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HomeMy WebLinkAbout36019 Shady Bluff Lp Lot 136019 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 NIVA FRI 9 K• 16 1 i • ' — 3 3 indward Homes 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 t. 'THE ST. AUGUSTINE' ISSUE HISTORY NO. DATE VER DKWN BY DESCRIPTION' APPVD s 10/0-W5 4.0 TW 2004 FBC UPDATE MC 0910MG 5.0-5.05 MV/fW REVIEW / UPDATE PLAN TO 5.0 OLC 04/ 1 1 /07 5.0-5.05 TW 2004 FBC UPDATE w/ 05. OG 5UP OLC e OG/ 1 1/07 5. 1-G. TW MERGED WHETSTONE 4 5EI PLAN - 130C ENGINEERING 5N 5 08/20/076. I -G.I W1 TW 6.I ARCHITECTURAL/ ENGINEERING UPDATES 5N ELEVATION'C' 4-BEDROOM / 2-BATHS / 2-CAR GARAGE PLAN # f0608 WHETSTONE ENGINEERING &TESTING, INC. 2004 53rd Avenue East Bradenton, Florida 34203 Phone: (941) 727-113 8 These dra>j,;.,. -in incis, n�hen T sringc2n%On that �'h si5�e d and Sealed, are cen�en c. ha` revi,,,,-:, tr�c�Enginearin9 & ten, SirU t1• 3RCe W1ih, r,tie Flor `t tr,r sir��crure for ora! t VJ AtI2rCAriifiCat,io h SIL::",{19i(itj ��f0f1;1. ..tomr•..i,.fi1'r? ., 004. eXpr@SSeC' �: ,; CCUr eCrurai c'tC. iS (,,1I�1��IL DRAWING INDEX SHEET NO. DRAWING TITLE COVER AND INDEX A I FOUNDATION PLAN A2 FLOOR PLAN A3c FRONT ELEVATION A4c SIDE 4 REAR ELEVATI0N5 AD I INTERIOR ELEVATIONS AD2 BUILDING SECTION 4 DETAILS AD3 STAIR DETAILS AD4 PORCH DETAILS ELECTRICAL PLAN —El M I MECHANICAL PLAN 051 OPTIONAL BAY EXTENSION @ MASTER BEDROOM 052 STAIR RAIL OPTIONS 5 STRUCTURAL DETAILS D DOOR INSTALLATION SHEETS W WINDOW INSTALLATION SHEETS R OF SHIN LE APP I ATI N IN INSTALLATION SHEETS P PRODUCT APPROVAL CODES AREA TABULATION TABLE (IN SQ. FT.) (CIRCLE APPROPRIATE) UVING AREA COVERED ENTRY GARAGE COVERE LANAI OPTIONAL BAY OTAL UNDER ROOF 15T FLR. 2ND FLR. 5TD I W/ OPT BAY 1556 1 798 1 135 1 461 172 37 112:11 3159 PLAN NO. f0008 VERSION NO. G. I -G. I W DATE: 08/20/07 DATE VER. I"'""I DESCRIPTION 10103M 4.0 1 TW 2004 FBC UPDATE 09/11/06 5.0-5.DS MV/TW REVIEW / UPDATE PLAN TO 5.0 04/11/07 oe.a3 TW 2004 FBC UPDATE w/ 05, O6 SUP 06/il/07 .14i. TW MERGED WHETSTONE •SEI RAN- 130C ENGINEERING 08R0/07 I -SAW TW 16.1 ARCHRECTURAL I ENGINEERING UDPATES SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 0 4D'aP i:$• 10'-r OPT. BAY ExrE2LaaN e-----:: ------------------------ ----------------- - - ------------------------- — r-10 za 4' c z11'-4 --- -- ---------- ------ ---------------- ELEV 4 - - 4 P1CUN FORX ■ ■ . IT ELEV: 0.0 N .✓,.1, jI b 3.5'-F6ER MESH CONC. SLAB D e , `�J : o `'•�'•F� ■ OVER a MIL. VAPOR BAFRIM ON CLEAN. WELL -COMPACTED. S2 ' 17•r . ■ TERMITE TREATED, GRANULAR FILL ✓' 1'-6' 10'-1• FLOOR j H 74• IMANMXCTAr Y p1 EI 1 CNA4E FOR I f= #1' a '^t'•+^ ISLAND ELEC. I I .■ j//r Lam_ �, i pLApl, _- 1 1 N. I NOTE SEE SHEET 3.1 FOR ■ REFRIG ISLAND CHASE LOCATION UDERSLAB __ __ ;:'�, \\� ■ - EACH WAY 24*X24 X11 #I EACH H 2$• -.: 19'd• WAY 11'4r wlsz ■ y�• i --- �w 24X24X12 VY-I 5EACH TT-61- WX3rX12' f WAY \' ' M(4)05 EACH WAY I W \ \ r t ll _ .. _ - ■ ■ \__ __ __ __ ____I�_rr - 4' L'TJJ ___ ___ ALT. AMC 174Y CHASE 4 14' 6 K 2- 13'-0114' r STACK C.L ■ 2 -------------------- 1M•WxIfrD V-GRDOVE CONC. ■ 0 3E ��� v CONIROL JOINT3� Y SLOPE: r ELEV' 110 ■ 1`1 TOP OF 3.17 SLAB REF. ■ ■ ■■■ ■ ■ �w m A 1'-10• 9'�' i'-10' B �2 A 2 N 2 ■ 13'3' F-4- ■ E ■ ■ ■ ONE 7-8• 16'4r 7-8' 1a'6 err WHETSTONE 2004 53rd W4r FOUNDATION PLAN SCALE: 24 x 36: 1/4= 1 ••-0' 11x17:118:=1•-0' OPIIOIIwwwu ■OM,: SEii SN@TOB7 POR DETAILS lOILrpm BHEC11011 1O11ElIAIL R IR > C W O _ LLo 3 b U b -VALVE A DRAIN THIS LOCATION A 2 4 -r. r CDAIC. FTG W/(2) il5 REBAR CONT. Q 0 —4• RECESS FOR SHOWER 4 —_—_—_ M.B. r— VC PVC UNDER SLAB A/C OPT. GARAGE SERVICE DOOR m 4 NDICATES (1) 05 REBAR CONT. IN ONC. FILLED MAS. CELL (TYPICAL) NGINEE STING, INC. E E ON 3 CER I I IFICAI : IZ2 ION # 9298 n l•7 LypNM Lug— N O r` � 0 0 C Lo C O Imp L N In Q 0y O F � o U a" m r DD ED J N U O U w U) i� Q CId w Z 0- Z 0 Q z 2 O 0 � 2 3 o o 8 m N 'm a Z O Z g Z Q O) W 0 o LU Z a j SHEET Al 4 STRUCTURAL NOTES: A 3PLY 2x4 B.U.C. W/SIMPSON HTT16 ® BASE. INDICATES INTERIORFRAMEo 40'4rim PLAN. WALL SUE A HOT B DBL 2x12 HDR. W/ 1/2' PLYWD. FlJTCH. BEARING AS INDICATED ON PLAN is a• I=am Fm GP11oNAL SEE HEADER DETAIL ON SHEET S6. 8MAYExI®1■OIIDUALS. C 3PLY 2x12 BEAM W/(2) 1/2" PLYWOOD FLITCH PLATES ■ ra• it-0 rA' kpli Baff. awDN AND (2) SIMPSON LSTA24 STRAP TIES AT EACH END.imn� AREA SEE HEADER DETAIL ON SHEET S6. INDICATES SHEARWALL t'� tom 11'4'1 t0 6• D (2) 2x8 #2 SYP (SEE A/S6 FOR STRAPPING) INDICATES I0c O Sbi sN on coNc. DOAP 3OT0 BY FILLED CELL CONT. O ,liplgrr p S� PAD SD'ED HD HOT p FROM NOTE: SEE SHEET " INTERIOR LOAD BEARING TEL [TY TO KO . v • • ■ -----------------------------------------------------6-- ■ HEADER DETAIL FOR ELEVATION VIEW OF LNElmw�l § O 1�• 1' HEADER INSTALLATION. 7-10• r-61 4-T ram• lr� 2 4 MASTER SUITE 40'-0• °P O3 2 n sH m �:BxdAl� 'I' M.. 2T n.. '}' a22 aypsr AFF 9'-10• 15 ua '1 ■ram 6D60SDD •BRIG. WALL '�' CAFE ■■ h - ■ �Qa p ate- OIW�BEAMN� e B 3 4 a 3 N a 10•A• q D § - FAMILY ROOM 00 ,Tx 13 Avp. NOTE: LOCATE TUBB ��OO --- �' ■ CJ• r.4• VALVE PLUMBING 1p c n o KITCHEN P � IN rNIS WN.LDa ■ a4• 29M B.lP W p M AFF. D m OWHz SED BAR ABOVE �O ALL 0 Y 4•-0' pw&:( -DROP CLG. TO 8-0 E oeZ� Y MASTER 2x6xw. uAFF p.w. kBOVE 4• BRIG. WALLr-6 BATH WGLASS I _ CIO. p ra- SHOWER TOP OF m n CONTROL ARCH NOR. a-(rAFF. BRNG. WALL 4'-1' 6•-01Ir I ■ 4•� SEE 6ADAD3 FOR i4 ' m SHOWER 4 NING N `v STIR DETAIL A i $ HEAD p r ,• BRNc. A Q 1 WALL ■ - -mFF N r-9• •- -ss• I y a•-s• 7-10• r s•-4• c-r r--- --11• --�--'--- - -- --- -- - - --- - --- 1 ■ DINING ROOM I I_ W� AALL W i 1,•x12'A 1 I 4 JI Clp. ■ 9'J 4 ' 1 I _ _ - � CUIL m NOTE ALL FOR o '%�._� I A -1 iPll rBOPEWG STD W.I.0 VVEEROF A O� UNOSSTRUClED OPT. BASE MDUI 63) I I ®Y 4 BLE G /DrTf-I RTTICA CALS g 11HBY1al3', M 1 1 - I ¢ m 2066 AT GARAGE ALL. G i GAUC#TPoN 6 IC 11 t NIp1E .aria M.C. I D0. - 23H ADHESIVE I'i _ LHECK S I I ti WALL____ _ ' R WALL - - - T ■ APPLES O THE PLAN. 1 1 pi �I-� I 26� �T A CL M r 2m , 1 I o A 8 '� I ARCH HDR: . S ALL WI r.i z; , ALT. AIC -----------TOP*• T COMP , ON WALL TOP OF ARCH HDR I I O I I Sd HANSON BC 4 1.� : I p S4• AFT. 1 , 1 2880 0 36• AFF. , 2M h - - - - - - - - - - - - / - - - - - - D AN m - - - - - - - - - - - - - - - - - - OPTIONAL _----- ' -- PROVIDE TOP OF ARCH LA1xARY r �t �`, FRAMING 4 2 WALH_ _______. ¢�I 1 CONCEAL HDR pSd AFF. TUB t` -JJ ST,�p �____/: ILA DUCTS. POPT. SEft-KG: 2666 DOOR - LL1 1 IT-4 FOYER zP AFF. USE I © �,2 GLS 3N' P.T. I .1•xP CONC. P Orv� LIVING ROOM 3 ' �� I I®S4 4 BRIG. WALL 8-0 6 6 6-r PLYWOOD I- (SEE ALSO 1 ,zx17 . --------' CH IS I I DIB. p 9J• Y 6 A R CE 12Sf80• .L CE ED APPLIE REAP, TO THIS PLAN OPT. BASE McOPP ) WALL H i HH6 t, 1 GAUGE TRIM IO ' Ap1ES IE i 3068 ECK BO APPLES T THE GARAGE SHALL BE SEPARATED FROM THE ENTRY.q R AL• -, RESIDENCE AND RS ATTIC IL '------------- � AREA Br NOTLEssT1uN TION ----IFS- --- i2NGMWSIMBOARD m 1 FOR F.G. ABV. '1■ APPLIED TO THEGARAGE 2-CAR GAZD RAGE R sIDE. O 20x2V 24 x 36 - 1 /4' = 1'-0' I 3s s11 L p p 94• AFF. 352 SH HD HGT p 6-r AFF 3WSH GARAGES BENEATH HABITABLE DATE VER. " W • DESCRIPTION 10/03/05 4.0 TW 2004 FBC UPDATE 09/11106 5.0­5AS MV/TW REVIEW I UPDATE PLAN TO 5.0 04111107 .o-5.6S TW 2004 FBC UPDATE w/ 05, 06 SUP 2=5izow TW MERGED WHETSTONE A SEI PLAN -1MC ENGINEERING OW0/07 s.i4.iw TW 16.1 ARCHITECTURAL I ENGINEERING UOPATES •SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES x W KNOCK -OUT CAST-CRETE LINTELS OR EQUIVALENT BLOCK, CONC. FILLED, USE 3000 psi FINE GROUT W/(1) #5, TYP (3/8" AGGREGATE MAX.) WHEN GROUTING BOND BEAMS & 8" BLOCK, PRECAST UNITS. CONC. FILLED, TYP APED m c m m 8' PRECAST, Mc m t6 co00 N N ; CONC. FILLED, TYP oLc u_ . LL LL (WITH OR WITHOUT REBAR) 0 0 0 (D 0 (1) #5, TYP LINTEL TYPES / SECTIONS SCALE: N.T.S. 7-2• Z 5,"4• 3 16•�• I ram• FIRb I FLUUK FLAN: ELEVAI SCALE: 24 x 36 - 1/4" = V-0" 11x17-1/8"=V-0 ELEVA710H ASHOM SEE FRONT WALL PLANS ON FRONT ELEVATION SLEET FOR ELEV. B A'Q. NOTE: SEE THIS SHEET FOR ENGINEERING KEYNOTES. ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 52 INCH TYPE X GYPSUM BOARD OREQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SMALL ALSO BE PROTECTED BY O S3 NOT LESS TWIN 121NCH GYPSUM PRESTRESSED BOARD OR Ep/VALENT. 16 x 7 OVERHEAD DUCTS IN THE GARAGE AND DUCTS 18'-0• I r8• PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SWILL BE CONSTRUCTED OF A 21•-4• MINIMUM NO.26 GAUGE SHEET STEEL OR WHETSTONE ENGINEER TIR NC. OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 34203 )N & CERTIFICATE OF T ION # 9298 /�MECHICAL ROUGH -INS MUST BE NOTE: ALL PLUMBING, ELECTRICAL AND JAN 2008 COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. L. JASON RGER PE# 64003 gs�b go lagils cl) w N 00 W A I` in O >LLi� O� D: Ln It 0) c c � � L N m D O 0 c� U a m m J N O W ZYI+1' u I� F. N Q 7( cn w ^ cz W 0 o Z 5 0. cc O 0 LL o 10.0 2 ui o Lt"i N m z O 5LU U LU ~ H Z 0. j a 0. SHEET A2 A 1 I I 1 LIVING RM, I I I 1 I 1 I I O 1r x 1r Cq o 74, cEssec /210' SJ_ SEE ELM FOR F.G. ASV. ENTRY TIES WINDOW Y 35 SH n 3512 SH NO. HOT. O W-r 352 SH •R (DPOgCH I� CLG. RIDGE O S6•x 1r4' VAULT. CLG. FIAT. CLG ; ARCH AVAILABLE i .N ELEVATION -C 6 TY ONLY.1 2-CAR GARAGE 29. W CIO. 91P-4' AFF. FASTENED ® EACH END rl (12)1MY1-1 7 O 3 rRESTREssED I16. 7 OVER14EAD r_8• + 15-0• 21'4• FRONT WALL PLAN: ELEVATION 'C & D' SCALE: ONT WALL FOUNDATION: ELEVATION 'C & D' SCALE: 24 x 36: 1/4' = 1'-0' 11 x 17: 1/6• = 1'-0' APPVD DATE VER. BY ' DESCRIPTION 10/03/05 4.0 1 TW 2004 FBC UPDATE MC 09111/06 5.65.Os MV/TW REVIEW / UPDATE PLAN TO 5.0 OLC 04/11/07 .wsOs TW 2004 FBC UPDATE W/ 05, O6 SUP OLC 06111/07 .16. TW MERGED WHETSTONE 6 SEI PLAN -130C ENGINEERING SIN osr2 07 .1-6-1w 6.1 ARCHITECTURAL/ ENGINEERING UDPATES SIN *SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES ram• r(MIN)REVEAL / TOM M!j GABLE] SECOND FLOOR FRONT WALL: ELEVATION 'C & D' 24 x 36: 1/4• = 1'-0' 11 x 17: 1/8• = 1'-(• . RTATA 10 pie , •• 8- PC LINTEL (FILLED W/+1) J5 CONE.) YID. OPENING (1n ) ROOF VENTING INFO. TYPE QUANTITY LINEAR FEET A6N) RIDGE VENT — 45 OFF -RIDGE VENTS 2 — SM MR WINDOW WIM LLONS AS SHOWN. —� 12 8 EXCEPT PORCH ROOF BANDING NOTE: ALL BANDING TO BE SCORE CUT, 1/2' WIDE x 114• DEEP, SMOOTH FINISH INSIDE SCORE LINES, UNLESS BOX BELOW IS CHECKED. ❑WHEN BOX IS CHECKED, REFER TO RAISED BANDING CUT SHEETS. � I,� i tiT TYP. I I 8 GABLE DECORATION: CENTER N GABLE FIELD ❑ OW PRESSURES FOR COMPONENTS Nrs AND CLADDING (Pr) OVERHANGS: ITT". EXCEPT S' ® GABLES. TAILCUM SQUARE ENTRY DOOR STYLE MAY VARY. SEE SELECTIONS FOR ACTUAL DESIGN. ARCH: TOP 0 IT ABV. WINDOW. •�'1 RECESS GABLE 421T(MIN) FROM ADJACENT COLUMN FACE SM. TEXT BAND, SEE NSW FOR 8' REVEAL TYPICAL EXTERIOR FINISH 1'4 TYP MEAN BUILDING HEIGHT e'ALU.6NUM ---------------------- FASCIA TYPICAL SEE A/53 FOR EXTERgR SM. TEA. BAND 74' FINISH SPECS 6' REVEAL �•I 1 TI'P. I .. W. DS REVEAL. TY F. __. 5.5:12 PORCH ROOF SLOPE .. FIBERGLASS SHINGLES. TYPICAL ARCH BAND: TOP O 16' ASV. DR _ A TOM. T.O.M. RH. FIXED GLASS 4• io ABV. W600W: H0. ® S6'ATIA .. 4 ® 6'd AFF. � O CAO FOR JUNCTION BOX �I on jEj OF OCOACH LIGHTS. % L TYPICAL v is' H QUOINS: r CUT BETWEEN EACH EI 1.�• m STARE POIM FOR O ®®®®® POINT ®® FOR QIIDWS. Y QUOIs TYPICAL. ? C AND 3 Y FIN.FLR FN.FLR. 1.H. ALUM. MEN 35 SM Ir2 WSH F.G. 3O66 FJVTRYD 16 x 7 O.H. GARAGE DOOR WHETSTONE ENGINEE LNG, INC. WVUNG. ABV W IT W S.L -37.1 �329 .37A SEE SHEET AIX �z �6.7 2004 53rd AVE E ON F 4203 J0.7 FOR FRONT FOR DETAILS CERTIFICATE 0 1 ON # 9298 TEXT. MtlN HDR: {' ARCH CH B ARBAD ABOVE REVEAL l. DOOR 6 S: {' S.P.FROM . TOP 0IT ABV. DR FROM FASCU �� (] FRONT ELEVATION'C' 2008 SCALE: 24 x 36: 1/4' = 1'-0• IIx17:1/6•=1'-0' L.JAS ERGER PE# 64003 0 cc�� w cn 7 C 7 (D `o > -p C m v N C O L NmO 0 0 U Ln C� R 03 a 0 LU Z F'•"1 H U) 0 Z Q w — I _ ✓ scSp � N Z O LU h Z O ly co 10 2 3 m _ ID c N O n /V r0 O Z O 5 Z O N WLu � F z a j o (L SHEET A3c. INISH FLIT_ —_�_ I — - I ___ _—_—_—_---__________l ____�__________—__--_____ FINISH GRADE 36' H. ALUMINUM PORCH RAILING. LEFT SIDE ELEVATION 'C' SCALE: 24 x 36: 1/4" = 1'-0' 11x17:1/8'=1'-0" FIBERGLASS SHINGLES ... TYPICAL 54 FUDGE VENT _ 7-0` i�ANSION JOINT ITYPI i 74r _.... TOP OF MASONRY _. Mlo-w& L �------- WEEP SCREED SEE ABED FOR EXTERIOR iy �-fj—OU- EOF OPNONAL sERVICE DOOR SEE SHEET A2 FOR 4 APPLICATION TO PLAN _--__—_--____U___________—_--______ __---- __ —______ RIGHT SIDE ELEVATION'C' SCALE: 24 x 36: 1/4" = 1'-0' 11 x 17: 1/8" = 1'-0" NO. I DATE I VER. DESCRIPTION APPVD 10/03105 4.0 TW 2004 FBC UPDATE MC 09111106 5.Ds.BS MV/TW REVIEW / UPDATE PLAN TO 5.0 04/11107 .m.os TW 2004 FBC UPDATE w/ 05,O6 SUP I.-,, A 06/11107 .1b. TW MERGED WHETSTONE 6 SEI PLAN - 130C ENGINEERINGA 08/20107 .1$.1 TW 6.1 ARCHITECTURAL I ENGINEERING LIDPATES FN. FLIT VENTS TOP OF TRUSS KNEEWALL 0 TOP OF MAS. m 4 FIN. RA —.._-- DENOTES DESIGN WINDOW PRESSURES FOR COMPONENTS AND CIAWYIG 1pf) ROOF VENTING INFO. TYPE QUANTITY LINEAR FEET (PAN) RIDGE VENT 45 OFF -RIDGE VENTS 2 — OVERHANGS ITTYPICAL EXCEPT S` 0 GABLES TNLCUTS: SQUARE FUDGE VENT GABLE DECORATION SEE DETAL THIS SHEET 12 61-751� REAR ELEVATION SCALE: 24 x 36: 114" = V-0" 11 x 17: 1/8" = V-0" Ejj�WtIE � 1N` DEEPDEE1ARE3. GABLE DECORATION: CENTER N GABLE FIELD BANDING NOTE: ALL BANDING TO BE SCORE CUT, 1/2" WIDE x 1/4" DEEP, SMOOTH FINISH INSIDE SCORE LINES, UNLESS BOX BELOW IS CHECKED. ❑WHEN BOX IS CHECKED, REFER TO RAISED BANDING CUT SHEETS. rERGEROPE# , INC. WHETSTONE E 2004 53rd AV9298 CERTIFICATE J L, JASO037 O U N a m N� �m LU Z O U co co i� Q ILI I/ o O i-1 O W J U LU W of- 0 rn O � � m O N O O N 4 N M O Q Z a O LN W o 0 LD Z j a SHEET A4c PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES ,n 4 r` RANGE HOOD OR MICROWAVE PER r _ _ _ _ _ _ _ _ _ _ _ , r — _ — _ _ _ _ — — — — _ , COMMUNITY SPEC' I OPTIONAL DESK THIS AREA I I OPTIONAL DESK SEE B ® RIGHT. I I 30'Hx 12'D I I I I WALL CABS 0 r4r AFF I I I I I I I I 24 SH I I 24 SH I ®® I I I I I 1 I I I I I I I • • o 4' HIMI I I I I O O 36'H x 24' D BASE CAB. TYPICAL. KNEE 3W REFRIG. SPACE 30' RANGE I I I I I I L_ _ _ _ _ _ _ _ _ _ _ J L _ _ _ _ _ _ _ _ _ _ _ _ J D1 KITCHEN ft RANGE p OPTIONAL DESK D RAISED 1 CENTER SUPPORTS 1-12' X 12- COUNTER BAR TOP 4' SPLASH AT 24' O.C. WRLASTIC LAMINATE 12, PLASTIC LAMINATE R BACKSPLASH KNEEWALL --- - 2X6 STUDS ® 16' O.0 q v NOTE: 2 X 6 P.T. 40'h AFF. KNEE WALL FOR LAMINATE COUNTER TOPS. BTM PLT. 42'h AFF. KNEE WALL FOR SOLID SURFACE COUNTER TOPS. BASE SEE SELECTIONS FOR COUNTER TOP TYPE- DBL SINK 24' DW w/ DISP. �C KITCHEN O SINK TYPICAL BAR SECTION D1 SCALE: N.T.S. `DROP SOFFIT 12' MIRROR MC. /, MC. TILE HEIGHT PER SPEC 4 1 L1 I I J 1 2 X 4 KW. 042'AFF .