The URL can be used to link to this page

Home My WebLink About36036 SHADY BLUFF LP ``"� ��-:.�1� `s .''ry ( / l� i. ' "Plan"Review Comments-- Sinrale Famiiv Residences �i. i `F:F:E.�shall be.a�minimum 8" above road efevation orto�the engineered site � plan. .2.j Tie-in survey required bef.ore pre-sfab inspection�to show elevafson. 3.' Compaction�.test required if.24" offill is brought in at any one.place. .4. All setbacks shall be met, 5. All appliances shall be protected from car impact in garage. � 6. Return air in ail.bedrooms. F.B:C. M1620.4 7. Ground mounted AIC units shall be anchored per F.B.G. M1307.3.1 8. Lot shall.be graded as�to campiy with 401.3 of the F:B.C. 9�, Drainage Plan Requirements must be made: Ordinance-#974-07 Section 6• 10. Smake afarms to be instalied per code 313:1 of the F.B.G. '1(1. All glazing requirements to be met per code 308.4 afi the F.B.C. 1�. All means of egress are to be per code 311 of the F.B.C. 13. R.O.W. use permit required for all driveways. F.F.E. — Finished Floar Elevation F.B.�C. — Florida Building Code R.Q W.- Right Of Way . � � �. - ~� I �.:,�� i � ��`��t�� <t�(( �� .r� ' . �`t� 1 j �� 4o��A�o��:� ( � t��,5�Q��,S,� ��-�,C�'��,C�"� .. ��,�1 P1��O�A�'��'�`�� Cd��'0�"��4� ' C � � SVR Lot 16 Block Jr • Fi. 1S$JI$/T L1 :I' i1 4 Hil i'i 5439 Beaumont Center Blvd. Suite 1050 Tampa, Florida 33634 (813) 885-7744 DRAWING INDEX SHEET NO. DRAWING TITLE ' IV' � � s ry COVER AND INDEX A I FOUNDATION PLAN �`�`� 2 A2 FLOOR PLAN-FIRST FLOOR A2a FLOOR PLAN-SECOND FLOOR A3b FRONT ELEVATION-'A' A4b SIDE 4 REAR ELEVATIONS-'A' AD I INTERIOR ELEVATIONS ELEVATION 'B' a = 4—BEDROOM / 2.5—BATHS / 2-CAR GARAGE ,E 053 PLAN OPTIONS PLAN # f0625 �il lf C� 054 PLAN OPTIONS 5 STRUCTURAL DETAIL SHEETS D DOOR SCHEDULES, DETAILS 4 INSTALLATIONS W WINDOW SCFIEDULES, DETAILS 4 INSTALLATIONS R ROOF Sk11NGLE INSTALLATIONS IN SOFFIT 4 SIDING INSTALLATIONS AREA TABULATION TABLE (IN SQ. FT.) LIVING COVERED GARAGE PATIO TOTAL AREA AREA ENTRY UNDER ROOF WHETSTONE 2045 128 430 110 2603 _____ ISSUE HISTORY NO. DA!_L. ,OK DRBWN DESCRIPTION' APPVD ENGINEERING & TESTING, INC. 07/15/05 RECEIVED FROM TRUSS COMPANY MC 08/29/05 RECEIVED FROM ENGINEER MC - 05J24/02� ELEVATION'0ADDITION MC 2004 53rd Avenue East i Q D5/24/0G ADDED'E'ELEVATION t ADDITIONAL CORRECTION5 05/31/06 -'_' YNR ENGNEERINGREVIEW OL` Bradenton Florida 34203 PLAN NO. f0625 09!07/06 5.0 MV V5.0 ENGINEERING CHANGE 5N 7 r \ 09/27/07 .O-G.I TW PLANREVISION-5EEDOC5 5N Phone (941) 727-1138 VERSION NO. 5.0-6. I W : DATE: 10/04/07 o_� 8 urw 8��0 8 SVRLot 16 Bloc 4Q•- iN5 13'14' I'-a 5'-5' MP11E5. 00 o N ___ L 0 A WINDOW can 'i 52 Pf. UPS. 15EE SHEET S/AD2 5 3-5 2'-4' 3'-4' 5'-I• 6'-I I• 4'-O' `�^ s•� AJC COND.O 1, CONC.PAD I w j J9 SIZE BY MFR I p O I RE IEW ` I r� FF wN C1_T O • r--- - —' ' - --- ------- - -- - r-�ii - ---------- ---------- b i I 3 3 cr 2$' 1 1 III v n i A D D �1 ■ 1 b ii W - I po 2552 WNH O OW C E5 N MAOTEDR S' t...1 1 , I, • Ij^. u1 in - SZ BEDROOM E EGRESS 1� 1 :.. ..i jy 1 i - H b 1 ■ REO NT5. �� b < _ -a 52 C1w APPLIES. HB `� i 14 to {r �- ♦ i � •_- <t----� , .7�;.. �Ti 77 , F,Y� ■ N I 1■ 1 DENOTES WINDOW AND DOOR i , __ '4 1 8 5'CONC m`TG i m LOCATIONS,71PICAL I 1`Tr-—p IIh '! W/(1)05 REBAR i In b Iir " III 31/2' CONT All CV cn i STEEL REINFORCEMENT SHALL HAVE i i ri �� `� i i 5HOWER 3,_2° m v1 1 A MINIMUM OF 3'CONCRETE COVERAGE i -L---- m ' RECESS m WHEN IN COMACT WNH EARTH i I i STUDER VENTS ARE TO I i r :: ± 1D I i i BE USED IN THE 1 4 `l/ Q ii MASTER BATH VANITIES I�._.