT 5TUCCO FIN15M APPUED PER A5TM C 926, TYPICAL OVERHANGS: 12- TYPICAL EXCEPT 6- ® GAM5. TAILCUT5: SQUARE, U.O.N. ROOF VENT INFO. TYPE QUANTITY UNEAR FEET (MIN.) RIDGE VENT 45 FT OFF RIDGE VENT5 - BANDING ALL BANDING TO BE 5CORE CUT, 1/2' WIDE x 1/4' DEEP WITH 5MOOTH FINI5H INSIDE SCORE LINE5, UNLE55 BOX BELOW 15 CHECKED. ❑WHEN BOX 15 CHECKED, REFER TO RA15ED BANDING CUT 5HEET5. WHETSTONE ENG 2004 53rd AVE I CERTIFICATE, LEFT ELEVATION JA SIDE & REAR ELL TESTING. INC jN FL 34203 4TION # 9298 2008 - V181 U IM N a N a m It a� o O x m z 3 o F- ILL! J w w w w Z 0 Z z � F o 0 Z ol a- > a SHEET NO. 5CALE: 24x3G: 1 /4'= V-O' I I x 17: 1 /8"= I -O' PUN, SHELF ® 8'4' A.F.F. PUNTSt I-1/2' RACiEDBAND DRYWALL FINISH Q 6-4- A.Ff .F. m T 1 1 Y I m I 4 L i� r 4'TRIM NICHE @ ENTRY MEDIA NICHE @ LIVING ROOM NICHE ELEVATIONS AD I 5CALE: 24x3G: 3/8'= P-0' 1 1 x 17: 3/ 1 G"= 1'-9 NO. I DATE I VER ;' OE5CRIP,ION' APPVD i 10/03/05 4.0 2004 FRC UPDATE MC z I I/1 5/06 S.O TW CREATED VER51ON 5.0 - 5EE PIAN5 DATA5A5E 5N 3 I I/I 5A)6 5.0.W TW CREATED VER51ON 5.0-W FROM VER510N 5.0 5N 02/ 1 5/07 5.1-W TW EXP C UPDATE, ENGINEERING UPDATE - 5EE DATABASE 5N 5 09/OEJ07 5.2-G.I MVRW MERGED 5fVWTIET5TONE PLANS / 05" CODE UPDATE 5N c I I/07 .1-G.I TW G.I PLAN UPDATES 5N NOTE: 1/2' HARDIBACKER 15 REQUIRED 24' ABOVE GARDEN TUB DECKS AND ON TUB FACE. 1/2'HARDIBACKER 15 REQUIRED TO THE CEIUNG FOR ALL 5HOWER AND 5HOWER/TUB5. / I MIRROR I 0 MC m 4 T'LE BALKER TO MLING (2) 3-BULB LIGHT FD(TURES 3-BUL5 UGHT FLYTUREII i M2'RROR ' 5PU511 L MC 4' 5PLA511 TILE HEIGHT PER f0 'O TILE BACKER TO AL 711E UNE 1` 1 BATHROOM 2 MASTER BATH B BATHROOM CABINET ELEVATIONS AD I 5CALE: 24x3G: 3/8'= 1'-0" 1 1 x 17: 3/ 1 G"= 1'-0. IW A"j �oPE N PUNT 5HftF RANT 5HFlF Q 8'4- A.F.F. Q 6-4- A.F.F. I-I/2' RAISED 50 DRYWALL FINI5h (TYPICAL) �Vr[ [�ENJ WALL 8'4' ®.F. W3G42 W3924 W2742 W302G W2742 W1242 m m I `wAL , V4' 3'-0' 74'' I-I/2' RALSED BAND 'i \ �� DRYWALL FINISH IN I �rALBOTH 51DE5 PANTRY 4 m HALL TO BEDROOMS hl III I 11 1 I I TO LAUNDRY ROOM HOOD/ OFT MICRO 5EF 5TD. FEATURES I r T Y m h 2' to -- Y / , L --------- I 133G 39' OPENING B27 3O' OPFWNG B27 24' DLSHWA5HER FOR REFRIGERATOR FOR RANGE KITCHEN @ REFRIGERATOR KITCHEN @ RANGE KITCHEN @ SINK 5TANo�� I� A KITCHEN CABINET ELEVATIONS w/ 42" HIGH CABINETS 5FECIFICATION5 AD I SCALE: 24x3G: 3/8'= V-0' I I x 17: 3/ 1 G'= I'-O" PLANT 5HE/ 84- AF.F. DROP 50FFfT PLANT SHELF Q / Q 8'-4' A.F.F. W3G30 W3912 III I PANTRY 4 HALL TO I I I TO °D BEDROOM5 - _ I _ LAUNDRY ROOM II I 1W�I f — WPfN7 DROP I-10 RAI5ED BAND ` SOFFIT DRYWALL FIN15H (TYPICAL) W2730 W3014 W2730 W1230 HOOD/ OPT MICRO I r TO 5EE 5TD. FEATURES 0 `W\ 1-1/2' RAISEDBM'D DRYWALL FINISH (TYPICAL BOTH 51DE5 OF WALL) WALQ I -I/r RA5ED 5AN9 6-4- A.f.F DRYWALL PIN15H LTYZAU LE: „ q I io 133G 39, OPENING B27 30' OPENING B27 24' D15HWA5HER FOR REFRIGERATOR FOR RANGE KITCHEN @ REFRIGERATOR KITCHEN @ RANGE KITCHEN @ SINK 5EEOPCAC&NET �1� A KITCHEN CABINET ELEVATIONS w/ 30" HIGH CABINETS 5TNoAARDSF SPECIFICATIONS AD I SCALE: 24x3G: 3/8"= 1'-0' 1 1 x 17: 3/ 1 G'= I'-O' U zt m 04 CD cn m 0 L.L Z M O 0 t� I ,Q^ vJ 2 Z �— z Z 0 a •��© a w J w w 0 0-1 H z � 3 tO O f0 r- Z 0 O W ly Z o a a. > SHEET NO. AD1 RIDEVENT: FASTEN TO ROOF 5INPER MF5TALLATION 5EE ENG. FOR IN5TUCION5 NAUNG DETAIL5 A 1ROOFING FELT 2x4 BLOCKING FI5ERGLA55 ROOF SHINGLES BOTH 51DE5 OF VENT 7/ 1 G' 0515 ROOF I I SHEATHING `TOP CHORD OF ENG. 1-1/Y' TYP. CLEAR ROOF TRU55E5 (TYP) SLOT AND RIDGE (SEE VENT MFR'S INSTRUCTIONS) RIDGE VENT DETAIL AD2 5CALE: NT5 11 NO.I DATE IVER 1­-7: 1 DE5CRIPiION' IAPPVD z I I/I S/OG 5.0 1TW CREATED VER510N 5.0 - SEE PUNS DATABA5E 5N 3 11/I S/06 5.0.W TW CREATED VER51ON 5.0-W FROM VERSION 5.0 SN I1L1I09/OG107I5.2-1.IWIMV/fWIMERGED 5EW.MET5TONE PLAN5/ 054OG CODE UPDATEI SN 1 /c\ 10/01/07 .I-6.1 TW G.1 PLAN UPDATE5 5N TABLE A: FA5TENER LOCATION / SCREWS UNIT SIX PER SIDE LE55 THAN 12 EACH SIDE I 12' TO 24' PER SIDE 2 25' TO 36' PER 54DE 3 GREATER THAN 36' PER'510E OR MORE DEIGNED DE THAN 5-TON5 ENG. �3-1/2'THICK FtP I. CONCRETE SLAB 51ZED PER' AC MFR5MFR5 5PEOFICATRN/5... I TOPY _ pf SIgB — 1 114 SCREW W/GAS FLTED WA5YER: PLAN ITYPICAU LOCATION t NUMBER PER TABLE'A TH15 SHEET. A/C PLAN DETAILS ouruNE of COND. UNIT � 114 SCREW W/ GASKETED WASYER: LOCATION t NUMBER PER TABLE A' THIS SHEET. fiN1511 GRADE _ 3 112" THICK FtP SLAB IC�INIELEVATION AC M KS 5PECINCA°IONS A/C PAD DETAIL AD2 SCALE: 24x2G: I °= I' -OP I I x 17: 1 "= 1'-0' F4, �7 y ASS 0o0��'AW eY 0 U N a m N a m CAI j �O X w = H LL Ir L..L Y Z ,,Q v^ i co e Ci 3 2 w Q [ 9 Y© - of Z O ^+ S a U w N U Z_ O J_ m EO 3 0 co 0 z O O w 3 w a Z � a > 0 a SHEET NO. AD2 ISSUE HISTORY NO. DATE VER DRWN DE5CRIPTION' APPVD 1 I0103/05 4.0 2004 FRC UPDATE MC 2 1 1/ 1 Sp6 5.0 TW CREATED VERSION 5.0 - 5EE PLAN5 DATABA5E 5N 3 1111 Sp6 5.0-W TW CREATED VER51ON 5.0-W FROM VER5104 5.0 5N 02/ 1 5107 5.1-W TW EXP C UPDATE, ENGINEERING UPDATE - 5EE DATABA5E 5N s 09pGIO 5.2-G.I MV/TW MERGED 5EINRHET5TONE PLANS/ 054OG CODE UPDATE SN c 10/0I1W .1-G.IW TW G.1 PLAN UPDATE5 5N ELECTRICAL LEGEND 51NGLE POLE 5WITCH 5MOKE DETECTOR A $ � DOUBLE POLE 5WITCH 3 THREE-WAY 5WITCH FLOOD LIGHT $+ FOUR-WAY 5WITCH DIMMER 5WITCH +�= CEILING FAN y$ i CEILING FUTURE �SCONCE U }T C7�C� OPTIONAL CEILING FAN YY I 10 VOLT DUPLEX OUTLET I' OPT. FAN yl lxxY 11O VOLT SWITCHED OUTLET FREINRE U & I 10 ARC FAULT OUTLET DOUBLE 24' FLUOR. FIXTURE W/ DIFFU5ER GROUND FAULT OUTLET y Wwr WEATHER PROOF GFI OUTLET DOUBLE 48' FLUOR. FUTURE i 220 VOLT OUTLET w/ DIFFL15EP �D o DOUBLE 24' FLUOR. FIXTURE ® SPECIALS OUTLET SERVICE FLOOR MTD. OUTLET DOUBLE 48' FLUOR. FUTURE ii� CEILING MTD. OUTLET SINGLE 45' FLUOR FUTURE ® EYEBALL TYPE RECE55ED LIGHT BATH FAN M015TURE RE515TANT RECE55ED LIGHT BATH FAN WITH LIGHT REcesseo LIGHT �--I 0 MINIATURE PECE55ED UGHT M I ELECTRIC METER D15P O DI5FO5AL 55 PREWIRE 5PEAKER O JUNCTION BOX OT THERM05TAT ® T.V. OUTLET - TELEPHONE OUTLET CHIMES DOOR BELL CHIME5 —0 DOOR BELL IC _ INTERCOM 5Y5TEM O. GARAGE DOOR PUSH BUTTON A,HP5 ELECTRICAL PANEL ELECTRICAL PANEL I -BULB WALL MTD FIXTURE QQ 2-BUL5 WALL MTD FUTURE 000 3-BUL5 WALL MTD FUTURE ELECTRICAL NOTES UNV55 OTHERM5E NOTED: I . ELECTRICAL OUTIET HEIGHT5 A5 MEA5URED FROM FINL510 FLOOR TO CENTERED LIVE OF THE BOX TO BE: 12' A.F.F. (GENERAU FJTCHEN 44' A.F.F. BATHROOM 39'A.F.F. LAUNDRY ROOM 30 A.F.F. EXTERIOR WATERPROOF 2' A.F.F. GARAGE GENERAL. PURP05E 42' A.F.F. RANGE 2'A.F.f. 2. ALL TRIM PLATE5 AND DEVICES TO BE GANGED, WHERE P0551BLE, 3. ELECTRICAL 5WTChE5 TO BE AT 42' CENTERLINE ABOVE FIN6HED FLOOR 4. ELECTRICAL FUN B INTENDED FOR BID PURPOSE5 ONLY. ALL WORK SHALL BE DONE IN 5TRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. LATEST EDITION, BY A UCEN5ED ELECTRICAL CONTRACTOR WHO 5HALL BE RE5PON51BLE FOR THE I145TAL ATION AVD SONG Of ALL ELECTRICAL, WIRING AND ACCf55OR1E5. 5. 5MOKE DETECTOR5 5W\LL BE INSTALLED A5 DIRECTED BY NFPA 70A. SMOKE DETECTORS 5HAL BE INTERCONNECTED AND CAPABLE OF OPERATING ON EITHER AC OR DC (BATTERIE5). G. ARC FAULT RECMAOf5 IN ALL BEDROOMS PER FRc 2004 ELECTRICAL. ALL RECE55ED UGHT5 IN MA5TER BATH TO 114vE DLRECTIONAL TRIM — ELECTRICAL PLAN 5CALE:24x3G:1/4'= I'-O' IIxl7: 1/5'=l'-0' U U "z m "a m O I— LL (7 Z ul � O <^ v, � 2 = 3 • 1�1 Z g a J Q U I— U w J w o � tO c' O TO '— Z O o w Z W Q 2 a > o a SHEET NO. El ISSUE HISTORY NO. DATE VER DRRWN By DE5CRIPTION' APPVD I O/03/05 4.0 2004 FRC UPDATE MC z I I/ 15/OG 5.0 TW CREATED VER54ON 5.0 - 5EE PLAN5 DATABASE 5N 3 I I/15/OG 5.0-W TW CREATED VER51ON 5.0-W FROM VER51ON 5.0 5N 02/ 1510 5.1-W TW ExP C UPDATE. ENGINEERING UPDATE - 5EE DATABASE 5N s 09KKv07 .2-G.I W MVAW MERGED 5EVWHET5TONE PLAN5/ 054OG CODE UPDATE 5N c 10/01/07 .1-GAW TW G.1 PLAN UPDATE5 5N FLOORING PLAN 5CALE:24x36: 1/4"=1'-O' I Ix17: IV=1'-O' 00 �en aez� S a (O O O � Z O o w co w Z W Q d' a > o a SHEET NO. Fl ISSUE HISTORY NO. DATE VER DBYN DE5CRIPTION' APPVD I Og3/05 4.0 2004 FRC UPDATE MC z I I/ 15/OG 5.0 TW CREATED VERSION 5.0 - 5EE PLAN5 DATABASE 5N 3 1 1/15/OG 5.0-W TW CREATED VER510N 5.0-W FROM VER51ON 5.0 5N 02/15/07 5. 1-W TW EXP C UPDATE. ENGINEERING UPDATE - 5EE DATA13A5E 5N 09/OW7 .2-G.I MV/fW MERGED 5EWA1ET5TONE MAN5 / 0540G CODE UPDATE 5N c I M 1 /07 G. I -G.1 TW G. I PLAN UPDATE5 SN LEGEND ®AIR O HANDLER FILRFD R RE AIR RETUURNN Z PA551VE AMA RETURN AIR ® 5UPPLY VENT O THERM05TAT Q FRE5h AIR VENT BATH FAN MECHANICAL PLAN SCALE: 24x3G: 1/4"= 1'-0" 1 1 x 17: 1/8"= 1'-0" 00 W N •--, �h Z'sa` �ppf a� N m O 0 U N a m N a m W LL C J O Z 'Q^ vJ W z z Q J a J U z Q w w 2 � 3 0 to co Z O z o O H gZ W Q a a > o a SHEET NO. mi SVR Lot 3 Block 2 I. GENERAL: 1.1 SPECIFICATIONS = FRC 2004 1.2 DESIGN LOADS: TCLL = 20 PSF TCDL = 10 PSF BCLL = 10 PSF BCDL = 10 PSF 1.3 ANCHORAGES SHALL BE HOT -DIPPED GALVANIZED, AFTER FABRICATION PER ASTM A 90. 1.4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER VENDOR -PROVIDED EXTERIOR CLADDING SHALL COMPLY WITH THE FRC 2004 INCLUDING THE DESIGN CRITERIA SET FORTH IN THE FOLLOWING WIND LOAD NOTES. 1.5 EXTERIOR WINDOWS & GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD & BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. 1.6 EXTERIOR WINDOWS & DOORS SHALL BE ANCHORED PER PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. 1.7 GARAGE DOOR SHALL BE FASTENED w/ MANUFACTURER'S TRACK BRACKETS USING 1/4"xl-1/2" HEX -HEAD LAG BOLTS FULLY SEATED IN PT 2x6, #2 SYP (MIN) DOOR BUCKS. FASTEN BUCK STRIPS TO MASONRY WALL w/ 1/2"0 ANCHOR BOLTS w/ 2"0 WASHERS @ 18" O.0 (5 MIN. PER SIDE). ANCHOR BOLTS SHALL BE CAST IN PLACE 1.8 MULLONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE. II. WOOD FRAMING: 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 S BF� ALL OTHER �d�Jrd THE RESPOiNli k�Tg x4iF„ G iv 2A 2008 L. JASON BERGER, P. . DATE PE� 6400 L. JASON BERGER PE# 64003 00 th M c fl CV A V] U) p o 0' W H w O Z a _l �Q �..� u; w U C$ & a o N •� z s a SHEET NO. S-1 SVR Lot 3 Block 2 8" C.M.U. FINISH PER ELEV. 3-1/2" CONC. SLAB 25" LAP MIN 1 #5 DOWEL -FINISH FLOOR FINISH GRADE O i Z 2 #5 BARS CONT. A EXTERIOR MASONRY WALL FTG S- SCALE: N.T.S. 3-1/2" CONC. SLABS 14-1 /2" E GARAGE DOOR RECESS S- SCALE: N.T.S. 2x4 SPF STUDS ® 16" O.C. 1/2" GYPSUM BOARD 3-1/2" CONC. SLAB f (2) #5 BARS CONT. (1) #5 BAR CONT. FINISH GRADE 1" 8" 42 —TYPICAL 3-1/2- CONIC. SLAB 00 SIN B"� THICKENED SLAB EDGE DRIVEWAY EXPANSION JOINT 2 #5 BARS CONT. 5/8"0 x 8" SIMPSON TITEN HD ANCHORS ® 18" O.0 H FOOTING @ INTERIOR BEARING S- SCALE: N.T.S. SCALE: N.T.S. VERTICAL WALL REINFORCEMENT - (1) #5 DOWEL PLACED TO _ MATCH VERTICAL WALL REINFORCEMENT (LAP SPLICE = 25" MIN. ) 3 X QLi W � m .. o Z � w ' W ao ^. . . INSULATION 2x4 SPF STUDS 16" O.C. 1/2" GYPSUM BOARD 3-1/2" STEP 104 4" 3" 1'-0" (2) #5 BARS CONT 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 8"06" CONCRETE FOOTING w/ (2) #5 BARS CONT. (f'c=2,500 PSI (MIN.)) 1'-4" CLEAN COMPACTED, TERMITE NOTES: TREATED STRUCTURAL FILL FREE OF ALL DEBRIS 1. GROUT CELLS SOLID BELOW FINISHED FLOOR. 2. FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL REINFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELEVATION F OPTIONAL STEMWALL FOOTING S- SCALE: N.T.S. 25" LAP MIN 8" C.M.U. 1 #5 DOWEL FINISH PER ELEV. 3-1/2" STEP 3-1/2" CONC. SLAB LLA��4 COLD JOINT a 1'- 4" 2 #5 BARS CONT. i� MASONRY WALL FOOTING @ PATIO SCALE: N.T.S REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (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 =1N 3-1/2" CONC. SLAB 1'-4" 2 #5 BARS CONT. D EXTERIOR DOOR SILL S- -SCALE. 25" LAP MIN. 1 #5 DOWEL 8" C.M.U. FINISH PER. ELEV. FINISH GRADE 24%24"06" FTG w/ (3) #5 BARS 0 8" O.C. E.W. 2'-0" MASONRY COLUMN FOOTING S- SCALE: N.T.S. 1/2" GYPSUM BOARD 1/2"0 x 8" ANCHOR BOLT 2x4 SPF STUDS —� w/ 2" WASHER @ 18" O.C. 16" O.C. INSULATION 3-1/2" STEP 777 f � (2) #5 BARS CONT. K THICKENED SLAB TIN C. S- SCALE: N.T.S. 2004 53rd AVE E B N F 4203 CERTIFICATE OF Z N # 9298 L. JASON BERGER, P.E. DATE JA 0$ PE# 64003 L. JASON B RGER PE# 64003 SHEET NO. S-2 SVR Lot 3 Block 2 1/2" S.R. GYPSUM BOARD — DRYWALL SCREWS ® 12" ox. 0 CLG. & 16" ox. ® WALLS REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR ROOF DIAPHRAGM NAILING SPECIFICATIONS. 2x SYP 'L' BRACINGS ® 24" O.C. SEE TRUSS ENGINEERING FOR SIZE, LOCATION, AND ATTACHMENT 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" O.C. TOP & BOTTOM FIRST FOUR (4) FRAMING BAYS MIN. @ GABLE ENDS (TYP.) FASTEN TO TOP & BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END 2x4 #2 SYP NAILED TO BLOCKING w/ 16d NAILS @ 6" O.C. FOR GABLES OVER 24' LONG (2) 2x6 P.T. SILL PLATE WITH 1/2"0x12" "J" BOLTS @ 24" O.C. MAX A GABLE END DETAIL S-3 SCALE: N.T.S. 2x6 SY NAILS V a NO SHEATHING JOINT HERE 2X6 SPF w/ (2) ROWS OF 12d NAILS @ 12" STAGGERED (EACH ROW) 2X_ BLOCKING (LADDER FRAMING OR PACKOUT) ® 32" O.C. FASTEN w/ (2) 12d NAILS TOE —NAILED PER CONNECTION EXTERIOR FINISH #5 VERT. WALL REINF. GROUT CELLS SOLID FASTEN 7/16" APA RATED SHEATHING TO GABLE END FRAMING w/ 8d NAILS 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS g" 3—COAT STUCCO FINISH. APPLIED PER ASTM C 926 ATTACH GABLE TRUSS TO PLATE WITH 16d @ 4" O.C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY FASTEN ROOF SHEATHING w/ 8d NAILS 6" EDGES, 12" IN FIELD & 4" O.C. ALONG NAILER ENG. TRUSS END. kFTER c VALLEY -SET ATTACHMENT DETAIL S3 SCALE: N.T.S. 2x8 P.T. #2 SYP JAMB TRACK/BRACKET FASTEN PER MANUF. SPECS. EXTERIOR 3" MIN. 1/2" J—BOLTS w/ t�2"0x1/8" WASHER SPACED ® 18" O.C. (5 PER SIDE MIN.) • I r— GARAGE DOOR INTERIOR GAR. DOOR TO BLOCK ATTACHMENT DETAIL SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7 ALL OTHER (IOELEI�I THE RESPON4WI"rdCftET�ip CERTIFICATE OF i L. JASON BERGER, P. PE# 64003 L. JAS( O W w N ,^ VJ J a H C7 J W p 7:� w Q vs a ° U_ o a � 3 g w 5 a n2 NGAC. 4203 SHEET NO. N # 9298 S-3 RGER PE# 64003 i OR Lot 3 Block 2 t ENG. ROOF TRUSSES TRUSS ANCHOR ROOF SHINGLES ® 24" 0. SEE ROOF FRAMING PLAN SEE NOTES 5.18 OR ROOFSHENAILING 1) I SPECIFICATIONS STUCCO FINISH. APPLIED PER ASTM C 926 25" MIN. LAP SPLICE PROVIDE INSPECTION HOLE Q EACH DOWNPOUR APPROX. GRADE PROVIDE 12" MIN. COVER SEE FOUNDATION PLAN FOR SIZES INY m"I INSULATION BAFFLE 1/2" GYPSUM BOARD K.O. BLOCK BOND BEAM POUR SOLID W/ 1 — #5 BAR CONT. EACH MIN. LAP =25" FILL W/ 3000 psi CONCRETE. #5 BAR VERT. WALL REINFORCEMENT SPACED PER FOUNDATION PLAN EMBED ACI STANDARD HOOK 6" IN BOND BEAM. GROUT CELLS SOLID 8" x 8" x 16" CMU R-19 (MIN.) FIBERGLASS INSULATION. 3 1/2" 2500 PSI CONC. SLAB w/ FIBER MESH ON 6 MIL V.B. LAPPED AND TAPED SEE ENG. FOR NAILING DETAILS 2X4SPF (MIN) BLOCKING BOTH SIDES OF VENT #5 BAR w/ 25" (MIN.) LAP SPLICE (GROUT CELL SOLID) SEE FLOOR PLAN FOR REINFORCED CELL LOCATIONS r L #5 (MIN.) DOWEL EPDXY —SET w/ SIMPSON r SET EPDXY (OR EQUAL) W/ 6" MIN. EMBEDMENT �• T r� J DRILL 3/4"06" DEEP (MIN.) HOLE INTO EXISTING r FOOTING MAINTAIN 5" (MIN.) L EDGE DISTANCE ; .• t Y j ' MASONRY 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 f 1-1/2" TYP. CLEAR ° I SLOT (9 RIDGE (SEE CLEAN, COMPACTED, TREATED VENT MFR'S INSTRUCTIONS) FILL UNDER SLAB 2 #5 BARS CONT. B RIDGE VENT DETAIL S-4 SCALE: N.T.S. A TYPICAL WALL SECTION S-4 SCALE: N.T.S. 15# ROOFING FELT 7/16" OSB ROOF SHEATHING FIBERGLASS ROOF SHINGLES TOP CHORD OF ENG. ROOF TRUSSES (TYP) REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT , ANm0ION# C. ALL OTHERWW�I�E THE RESPOIpWI3fj§j, 'A�-E3 CERTIFICATE 0 98 SHEET NO. SA ROOF FASTENER LAYOUT ELEVA TION 'A'B' & 'C SCALE. RT.S. OSIMPSON HETAL20 + HTSM16 ODOUBLE SILL PLATE, SEE DETAIL THIS OSIMPS❑N HETAL20 s 90, Go '0 Z9 aN ^G n m d S din a�W� g �A'o i uric G Sao 7�`�, DENOTES GABLE END DIAPHRAGM SEE NOTE 5,19 CID SHEET S-1 FOR NAILING PATTERNS NOTE: CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION. UPL IF T VAL UES THA T MEE T OR EXCEED 1000# AND REAC TIONS THA T MEE T OR EXCEED 3000# ARE SHOWN AS NOTED. THE VALUES ARE BASED ON THE ENGINEERED TRUSS LAYOUT AS PROVIDED BY THE MANUFAC TURER. (2) 2x6 P.T. SILL P WITH 1/2'0x12' 'J' B❑LTS @ 24' ❑.C. MnA ATTACH GABLE TRUSS TO PLATE WITH 16d @ 4' D.C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY DOUBLE SILL PLATE DEt AVEGE E ES G, INC. SCALE: N.T.S. CERTIFICATE FL 34203 H ATION # 9298 2008 L. JASO ERGER PE# 64003 4 i� A bx HUH � a F— u- Ow � �a w Z '=11 cd a H O } g U) U) D SHEET NO. S-5A SVR Lot 3 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 'L' BRACES @ 48" O.C. FASTEN TO GABLE END STUDS w/ 10d NAILS @ 8" O/C 2 x 4 BLOCKING (EDGEWISE) ® 48" O.C. TOP & BOTTOM FIRST FOUR (4) FRAMING BAYS MIN @ GABLE ENDS (TYP) FASTEN TO TOP & BOTTOM CHORDS w/ (3) 16d NAILS \ (TOENAILED) EACH END CEILING RIDGE SIMPSON 12" TWIST STRAP ---- J INTERIOR HIP VAULT: 6:12 SLOPE CENTER AND 3:12 SLOPE SIDES. 1/2" S.R. GYPSUM BOARD w/ 5d COOLER NAILS @ 7" O.C. 2 x 4 #2 SYP TYP. (2) 2x6 P.T. SILL PLATE w/ 1 /2" 0x12" "J" BOLTS 24" O.C. MAX A GABLE -END DETAIL @ HIP VAULT -6 SCALE: N.T.S. NO SHEATHING JOINT HERE 2x6 SPF SUB -FASCIA 2x4 SPF BLOCKING 32" O.C. EITHER LADDER FRAMED OR PACKED OUT. FASTEN 7/16" APA RATED SHEATHING TO GABLE END FRAMING w/ 8d NAILS 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS 6" 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 2 x 4 SYP BRACE NAILED TO BLOCKING w/ 16d NAILS @ 6" O.C. FOR GABLES OVER 24-FT TYP (4) FRAMING BAYS FASTEN BLOCKING TO TRUSS USING SIMPSON MTS12 w / (14) 10d NAILS ATTACH GABLE TRUSS TO PLATE w/ 16d @ 4" O.C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DESIGN ELEMENTS SHA INC. THE RESPO4jNjt�NQFENqHEE9 4203 2004 53rd AVE E B ATION # 9298 CERTIFICATE 0 L. JASON BERGER, P.E. !�$ PE# 64003 LU V] � J o I— W W K 0 0 Z 6 Z W �..�t U � Cd ° = � 3 o Z Q � 3 LLJ a W > 5 a Z SHEET NO. S-6 C 64003 SVR Lot 3 Block 2 NO SHEATHING JOINT HERE 0 a t 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. V 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 ENC.) 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 & 06SICATE MENT), AND ASC 7-02 ALL OTHEqNrE€#6ff2G�*�E T INC. THE RESPWMg E03 OFON # 9298 L. JASON BERGER, �. PE# 64( L. JAS Q� Q > W w N = _J Q 11J (7 a 0 2 7 t N W O_ Z O 3 z o m O 3 a SHEET NO. S-6 J For Masonry Rough Openings (5) Screws per SW at 17.5' spacing for &8 tarns (7) Screws per side at 14' spacing for 8.41 units 4VE►�d� DOOR COMPONENT SYSTEMS 4' — t5) Screws per side at 1- 5: spacing for 6,8 'j"Is {7? Screws per 14' Siz7 ' TIc tot a3, Single door unit Single door unit with one sidelite Single door unit with two sidelites Double door unit (boxed construction) (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 A sarcaru LATCHING HARDWARE rubber sealant in Compliance requires that ANSI At 56.5 GRADE 2 or better cylindrical and deadbolt security three roars to a bead size of 114s lock set be installed. Follow assembly lostruetiolis POF-AI-X. high x aril' wide. NOTES' 1. Fasteners recommended for this unit are 3,`16' x 2-3r4' Tapcon screws calculated by the lowest fastener rating for optimum anchor positioning. 2. The Tapcon screw length is designed W 1-1F4' minimum embedment into the masonry, 3. Sealant recommended to adhere sill to subfloor 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 (36') use approx. 8 oz. of silicone: OXX triple units (108) use approx. 24 oz, of silicone:. O)XO quad units (144`) use approx. 32 oz. of silicone. Silicone ra14 ASTM C-420, Cass 25, Type S, grade NS. DAP product number. 08641. 4. For installation in wind-borne debris or high -velocity hurricane zones, add 3 fasteners to se. ATI Nos. 01.43054,01, 0143054.(Y2, and 01.43054.03 (Architectural Testing, Inc.: York, PA) 6" 1 1 1 1 1 1 1 6" —(5) Screws pet state at 17.5' spacing for 6r'8 u uts (7) Scre.rs per side at 14 spxa ng for a,o units ( 0 1 Double door unit with two sidelites X to ■ I G V] Z 0 w W N W N J Q U) - " W O Z � 2 O 0 �,� Z Q 8 5 a SHEET NO. Stock Building Supply Design Pressure Chart Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report # X 6' 8" 3' Opaque +65.0/-70.0 6184.1 XO or OX 6' 8" 3' Opaque Door +47.0/47.0 6184.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-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 1 6' 8" 3' Opaque Door +47.0/47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.0/47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/47.0 6181.5 XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.7 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.8 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.0/-50.0 6184.8 X 6' 8" 3' Glazed ODL Smart Frame + 55.0/ -60.0 6142.1 XO or OX 6' 8" 3' Glazed ODL Smart Frame + 48.0/ -50.0 6142.