___ f________. w/ GLASS ABOVE 4' CURB MASTER BATH CAD SHOWER D1 Z 0 NO. I DATE I VER. " " I DESCRIPTION APPVD 10/03105 4.0 TW 2004 FBC UPDATE MC 09/11106 5.os.o5 MV/TW REVIEW / UPDATE PLAN TO 5.0 OLC A 04/11/07 .".os TW 2004 FBC UPDATE wl 05, 06 SUP OLC A06/11107 .ta. TW R MERGED WHETSTONE a SEI AN - 130C ENGINEERING SN A D820N7 5.1-mw TW 6.1 ARCHITECTl1RAL I ENGINEERING LAPATES SN PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES D1 F BATH 2 WALL TO CEILING _ 2'-8• r Y-0- ' ARCH AT VJTCHEN AD W f1PFN TO 1 .©. :: .: E Buoy' TOWEL BAR - -TILE HOT. F-Ur AFF MIN 42X60' -TEMP. GLASS GARDEN SHOWER ENCL. TUB — 2 x 4 K.W. TO—� 4; AFF wl GLASS ABOVE NOTE: 1/T HARDIBACKER IS REQUIRED 24' ABOVE GARDEN TUB DECKS AND ON TUB FACE. 1/IHARDIBACKER IS REQUIRED TO THE �_ GLS CEILINGRI FOR ALL SHOWER AND SHOWERTBS. NCL ABOVt' M a P. 74.. 4' W CURB. GLS. DR tES WALL TO- CLG. 7• 2-LIGHT WALL MOUNTED FIXTURE 41111 I MC. j OF I G POWDER BATH AD 4'-8• O � r SHOWER a 7 AFF i0 SHO R HEAD 7W AFT E1 DETAIL AT MASTER BATH SHOWER D1 INTERIOR ELEVATIONS SCALE: 24 x 36 - 3/8' = 1'-0' 11 x 17 - 3/16• = 1'-0' Zt W 2 • I 8 1�2�t• ARCH AT LMNG ROOM D1 Y 2'-8' �re7 94' I 3-4' 4D ARCH AT DINING ROOM Y o� N 3 1/2' 3 1/2' 1n 8 2'-4• �8- NOOD SILL Ni 2-1 /2• 4'-0• COLONIAL CASING 4'-0' NICHE DETAIL I NOTE: CABINET ELEVATIONS ARE INTENDED TO ILLUSTRATE LOCATIONS OF DOORS, DRAWERS, KNEE SPACES, FIXTURES, ETC. REFER TO SELECTION SHEETS FOR SPECIFIC INFORMATION ABOUT CABINET STYLES, MATERIALS AND COLOR OPTIONS. 0 tooV tcc+) wm— C C N Q lO r. 0 L v C o co 0 co•,ma O E4 4s E� U �to N m a" N„ m � U U O W Z U) 0 D i Q w o Z �:--$1 O i•�1 c3 W d' N 1 G D O 16 N 1` a0 O tG O [V I a z O z o O F gIn W Z a j Io a SHEET AD1 ENG. ROOF TRUSSES @ 24- 2NDFLR.CLG______________ O 60 2NDFLR_____ TOP OF MAS. _ Q 8"x B. x 16" C.M.U. WALL. m FIRST FLR_ — , ","- Z _ NAIL STRINGERS TO VERT. STUDS OF STAIRWELL W/(2) 16d NAILS AT EACH VERT. STUD LOCATION. LLANDING FOOTINGS PER (16) 9-1/2' TREADS FOUNDATION T-4" 81-8 1/2" W/1" NOSING TYP. PLAN 11 TREADS @ 9-1/2' EA SEE STAIR DETAILS ON SHEET AD3. BUILDING SECTION SCALE: 24 x 36 - 3/8' = 1'-W 11x17-3/16"=V-0" DATE I VIER. I ""'"" DESCRIPTION 10/03/0.5 4.0 TW 2004 FBC UPDATE 09/11I06 s.D-s.Ds MVrtW REVIEW I UPDATE PLAN TO 5.0 04111/07 s.as.os TW 2OD4 FBC UPDATE wl 05, D6 SUP 06111107 5.1b.w TW MERGED WHETSTONE d SEI PLAN- 130C ENGINEERING 0812D107 5.16.1w TW 1 6.1 ARCHITECTURAL I ENGINEERING UDPATES 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES 12' TYP. BOTH SIDES OF CLG. NOTE: MAINTAIN 6'-8" MIN. HEADROOM FROM LEADING EDGE OF ANY TREAD. 2x10 LEDGER ATTACED TO TRUSSES W/ (3)16d NAILS @ EA. INTERSECTION. ENG. ROOF TRUSSES 24" D.C. TABLE A FASTENER LOCATION UNIT SIZE # SCREWS PER SIDE LESS THAN 12" 1 EACH SIDE 12" TO 24" 2 PER SIDE 25" TO 36" 3 PER SIDE GREATER THAN 36' PER SIDE OR MORE DESIGNED THAN 5-TONS BY ENG. A/C PLAN DETAILS I I ENG.ROOF TRUSSES @ 24' D.C. L ENG.TRUSS 2x10 RAFTERS @ 16' o.c.. ATTACH TO LEDGER @ EACH END W/ (1) SIMPSON HUS28. UPSET HANGERS BY 1/2" & CUT BIRDSMOUTH @ EACH END OF RAFTER FOR PROPER HANGER APPLICATION. �� � Fp►AAl10N SlAS ' T OF COND. LW 3-1?THICK FSP CONCRETE SLAB S® PER AC MFRSSSPECIFICADOW. _.+ TOP' Of SLAB WHETSTONEf "w T Ord (IYPIGL)LOG PLAN PERTABLE"MTIFICAVOUILME DFL. JASO V4 SC W/ GASLLETED WASHER: ��INIIABER PER TIBI.E'A• �]1?THxX FlP ELEVATION CONCRETE SLAB SWED A/C PAD DETAILS SSE: N"]6-iN--,Vo ; , % �I jfltqj �a co NC2, m W g — � N O Q F v � O to m m C � � L N m D yo O H U a m N a m N� m � 12 U O U w Z y H Z) i Q 49 cz W 2 ~ u) F O W o of LU O • .--1 LU INS. 4201 # 920 m 3 o 16 N a o r 8 a 3 a Z O Z Z O K F O LU Z a j o a SHEET AD2 ISSUE HISTORY NO. DATE VER DFIVN DE5CRIPTION' APPVD 10/03/05 4.0 TW 2004 F6C UPDATE MC c 09/OBA76 5.0-5.05 MV/TW REVIEW / UPDATE PLAN TO 5.0 OLC 04/ 1 1/07 5.0-5.05 TW 2004 PHC UPDATE # 05, GG 5UP OLC e 06/1 1/07 5.1-G. TW MERGED WHETSTONE 4 5EI PLAN- 130C ENGINEERING 5N 9 08120/07 6.1-6.1 TW G.1 ARCHITECTURAL ENGINEERING UPDATES 5N V V I % `WL 1 VRVV 2-PLY BUC FORa dp OUTLINE OF WALLS ON HEADER SUPPORT (2)-2x8 HEADER FOR FIRST FLOOR' SUPPORT,goK MINIMUMR 2x4 LEDGER W/(3)-.131 00 (3)-2xl2 GUN NAILS AT EACH STUD STRINGERS, `^ TYPICAL LANDING g 1ST LEVEL 2x4 (MINIMUM) JOISTS SPACED ® 16" O.C. a '" ATTACHED TO BOTH s _ LEDGER AND HEADER W/ 6 T— LANDING SIMPSON LUS24 m s (3)-2x12 2ND LEVEL a STRINGERS, < %—SIMPSON TYPICAL I LUS24 w HANGER —SIMPSON L ENG. GIRDER TRUSS OR HUC28-2 (1)-2x12 HEADER HANGER 2-PLY BUC FOR HEADER SUPPORT (2)-2x8 HEADER FOR STRINGER TYP. SUPPORT LANDING FRAMING DETAIL SCALE: 24 x 36 - 1/2"=V-0" 11 x 17 - 1/4"=l'-O" (17) RISERS 36" H KNEEWALL ® 7-9/16" W/ lx6 WOOD CAP I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I •I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I 42"H I I I K/W j 12'- I /2" 30" WIDE WALL NICHE: W/ CAP I I I I ARCH TOP ® 8'-4" / (2nd I I I 1/11TREADs SILL ® 42" AFF. FLOOR) I I TrPIC S CENT. IN WALL FIRST FLOOR Li 1I'-9 1/2' STAIR DETAIL SCALE: 24 x 36 - 1/2"=V-0" 11 x 17 - 1/4"=1'-0" 9 1/r kF — I `lx4 SPACER Ix8 RISER 2,12 STAIN STRINGER 2xl2 TREAD (3 MINIIM) 2x4 PT LET IN BLOCK= W/(4}1/4x3-1/2 TAP CONS INSTALL ROOFING FELT CTAIP FRARAIAI(2 nr=TAll UNDER STRINGERS rc-1 r- 0 2x4 BUC FORESUPPORHEADER W/2-PLY w SLOPE K/W TO MATCH STAIR RISE (SHADED) WHETSTONE ENGINEER 2004 53rd AVE E B CERTIFICATE OFAIM 1 L. 0 U N a m N a m a� o iu W Z 0 N U Q N C'd w I° IZI t0 _ F- S a o J_ ESTI Q INC. RPITION 3 Q298 03 00 D7 RGER PE `—PROVIDE 1-1/2' BEARING. MINIMUM STAIR STRINGER SUPPORT DETAIL o o CO - o 64c 0jco 0 z 0 z p O F g W Q Z a a > o a SHEET NO. AD3 ISSUE HISTORY NO. DATE VER D1 DESCRIPTION' APPVD s 10/03/05 4.0 TW 2004 PBC UPDATE MC 6 01310 5.0-5.05 MV/TW REVIEW / UPDATE M-AN TO 5.0 OLC 0411 1 /07 5.0-5.05 TW 2004 P15C UPDATE 4 05, OG 5UP OL.0 e OG/ 1 1 /07 5. 1 -G.OW TW MERGED WHET5TONE 4 5EI PLAN - 130C ENGINEERING 5N e M2W7 G. I -G. I W TW G. I ARCHITECTURAL / ENGINEERING UPDATE5 5N FASTEN TRUSSES T WALL W/ HETAL20 12' MAX _ F'wl r 216 SUB 2x6 BLOCKING 0 48' O.C.lit/ —J 1n (3) 16d TOENAILS PER SIDE 1 — BLOCKING 0 4Ni QC. ./ 'h\ (3) 16d TOENAILS PER SIDE ' _ PACK BEAM CUT TO --J MDTH OF COLUMN �— 2'x4' 13LODOG 14• I SECTION B NOT TO SCALE 17\ 4 P J Tnr41 A11 f ST. AUGUSTINE FRONT PORCH DETAIL NOT TO SCALE 2'x10' CONTINUOUS ROM BOARD SILLPSON HUS28 ./ (2D) 1Dd x 3' NAILS — INTO VERTICAL TRUSS MEMBER TO SUPPORT RIDGE BOARD. / U N a m N a m con � o Z O x U) 73 0 Q (1) LSTA12 0 EA RAFTER ./ (10) 10d x 3' NAILS O RIDGE (TYP.) ��//t� U) 2'x8' RAFTERS 0 16' O.G ./ (4) 16d TOE NAILS 0 W Q I r3 ROM (TYP.) T 2 J H - w - (1) PLY 2X6 COLIFR TIE 0 _ ATTACHED ./ (16) 10d NAILS 0 EACH END a. WHETSTONE ENGINEE T IG, INC. SECTION A -A 2004 53rd AVE E Fjj 34203 NOT TO SCALE CERTIFICATE OF ZATIOR# 9298 J 2 no vu co 3_ s r Q N L. JASON BERGER E# 6440 3 C PACK OUT BOTTOM OF CABLE RAFTERS 1D CONCEAL FLAT CELNG /— Yx6' SUB FASCIA Z Z O o 2X6 COl1ER TE ./ Yx4' FILLER BIRD BOX FLUSH ./ COLUIN P.T. Yx1Y RAFTERS 0 GABLE ENDS ONLY ELEVATION VIEW B-B NOT TO SCALE i6 O F Z > o a CL SHEET NO. AD4 r% NOTES: UNLESS OTHERWISE NOTED: 1. ELECTRIC -AL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12' AF.F. (GENERAL( KITCHEN M'AF.F. BATHROOM 3B'AF.F. LAUNDRY ROOM 38'A.F.F. EXTERIOR WATERPROOF 12'AF.F. GARAGE GENERAL PURPOSE 42'AF.F. RANGE 7AF.F. 2. ALL TRIM PLATES AND DEVICES TO BE GANGED, WERE POSSIBLE. 3. ELECTRMJIL SWITCHES TO BE AT 42' CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE N STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION AND SONG OF ALL ELECTRICAL. WIRING AND ACCESSORIES. S. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY WPA 70A SMOKE DETECTORS SWILL BE INTERCONNECTED AND CAPABLE OF OPERATING ON EITHER AC OR DC (BATTERIES). S. ARC FAULT RECEPTACLES N ALL BEDROOMS PER FRC 2004 ELECTRICAL. SECOND FLOOR ELECTRICAL PLAN SCALE: 24 x 36 -1/4. = 1'-0' 11x17-1/6'=1'-V qp AF AF \ IRE Aw TO 1ST / (1 FLRSW. - II d FAN 1 PREDORE +;�.E R 0 NO. I DATE I VER. "'""I DESCRIPTION APPVD 10I03/05 4.0 TW 2004 FBC UPDATE MC 09/11/06 5.o5.os MV/TW REVIEW / UPDATE PLAN TO 5.0 OLC © 0M11/07 .o-s.os TW 2004 FBC UPDATE W/ 05,06 SUP OLC 06111ro7 .18. TW MERGED WHETSTONE & SEI PLAN -1 WC ENGINEERING SN /®11 A O6M=7 141.1 TW 6.1 ARCHRECTIRALIENGREERINGUDPATES SN 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES 4 SINGLE POLE SWITCH S2 DOUBLE POLE SWITCH t3 THWE-WAY SWITCH g4 FOUR-WAY SNATCH $DM DIMMER SWITCH CEILING FDITURE SCOUNCE }L� YyL➢ 110 VOLT DUPLEX OUTLET 110 VOLT SNATCHED OUTLET }VL AF 110 VOLT ARC FAULT OUTLET }4}LLP �y GROUND FAULT INTERRUPT �WP WEATHER PROOF Gn OUTLET 6 220VOLT OURLET ® SPEGAL SERVICES OUTLET T.V. OUTLET . TELEPHONE OUTLET 0 RECESSED LIGHTING O MOIbTUE RESLSTANT RECESSED LIGHITNG EYEBALL TYPE RECESSED LIGHTING MINIATURE RECESSED O LIGHT FD(TURE ELECTRICAL LEGEND: SMOKE DETECTOR VVV FLOODLIGHT -lUNG FANS u N STD. OPT. DBL 24- FLUOR FIXT. 1 WIDMSER o DSL 24' FLUOR. FDXT — 4S FLUOR FUR. 2 WA)IFFUSER DOL 4S' FLUOR FDCT. SINGLE 41 FLUOR FDCT. BATH FAN BATH FAH WI I — E-C. METER CHIMES DOOR BELL CHIMES 0-- DOOR BELLDISL 0 DISPOSAL HPREWIRE SPEAKER OJUNCTION BOX OTHERMOSTAT 0 ELECTRICAL ELECTRICAL PANEL PANEL EflINTERCOM SYSTEM O GARAGE DOOR PUSH wrroN 2-BULS WALL MOUNTER FD(TUiE 000 3-BULB WALL MOUNTED FIXTURE 0000 44LLB WALL MOUNTED FIXTURE 5BWALL 4MOUNTED FTXTUFE 000000 G-BULB WALL MOUNTED FIXTURE INCLUDED FIXTURES' WITH ELEVATIONS B. C 6 D ONLY. L_ SEE ELEVATIONS \ FOR COACH LIGHT \ PREWIRE LOCATIONS. FIRST FLOOR ELECTRICAL PLAN SCALE: 24 x 36 - 1/4' = l-(r 11x17-1/6'=l-W --rWm 2MAC SC. M W CaaV� W (h � 7 a CNI 0) O 1- a- C m CD O l9 Nmn. O 0 E� U N a to m O n UUm OU W u D i0 Q c RO F- c U a r� U U W J W 0 10 3 XD N O �8 c�I N Z 5 U N W FW- Z D- j o a SHEET El BEDROOM 03 BEDROOM$4 CARPETED CARPETED (12) (13) I LOFT STAINS (CARPETED) CARP (51) BATH 2 RI BEDROOMl2 CARPETED o---------------- o SECOND FLOOR FLOORING LAYOUT SCALE: 24x361/4.=1'-0' 11x17-- 1/8'=1'-W NO. I DATE I VER. "nrrn. DESCRIPTION APPVD 10/09/OS 4.0 TW 2DD4 FBC UPDATE MC 09111/06 s.os.os AAV/f W REVIEW / UPDATE PLAN TO 5.0 OLC © 04/11107 o-s os TW 2004 FBC UPDATE w/ 05.06 SUP OLC 06I11107 5.14.uw TW MERGED WHETSTONE 6 SEI PLAN- 130C ENGINEERING SN A 081=17 s.14.iw TW 6.1 ARCHITECTURAL / ENGINEERING LOPATES SN 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES FIRST FLOOR FLOORING LAYOUT SCALE: 24 x 36 -1 /4' = 1'-0' 11x17-1/8'=1'-0' f0 N co wAM 7 v ti m O r- Q � -O C � O � � � C 'O O ff N in d O F4 is 1+1 O U a W DO �( m O U W Z q ia0 Q a� 4 Cid W H 0 0 U 0 g Z 0 0 O J LL co ` tG O m O o N m N a Ob Q� Z O Z z o N Ill O w Z a > o a SHEET Fl SECOND FLOOR MECHANICAL PLAN SCALE: 24x36-1/4'=1'-0' 11x17-1/B'=1'-0' BEDROOM #3 BEDROOM #4 I I` \ R A LOFT BATH 2 BEDROOM #2 D DATE I VER. " n. DESCRIPTION 10103ro5 4.0 TW 2004 FBC UPDATE 09111/06 S.aS.DS MV/TW REVIEW I UPDATE PLAN TO 5.0 04/1127 s.o-e.DS TW 2004 FBC UPDATE wl 05,06 SUP 06111107 5,14.m TW MERGED WHETSTONE 6SEI PLAN -13DC ENGINEERING OW0107 s.iuw TW uARCHITECTURAL/ENGINEERING UDPATES 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES MECHANICAL LEGEND AH AIR HANDLER ZRETURN AIR -CEILING RETURN AIR - WALL ® AIR SUPPLY 0 THERMOSTAT ® FRESH AIR VENT BATH FAN FIRST FLOOR MECHANICAL PLAN SCALE: 24 x 36 - 1 /4' = 1'-W 11 x 17 - 1 /B' = 1'-0' 0 Go write N o r- > LL ^ C O�1 C Lo ai N r C L N DO D- 00 J 0 U a a N� m � to U U O lL Z g Q i� cn W o0 Um O 5 U Z Q U W 3 t0 0 GO-O O N m a tm Q z O :ijo g z o UJI Z - w > Q 0 DL SHEET m 1 4141 ENG. MONO ROOF — TRUSSES @ 24' O/C ELEV. 9'-4"AFF MAIN HOUSE WALLS FIN. FLR. REF. 2T-8N1 BAY �� EXTENSION 12 6 SECTION 0 BAY WINDOW SCALE: RSY 24 x 36 - 1/2" = 1'-0" 11 x 17 - 1/4" = 1'-0" DATE VER 1 " DESCRIPTION 1=3105 4.0 TW 2004 FBC UPDATE 09111/06 5.M.0S MV/TW REVIEW I UPDATE PLAN TO 5.0 04/11107 .D-s.o3 TW 2004 FBC UPDATE W105, 06 SUP 06/11107 i-e.aw TIN MERGED WHETSTONE A SEI PUN -130C ENGINEERING O6I201073 =iwTW IARCHRECTURALI ENGINEERING UDPATES 'SEE PLANS DATABASE UST FOR DETAILED DESCRIPTION OF CHANGES HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) ELEV. 8'-0' AFF. TOP OF BAY WALLS —DRIP - ALUMINUM FASCIA - RAKED ALUMN. VENTED SOFFIT - KNOCK -OUT BLOCK W/ (1) #5 CONT. FILLED 2/ 2500 PSI (MIN) ROOF VENTING INFO. TYPE GUANTRr LNEAR FEET aNN) RIDGE VENT — OFF -RIDGE VENTS 1 — FN. FIR FIEF. HECK BOX IF THE BAY OPTION APPLIES TO THE PLAN (SEE SHEET A2) 2M ,TER SDI a0.0 74 (10) m ----------------- O BAY: Clg @ B' ------- O U 6d x VW OPT. HIGH FG MD0 gCENTEREED day _-----_— •A lV ^i f zr ,+ 74r 11'-D• ti� "O '• V-O' AFF TOP OF MASONRY 0 RAY WALLS TYP. iB<" BAY SECTION PLAN VIEW OF MASTER SUITE wl BAY OPTION SCALE: 24 x 36 - 1 /4" = 1'-0" SEE A154D FOR EXTERIOR FINISH SPECS REAR ELEVATION WITH MASTER SUITE BAY OPTION SCALE: 24 x 36 - 114' = 1'-0• 11x17_118"=1'-0• NOTE: SEE SHEET Al & A2 FOR ADDITIONAL NOTES. '7 • MASTER SUITE Q IS-0, x lr-r C0 0 ■ (10) c v i i IUN- ■ ■ ■ ■ ■ ■ AFF TOP OF I MASONRY ®BADAr MA WALLS TYP. m_� m_�tt• a_� r-6• tr-o• r-a• i 6'�• SCALE: 24 x 36 - 1 /4" = 1'-0" 11 x 17 - 1/8" = 1'-0" m w WHETSTONE ENGINEE STIN , INI 2004 53rd AVE FL 3 202 IBNI ATII0N 4 929 K2008 L. JAS N BERGER PE# 640 0 $ id M ccllj co cc cl) r 0) O I- > O � 0 � � m m C 0 12 L N m d 0 0 rA N a N( a" of m N„ � U O" lu Z F- W Lu Q � fp W Ncd �• W oO 7 O V) z FXW W 4U •� m zz 0 a 0 m 12 3 10 0 0 o N�+I N W tm Q z O z O 0 H 5 a - j ~ a Z a SHEET osi SVR Lot 1 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. 