+ ■ ■ ELEV:0-o'REF I - ; ^ 32'FIBER ME5H CONC.5LAB OVER I 2 2 i it I_, n i P n 6 MIL.VAPOR BARRIER ON CLEAN 24'24'x 12"D CONC. 30°x30'2'D CONC. 1 `r I SZ 0CIi 1 ! I 1• .r 1 1�__ I ' W L______________ Y I 1 .T ___ _ ____ 1 ■ -, ----------- I ! -� I OPTIONAL SERVICE DOOR I — 1 O D I 24'24'x 12'D CONC. 30'30'12'D CONC. _. 1 ! 1 PIG.W/(5)#5 REBARS FTG.WI(S)05 REBARS K OPTIONAL LAUNDRY TUB. PKG.SEE SHEET AIDS 1 1 ■ EACH WAY EACH WAY 52 1�� SEE SHEET&054 FOR I FOR DETNI5. I ! I I 1 r,' J DETAILS. 1 CHECK IF TH'5 I `° / `V 3 I a-O' I Tn m L� I IH/ ❑CHECK IF THIS I I T 1 B L___ 1 'v OPT.APPLIES. OPT.APPUE5. I ■ TI ` Z 1 n1 ------ --- — — 3 1 Q I r 'J J I -3 12' L_ 6'I' I. i ■■ ■ ■ ■ ' ■ tI 1 tI ! Ii II5' I' I'-5' m �I � ■'� 1 ,o - - - —__- —___ __—__It--- -------- ------ ------ ------ m -- ---' I 1 i ---■ 1 I I M i ■■■ ■ ■ 1 I I J � 1 �' 24'x24'x 16"D CONC. G. m I I'- i 6-I' i 1°DEEP CONTROL JOINT — I B - 2• I SAWCUr WITHIN 12 HOURS 1 } W/(3)X5 KEBABS EACH WAY 1 0 52 - __ 1 o b OF CONCRETE NACEMEN i. ■ 1 V I I I I C I ---j .--- I'_5• 9 I m ■ 1 I o f i z D 41 - I I m I ■ 5 24x24'l6'DCONC.FTC.WI B `' I A _i HB 0 • • (3)15 REBAR5 EACH WAY 52 T_4• i LL Ti- 9'-5' - ? —■ i E I 8�8�i b 52 a`I — — ___________________ -- : 12'-4' 5'-4• I._5.' 16._6. O 0 II,_5. pn N O ELEVATIONS - 'B', 'C', 'D' & 'E' 1'-5' 16'-a 00 NOT INSTALL PLUMBING j VENT PIPES 2.OR GREATER 12'-4' 5-4' 191i" IN MASONRY WALLS 1 Z > ISSUE HISTORY 4o'-a Z NO. DATE VER DRB10W DESCRIPTION' APPVD ELEVATION - 'A' - 07/19/05 RECEIVED FROM TRUSS COMPANY MC _ t - 05/29/05 RECEIVED FROM ENGINEER MC n - 05/24/06 ELEVATION'E'ADDITION i Q 05/24/06 ADDED'E'ELEVATION F ADDITIONAL CORRECTIONS 05/31/06 4.) TAR ENGNEERING REVIEW OLC -� SHEET NO. x 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE 5N 6 D NOTE:A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE ]�vr/1� u O 09/27/07 .0-6.1 TW FIAN REVISION-SEE DOGS 5N SURVEY SHALL BE ON 517E FOR THE BUILDING INSPECTOR'S U5E OR,ALL - ' L.�A:` _ 4.:., PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM 5 MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. �Ra n ; , , 7s SCALE: 24x36: 1/4 I'-0" I I x 7: I/8"=I-O" GENERAL STRUCTURAL NOTES WALL TYPE LEGEND 4O-0 OA 2)2x 12#2 5YP NAIIPD d(2)ROW5 OF I Od NAILS @ 13'4' -a 5'-8• 12'O.C.STAGGERED. INDICATES(I) R IN I ' CONCRETE FILLED D CELLELL O (2)0 1 O I2 5YP NAILED k4(2)ROW5 OF I Od NAI 5 @ CONTINUOUS FROM 75R�$i j L, OPTIONAL DAY WINDOWI. o A0 y 12'O.C.STAGGERED. FOOTING TO KNOCK-OUT PATIO L PKG.SEE SHEET 4'051 25 W FOR DETAlt5. LINTEL(TYP) 11'x 10 0 = o INDICATES SHEAR WALL ❑CHECK IF THIS u u o I OPT.APPLIES. SEE 511EET F/AD2 4'-a 5'-8' 2-5 j 4'-4• NC LAND.O INDICATES INTERIOR FRAMED - o CONC.PAD I IA4 SIT ~ o NON GEARING WALL - 512E BY MFR-I 2 G'-8•HD Hi(,)O i 2 AREA ShADED INDICATES O / CLG.@T$' w I pa 0 sBh AD3 / —_—�\ INDICATES FRAMED BEARING WALL W O 4 2•FAMILY/KITCHEN ' --POOL/ EGRESS �, o - -------------------------r; A� as.@ 8$'AF.F. ( BATH CIG.@ 8-6 — I ' LIVING ROOM v ; b 1 ; v MASTER SUITE ; O T x 19 b ------- OPTIONAL WINDRY A A = CONTINUOUS ^I 12'-6'x I3-6' A, CLG.@ 8'$'A.F.F. TI1B.SEE SHEET E1DS O _� API AD I ; TRAY CEILING i — 255H WINDOW COMES STANDA FOR DETAILS. 2868 r I I , WITH OPTIONAL BAY IN MASTER CHECK IF Tn5 REFRI 1C , BEDROOM TO MEET EGRESS 1 OPT.APPLIES. ryg �P 1 AD I ❑REQUIREMENT5. �y CHECK IF THIS APPLIES. O3 b 6x6 LVL P05T __ _ ♦L�1t v� x6 KNEEWALL TO 36' SEE DIAD3 i� ,�o i i N , ' 56 ' ^r� H a' -. SEE FRONT ELEVATION FOR EASE EDGES 1° ARCHED OPN N I PANTRY __ _ _ _ 68 PKT I MNoays TH15 LOCATION FOYER A G (4)SHELF ARf;;�D OPNG , 7`..