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/ -50.0 6142.3 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Smart Frame +47.0/-47.0 6142.4 OXXO 6' 8" 6' Glazed ODL Smart Frame +47.0/-47.0 6142.5 6' 8" 6' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 X 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.6 XO or OX 6' 8" 3' Glazed ODL Screw Frame + 50.0t-50.0 6142.7 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.9 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXXO 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.1 6' 8" 3' 181delight Glass ODL Screw Frame 1 +60.0/-60.0 4177.1 SHEET NO. D2 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W AADWSIVEE K(TOP �) NO ONG�) n OPTIONAL 1/8' ACRYLIC OR NOTE I 0LP TO 7'-0- HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (TOT SHOWN). .NOTIE 2, THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESStOPW_ OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 2' TICK GA. PANTED END STILES ATTACHED O DOOR I WITH PATENTED TOG-L-LOC SYSTEM ' BOTTOM i CENTER). GA, GALV. DOUBLE END STILES ACHED O TOP AND BOTTOM RAB. SHAD LAT04VERTICAL ENGAGfSE SNAP � H PATENTED TOG-L-LOG SYSTEai. ONTO VERTICAL tRMON EACH SIDE OF INTER. STTUE VEID OUTSIDE HA .,/' 'mil Sm ViE7Y 'B' VIEWC' NSIDE HAI d _ KEYED ttY'J[ SNAP LATCH LOCK OPTION TWO POINT LOCKING INTO TRACK. BRACKET USED FOR ROTTOM DOURIE END FRONT FRAME WITH U.Y. COATING ON OUTSIDE SURFACE n n r � � END LOCK BOL ENGATGIES S11LE INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. 1114NfF' c� Iff 801_T a r w�r �r0 a ra. IT • 1F.:ri ./iE . .. • •. .:r ONAL 10 SCREW OS8 GLASS OR OPT MOLDED INSIDE H/8' ACRYLIC SECTION BB--R LITE RETAINER JW/4- PAN HEAD SCREW (10 SCREWS PER LITE) �- 12 GA. GALS. STEEL TOP EACH 8RACKET ATTACNEO W 4 14x5 B' SHEET METAL SCREWS. ADJ ATTACHED F�J- To TOP BRACKET WITH (2) 1/4•xt/2' BOLTS AND HUTS PER BRACKET. 2-1/2- Shp /B' (m'.) SHP TAP JOINTS. \ 40-CHANIEL 16 GA. GALV. STEEL 25 GA. MN. EXTERIOR SKIN WITH G-40 GALVANIZING. BAKED -ON PRIM AND A BWED-COAT A 0 TOBOOTHSISI OF STPANTED EEEEL SKIN. 14 GA GALV. ROLLER HINGE EACH HINGE FASTENED TO ENO STILES W/(4) 14r3/3- SHEET METAL AND (2) 1/4' /4- SELF TAPPING SCREWS. (SEE HEW 'n 4' TALL x 16 GA. C-CHANNEL PER DOOR SECTION. 1/VIEW3/ " SELF TAPPING SCREW PER STILE LOCATION. 1-1/4' WIDE x 16 GA. GALV. STRAP. (5) PER DOOR SECTION SSEEC/TIO(N (� // El"A�TIIOSELF PNPN(6) STRAPS ON i)). STRAP ATTACHED WITH SCREWS To DOOR. O NE SCREW TO SCREWSNG CHMKNELI• ATT�ED WITV. H (2) ji�%0 SHEET METAL SCREWS. ALUMINUM EXTRUSION 4 VINYL WEATHERSTRIP. SHEETr-< LHR TOP BRACKET 6TAPPING DOME HORIZONTAL TRACK .+a f.• i'. • HEADROOM OPT.*' a, . a.. dI�T t.Fla:�MEDIAl LING VIEW VIEW 1' DOOR OVERIAP (EACH SIDE) 2x6 YELLOW PINE STOW MOULDING BY DOOR INSTALLER (TO SUIT) - 16 GA, GALY. STEEL PAINTED Elm STILE 18 GA. GALV. SM DOUBLE Elm STILE / 26 GA. GALV. STEEL. INTER. STILE � Y GALV. STEEL TRACK FASTENED TO 1 12 GA. GALV. STEEL TRACK BRA�CEfS. L 1P T $Et4o STL£SEACH W 4) N TRACK ATTACHED O EACH BRACKET WITH ONE 1/4'x5/8' BOLT A NUT 14x5/// SHEET METAL SCREWS 21 i 4 SEtF TAPPING SCREWS PER fWIGE V2- OR TWO 1/4' DA. RNETS. PREPARATION _(AMaS BY OTHf.RS, JAIJR OK LONG STEM, 10 BALL STEEL ROLLER, CONFIGURATION SECTION C-C JAMB TO SUPPORTING STRUCTURE ATTACHMENT HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (to SUIT), DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. TRACK WEIGHT I 'L' A tt 2' GALS. STEEL TRACK, - t. TRACK THICKNEr-, .— I w-u-- TYP. 2-1/2'02 GA. GALV. STEEL TRACK BRACKETS. DISTANCE BETWEEN BRACKETS HOT O EXCEED 14* O.C. (6 TOTAL BRKT'S PER R SIDE FOR DOORS UP O YO- HIGH). (7 TOTAL BRIM PER SIDE FOR DOORS UP TO 8'0' HIGH). -18 GA. GALV. STEEL. CENTER HI =L DOUBLE TRACK FASTENEit O IJTER STKES W 4 LOW HEADROOM IS /14x5/8 SHEET METAL SCR AVAILABLE AS AN OPTION HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL YELLOW P(GRADE #2D INE OR BETTER) ,AMSS. NO LOAD FROM THE DOOR IS TW94SFE1 M O THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROMOE A FLUSH MOUNTING SURFACE FASTENER TYPE WOOD FRAME BUILDINGS OR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (()) ) OR STUD WALLS 2x6 CUPTO 18'2 ) PRESSURE TREATED GRADE /22 OR BETTER WOOD STUDS OF A9STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FB M STRESS IN BENDING (F,). MAX. O.C. MN. No. , STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. OF FASTENERS I PER SEEDERS BLOCK WALL OR CONCRETE JAW 2x6 WOOD JAMB SHALL BE ANCHORED O GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. VERTICAL BLOCK WALL CELLS SNAIL BE FILLED WITH CONCRETE AND REINFORCED WTM REINFORCING BARS EXTENDING 2x6 JAMB INTO THE FOOTING AM 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 BUILDING ENGINEER OR ARCHITECT OF RECORD. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT O BE USED FOR ATTACHMENT OF TRACK BRACKETS) -------------- f... --- a ,a. f•f f a�. �r � r. � a•., ''. ..P.P,r �:...i n`ii1�Tt(T�it: a.,:. r .. �c:�A. .7fEi',��t�iT•a/L'1i�t>.3 f r 1 [•B_y t• a f':L'IAl_B](��(Qj�NIMa { v)>E:Ia�,a!:'y^�:W: i.I ■'�LT�1Li�/: �i .... J;ar � FEi r )B.. � ,L`ItK•1:! :Iil��(;���]L-fi .Tla'!. Ar)�"IiYt�r.,N:H::a _•: t��'J'���Q .far ) VANE WEVE!>F1k A P.E. ROMA PAL /MIS NORM COMM PL /2RD2 THIS DOM MEETS OR EXCEEDS THE DESIGN THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW LOADS MR THE WINO SPEEDS LISTED BELOW ACCORDING O THE 2001 FLORIDA BULDING ACCORDING TO THE 2001 FLORIDA BUILDING CODE 911FOR THE FOLLOWING CODE (A 7-98 FOR THE FOLLOWING CON 1) COHOTbNS: H)) �(jOSED RINI.ONG 2 DOOR 2 DOOR HAS 2 OF W9nH IN HAS 2' OF W!D'DH IN 5 END ZONE. END ZONE ,3) LSE ACTOR OF 1.0. 4 ANY 3 FACTOR OF 104 ANY ROOF SLOPE AND 51 5OX SAFETY WINO SPEED MPH S 110 1120 1 130 MIND SPEED S 130 140 1 150 LEVEL S- C B C B EXPOKl1RE lE1EL B a C B C 8 MEAN ROOF HEIGHT 30' 30' 15' 3O' MEAN ROOF HEIGHT 30' I 30' I IS 1 30' I: am &AOV ft"a lx t: -paxy AI ItlgpM I•rwtl. a tM C Clow Produ� om Ow nd v noL be nprodwed in any Norm *UM A Its ddo r pormipion. 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 SEAT. (EMBOSS). A�Al W Z O � Ow W _ J � J � Q a w Z C� O g a SHEET NO. 1 1 4 MIN. EWEOMENT SI-NM AS READ: FLANX BETWEEN (SEE NOTE$ - WINDOW 1 MASONRY OpEhliNG' JAMB BY OTHERS IL INSTALLATION ANCHOR 3/16` DIAL TAPCON D, SHOWN CAUU<.BETWEEN WNDOW FLANGE — WOOD BLICK ONE BY WOOD - BUCK BY OTHER. CAULK BETWEEN WOOD BUCK &— MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW RANGE & WOOD BUCK PERIMETER C)WLK_—.,- f " xAEd w+si BY' OTHERS .WINDOW W10TH EXTERIOR SHIM AS REgD (SEE NOTES) �+r k� CAULK BETWEEN SEC 1T 1l V. 2 INSTALLA716N ANCHOR WINDOW FLANGE W WOOD BUCK 3 16' DIAAAPCON s�iOW 1 1 /4' MIN'. Q EMBEDMENT t t //4' MiFNN_ EMZM'f —SHIM AS REWD. (S� ROTES) Im 4 _ INSTALLATION ANCHOR 3/16'4 DIA.. TAPCON SHOWN. --I2V O.C. MAX. ONE BY WOOD BUCK BY OTHER PERIMETER CAULK--"/' I BY OTHER 1 SHli+i _ ��E SPACE MAX: yRNAODC�W FRAME WINDOW ►+" HEIGHT I EXTERIO WINDOW BUCK HEIGHT HEiGI1T i WINDOW FLANGE TYPE WfDT}4 MNDOW NAME LL ELEVATION Q VIEWED FROM EXTERIOR PERIMETER BY OTHER v PRE CAST SILL BY OTHERS SECTION 1 v 4 CAULK BETWEEN WINDOW FLANGE & PRE CAST SILL WITH VULKEM 116 ADHESIVE CAULK -OR APPROVED EQUAL 2 24" O.G UAL YNNDO.W' SITES: Ram i W.T. (INCHES) DESIGN PRESSUPt REQ Q. IN CAPACITY IN nF 1' MINIMUM E I►IDiIT./Ii huff HEAD 24 x: 12 —80 2 2 24 x 24 —80; 2 2 24 .x 36 —80. 2 2. 24 x 42 —80 2 2 24 x 48: —80 2 2 24 X 55 —,80 2 2 36 x 12 -80 2 2 36 x. 24 —80 2 2 36 x 36 —80 2 2 36 x 42 —80' 2 2 36 x 48 —76 2 2 36 x 55 —64 2 1 2 48 x 12 —80 2 2 48 x 24 —80 2 2 48 x 36 —80 2 2 48 x 42 —74 3 3 48 x<48 —62 2 2 48 x 55 —52 2 2 60 x 12 —f)a 2 2 VE ANAUSIS & A"OR WANT" CHART ASTM E13W I NUMBER 0 3jt6"'0 TAPCONS 130 MPR-PARTIALLY REW0 IN, FRAME 4ENT 1 1 4" MINIMUM EMBEDMENT ENCLOSED BUILDING EAC1i M13S HEAD AT EACH, JAMBS A55 SIZE DP LOAQ R51STANGE 2 2 2 2 9 3/4 x 7 5/a —80 (SSB) 2 2- 2 2 9 94 x 19 5/a --80 (SS8) 2 2 2 2 9 4/4 R 31$/$ —:80 ,(SS8) 2 2 2 2 1'3/4.315A =80 (SSB) 2 2 2 2 9 3/4 x 43 5/8 —70 •5SB 2 .2 2 2 9 314 x 50. —70 ' SSB. 2 2 2 2 15314970 -80 (SSB) 2 2 2 2 15 3/i x 195A —80 (S'SB) 2 2 2 2 15 3/4 x 31 51S -50 (SSB) 2 2' 2 2 15 3/4 x 31 5/8 —50 Me) 2 2 2 2 15 3/4x 43 0 —50 (DSB) 2 2 2 2 15.34x505 —50 655 2 2 2 '2 113/4 x 7 5/9 -80 (SS6) 2 2 2 2 21 3/4 x 19 5/8 —70 (SSB) 2 2 2 2 21314 x 315/8 —50 (SS8) 2 2 2 2 21 3/4 x 37 5/8 —.50 (DSB) 2 2 2 2 213/4 x 43 5/8 —50 (3/16") 2 2 2 1 2 0 314 x 5D 5/8 -50 3 16" 2 2 2 2 V 3/4 x 7 51.8 —80 (836) 60 x 24 —86 2 2 2 2 2 2 v 3/4 x is 5/8 -55 (5S8) 60 x 36 —80 3` 3 2 3 3 2 27 3/4 % 31 5/8 —55 (DSB) 60 x 42 —6& 3 3 2 3 3 2 27314x375,4 —47 .(DSB) 60 x 48 —54- 3 3 2 2 2 2 27 3/4 x 43 51 — 55 (3/16") 60 x 55 —44 2 2 2 2 2 2 IV 3/4 x 50 5 -55 .316" 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 19 518 —49 (SSB) 72 x 36 —80 4 4 2 4 4 2 M 3/4 x$ 5/8 —50 (DS8) 72 x 42 —61 3 3 2 3 3 2 33 3/4 x 37 5/8 50 3/16" 72 x 48 —49 3 3 2 3 3 2 33 3%4 x 43 6/8 —50 �3/16" 72 x 55 —4.0 3 3 2 3 3 2 33 3/4 x 4 /8 -r50 3 16•, GENERAL N01M 1) .SHIM AS REQURM ADJACENT'TO .EACH 1115TALI,ATIO1i iNOM YAM LOAD SHIM MAY, 2) Y NO w MABLE MMA�7MAAUAALA�IINITA/W4�ALLW W3 3) CAULK B- I *116QN nAME AT HEAD AND JAMSSSILL MUST PE ATTACHEQ TD Tt$ SU1451RATL Vm WLMA 115 ADHESIVE CAULK CR APPROVED EQUAL 4) CAL0.K . PETQMEiEit_ 5llV. ARD►B+D. > of .wImDOW T•t1W6E . 5) PMGK:P ES -jlpM7 AK BASM,04 illk)JON CAPACITY CKY. DES04 PF"S17RES m �tAM lHI.M = MUV W-DE E D PER, AMU -ElX6 MASS CHART AND TiE SMAL"R VALUE MUST TE USED FCWCCW ; 6) WWQW WXM RE=TANCE'lMT;f%XK4RDAIt4T OF:15X OF OESIGPI. LAiW APPI£S. P0511I9E DMICH LIADS WILL BE LMUIED•TO MLO PSF ME TO MAZER LEST PRESSURE OF 6A PSP ACIIEVED IN TEST.. `T 'AE S{�STRATE"RSSMbWhI AYE 1 iN TA91.€E>• t4uT rq,• 1w41E' 1HJW 2#"'o,C. �lStAlLATIpM �OF 4i.ANRE fRAAE MNWCM W ODN�fE 48 MASQMtY tiPENMG 3 B' 0 7APLbH. AMCIiOR.S_OF::�iFlCETIT lET4LSIN TQ Pl:C41DE;MINIMUM 1-1/� � EMlIEDMENT 9UBST(tAiE. AT LACAT►OMS.SI.101M4 My CHART, fiUT THA1 24' bC. ,9) • fXACt;1MUr001M-9t2E• 15.:3 T U5'ED iM. MfC:4R)R .CH/UtX 115E AtifsHOR 0UAN7tTY UStED M(TH NEXT LARCFA-:SUE Caalpary�oPT�as, LA MCI M Ousb7 Rd. • Condbwo 111 75006at,0. Box $19014 Do-Im TX 75381 ASSEIGBLY DRAWING SERIES 148D/1580/1590 HORIZONTAL SLIER WINDOW DRN, Ca KO SCALE AR IP N/A REV: DATE DRWG NAMI 03/31/05 12/O8/O3 B �NSTAL.LATION 1 SHEET NO. w 1 0 SHEATHING BY OTHER= INSTALATION ANCHOR 1 PERIMETER -� CAULK BY OTHER FIN TIPE WINDOW FRAME HEADER EXTERIOR. PERIMETER CAULK- / BY OTHER INSTALATtON ANCHOR N. TYPE WINDOW I JAMB CAULK BETWEEN FIN & SHEATING 1' MIN EMBEDMENT FIN TYPE WINDOW FRAME SILL 1" MIN. EMBEDMENT SECTION 1 WINDOW WIDHT X 1 SECTION 2 I i I WINDOW HEIGHT SHIN IF RE" CAULK BETWEEN WINDOW FIN SHEATTNG 2 X, WPM BY 01KRS CAULK BE'TWEEN� WINDOWf File de; �ATH>hiG.. 1"MIN. EMBEDMENT SHEATHING BY OTHERS INSULATION ANCHOR PERIMETER CAULK BY OTHER W NDOW — WCH. O 0 0 O 24' O.C. MAX:(TYP). WINDOW HGT 0o LeMAX.