11. WOOD FRAMING: 4.1 TRUSSES SHALL BE DESIGNED PER FRC 2004 AND TPI SPECIFICATIONS AND CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. BRACING SPECIFIED BY THE TRUSS MANUFACTURER (INTERNAL TO THE TRUSS SYSTEM) WITHOUT FASTENING INSTRUCTIONS SHALL BE FASTENED WITH 2-16d NAILS PER BEARING POINT AT CROSS BRACING, AND 10d NAILS - 8" O.C. ALONG STIFFENERS (I.E.: 'L' AND 'T' BRACING) AND 3-16d NAILS TOE -NAILED AT END BEARING CONNECTIONS. 4.2 TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE'S (TPI) BSCI 1-03. 4.3 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) MINIMUM U.O.N. 4.4 ALL LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SP (MIN), STUD SPACING AT 16" O.C. WITH DOUBLE TOP PLATE. TOP PLATE JOINTS SHALL BE LAP -SPLICED A MINIMUM OF 48" AND FASTENED WITH 15-16d NAILS. 4.5 ALL NON -LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SPF (MIN), STUD SPACING AT 16" O.C. III. MASONRY: 3.1 MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 (CURRENT). 3.2 MORTAR FOR ALL MASONRY WALLS SHALL CONFORM TO ASTM C 270, TYPE M OR S. 3.3 ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS CONFORMING TO ASTM C-90 (fm=1,350 PSI (MIN.)). 3.4 GROUT SHALL CONFORM TO ASTM C 476. 3.5 USE FINE GROUT FOR COLLAR JOINTS 1" WIDE OR LESS AND WHEN GROUTING CELLS OF HOLLOW MASONRY UNITS, WITH OR WITHOUT VERTICAL REINFORCING. USE 3000 psi FINE GROUT (3/8" AGGREGATE MAX.) WHEN GROUTING BOND BEAMS & PRECAST UNITS. 3.6 CONVENTIONAL REINFORCING BARS (VERTICAL & HORIZONTAL) SHALL CONFORM TO ASTM A 615 GRADE 40 (MIN.), DEFORMED. 3.7 PROVIDE CLEAN -OUT OPENINGS FOR EACH GROUTED CELL. 3.8 ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON FACE SHELLS. IV. FOUNDATIONS: V. WIND LOAD NOTES: 5.1 DESIGNED PER FRC 2004 (2004 W/ 05 & 06 SUP) & ASCE 7-02 5.2 BASIC WIND SPEED = 120 MPH (3 SEC. GUST) 5.3 WIND IMPORTANCE FACTOR = 1.0 5.4 BUILDING CATEGORY = II 5.5 WIND EXPOSURE CATEGORY = C 5.6 INTERNAL PRESSURE COEFFICIENTS (GCpi) = 0.18 5.7 EXPOSURE CATEGORY = ENCLOSED 5.8 ROOF DEAD LOAD: (USED TO CALCULATE UPLIFT RESISTANCE) = 11.8 PSF 5.9 ROOFING SYSTEM = FIBERGLASS COMPOSITE SHINGLES 5.10 COMPONENTS & CLADDING (GCp) (ROOF): ROOF ZONE 1, NEGATIVE _ -1.00 ROOF ZONE 2, POSITIVE = 0.30 5.11 ROOF MATERIAL WIND RESISTANCE RATING = FASTEN SHINGLES IN ACCORDANCE WITH FRC 2004 AND WITH ASTM D 3161 5.12 COMPONENTS & CLADDING (GCp) (WALLS): SEE ELEVATION SHEETS 5.13 MAX. NET UPLIFT PER TRUSS BEARING CONNECTION = SEE TRUSS LAYOUT. 5.14 MAX. NET UPLIFT PER GIRDER BEARING CONNECTION = SEE TRUSS LAYOUT. 5.15 FACTOR OF SAFETY AGAINST OVERTURNING = 1.5 2.1 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO ACI 301 5.16 EXTERIOR SHEATHING: FASTEN 15/32" WINDSTORM SHEATHING TO FRAMING WITH 8d NAILS (CURRENT), SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI OR 0.131" P-NAILS AT 6" O.C. ALONG THE TOP AND BOTTOM PLATES, 6" O.C. ALONG PANEL 302 (CURRENT), GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCTION, AND EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. ALL EXTERIOR SHALL EXTEND FROM THE ACI 318 (CURRENT), BUILDING CODE REQUIREMENTS FOR REINFORCED BOTTOM PLATE TO THE TOP MEMBER OF THE TOP PLATE. CONCRETE. 2.2 CONCRETE SUPPLIER SHALL PROVIDE A MIX RESULTING IN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, f'c=2,500 PSI AS MEASURED BY TESTING CYLINDRICAL SPECIMENS PER ASTM C-39. 2.3 SUB -GRADE SHALL BE FREE OF ALL VEGETATION AND ORGANIC MATERIALS. 5.17 WOOD -FRAME SHEARWALLS: FASTEN 15/32" WINDSTORM SHEATHING TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 3" O.C. ALONG THE TOP AND BOTTOM PLATES, 3" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2x4 BLOCKING EDGEWISE ALONG HORIZONTAL PANEL JOINTS. SHEARWALL ENDS SHALL BE DOUBLE STUDS FASTENED TO BOTTOM PLATE WITH ONE (1) SIMPSON LTT20 TENSION TIE WITH A 1/2" EPDXY SET ANCHOR BOLT WITH A MANUFACTURER'S PULL-OUT CAPACITY OF 1,750 POUNDS (MIN). FASTEN TENSION TIE TO DOUBLE STUDS WITH 10-16d NAILS. 2.4 MINIMUM FOOTING COVER SHALL BE 12" BELOW FINISHED GRADE. 5.18 ROOF SHEATHING: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING 2.5 A LAYER OF 6 MIL. POLYETHYLENE SHEATHING SHALL BE PROVIDED AS A WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG FASCIA, 4" O.C. ALONG PANEL EDGES VAPOR BARRIER UNDER THE SLAB. AND 6" O.C. ALONG INTERMEDIATE SUPPORTS. 2.6 SUB -GRADE SHALL BE MOIST DURING CONCRETE PLACEMENT. 5.19 ROOF DIAPHRAGM: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 4" O.C. ALONG DIAPHRAGM BOUNDARY (FASCIA), 4" O.C. 2.8 CONTRACTOR SHALL ENSURE THAT CONCRETE COVER TO REBAR IN THE ALONG PANEL EDGES, 6" O.C. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2 x 4 BLOCKING SLAB IS IN ACCORDANCE WITH ACI 318 (CURRENT). EDGEWISE ALONG HORIZONTAL PANEL JOINTS. a. CONCRETE CAST AGAINST EARTH = 3" COVER 2.9 SAW CUTTING SHALL BE IN ACCORDANCE WITH ACI 302 (CURRENT). SAW CUTTING SHALL TAKE PLACE AS SOON AS THE CONCRETE SURFACE IS FIRM ENOUGH NOT TO BE TORN OR DAMAGED BY THE CUTTING BLADE. 2.10 ASSUMED SOIL BEARING CAPACITY IS 2000 LBS PER SQ. FT REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA Wt%%GN T1�ENij NG !NG. 05 & 06 4de¢SMEEMAME 2P3 ALL OTHER,Q@ft!WWTE AL3298 THE RESPONSIBILITY OD TRACTOR L. JASON BERGER, F E A. 4Q� ERGER PbE64003 U c � � w 0O W 1 ' ` U) � O Z w W J Q � N W U 0 Cd o z n •� z 6==Mmm=b mom SHEET NO. S-1 SVR Lot 1 Block 2 8" C.M.U. 2x4 SPF STUDS FINISH INSULATION PER ELEV. 25" LAP MIN @ 16" O.C. 1 #5 DOWEL FINISH FLOOR TYPICAL 3-1/2" 1/2" GYPSUM BOARD EXPANSION JOINT +�— 10" 3-1/2" (1) #5 BAR CONT. CONC. SLAB 3-1/2" STEP = CONC. SLAB FINISH GRADE —�cv 3-1/2" CONC. SLAB —'r"' CONC. 1\ CD z FINISH GRADE _ 00 -iN 4" - 8„ 41 (2) #5 BARS CONT. ' .. 2 1'-4" 3" F-0. 1 —4 2 #5 BARS CONT. 2 #5 BARS CONT. A EXTERIOR MASONRY WALL FTG B THICKENED SLAB EDGE C THICKENED SLAB @ GAR. (NON -BRIG.) D EXTERIOR DOOR SILL S- SCALE: N.T.S. S- SCALE: N.T.S. S— SCALE: N.T.S. S- SCALE: N.T.S. VERTICAL WALL REINFORCEMENT (1) #5 DOWEL PLACED TO 25" LAP MIN. MATCH VERTICAL WALL 1 #5 DOWEL REINFORCEMENT (LAP 3-1/2" CONCRETE SLAB w/ SPLICE = 25" MIN. ) FIBERMESH (f'c = 2,500 psi (MIN.)) 3-1/2" CONC. SLAB 14-1/2' FINISHED FLR., 8" C.M.U. DRIVEWAY o 3-1/2" CONC. SLAB FINISH PER. ELEV. 13" x Q W Z 8"x16" CONCRETE FOOTING ;... FINISH GRADE o N w/ (2) #5 BARS CONT. rr , 24"x24"xl6" FTG (f'c=2,500 PSI (MIN.)) EXPANSION JOINT 00 ` w/ (3) #5 BARS @ 8" O.C. E.W. #5 BARS CONT. CLEAN COMPACTED, TERMITE 2'-0" NOTES: 1 —4 TREATED STRUCTURAL FILL E GARAGE DOOR RECESS FREE OF ALL DEBRIS MASONRY COLUMN FOOTING 1. GROUT CELLS SOLID BELOW FINISHED FLOOR. S— SCALE: N.T.S. 2. FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL S— SCALE: N.T.S. REINFORCEMENT SHALL BE CUT—OFF AT FINISHED FLOOR ELEVATION F 1/2" GYPSUM BOARD OPTIONAL STEMWALL FOOTING 1/2"0 x 8" ANCHOR BOLT 2x4 SPF STUDS 2x4 SPF STUDS @ 16" O.C. S— SCALE: N.T.S. 25" LAP MIN @ 16" O.C. w/ 2" WASHER @ 18" O.C. 5/8"0 x 8" 8" C.M.U. 1 #5 DOWEL 1/2" GYPSUM BOARD SIMPSON TITEN HD FINISH PER ELEV. INSULATION ANCHORS @ 18" O.0 3-1/2" CONC. SLAB 3-1/2" STEP 3-1/2" STEP � 3-1/2" CONC. SLAB COLD JOINT -�- (2) #5 BARS CONT. 2 #5 BARS CONT. (2) #5 BARS CONT. H FOOTING @ INTERIOR BEARING MASONRY WALL FOOTING @ PATIO K THICKENED SLAB @ G T I S- SCALE: N.T.S. S- SCALE: N.T.S. S— SCALE: N.T.S. 2004 53rd AVE E 8 FL CERTIFICATE OF Z � REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) L. JASON BERGER, P.E. DATE ��$ (w/ 05 & 06 SUPPLIMENTS) & ASCE 7-02. ALL OTHER DESIGN PE# 64003 ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. L. JASO BERGER PE# 64 - 0 SHEET NO. # 2 8 S-2 SVR Lot 1 Block 2 REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR NO SHEATHING JOINT HERE ROOF DIAPHRAGM NAILING SPECIFICATIONS. 2x SYP 'L' BRACINGS @ 24" O.C. SEE TRUSS ENGINEERING FOR SIZE, 2X6 SPF w/ (2) ROWS OF 12d EXTERIOR EXTERIOR LOCATION, AND ATTACHMENT NAILS @ 12" STAGGERED (EACH FINISH ROW) #5 VERT. WALL REINF. 3" MIN. 1/2" J-BOLTS w/ 2X_ BLOCKING (LADDER FRAMING OR GROUT CELLS SOLID 2"0xl/8" WASHER SPACED 6 PACKOUT) @ 32" O.C. @ 18" O.C. FASTEN w/ (2) 12d NAILS (5 PER SIDE MIN.) o TOE -NAILED PER CONNECTION a• 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" O.C. TOP I • & BOTTOM FIRST FOUR (4) FRAMING BAYS o GARAGE DOOR MIN. @ GABLE ENDS (TYP.) FASTEN TO TOP FASTEN 7/16" APA RATED SHEATHING & BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END I TO GABLE END FRAMING w/ 8d NAILS 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG 10 INTERMEDIATE SUPPORTS 2x8 P.T. #2 SYP JAMB g" 3-COAT STUCCO FINISH. o APPLIED PER ASTM C 926 TRACK/BRACKET FASTEN INTERIOR ATTACH GABLE TRUSS TO PER MANUF. SPECS. PLATE WITH 161 @ 4" O.C. STAGGERED 2x4 #2 SYP NAILED TO BLOCKING w/ 16d B GAR. DOOR TO BLOCK ATTACHMENT DETAIL 1/2" S.R. GYPSUM BOARD NAILS @ 6" O.C. FOR GABLES OVER 24' LONG PLACE SHEATHING FLUSH S-3 SCALE: N.T.S. DRYWALL SCREWS @ 12" ox. (2) 2x6 P.T. SILL PLATE WITH 1/2"0x12" w/ MASONRY @ CLG. & 16" ox. @ WALLS "J" BOLTS @ 24" O.C. MAX A GABLE END DETAIL S_3 SCALE: N.T.S. 2x6 SY NAILS 4 FASTEN ROOF SHEATHING w/ 8d NAILS @ 6" EDGES, 12" IN FIELD & 4" O.C. ALONG NAILER ENG. TRUSS END. RAFTER C VALLEY —SET ATTACHMENT DETAIL S — 3 SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DESIGN ELEMENTS SHMt�_PWG, BE THE RESPON!WRMftNQFEN INC. 2004 53rd AVE N FL 34203 CERTIFICAT A IZAT ION # 9298 L. JASON BERGER, P. DATE PE# 64003 3 2008 WU z ZC of �&d W� r z w V] � W O W W Q � a Z W 0 - w Q Cd o a. z Z 3 g N 5 a SHEET NO. S-3 SVR Lot 1 Block 2 ENG. ROOF TRUSSES TRUSS ANCHOR ROOF SHINGLES @ 24 SEE ROOF FRAMING PLAN SEE NOTES 5.18 & 5.19 SHEET S-1) FOR R00 NAILING SPECIFICATIONS STUCCO FINISH. APPLIED PER ASTM C 926 25" MIN. LAP SPLICE PROVIDE INSPECTION HOLE @ EACH DOWNPOUR APPROX. GRADE PROVIDE 12" MIN. COVER SEE FOUNDATION PLAN FOR SIZES �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"x8"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 #5 (MIN.) DOWEL L EPDXY -SET w/ SIMPSON r SET EPDXY (OR EQUAL) W/ 6" MIN. EMBEDMENT r L< DRILL 3/4"Ox6" DEEP (MIN.) HOLE INTO EXISTING r FOOTING MAINTAIN 5" (MIN.) EDGE DISTANCE F . . a , • - �- .• T - RY 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 ° . I 1-1/2" TYP. CLEAR ° I SLOT @ 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 SUPPLIM %,- ALL OTHER DE���FI I THE RESPONSI 08 lG,IN 3420 # 92 L. JASON BERGER, P.E. / TE PE# 64003 L, JASON 9ERGER PE# 64003 WLj z C M1-1 z w SHEET NO. SA SVR Lot 1 Block 2 1/2" DRYWALL 3/4" T & G PLYWOOD NAILED & GLUED TO TRUSS QHORDS. NAIL W 8-d NAILS AT 12" 0 C 2ND FLR LINE in U ~ - 2 X 4 NAILERS 0 o TYP. BETWEEN O TRUSS CHORDS. m U m� w; a BOTTOM CHORD OF TRUSS — SECOND 7/16" O.S.B. DRAFTSTOP NAILED TO FACE OF WEB BOTTOM CHORD: SPACE AT 400 SF AREAS OF SECOND FLOOR VING AREA 3/4" T&G FLOOR DECK / TRUSS BOTTOM CHORD R ROOF SHINGLES 12 (TYP) VARIES (SEE 7/16" APA RATED SHEATHING FAS� PERPENDICULAR TO FRAMING W/8d ®6" O.C. ALONG PANEL EDGES AND O.C. ALONG INTERMEDIATE SUPPORTS 2x4 SYP VERTICAL BLOCKING BETWEEN RIBBON BOARD AT EACH TRUSS HEEL. INSULATION 7/16" APA RATED SHEATHING SEE NOTES 5.18 & 5.19 (SHEET S-1) FOR ROOF NAILING SPECIFICATIONS PRE ENGINEERED WD TRUSS @24" O.C. U.N.O. 1/2" HIGH STRENGTH DRYWALL /­15 LB ROOFING FELT / (SHINGLES) NOTE: ALL PENETRATIONS 1X2 PT WD FURRII THROUGH DRAFT STOP @16" O.C. MATERIAL MUST BE SNUG -FITTING. SEAL PENETRATIONS WITH POLYCELL FOAM. #5 REBAR R4.1 MIN. INSULATION ON EXT. BLOCK WALLS -8-d NAILS/ AT 6" O/C 7/16" O.S.B. DRAFTSTOP CUT TO- FIT AND INSTALLED BETWEEN EA TRUSS VERTICAL R19 MIN. - INSULATION 1/2" HS DRYWALL CLG. 1X2 PT WD FURRING @16" O.C. 1/2" GYPSUM - WALLBOARD U.N.O. 3 1/2" 2500 PSI CONC SLAB W/ 1X4 P.T. BASE FIBER MESH ON 6 NAILER MIL V.B. LAPED & BASEBOARD TAPED. 6 MIL VAPOR BARRIER A TYPICAL 1.5 STORY WALL SECTION -4 SCALE: N.T.S. 15 LB ROOFING FELT (SHINGLES) DRIP EDGE 2x6 SUB FASCIA W/ FASCIA & SOFFIT 2 X 4 RIBBON JOIST ®TOP ANC BOTTOM FASTEN TO TRUSSES USING (3) 16d NAILS ® EACH TRUSS —a" 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 SEE ROOF PLAN FOR TRUSS FASTENER K.O. BLOCK BOND BEAM POUR SOLID W/ 1 - #5 BAR CONT. EACH MIN. LAP =25" FILL W/ 3000 psi CONCRETE. C.M.U. TYPICAL STUCCO FINISH. APPLIED PER ASTM C 926 (1) #5 VERT. IN FILL CELLS SPACED PER FOUNDATION PLAN ' EMBED ACI STD HOOK 6" IN BOND BEAM GROUT CELLS SOLID INSPECTION PORT AT EACH FILLED CELL TYP. STD. 90' HOOK (SEE DETAIL) —APPROX. GRADE. PROVIDE 12" FOOTING F COVER (MIN). PLASTER STOP EXPANSION DETAIL SEE FOUNDATION PLAN FOR FOOTING SIZE CLEAN POISONED AND COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DESIGN ELEMENTS SHALL BE THE RESPONSIMSWORE ENGINE 2004 53rd AVE T F � o w Z F_ u C)UJI W K U J J Q � � w 5 o_ 0 o Z O Lq z a CERTIFICAT F IZATION 1218 L. JASON BERGER, P.E. TE PE# 64003 2008 SHEET NO. SA D 3 L. JAS N BERGER PE# 64003 SVR Lot 1 Block 2 2x6 'L' BRACI 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" o.c.. FOUR FRAMING BAYS MIN. @ GABLE -ENDS (TYP.). 2x4 SPF (MIN) W/ (2) ROWS OF FASTEN W/ (3) 16d NAILS 16d NAILS @ 12 (TOENAILED) EACH END. STAGGERED (EACH ROW). SEE NOTES FOR ROOF NO SHEATHING DIAPHRAGM NAILING R-19 (MIN.) JOINT HERE. SPECIFICATIONS. FIBERGLASS INSULATION. 2x6 FIRE -STOP LEVI 2x6 SPF UB- LEDGER. ATTACH W FASCIA NAILS AT EACH 'T' E INTERSECTION. n n n n n n n @ 32 Po BLOCKING 2x6 SYP 'L' BRACING @ EACH VERTIC WEB. FASTEN TO GABLE -END STUDS W/ 1Od NAILS @ 8" O.C. —� PRE-ENGINEERED TRUSSES @ 24" O.C. 1/2" S.R. GYPSUM BOARD w/ DRYWALL SCREWS @ 12" O.C. @ CEILING & 16" O.C. @ WALLS (2) 2x6 P.T. SILL PLATE w/ 1 /20" x 12" "J" BOLTS @ 23" O.C. MAX i" 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 FASTEN 7/16" APA RATED SHEATHING TO GABLE -END FRAMING W/ 8d NAILS @ 6" ox. ALONG PANEL EDGES & 12" O.C. ALONG INTERMEDIATE SUPPORTS. 