} 2668' B i 4 ;� 2'-4'J la-0' m 1 a AFF ■ A N DI OI 3068 MTL DR A = DINING ROOM I GARDEN FRONT PORCH 6B m b HALL W..C. ATH TUB _ I W(2)I2•S.L CLG.@ 8'$"A.F-F. T$' CLG. 8'-8' 2 4'_ 3'-4' 4• ^ N N r A.f.F. ■ a U o ' ENTRY ! ini - 5 o y1 = b N _ ■■ ■■ LG LU C --VOME__ _ ■ 1 1 - m '4' O 9-a I'-4' O 9'-a Fn 172 9'-�^` a- N S ORAGE )R f 5 io 54 0 I , ALT NC Es 1 I ILOCATIQ 1 2868 " I AH WH I x•�— �y`1 Tn I 53 TYP. I O A ® A I G'x T OV / 56 µ 56 ■ — OFTIONAL SERVICE DOOR "1 1 i -- 32 F LIVING ROOM IS-Tx Ib -------OPTIONAL LAUNDR`.' _ 1 I FAG.SEE SHEET ADS \ O > CLG.@ 8'-8'AF.F. 1� 'n u — i -- 12'4' 5'-4• I'-8' FOR.SEE SHEET NO`.r7 / F❑CHECK IF THIS` FOR DETAILS. I x I G I = L 1 LI]CHECK IF TH15 I Ir 1 I a —/ 1 OPT.APPLIES. 0 1 1 1 1 1 1 1 1 OPT.APPLIES. I 1 ■ ___ I ; ) - ELEVATIONS - B , L , D & E 6x6LVLpD5T L �`J x6 KNEEWALL TO 36' SEE D1AD3 N IAFF W/1 x8 WD CAP. FORDETAILS 2 EASE EDGES z;zs sn All I FOYER (Y �-i mot '` To 1 CI-G.@B'-8• o 4 N 2 3 3068 MTL DR LU 3 2-CAR GARA = p 9-4' 4. 6'-4• I F-- —' 9 8'x 22' Id_ , .y ■'■ CLG.@VOWME I r ' F- 4' I 7'-a m i LL p I 8ti� g CAST-CRETE LINTELS OR EQUIVALENT AD3 a OT. O^e O 16 x 7'OVERHEAD GARAGE DOOR USE 3000 P51 FINE GROUT(3/8' O5 O 32 PANELS WTH UTES AGGREGATE MAX.)WHEN 8P24-OB 8P24-ID 8"KNOCK-OUT BLOCK, GROUTING BOND BEAMS b r-a B'-a r$ T-g ' CONC.FILLED, 40-0'PRECAST UNITS. W/(I)#5,TYP N on SFIG-0B 8fIG-IB c 8"BLOCK, ELEVATION - 'A' o 0 •` CONC.FILLED,TYF 10 8F8 I B 8"PRECAST, 5 O ISSUE HISTORY CONC.FILLED,TYP ;w . o W NO. DATE VER DRRVVN DE5CRIFTION' APPVD (WITH OR WITHOUT REBAPPPP) y z (n LLj Z - 07/19/05 RECEIVED FROM TPU55 COMPANY MC t - W Q d' } - 08/29/05 RECEIVED FROM ENGINEER MC O (1)#5,TYP J d 1 a n - 05/24/06 ELEVATION'S'ADDITION MC # a i O 05/24/06 ADDED'E'ELEVATION 6 ADDITIONAL CORRECTIONS A 05/31/06 4.1 YNR ENGNEER NG REVIEW OLC 0 O O 0 O / !` SHEET NO. 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE SN .-. - ,. Q 09/27/07 .0-GA TW PLAN REVISION-SEE DOGS 5N 1,, �'�i i;,,) 1 -- LINTEL TYPES / SECTIONS LOO FLAN . FIRST FLt NOTE:ALL PLUMBING,ELECTRICAL AND MECHANICAL u A2 SCALE: N.T.S. ROUGH-INS MUST BE COMPLETE,INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. 5CAtf:24x36: 1/4"=1'-0" 11x17: 1/8"=1'-0" SVR Lot 16 Bloc OPTIONAL ATOROOJ OPTIONAL DORMER @ LOFT OPTIONAL BEDROOM 3 OPTIONAL DORMER @ LOFT DORMER PKG.SEE SHEET -` PKG.SEE SHEET A1053 To DORMER PKG.SEE SHEET ------ PKG.SEE SHEET A1053 TO B'052 FOR DETAILS. DETAILS. 21052 FOR DETAILS. DETAILS. o0 ❑CHECK IF THIS OPT. ❑CHECK IF THIS OPT. ❑CHECK If THIS OPT, IE]APME5. CHECK IF THIS OPT. APPUE5. ` APPLIES. APPLIES. oN Nb� I IT (I)Rt5 (I)Rt5 A LOFT LOFT (NRt5 (gR65 g°g r CLG.I @ 8-C W5LOFE S RAGE WALK-IN �� @ X a/' S RAGE WALK-IN w "o C OSET CLOSET o LL @ 0 W5LOPE C OSET v CLOSET rF7-( _LEIUNG UNE-_- m oc ae oc CEWNG UNE m oc - t- P BEDROOM 3 m BEDROOM 3 �-1 22.36'CLG. 2668 BF F 22.36'CLG. 13'-4'x 1 dd' 1 2668 BF �7 N o N CLG.@ 8'-d W15LOPE m I ACCESS --- b o m CLG.@ 8'-(Y W)SLOPE m 1 ACCESS --- N7 F- ^' CHASE '-_il_- N r i CHASE FOR I L\x-� i° = N DRYER. 2868 N o - § °J DRYER.VTRI 2868 MC o Z 1 B BEDROOM 2 m m I B BEDROOM 2 W _ 2 b CLG. 8'-0'W5LOPE .n i 2 b 2'�F'x 14'_4• N @ CLG.@ 8'-0'W5LOPE 1° W5LOPE b W5LOPE 1'-5' BEDROOM 4 m FRAME DaWN BEDROOM 4 -- FRAME DOWN N a 13'-d 10-4' t �' EWNG UNE `- _____ W5LOFE___ CEILING LINE 1 I s m COUNG FOR i I 14'P1C SUPPLY A t 4"AIC SUPPLY ji,. c o Zq v A LL Kl 54F I 54F I i I I I 1 32/2511 32/2511 ' 6'-8'HD HT IA 6'-8"HD HT I I-8' 3'-Id I'-8' 3'-Id j ' Q OPTIONAL BED- ------- -P03 3d 5'-6' 8-d 5'-6' 18'-0' DORMER EKG.