(n? EQUALLY Z;PACE ANCHORS (TYP;) ELEVATION VIEWED FROM EXTERIOR 6" MAX.(TYP) ASW EI300 18' x 28 XX -- - - — - _ - 16,.t 12 I/4: —8¢ (SSB) 18- x 36 109 109 2 2 z. 2 2. 3 11.i 16 1/4 -80, (SSS). 18 x 48 83 83 2 2 3 2 2 3 16 z 211 f l -$0 4SS9) 18' x 52 -- -- - - - - - 16 X � 1/# -7.0 18• x'-60 63 63 2 2 3 2 2 3_ 11 t 21t 1/4 -60 {) 18' x 72 50 56 Z 2 3' 2 2 3- 11 t 34.1/4 -40 (SS9) 24 x 28 -, __ - - - -. - 21 r 11)4 =80 (SSB) 24 x 36 86 86 2 2 2 2 2 3 22 x it i/4 -80 (SSB) 24 x 48 73 73 2 7 3 2 2 4 22 x g;1 _70 0) 24 x 52 -- -- - - - - - - 22 t 21E 1%4 -•60 �SSB) 24 x 60 59 59 2 2 3 2 2 4 22 t 28;1/4 -50 (SSEI . 24 x 72 48 48 2 2 3 2 2 ?4 22 x 3411.4 -60 (SS8) 32 x 28 -- - - - - - 30 t 1'L 1/4 -60 (SSB) 32 x 36 57 57 2 2 2 2 2 2 30 t K t/4 -60 '(SS6) 32 x 48 52 52 2 2 3 2 2 3 30 t 221/4 =50 (SSR)) 32 x 52 -- - - - - - - - 30 x 91/4 -65: (DSB) 32 x 60 46 46 2 2 3 2 2 4 30 x 231/4 -65 (OSS)' 32 x 72 40 40 2 2 3 2 2: i 36 x41/4 -56 (0S8) 36 x 28 - - - - - - - - 34-x 12 1/4 -60. (SSS) 36 x 36 52 52 2 2 2 2 2- 2 34 x18 i/f -60 (SSB)� 36 x 48 49 49 2 2 3 2 2 3 34 x 2V/4 -50 SSB)!! 36 x 52 34 r'2*:1/4 -65 �DS8)I 36 x 60 43 43 2 2 3 2 2 4 34 x 211�1/4 -65 (DSO 36 x 72 40 40 2 2 3 2 2 4 34 t 3s 1/4 -50 (DSB) 44 x 28 -- -- -- - - - - - 41 x 12 1/4 -60 (SSB) 44 x 36 41 41 3 3 2 2 2 2 421 S 1/4 -60 (SSB) 44 x 48 40 40 3 2 3 3 3 3 4112?1/4 -50 SSB) 44 x 52 -- -- - - - - - - 42124114 -65 (DSB) 44 x 60 40 40 3 3 3 3 3 4 42 r 281/4 —65 (DSB) 44 x 72 40 40 3. _ 3 3 _ 3 3 5 42 t 3t 1/4 —50 (DSB)I 48 x 28 -- -- - - - - - 46 r a.. 1/4 -80 (�) 48 x 36 40 40 3 3 2 3 3 2 46 t� 114 -50 (DSB) 48 x 48 40 40 3 3 3 3 3 3 4i t 2E 1/4 -70 (3/16 48 x 52 __ -- - - 46 r 91/4 -70 48 x 60 46 40 3 3 3 3 3 4 0 r 2E 1/4 -60 {3/1 48 x 72 4 3 3 3 3 3 5 46 t 91 -60 : 3 16' 53 x 72 40 40 3 3 4 4 4 7 51 z 3t 114 G1IERAL MOTES: 1) SHIM IF REC UtRED FOR LEVEUNG. 2j WINDOW FRAME MATERIAL AU_0Y 6063 3) CAU(X BEHIND WINDOW FIN AT HEAD, ,SILL do JAMBS. 4) CAULK FOR PERIMETER SEAL AROUWD EXTERIOR OF YANQOW FLAN_ GE. 5) GLAZ THICKNESS MAY VARY PER THE RECIPIRWFNTS 01 ASTM' E1300: GLASS CHART, SINGLE GLAZING IS SHOWN: INSULATING GLASS IS ftiS6 WALIO$i-O 6) WHERE WATER RESISTA14M ZEST REOUREMENT OF 157 OF DESGN LOAD APPLIES, POSITIVE DESIGN,LOADS IMLL OE LIMITED TO 40:0 PSF DUE TD: WAIM TEST PRESSURE OF &0 PSF ACHIEVED It ZEST. 7) INSTALLATHON: FINFRAME WINDOW IN WQD0:FRAME:;OPETING- WILT TWO BY WOOD STUDS US* .096 iNCH. 1NA: NAILS OR-:.S SCREW OF SUKFICIENT LENGTN TO PAOV10E AWN.I- EMBEDMENT` INTO SUBSiRAT� 8) IF EXACT WINDOW SIZE 4S NOT LISTED IN ANCHOR CHART . Use ANCHOR. QUANTITY USZED ems. LIP 100t V. Ctoslay itld. • Ca1oUFoq TX ]5006 • tirii; AoI18t�2 - Doloa,'1,X '75381 I ASSEMBLY DRAWING SERIES 1100/1900/1970 SINGE RUNG WINMIW AR IP I N/A TEIIFErZ DATE p1E NUFAl3ER 12/11 /03 B INSTZTNlu0W 11 DO SHEET NO. W2 2 X WOOD r BY OTHERS CAULK BETWEEN FIN TYPE PLY PIN ,fit VAND ME iN FRA/ I SHEATHING JW SHEATHINING CAULK BETWEEN FIN SH ATHSHEATING t'MIN• —� EMBEbMENT 1" MIN, INSTALATION EMBEDMENT ANCHOR SHEATHING BY OTHERS PERIMETER WINDOW WIDHT -• �4 INSTALATION CAULK BY OTHER ANCHOR EXTERIOR PERIMETER CAULK. FIN T1PE BY OTHER 1AANDOW FRAME HEADER WINDOW. WDH. 0 WINDOW � EXTERIOR HEIGHT AVEqNTIME WSILL 24" 0 C. MAX.(TYP). / 02 IPERIMETER BY OTHER INSTALATION ANCHOR SHEA BY ( 1" `MIN. EMBEDMENT SECTION 1 EQUALLY SPACE ANCHORS (TYP.) SHIM IF REVO CAULK BETWEEN 1MN13©W FJN & 1 SHEATIN:G: / fl o o. 6" MAX.(TYP) L6-MAXI.(WP). ELEVATION VIEWED FROM EXTERIOR DMPA RATIVE ,MsIALYSIS & TAPCON ANCHOR -CHART ASN EAU WINDOW DESIGN PRES9M 10. OF f 4 N' NIAw OF .0WDIANfiL ua E. INCHES) CHES CAPACITY IN PSF REQ'IL iN Wit REQ'b: IN W Q`ASS pyp trl SS�6IMCE . GH EXTERIOR SILL G A ME 18 x 28 xx - - .:, - - - - ICY 12 1/4 -60 (SSG} 18 x So 109 109 2 2 2 2 2 3 & x 16 1/4 -60 , 00 18 z 4B 83 83 2 2 3 2 2 3 18 x'22 d/4 -$0 3SB) 16 x 52 -- _- - - - - - - 16*24.1/4 -70 S'S8) 18 9 80- 63 63. 2 2 3 2' 2 3 tb > '� -1/4 -60 (6'S, 8) 18 x 72' SQ 50. 2 2-. 3 2 2 3 18 x 34 1/4 -49 (SSB) 24 x 28 22 x 12 ,1A -80 ($SB) 34 x 36 86 86: 2 21 2 2 2 3 .22 x 161/4 -SO. (SS8) 24- x 48 73 73 2 z 3 2 2 4 22 x 2t 1/4 -70 {SSBj 24 x 52 22 x 24 i/4 -60 (SSB 44, x 60 59 59 2 T 3 2 7 4 22 x 28 i/4 -00 (558) 24.. x 72 48- 48. 2 2 3 Z 2 4 i1 x 3F t j4 -ago (SSB) 32 x 28: -- -- - - - - - - 36112 1/4 -60 (SSS) 32,%,361 57' 57 2 2 2 2 2 2 X x 16 1/4 -60 (SSB) 32 x 48 52 52, 2. 2 3 2 2 3 k it 2T i/4 -50 SSB) 32 x 52 -- - - - - - - i 124-1/4 -55 (D56) 32 x 60 46 46 2 2 3 2 2 4 X x 28 1/4 -65 (DSB) 32 x 72 40 1 40 2 2 3 2 1 2 4 30 x 34,1 4 1 -50: (DSB) 36 x 28 - - - - - - - - 34 x 12 1/4 -60 (SSB) 36 x 38. ',48. 52 52 2 2 2 2 2 2 34 x i6 1/4, -60 (SS8), 36 -x 49 49 2 2 3 2 2 3 34 x 221/4 -50 (SSB)_ 36 x 52 -- -- - - Xx 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. 46 440 2 2 3 2 2 4 34 13i 1/4 -50 (OSB) 44 x 28, -- -- - - - - - - 42 02 1/4 -60 (SSB) 44 x 36, 41 41 3 3 2 2 2 2 42116 I/4 -60 (S58)' 44 x 48 40 40 3 2 3 3 3 3 42 x 221/4 -50 SSB (DSB). 44 x 52 -- -- - - - - - - 42 x 24 1/4 -65 44 x 60' 40. 40 3 3 3 3 3 4 42 i 28 1/4 -65 (DSB) 44 x. 72- 40 40 3 3 3 3' 3 5 142 x 34-1/4 -50 (DSB 48-,x 28. -- -- - - - - - - 46.021/4 -80 (DSB) 48 x 36, 40 40 3 3 2 3 3 2 46116 I/4 -50 (DSB) 48 x 48 40 40 3 3 3 3 3 3 46 r 22,1/4 -70 (3/18" 48 x .52 -- -- - - - - - - * 1.24 1/4 -70 (3/16" 48 x 60 40 40 3 3. 3 3 3 4 4612it 1 ji -60 (3/18 48 x 72- Q0 40 3 3 3 3 3 5 46 x 3E 1/4 -60 3 16" 53 x .72 40 40 3 3 4 4 4 7 61 x 34 I%4 -60(3/1 GENERAL N07ES 1 1) SHIM IF REO'D'FOR LEVELING. 2 *DOW FRAME MATERIAL ALLOY 6063 3 CAULK MIND WINDOW FIN AT HEAD .SILL .& JAMBS 4) CAULK, FOR PERIMETER SEAL 11i30UND EXTERIOR.:OF WINDOW FLANGE. 5) GLASS TNK3(NESSMAY VARY.PER THE, REOUIREMENTS Or AMU E1300 GLASS CHART, SINGLE GLAZING d SH. M. INSULA'ANG GLASS IS ALSO QUALIFIED 6) rM4FRE.WAIM RESISTAMM TEST:RECIU ME14T OF 1S% OF QESiCN WAD APPLIES. POSMVE DES'" LOADS PALL BE U MTED' 10- 46CI PSF DOE TO WATER TEST PRESSURE OF &0 PSF ACHE .7) INTW1 ` 0W- F'IN FRAME MANI MI IN WOAD FRAME OPENING WHIT TWO BY W000' STUDS uLK*0 . 9 DIAL NAZIS OR ,' SCREW OF SUITICENT LENGTH To PRo Am u1M.i" El N7 AIN INTO lE 8) F E'KACT,WtMDCAh!'SUE.IS NOT LISTED IN ANCHOR CHART . USE ANCHOR QUANTITY W51ED " NEXT"LARGER. SIZE. YLA JOB` 0j-222 YOOSE LAVY; P.E CONWLTNG ENGINEE1t 956o FOREST 1.94E� SUTE f 108 Iml W. cmd7 PA • cwori^ 11 7w • P.O. 80 819022 • Dolm T% ml, ONAAS. TEXAS =43 T: (214)340-0019 F;(214)340-0067 I ASSEMBLY DRAWING SERIES 1100/1900/1970 FE & HE SINGLE HUNG WINDOW AR IP N/A nVKR DATE OIE NGMBER 5/ 25/04 B 14STALAT1014 1100 SHEET NO. W3 WOOD 9Y O � - _ rc *"No tots x911 R4E0rAtE aY (1THM 1934SH `SASTILE JAg9` m" EMBVWf;NTMIN. EMBEDMENT (SEE CHART) (SEE CHART) PER Sd1EDOLE - PER SCHEDULE 2934 160E INmKq. MIAwQR - Exte1li : 7918 JAMB. z C,►` t CAULK SECTION 2 sCU0I1 D n� 2 x wood PASTE-4 BY OTHM PER SOHEDUCE WINDOW WDH. CAULK-MMV1 FIN O O O C) O 1930 MEAD --4 PE76ME1ER CA1A.k 1907 i1XED RAIL BY Olt" 2 �2959 LOCK RAIL III► 12" O.C. Yotrtical I MAX.(TYP).. L!(AJ 1° SAc$OII WNtivb�pW EQUALLY SPACE HGT. ANCHORS (TYP.) 2906 60Tft RAL s' MAX.(TYP) lector � 6-MAX(TYP). ELEVATION SECTION 1 VIEWED FROM EXTERIOR nWe W , t wltlalt ow om NOo WAL la w itL a m aw , ASTM ET= _ N(ID01Y 11tA�7t'OF.j6 9C11EM9 - fAM9iE8 OI Atl -.wAkS 13G UM PART)ALLY. 1aa REoixRlu 1w t11A1 REGutRiP M 111AM8 OEM PGA EYWAOST 1' w1wiA1Y'-DA DUE111 1-r timm Ewe war ENI-OSED BULL m Ma01►1f AT F� T EAEtI OP. LOAD tE�HT I1EAD _ _2 SILL was HEAD SILL J�daB „ CLASS SQE RESISTANCE 36 x 36- -80 2 2... 6 6 4 Wile 1/4. -60 (S58) m_X 44 -10 3 3 -.2. 7 7 5 1t w 19`t/L -�60 (Sw) 3d X 46 -DO 3 3 2 7 7 a 16 ,x 22 1/A -90 QM? >6 x 52 -So 3 s 2 a a 5 ie x 24 t/.4 -70 '(55B) 31$ X 40' -1s11 3 all 2 e e 6 tax 2$ 1/4 -to (3%) 36 X 72 -70 3 3 3- to TO 8 1s x 34 1/4- -50 - 46 X 36 nelo 3 3 2 >! S 4 22 w 1t 1/4 46 X 44 -to 3 3 2 9 9 5 32, w 1a 1/4 -86 (to) 46 X 48 -80. 4 4: 2 10 t0 6 222 x 22 1/4 -40 (S98) 48 X 52 -60 4 4- 3 111 10 7 22 9 24- 1/4 -70 (Z8,) 46 X 60 -is. 4 4 3 17 11 6 22 2 28 1/4 -60 (SSS) 46 X 72 1 -41. 4 4 . 3 10 t0. a 22 K 34 1 4 -50 56 X 38 -90 3 3 2 9. 9 4 26 x 16 t/4 -w 558) 46 X 44, -a0 4 4 2 11 111 - 6 26 x 19 t/4 -70. (5w) 56 X 4d _w4 4 3. 12 12 7 25 x 22 1/4' -70 (M) 56 X 52'- -80: 4 4 3 12 t2 7 2 x 24 1/# -60 (SSB) 56 X 60. -6t1- 4 4 3 12: 12 - a 28 x 28 1/4 -50 (SS'9) 36 x 7Q -54 4 4 3 11 11 a 26 x 34 114. -30 Coto) 60 X 36 ` -10 4 4 2 t0 10- 5 28 x 16' t 4 -00 - SSa 60 X 44 -a11 4 4 2" 12 12 6 28 x 19 1/4 -60 (SSB) 60 X 46 -w S 5 3 13 13, 7 28 x 22 1/4 -50 (SS8) 60 X 52 -79 5 5 3 13 13, 8 24 • 24. 1/4 -50 (SS8) 60 X 60 -65• 4 4 3 12 12 9 28'x 28 1/4 -50 (OSS) 60 X 72 -52 _ 4 4 3- 11 it a 28 x 34 t/4 -50 (036) 66 X 36 -80- 4 4 2 12 12 5 31':. 16-1/4 -60 ) 86 X 44 -T7 5 5 2 13 13 6 31,x 19 1/4 -60 (SSS) 06 X 46 -74 5 6 3 t3 I 13- 7 31 it 22 1/4 -50 "(SW) 0 x 52 -72 5 5 3 14 14 7 31 x 24 1/4. -50 (SS8) -86 X 60 -91 S 5 3 13, IS 8 31 x 28 1/4 -50 (D" 86 X 72 -49 4 4 3 12 /2. 6 31 x 34 1 4 -50 (1156) T2 X 36 -77 4 4 2 13 r3 5 34 x 16 1/1 -70 (DSB) 72 X 44 -ea. 5 S 2 13 13_ - 6 34 919 1/4 -60 (05B) 72 X 48 -65 5 5- 2 13 )3. 6 34 x-22.1/4 -60 (m) 72, X 52 -63 5 5 3 13 1S "7 34 x 24 1/4 -60 (ow) 72 X 66' =58- 5 51 3 14 14 a 34 x 28 1(4 -50 (OW) 72 X 72 -45-. 4 4 3 12 12 6 34 w 34 t -48 (Ds9 '(DIM) as X 36 -59 4 4 2 13 13 4 4T x t6 I! 4 -50 -aa X 44 -52. 4 4 2 13 t3- 5 42 x 19r 1/4 -47 0-) 88 X 48 -49 4 4 2 13 13 5 42 x 22 1/4 -.46 (00) 86X 52 -47 5 5 2 13. 13 5 42 x 24 1/4 -70 as X w -43 5 5 2 13 13 6 42 x 28 1/4 -70 so X 72 -40 5 5 3" 14 14 8 42 x 34 1 4 (3 61 GENERAL NOTES: � 1) SHIM AS REWRED ADJACENT TO EACH INSTALLATION ANCHOR MTN LOAD SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/+'. 2) WINDOW FRAME MA7ERIAL ALLOY 6063: 3) USE CAtA.K BEHIND. V4NDOW FIN. AT FHEAO. SILL. & JAMBS. 4). USE CAULK FOR P'METER SEAL AROUND MEMO OF WINDOW FLANGE. 5) 'DES04 R )RES: SHOWN ARE BASED ON MUUM CAPACITY ONLY. DESIGN PRESSURES FOR CLASS TWCKNESS i+IUSf BE DETERMINED PER ASTM `E13W GLM CHART AND THE SMALLER' VALUE MUST BE USED FOR DESIGN. 6)' WHFRE WATER RESISTANCE TEST REQUIREMENT OF 15%,.OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACIFNEVED IN TEST. 7) Pl$TALLi4TIONe FIN FRAME WINDOW IN .SPRUCE PsJE Flit (SPF) WOW FRAME OPENING WITH TWO BY ROOD STUDS, USING 0.113.P NAILS OR #8 SCREW OF SUFFICIENT LENGTH TO PROVIDE M14MUM EMBEDMENT NTO =SUBSTRATE AS SHOWN ,ABOVE IN TABLES. 