2x4 FLOOR JOIST BUILT INTO ROOF TRUSSES. ATTACH GABLE TRUSS TO PLATE w/ 16d @ 4" O.C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY 2x6 SPF (MIN) LE' 'L' BRACING USING NAILS AT EACH INl 3/4" T&G SHEATHING GLUED & NAILED W/ 8d NAILS @ 6" o.c. EDGES & 12" o.c. ALONG INTERMEDIATE SUPPORTS. PROVIDE 2x4 BLOCKING EDGE -WISE @ PERIMETER FASTENED W/ (3) 12d NAILS (TOENAILED) @ EACH END. A GABLE -END DETAILS -4 SCALE: N.T.S. TOP VIEW GABLE -END WINDOW FRAMING REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DESIGN ELEMENTS SHALL THE RESPONSIqWffSNETIIwagm31NG.1 2004 53rd AVE E ON FL 342 CERTIFICATE T R ION # 9 L. JASON BERGER, P.E. A PE# 64003 2008 U CA V� W� z w J H � Lu W C7 W O LL LL W J/y� 7 W W t � a c� 0 a } o O H g Ln r-I SHEET NO. SA E L. NOTE: CONTRACTOR SHALL REFER TO THE FINAL TRUSS ENGINEERING PACKAGE FOR CONSTRUCTION. UPLIFT VALUES TPA T MEET OR EXCEED 1000# AND REACTIONS THAT MEET OR EXCEED 3000# ARE SHOWN AS NOTED. THE VALUES ARE BASED ON THE ENGINEERED TRUSS LAYOUT AS PROVIDED BY THE MANUFACTURER. ROOF FASTENER LAYOUT ELEVATIONS 'B & C' WI TH BA Y WINDOW A T MASTER BEDROOM CALF: N.T.S ROOF FASTENER LEGEND OSIMPSON HETAL20 w/ 15-10d x 1-1/2" NAILS 1 TYP. @ MASONRY CONNECTIONS. OSIMPSON H3 w/ 8-8d NAILS. ODOUBLE SILL PLATE. SEE DETAIL THIS SHEET O(2) SIMPSON HETA20 w/ 10-10d x 1-1/2" NAILS. O2X10 RAFTERS ® 24" O.C. OSIMPSON H10 w/ (8) 8d NAILS ATTACHED TO RAFTER 9 & PLATE, TYPICAL ® WOOD CONNECTIONS 1 (2) SIMPSON HTS20 w/ 20-10d NAILS. SIMPSON MGT w/ THRU BOLT TO SIMPSON 1 3 PHD5 ATTACHED TO STUD COLUMN BELOW. DENOTES P M EE NOTE 5.19 SSHEEETS-1 FOR NAILING ATT S l�/�' V dsa"o Gssi so �° x s�i° 110 (2) 2x6 P.T. SILL PLC WITH 1/2"Ox12" "J" BOLTS nH 24" O.C. M-11 ATTACH GABLE TRUSS TO PLATE WITH 16d 4" O.C. STAGGERED PLACE SHEATHING FLUSH w/ MASONRY DOUBLE SILL PLATE DETAIL SCALE: N.T.S. WHETSTONE ENGIN ESTING, INC. 2004 5311 AVE T FL 34203 CERTIFICATE JT AT k 9298 SEE SHEET S-1 SEC. 5.18 AND 5.19 FOR ROOF SHEATHING NAILING PATTERN N 2008 11J w Z_ ''^^ v1/ J 0 'V S2 � � < tl W�� 7 F- 3 a F O g cn cn Z) SHEET NO. S-5D L. JASA BERGER PE# 64003 SVR Lot 1 Block 2 SIMPSON SPH4 @ 24" O.C. w/ (12) 10d x 1-1/2" NAILS EACH SIDE DOUBLE SPF TOP PLATE LAP JOINTS 48" (MIN.) w/ (15) 16( SIMPSON SPH w/ (12) 10d NAILS TYP. SIMPSON SPH4 w/ (12) 10d x 1-1/2" NAILS EACH END OF HEADER SIMPSON LSTA24 w/ (18) 10d NAILS (1 EACH END OF HEADER) 2 X 4 SPF (MIN.) STUD GRADE OR BETTER STUDS ® 16" O.C. 5/8"0 x 8" SIMPSON TITEN HD ANCHORS ® 18" O.C. FOR BEARING WALLS WITHOUT A SLAB STEPDOWN M SEE TRUSS LAYOUT FOR SPLICE TRUSS CONNECTORS NAILS SEE FLOOR PLAN FOR HEADER SIZE FRAME —DOWN TO OPENING IF REQUIRED. ( I FASTEN STUDS w/ 12d NAILS @ 6" 0.CI 2X_ SPF MID —POINT BLOCKING TYP. DOUBLE JACKS (tYP•) e . e . a v d.. SIMPSON HTT16 w/ (18) 16d NAILS AND 5/8"0 x 7" EPDXY —SET THREADED ROD USING SIMPSON SET EPDXY \SEE FOUNDATION PLAN SIMPSON SPH W/10-10d NAILS TYP. FOR FOOTING SIZE LOAD-BRG. INTERIOR STUD PARTITION DETAIL SCALE: N.T.S. REFER TO DETAIL A, SHEET S-6B FOR MASONRY ATTACHMENT WHEN REQUIRED. N DOUBLE SPF TOP PLATE LAP SPLICE JOINTS 48" (MIN.) w/ (15) 16d NAILS FLOOR TRUSSES SEE FLOOR PLAN FOR HEADER FRAME —DOWN TO OPENING IF REQUIRED. III FASTEN STUDS w/ 12d NAILS @ 6" O.C. 2X_ SPF MID —POINT BLOCKING TYP. DOUBLE JACKS (tYP•) e e e d. vd � e d 2 X 4 SPF (MIN.) STUD GRADE OR BETTER STUDS ® 16" O.C. SEE FOUNDATION PLAN FOR FOOTING SIZE LOAD-BRG. INT. STUD PARTITION DETAIL WO UPLIFT, SCALE: N.T.S. 00 rnCn N vM~i Y a G. C a J Q 0 W w w F— W 0 J J J a � z w f C7 Z �1 CIS WV m Q • r� Oa J REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDEIw� E ESTING I C FLORIDA5&0 BUILDINSUPP� DIFO r F TON FL 34 0 05 & 06 SUPP ALL OTHER DESI L TION # )218 THE RESPONSIBILITY OF THE.. TOR L. JASON BERGER, P.E. /ATE PE# 64003 SHEET NO. S-6 SVR Lot 1 Block 2 1 /2" x 8" 'L' BOLT ® 24" O.C. VERTICAL SPACING. SEE TRUSS LAYOUT FOR DOUBLE TOP SPF PLATE LAP SPLICE JOINTS TRUSS CONNECTORS 48" (MIN.) w/ (15) 16d NAILS z Mi SIMPSON SPH w 12 10d NAILS TYP. I ii 2 X 4 (MIN.) STUD GRADE OR 2x_ SPF STUD SEE PLAN BETTER STUDS @ 16" O.C. FOR WALL SIZE 111x8 PT BUCK 2X_ SPF MID -POINT BLOCKING TYP. V _Z 5/8"0 x 8" SIMPSON TITEN HD ANCHORS 18" O.C. FOR BEARING WALLS WITHOUT A SLAB STEPDOWN n a v °d a� SIMPSON SPH W/10-10d NAILS TYP. HEIGHT VARIES 1/2" x 8" 'L' BOLT ® 24" O.C. VERTICAL SPACING. 2x SPF STUD 1x8 PT BUCK SEE SHEET 1 FOR WALL SIZE h�iOIlOUN00110 EXTERIOR REINFORCED CELL SEE FOUNDATION PLAN FOR FOOTING SIZE LOAD BRIG. FRAME TO MASONRY ATTACHMENT DETAIL SCALE: N.T.S. TOP VIEW REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 00 cn en W � � M -- N cat � O g� a � Q � O w Q Q � Lu Z Q a U W LU LU m Ct & O U 3 LLI Q • r� Z s a 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DESI%EIf STIN , NC. SHEET NO. THE RESPONSIBILIJO Sr FL 4 03 CERTIFIC ORIZATION 98 n_6 L. JASON BERGER, P.E. 2008 ^ PE# 64003 B L. ASON.BERGER PF# Fan z SVR Lot 1 Block 2 3-1/4" x 1 /4" TAPCONS @ 2 x8 W/(4) 8" O.C. STARTING 2" FROM 1Od TOE NAILS EACH EDGE TYP. p EACH END (typ.) LINTEL (1) SIMPSON A35 Q OPEN EACH 90 DEGREE FRAMING INTERSECTION 2x8 PT SYP w/ 8d NAILS TYP. PERIMETER TYP. 2x8 SYP CUT INTO 4" LENGTHS BETWEEN 7/16" APA RATED SHEATHING. SHEATHING w/ (2) 10d ATTACH TO LATERAL FRAMING NAILS EACH SIDE TYP. W/10d NAILS AT 4" O/C 3 1 /4" x 1 /4" TAPCONS 8" o.c. STARTING 2" FROM EACH EDGE (typ.) 2x8 SYP CUT INTO 4" LENGTHS BETWEEN SHEATHING W/ (2) 10d NAILS EACH SIDE (typ.) 7/16" APA RATED SHEATHING. ATTACH TO LATERAL FRAMING W/10d NAILS AT 4" O/C LINTEL OPEN 7/16" OSB SHEATHING W/ 10d TOENAILS @ 4" o.c. INTO ALL INTERSECTING MEMBERS U.N.O. ARCH MUL TIPLE WINDOW FRAMING ELEVS. 'A' 'C' & 'D' SCALE: N.T.S. 2 x8 W/(4) 10d TOE NAILS EACH END (typ.) LINTEL OPEN 2x8 PT SYP 0 PERIMETER (typ.) (1) SIMPSON A35 Q EACH 90 DEGREE FRAMING INTERSECTION W/ 8d NAILS (typ.) LINTEL ARCH MUL TIPLE WINDOW FRAMING ELEV. 'B' SCALE: N.T.S. OPEN 7/16" OSB SHEATHING W/ 10d TOENAILS @ 4" o.c. INTO ALL INTERSECTING REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASC 7-02 ALL OTHER THE RESPOft dE �h�ESA�IG, TftwLc10ERTIFW�ir CAT RIZATION # L. JASON BERGER, 2 3 M PE# 64 3 ON BERGER PE# 64003 LU I 0 W F -- � Ix 20 20 �� ,p 2_z • V$ W ui aj o F- a O to • � O uJ Q a LrJ Y SHEET NO. SVR Lot 1 Block 2 PIGGYBACK TRUSS NAILED TO SIDE OF EXISTING TRUSS USING 12d NAILS ® 3" O.C.. PURLIN BRACING AS SPECIFIED BY TRUSS ENGINEERING. PIGGYBACK CONNECTION @ MAIN TRUSS SPAN SCALE: N.T.S. ;GYBACK SITS ON TOP OF GABLE D TRUSS. 2x8 SYP SCAB TO INSIDE FACE ONLY. ATTACH SCAB USING 12d NAILS ® 3" O.C. INTO ALL INTERSECTING MEMBERS. B PIGGYBACK CONNECTION @ GABLE -END -6 SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DESAW0AWG THE RESPONSIBILII"AOiPGSrVXVECLW, CERTIFICATE OF AACRIV L. JASON BERGER, P.E. PE# 64003 L. JAS coo F- W W C C O R W W � � U a J Q Q '^ ( / 2 N Z) C� O 2 � � Z 1 Q$:� co• .� O !� a V CL rf!N . .F-L 3 SHEET NO. ON 98 zoos S-6 ERGER PE# 640 H SVR Lot 1 Block 2 NO SHEATHING 6" MAX. JOINT HERE 2X6 w/ (2) ROWS OF 12d NAILS 12" STAGGERED (EACH ROW) 2x6 SPF SUB FASCIA 2X4 SPF BLOCKING @ 32" O.C. %" 3-COAT STUCCO FINISH. APPLIED PER ASTM C 926 STUCCO STOP WHEN APPLICABLE GALV. 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 d SEE PLAN FOR SEFBACK PRE-ENG. GABLE TRUSS (SEE TRUSS ENG.) A BOSTON HIP FRAMING S-6� SCALE. N.T.S. TRUSS ANCHOR SEE ROOF FRAMING PLAN REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPF�INhl9WNE0QINMFNG7& ALL OTHER DESIW4&EMWT6 B81N THE RESPONSIBUNIRWATII£-I�F A JAN L. JASON BERGER, P.E. / PE# 64EASON Bi NG, I 342 # 91, R PE# 64003 V] � E Q O W w U) J N = LU F- LU a a 0 z o_ _ Cid0 Z O a z o On m •� O 5 a SHEET NO. S-6 J For Masonry Rough Openings — (5) Screws per side at 17.5` spaeng for 6/8 rants (7) Straws per side at 14` for an units Single door unit �'�ndur. DOOR COMPONENT SYSTEMS SVr''urS a x 1' 5' ' .C;irg ter cr its Sere;.s per 14' ',4 tn. ,4r Single door unit with one sidelite (boxed construction) SILICONE APPLICATION MINIMUM FASTENER COUNT 5 fasteners per vertical framing member and 3 in header for 6`8' units. i 7 fasteners per vertical framing member and 3 in header for 8' units Apply silicone LATCHING HARDWARE rubber sealant in Compliance requires that ANSI A156.5 GRADE 2 or better cylindrical and deadbolt security throe rows to a toad size of V4 lock set be installed. Follow assembly Instructions PDF-At-X, h:gh x 3'4' wide. NOTES' 1. Fasteners recommended for €his unit are 3116' x 2.314" Tapcon screens calculated by the lowest fastener rating for optimum anchor positioning. 2. The Tapcon screw length is designed for 1-1/4' minimum embedment into the masonry, 3. Sealant recommended to adhere sill to subtioor is 100% clear sil Cone rubber sealant OXO units (66') use approx. 12 oz. of silicone: XX units 172') use approx. 16 oz of Oicone: X units (36') use approx. 8 oz, of Silicone; OXX triple units €108) use approx. 24 oz, of silicone: OXXO quad units (144') use approx 32 oz. of sibcone- Silicone rating: ASTM C-920, Vass 25. Type S. grade NS. DAP product number: 08841- 4, For installation in wind-bcnie debris or high -velocity hurricane zones. add 3 fasteners to sill, ATi Nos, 01-43054.01, 0143054.02, and 01-43054 03 (Architectural Testing, Inc., York. PA) Single door unit with two sidelites (boxed construction) (5) Screvrs per We at I? Y spiong for &a units (7) Screws per S to at 14' SVaary lot &0 un't<_ Double door unit M" 51 ScwN. wr ii'oe at 17 5' (pacitx) €3r Srre;rs per ?ue at 14 r 1 I I ( a 1 Double door unit with two sidelites L 7 V] Q� Z o C) o > W w �H J Q � U) Z o _ � 0 o Q � g • rl 5 a SHEET NO. D1 Stock BuildingSupply PP y 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 even 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6184.3 OXO 6' 8" 3' Opaque Door +47.0/-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.0/-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.0/-47.0 6181.5 XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.7 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXXO 6' 8" 6' Opaque Door + 50.0/-50.0 6184.8 6' 8" 3' Sidelight Glass ODL Screw Frame + 50.0%50.0 6184.8 X 6' 8" 3' Glazed ODL Smart Frame + 55.0/ -60.0 6142.1 XO or OX 6' 8" 3' Glazed ODL Smart Frame + 48.0/ -50.0 6142.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/ -50.0 8142.3 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 +60.01-60.0 4177.1 X 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.6 XO or OX 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.7 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.9 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXXO 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.1 6' 8" 3' 1 Sidel ht Glass ODL Screw Frame +60.0/-60.0 4177.1 z o O o > w N J Q a U) � Eli\VVL/ O Z C _ 0 o z p 8 •� O s a SHEET NO. F �1 *C 1 L ONE INTERMEDIATE SINE BBETWEENEBADCHH EMBOSS LOCATION. AND UR£ ANE AMOKWONG CIENTFM ... - A L- OPTK%k OUTSIDE KEYED LOCK MAX. DOOR WIDTH . 16'-2' INLSIDF FLNATIONS csioww WEOOF (5) SE (NOTSHOV". NON 2; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SNAIL BE THE RESPONSIBILITY OF THE PROFESSIONAL. OF RECORD FOR THE ENDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BINDING CODES FOR THE LOADS LISTED ON THIS CRAVING. PANTED ENO STILES ATTACHED TO DOOR TIN{ PATENTED TOG-L-LOC SYSTEM BOTTOM h CENTER). L CAM DOUBLE END STILES HED TO TOP AND BOTTOM RAIL SNAP LATCH ENGAGES PATENTED TOG-L-LOG SYSTEM. ONTO VERTICAL TRACK ONE SNAP LATCH ON EACH SIN: OF [+TER. STILE OUTSIDE KEYED ,r' END `� "a, HANDLE Jr� STILE VEIN INSIDE RANOLE OUTSIDE KEYED LACK $1jAP UTdi tDClC OPTION TWO POINT LOCKING pN0 SLIDE BOLT INTO TRACK. S71LE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIB OF DOOR. BRACKET USED FOR �B, BOTTOM DOUBLE END SINE. END INTER. STILE OUTSDE STILE 'ME LOCK BAR ENGAGES IN OLLTSFDF KEYED l QQK TRACK ON LOCK BAR LOCIOHHC EACH S� FRONT FRAME W M U.Y. • COATING ON OUTSIDE SURFACE n n oPTDNAL 10 SCREW OW GLASS OR WINDOW LIiT MOLDED INSIDE 1/8' ACRYLIC SECTION 8- LITE RETAINER JW/4' PAN HEAD SCREW 2' THICK-1 t- (10 SCREWS PER LITE) 12 GA. EACH BRACALM.CKET STEELATTACFTOPED W 4 l _ SHEET METAL SCREWS ATTACHED Ft TO TOP BRACKET WITH (2) 1/4'xt/2" BOLTS AND FLITS PER BRACKET. 2-1/2' SHP LAP "ITS \ �4TALLSj8' (TYP.) �'C-CIAANNEL 16 Gill GAIY. STEEL 14 GAL GAIY. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) 14x5/3' SHEET METAL AND (2) 1/4" /4 SELF TAPPING SCREWS. (SEE VIEW 'B') 1' DOOR OVERLAP (EACH SIDO 12 GA. O&Y. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH S/Ox1TO-5/8ASCREWS 14" O.C. STOP MOULDING BY DOOR INSTALLER (O SUIT) 16 CA, GALY. STEEL PAINTED END SiN£ %- 18 GA. GALV. STEEL DOUBLE END STILE / 20 GA. GW..V. STEEL INTER. SOLE_- 2' GALV. STEEL TRACK FASTENED TOJ 12 GA GAIY. STEEL TRACK BRACKETS. L 14 twA wll_Y. sir.. i[UAJ.GK FASTENED TO Er4D STILEY EACH w 4) 4x5( SHEET 14ETAL SCREWS TRACK ATTACHED TO EACH BRACKET 2 1 4 34F TAPPING SCREWS PER WITH ONE 1/4'x5/8' BOLT k NUT OR TWO 1/4' CIA. RIVETS. PREPARATION OF JAMBS BY OTHERS- 2' OLD. LONG STEM, 10 BALL STEEL. ROLLER. SECTKIN C-C 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEW FROM THE TRACK TO THE 2x6 VERTICAL YELLOW PINE (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO ME HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT NOT RECANTED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE WOOD„ FRAME BUILDINGSTUD WALLS OF S NING SHALL BE FRAMED SOLID BY NOT LOS THAN O(� ) OR (3) 2.6 (LIP TOa18'22''Wxx")) PRESSURE TREATED GRADE /2 OR BETTER WOOD VI OF A STRESS` CrRAt)E NOT LESS THAN 1200 PSI NOMINAL EXTREME IBM STRESS IN BENDING (F•). STUD WALLS TD BE CONTINUOUS FROM FOOTING TO TIE BEAMS. BLOCK WALL OR CONCRETE 2x6 WOOD JAMB SHALL BE AN04NM TO GROUT REINFORCED SLACK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FLED WITH COHICR£TE AND REINFORCED WITH FORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. [LOCK WALLS AND CONCRETE COLUMNS TO EE DESIGNED BY THE BINDING ENGINEER OR ARCHITECT OF RECORD. -a. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT)' DOOR COUNTERBALANCE SYSTEM 13 GAL GAM STEEL FLAG BRACKET. �® ar I.ii"..