- 40'-0' CHECK APPLIES LL 40'-d J i 1 I I O I W p 3 OUTLINE OF ELEVATION TY ,'D t F BELOW OUTLINE OF ETEVATION'A'BELOW 1 1 r i I Z g J i i O a U j i I i i W r "" i •a LJ P's J Al — ELEVATIONS - 'B', 'C', 'D' & 'E' ' ELEVATION - 'A' GENERAL STRUCTURAL NOTES WALL TYPE LEGEND No qO (2)2X1212 SYE NAILED 0(2)ROWS OF IW NA!L5 @ INDICATES(I)#S REBAK IN 6 O O 12'O.C.STAGGERED. - O CONCRETE FILLED CELL -�I I _ _ O CONTINUOUS FROM - - L.�' L I B (2)2x I O 82 SYP NAILED w/(2)ROWS OF Od NAILS @ i( S t , FOOTING TO KNOCK-OUT 12'O.C.STAGGERED. y'• - 1/ ) LINTEL TTIP) "I 1 I `.I�{ 1 - Z ISSUE HISTORY INDICATES SHEAR WALL I\j "+ I I y 1 ) Ij �\ _ C. .. - Z NO. DATE VCR DRWN DESCRIPTION APPVD p'-''i i L 1 l ! O W BY )1I +-YTF Fri- t '"� Z m lli Z - 07/I9/OS RECEIVED FROM TRUSS COMPANY MC INDICATES INTERIOR FRAMED j _ 7i r g W Q > - 08/29/05 RECEIVED FROM ENGINEER NIC NON BEARING WALL SHADED AREA INDICATES - y. d > O 0_ ,�`- 05/24/06 ELEVATION'S'ADDITION MC �--�• CLG.@ 7'-8' O 05/24/06 ADDED'E'ELEVATION t ADDITIONAL CORRECTIONS INDICATES FRAMED 05/31/06 4.1 YNR ENGNEERIN R J G REVIEW OLC BEARING WALL + ,/, SHEET NO. 09/07/06 5.0 MV V5.O ENGINEERING CHANGE 5N V Q 02/27/07 .0-6.1 1W PLAN REVISION-see Doc5 SN NOTE:ALL PLUMBING,ELECTRICAL AND MECHANICAL FLOOR _PLAN i SECOND FLO U ROUGH-IN5 MUST BE COMPLETE,INSPECTED AND APPROVED /..� BEFORE REQUESTING THE FRAMING INSPECTION, SCALE:24x36: V4'=1'0' 11x17: 1/8"-1'-0' 1 SVR Lot 16 Bloc HIbHk ccdd� .d d' C .. �..W "CI BANDING ALL BANDING TO BE SCORE CUT, 1/2" L7 WIDE x I/4 DEEP WITH GrzT SMOOTH FINISH INSIDE SCORE LINES, UNLESS BOX BELOW 15 CHECKED. LI WHEN BOX 15 CHECKED, REFER TO RAISED BANDING U CUT SHEETS. +39.I +39.1 m 42.4 42.4 Ln N DENOTES DE5IGN WIND PRESSURES m FO N R COMP EN AN LA IN GABLE DETAIL, I . .. _ _ .... I (PSF) TYPICAL 1 .I VJ 3212 5H WINDOW W 2'Wx24'H VINYL I 1 W W SH ICTTER5.TYPICAL AT I 12 - ,.. ...... 12 1ALL \\ O - ----�I DORMERS � �� ...,.., _„ ,. \ -- � F 8 8 rc 2nd FLOOR CLG AT I \ .... LI I 2M FLOOR CLG HT I I I I I III FIBERGLASS ELEVATION GENERAL NOTES: C w ... ,. / j 52122125,TYPICAL STUCO O STUCCO FlNISH APPL'ED PER ASTM C ,i 12 : �.... +39.I 926,TYPICAL r srucco ovER wooD FRAME: a 6'SMOOTH TEXNRED .v,.. \ 18 / - - b 7/8'(3}COAT STUCCO FINISH APPLIED PER W 3 r WINDOW T N BOTHA5T �! _ _ - ... _ _ - ❑ -v�� r -�-24 Wx36'H BLACKED �O ASTM C 926,TYPICAL = o SIDES,IYPICAL J I2Wx36'H VINY. f� m r"', 4 z 3 V _I SHUTTERS EACH SIDE OVERHANGS: _ g e-"""" 12'TYPICAL EXCEPT G'@ GABLES. - - - VINYL CORNER TRIM TAILCUT5:50'JARE, � Z TYPICAL / W TOP OF_MA50NRY _ \ - TOP OF MASONRY O w D Z TEXTURED STUCCO T FINISH,TYPICAL TEXTURED STUCCO FN15H,TYPICAL,U.O.N. ROOF VENT INFO. LL_____ n4'ICAL SMOOTH TEXTURED BAND, INDICATES c Of JUNCTION a TYPICAL � I� I� BOX LOCATION FOR OPT. TYPE QUANTITY LINEAR FEET COACH LIGHT,TYP. (MIN.) - � RIDGE VENT TEXTURED STUCCOL _: L Fq OFF RIDGE VENTS x t 0 _________________ fl [ J T L] Li Li Li Li ILL El FINISH.TYPICAL LHH E1OOEIDEIDEA O O ISSUE HISTORY 3G'PDRCHRAILING. 2� HDM _ z u D BWN TYPICAL - - - : NO. DATE VER DESCRIPTION' APPVD _ 07/19/05 RECEIVED FROM TRU55 COMPANY MC 16'x 7'OVERHEAD GARAGE DOOR FINISH GRADE i`� ,F' W Q (3)25 5H MULLED 3068 MTL DR W/(2)12'5.L. u _ d d 3 - 08!29/05 RECEIVED FROM ENGINEER MC ' G'W1 SMOOTH TEXTURED BAND W/G'SMOOTH TEXNRED BAND +35.9 32 PANELS WITH UTES !,(' - 05/24/06 ELEVATION'S'ADDITION Mc _38.6 -39.4 �� 05/24/06 ADDED'E'ELEVATION E ADDITIONAL CORRECTIONS ENTRY DOOR 52112 MAY VARY. 03/31/06 4.! YNR ENGNEERING REVIEW OLC SEE SELECTIONS FOR ACTUAL DESIGN SHEET NO. 