8) 1F EXACT WINDOW; SIZE IS NOT LISTED 0 ANCHOR' CHART: USE ANCHOR QUANTITY: LISTED WITH NEXT LARGER SZE. SHEET NO. W4 ONE BY wow HULK BY 1Hbi CAULK BETWEEN WINDO7Y FLANGE &, wow BUCK. E I PMIME CAULK EXTERIOR WAVOW SILL PERIMETER BY ..0THER PRE. CASTSILL��-�� BY OTHERS SECTION 1 AS`.RE(3WD' NOTES).. SUCK W14TN INSTALLATION ANCHOR FLANGE, TYPE WINDOW FRAME CAULK BETWEENJAIL WOOD BUm & MASONRY OPENING BY OTHERS 1 1/44 MIN, ENBEOMENT PERIMETER + BY OTHERS WINDOW WIDTH - EXTERiOR BUCK HEIGHT Q CAULK BETWEEN WINDOW FLANGE & PRE CAST=SiIL WITH` VULNEM 116.ADHESiVE BAULK' OR APPROVED EQUAL WINDOW HGT. BIER& NC)TES . 1) S141M,AS REQ'd7 AT EAJdH INSTALLATION AN016R WITH LOAD. BEARING SHIM; MAX_ ALLO* BLE SHIM STACK 2) WINDOW' F�i2ANIE MATERIAI» ALUMINUM ALLOY 6063 3) CAULK BEHIND WINDOVW FLANGE AT HEAD ANO JAMBSSILL MUST BE ATTACHED. TO THE S(JBSTRATE YVITH WlKEM 116 ADNEVE CAULK OR APPROVED EQUAL 4) APPLICATtI OF VULKIM ttfl ADHESIVE CAULK AT FRAME SILL MUST C6MPLY VhTH SEALANT MANUFAGMtER'S RECOMMENDATIC>Fl 5) CAULK FOIE PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. ONE'. BY.WOm BUCK'BY OTHER 11�4Mii SHIM AS REQ'D. rr,_,�-,(SEE NOTES) INSTALLATION ANCHOR CAULK. :BETWEEN WODO. BUC4C tY MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW' FLANGE . WOOD BUCK SECTION 2 WINDOW WwUH. A C ELEVATION VIEWED FROM EXTERIOR COWPARA`HVE ANALYSIS & TAPCON ANCHOR LOCAWN CHART ASTW E1300: CALL. SiZE WN+lDOW SIZE (IROjES) DESIGN PRESSURE CAPACITY iN PSF TAPCON ANOW ,LOCATION LOCATIONS IX � RMUY QASS SKI DP IF95OAD HEM I 12 13 74. 1444 14+5 15 �8 17 19 t/a x 26 19 1 )8 x 38,3/8 19 tits x 50 5%6 1p 1/8 31 54 SA-150 to 1/6.;x 55 8./a 19 1 /$ x 83 151 }/$ A 7Z' 4 1 8,x .8M -2W -143 784 -147 _132 -118 -104 A.0 A.0 Ac AX A.0 AC A.0 A.0 17AX FG,NJ E.C,F4J FCHJ Komi O E,F,6JIJ D E,F t:Jtii %;F,f.C,li,l 16 IA x III* K t4 a M L5A6 s61%6r.Z11/ti 1i t%i1zI t/M K ix, 25:9/K K lfati s 2l 1/4 I6:1/t r333%4 16IA t 39 4 -4so (sw -80 a) 40� 70' =70�. (W*).. . -56 -55 D5H -50- {p50 1142 28 1/2 x 26 -t3B A,C $rG,N.i 231/ ot3A -80 (s*) 1H3 26 i72 x 38 3/8 -109 Ax F C Hj 23 0 a fi t3/tt -80 (SS8) 1N4 25 1/2 :x 50 -101 A,C. F,C,HJ 231j241/Ii -80 j558 , IR4+4 .5/8 28 1/2 x 54 5/8' -100 A,C FGJ71 t31/Li 261/16 -70: {SSB� 1 10+5 26 1/2 x 55 5/8 -100 AIX F.O,HJ 23t/t425'9/K -70 (SSB) 1 1115 25 111 .x 63 -91 A.0 FC,N.1 211/2a�11/4 -55- (558) 1Ha 26 1/2 x 72 -79. A.0 FG,HA 23Ill. W $A -55 Fi7 1 26 1/2 a 84 86 A.0 F.0 H t 211/t s K $01 -50' 090) 30x2 901/2 x,20 -113 A,C F.C,Hi 51/1xIII 3A -ao (S58) 304 30 If2 x .39 3/8 -as A,C F.G,NJ 211/2 r X" -55 (SS6) 30x4 30 1/2' x 50 5/9 -78 A.0 F.GIku V I/t a 011.4 -SO SS0) 30x4+4. 30 1/2- . G4 5/8 -77 A,C F:CAHJ 27'I a t 6 �.. r7 -49 SSBj I 30x45 30 1/2' x 55 6/8 -76 A.0 F.G.H.1 771/2 a 20 V% -42 (S$B) 30%S 30 1/2 x 63 -76 A.0 F,G,1L1 V 1/2 2 21 I/4 -50', (M) j 3036 36 1:/2 a 72, -71 A.0 F.GJU 271/2 r33 3A -5o (DSB) 30i7 x -50 A,C F.G.Ri 211/2'a 313/4 -49g (DS8) 22 37 X 26 -89 A.0 F.G,MJ 34 r !o 3/4 -at) ($SS)' 23 37 x 38 3/8 -67 AC F."J 34 i i61UM -S5 (S58) 24 37 X 90 -5/1 -57 A,C F,G,HJ 34 t 23 V.m -50 � 2444 37 X 54:5/a -55 A.0 F.G.14,1 34 a 251/16 -49 24t5 37 X 65§/8 -55 A,C F.G,HJ 31 s 25 9/R -49: ($SS) 25 37 X 63 -53 A.0 F.GAI 34 i 21 i/4 -50, osg) ((D50) 26 37 % 12 -52 A.0 F G ,H:I 34 t 33 3/4 -59 21 37 X 84 -52 A.0 F.C.Im 3t r 39 3/4 . -49 (D58) _ 4226 42 X-26 -49 A,C F.G,MJ 31 t 103/4 -80 (S58) 4238 42 X 38-.3/8 -40 A,C FC.H3 !i a Ais/16 -55 (S50) 1 4250 42 X 50 5/8 -40 A.0 FG.NJ 31 r 23 t/x -50 424+4 42 X 54.5/8 -40 A,C F W A t 251/i6. -449 424+5 42 X 55. 5/5 -40 AX FC.HJ 31 a M !/1� -44 (SSS) 4263 42 X 83 -40 A.0 FC,H2 39 s 79 V. -50 DSB) 4272 I j 42 X 72 -40 A.0 F,G,M1 39 a 333/4 -50- �OSB) 4284 I 42 X 84 -40 A.0 F,G.HJ 39139 3A --49 M) -4816 4a X 28 -49 AC FAIIJ A a 10 3/4 -0 (5$0) 4838 48 x J% 3/8 -40 AC FC H1 45 a %IstA -50_ (OSB) 4850 48 X 50 .5/6 -40 AC F C,N.1 t5 a 23 its -SU (Vir) 4"+4 J8 X: 54-.5/>4 -40 A.0 FG:HJ 45 a 75" -56 (1/16- ) 484+5 48 X 55 :5/8 -49 AC F.AHJ 45 t 251J16. -50 (3pa') 4863 da. X' 63 A C FGJi:1 46: 23 0 -4S 3/167 487 - 48� 72 -40 A.0 F.C,H.1. 45 a 33 3A -45 32 53. 1/8 x 215 -40 AX F.GJU a tp x 10 314. . -65 ($50) 33 53 1/4.71 38. 5(41 -40 A.0 F.GH1 x 1A71a N Iva -50. (DSO). 34 53 1/8. x 50 5/S -40- A,C - F.G,HJ 50 t/1 r 231/16 34" 53 1/S::x 54 5/$ -40 A;C - F,GHJ S-1/d .250 -50. 34+5 53 1/8'1t 55 5/8 -49 A.0 F.C411,1 ;9-IAa8 -50 (3/1r) 36 53 1/8 X 63 -40. A.0 F.GXI 381%6 t 291/4 -4S (3- 38 SJ 1 X 72 -40 A-.0 F,G,H.1 S lA i 33 -45 {3A6. NOT& 1) THE Aao%E AWE pagwVE A►i1 WADW STRUCTURAL DESIGN TOADS FROM C044PARAIK 2402' m 3 NAVE NOT 81044APPEO 0Y RESIX:TS OF WATEIL POWOR14AHCE 7ESt926, WHERE THE WATt,R.t iStANfE TEST REQU/1DAW OF 15X CF J WY 1i�E OE§W 10AW WtL 0E I"= TD 40o P5F WE To wAIM TEST PRESSURE OF 6.0 1 2) 96TAlJAl1016. fLANOE:£RANE }NgOw M C91143iE1E OR MASCI6RY OVENR4G i)$ 3/16' DIA: T' AN$11oR.(1F SU6'FIGIEN7 ti14G7H TO PROVE WN.1-1/4 E6t8E0A1Q2T 9:TD SUBSTRI�TE A7' l TidiS 9kf1W �t1N 'CHART; 3) 5!i ELEVA7)0115 fpR t0A' T6 721POON FOCA710N5: 4) "1F EXACT Wp400w'9QE 15 1�T USTEO.N ANd40R :ik1ART. 1tSE ADN5i0R`OUAHi1T1 iJST� 0114 NEXT LARGER:5F[E.XM'7HE AP1RQM#7EAE91GN'PRESSURE RE0T7: tan w. r�nb7 u-cm4leoa, tti A.006•ra eon d90i2-abn. ni Aiu ASSEMBLY DRAWING SERIES 1450/1550/t570 VNGLE HUNG WM M uao uuc AR IP N/A SALTER DATE D� NUMHEF 12/08/03 B 1NSTALAAON 14 SHEET NO. W5 ONE BY WOOD . BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE & WOOD BUCK PERIMETER CAULK BY OTHER77yypp��- Xpi0O0 ALE - EXTERIOR FLANGE WiNDOWW SILL PERIMETER BY OTHER PRE .CAST SILL 1/ BY OTHERS SHIM IF RE9'D INSTALLATION ANCHOR. CAULK.BE7WEEN r WOOD BUCK & MASOWY .OPERNG BY OTHERS 4 1 1/4" MII SHiM IF REQ'D. BUCK HEIGHT ONE BY WOOS BUCK 9Y OTHER 13LJ.Ck 14iDT►i-'- i 1147. MIN. FLANGE PIPE FaA WENT WMOOW FRAME.. SHIN IF REQ'0. JAMB PERIMETER CAULK__,,- BY OTHERS WINDOW WID7H EXTERIOR` CAULK 2 BETWEEN WOOD BUCK J WINDOW HG T. F WINflOW wDHH. INSTALLATION ANCHOR Q_ CAULK BETWEEN WOOD BUCK & MASONRY OKNING BY OTHERS c� 1 G ' SECTI ON 1 `I R°'�a) ' E°�AL -I j- GENERAL .NOTES• i) SHiM 1F RE0'D. FOR LEVELING. 2) WINDOW FRAME MAIERiAL ALLOY 6063 ND . ELEVATION 3) CAULK BEHIWINDOW FLANGE AT HEWL] AD AJAMBS. 4) CAULK FOR PERIMETER SEAL. AROUND EXTERIOR OF NANOOW FLANGE MEWED FROM EXTER10k 5) DESK,7i PRESSURES SHOWN ARE BASED ON iI woN CAPACITY ONLY PRESS mn FGR GLASS TIpmm MUST BE DETERMINED PER ASTM-130Q GLASS CHART AND THE SMALLER VALUE MUST 8E.USED FOR DESIGN. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES DESM LOAD WILL BE LIMITED TO 40.00 PS-F. DUE TO WATER TEST PRESSURE OF 60.0 PSF_ ACHIEVED ON TEST 6) INSTALLATION: FLANGE FRAME WINDOW iN CONCRETE OR MASIf MY OPENING USiNG`3/16' TAFMN ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MINIMUM 1 ile EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHARL USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SZE. CAULK BEr EEN WINDOW FLJINGE & PRE .CAST SILL IM71H VULKETII 1% AOIHESI CAULK OR UVMYAISA-.IIVt ANALT31:: CALL ViANDOW 'SIZE SIZE '(INCHES) Y ANCHOR LOCATION CHART ASTM E1300 ESM, TAROM ARM LOCATION TIO� "'PARWY , iN PSF LOCANS re t0A1L. GLASS Sl2E MtAh VwHrAimy, now 12 i9 1/8 x 28 -WIf AC FC HS If IA r iQ 7/+, -80' (S`SB) i3 19 1/4 x 38 3/$ -143= A.0 F.tJtl K iA a.16 4ru -w (S98) 14 19 tf8 x 50 S(a _44 19IA�x1,23V4 -60 1 14+4 i& IA x 54 s/a _t66 Ac F6.I1d t1 )s425i/li -7b SSB 14N5 i9 1/8 x• SS S/$ = 147 Ike F,G,H,F N i/A t 2'S' SAG -70. (8W) 15 19 1/a x a1 132 &C D&I. G.H.I N 1/A x 24 J/4 -55 {SSBj 16 t9 TA,-w72 -118 AC DJe.E"i ISIA1,333A -55 rp�58) 17 14 t 8 x' $4' .-104 A C . D,E F.C. l W to 139 3/4. -50 (DSB) 1142 26 1/2.11 26 =138. A,C F_,G,HJ 231/2 i % 3/4' -90 ($S(3) i H3 26 1/2 .x 38 3/8. -169 AC, F.G.H.1 t3 f/2 is ISJ16 --so (SSB) 1144 26 1/2 ,s 50 5/5 -10I A.0 F.C.HJ 231/2 x 2t1,49 -80 (S$6). -1144F4 26 1/2 x 54 5/8_ -100 Ae - FGAJ 231/2x 2511, -70 ('SSB) 1144+5 26 1/2 x W 5/it-100 A C t;G,Hd 0 ItI z 25 V14 -70 (S58) r 1N5 261/2 x 63 _% AC FG.HJ 21 As 01/4 _55 {fig) 1346 2111/2 x 72 -79' AC F.G,HJ 231/1 x 33.314 -55 (DSB) 1147 281 2. x..- - --66. A.0 F.O.FIJ, 217/2x.,3ASA -50 (Im) 304 30 1/2 x M. -113 At F.G,HJ 4 VZ A 103(4 -80 (SSB) 30x3 30 1/2- x 38 3/8 _w Ax FG.HJ 27 iA N S P+/lA -55 (SSB) I 30*4 30 1/2 x 50 5/8- -78 A.C: F.G.N,I, 271/2x 231/% -50 SS8 30w"4 i 301/2, x 54'5/8 -77 &C FG.HJ glt/2x1S.1)16 -t9 �55G) I "x4+s 30 1/2- . 55 6A -7G. AC : GJ1J a 1/2 x 73 9fA -49 ($$a) j 3ma 30 1/2 x 63 -70 AG FG,HJ 27 lAx a 1A -50 (DSB) 3" 30 1/2 x 72 ( -7.1 A.0 F.C.N.1 271A x 33 3A -50 (DSS) i 7 30 1 x 84 -59 AC F.G 9 270 M 31311 -49 D58) 22 37 X 26 -89 A C FC.HJ 34110 314 -80 (S86) j 23 ( 37 X 38 3/6 -67 AC F.GJ1J 34 1315M -55 (SSB) :24 37 X'S0.5/8. -57 A,G FGJ1J 341251/K -50 (SSB) 2++4 i 37 X 34 5/8 -^55- AC i:GHJ: N s 251/15 -49 214+5 37 X 55 5/3 -55 AC FG HJ 34.2 259/'+i -49 (S$g) � 25 37 X 63 -53 A C Irl"i 34 0291/4 -50,(DSB) ` 26 37 X 72 -52 A.0 F C.H.! 34133 3/4 -50 (DSB) I 27 37 X - 84 -52- AC.. -F.G,HJ 34 s m 3A -49 (DSB) 1 4226 42 X 26 -40 A.0 F.C,H.1 3/ ■ 10 3/4 -80 (S5B) I 4.238 42 X 38 3/5 -40 AC F.C.Ni 311635AS -55 (SSB) i 4250 42 X 5M,5/8 --40. AC F,Gm.1 34 t 23 1/5 -50 ((SSB) 4244.4 42 X 54 5/8 -40 AC FG.HJ 31 s 251/M 42*+5 42 x 55 0/8 --10 AC FC.)o 31125,2 -49 (S58) 4263 42 X '43 --t0: AC FG.HJ 31 s 291 -50 (068) i +272 42 X 72 -40 AC F G.43 39 1313/4 -50 (DSB) 4284 42 X 84 -40 A.C. F.C.H.1 31 x 393/4 -49 D¢B) 4426 48 X 28 -45 AX FGJ4J 4S1t0314 -65 (SO) 44A36 (.. 48 X 39 3/6 -40 AC FC.H.I s 11atS/1A -50. (Dw) 4860 1 48 X SO 5/8 -40 1kC FG,HJ 45123//6 -50 (3/16-) 484+4 1 48 X 54;:5/8 -40 A.0 F."i 451251/6 -50 (3/i6') 484+5 48 I(. 55, 5/8 _4g A.C: F."o 45125vti -30 (3/16") 4863 48 X 83 -,jp A.0 FG.H7 43 i 291/4 -45, (3/167 4872 ,X-.... AC 'F.C.H.1 45s353/4 .