•lIl FL y r.Q�iiTrt•>i a • Ttic�3i[.Yii • N ati li:�JB[r�Ji TYP. 2-1/Z'x12 GA GALY. DISTANCE BETWEEN BRACKETS HOT TD EXCEED 14" O.C. (6 TOTAL BRKTS PER SIDE FOR DOORS UP TO r0' HIGH). (7 TOTAL BRIM PER SIDE FOR DOORS UP TO NYO' HIGH). LOW UMLRACK HEADR°O HEAUBLE DROOM S AVAILABLE AS AN OPTWN HORIZONTAL (TOP) JAMB (NO LOW FROM DOOR) FASTENER TYPE MN. No. OF FASTENERS PER VERTICAL 2x8 VERTICAL JAMB .,•d.� �:... ITli/'J[�iti�iF 4;: ar ".!ai. .'11.. h:.4 .����tl��N-3�r��i1 [•�':r151vy:i'✓.�1�lNTLiJ��llr'iY�'N1W7]: sr>r1E:AyX �:: «• w :Nl: iiI �'�il~g1�/�Nil'F•7NT�<ar 1 [• r_i r1i-"W!II:I<K.l rLaaF��: c(�i��71�11��3ata_l:i�+)1� IaaS �!u!:UI:NN:yllt t'��'a]��Q(✓'Zi iTjPc�.i�i. ONE 4" TALL x 16 GA. C-CH A NNNEL. PER DOOR SECTION. ww KSfEWVA. P.C. () 1 *x 14' SELF TAPPING SCREW PER STILE LOCATION. NOT" PCAAOt1NA P.6 THIS DOOR MEETS OR EXCEEDS THE DES" GA GA. MIN, EXTERIOR SKIN ER NDO A -�(SEE. ��00T14S DOOR MEETS OR EXCEEDS ME DESIGN LOADS FOR THE WAND SPEEDS LISTED BELOW GALVANIZING. PO ESTBAKER PA I MT AND A 1-1/4' WIDE x 16 C.A. GAN.Y. STRAP. (5) PER DOOR SECTION LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING 6NXED-CAI POLYESTER PATTED TOP COAT ON 16' WIDE DOORS, EXCEPT(6) STRAPS ON 2NO (LOCIQ ACCORDING TO THE 2001 FLORIDA BUILDING CODE 98 FOR THE FOLLOWING APPLIED TO BOTH SIDES OF STEEL. SKIN. SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACFED CODEOrt(�ASNC5E7-N FOR THE FOLLOWING �1) E WITH (Nol 4'x3 4'�SELF TAPPING SCREWSCW�D CO Z' OF YIIOTN IN D1D 210H� E� �3) USE ACtaN OF 18tNLDMGAtIt' SCREWS 3 FACTOR OF /.6. 4 ANY ROOF SLOPE. WIND SPEED MPH !:I,; 120 i 130 13 GA. GALV. STEM BOTTOM BRACKET. WIND SPEED MPH t 130 140 / 150 EXPOSURE LEVEL B or ClB C B ATTACHED WITH (2) /14x5/6' SHEET METAL SCREWS. EXPOSURE LEVEL B a C i B I C 1 B MEAN ROOF HEIGW 30 1 30' 1 tWI 30 ALUMINUM EXTRUSION h VINYL WEATHERSMP. MEAN ROOF HEX2iT 30' 1 30' 1 15-1 3O' a-" bld* p Pro"As 0-pa" M m" Rwp�pnpd&.l�r The the KYOD�ay BUS ProOu Caigwlook wo m o1W I nOL Ds rolmCd o. 4 n a+Y roan .NlxxNl iEx .FftLatF ;E Mpia+. A DESIGN LOADS: +37.0 P.S.F. & —41.0 P.S.F. TEST LOADS: +55.5 P.S.F. & —61.5 P.S.F. ORIGINAL DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). SHEET NO. 11 /4" MIN: EMBEWEN7 . . CAUItt BE#1Nft4 ` O: AS.REQ'FLAW TYPE (5EE'NDTES VADOW FRAME' 1/i'§t11M WOOD _ Stick & JAMB SPACE MAC( BYA QfHRERS NG li d1•'T_�__ 1 7aut�.S�rn INSTALtA11aV ANCO3/18DIAL TAPCON DHOWNRERMETER CCAULKHETWEEN V Qli1t3i5WIND W K""G> WINDOW WIOTH WOOD BUCK ONE air WOOD AER EXTERIOR BUCK 8Y OTHSHIM AS(SEE NOTrrsySECTION. 2 _ II�STALLA .TA ANCHOR WOOD WCK 311b" tHA.TAPCON CAULK' BETWEENt)W WOOD BUCK `& MASONRY OPENING BY, OTHERS J _ 1 1/4"' MIN'. CAULK BETWEEN WINDOQ EMBEDMENT FLANGE do WOOD BUCK 1 t 1 f. tyYiN. EA4 T —,SHIM AS 9 Q'D. (SEE NOTES) INSTALLATION ANCHOR 3/16 DIA TAPCON SHOWN ONE 13Y:WOOD BUCK BY OTHER —1 --� 24" O_C.L M..Ax. I-- i PERIMETER CAULK B f' OTHER 1 /4' Shill W Ao RTwE SPACE MAX: tF aN> WINDOW HEIGHT EXTERIO WINDOW BUCK HEIGHT HEIGHT i WINDOW [ FLANGF:TYPE WIDTH SILLl OW FRAME ELEVATION AMR VIEWED FROM, EXTERIOR ePERIMETER RIME EAR PRE CAST SILL BY OTHERS ----� SECTION -1 - CAULK BETWEEN WINDOW FLANGE A PRE CAST SILL WITH VULKEM 116 ADHESIVE CAULK -OR APPROVED EQUAL 24" O.G WAX. WINDOW SIZES: T:Ta (INCHES) DESIGN PRESSIIRI ' CAPACITY IN PSF NIIDIITJMQHT 24 x 12 —80 24 x 24 —80 24 .x 36 -80 24 X 42 —80 24 x 48 —80 24 X 55 -80 36 x 12 -80 36 x. 24 -80- 36 x 36 -00 36 x 42 -80 36 x 48 -76 36 x 55 -64 48 x 12 -80 48 x 24 -80 48 x 36 -80 48 x 42 -74 48 x 48 -62 48 x 55 -52 60 x 12 -$0 60 x 24 -80 60 x 36 —80 60 x 42 —66 60 x 48 —54 60 x 55 —44 72 x 12 —80 72 x 24 —80 72 x 36 —80 72 x 42 —61 72 x 48 —49 72 x.55 —4.0 GENERAL NO ES 1) SHIm A$ REQURED ADJACET LLW_MEMSKLO 2) S) CA" BE m WIDOW fLA ATEACHM TO THE SUBS 4) CAULK PEN WTFlt SEW. Al 5) DIMI NPREMMES-SFt0MP1, ,F'OR CLASS TNICWESS MUS SMALLER VALUE MUST BE 1 6) WHERE WATER RESISTANCE DE51(N LOADS WILL BE LON ACKYED M TEST. ALLAnWT I TQ I 1N TAl31 EG BstT IV 1 0 INSTJUU AttOtt OF 1tANGE TAPCOd4 AtMpiORS OF, S1tFFl SUBMATE AT LOCATONS ,9) W EXACT :WIDOW SIZE -IS-0 ASTM FA30t) 1 WrDg IN FRAME I REQ'B. IN- FRAME 1 130 MPR _FA"_ ALLY- 1" MINIMUM EMBEDMWT It 1/4" MINIMUM EMBEDMENT I EN(2_(�3ED $UILDING HEADLXl AT EACH IAMB. HEAD AT EACH JAMBS' t11 AS5 � UP lOA9 RESISTAI�E 2' 2 2 2 2 2 9 4/41 x 7 5J¢ --8b (sS6) 2 2 2. 2 2 2 9 34 tl is sja -80 (SSB)' 2 2 2 2' 2 2 9 3/4 +" 31 :80 :tS ) 2 2' 2 2 2 2 t3/4 s 31 SA --60 tom) 2 2 2 2" 2 2 9 3/4 x 43:5/8 70 :.SSB 2 2 2 2 2 2 9 3/4 x: 70 . -SSB 2 2 2 2 2 15 3119 7 V$ 80 (58B) 2> 2' 2 2 2 2 t$ 3/4 x 190 -80 i-S-W) 2 2 2 2 2 2 15 3/4x 315/8 50 (S-M) 2 2 2 2 2 2 15 3/4 x 37 5/6 50) 2 2 2 2 2 2 15 3/4 k 433 sB) 2 2 2 1 2 2 1 2 Alks 50 5 -:50 D56 2 2 2 2 2 2 N. 3/4 x 7 5/9, -80 (SSB) 2 .2 2 2 2 2 21 3/4x 19 SA -70 (SS8) 2 2 2 2 2 2 z V4 x 3t s/8 -50 (SSB) 3 3. 2 2_ 2 2 21 3/4 x3) 5/1 -50 (DSB) 2 2 2 2 2 2 2, 3/4 x 43 5/8 — 50 (3/1i ) 2 2 2 2 2 2 A 3/4 x 30 5/8 -50 2 2 2 2 2 2 27 3/4 x 7 5/6 -80 (SSB) 2 2 2 2 2 2 u 3/4 x 1s' 5/8 - 55 0m) 3' 3 2 3 3 2 27 3/4 x 31 5)8 —55 (DSB) 3 3 2 3 3 2 27 3/4 137 5/8 — 47 .(DSB). 3 3 2 2 2 2 27 3/4 x 43 -5/8 —55 (3,/I V 2 2 2 2 2 2 273/41%0 —55 3 16 2 2 2 2 2 2 33 3/4x15/9 —80 (tSM) 3 3 2 3 3 2 33 3/4 x 19,5/8 -49 (SSB) 4 4 2 4 4 2 333/4 x$ 5/8 -50 (DS;R) 3 3 2 3 3 2 33 3/4 x 37 5J5 50 3/16" 3 3 2 3 3 2 33 3/4 x 0 4/8 -50 3%16" 3 1 3 2 1 3 3 1 2 ?3 3/i x 50 5/0 TO EACH INSTAiLAR014 ANCHOR WIN LOAD SHIM MAX E 1/i' teNUM ALLDY 6063 E AT HEAD AM.JAMBSSRL MUST PE E WITN VUUMA 116 ADfEMYE CAULK. OR APPROVED EQUAL UND: Dn&JGR OF WIDOW nMGE E BAStD (M MXUON CAPAOTY ONLY. OE9CN.PRE35171ES BE DETOWINED PER ASTf—E1306' GLASS CHART AND THE ED FOR: <7C991, 4: 3T: tIF IS i OF DESIpi LOAD APPU65 POSTE D t0 400 P5F OUf tO 1Il(iER ZEST 09EMM OF'6A"PSF 00 WWROCE PWE Fla (WF) WOW FRAME USING /B SCRM OWX-1/NIMINI t]tBi MT *M THE S(185 429 AS "SHOMM'ABOVE w 24" O,C. ALE WINDOW IN OO)ILRM Oft MASQMW OPENRICAUSE 3//id` 0 ENT U:11 M TO PROVIDE MIN% At 1—T/4 EM91MMENT AfN HOMM xv O "T. BUT THAN 2oi 164 T UM IN M40M CHART, 115E AW" QUANTITY US70 %M ND(T LARGER SIZE. '11 a L. ual Y6lTem, LIP TOOT 1L r4sDy Rd. • ConcMla,, T>< 7i006+r,D_ 10�(819022 • Duds, R 75381 ASSEMBLY DRAVANG SERIES 148D/1580/1530 HORIZONTAL SLICER WINDOW DRN. Cf4XO SCALE AR IP N/A RE`V. DATE DRWG NAMI 03/31/05 12/08/03 B INSTALLATION 1 xin SHEET NO. w 1 COMPARATIVE ANALYSIS & TAPCON ANCHOR CHART ASltl E130D B x. W4OOQ BY fliHER$" WiNDOW DESIGN PRESW NO. ; $. SCf W > tt` t -ON l31ANAIL CAULK 5EFVVeEM SIZE .INCHES WAM IN PV REq'll: IN FRAME REp"d. IN MAW � :� FIN TYPE _ WINDOW FIN & 0 EA Jule a IfYB WINDOW FRAME ' " " SxEATH>hiG t8 x 28 xx -- - - - _ - - 16 112 1J4 -80: JAMB 1$ x. j iD9 109 2 2 2 2 2. 3 15116 1/4 -80; (SSB). SHEATHING CAULK BETWEEN ON 18, x 40 83 83 7 2 3 2 2 3 /& x 5? -- -- - - - - - ,- 16:2t 1/4 16 t2! 1/4 —80 -70 .(S5 ) SSB BY OTHER SH EATING 1"MINI EMBEDMENT 18 x -BO 63 63 2 2 3 2 2 3_ 16 x 2t 1,4 -60 . (GS9) 1' WN }8' S5 72 50 50 2 2 3 2 2 3- ib'x 34-1/4 -49 .($ss) INSTALATION EMBEDMENT 24 x 28 __ __ _ - _ - 24 x 36 86 86 2 2 2 2 2 3 22 x 12.1j4 x 1/4 -80 -80 (SSB) (SSB) ANCHOR SHEATHING 24 x 40 73 73 2 Z 3 2 2 4 22 x 2t 1 j4 -70 SE1 BY OTHERS 24x 52 -- _- _ _ _ _ _ 22 x -'60 'iSSB) 24 x 60 59 59 2 2 3 2 2 4 3114 .24 x 72 48 48 2 2: 3 2 2 4 22 136 t/4 -60 (SSO PERIMETER INSTALATION 32 x 28 -- - - - - - 30012114 -60 (SSB)' CAULK $Y OTHER WINDOW MDHT ANCHOR 32 x 36 57 57 2 2 2 2 2 2 30 x V.i/4 -6D: (SSB) 1 32 x 48 52 52 2 2 3 2 2 3 30 t 2t 1/4 506 (SS6 S2 x 52 -- - - - - - - - 30 It41/4 65: .(DSB) I EXt� PERIMETER CAULK 32 960 46 46 2 2 3 2 2 4 30 t 2111/4 s5•. (DSB) FIN 11PE I SECT) 0 N BY OTHER 32 x 72 40 40 2 2 3 2 2 4 30 Y 341/4 -50 (OSB) WINDOW 36 x 28 - - - - - - - /4 6 1 ( ) FRAME HEADER 36 x 36 52 52 2 2 2 2 2 2 SA.k -60 6 36 x 48 49 49 2 2 3 2 2 3 34 x 2Z 1/4 -50 SS8 f ) S J& x 52 -- _- - - - - - - 34 t 241 f4 -•65 (DSB) WINDOW jllt[) f j, 36 x 60 43 43 2 2 3 2 2 4 36 x 72 40 2 2 3 2 2 4 34x3ljf 34 t 3f 1/4 -65 -50 (DSB) (DSB) 44 It 28 -- -- - - - - - - 42 x it 1/44 -60 (SSB) i x 36 41 41 3 3 2 2 2 2 42 t K i/4 -60 (SSB) jLaAJi WINDOW 1 0 44 x 48 40 40 3 2 3 3 3 3 V122'i/4 -50 SSB MB) HEIGHT 44 x 52 - 42 x 24-1/4 --05 EXTERIOR 44 x 50 40 40 3 3 3 3 3 4 44 x 72_ 40. 40 3 3 3 3 3 5 42 2S 114 42 x A, 1/4 •-65 -50 (bSB) (DSB) FIN TYPE WINDOW - - FRAME ' . 48 x 28 -- -- - - - - - 48 x 36 40 40 3 3 2 3 3 2 46 12 1/4 x t6 i/4 -80 -50 (0SH) (DSB) 8 x 4582 40 40 3 3 3 3 3 3 46 x 221/4 -70 (3/16 46 s 24,1/4 -70 (3pf13. i 24` O.C. 48 x 60 40 40 3 3 3 3 3 4 46 t 2S 114 -60 (3, MAX.(TYP). 48 x 72 4 3 3 3 3 3 5 46 x 341/4 -60 3 16 ' 53 x 72 40 40 3 3 4 4 4 7 S1 r 3! 1/4. -50 (3/16 O QWERAL NOTE { i WINDOW EQUALLY 'SPACE }) SHIM IF REOUIRED FOR LEVELING. PERIMETER CAULK---" HGT. ANCHORS (TYP;) 3 VINbbW FRAME MATERIAL ALLOY 6663" 3 CAULK BEHIND WINDOW FIN AT W-AD ;SILL do JAMBS. BY OTHER 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE, SHIM � REQb 5) GLASS 7400ltSS MAY VARY .PER THE REQUIREMENTS OF ASTM' E1300 GLASS CHART, ISSHOW. INSULATING GLASS IS A6.SO.QUALFJEO INSTALA110N M.GLAZING 6) WATER RESISTANCE TEST REQUIREMENT OF 15%"OF D09UN LOAt) APPUES. POSITIVE • WIU BE LIMrZ TO 460 PSF DUE TO WAUR TEST PRESSURE OF 8.0 P5F ANCHOR CAULK BETWEEN AClt VELOAMD 7) INSTALIATHpNE FN FRAME WMIDOW 1N WOW. FRAMEOPENING WI4IT TWOBYWOOD STUDS WINDOW FIN &USW -OW 1N K OW RAILS OR #8 SCREW OF SUFFIpENT LENNGTN TO PAOVtOE MiN.1- E64UMENT SHEATING 1N70 5UBSi11ATE . 8) IF EXACT '!!IINDOW SIZE IS NOT USTED iN ANOMCR CHART . USE ANCHOR_ QUANTITY USiED SHEATHING .'� BY OTHER '1" MIN. 6" MAX.(TYP) EMBEDMENT O SECTION 1 L6*MAXI.(VP), i001 M..1 v.* lL - Cwm&a, TX 75W - P.O.. Box 8IM= - h% TZ JIMM 1 ASSEMBLY DRAWING SERIES 1t00/1900/1970 SINGLE 4UNG YII=W E LE VA TI ON DRN. C1tK6SCALE VIEWED FROM EXTERIOR AR fP N/A ALLOY ,rw+.R DATE 12/11 DIE, Nu B /03 INSTALATiON 1100 SHEET NO. W2 COMPARATIVE ,ANALYSIS & TAPG£iN ANCHOR .:CH . T ASN OM BY oT YJ NDOW DE" PRESSI�iE NO.' OF I;::: NUII�:;OF .09(1.'UMiL% rrP S{Z , IN�rIE, . CAPI- IN Q5F F IN fRAtr i Qb 1."FRAf�E oP.4O4o. CAULK. 81:TV1 N r Sa,1_ a o .we_ '• a N4E95TA►M AFI FIN TYPE wrNoaw EIN YIWNDOW FRAME SHEATHING IB x'28 XX -- - - = - 1"0IA -80 (SSB) JAMB % x So 109 J09 2 2 2 2 2 3 `41< 16 1/4 ' -60 ISM) CAULK BETWEEN FIN 18 x 4w 83, 83 2 2 3 2 2 3 16 x 22 -1/4 -80 (SSB) SHEATHING 1"AAIN. IS x 52 -= _ �. - 16#24 J/4 -70 (SSB) BY OTHER d& SHEATIN49 EMBEDMENT 18 % 60 83 &3` 2 2 3 2: 2 3 2i t/4. -60 - { 1" MIN 18 x 72 50. % 2 2 3 2 2 3 ffi x 34 t/4. -49 (SSB) INSTALATION I EMBEDMENT � 34 x 24 x 3636- -- - � - - c12 1/4-60 (SSt3) H0 81. 2 2 2 2 2 3 12 x 16 1A -80 MR) ANCHOR 24-x .8 i3 73 2 r 3 .2 2 4 24 x 52 2212L 1/4 -70 (SSH SHEATHING ' ` 22 x �41/4 -60 BY OTHERS 24. x 80 59 59_ 2 2' 3 2 7 4 22 x 3 I/4 -50 (SSB) 24 x 72 48-- 44. 2 2 3 Z 2 4 22 x 34114 -60 (S5H) PERIMETER32 x 28 -- - - - - 34:12 1/4 -60 (SSB) CAULK BY OTHER WINDOW VNDHT � INSTALAIION 32 x W 57 57 2 2 2 2 2 2 .3G x 16 I/4 -60 (SSH) ANCHOR 32 x 4a: 52 52. 2. 2 3 2 2 3 k x 22' 1/4 -50 ISM) 32 x 52 -- - - - - - - - 30:24-1/4 -65 DSB) EXTERIOR PERIMETER CAULK, 32 x 60 46 46- 2 2 3 2 2 4 2 x 29114 -0 (DSB) FIN TIPS BY OTHER 32 x 7Z 40 40' 2 1 2 1 3 2 1 2 4 X x 34.1 4 -50 (DSB) 'WINDOW 36 x 28 - - - - - - - 34 x 12 t/4 -60 (SSB) FRAME HEADER -WINDOW. 36 x 36'. 52" 52 2 2 2 2 2 2 34 It A 1/4 -60 (SSB) WDH. 36 x 48 49 49 2: 2 3 2 2 3 34 x 22 1/4 -59 (SSB)- 36 x 52 -- -- - - - - 34 124 1/4 -65 (DSB) 36 x 60 43 41 2 2: 3 2 2 4 341129114 -65 (DSB) 36 x 72 40 40. 2 2 3 2 2 4 34 x 34-1/4 -50 (DSB) 44 x 28. -- -- 7 - - - - - 42 x 12 1/4 -60 (SSB) 44 x 36• 41 41 3 3 2 2 2 2 42 x 16 1/4 -60 (SSH) WINDOW 44 x 48 40 40 3 2 3 3 3 3 42 x 221/4 -50 (SSH) HEIGHT 44 x 52 -- -- - - - - - - 42 x 24 1/4 -65 (DSB) EXTERIaR 44 x 60' 40 40 3 3 3 3 3 4 42'1281/4 -65 (DSB) Fit TYPE 44 x 72- 40 40 3 3 3 3 3 5 42 x 34 1/4 1 -50 OSS) POpW 48 11 28: -- -- - - - - - - 46 x 121/4 -80 (DSB) RA►AE SILL 24" O.C_ 48 x 3& 40 40 3 3 2 3 3 2 46 x 16 I/4 -50 (DSB) MAX,(TYP). 48 X-4a 40 40 3 3 3 J 3 3 46 r 2z 1/4 -70 (3/16" 48 x 52 — -- - - - - - - 46 x 24-1/4 -70 (3/16" 48 x 601 40 .40 3 3: 3 3 3 4 461 X 1/4 -60 46 x 72' 40 40, 3 3 3 3 3 5 14 x 341 / 4 6D - 3 16" 53 x 72 40 40 3 3 4 .4 4 7 M t 34 t/4 -50 (3/16" WINDOW HIRT. EQUALLY SPADE GENERAL NOTES. 1) S M IF REQ'D FOR LEVELING ANCHORS (TYP.) 2 YANpOW FRAME MATERIAL ALLOY;6o63 i PERIMETER CAULK 3 G1UI K BE}4IND WINDOW FIN AT HEAD .SILL ..& .IAMBS. BY OTHER St 4M 1F REO'Q 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR .OF WINDOW FLANM. 5) t2J1SS TI416tNESg MAY VARY pER-THE. RECi!!RE'A4ENT5 [* A57M E1300 GLASS CHART, SINGTzE GLAZIIVC, iS` Sti014N, 1l4SULA1ING GLASS I5 ALSO QUALtFlED INSTALATION B) 1M4ERE WATER RESISTA1442x i$rCIREW12E)10M OF 15% OF DESIGN OAD APPLIES. PO$rTIVE DESIGI4, LOADS WLL BF UW IM 70 40 0 PSF DUE TO WATER TEST PRESSURE: OF 6-0 PSF ANCHOR CAULK BETWEEN 7) INSjALLATIW -tfN FRAME 11100" H. WOW FP. ,K OPD" V* Two 9Y WOOD 5R1DS WIND4IM F1N `r$ USWG,.090 M*L CIA, NAILS OR f8,:SCRk9Y OF SUFRC00 LENGTH To PROVII JJIWA' EMBEDMEWT SHEATiNf; $) IF EXACT-SRE'15 NOT LLST130 rt4 ANCHOR CHART .USE ANCHOR QUANTITY tJSTEO Ytl 6" MAX.(TYP) w NEXT uwkwk.5T3E. .0 0 0 1 0 � JOB` #0+-222 BY OTHER i" MIN. YOO$E- LAVY: P.E.HEATHIN EMBEDMENT-JL 6-MAX.(TYP). CWSULTING ENG(NE£R 9560 FOREST t At1E SUIT. f f 06 toot V. Crab► pi - Cagal4on. TX 7w • PA). $at 819022 • w1m Tx 7Srw SECTION I ELEVATION DAELKS. TEXAS 75243 T, (214)3W-0W F:(214)3Q-M7 ASSEMBLY DRAWING i VIEWED FROM EXTERIOR SERIES 1100/1900/1970 FE & HE SINGLE HUNG WINDOW i DRN. CHKD, SCALE. AR IP N/A AL10Y TEvm DATE DIE NUMBER 5/ 25/04 14STALA710N 1tQ0 j SHEET NO_ W3 1 SECTION 1 "wws SASH sm CAULK BEHM FIN 1w D"Ed64AL MULLION 19f8.1AL6 PO C, SECTION 2 Q;11 - OW NFRS WINDOW WDH. CAUUi:-MHM FN - O O O O PEAIMEl" CAllf.#f BY O1I" 2 12" O.C. MA7C;TYP)_. WINDOW EQUALLY SPACE HGT. AN.cH6RS (TYP.) fej MA.(TYP) 6"MAX.(iYP.). sm upposm 11 ELEVATION VIEWED FROM EXTERIOR 2 ><>w� OY 0T16R5 )AM. EMMWMT (SEE CHART) _ I FASTENER PER SLHWULE 1MF sr t] m�:wat�s 'wm awI l des "ALL lea OIL- "m al) ASIV b'_V6 - ' - : - 11NOGMl ,. 