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE SIX - 'J O 09/27/07 O-G.lh TW PLAN REVISION-SEE DCX,5 SIX FRONT ELEVATFN -�' SCALE:24x36:3/8"=I'-0" 1 1 x 17:3/I G"=1'-0" A 3 b SVR Lot 16 Bloc o� pog QQ �.. i≤ 25 8 2nd ft00R CLG t1T .a.,,. .. ... . ..... ,Il. � �� \ Jk' HBERGIA55 I !h it r N tl ! I"II._b 1 .II.! . 00 U ALUMINUM .. ...... .. ,._ FASCIA.TYPICAL . .. .. :_ . .... ¢ 0 b C VINYL CORNER 6' ,a`^~-,-, o Q� TRIM.TYPICAL- - +39.1 -42.4 Nyj "42.4 9 TOP OF MASONRY .. a1 Rai TEXTURED STUCCO ir=== FINISH,TYPICAL Z e-1 J L REAR ELEVATION aK NO farK Q 2000 Fuglebaq Koch ArdMects.Ix. FINL5H GRADE +36.3 +38.0 +38.0 +39.1 +39.1 +39.1 -39.7 -41.5 R GEVUIII 41.5 -42.4 -42.4 42.4 ua 12 l ABL ! 2nd FLOOR CIG HF N SETBACK VINYL SIDING OVER rIWEK'W/ m ---- APPROVED TAPE AT ALL SEAMS � RIDGE VENT ( OVER 5/8'PLYWOOD N 1 G'ALUMINUM co 1 FASCIA,TYPICAL b DENOTES DUD GA WIND PRESSURES + (/] FIBERGLASS 1 b FOR COMPONENTS AND CLADDING T JSHINGLES. .[, VINYL CORNER (P5F) ❑ ,,,.....111 w TYPICAL TRIM.TYPICAL 2 i n _-_-_ ___ -_-_-_ 8 O L i O TOP OF MASONRY TOP Of MASONRY N � r---, -42.4 C a u 1 A23 3 L y 1 1 LINE OF OPT. TEXTURED STUCCO ? i. <C •� O 75ERVICE DOOR FlNISH,TYPICAL.U.O.N. RIGHT ELEVATION W m t Qear,wN0WAR0HOMFs I I = cn LIINR(REF) a 2 no.N carwy - 2000 f leba Koch � � j FINISH GRADE Arcmreccs,Inc. ROOF VENT INFO. z +39.! +39.1 -42.4 -42.4 Mw) w RIDGE VENT TFPU QUANTITY LIN 2 w B ODGwDGE VENTS as s -42.4 ELEVATION GENERAL NOTES: STUCCO: w STUCCO fIN15H APPLIED PER A5TM C 2nd FLOOR CLG HT _I � W STUCCO OVER WOOD FRAME: Q �——— 718`(3)-COAT StiCCO FlNISH APPLIED PER W/APPROVED TAPE AT ALL RIDGE VENT PSTM C 926.TYPICAL 5EAM5 OVER 5/8'PLYWOOD 1 OVERHANGS: R 6'ALUMINUM 2'YPICA EXCEP 6'g GAB ES. u TAILCUT5 5OUARE, RO — O > FASCIA,TYPICAL -� FIBERGLA555HINGLE5, p �_i I2 TYPICAL U.O.N. 1 p Lo p p VINYL CORNER 12 - In p �65 i TOP OF MASONRY - TOP OF MASONRY DRwSSUE HISTORY +39.1 0 0 NO. DATE VER BY DESCRIPTION APPVD — _42.4 Z fn l!! Z `- - 07/19/05 RECEIVED FROM TRUSS COMPANY MC [,y�t�'+��'/ ; Q d 08/29/05 RECEIVED FROM ENGINEER MC To J �Ji' .{- n - 05/24/06 ELEVATION E ADDITION MC Fp L LEFT ELEVATION TEXTURED STUCCO z? 2'-0' o 'O 05/24/06 ADDED'E'ELEVATION f ADDITIONAL CORRECTIONS FINISH,MICAL,U.O.N7 O5/31/DO 4.1 YNK ENGNEERING REVIEW OLC SHEET NO. 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE SN 36'H,°ORCH F , J D Q 2007 WINDWARD HOMES RAILING o o Q 09/27/07 OLIN TW PLAN PEV15ION-SEE DOC5 5N a K ry,,,a„a„caroaM FIN.FIR.(REF) 2000 F leber Koch _ _ _ _ _ /l A A J f I I I L 7I +37.3 FINISH GRADE SIDE & REAR ELE T O N s - 'B' A4 b -42.4 -42.4 -40.7 SCALE:24x36: 1/4"=1'-0' 1 1 x17. 1/8"=1'-0" 00 II! rvH / OPEN TO LIVING uT Q OPEN TO MALL I ROOM co o N m O O r ARCHED OPENING ELEVATIONS w ADI 3-BULB WALL MTD FIXTURES 12)3-BULB WALL 3 MTD FURURES 12 () O:O: 42"BIG/ ,... .i. MIRROR,TYP ( MEDICINE m -I- CABINET, I F z I LINEN b ro T� t m z CLOSET 'B 4'BACK ro m SPUSM, \✓ TW 0 F�3P X30 r30" Ire- —30� < G a BATH 2 POOL/POWDER BATH MASTER BATH p NOTE: 8 BATHROOM CABINET ELEVATIONS 3 3 I/2 HARDIBACKER IS REQUIRED 24"ABOVE GARDEN TUB DECKS AND ON TUB FACE. AD W - I/2"IIARDIBACKER IS REQUIRED TO THE CEILING FOR ALL SHOWER AND 5HOWER/TUB5. I- .- }O z O Q SPLAYED SPLAYED > ft0� w 4'BACK 30'11000/MICRO ro Z 5PIA51',TY SEE STD FEATURES .p ip(OC)p pD39'OPENING FOR -3P 24'0/9/0G FOR SPLAYED SPIATTD 3G'SINKBASE SPLAYEDSPLAYED 30'. . 