-45 3/16•) 32 53 1/8 x:25 A,C : F.GAJ 50 tJAx 10 314 --65 (S56) 33 53 1/8' x 38 $/6 --44 AC F,G,H.1 501A s M i5/fA -50 (DS8) 34 .53 1/6 x 50 3/8 -40 AC F61HJ 51 IA'sz it# -50. (3/16 Zlel 53 1^ 54 *18 -4034" 40 At.F,, ,") 601A 4 2S 1/16 -50 3"5 53 1,/8 X 55 5/8 - 49 AC i'Aty s01/64 E #A -50. (3AO) 35 53 1 j8 X 63= 40. AC FG,H.1 511A4; 211/4 -45 (3/167 It _ 53 9 X 72 ..... _ 4Q- AG.... F.G;HJ 501 t.33 3/4 1 -45 3 8'W ; 1 ry � Ipt K CM4 M • to a.4 Tx i9006 •►A I.. Gum .04NA Tx 751131 ASSEMBLY DRAWING SAGS tA50/1550/tS70_ FE & HE SINGLE HUNG VINDOW C 4wo ScAu AR IF, N/A xwj DAZE _ DIE NUMBER 05/25/04 tj INSTALATION 1451 SHEET NO. W5 ' IS WOOD 9tkk ANCHOR flCONCRIM R MASONRY 3/ta' DNL. TAPCON 6` FROM OPOONBY OT1ER5 k t3-t/2* b.0 WIX 81` 07H 2 BY',G DR 2 X B WOOD BUCK By 01ttERS (SEE NOTE 16) Smu AS REWD 4 (SEC NOTES) � 4 , Q - INST ANCHOR -CAULK C ! MASONRY OPENING BY OTHERS . "I ]. ': Al ] • MIN. BY 01HERS PEFACCA Bair ~ OTHERS DDOOOORR FRAME w OLTf.:80R CLADNC — (SEE NOTES) CONCRETE I MASONRY C BY OTTERS i 1 r 4 v 4 LIBERALLY APPLY C:AULKINC v UNDER SILL OR SET SILL IN SHIM As Rmv {SEE NOTES) DOOR FRAME ---� JAMS rl i AWro (SEE NOTES) PERLMETER CAULK By OTHERS STUCCO — BY 07HERS DOOR "DIN - t-tT CONCRETE OR MASONRY or OTHMS p N: M BY WOOD BUCK ANCHOR 31W CIA. TAFCON 4* FROM ENDS & 13-1/r at MAX. BY OTHERS p INSTALLA7MON D ANa4OR is SCREW CAULK BETWEEN *000 BUCK & BY OTHERS OPENING -1/4- MAX SHIM SPACE :jEC.TION 8-5 2BY6Olt 2 X a WOOL} BUCK BY OTHERS (SEE NOTE 16) INSTALLATION ANCHOR CHART 3/16' OW 0SCR SCREW► I PCDON MM CALL N TAPCONS IN SILL IN HEAD, Ek M IP E & SIZE UP TO 46 PSf m PSF IF TO 46 pw 1 ip� UP TO CONFIGURATION INCHES 45 PSF To 60 TO 70 45 PSF TO 60 To 70 70 PSP 70 PSf DP PSF•OP PSF DP OP DP DP 5m xx OX. xx 60 X 60 3 3 3 3 3 3 4 5 60" xm OX, XX 72 X 60 4 4 4 4 4 4 6 4 5 0069 m m xX 96 X a0 5 5 5 5 5 4 5 10060 X0. OX, XX 120 X a0 6 6 7 6 7 a 4 5 5090 )A OX,. xx 60 X 96 3 3 3 3 3 3 5 6 GOOD XO. ox, xx 72 X 9Q . 3 3 3 4 4 4 6 6 am x0. = xx 96 X OS 4 4 5 5 5 6 6 6 i 6 6 7 7 9 6 OXQ am oxo 1O%__33A x a0 6 6 6 6 6 7 4 5 12m OXO 143-3/4 X 80 7 7 9 7 15060 OXO 161-3A X a0 9 to It 9 g 14 4 5 7600 OX0, 01-3/4 X 96 5 5 5 5 5 5 6 6 9011110 0XID t09_3A X 96 6 6 6 6 6 7 6 6 12M ONO 145--3/4 X 96 7 a 9 0 10 12 6 6 101- 4 x 26 9 11 13 10 13. 16 6 9068 1CX -+•M x so 106-0/14 X 80 5 5 5 5 0 a 5 5 5 6 0 7 4- 4 5 1206a XIX 142-0/L4 X 80 7 7 a 7 9 10 4 5 IBM = 17",AG X 80 a 10 1t 9 12 14 4 5 7680 XIX as-*/% X 96 5 S 3 5 5 5 5 6 9090 xiX ios-9/+4 x 96 5 5 a 5 6 7 6 6 12090 XIX 142-OAG X 96 7 a 9 7 t0 It 6 6 t7a--! X 96 11 12 t0 13 15 6 IA XXXX 12U6a ONNO, xm 2 SA X 00 i4s-Sra )t a0 6 7 15 7 9 7 9 1D 4 5 g ism OXxo. XJOCX 192-SA x 80 9 it 12 iD 13 15 1 4 y HOOCH? OXXO. )OOM 120-SA X 96 6 6 7 6 a 9 5 6 12OW OXXO- XXXX 144-SA X 96 7 8 I a t0 it 6 8 1R[1Rtl AYYN1 Y]ONY 147--%/w x OR 9 12 14 11 14 17 6 6 CONCRETE !)OR A G3L7NRY OPENIN 4 4 4 BY OTHERS BED OF CONCRETE v 4 .-4 1- d 1 SECTION A -A INSTALLATION ANCHOR 4 1-11 om# am 3/1a' DIA. TAPCON 1 DOOR MATMAL. ALLAIP" ALLOY 6065. 21 TAPCON TYPE INSTALLATION ANCHORS 0 SILL MUSH BE OF 91 14C3ENT LENGTH 10 ACHIEVE MIN. EMBEDMENT OF 1-1/4' g110 MASONRY OR CONCAM fB SCREW NSTALLARON ANCHO S MUST K OF 2ffnWfT LEWIN 70 ACH11E E A MN. CAULK OVINEE? V41OW BUCK & MAS*Y OPENING BY OTHERS 51 IDING Q A5S DOOR HOOK STRIP A OIBEDMENT OF 1 INTO TNO BY MIOOD BUCK. ALWI NAtt TAPCON INSTALLATION ANCHORS FRONT TO SACK IN FRAME SILL 4 Liu N:ALLK FOR PENMEIER SEAL ARMNOR D V(Rr OF ODOR- 5 / EXACT DOOR 12E 6 NOT LISTED IN INSTALLATION ANCHOR O ART. USE ANCHOR GUANNTITY LISTED 0114 MW LARW SM FDIC THE APWROPRIATE DESIGN PRESSURE FIE(]'O, t) FOR ►OCIQT DDOR SIZES U39 CLOSEST "ASS, 0" 142E 4 COWN)URATION '10 Fb19ED OPD MO, 7) N9AATED CLASS SHOW S HOLE QADNG ALSO MPROYE'D. TEMPERED GLASS TF HIKES 5 MAY VARY PE4 REQUIREMENTS Or AWN C130 CLASS CHARTS. 8) ALL JrAC10RT APPLIED HOLES NOT OES04M rCR TAPSON ANCHOR 9 MU BE FILLED VAIN Fp SOW" OF SINOFNMW LEHCIN TO PROVIDE MK 1' EMBEDMENT INTO TOO BY WDOO 8UC1N. 0) MW / SILL CORNERS ME TO BE SEALED MIN A SMALL JONT SEAM SEALER. 10) SM AS RN11 AT EA SET OF INSTALLATION N OOM NTH LOAD KA MNO SM MAX ALLOWABLE SWIM STACa TO BE 1/a•. 11)) ALL NSTALLAITQI ANCHORS MUSE BE MADE OF COR10610N RESISTANT MATE IAL& 12) uM -x at r gEpRESEMTs MoMNO PANEL AND 'Cr REARESEm Rxa) Pm*l APPROVED OCNi1C1RIARON3 ARE AS GLAZING: USWO ON INSTALLATION CHART. (SEE NOTES) 13) NOT ALL OO &W111ABON3 US= ABOVE Aft 940MN ON TAPS ORAWNG, HONE" INSTALLAT►ON Wood -A-A'. -9-8' & NOOK $WO DETAIN. APPLY TO INSTALLATION OF ALL APPR09£D OoNFOx1RAIRM SU MC CLASS 14) MAx ALLOWABLE 3PAcm IET%vm TAPCON MKHOR5 N FRAW SRN, TO BE 24' O.C, DOOR INTERIM IS)) I I ' 1 420 SLOINO CLASS DOOR NS SHOWN. INS PONT ALSO APPLES TO 430 & 440 SEF" ri) 20 OR V& WOOD BUCK TO 8E SECURELY FASTENED TO TRNNSFER THE LOAD TO THE MASONRY. axT OMWE CNR an" HOOK STRIP DETAIL STAUCIWL SMIRAE. 17) OE" P0E43SW CAPACITY OF PNNWXT TO BE 35.0 M. ­'_ ` BY OTHERS CA" BETWEEN �— wow « &JUNG CLASS DOOR HOOK STRIP INSTALLATION ANCHOR 3/16' OW TAPCON DOOR VNDTH A� B J DOOR HEIGHT A EXTERIOR ELEVATION 6JGl,Tf CTii��. �.;t1Ll1NtINU1�A �► 1001 W. 0m* Lid. - Cw#og R- R 7W - FA bx 919M - Dais, TX 75MI ORANIC DESOWFDON - SERIES 420/430/440 SLIDING GLASS DOOR INSTALLATION DETAIL. VATH T*O BY BUCK IN MASONRY sum BY CHIM AY MCJML BB I I N/A 1 BVM GEN-0027 "W,mw wr '"W'cy 1070FA v cam, .-vu w -w- Mac . -- r.., — __ — —, — .. w, — SHEET NO. W6 SVR Lot 3 Block 2 2$A,w, sen. gun bararrwrate tpnaa.et.ean Far pY1�•• •we wrwr anar•a- +ear a.wark a«a 7 0*'" flt hkm VEM&Max W 100111MOLEs "I S6VMRMGr*r SENTINEL to i AIMMOLEs sadrwaOLEs APPLICATION INSTRUCTIONS Fora' MM Pattern Erghsh We Shingle:17 x W (3U5.91+1mm) GENERAL INSTRUCTIONS ,>rma�.nbb �,� ,b dc MMMAN VOW WENTIMM AMUGATtweb: caw ATEM."M as irdw &am iaenen sow" t one Aaat a stbd M seems *o a b uMDNCOItliOGIgO fi[TAr. Ditty tradER ItaawrawiAd *%nb ad wa Won tw r T W.4tAr.= to an a s:apu Lb iftatra "coon b ASS D43/dtypt 1 w N. fP-t3 j273}33prtA) SeilAasai.edmFmd — 11'-13'(279-330nm) — s g r ^;tti-232(73dNm3 i irY-2-17(1344rtm)� a �WrMwtCorAr2aUbwr r �o► ��� �� tlrW�rl�ytn�LwrSlop�Nt3ilf21iTm Js� �` ✓ippMe r asiaYpbaal w abw ltb'bbp4by awe M ailtt bw _.t.._Mesa As Npp aNea�r aa°%wOF MMe ussiN:'GAM pws�YHEdY' er utA oowtld�eMeterencp /it Ybvlti,amntetlil low} TO dSiBA: tar Ow.1m in bearta'dbn wba Nor be Omar by tour �p uo bow be �•e+d te. ins 9iQMrmtr (� 7257et105 weir V eded bmm its w sense dwra. faaa IrAae maata�rgrq Mr ror tlpa by Sb' (1Mm) end aWM 4t rroqc mwt aM p tlw raa a��e b� Yid' n� adad N (itd�► o�ww� b iatdt [mat NOT tk e>47oSn!) (bttimm) bryand du Ironle tb_ web era whom ice damn « d+rdfc tlane m au e�pee7rl. blf 2 pMc dnprwu` RMWANt: 0.0 I as>enet m,5t NOT (xAer Sell -See 133•i � ) ) Faber ie�t wa�rc to riwwrtr. O+�r�ry AZ2 Require A Six Nail Fastening Pattem?Use the dwectom above with the b w" ltloNtaboo:..Replace aie lute two fastettirlg arcs wdh low lasletnrg placements..flat a two tasWAn 9` (229rnm) from efflw end +I.1'(25rtmt), and place Two addit "l 18StB WM 14' (356MM) f o m ei*t end +l-1' ( m).r w so.eae �•nw 3 2 d o'etaw wah hA antr4pw 11M &*h -oft SWIM owns. shkq mar be ate ban left to ApM or pM b bt DO Not bt gin" *AM op mt tdd wu mo pocAn an awe M [swamp odut bMnd w Drt rod and may dunW eb Oft* . va•w• pie. w o.r. Mares rrr ry. ra.rerFar s VON" Conefwofta-Maras orwbvtnv ley sw ee m al hn a ho tic mma�ed. cvA" tlr mn+Wuan nbewa ty mrnavip me ae WOW Aix MIN MM M nb, PouM Coma MM 1-in boa.M tweefta 2tebs,a awwto2-tlt Len bates duk be an etc came[ to dba wr SO-witb 9ct two edpa napin wmh Code" .uim a Cur ahiepla, awe "M ub palam am fw suum*Xrt Coma NOTE: Shinpiw may be M trwa War tat[ or Are h ,e aide. Stan r aMba mta hacnno T (162tnm) 9 V-Nev comeu >otl°"-°pe" w iz 5ft baiApoht oat hb6AgpbuepuWlM uieia, at apply as shebn. PoMw bR may 4an prnafrq wrnd NatGCn. 6 wrl "pm" M"" f;wor to V"w ftM Cut da+yete nrbae.ee C.W"Wt trdNya �yt +r [tr Potrr•M wet sotto ewr[nO eua a�eeq Aiut A�em.rh shop Teprb by a+b AppMYp[wyrfem s't+zr+rro te+�at•p •ed 6�eesoon . •�•e•er•s• � tut a ar tteb+ex a�eit'r� [Opt s• (tssm+4 e�p•w.e 10 cebws>a "..C$.mw of 2-Do He"N .Shvgtww0ft o"be�w'rn wwAw« edgadu 'tot WMVWL 3. a><Dpaae matwtoc mwt be d Gas typ. 4. SIOa w a to.wad."MUM ame-m m wn Mnpaa n ite'F 143'C4 Sleet an ha awfunwd um prObcad w�rtlbrtdrn eaota as pb sus. Do aoc MM nw=pipet. tad — elc, w a AN maid produd inept to pored br aril[. 5. M ahe+pin are be applied du(aq MtOLDNeEO COLD pet" w m wen whm aiibxw due w sore ar be 0"Cl d babm MOM oemm. Yb mbs'a Mus be land afad. Nw orrmt Nook web pamper in War wwme sebw, tamdq add ewe. a" wa to mt & M papAM root down of edparaoywan bwe. Mw wt sm;p Mat t u sey' AM �+ No � Im sm •Cod Otielas OruAeit a tbiooec ar!faoe fwbabs mW !K d auauileit irW b tb e'rs<alw'larnte.rl«iwttmmOh tebobol7rraAa�e trap Nac8Fhp1 war0elp�pieddver�,NtaipretsebnAaaMerttlbrta°`arMde w a¢�461a ampdh smhte. ?fib Ycdrels atlbq bade o1A ati+ew �i wvw wfd r�owd Yntatap dw wpop a�tp mrosw tabled. faabe arrllo+amoptbane uw barabe w[ddsefps d nwewy, bbtsf Kib witAMnrm b mtirfxn CW A msttP nw pmda:tbaaal�w ibNrO eoiaanll'arey A«gdbtbbtl;7 d'rYeWIY a'boi fem sae :edtAxy. wtlOdkob e49K[W9tawYN RatKYw!l ppm�eopq�elrb wradc•r.Aay oat P'erd aerudaaoe sine nywtAbdawac+braA apaWe Oe00/GFIaabeYit tlbPaabl Mush MM Z o O ' O w w H Q u U F'T"1 J LL/� J Q a Z Q J (� o Z a o 1/ Z C 3 PI L.L g O •ram g a Z O #s z O w Q a cccc > W o Z a SHEET NO. R1 SVR Lot 3 Block 2 ® A BERLNN / - 1 iN.NdL� J�fI 0 N TIMBERLINE TIRBE�QAEa"SM01.w� f�o actT. COlif*. 