1Mutll11'Qf 46 9C710/9 -' t4tMltlEll p' A9/ �. MAK,S -- 13Q Y. Y six a �>H.11c mumm N fftm QESE�1>? >� • w Nir.b It 1-1 mmum tom»► b_ ws�t/ AT FAM t ><aat DP, LOAD 1iKiiT ttEAD slli JANIs : +1EAD sRc _ - 4AW GLASS SfZE RESISTANCt. m x 36- .,BQ 2 2 2. B 6 4 16- . 1/4 _80 36"X 44 -10 3 3 2: 7 7 $ 16 x 19¢1/4. -60 (S58) 36 X 48 -80 3 3 2% 7 7 3 16 x 22 1/4 -90 (SSQ) .3& X w -eQ 3 3 2. 8 8 5 18's 241/4 -70 j559Y 36 % kV _*i 3 3 2 8 6. 6 16 X 28 1/4 -66 ."j 35 X 7.2 70 3 3 3- 16- TO 6, is x 34-1. 4 - -56 ,. 48X36 3 3 2 8 6 4 22x16S4 ) 46 X 44 _6Q 3 3 1 -A 9 '. S 22. to /9 1/4. _40 OSS) 48 X 48 -8Q. 4 4• 2 to 16 6 32 x 221/4 -80 (5W) 48-X-'52 -80 - '4 4� �3� f0-- 16 7 22 x 2* 1/4 -70 (SSB) 48 X 80 -1%, - 4 4. 3 17 11 6 22,x 28.1/4 -W (95g) 46 X 7i -411- 4 4- .3" 10 10. 6 22-x-',}4-:T` 4 -80 331� 56 X 3706 - 3 3 2 9. 9 4 28 x 16 1/4 BD S58 36944. 84. 4 4 2-. 11 it, 6 26 >, 19 t/4 70 (SSO) 56 X 4A -80 4 4 3 12 12 7 26 x 22 1A 70 (SO) 56 X ST_ =-0p: 4 4 31 12 t2 7 26 r 24 1/4 60 (S68) 56 % 60-. 4 3. 12: 12 8 26 s 28 1# -50 (W) 56 X 't2 -5S '. 4 4 3- /t 11 6 28 x 34 1` 4 -50 toss) 6Q X 36-- -tW 4 4 2. W 10 5 : F4 9 '1/4 =00 SS8 50 X 44- -66 4 4' 2- 12 12. 6 28 x 19 1/4 -60 (SSS) 60 X 43 -80 3 5 3' 13 13' 7 28 -t 22-1/4 -50 (M) 60 X 52 -79 5 5-. 3 13. 13' 6 28 v 24.1/4 -50), 60 X 6Q 65 4 4 3 12 12 8 28 x 28 1/4 -50 (M) 60 % 72 : -52 4 _3. __ -11 __.11- - 6. 28 x 34,1/4. 68 X 36 -80 4 4 _2. 12- 12 5 31:x-16-1/4 a410 ) 66 X 44 -77 5 5 2- 13. 13 6 31 . 161/1 -06 (SM) 66 X 48 -74 5 5 3- 13 137- 7 31 x 22 1/4 -50 (3SO) 66 X 52- -72- 5 5 a 14 14 7 31-.x 24 1/4, : -50 (559) 66 X 60 --61 5 6 3 13 13 6 31 x 28 1/4 =50 (456) 66 X 72 -48 4 4 3 12 12 - 8 1 31 x 34 1/4 -5Q } 72 X 36 -77 4 4 2 13. 13 5 34 x 16 i 4 -70 OW) 72 K 44 -68. 5 5 2- 13 13- 6 34 x 19 1/4 -60 (W) 72 X 4 -e$ 5 5 2 13 1a 6 34 x 22 1/4 -60 72•X 52 -63 5 5 3 13 13 7 -60 (DSB) 72 X 69 -54, 5 5: 3- 14 14 8 "59 (ow) 72 X 72 -45 4 4 3 12 12 a "28 -46 OSO86 X 36 -59 4 4. 2 13 13 4 -50 (D68 B8 X 44 -52- 4 4 Z t3 13- 5 42 x 19'-1/4 -47 OW) 68- X 48 -49 4 4 _2 13 13 5 42 x 2Z 1/4. -48 (OW) 66 X-52 -47 5 : 5 2 13.. 13 5 42 x 24 1/4 -70 13/101 118 X 6o -43 5 5 2 13 13 6 42 x 28 1/4 -70.(�/16"). 66 X M -40, 5 :. b 3 a-. t4 _e 42 _s 3i 1 4 -ISM*)-;. GENERAL NOTES: 1) S141M AS REQUIRED ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHIM MAX,. ALLOWABLE SHIM STACK TO BE 1/4: 2)"WINDOW FRAME 'MATERIAL ALLOY 600, 3) bSE CA(AXK BEHNNG WINDOW FIN' AT HEAD. SILL. * JAMBS, 4). USE CAULK FOR 0E0METER SEAL AROUND EXTERIOR OF WINDOW FLANGE. DESIGN PRESaWS:SHD94 ARE BASED ON MULLION CAPACITY :ONLY. DESIGN PRESSURES FOR •GLASS THICKNESS: MUSE BE.DETERMINED PER ASTM E7300 GLASS CHART AND THE SMALLER VALUE MUST BE USED FOR DV_*N. 6) WHERE WATER RESISTANCE TEST RECUIREMENT OF 75%.,OF DESIGN LOAD APPLIES. PO%mVE OES.CGN LOADS VALL BE LIMITED TO 4(k0 PSF DUE TO WATW' TEST PRESSURE OF &D PSF--ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WINDOW IN .SPRUCE PINE: FRt (SPP) WOOD FRAME OPENING VAT14 TWO BY WOOD STUDS, USING; 0.113'13 MAILS .OR #8 SCREW, OF SUFFICIENT LENGTH TO PROVIDE MINIMUM EMBEDMENT I ITO' SUBSTRI�TE AS SHOWN ABOVE IN TABLES. 8) IF b(A+CT' WMW. SIZE 15 NOT LISTED Ii ANCkO CHART. USE A46409 .QUANTITY` LISTED WITH NEXT- LARGER SIZE. SHEET NO. SHIM A, VM AS' (SEE NOTES? t)NE BY W01)D INSTAL),AT10* " ANCHOR. BUCK 8Y OTHER CAULIC BETWEEN CAULK BETWEEN WIN04W WOOD BUCK_ FLANGE d6 WOOD BUCK MASONRY OPENING BYpTHERS. © 1 1//44 MIN.. A EMBEDMENT BY OTEHEER TJEk CAULK. EXTERIOR SILL 6PY IME I RR SUCK HEIGHT JBUCK wIaTH FLANGE: TYPE WINDQW.FRAME --- `� JA1r� ONE: BY. WOOD B1t1( BY OTHER. SHIM AS REVD. (S€E NOTES) fl L► INSTALLATION Q ANCHOR PERIMETER CAULK�� III BY (1TiiERS WINDOW WIDTH EXTERIOR CAULK BETWEEN WINDOW FLANGE WOOD BUCK SECTION 2 WINDOW WDH. )WINDOW HGT. PRECAST SILL BY OTHERS CAULK BETWEEN WINDOW FLANGE do PRE CAST SILL VATH' VULK M 06 ADWESIVE CAULK' OR .SECTION 1 APPROVED EQUAL 6 N-ER& NOTES; 1) SHIM, AS REQ-M AT EACH INSTALLATION:. ANCHOR WITH LOAD. BEARING "SHIM; MAX_ AL.LOWA13LE: SHIM STACK . TO BE -1 /4 4 WINDOW -FRAME :MATERIAL:'ALUMINUM ALLOY 6063 3) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBSALL MUST BE ATTACHED.TO THE SUBSTRATE MTN VULKEM 116ADHESIVE CAULK OR APPROVED EQUAL 4) APPUCATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY VhTH SEALANT MANUFACTEREWS RECOMMENDATION 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF ININDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTIiA E1300 CLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. CAULK -BETWEEN -WOOD BUCK° ec tJA0�11RY OPENING 13Y OTHERS 1 --a ELEVATION VIEWED FROM EXTERIOR COWARi4IME AN YStS & TAPCON.ANCIiDR .]LOCATION CHART ASITrT E13OD` CALL WtN)JbW DEM PRLqSt1RE TA'PCON ANCHOR LOCATION 13() t�M"fi P SIZE SIZE (IfACHES) CVACRY IN PSF LOCATIONS bp im t2 W IAt -x 26 -2� A;C PAXN 1/A 110 `J -9D "(S?;B) , 13 1f( IA x 30,3/8. 193. A.0 FGXI 1j1 x 01SA10 1114, 14, 19 / f 11 x. 50 bJ$ 16F fC F.G.1.4J Id tj4i r 73 tA1i $0 1444 19 1/6 X'"54 S/? AC FGNJ lilfta2S 1/Ii =T0' 14+5 19 I'm,x 56 3/6 -147 A,C F:Q,HJ o Ut a 23:1AK -70. (SSe) 15 19 its xEli -f32 A;C OEF,GH:1 161/t.2!lo -54. (S49). 111 14 1/$ -x'72 --116 A.0 oJe,F CJiJ ISO. '33,44 .35 DSf1 17 19. S '.x. -104. Ikc D.F.F.Cj4,l 164%tm -54'...t9S6 9W2': 28 1/2" k 28 -135 A.C' 1% 231A0113A4 -80 (5s," 1143 26172 2 311 3/$' -toe: A,C F.0,143 231f211A 15/it -80 ($48) -1144 26 1/2 ;4 So. 5/6 -tui AC, F,C.HJ 231/t a I3 t/IA -90 (S>;56 1H4+4 26 1/2 x 54 6/8 -too AC F.G.H.1 ?31A2 a 251Afi -7o Sm iNN+3 26 1/2r x 55. 5/8. -100 AC FGJiJ U lA2 a 2 iAt -70 (556� 1H5 2.6 1 f2 :x :b6 -91: AC . ,F.C,HJ a o.211A4 -SS (S58) 1H6 28 1/2 a 72 -.79. A.0 F.0.1 is III x 3J SA. -55: (066). 1H7 25 1 /1 x 84 -455 A.G F.C%Kl 211fta313/4 -SQ' 304 w 1/2 9,26 -Tt3 kc FJ1,HJ 211/2 x (9 ]A -80 (S$O) 3-3 30 1/2 x 48 3/b -0 AC FG,HJ 211/2 a 1015/!t -55 (SSO) 3Ox4 30 1f7> x 501%6 -78 AC F."i Y11/2:a731/N -30 (SSSBt 30i144 4. 30 f/2 x 54 .5/8 -77 AC F:G N.I 221 f2 a 25 -4➢ l l' ,b 30 0 f8 A.0 F.G.HJ 23 1/2 a Va -49 (SS9) j # 1x S - A.0 F,%H.I 22 1/2 x 241/4 -S0. 30i6 30 1/3 x 72, -71 A.0 F."J 221/2x333f4 -50 (DSB) I 3ox7 30 x �-59: AC FGZ 211/2 a 313/4 -49: (D�) '1 22 37 X'20 -89 A;C F.C,H.1 34 s 103f4 -80 (sm) 23 37 x 38 3/6 -67 A;C FGJM 34 i 161i/16 -35 (599). 24 37 X 50 5/3 -57 A;C F,G.HJ 34 s D t%16 =50 9444 37 X 54 Ma -55 A.0 F.G.Hj 34.251/16 -49 ) 24+5 37 X 55,0/8 -55 A.0 F.G.HJ 341259/16 25 37 X 63 -53 A.0 F.G.HJ 361211/4 -30, (ow) 26 37 x 72 -52 AX FG.H.I 34 a333/4 -50 (DSB) 27 37: X 84 -52 A.0 F,Gltfi 36 as 3/4 -44 (DSB 4226- 42 X-26 -49 - AC F.0,H.1 N1103/4 -90 (S58) 4238 42 X 38 -3/5 -40 AC F.G.HJ 30x A lsm -55 (S5B) 4250 42 X 50 5/4 -49 A.0 F I4.1 30 x 231A! 1/I6 -SO (S$$) 49444 42 X 54 5/8 -40 A F,G,Hi 41025 31C -49 (�) 424}5 43 X 65 5/8 -40, AC FC.HJ J61 25 !Jr -44 (SSS) 4263 4211$3 -40' AC FG:HJ 3f : 20 9/4 _Sp (me) 1 4272 42 X 72 -40 AC F.G)41 30133 3/4 -50 pw) I �4284 42 X 84 _40 AC F.G.H.) 31139 3/4 -49 058) 4826 46-X 28 -40 A.0 F.G.NJ 45a 10 3/4 -0 (559) 48.'S6 48 X 3f4- 3/6 -40 A,C F.C.H.I 45 a tt %fK -50 (ow) 4850 48 X 50.5/8 -40 AC F.G,HJ 45 a 23 its -50 .(3/16-) 4844 4 46 x 54.5/8 -40 A C FG HJ 6 t >S t/16 -50 (3/T67 484+5 48 X 35 6/8 AC FA.846125 91%, -50 4863 48. X" $3 -:40 AC F G.HJ 4S x a 1/4 -45 3/15 ) 407Z 46 --40 04C F.G HJ 46 . 33 -45 . 3 32 53 T/8 x 25 -40. AC, FCJU 911jI f 10 3A "- 5 (m) 3.3 53 I/O x x 5/0 -40 A.0 F.G HJ m IA gig 13/9 -50. Code). 34, 53 1/8,x 50 3^ --46: AC F.G.HJ 50I A 1231AP -30 34t4 53 1 ll�m 54 5/ -4D A.C; F.GH.t MIA-2Si� -50, 3i+S. 53 tJ$' X 55 5%8 -49 AC F.C,N.I 04A. a 0 A -56 36 53 .1/8 X 63: -40 kc F.G.H.) 001/1a 21,1AA -4S (3/1V!) 36 SJ 1 X ?Z - ii1 A.0 F.G.HJ 501/h a 33 -45 ( $. 1) OIE ABOVE ARE POS111Yf AND WrAWJE ST 0;c7DRAt,. oEsoi LOADS 180M CQfi PARAIK A64&Y9S t t4AYE NOT 1$S1t CAPPED BY RESITS OF WATEe pEW.DftA*j TE51916. Moe' IW WATER RVWANCE JMT REa= CF1SX OF 'PESNt.O APISU P 9"BYE f LOADS MALL W_ WNTED TO 40.0 PV' DU/E1 TO WAIM TEST PRESSURE OF ACHKVW AN� 2) RISTALLAANGIOR�Sl3►flgEtii LEN07/i Y4 t6t41A 1�Ei�EDRRIENTMITd 51185TItATE AT TI0N5 51io19N�CN `CHART; � SE{ kLEYATpNS FOR-lal`f Y0 7APCCN tJX;A110Ni +) tStACT W910011 S2ZE 15. NOT "LISTED N .ANCHOR CHART, 275E ANCHOR OUANIITY 7IS7� wTH Nocr u1RGat sly ,R 1� APPaavratl cN aR REa o. f� r. u.,a AA - sae4114a, ti< 75pe6 •va e1 619022 • o�A.1, tz 75%1 ASSEMBLY DRAWING SERIES 1450/1550/1570 SINGLE HUNG W400* oar:. cNxo uut i AR IP N/A ALL!- 1-m DATE p DIE NUMBER i 12/08/03 p INSTAJ,ATION 1450j SHEET NO. W5 ONE BY WOOD RUCK BY OTH R CAULK BETWWEEI'I WINDOW FLANGE 3o WKftiD SUCi( PERIMETER CAULK BY :OTHER - VCE fR, 't ER SHIM IF REQ-D - 111STALLAMON ANCHOR 9U.dC WIb-rr, -` FLANGE rd:t E Mrs OW FRAME _ CAULK BETWEEN JAMB VW(30D BUCfE_ k MASOWRY.OPQdNG BY OTHERS © 1 1/4- m'N 4 ENBEDM NT PERIMETER CAULK SHIM IF REVD: BY OTHERS �- --- WINDOW WI03F) EXTERIOR SECTION' 2 % FB' ! WOOD BUCK. I WINDOW _ WDH. EXTERIOR �-, BUCK i FLANGE TYPE W FRAME SILL PERIMETER CAULK BY O , I -ONE BY WOOD' BU(3f BY OTHER EAIt�EDIIENT __4_SHW IF REQ'D. d INSTALLATION ANOiOR Q CAULK BETWEEN WOOD BUCK MASONRY OPENING BY OTHERS HGT., F G PRE CAST SILL / ' BY OTHERS CAULK BETWEEN WINDOW' FLANW de PRE CASL 51L L WITH; VULKEM ADHESIVE CAULK OR SECTION 1 TAP%PROVM EEO11AL H GENERAL NOTES: I) SHEM'IF REQ'D. FOR LEVELING. 2) WINDOW FRAME MATERIAL ALLOY 6063 ELEVATION ` 3) CA" BEHIND WINDOW FLANGE AT HEAD AND :JAM11S. 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF IMNQOW FLANGE MEWED FROM EXTERIOR 5) DEM PRESSURES SHM ARE BASED ON MULLION CAPACI-TY ONLY PARES FOR GLM T)ICKNESS MUST BE DETERMINED PER ASTM-1300 CLASS GMT AND THE SMAILER VALUE -MUST BE.USED FOR DESIGN, Mk 6) M WATER RESISTANCE TEST RECIUIREMENT OF T5% OF DESIGN LOAD APPLIES DESIGN LOAD WILL BE LIMITED. TO 40.DD PSF DUE TO WATER TEST PRESSURE OF E10.0 PSF:ACIVEVED ON TEST 6) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MAS0NRY 'OMHG USING' 3/16" TAPCON M04OR OF WIC1ENT LENGTH TO PROVIDE MINIMUM 1 I/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR 04ART, U'SE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. CQMPARATIVE ANALYSIS TAPCON L KATIf7N CHART-" - ASIM V300 CALL VANDOW DESIGN PREWIM T#4PIMN 11 dP LOGAT" Y SIZE SIZE: (INCHES) COAgT16 IN PF LOCATiIS ENCLOSED WILOW SASS SIZE yom 12 19 1/8 x 26 -209" A.Gr 'F,CT( _ Nt 1A t 16J/t awl ( ) is a9 1/e>F383/tl -i93' AX' F&ILA KV17.i1t?A16 -ao tsse) 14 19 1/8 x 5C .;$A _T$4 00 FGAIJ K t 3 t/li 14+4 19 1/6. x.54. 5/6 --t30�. A.£.. F_G,li,t: 16'Allt 254 _ 7V - , SSB 14+5 19 1.)* x. 55 -447: li`,G "F.(S,N,i 1 JA,2'Sgf -70: (t5B) {5 14 1/8 x -63 t32 A 1:" DJ; F.G.H I K 1/1 t 21.t/4 -Sb (SSB 16 19 1/8 .x 72 -118:- A.0 " D C.HJ f6 to x33 3A -55-w . 17 19 1 x 84 -w A.C. D.6F.C*V 1161A t N 3/4 ": -50 (DSB) 1 N2 26 1/2, x 28 -i36. A<C F.6 HJ 211/I i M 3/4 -00 (Sao): T03 26 1/2 -x 3D 3/6. -i6p A,C, F40i a 14 I'm 1S/li -40 039) 1N4 26 */1 x 50 5/8 -i0,1 A.0 FG.144 23IaX.21 pl =80- 1H4+4 26 1/2 i 54 5/8: -100 A.6 F.G.HJ 31/2 x 25 fi16 -70. [ 7 11i"s 26 1/7 x SS 5/8 -100' A,C . F.C."i 3IA:25!/N -70 (SS8) LH5 26 1/2 x-43 -9F AC". F.C.NJ ?31/lx?! -55 (SSB) Im 25 1/2 x 72 "-79'. A,C, F.4.HJ 211/97313A -55 t247 26 1/2 x 94 --68- A:C F %11J; 21' k. 70 JA -5p (peal 343x2 30 1/2 x 26. -113 ._ A;c... F0,11J.- A71/txi0;3/4. -6D (sm) 3(]xi"- 30 1%`2 x 38 3/8 -0 A.0 F,O.HJ 101/1 x t616(11 -55 (SSB) 30x4 30 1/2 x 50 5/8 -78 A.C, F AJ. A71/1 x 231/I1 -50 (SW) 30x4+4 i 30 1/2 x 54 5/4 -77 A.0 F. HJ 17 2 x 15.1)18 -49 (M) 30x4+5 j 30 1/2 x 55. 5/8 -79: AX F."i V IA 4.25 V* -49 (SW) 30x5. 30 1/2 x 63 -70 A.C" F.G.HJ 271/2i.a'A -50. (DW)- 3" I 30 1/2 x 72 -71 A.0 FG.MI 271/A x 33 3/! -50 (OSB} 300 30.1 x 64 -59 A.0 FG.tiJ 27 iA. 310 -49 D38) . 22 37 x'26 F.rm 34 t 16 3/4 . -80 (Sss) 13 37 X 38 3/8 -87 A F.6 HJ 34 t ti 15/1i -55 fssl) 24 37 X'S0 5/8 "-57 A;C FG.HJ 3i! 23T/11 -30 SSS513) 24+4 ! 37 X 54 5/8 -55. Ax F..Llw its 25-t/K -49- lam) 24+5 37 X 55 5/8 -35 AX F."V 34 t 15" -49, (SSS) 25 37 X 63 -53. A.0 F.G.NJ 39a A 1/4 -50 (DSO)" 36 I 37 x 72 -52 AX 1=.C,HJ 34 t 33;/4 _50 (DS ) 27 37 X < 84 -52 A.C, . "f,G.HJ 34 i m 3A -49 (DSB) 4226 42 X 28 -40 A.0 F.CAJ 311103/4, -80 (S5B) 4238 42 x 35" 3/9 -40 kc F O.HJ 31 k it." -55 (SSB) 4250 42 X 50 5/8 --40. A.0 F.Cti1tJ m t 231/s -50 ( ) 42'4+4 42 x 54 5/8 -40 A Q FG HJ 314 AD Q8 -49 (S58) 424+5 42 X 55 5/8 -40 A;C F.C.HJ J1 t 25 P/K -49 (S3B) 4263._ 42 X "'63 .-40-. AC FG.03 34 x 29 t/4 -50' (DS8) . 4272 42 X 72 -40 A.0 F.G.HJ 311333/4 -50 (DW) 4264 42 X 84 -40 1 A.C. F C.HJ- 31 x a 3/4 - -49 ) 4426 I 48 X 26 - -49 A:C. rAw 45 6 10 3A -65 (SM) 4638 t 48 X 38 5 -40 A.0 FC.HJ 46 t 1615JN -50 (D!5B) 4860 ,!!!! 48 X 50 5/8 -40 A. S.G.NJ: 0 t 231/9 -50. 0A66�) 4${+4 1 46 X 54 5/8 -40 A.0 F.6.HJ 45 t 251/4 -50 (34A61) 484+5 I 48 X 55 5/6 _40r A C F "o 45% 2S 9/!6 _50 0AC) 4863 48 X. 53 -40. A.0 f.G.1L1 451 b 1A -°(3j16" ) 4672 "X -72. A.0 F.OX.1 $t33"3 -4548, 3�:16-) 32 53 1/8 % 28- - 40' AC F."i W;tAIID3/4 - 65 (S58) 33 53 1/8 x 38 5/8" _40 AX FG HJ 501/i x N A% - 50 (DSO) 34 53 1/8 x 50 3/8 40 A.G F O,NJ 511/41.231/N -50ivin 345+4 53 1/8 x 54 5/8 -40 At F,G.ttk 40 1A x IS 1/16 -50: ((3/'t6 )) ..34}5. 531/8 X 55 5/8 "fig. A.C. F.G.NJ_ 301/1x251A1 -50 oviie) c�5 53 t/8 X 0 -40 A C F G;N 1 561/1 x 211 j4 -4S (3/16 ab 53 119 X 72 _40 1 kcC FB HJ 501 x 33.5A; -45 J 6^ i01( W. 06*14 4"040. TK :SD06 • PA 0* 6190i2 • Dam Tx 7i301 ASSEMBLY DRAWING sows 1450/1550/1570 FE & is swou HUNG vBNDOW OR4i. C1490 se" AR IP N/A AUAI 1VA-i DATE WE NUV8ER 05/25/04 d 114STALATION 145( SHEET NO. W5 CON131m 7W BY WOOD IN" ANCHOR SHIM AS RE00 t MASONRYOR 3AC EXA. TAPCON 6' :RW 114TAUATION ANCHOR (SEE )OPEMINO OTHERS t3-1/2- O.C. WAX. BY 08 smwor t 2 dY.6 OR CA" BETMEDI V= MASONRY DOOR FRAME JAMBiCONCRm � 2 X 8 WOOD BY OTHER p OR MASONRY BUCK By 4 tIPe"a BUCK NOTE 1r1<M . 