30'OPENING -24'-�> REFRIGERATOR DISMWASMER IiEi FOR RANGE Z o ISSUE HISTORY KITCHEN AT REFRIGERATOR KITCHEN AT SINK KITCHEN AT RANGE Z W NO. DATE VOW DESCRIPTION' AT/O/Dz ° Ljj F- '- - 07/19/05RECEIVED FROM TRU55 COMPANY MC J W Q 2 - 08/29/05RECEIVED FROM ENGINEER MC NOTE:PLEASE SEE A STANDARDS KITCHEN CABINET ELEVATIONS a > o a CONSTRUCTION - 05/24/06ELEVATION'E'ADDITION MC FOR CABINET SPECIFICATIONS AD O 05/24/06ADDED'F'ELEVATION 4 ADDITIONAL CORRECTIONS 05/31/OW4. ENGNEERING REVIEW OLC SHEET NO. 09/07/06 5.0 MV V5.O ENGINEERING CHANGE 5N 09/27/07 .0-6.1 OW PLAN REV151ON-SUP DOC5 5N INTERIOR ELEVATIONS AD 1 SCALE:24x36:3/8'=I'-0" I I x 17:3/I G'=I'-d' SVR Lot 16 Bloc DISCONNECT 220 ( r�i W m _ _ ABOVE LEAD5T EDGE OF a d I STAIR TREAD Ym` �O� INSTALL 2x6 BLOCKING BETWEEN TRU55 HEFLS FOR LEDGER NAILING 2x6 NAILER W/(3)I Gd _ RANGE 2x4 PRE ENGINEERED @ EA TRU55 G. TRU55E5J ELECTRICAL PLAN 5IMP50N 117520 HOLD DOWN 12 8'x8'K.O.BLOCK,4 5TRAP AT EACH RAFTER 8'P.C. 5.5 (0#5 CONT. L LINTEL T L LEADING EDGE OF .._ 493/8 '-0'A.F.F. PC LINTEL W/ TOP OF SHADED WAL 5 @ 8'-0'AFF 6'ALUM. ELEVATION IT1 8 .H. STAIR RAILING DETAIL 6' 'A.F.F. 2x4 BAY CENNG y s 9 FRAME �Paro 'y AD2 SCALE:24x36:3/4"=1'U 0 � I6'WiDE SEAT O 8'PC LINTEL W/ R-19 GATT 1 Q 16'A.F.F. y, I(x 1 7:3/8"=P-O" INSULATION B (p t5 COM. O O O. IITE1 ■ ■ m I � a I --- m I � � FLOOR PLAN / O m ALUMINUM 5H ti I 3 4'-9 3/8" 8'-6 5/8 8'I L 4 O DRYWALL RN. 2-61/16' 3'-6 I/2' 2-61/16' LL PRE. T WINDOW SEAT [HI CONC.SILL [[ IT D / \ 1!2"QUARTER q // \\ ROUND,TYPICAL O a \ x2 GEAR FIR Z ( 1 OR POPLAR. -0'A.F.f. _ ■ ■ ■ , I ■ ■ TYPICAL I I 1/2"DRYWALL, } 2x4 KNEE WALL / /// L\\ \ EXTENDHOU5E FOUNDATION PLAN FOOTING UNDER BAY/ F D KITcHEN BAY WINDOW A STAIR CAP SECTION N E SECTION @ BAY WINDOW AD2 5C :24x2 : I/2"=1'-0' I Ix17: I/4"=I'-0"U.O LE: .N. AD2 5CA24x36: I U2"=1'-0" o 0 0 O 5CALE:24x26: 1'=I'-0' I I x 17: 112"=I'-0" I A4(1 f14 OR 34/2 5H): 27-I/4'x50-5/8'1 MO.TYPICAL(WINDOW W/I xP.T.DUCKS AND I/4"SHIM SPACE ALLOWANCE AT ALL(3)SIDES TYP.J FOLLOW WINDOW MFRS O ISSUE HISTORY 1N5TAUATIQN IN5TRUCTION5. NO. DATE VEP D13Y DESCRIPTION' APPVD Z (O LLI 07/19/05 6Y RECEIVED FROM TRUSS COMPANY MC - 08/29/05 RECEIVED FROM ENGINEER MC STAIR .-,R n - 05/24/06 ELEVATION'PADDITION MIS 0 05/24/06 ADDED' ELEVATION t ADDITIONAL CORRECTIONS DETAILS- 5 05/31/06 4.1 YNR ENGNEERING REVIEW OLD SHEET NO. 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE SN SCALE:A5 NOTED u AD2 0 09/27/07 .0-6.1 TW PLAN REVISION-SEE DOGS SN NOTE:REFER TO 5HEET.�(5.f A 1,A2 B E I FOR INPOKrvTr•LT(CJAF NOT SI10W t1ERE. 3 L t` SVR FO TI '5 BIoc SIMPSON HD I OA d(4) 2x6 TRU55 VERTICAL MEMBER(MIN.) 7/80 THRU BOLTS xd BP c~ 7/8'WA5HR5.DO NOT BOLT THAI)TRL155 PLATES. - - - at a 5 vo • 5EE TRU55 ENGINEERING FOR ALL TPU55 INFORMATION • x+i O° - -TRUSS BEA OUTLINE OF 1..J. TABLE A: .. .. ... .. 1 d i-. RING FASTENER LOCATION 3 1/2'THICK FRP SEE FLOOR PLAN _ CONCRETE SLAB 5/220 PER I 5CR -- AC MFRS 5PECIFICAT101,15. INVERTED SIMPSON HD OA UNIT SIZE PER 54DE • 5(4)7/80 mRU BOLTS xd C LESS TAN 12' BP 7!8'WASHERS. I `₹. � N O EACH SIDE 1 -�� TOP QF-.5lPb , • 4 PER 51DE, 2 .• L— — VERSA-IAM 2200 25 TO 3G' 5-1/4'x 5-1/4'LVL PR SIDE 3 &14 SCREW W/GA5KETED WASHER: - GRFATR THAN3G' LOCATION DE51GNED PLAN PR TABLE BER 155HEET. TER5TORMORE BY ENG. O THAN 5-TOWS A/C PLAN DETAILS - - - - I 51MP50N HD I OA @ BASE OUTLINE OF COND.UNIT POST xd 14)7/8'0 mRU I I 11��C7 BOLTS xd BP 7/8'WASHERS. • I \ 1 y�W • 7/8'0 ATEd 10'MIN \VI 114 SCREW W/GA5KETED WA5HER: v 3-1/2'STEP ON GARAGE SIDE EMBEDMENT DRILLED t 51A5A fLLSDR I I LOCATONA NUMBER PER TABLE'A • EPDXIED W 51MP50N SET EPDXY FIN.FLOOR FINISH GRADE o m Ln • • • • 3 112"THICK FNP 04 ELEVATION CO//CACTI RSSPEC CATIONS IL 3-O'x 3-O' V Cl) FOOTING PAD A l (5)85 REBAR EACH DIRECTION ( )c A/C PAD DETAIL 'V 12 LVL DETAIL AD3 SCALE:24226: I"=I-0" I l x l 7 I 0.. O w aAD3 NOT TO SCALE 2nd FLOOR ClG III � O ° 5 ITT G o FRAME DOWN CEILING W FOR 14'A/C SUPPLY 2 R� U O m BED- B TRAY CLG DETAIL BEDROOM 3 ROOM 2 BEDROOM 4 - i -' H S ( z3 CLOSET 3 CLOSET AD3 SCALE:24x2G: 1 I/2"=1'-0' I1 x17:3/4"=1'-0" w I 1 od .... i Z m t O I _ I, U TOP OF MASONRY -T � TOP OF MA50NKY W- L_ G,-O, o_ m I Ln I _ _ T FAMILY/ HALL TO I I \\�� 6—� r 4 O > KITCHEN MASTER SUITE DINING ROOM I LIVING ROOM _T FOYER ENTRY H 1{ ,r Z O � ter' fn LLI /� r I a > o a FIN.FIR.