2 S" Apyy r,omr. Mrnaerr.eeeeaooedaron n .dw h mar rM e•.awr• rra rr.a..e.a Sear. Gy+' 4 ewa.ellraM.I.e Mee-- ew i • r lffeebbyy+r___�/ M bMd,aras Nr erww,t i• APPLICATION INSTRUCTIONS Four Nail Pattern English Size Shinvle: 12' x 38-15l16" (305 x 93&wn) GENERAL INSTRUCTIONS is For rimd - UN rwlataen *% rate, artrent Whys i0 awrYyrwnt wd am wear b a f (pi addti d pow and eadaec. IIDI�Tta aarV lwokofarA�d�apmptopirm do �VtopMrretpesirpls adMeCANADIAN COLD Mt�fAT/iMk'oAT 1CATr)RS tSA T2,lS a1pO VION10 tSOrtir idtadrt.BaaNk�lt�lorff+rf�Capontlesi�istar men aloe aa,aa* • MANSARD ANOD SLOPE APPLIMIONC Far red dsmd facer am 21' sae w in6abd iA bend fTesWsrxDtert. TIM saapc mart De awed AMM inb we adire- aaa 1Dtnoauia: s tYr —MN ru- �prrw►�nAaFmf :Aeroaralrucmnaaret6a rartdad.AlntroayUrrrflWonb IbN meat arwtle0 aarRN F, H.i1D. at bd€ Ork1 mrlt i/ •MOIFOI>�OO,rNNOaMEEIAL off rDaw: Aar mmw4ed Seto Wsand sou aepaa yAaSP�MALt vtA8l1C Forma m4pk L! seed Mat aaa/rm b ASTM D4=TmlatL tlnd/elmyaewa: Sumahard Slop*-4 n2 (333mft) or mom (hrdMA.0- Low elo" W24MIl fi(t 7rr rrV�si AaaOaa/edao Un wdwwugh n 10 fro worwy one rn ki o tlal�rtN ty Shk wL a Appm of t al aNad Wuna no if Sa aft in M� bAri: � ((� r-► eyMbL a+�iy �a�n nals b odd abrrymem k p�oa ualf ai w�r1�r 2-1:7 iT rb4smsY ;— r� ttY- 2�tll (f Sbemm) t-'-r mtlit NOT toKA a o1 d am aOqre: 6,soa eew eWaro era a GAF raawfas �ar wtl oovaad oyb theeia at*np W on fttYW At axes wad wn ka auad Cut Ph eb 1eNw1t title 0° iinite �a smrm6nN•• Leak Barrw in bdlka v Mn IWa may be cmdaf bwya o w eaaetee. ua ow pr d w of - Capwwo N4ww wa0r a SwV4ww LWk w bsldrr' ke a airs dams. fah � mug an nm roe edge bra {temm} a,d erriar. Fstie mW .vatwip ur rod ae�e tir W 1= Sae eatad t4' teiGmm rare Zr (510ern) Aeyond +ne bstee rrrt wK agda roe cs d,n a abk erns w na , ratd 2 p4dr o Require A Six Mait Fastening Pattern! Use the (firections above with the Wowing modfication: Replace the aver two fastening locations with tour fastmng placements. Place two fasteners 8' (203mm) from either end -/- i' (25mm), and place two additional fasteners 15' (381 mm) from either end +/-1' (25mm). T,W I.W era MwW ea.n. grad 7 �atipa Mr rpperwfanT hoar irip ant ridge aK and a saoxn To wtrAw W h-6.1 firrra)or as GAd�f N�T[� (ar bdwdiM*a:ad�Fa d�wbM apprddoa. den W& "11 eedana of pear H4 & raps and cad ""t rwrd wkb wa do" ftla . ham In Same e ow appnadan shown Appy bps wAV fam pow" otad dladfan. \— 8 W60 Fig " Row fo V rtioad WA) rr,m. !Fasten: Walerhslr}eissbooes mmYara secant mom a atgMi. Trim S' (1520m) ken the ma d Om sirisya.Pamoa ft ON, iAfn $0wweae r60"Wtarrnosh adb7fra d ft. aide «dada. Ths roardsln a S• (tt7mm} earposarevtarritfsw k,l wieeA aair{lies nam fka roof. Srie a dai SO allow ray s mean td dwa paned alpanad wn axat b10TE: rMy ba bid trap dmv left orripfd hard Startd do. raMe S YfmnMhanMr(i) h. a. cure xsa,..bro-.w ayar twre M�.WalAee... brm.e.rrexe.rm.a � C.at"•�1 aoreA"omy 1%doma9 LIP p •.,wub>r¢¢bArf+ A �raDatr rrp..a] mmdrr■ow 311t noaw red .&V cow 5 Tmtd Couaw t orenr wadFlacnfraw* Trta i1' WVmn) Ban the brit stftb in da mass Owe mnarm we w atirpss Trim ti (t32 mm} irom Tart in t4tooaru. ttwe amtnwaffA k/ aMipies across across br raw. "rod. RM ant dubeagimnt rammed «Port mr er.,pa amtnrdorm tran s[p 3 10 Vag" f oasbnaetW.4:lo**d fart r n..elre....._ larwsr�. Prawautlorwary Twb~ 8ww t*4" ;ra Porpba. No-s"M moab sti#ft Baum d fM "A" daractarirlrsd em m 1YxQ rtamw rm d%ftaw Wnps wo to do In Cad eredirr Sad tads in wsbr. 1, emaa aAoald axA be draasc as edge ar *o* atLnP1 be xade to "wVw di: A' by vow ow r.* at a iim ems. 2. NMI& raro!u*y. San" ran u* fa faaaan in owe "new or MW anps arrapea h hot a N spo wd rnarma Mad ba d the A type. a. SWW :lord be in a owmd, waded arm-makam erapsanre 1101F (4M) Sbn on flit aabdr and m we;pd egwkwti rr baud: d pdWb w to be 1, d-, drJed. Stdnbra mmt M protraad barn wamar whw ataM ps Sam Do net atom Mar rpm ptpad, rad*Iri, dt, a a arra+pd. An roil produd rmrat m sears on enact. ItltGM�pUpMpT�Nodr law ON IsSite mom Wsft bow" dent raw& load rhtgiare b rerroirt b pace, raT own a rut way ab bom, owsd a idsQaair wo wr.and own ManrNatp,mwpitrwfaaedanaMma rryy e;aystnw thenardirpes,bawalMurdarNtgdrspa WwAde3W-adr fartr,ararraatbe mAtded bprrtrasthe drdrdlai an, 0 or No Yreabk pwood. Forpw eaia akoh trVaAorr br applfJifon. AW. act be appied -via wow stesrpea were prsaedorm bah bW Warr b "Aft ri awpubb ambm wtwe. TTaa inatds atlt"ate drinped rt oft and Woe rrd iraftae0 nW w00C adptq go"a neAaad. M wma dmaam aW m baYa*d wood stma 1 rataasy, krr1190 rdrsynwd le main Ona, A aft Oft ebaw(M sod rah «� we.ma U61,1W WMNM M A mff d p U&M M APHY saaft era.« ,brie brn M pred.e 1 d r .W. A. anaaw, ace.rtra laesrba rwa ae.e waorwlay d aadlawsrdir arrMec e2we GAP W WW rbroaraaoO OIGUDOMMOUX122M VJ Z � � O � 0 > w w Q u r = _U J d d i W � .1 W 0 c o 3 = U) 4 o LL O • r+ O a Z 0 Z 0 # 0 W g x z LLJa > a a SHEET NO. R2 L L41NIMUM 2"X 2" CONSTRUCTION GRADE K41XED SOUTHERN PINE OR EQUIV, WOOD BATTEN STRIPS � • a SIDE VIEW OF- SAVE FASCIA 4&__ ROOF OWPMMIG 5 !, 5 ;t DOUBLE 5" APPROVED MODELS EXPOSURE INCHES 1NICKNESS t.003 DESIGN PRESSURE TRIMS 1 QN 10 I:.042" + — 2It. 266 PSF PSF TRMS1OV` 100 0.042• + 26.6 .6 PSF PSF PSS1Oki 10 4.042" + 60.0 .6 PSF PSF PSS 1 ov 10 0.042" + -- 60.0 26.6 PSF PSF LFP1ON 10 0.042.' + — 60.0 MIS PSF` PSF LFP1OV 14 0-042" + — 6Q,I? 26.6 PSF PSF GALVANIZED -ROOFING MAIL 1 /8" RING SHANK DIA. 3/8" �D CIA. X 1 1 /2" LONG. 10" O.C. THRU THE NAIL HEM HOLES & TI4E WOOD JOISTS. MINIMUM WOOD ENUEDMENT IS 1 3/8.. A REVISED OY RICHARD 801VTE 1 FILE ".',E.:ai452-• 10 DARE SOFFIT 110. Ravis+cns ` �" " 1/2'—Tmj TRIPLE 4" APPROVED MODELS EXPOSURE INCHES T14CKNESS DESIGN PRESSURE S— 2P�f 1 0.04tl" + 50.0 PSF — 30.0 PSF FATS-12V 12 0.040'ft + 60.0 PSF _• 30.0 PSIS PTS-12CV 12 0.040— + 60.0 PSF — 30.0 PSF fit acp vA �wi pclL Okf9 tprkKl L %'tt DIN $ on I1m o IlIt. t 11 i Ck 1 Ai" Off lu G11ARO SOYE7-tE h `FL 33411 1 7 Fu'l rw� vt Alcoa Building Product PART: INSTALLATION DESIGN to/g9 DRAWING FOR VINYL SOFFIT 4/99 DRAWN DAB IIaT:/1 Data SCA 1' = 1' `' --' GJ — 1: Z �q Ng U 0U 0 Q 7 z Cd F— LL LL o SHEET IN1 I, n u A.IP J B- ttoRtz. SIDING 13W--40 6 4 1/2 0.048' -46.6 PSF IRM-40 9 4 1/2 0.(140' -46.6 P$F MSC--40 8 4 1/2 QA40' -46.6 PSI` U13-40 6- 4 1/2 ELOW --4&6 Psi 1,441 8 4 1/2 0.048* -46.6 PV VW-40 a 4 1/2 0.048' -4&6 F'SF SIV--44 a 4 1/2 0.044' -46.6 PSF IFI�-44 $ 4 1/2 0.444' --;S.b W DR-40 $ 4 5/8 0.042` -46.6 PSF CWW 40 0 4 5/13 0.042' -46.4 PSt QT--40 0 4 3/4 0.044' ;-80 PSF . CS-40 8 4 3/4 0.046` --E'0 F'51F IIW-50 - to 5 1/2 O.040' -46.6 PSF "tam-5t1 to 5 1/2 0.040` -".6 Mot f -5tT tb S 1/2 0.040' -464 PV i.4B-50 10 5 1/2 0.042' -46.6 PSf WGV-■50 t0 5 5/8 0.045i -46.6 P51' LSST to 5 5/8 ti.E1W -46.6 PSF LWION 10 5 1/2 0.044* -41.3 PSF .cw-50 to 5 5/8 0.042- -4C6 PSF QT-50 t 41 5 3/4 0.044' -80 P5r CSr„ 30 5 3/4 0,046- .-w F sr -TM A" DUTCH W SIDING C" 7I--- AFPAVVED moms EXPOSURE INCHES 'k' .1111wim *"3 t�1G11 PRCS'Suft LICO-AO 8 4 1/2 0.0400 -1w1 PSF CWD-40 8 4 1/2 0.042' -36.2 P5F' OFY.V-45 9 4.5 1/2 2 0.040` -35,2 PSF TRUD--45 9 4.5 1/2 0.040' --V ? FSF L4E10-45 9 4.5 4/2 O.E142' -36.2 PSF UP0--45 9 4.5 1/2 0_O44' -36.2 PSF QTD-45 9 4.5 3/4 0,04-4 -83 PSF GSD--45 9 4.5 3/4 0.046 -E'i PSF UCO-50 to 5 1/2 0.040' -44's Pat C403-50 10 5T 1/2 0.047' -45.6 PSF Si`rD -55 10 5 518 0.04.4 -45 5 R5f L05ST E4 5 5/8 0.048'-4&6 R5F F 1MV-50 10 5 5/8 o.048' -44 6 PSF CE14CM MOMS: 1) ALCOA L4 At h 90"TT PROOUM ARE UFC. € OU A J10RWVLktM NT CG11M1MIO t#F:MG OR plr.€EIW#G THE F COMEx D43 OF ASM D 3578_ AttQ W FOR f*1C SWIG "40 CAMAWND5. 2) WAUS .0110 S TO RE,GEK :+:1M SOW / SOFM SIW.L 8E C!#MKEO F47F1 SOUCFUIVL ADEO 1ACY. CRACKS At#7 DEFECTS TFWT SKA L eE ELIfAIM ATID 3 'MALLS 3ML 8E; FA:IR PAOOM WrM ASPIW.T S4TUtAX0 MT OF HOT U S 1 Wt 14 f114l0 SO. FT. AS VESCMED ri SECT1€ " 27414.E (0) QE ME S1M n*R*A 1ltAt.ONG CODE 4) VOW & SOFFIT WWRE `DIE 9OWC } SOMT ARE i,, BE 01SiMAlo .',i4all.Ti OE OCZAGIM0 8( A tREWS'"EO AACIUITCT OR EHGWEER ICCE RMiG TO ME SO1111i tLt?MA OUILWIC COOE AIAD 1HE 5) 1NS[r1.1.XIM Or IV S1 010 / SWM A11D ACc1S'M( P110O FCTS SWLL 81C 0011E 4N ACCORONXE WMI THE Si,FC. 4HMUC11 MS ARD nX APPUMU SECI ON OF hi[ .SOtTTtI FI;,ORDA BUtMIG COD A IRE ISED BY RICHARD BOYME 110 5/6- (5) PLY PLYWOOD 2' X Y0 16' O/C COMST. GRADE WMED SOU110M PW OK EOM. FASTDJM 70 CONCRETE 8UXK Wf H ' ITW 3/ 13 U`PGON 0 12' O/C ASIA. C.Aa.i V 44.01 cv eo �.�rcac t11 5=s 0 mkxm1t - C ALVVQ E1) MDCf IG kAA. - 1 /&- FI!li1: SHAM Nk 1/8- HEM tXk X 1 3/4- LONG. *Is* 0'cr THAU THE Wit. HEM HOLES do 11TE W 00 STUDS V41H 1 3/6' EMUEDMEW. r .� S VD WAI L EILCCK, WALL APM.091 AS WVn ywc IhIM 1W Wish 71f1am s4+lt0J)4 OM wuaq MG-U*. c: r czr n-iwA Qt111;i l,�ieiy nt - Alcoa Building Products PAM: .INSTALLATION DESIGN! DRAWING FOR VINYL PING 1 FIDE N,NME: SK5-16 DARE SIRING 4/9 UK""" FIO. 4E11vis]Qm Dot* SCALE., GAG I DAIS: 4 f t 5/90 SK -- 5 --1 B iif: no 80ygrflw 1 L CtA PE $474 S 4011 C 1VV4 P*b 4kfi fl. 33411 • s+e453�if,Es Vu�'r+1 f n r r zm C/)- O Q OU Q U) Cz a Z r-4 � SHEET IN2 IL SSH960 Instructions Installation of SSB960 roof vents should com- ply with all local standards and regulations. miwkw) CAUTION. Use appropriate safety glasses, <!-., 7 gloves and other equipment to avoid injury. rod Peak PCtl ico del teo alle 1WI itio '•t v chevrons Figure 1 • Figura 1 Figure 2 • Figura 2 Figure 4 • Figura 4 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 2" from the peak of the roof. Mark a 10" circular outline for the hole on the roof. (Figure 1) Cut and prepare the opening: Cut the holes in the sheathing before applying shingles. Shingle up until the first full course of shingles covers the bottom of the hole. Cut the excess shingles away from the hole, (Figure 2) (For increased weather protection on new construction or re -roofing applications, use an 1 K'x18" piece of GAF WeatherWatch" or GAF StonnGuard,21 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 1"from the edge of the vent flange. Seal all seams and nail heads with an approved sealant, such as silicone, roofing cernent, or waterproof caulking. (Figure 3) Complete shingle installation: Continue installing shingles, overlapping the flange on the vent. Cut the shingles around lire top of the vent to match its shape. (Figure 4) rafters vi chevrons Figure 5 • Figura 6 Figure 8 • Figura 8 Installation of SSB960 roof vents should com- ply with all focal standards and regulations. CAUTION: Use appropriate safety glasses, gloves and other equipment to avoid injury, Adding are SSB960 to Finished Roofs Determine the location of vents: Inspect the attic to determine the location of rafters and other obstructions. Evenly space the roof vents along the width of the roof, marking the location of all roof vents before cutting holes. Center the holes between the rafters within 2' from the peak of the roof- Mark a 10" circular outline for the hole on the top of shingles, (Figure 5) Cut and prepare the opening: Using a sharp knife, cut away the shingles (Figure_6A). Cut through the sheathing using a reciprocating saw (Figure 6B).. Carefully remove the roofing nails within 3"of the hole- Cut the shingles at the top of the hole to accommodate the shape of the roof vent. (For increased weather protection on new 'construction or re -roofing applications, use an 1.8"x18" piece of GAF Weather Watch* or GAF StormGuarcP Leal: Barrier. Center the leak barrier over the hole. Remove release film, press into place and cutaway the leak barrier spanning the hole.) Position the vent Apply a generous amount of silicone, roofing cement, or water proof caulking to the perimeter of the hole::. (Figure 74 Slide the vent into place beneath the shingles, ensuring that the throat of The vent is centered on the hole (Figure'78). The, shingles should overlap the top half of the vent flange. The bottom half of the vent's flange will be exposed on top of the shingles. Nail the vent into place: Nail the vent into place, spacing the nails every 4"around the perimeter of the vent. The nails should be V in from the edge of the vent flange. Replace nails in the shingles as necessary to ensure a proper seal. Use silicone_ roofing cement, or waterproof caulking to seal any exposed nails. (Figure 8) NOTE; to Careda, oriy the GAF and Qua/fry You Can Trust Since 1886_ _ _ NOTE: h Canada". the GAF arrd Qualiry You Can Trust Since i886_ _ _ Timberline logos are registered trademadcs. from North America's Largest 1?Ooth7g Timberline logos are registered trademarks. from North Americas Largest Roofing NOTA: Sdamenle i os norrbre3 de GAF y A NOTA: Sol amernte los nornbres do GAF y GQ TnK,xfinesmmercasrogshdasenCanada, and VaWilatio/I Manuiacrurer TimbailnesonmarcasRcislradasenCamd3. and Ventilation Manafactwrer REMARUUE: Sods les noms GAF et REMAROUE: Souls les rums GAF el Timberline s>ni des marques de GMYIY M Timberline 3ont des marques de OAf1UC9 W g commerce d6poseea au Canada conponwrMm l canmerce dapos6os au Canada WRPOROMON w C) SHEET NO. IN3 .w i -..nu ✓wcr. uvi ei yui�o�aua�wn ✓ucc�wvni� nuu ✓iuuiy uu�enmaviivuui� aiiu .