4 (SEE NOTES) BY OTHERS Stott AS REDID 4 1-1/4' MOL (SEt NOTES) Nj , 4 •4 EMBEDMENT 4 a mily t-1/er MW. BUMA� t310E0�871LT 31W OW FROM bw a 13-1 f2" QG MAX. BY 07MM STUCCO INVALLAIDON Y 0 MAX- X ANCHOR s 9CEw/ PUMAETER CAULIC BY CAULK BETIM OTHERS PERIMETER CAULK BY OINERS vX)OD a" �* MAS"Y OPENING DOOR FRAME STliCCO BY OTHERS HEAD 0aoa BY OTHERS HEIGHT EXTERIOR DOOR MOOTH 1/4' MAX SHIMSPACE 2 BY 6 oR 2 X e WOOD DUCK BY OTHERS CLAZO40 (SEE NOTES) 5ECION B-E -- - (SEE NOTE 16) INSTALLATION ANCHOR CHART 3,m6.0111 TAP'00115 W SILL SCREW3 IN HEAD 6 D11 CALL DOOR JAMB fiTom 31w SIZE SIZE IN Up TO 46 PS: 61 PW up TO 46 1 UP TO 11P t4 CONFIGURATION INCHES 46 PTO TO 60 TO 70 43 PSF TO 60 TO 70 70 PW 70 PSF DP PSF.OP PSF DP OP PSF OP PSF Of DP OP Boss m cm xX 60 X s0 3 3 3 3 3 3 4 5 606B )A OX. XX 72 X 80 4 4 4 4 4 4 4 5 rsm 110;, 011. xx 98 X 0D 5 5 5 5 5 6 4 5 1000s X% CK XX 120 X 80 6 6 7 6 7 8 4 3 5m )A C74. XX s0 X °96 3 3 3 3 3 3 5 6 GOOD X0. M XX 72 "X 96 .3 3 3 4 4 4 6 6 am XW.- WL. XX 96 X D8 S 4 6 6 6 6 ? 7 406s ODDS 104 -SA X BD 6 6 6 6 6 7 4 5 COBB OX0 143-3A X 8D 7 7 9 7 9 10 4 5 15M ONO 181-3A X BO 9 10 11 9 12 14 4 5 7BB0 am 91-3/4 X 96 5 5 5 5 5 5 6 6 908D ONO 109-3A X 96 6 6 6 6 6 7 s 6 12M OXR Iga * X 96 7 B 9 s 10 12 6 6 - 4 x 96 9 11 13 10 13 16 6 9068 lent 10B-sM X 80 5 5 8 3 6 7 4 s 1200 M, 142-00 X 80 7 7 s 7 9 10 4 5 IBM XtX 17B-#A4 X 80 s 10 1t 9 12 14 4 3 7611110 = 08-" X 06 5 S 5 3 5 5 6 6 90190 XJX 106-11pt X 96 5 5 6 5 6 7 6 6 1201p XIX 142-OA4 X 96 7 8 9 7 10 It 6 6 178-#Aa X 96 a 11 12 10 13 15 6 12068 OVA )000( 1"-$A X 80 7 7 9 7 9 t0 4 5 18068 mum )XXX /92-SA X 80 9 11 12 t0 13 i5 4 5 IOOBO OUM )OOM 120-TW X 96 6 6 7 8 8 9 6 6 12OW OXXO. 100(X 144-SAS X 98 7 8 9 8 10 11 6 6 "eaun ^vvn vvvv 1A9...%m Y AA O 17 14 7t 14 17 6 A CONCRETE ORr s CAULK 9E7WEEX--"\\ MASONRY OP&"- WOOD 8U(]c & BY OTHERS Q '0 MAS'Y OPEMNG b BY OTHERS CONCRETE A OR MASONRY OPCNING JB OTHERS LIBERALLY APPLY tAU v q Q 1�1EM /BE4�-MENT SLIMG GLASS DOOR Q_ A d UNDER S&L OR SET SILL IN NOOK STRIP +1 BED OF CONC RE'M v d 4 �_ d SECTION A -A INSTALLATION ANCHOR 1WL 110 3/1V DUL TAPCON EMBEDMENT 1)) DOOR MATERNAL. AtIAIINUM ALLOY 6063. 2) TAPCON TVPE PWALLATION ANC►10RS 0 S M MIST BE OF SWFk=T LENGTH 10 ACNIEW M K DM DMIXT OF 1-1 f�• IRM MASONRY OR CONCRETE. #9 SCREW IWALLAIM Al MM MAT BE OF SUf"C 04 LONCWI TO ACHIEVE A Y!l EMBEDMENT OF t' RITO TWO BY HOOD BUCK. 33�� AUDINAIE TAPCON 04TALLAIM ANCHORS FRONT TO BACK IN MAME SLL, 4) LOSE CALKIc FOR PERMETER SEAL AROUND DnWOR OF DOOR. 5 ■ [[ACT DOOR SZE 15 NOT LSSTED N OWALLATIOM ANCHOR CHART, USE ANCHOR QUANtM UST@ MAIN NW LARM SM FONC INE APPROPRIATE OEM PRESSURE REOV, t) FOR [OdQT DOOR S►M USE CLOSEST BYPASS DOOR BCE 41 C O NF1OURATIOM TO i969#D OPE]04 » 041ULAAM MASS SOW S11Gi QAZING ALSO APPROVED. TEMPERED GLASS TIM04ES5 MAY WARY PET) REQUIREMENTS Of AWN E:t3O0 GLASS CHARTS. B) ALL IrAC1ORY APPLIED THOLES NOT OLSOM FOR TAPCON ANCHOR SNCIIE.D BE FILLED WIN j0 SOR MS OF RMCIDNT LEMIN TO PROVIDE 1RN. 1' EMBEDMENT INTO TWO By wow CRICK. 9) AM / XtL OORMEIIS ARE TO SHE SEALED WIN A SMALL JOW SEAM SEALM —r+ 10) SHIM AS NOW AT EA. SET OF OWALLAIION ANOOM MTH LOAD KAN" SHIL MAX ALLOWABLE SHIM STACK TO K 1/e. 11 ALL OWALLAlKK ANCHORS MUST DE WADE OF CQRROUAON RESCSTANT MA70a" 'St *CrWNC ' GLAZING 12� VWK 6 r PORMENTS YPANEL AND ANTS nm PANEL APPROYM OONf%URATIONS ARE AS IdS= ON WSTAIATION CHART. (SEE NOTES) 13) NOT ALL CONF10URAAONS LISTED ANA ARE SIHOTIH 0#0 TISS ORATING. NO141E1ER NSTALLAAON S:ORONS •A -A•. •8-B• i DE NOW $100 TAIL APPLY TO DWALLATION OF Att APPROVED COiN1dMA71OWL SUOING CLASS 14) MAX ALLO A E WAOM BETWEEN TAPCON ANOOM IN FRAME 9LL TO BE 2e O.C. DOOR 14TERLOM 13) W ES 420 SUDI NO MASS DOOR A SHEATH. THIS MIT ALSO APPLES TO 4M LT "0 9ERE9. 1t) 21W OR 10 WOOD RM TO OE SECURELY FASSENW TO TRAWER RHE LOAD TO THE M"SPIRY, CONCRETE OR OTHER HOOK STRIP DETAIL S1IWCAIAt SUMSMAE. 17) DESON ►RE45S M CAPACITY OF PRODUCT TO BE 35.0 PSF, DOOR (MOTH A R IT A EXTERIOR ELEVATION �t�tr3♦■TZIi• ��-STUC)C0 tt�iR • . BY OTHERS Q,. �-CAULK BET10IMN ��,* / ,t a.7 `�i►� • Til00D R SL OW40 r 'UC 9 4k ♦ - • ►GLASS DOOR s r , t1 : loot t K • Cam t % 117M •FA In 81901 Ddhm. 1X 7MI S i . it DRANrNc IYSCIiDON 0 INSTALUTION ANCHOR '� * � T� ' W � SERIES 420/430/440 SLIDING GLASS DOOR OW OTAPCON �+"a , W INSTALLATION DETAIL VA TWO BY BUCK IN MASONRY DRAW By 9v W- L `�i �` `` • . ��•~ 88 N/A • K3N . ` DA1: vw swwim A ��444Natt41`' H> 112/03/021 g GEN--0027 NY"19 96 P'11ONAM "Maw awl Im MGM" tow( YR a, ON" VIS OC MON" am "Nm Go =- "a F" 07 9SP-4= SHEET NO. SVR Lot 1 Block 2 6 D 2 ar srn..tb.vae..a rer.wes,m.+n..e..a �w'dwrwe.ww.�w�— sa».w.k` .eu� a.ern+etnne aura. 7 O "my n"hktg tORPMATIM! �7ea� t�ierl��1C�� awaaa«. SbVEEw,G?*1r sxaaroca*s SENTINEi: APPLICATION INSTRUCTIONS Amer Mail PattW" English Size Shingle: IT x 3V (3D5.914mm) sxax4aa>;s GENERAL INSMCnays Z.0.6=1Z a ea vaoaseft Proeerata meat s wet ON W MM PMRapneneaAr akea mot and eew edpea on Poe M An AIAWA lab adnetu MW erakae kf AM —1t'-A3 i2'9330 rf) -� srtsE7lilE�esiYealfldr F- 1r-13't27M30mM— - t, -� x Et; r t 1.7-2•trr tlr- i sa.aaw sr,ov.-�ri�.a�rrya��o.. is m.�c s a. swo. IMiarim9de. a4hd" Mprhaaetlf ��r.arr�.rr 1oneYaatisya�or tf TO fen: r as kwa are f>aaMp andf a GPwr tfatathfr u tnuoawndba �krodaukpftraerf xeureandatretceaemaext fay a�sw in sited btataa. ua aa� N ktmas AM W& MW be Closed hpry rover �eq w bdAae ba o re. r sa4Hieta►rhrwrdPA'ar Sio�ml3da�d'tak stir, ewe aw► Apply itt ordabde tlaNfa. iAaa nm6toawrraq Ma roof edpa ttr a11' (tOnem% rdemtsd iC {gyp MUSt elMrry 7h1 teat p� aid' (lpmt eed r+dend'di' (ilpeay 9�a� f�6 klldl (f frllbl NOT be C W.;ed} (rirmm) hayad Pfa Wide refAta woti is dams w �Wk tlm an nai aipeceed. Nm12 Prep of fN+Npi►MeM' Slit'-$t2 MIPMANT: I133165t:rni Faswav ttani NOT t� Set-SeY ,rnor..t wr.e.we► i,..,�. f'erF W. "W'ow. w9as ea treymonin,6Mwrtloa°.re '�•- ttaeelrrheil poew.e uea JUquiaw A Six Mail Faatook#g Patto/m? u,,,,,r, ,r,1 fwtto..piaara..e.r Use the diresMtnS above 1Yftt Nte bbowkV modkalim 1paterP aatao Mdreew ae' • Replace ttte blftef 1W0 faster" locale K with lW6 faWnM pacwwts. Plate two iastenefs 9' (229rrtrrr) from etutat end +l-1' (25rnm), and pace r` �ttae.ro ed w +�+a••i �� � ,iwesMe two add2tonat lastenerS Sd'(356MM)karQMW ed 4- 1' i `m)• " ndw"� artw.am ` twws+►aa Tia .e 10dove pti. r+ea�f •r. w vrl.tr Conetnactlod - � or+liPavat lhlley 4 eecmd9.ub.."quw,d at§n"r ." . a ho me fEagYMmtAyyllrp, cglNm/e ft ftMtww Wet- �OnatU&A*i*cou t-19*AM'nooVisaadatImeewq* coanea 10 d" tot aigairea to ae aa.s edq. eerie Want a mm Birth a foil Vie* and npaa tee Pdlanf Cheer kr w0eegrm coemu tft71E: 4 he NO from aw teA er dot rda Sold d Rider tea Well Prong e' (152 m) o:r 9 mar c--ktan*--OP- C-t 5 1pa�fik-Wd bjpdnape PoSWA 1p �"m P�q a Wa,aR sMtgkt, nod appyaa Yroer. S W#il moped Rod to vwocw wall) t.LeeM�ebegaaa h•a Ca•I+Ya NPt tY atY laOfinnd +eb er+rr arraneow a+qw pp�� i�an.rd+wip Tepee fo. bad AppAr fep araatam Yiu7ea PewdMP wbd `• S .•uu.. wPS Se`t lm let t•d8e�ro Rope a• tf�.w•.•r Fri if s-4- S. ar en Barr eanaae m aeprar attkges I it cek eaYrer a Qfeir adpw danerad r ter iFIF—.� r�i.ai= "Pkapla Pow* ie dow Boom rkda. how" ON" VOA. +er.wowM..a.M Mllr4rwdsro to tef"M k paupUPel Am dory or oA arq at Boom Wood a Okd arDrafralu aooWoGDeirer 10 now ononsdwdpenry ft o odde a sawaR Rauh Fueenea mm be of a mdaol Wipe bpenrt 1 the iwd Madftpt 69*2kW&t(t"atjxaMtdapb h1lowoeorShow r�dbM Nor *PkWw. flow apP�dwaw�mbeofmPwmod mh lomI an10P� aA a�W.00 artau. Tbb kKkdla MOM bsk old aMnpW of am and reke m irsdaKegefro.road sagsas trakd.Wkardau emoaband uw beeew wood sAPs t twaseory, W/s7 Ki6 uMe tkymont b atibtt» tzaea A ra ft 116 yeest 118611 BAR ae UWTW AWOY rot/ A.* d on taetE61rWVMY Moo a to M V4 ftWtM a r IdW nwgeWINK aepecdsor -N. aeeaw►Aar b.Wpld anYw yetea. Vi Z t] w 0 W w Q U ¢ r J a ti Q W 7 N w c Z zz U) 4 o lL O J`; ^ • rl N G 5 a Z 0 z x> 0 w z c z a > o a SHEET NO. R 1 SVR Lot 1 Block 2 2 e ® �MBERUN I aNIXdL !trd SHOT CORMUTM %IMBERLlNE TIRBEkQAErah.. APPLICATION INSTRUCTIONS Four Mail Pattern English Size Shingle: 12" x 36-15/16' (305 x 938mm) 1r-tri3os3s6tta,t)� � tr-u'(30s356mm)—••. r�- F most NOT t m h 0 1TY-2a 2 (13 t drnanj 1 r- 21tY 036mtm) r —t ply od 9ttlom side of i,wx iiiiiiliiiiiit 5-�s +z sasr� xi (tt33i m) i€f{jj pTpppOpplyyt�x�1Et5 Witdfl Shaded boxes, i ifasfierter muse NOT be OPOSOM f t Require A Six Nail Fastening Pattem? Use d* directions above with the fotlownng modification: Replace the kwr two fastening (Options with tout fastening placernems. Place two fasteners 8' (203mm) from either end 4- 1' (25mm), and place two additional fasteners 15' (381 mm) from either end +i- 1" (25mm). arnifaeitr."wd rp_ nralrr�aren ra,eor.r..rw nrww rwrwi�.«+aae..r�«e -- rwsr�itjWlarorr w. 7 For pe ippYtaitlat mp i p nttl rldpe sM n enA �pP/ as ftrain TO ar#eww apparaca,rsl6AFTIMBEpiEri`(ar r-,,1 IEAiFx`Fa Wpecwm2ek.r w tL-6 i marts) a a debt bw appkdm w Unlim st"a lR IP, For 6ma app4 y-1 NM I t "'m tromra l prarad Flip b siti im rid MOW mn*4W wan daobr th eVe m Farm In same mama as 84A opparxion snows Ap* rpf away trap "#a&* rid aredw, 3 Eiratt t:atas. Bnrt and a,e wan fua #*On Md awn wm, er m w =m. swpiu trey be trill Gas m to oam or Apu to ru.. eo mT ray sNners strAft up on root omm nos Wool" an Ouse an neonett torn b*M m"row and may dwape tie amnprs, yawosgir: ymw �wrwr r+e..a ti.w.rs. ro.+sw�rw 8 Was FWAN" Ofted Root to Wrlkal warty) 4 d omm as stow. Trim 6- (762mm) bnm tb and of the n smsy�pl�oraecadan0 oorestirlrirmote of tr wide trdarrta. TAie resu6sln a 5" (7Mmn} eMpoeae�aN wAh /CAI wMYA atondles watts dr nod Wiwi a dolt err about my 6 cease to dtedc par" abrmat wth ���� Mpdd:2. ,P. hen d V (ice) . GENERAL INSTRUCTIONS rbsbwfe F0rmwmVd awbosadasar Damn Ono" Md m "m now (sa Vm "o tF�Y.tnOt Tara fhbps<Aaeaspeaeftrmd wat"Il t N ptaar alrr eppadm arhatrqaa0 b ann aed wra rrroerr alNrbnrmtyaafWurilteeeaiap6prrpYrinpluamm�► a a an set o0oad b atshtx tarwaaorea, a Y dr feY• s rmr serer tad Faameb see ceder trse cYutedn+cas awba [ an b core la Ym wan Wmmarneeeaba/teaawefacapsa r as u shfnpr tab overate "aaalbarw b ASfM 1 lindafayetttra� SLesded Z eaearlm) a stsola UndMtphmk Low T/12 Vt! (1{7nre.9ereetw AwNrw M rMAslrrrt Caa oae M wnderYr nnYiutiied vow a AWkM- M r�r= W aw YrNy L��Yrtymwrtfr Q��Crlm twc wtxlNs. w. sar,Wr �� aMtb trb n dw w+ered tgara of asrnwino u. aAJraoutn asYs b MlL wdrt b pYot �a as�W�M l�C esaw wl� f� msyM��eacs� Yw�eM�p�c KAM�S�Ca�p�pepr�aYa+� t.wy 4f (61 mn eAdehirk � �idut� %stdft bw ° Y Y» not.dy. t Y t+orma .wds tiY a as a edRti"e sot a�pdsd i Y i'rit d 4- n— Pos���w 4esr.�a 5 Tm d f 1 r,, tr imu swtpr In me muse ma canbnr we mk starters aGiaat OI! tddf. Tw 10 1tatR"r coaauoestoe-Cloaea w 6 Tr�n111"W"Eff" t COW.T tau.meneerNsne Mills ksaaass nr row, prat and aiiweairit r repel hs str�e mtatittar Craw se�i 3. Precaudensiry aies Tkrm lee" Sties Mos lbl�at, sellww" as" 9"m Bird s! of ne ad" dn!atssn:tSaaEe i am ft w�Y M Ywsoerpawn matr�reed•�sewprs wa bs adffncoiA wurtr sea tiedbta n wade t. tmfnlas shoeM na be dropper oa ergs na atwmb Prot be wade b sepale snirnok: by tradsw z1 ctn4%t. swan dcarm&a* be brom in am wwow Grow odoes"maw in na I wpowltaI I I and us of Cbm Atype. f. $ wage stew to ined, a coverwalfrd era-tmdmu n loreporahrre tt6'F (4M Moue m tl sari and use we pK CQ eAafiOn hoods i an b be doubt Shanprt mot a. rXourlad Awn waaasr what sapred im fife. Da nbt mre rout mom ppu, tadtrbra, sac, a b atrlSpK m turd Wedxt swat be frond a ends. ►UrommT: pep* mire oreafON b aaw Mesa Minh. Ydsft ow aeon& Ydd W into one wse+/y frrr and bla. 0r wteaRp WNW ar aarG elmef"m proaa aammotb Faaferrsmtatb rlYrit bptaetrletr arttlial ba ( a tat rp4 ptywcad. kaw other abate weti Warr AbN. to set woods &Al when praora 0 hM bun IHett 4o um mil an anaedt srrroe.7nas mrAdn admp bast ale strfplu l nru and rdma rd MatMtp raw worn adptip"as traded. tAaa 6tRaa arfnoMn and m , , woos outer Y rtecass o mtm9 /9p tadrtrtstrntta tttahiain to A raft Trb paw b no wedWm ad WAOM 6 Lott? %NWNrr at A mar of A taY MIM OmN�ItYaaft ISaM wiAaf MrfM�n iarmorMki�ee. MPW eki d sdrr aeadla e2aa GAF YY.iw Coroaaoan flt6l16earAYtdaats?29oD Z � w Q H O w w Q U_ _ J r1 LL a J a Q i w 0 _ tS V o cr Z a o en LL_ O • rl S G a Z O Z as O w N w g Ir Z o a > a SHEET NO. L MINIMUM 2"X 2'' CONSTRUCTION GRADE MIXED SOUTHER$ PINE OR EQUIV, WOOD BATTEN STRIPS SIDE VIEWS OF EAVE 0' ROOF OvEit wic J—Cl-MNEL FASCIA. 1 f 2 iR S DOUBLE 5` APPROVED MODELS EXPOSURE INCHES 11-1ICKNESS +.003 DESIGN PRESSURE TRhIS I ON 10 0, 042" + — $0.0 26�6 PSF PSF TRMS 1 OV 10 0.042" + 60.0 26.6 PSF PSF PSS 1 Oki 10 0.042" # — 0 60:6 _ PSF PSF PSSIOV 10 0.042- + -- 60.0 26.6 PSF PSI' LEPION 10 0.042- + — 60.0 26.6 pSF LF'P1OV 10 0.042" + 60.0 26.6 PSF PSF GALVANIZED -ROOFING NAIL 1 /8" RING SHANK DIA. 3/8" BEAD DIA. X 1 1 f 2" LONG. 010" D.C. TI-1RU THE NAIL HEM MOLES & THE WOOD JOISTS. MINIMUM WOOD ENBEDMENT IS 1 3/8- A REVISED BY RICI- ARD D '1ETTE 1 FILE tlka :aK52- 1 131 OAOE SOFFIT 110. Revisions ii iR. 21!j 1 f TRPLG 4 w APPROVED MODELS EXPOSURE INCHES TMCK14ESS *:003 DESIGN PRESSURE FTa— 9 214 12 0.040' + 60.0 PSF — .34.0 pSF PTS-12V 12 0.040- + 60.0 PSF -- 30.0 P sf PTS-12CV 12 0.040- + 60.0 PSF P SF Ili�� �'fi [IrI•G`{c� �I��t# �i ro i lrvbjr� i Fay Alcoa Buildiniz Products PART- INSTALLATION DESIGN 10/9 9 DRAWINGFOR VINYL SOFFIT 4/99 I a *� :�::,GjDA> ; 4/1st99 Data ' SCAJI: 1 ` - 1' SI -- — Z �q 4� g OU OU x � Q �� � 1 Z F— ! 7 L . LL r. SHEET IN1 ORIZ. SIDING J�'PitG�VE1 �a4a tJip '► 6 C T1p U S �00 ms" P OW-40 8 4 t/2 0.040' -46.6 PSF . TAM--40 a 4 1/2 0.9 40' -46.6 PSF IBC--40 .8 4 1/2 0.040* -46.6 PSF UB-40 6 .. 4 1/2 0.042' --4&6 P9 L4dT 8 4 1/2 0.048' -46.6 P5E i t 40 8 4 112 0.44$' -4&6 FSF SW- 44 a 4 0.044- -46.6 PSF LFP-40 a 4 1/2 0.044- -46,6 KF DR-40 a 4 5/8 0.0 42` -46.6 PSF Cw-40 8 4 5/8 0.042- -46.4 P-V QT -14 O 4 5/4 0.044- -80 PSF. CS-- 40 8 4 3/4 pdMB' - 80 F*5F t1w-50 1.0 5 1/2 0.040' •-46.6 PSF IRIA-50 10 5 1/2 0.040' -4.5.6 P.,P• MC-54 to 5 1/2 0.040, -46.6 Pik' MO-50. 10 5 1/2 0.0420 -t6,6 PSE wCV-50, t4 5 5/8 o-0461, -46.6 L551 _ to 5 5/8 0.04V -46.6 PSF UPION 10 5 1/2 0.044- --41,3 FSF _ .pw-so to 5 5/8 0.042- -46.6 PSF Q�Tr-`o 10 ... S 3/4 0.044* -80 PSSr CST tV 5 3/40,046` -6D PSF � -Tf A" DUTCH W SIDING Ci..