(REF.; (` ¢°� .; i / FIN15H GRADE SHEET NO. 1 5 TREADS 5 9//2'EACH= 11'-1 O 1/2' BUILDING SECTION - 'B', 'C' & 'D' BUILDING SECTION & DET f '` AD3 D3 SCALE:AS NOTED SCALE:24x36:3/8"= I'-0' I I x 17:3/1/2=I'-O' SVR Lot 16 Bloc . 3 ELECTRICAL LEGEND D15P SINGLE POLE SWITCH SMOKE DETECTOR 0 DISPOSAL z DOUBLE POLE SWITCH $3 PREW1RE SPEAKER THREE-WAY SWITCH M ® t'7 FLOOD LIGHT J JUNCTION BOX 00 � JUNCTI + FOUR-WAY SWITCH II OT THERMOSTAT ro M^' c DIMMER SWITCH CEILING FAN L WRE D ELECTRICAL PANEL CEILING FIXTURE FAN ELECTRICAL > o PANEL SCONCE DOUBLE 24 FLUOR.FIXTURE W!DIFFUSER ilM1AIJ�Fjr-�j L, OPTIONAL BAY WIMWWI IO VOLT DUPLEX OUTLET IC_ INTERCOM 5Y5TEM X054L PKG.SEE SHEET&051DOUBLE 48'FLUOR.FIXTURE W/DIFFUSER FOR DETAILS.110 VOLT SWITCHED OUTLET CHECKIFTHISDOUBLE 24'FLUOR.FIXTURE O GARAGE DOOR PUSH BUTTON OPT APPLIES Lx1,� Nyu I 10 ARC FAULT OUTLET Q QQ 3-BULB WALL FIXTURE yy DOUBLE 48'FLUOR.FURORE 0000 4-BULB WALL FUTURE I y GROUND FAULT OUTLET PATIO Ivwr WEATHER PROOF GFI OUTLET SINGLE 48'FLUOR FIXTURE 00000 5-BULB WALL FIXTURE WC WiTh (b ppL� O BATH PAN 000000 6-BULB WALL FIXTURE D15CONNECTI — — } O I — 220 VOLT OUTLET ® SPECIAL SERVICES OUTLET ;} BATH FAN WITH LIGHT / \ YYY I / \ O ® T.V.OUTLET I H wr ELECTRIC METER - TELEPHONE OIAIET M L-' ' RECESSED LIGHT ES DOORBELL _ f--_ ------- - --- --- ---{ I W -0 DOOR BELL RANGE EYEBALL TYPE RECE55ED LIGHT (p) POOU� I 4 j C7 REFRIGERATOR MINIATURE RECESSED LID/ITHA �FAMILY/KITCHEN A POWDER ' /' D/ - BATH /' /ELECTRICAL NOTES W I MICROWAVE / I 1 ' j 255H WINDOW COMES STD UNLESS OTHERWISE NOTED: _J ' i r WITH OPTIONAL BAY IN MASTER BEDROOM TO MEET EGRESS m rawer `� i REQUIREMENTS. O I I CHECK If THIS APPUE5. I. ELECTRICAL OWLET HEIGHTS AS MEASURED FROM PING/TED FLOOR \ s44_ - I+� TO CENTERED LINE OF THE BOX TO 3E:12'A.P.P.(GENERAL) D6V / O MASTER SUITE KITCHEN 44'A.FT. ' '/' BATHROOM 39'A.F.F. -__ ________ ___ ___ I , LAUNDRY ROOM 3G AT.?. IL----------I------------ - I EXTERIOR WATERPROOF 12A.F.P. I GARAGE GENERAL PURPOSE 42'A.F.F. ' I - � RANGE LEAPT.. DINING 2. ALL TRIM PLATES AND DEVICES TO BE GANGED,WHERE POSSIBLE. ROOM / ' , - _ WASHED ^l 3. ELECTRICAL SWITCHES TO 8E AT 42'CENTERLINE ABOVE FINISHED FLOOR j 4. ELECTPJCAI PLAN IS INTENDED FOR BID PURPOSES ONLY.ALL WORK MASTER SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL / DRYER j ! W.I. BATH > O K ELECTRICAL CODE,LATEST EDITION,BYA UCEN5ED B.ECTRCAL ' I m CONTRACTOR WHO SHALL BE RESPONSIBLE SECURITY] FOR THE INSTALLATION AND 51ZING OF ALL ELECTRICAL,WIRING AND / O SYSTEM I..L ACCE550RIE5. RECEPT. 1 .