�un�y.uwy, ✓ia✓icvvi i . i a.-r✓ i i wamc For ridge vent to function pruparly, it must be the only high or ex1haust vent for the vented attic space. Fudge vents will nut function property It used In con unction with gable -mod tetwelrs, turbines, roof vents or power vents, Slope Restrictions: Use only on slopes between 3/12 and 16/12 STEP 1 Cal ulatilatts or a Balanced Ventilation system To achieve a "balzmed Wlrtm" with fob Ridge Runneeridge vent, them most be an air #make sY (i.e., soffit or undereave vents). For Prater tilaltion, the amount of u� ve ve loft mostI the amount, of ventlieflort _ at the ridge. : In no case should the amount of exhaust ventilation exceed the amount of ' a ventlWon. To determine the minimum s4twe lest of net free ventilating area (NFVA) mmided for a baled ventilation Vim, use the followlag formula: 5q. if, of attic floor space _ tin. Sq. ft. of NFVA needed tl CobW Ridge Runner ridge vent has 12.5 square inches of NFVA per lineal foot. To determline how many feet of Cobra" Ridge Runner' ridge vent is needed, use the following tommia: 1!2 x (Min. Sq. It. of NFVA needed) x 144 / 12.5 = Min. lineal feat of rirtge vent needed To determine the amount of undereave vent required, use the following formula: X = NFVA (5q. In, per. tin, ft.) of the underme vent or Intake vent system selected 1)2 x (Min. Sq. R. of NrVA needled) x 140 = Min. lineal feet of underemm STEP 2 vent needed Instruction Far Stets After calculating the total length of Cobra" Ride Runner -ridge vent needed, determine this necessary slot opening required. Note: It instilft. on are existing roof, remove the rap shingles from the ridge. Roots wdhW a ridge board, cut, an opening along the ridge, ')'a" on each side of the roof ridge (figure A). Roofs with a ridge board: cut an opening along the ride, 16/a " on each side of the mot Otto (figure 13). Note: Maximum slut opening is TA" Wife. Mark off and cut the spat opening, making sure that the ends of the opening stop at lest V lmm any end walls or flip Intersections and 12" from Chimneys (1~tptlre C). Where short ridges (dalrmers, ridge intersections) ate used, mark and cut the slot making surge that ft 00 of the opening stops at least 12'" from The ridge intersection (Figure 0). i.;opyright T' 2000 Windward Homes No portion nnay be copied or reproduced without the, prier written permission of Windward Homes Share drive W: Quality Control Checklist/Roofing (680)11 Roofing Install Shingle final tirOup 680 rev 03-16-07 /Page 3 of Windwardj Homes PLAN© 2003 WINDWARD HOMES. ALL RIGHTS RESERVED .,v i i,au viucr. uvi n�yuiuwunuvu .�uwwNuui� nuu .�iuiny ino�minwiviivuuu eiiu�winy.uwy, ,�,c u,wv, i . i , . i v i i � wait '/ , STEP Ridge Vent Installation Tear a 1' section to be used as a template for layft the Trent out (Figure E--G) and cater ft tempiaiello Wor over the ride cap shingles at the beginning of the gent riot. Note the loeatl n of the baffle (Figure H). Make sure to do this at troth ends of the Installation. Measure fife distance from the edge of the root 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 1%" pneumatic roofing nails to attach the first se of the ridge vent with the exterior of The rifle aligned with the chalk lkw (figure J). Nail gun targets are embossed on the part as a guide for property attaching vent to the roofr The vent should be fastened an 6" tuners (Figure K)- l'ro,ceed with attaching the other side of the vent. When beginning to nail down the seed side, do NOT begin at the end. Begin between the first and secmd one -loot sections and then return to fastett fire first one -food section. This will allow for proper fit. NOTE. For proper aptmnee, pvll the the rent smugly across ]ffie ridge and Paton tare roof before s m la %� MOTE: for a uniform appearance, install Cobra Ridge &n;78f Treat over the enfrr+e length of rice ridge, making sure that the rant extends past the slat opening try at i6wl 6 NOTE. For appiicallons ove-f laminal sh' igle's, apply a bead of sificone caulking or toot vermInt to #w undwsfde of Me cater baffle along the entire rrdga and at exposed edges so Mat the gaps are completely ItHexJ'. MOTE., inn venting vaulted and cathedral ceilings, each j0iS039e1' Googly must be wried at both ends ,and have at least J : ` e(earance. STEM" 4 Gals Shingle installation Install the ridge cap sMagle4s directly to the Trent using pnearmatic snail gun wW included 1%" nails. A nail litre Is Inscribed on the fop of the vent to serve as a guile (Figure L). �IIII� Fig. F � ' � Fig. F ...:� jet Fig ``_...' i g . H Fig. I Fig. J Fig. L iF Quality You Can Trust Since 1806...frorn North America's larger Rooting Manufacturer 005 GAF that*rs Grxpc ton 12%+ 1361 Alp Road Wayne NJ, 07470 • Yomm.gatc-orn RESG8304 Copyright :w 2000 Windward Homes No portion may he copied or reproduced without the prior written permission of Windward Hornes Share drive W: Quality Control Checklist/Roofing (680)/ Roofing install Shingle Final Group 680 rev 03-1b-07 /Page 4 of Windward-j Homes PUN © 2003 WINDWARD HOMES. ALL RIGHTS RESERVED SIMPSON STRONG -TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida/ A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU46 Adjustable Post Base FL474 ABU66 Post Base FL1725 Anchor Bolt Wedge AM FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 CMSTC16 Coiled Strap Tie FL1901 CS16 Coded Strap To FL1901 Epoxy Set FL402 H10 Hurricane Tie FL474 H2.5 Hurricane Tie FL474 H3 Hurricane Tie FL474 H5 Hurricane Tie FL474 HCP2 Hip Comer Plate Connector FL474 HD10A Bolted Holdown FL503 HDBA Bolted Holdown FL503 HETA16 Embedded Thus Anchor FL1901 HETA20 Embedded Truss Anchor FL1901 HETAL16 Embedded Thus Anchor FL1901 HGA10 Heavy Angle FL1423 HGAM10 Heavy Angle for Masonry FL1423 HGT-2 Heavy Girder Tiedown FL474 HM9 Masonry Hurricane Tie FL1423 HSUL Skewed Face Mount Hanger FL1218 HSURA26-2 Heavy Skewed U Hanger FL503 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 HTSM16 Heavy Twist Strap for Masonry FL1423 HTT16 HD/Tension Tie FL503 HTT22 HD/Tension Tie FL503 HU210-2 Hvy Face Mount Joist Hanger FL1218 HU26-2 Hvy Face Mount Joist Hanger FL1218 HU28-2 Hvy Face Mount Joist 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 To FL1901 LTr19 Tension Tie FL474 LTT20B Tension To FL474 LTTI31 Tension Tie FL474 LUS26 Joist Hanger FL3750 Masonry Screw Titen FL2365 MBHA3.56/16 Masonry Beam Hanger FL538 META16 Embedded Thus Anchor FL1901 META20 Embedded Truss Anchor FL1901 MGT Medium Girder Tiedown FL1423 MSTA24 Strap Tie FL1901 MSTAM24 Strap To for Masonry FL1901 MSTC28 Strap To 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.XI X. Strong Drive Screw FL1463 SDS%X2% Strong Drive Screw FL1463 SP1 Stud Plate Tie FL474 SP2 Stud Plata Tie FL474 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap To FL1901 THA222-2 Joist Hanger FL474 Approved Products List Product Category Sub Category Exterior Doors Sectional Exterior Doors Sliding Exterior Doors Sliding Exterior Doors Sliding - Series 420 / 430 / 440 Exterior Doors Swinging Panel Walls Siding Panel Walls Soffit Roofing Asphalt Shingles Roofing Other - Roof Vents Roofing Other - Ridge Vents Roofing Metal Roofing Structural Components Other Structural Components Other - Concrete Lintels Structural Components Other - Concrete Lintels 8" Structural Components Other - Mullions - Series 1442 / 1445 / 1446 Structural Components Other - Mullions - Series 1445 / 1447 Structural Components Other - Mulls & Brackets - Series 5300/ 5347 / 5348, 5350 / 55 Structural Components Other - Precast Lintels Structural Components Wood Connectors - Anchors Structural Components Wood Connectors - Anchors Structural Components Truss Plates Windows Fixed Windows Fixed Windows Fixed Windows Fixed - Series 1100 / 1900, 1450 / 1550 Windows Fixed - Series 1100 TDL / 1100 11900 / 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 11900 / 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 Intemational, 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 Lott's Concrete Products FL 5092 Commercial Concrete Products (Quality Precast) FL 1774 General Aluminum Co. FL5169 General Aluminum Co. FL5169 General Aluminum Co. FL5169 Wekiwa Concrete Products, Inc. FL 1418 United Steel Products Co. FL572 United Steel Products Co. FL859 Alpine Engineered Products, Inc. FL1999 Florida Extruders International, Inc. FL44 NuAir Windows & Doors FL5333 Pittsburg Coming Corporation FL1363 General Aluminum Co. FL5169 General Aluminum Co. FL5169 General Aluminum Co. FL5169 Florida Extruders International, Inc. FL43 NuAir Windows & Doors FL5331 General Aluminum Co. FL5168 General Aluminum Co. FL5168 Florida Extruders International, Inc. FL3136 NuAir Windows & Doors FL5722 Florida Extruders International, Inc. FL42 NuAir Windows & Doors FL5330 General Aluminum Co. FL5171 General Aluminum Co. FL6107 General Aluminum Co. FL5171 General Aluminum Co. FL6107 General Aluminum Co. FL6107 01. CK W x100 X m SHEET NO. Pi 0