- .#PPitQM1.w m0ow �E WCRES - � 6 .11'�[1C im t"3 foCTi1ri11 PitCS MCD-40 8 4 1/2 0.040' -36.2 PU CWD- 40 a 4 1/2 0,042' -XI PSF 0MV-45 9 4.5 1/2 0.040' -36.2 P7 TRUB--45 9 4.5 1/2 0,040` -3f,2 PSF MBD-45 9 4.5 W/2 0.042' -36.2 PSF LFPD--45 9 4.5 1/2 O1044• -36.2 QTV ' 45 9 4.5 3/4 0.04-4' .-63 PSF GSa-t5 9 4.S 3/4 0.046 -e&) PSF UCO--50 10 .5 1/2 QXI-0' -441 PSt C41rO-50 to 5 1./2 0.042' ---4t,.6 PSF s1w--SS 10 5 518 0.044' -4.6.5 PSF L055T to 5 5/8 ().048. -4&6 PV bNCIV-50 10 5 5/8 0.04fl' -46 S PSF C0100L NOTE*: 1) ALC" %Urtt h SQFi'1?1' PROOUC1S AK W C. FAOM A. tQRWL rM MOC Clbt PO" UEMG OR CXCEED04C THE ACalu D4DIiS OF ASM 0 a672-XTAtWqt0S FOR FA:C sXVIC ANO COM DS. z) wuts u10 5 ftg TO PEC04 +r:tM SO= / S<ti SHXL $E CWCKED rUf1 M17+L">E4#R& IK OVACY. CRACKS A00 OUTC1fS TPAT SHAU ErE CUMtATED. 3} 'MALLS SFWL 8C XAMR PAOOf ED wtf14 ASPnAL,T SAILPAnD FELT Of HOT LESS THM 141 100 $O. Fi. AS QES0110ED V 4 SECW" 704.6 (0) Of THE FLOA*A UlAtONG COQE 4) W#W & SOFFR Yr1"E 'THE S10WG / S4tfM ME 1v BE 114STALi.E.D SHALL SE MIGfMa BY .A RECA 10 ARCtuiECT OR E.NGWER ACCOREMtC TO THE SOMI FtOR10A OUXD91C CO€kE MAD #NE Ural UN REQUIRNIMS Or IM DRAVM. 5) RMAILAIWO Or ME s10411 / SOTM ,01D ACL'£S-AVC( P110DUCTS ME APPUCARL£ SMM" OF MC 3OVfH Ft.ORMA StM-'XK CODE. A REVISED BY RICE [) BOYME 1 FILE NAME. SK5 - l B BADE f10. ReAs1cm 10 5/6- (5) PLY PLYWOOD 2' x 3'0 1 i6' O/C CONST. GRADE FASTE3+ED 70 COW -RE E OLOCK WITH ` tiw► 3/ 1 s Upcom 4 12' O/C 1►,u•s .tL0%41ti sa1 tftgaC.ftt^Ad �f Sims 0 k4AXm t SPACWC 16� 0-t 1/$- HEAD 04A X 1 3/4- LONC. 01 S' a,C. THAU 1W U4 L HD4 HOLLS & n C WWO STUDS *11H 1 31C ENUMMERL r AIMOSP AS COO TpA IhM Tq 5V,ji1+ 110AIDA D tEa C�[E owl)-U: c, r C.Nu1-j K1 Orion rtfi�t.rxt w 4?'9„ m-0-4 i,"wv Alcoa Building Products PAM: .-INSTALLATION DESIGN! 6RA INN FOR VINYL SIDING SIDING 4/99. u A R ' Data I SCrLL- GAG iDAM 4/15/90 S -- 5 3 --1 B a RIC'HARID 80irMI fL0APC1424 ,4cm CQ0WdA 1114-1 �■-nrp4pikaIk;h FL Tf.�i 334 pr i z �m a� U m O J OUgg � i J z Q .� SHEET IN2 SSB960 Instructions Installation of SSB960 roof vents should com- ir I on Ply with all local standards and regulations. Arow.0 tw CAUTION Use appropriate safety glasses, =:77rgloves and other equipment to avoid injury rod peak Pico del techo a71e CIO IDit f Figure 1 • Figura 1 Figure 2 • Figura 2 New Constnuction 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 18"xl8" piece of GAF Weather WatcV or GAF StormGuard" 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 naffs should be l"from the edge of the vent flange. Seal all seams and nail heads with an approved sealant, such as silicone, roofing Figure 3 •Figura 3 cement:, or waterproof caulking. (Figure 3) Complete shingle installation: Continue installing shingles, overlapping the flange on the vent. Cut the shingles around the top of the vent to match its shape. (Figure 4) Figure 4 • Figura 4 peak pionroot act twho Figure 5 • Figura 6 Figure 8 • Figura 8 Installation of SSB960 roof vents should com' .�, ply with all local standards and regulations.. CAUT10N. Use appropriate safety glasses, gloves and ether equipment to avoid injury. Adding an SSB960 to Finished Roofs Determine the location of vents: Inspect the attic to determine the location of rafters and other obstructions. Evenly space the roof vents along the width of the xobf, marlring 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, cutaway 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 18"xl8" piece of GAF Weather Watch' or GAF StormGuard® Leak Barrier. Center the leak barrier over the hole. Remove release film press into place and cut away the leak barrier spanning the hole.) Position the vent: Apply generous amount of silicone, roofing cement, or water- proof caulking to the perimeter of the hole. (Figure 7A). Slide the vent into place beneath the shingles, ensuring that the thmat 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 1"in from the edge of the vent flange. Replace nails in the shingles as necessary to ensure a proper seal. Use silicone; roofing cement, or waterproof caulking to seal any exposed nails. (Figure 8) NOTE: In Carada, oriy the GAF and Quallty You Can Trust Since 7886_ _ _ ROTE: In Canada. only the GAF and Quality You Can Trust Since 1886- _ - Timbedine loF.s are regslered ttaderna ks. from North America 's Largest Ranting Timbe6ne logos are registered tradgnarks. from North America's Largest Roofing NOTA. Sdamente i m nombres de GAF y i NOTA: Sdarnento los nanbres de GAF y E TimWinesonmarcasregstmdasenCanadi. and Ve/Itilarion Manufacturer TimbeflinesonmarcasreasradasenGanad3 and Ventilatlen Manufacturer REMAROUE: S:Js les noms GAF el REMAROUE: Seuls Ws rams GW el Tinb rline s• ni des marques de rallF Qi s Timberline smt des mar ues de OAFY6HMt2 canmerce dTose,4_- au unada CORpom7 m t cwmerse d:pos6w av Canada WRFOROM SHEET NO. IN3 AL JAL *1 49�1Z• .0 1 J LA ! 0-'T �J� q — iKm Roof Dom: tl only aver swell -seasoned, supported wood deck, tightly constructed with rnaxitmttm 6" vide lumber* having adequate nail -holding capacity. Plywood decking as recommended by the Engineered Wood Association Is acceptable. For ridge vent to function property, it mast be the only high or exhaust vent for the vented attic space. Ridge vents will not function property it used in conjunction with gable -send louvers, turbines, roof vet or power vents. Slope Restrictions: Use only on slopes between 3/12 and 16/12 STEP 1 Calculations for a Balanced Ventilation system To achieve a "balanced system" with Cobra,9 Ridge AunnWr dge vent, there must be an air intake system (i.e., softh or undereave rents). For peeper ventilatien, the amount of undereave vertWAlon must equal the amount of ventitedw at the ridge. : to no case should the amount of exhaust vetaiilatkrn exceed the amount of intake ventilation.. To determine the minimum sgme feet o} net free ventilating area JNFVA) needed for a balamed ventilation system, use the follower terrrnft; Seq. ft. of ad% floor space = Min. Sq. fl. of NFVA needed 300 Cobra* Ridge Runra r"ridge vend has 12.5 square inches of NFVA per lineal toot. To defermWe how many feet of Cobra" Ridge Runnler'ridgo vent is needed, use the following formula" 1/2 x (Min. Sq. f. of NFVA needed) x 144112.5 = Min. lineal feet of ridge vent needed To determinm the amount of undereave vent required, use the following formula: X = NFVA (Sq. In, per. tin, ft.) of the undereave went of Intake vent system selected 1/2 x (Min. Sq. Ft. of NFVA needed) x 1441X = Min. lineal feet of undereave STEP 2 veent needed Instruction For Slots Alter calculatiq the tufal length of Cobra* fudge Runner -ridge vent needed, determine the necessary slot opening requct. mote:11 insUllkig can an existing roof, remove the carp shingles from are ride. Roofs withal a ridge board: cut all opening along the ridge, N" on each side of the roof ridge (Figure A). Roofs with a ride board: cut an opening along the ride, 1Y." on each side of the roof ridge (Figure 8). Note: Maximum slot opening is 3%„' wide. Mark off and cut the slant opening, making sure that the ends of the opening stop at least t `from any end walls or hip Intersections and 12" from chimneys (Figure C). Where short ridges (dormers, ridge Intersections) ate used, mark and cut the slot making sure that the WO of the opening stops at least 12" from the ridge brtersection (Figure 0). 20-fx 11 V211 Roll Fig. A No Ridge Board Fig. B With Ridge Board Fig. i rirl�riw wrilrir i aiM!+i«wY. WM '=sue Fig. If Copyright 0 2000 Windward Homes No portion may be copied or reproduced without the prior written permission of Windward }domes Share drive W: Quality Control Checklisu'Roofing (680)J Rooting Install Shingle Final Group 680 rev 03-16-07 , Page 3 of zom m z Windward_j Homes PLAN © 2003 WINDWARD HOMES. ALL RIGHTS RESERVED Tear a 1aftflon to be used as a template for lavirm the went out (Figure E-G) and ceaW the lenviatellocator avert ridge cap shingles at the beginning of the vent slot Note The locmion of the Wft (Figure H). Make sure to do this at both ends of the installation. Maas 0* dislame from the edge of the real slot to the exterior baffle (D). EsWbUsh a chalk fine Moog one side of the ridge (Figure 1). Unroll the veol and use the included W pneumatic rool'Im nails to attach the W "of the ridge vent with The exterlor of the baffle aged with the chalk Ilne (f Igwe J). Nall gun UqeU are embossed on' part as a guide for propesty attaching vent to the roof, no vent should be haftned an 6" caMors (Figure K). Proceed with attachhV the other side of the vent,. When beginning to nail down the second side, do NOT begin at the end. Begin between the first and second one -foot seellons and then return to fasten the first orte-foot section. This will allow for proper fit. NOTE. Fo r proper app-para.r ?ce, pull th c thv ovvr, t ly XfOS Ifte (496 8(,'d ff8t 017 M,95 M� b6fOrP, Skt')P'6�7 ,NOTE Fof a uniform qprariccp o, r 4rislall Cotra Kd , eaxe veef?l ovot Ax etqfirc 16ngM of ft ridge, rnakifag Sum tPar U'le kv, 11 mesld3 past the slot opeaifr4 &Y at ipasi 6" A10 TE. tior ap)w cationsIo ver fammaw shingiss, apply a bead of sYkone oaulkiog or toof veawnt to the undmsfde of 08 orilef baffle along Me eptiro ridge and at exoosed des so ft ", g2ps are compistely rlhsd' MOTE. Mvri venliag vau)W and calk -drat ceilings, exh fals0after csvity must be mttfod at bolh ends axy have al /683! ly, ' efearan ce. STEP 4 Cap Shingle installation Install tm rWqe cap shingles directly to the vent using prmimatic, nail #un, wd IncludIed 1%" nails. A nail line Is Inscribed on the lop of the vent to serve as a guide (Figure L). A4 Quality You Can Trust Since 1886...1rom, North America's Largest Rooting Manufacturer 600 CM5 GAF UalgrkA 0apor.4ban tZ% # 1361 Alps Road Wayne NJ, 07470 %,Awqw- xvr RE608804 iM4 CopyTight,� 2000 Win(l%'aTd Homes No portion may be copied or reproduced without the prior written permission of Windward Homes Share drive W: Quality Control Check 11 st/Roofin g (680)/ Roofing Install Shingle Final Group 680 rev 03-16-07 /Page 4 of 4 Windward j Homes PLAN @ 2003 WINDWARD HOMES. ALL RIGHTS RESERVED SIMPSON STRONG -TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida N A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU46 Adjustable Post Base FL474 ABU66 Post Base FL1725 Anchor Bolt Wedge All FL5415 CMST12 Strap Ties FL1901 CMST14 Strop Ties FL1901 CMSTC16 coiled Strap Tie FL1901 CS16 Coiled Strap Tie FL1901 Epoxy Set FL402 H10 Hurricane Tie FL474 H2.5 Hurricane Tie FL474 H3 Hurricane Tie FL474 H5 Hurricane Tie FL474 HCP2 Hip Comer Plate Connector FL474 HD10A Bolted Holdown FL503 HD8A Bolted Holdown FL503 HETA16 Embedded Truss Anchor FL1901 HETA20 Embedded Truss Anchor FL1901 HETAL16 Embedded Truss Anchor FL1901 HGA10 Heavy Angle FL1423 HGAM10 Heavy Angle for Masonry FL1423 HGT-2 Heavy Girder Tiedown FL474 HM9 Masonry Hurricane Tie FL1423 HSUL Skewed Face Mount Hanger FL1218 HSUWL26-2 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 Tie FL1901 LTT19 Tension Tie FL474 LTT20B Tension Tie FL474 LTTI31 Tension Tie FL474 LUS26 Joist Hanger FL3750 Masonry Screw Tden FL2355 MBHA3.56/16 Masonry Beam Hanger FL538 META16 Embedded Truss Anchor FL1901 META20 Embedded Truss Anchor FL1901 MGT Medium Girder Tiedown FL1423 MSTA24 Strap Tie FL1901 MSTAM24 Strap Tie for Masonry FL1901 MSTC28 Strap Tie FL1901 MSTC40 Strap Tie FL1901 MSTCM40 Strap Tie for Masonry FL1901 MTS12 Twist Strop FL474 MTS16 Twist Strop FL474 MTS18 Twist Strap FL474 MTS20 Twist Strap FL474 MTSM16 Twist Strap for Masonry FL1423 PHD5 Holdown FL503 PHD8 Holdown FL503 SDS1WX1 Strong Drive Screw FL1463 SDSY.X2% Strong Drive Screw FL1463 SPt Stud Plate Tie FL474 SP2 Stud Plate Tie FL474 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 Approved Products List Product Category Sub Category Exterior Doors Sectional Exterior Doors Sliding Exterior Doors Sliding Exterior Doors Sliding - Series 420 / 430 / 440 Exterior Doors Swinging Panel Walls Siding Panel Walls Soffit Roofing Asphalt Shingles Roofing Other - Roof Vents Roofing Other - Ridge Vents Roofing Metal Roofing Structural Components Other Structural Components Other - Concrete Lintels Structural Components Other - Concrete Lintels 8" Structural Components Other - Mullions - Series 1442 / 1445 / 1446 Structural Components Other - Mullions - Series 1445 / 1447 Structural Components Other - Mulls & Brackets - Series 5300/ 5347 / 5348, 5350 / 55 Structural Components Other - Precast Lintels Structural Components Wood Connectors - Anchors Structural Components Wood Connectors - Anchors Structural Components Truss Plates Windows Fixed Windows Fixed Windows Fixed Windows Fixed -Series 1100 / 1900, 1450 / 1550 Windows Fixed - Series 1100 TDL / 1100 / 1900 / 1970, 1450 TDL / 1450 / 1550 / 1570 Windows Fixed - Series 5000 / 5300 / 5350 Windows Horizontal Slider Windows Horizontal Slider Windows Horizontal Slider - Series 1180 / 1480 / 1980 Windows Horizontal Slider - Series 1180 / 1980 / 1990, 1480 / 1580 / 1590 Windows Mullions Windows Mullions Windows Single Hung Windows Single Hung Windows Single Hung - Series 1100 / 1900 / 1970 Windows Single Hung - Series 1100 / 1900 / 1970, 1450 / 1550 / 1570 Windows Single Hung - Series 1140 / 1440 / 1540 / 1940 Windows Single Hung - Series 5000 / 5300 Windows Single Hung - Series 5000 / 5300 State of Florida Manufacturer Approval # Clopay Building Products Company FL4914 Florida Extruders International, Inc. FL45 / FL5726 NuAir Windows & Doors FL5340 General Aluminum Co. FL5710 Plastpro, Inc. FL4764 Alcoa Home Exteriors, Inc. FL5538 Alcoa Home Exteriors, Inc. FL5543 GAF Materials Corp. FL183 GAF Materials Corp. MIAMI-DADE #05-0909.02 GAF Materials Corp FL197 Marlyn Metals, Inc. FL5204.6 FECP Corp. Cast -Crete Division FL158 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 Corning 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 �I rc N Si ILX2"-U-d-c--