-------� Q 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY NFPA 70A. y SMOKE DETECTORS SHALL BE INTERCONNECTED AND CAPABLE OF / ------ I° `I W 3 OPERATING ON EITHER AC OR DC(BATTERIES). LIVING ROOM fl ` ' O 6. ARC FAULT RECEPTACLES IN ALL BEDROOMS PER fRC 2004 I zzo WH `�� w > ELECTRICAL. zzc \\ NC wITH UU o \ N DISCONNECT i W J Wu AC W TH a FOYER FOYER D1o""E�` Z FRONT PORCH v 1 \ N a t i g M OPTIONAL SERVICE DOOR Q 3 i ` \£9 FOR DETAILS* P/OS U � � ` �OPTCAPPU HIS w J GAR DR.OPENER w ----------------------- ----------A------------ i (ENTRY o F I Q s V I I i I ¢'L N C) 2-CAR GARAGE :§ O t0 p O ®� I o 0\ I / 1 ' I I ISSUE HISTORY OPT COACH LIGHTS OPT COACH LIGHTS — , /— OPT COACH LIGHTS Z W NO. DATE VEX. DESCRIPTION APPVD DK N ' SEE FRONT ELEVATION FOR SEE 51/T A3a FOR EXACT _ _ _ AI_'— 5 ="` - ' UJ EXACT PLACEMENT PLACEMENT (I) W 07/19/05 RECEIVED FROM TRUSS COMPANY MC ".II - W Q > - 08/25/05 RECEIVED FROM ENGINEER MC ELEVATION - 'B', 'C', 'D' & 'E' ELEVATION - 'A' 1 ' /1 - 05/24/06 ELEVATION'S'ADDITION MC E O 05/24/06 ADDED if ELEVATION 4 ADDITIONAL CORRECTIONS 05/31/06 4.1 STIR ENGNEERING REVIEW OLC SHEET NO. D9/Q7/06 5.D MV VS.DENGINEERINGGiANGE 5N ELECTRICAL PLAN - FIRST FLOOrx a - 09/27/07 .0-GIN TW PLAN REVISION-SEE DOC5 5N SCALE:24x36:I/4"= I'-0" I Ix 17: I/8°=1'-0' 1 � P 3 Page is too large to OCR. OPTIONAL BEDROOM 3 OPTIONAL DORMER @ LOFT DORMER PKG.SEE SHEET PKO.SEE SHEEP NOS3 5/052 POP,DETAILS. DETAILS. ❑CHECK IF THIS OPT. ❑CHECK IT THIS OPT. APPDE5. APPLIES. i I I I I I I I 00 1ANA1 r rJ OPTIONAL BAY WNDOW �. 74054 FJ L PKG.SEE SHEEP&051 �;�l� Fqt. FOR DETAILS.fi I ,JJ > o STORAGE W.I.G. IP6 CHECK IF THI5 ¢ - ,ll!{{M'3. I ❑OPT.APPLIES. o v BEDROOM 3 LOFT I PATIO (12) (18) I (46) I � � / S(AI;S i POOL/C 51 C7 POWDER BATH 2.... BEDROOM 2 I BATH I E BEDROOM 4 (11) do (5) W gs7 FAMILY I KITCHEN MASTER SUITE ra (13) i (30) (10) 255H WINDOW COME55TD I WITH OPTIONAL BAY IN MASTER !� - BEDROOM TO MEET EGRE55 W -J REOINREMENT5. 11�� _ ' "' ❑CHECK IF THIS APPLIES. DORMER 1_ _i______ _______ (55) L ' C7 SECOND FLOOR - OPTIONAL BEDROOM 3 OPTIONAL DORMER B LOFT ELEVATION 'B', 'C', 'D' & 'E' DINING ROOM I DORMER PKG.SEE SHEET PKG.5EF 5HFET N053 FO (22) LAUNDRY I MASTER 5'052 FOR DETAILS. DETAIS. =HALL BATH❑ Cl) CHECK IF THIS OPT. [j]CHECK IF THI5 OPT. ) W.I.C. '( ) W APPLIES. APPDE5. _(41 01 (25) a I I I I I I n n =p I I I I I JI I'-`. LAH��n (w D H LIVING ROOM — I _ ( )20 II II STORAGE W.I.C. I / STAIRS / 51 — i BEDROOM 3 LOFT W (12) (18) Z FOYER I- ,E z T^41 a ..� OPTONAL SERVICE DOOR PKG.SEE SHEET NO51 FOR DETAILS. Z) ❑CHECK IF 015 O 3 STAIRS OPT.APPLIES. (51) ENTRY (23) [;BA2T2 BEDROOM2 2` O �(1 2-CAR GARAGE BEDROOM 4 (2) (`�`JI (11) a (t 3) 8 $ tL L-j — c OO< v7 N O OO O O O uj •- ° I I SECOND FLOOR - FIRST FLOOR o ISSUE HISTORY ---- z w Na DATE VOW DRWN DE5CRIPTION' APPVD ELEVATION 'A' NOTE: F- u 15Y FIRST FLOOR FLOORING PLAN Z Z `- - 07/19/05 RECEIVED FROM TR055 COMPANY MC W ~ TYPICAL FOR ALL ELEVATIONS d j 0 a 0&29/05 RECEIVED FROM ENGINEER MC PTIONAL BEDROOM 4 n - 05/24/OS ELEVATION'S'ADDRION MC ORMER PKG.SEE SHEET S2 FOR DETAILS. 05/24/06 A0050 5'ELEVATION R ADDITIONAL CORRECTIONS CHECK IF THIS OPT. 05/31/06 4.1 TV/P. ENGNEERING REVIEW OLC APPNE5. SHEET NO. 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE 5N 09/27/07 .0-6.I SW PLAN REVISION_SEE DOC5 SN FLOORING LAYOUT Fl SCALE:24x36: I/4'=1'-O" 1 I x 17: I/8'=1'-0 1 1 I 1 OPTIONAL BEDROOM 3 'LDETA7IL5. DORMER Q LOFT DORMER PKG.5EE 5HEET This.5Th52EET N053 TO 4/052 FOR DETAIL5.LI CHECK If THIS OPT. ECK IF THIS OPT.APPLIES PIJE5. rti ri wm OP(tONAL 1�NAl L �OITIONALIIAYIVNIIOW ►K5.8lE E: [J 164PKG.SEE SHEET W51 ¢w�^, STORAGE W.I.C. fCRFORDETAIL5. �, .9. I OPT.APPLIES. "' u �, BEDROOM 3 L� V JUMPER I SBEDROOM2 RJMPERN1MPfR ®BEDROOM 4 --- - FAMILY/KITCHEN ; MASTER SUITE___ I_lii I MTHOPMT MESSTD 2552 WNDOWCO r--------------- I j I I I ' WII2 OPTIONAL NAY IN MASTER _� O MEET EGRE55 I i ; ❑REOCHTC AL NA L ii I APPLIES. i 1 I i i ---- 'iT----- ____ {.' a usECOND FLOOR - ® I IF R OPTIONAL BEDROOM 3 OPTIONAL DORMER Q LOFT ELEVATION 'B' 'C' 'D' & 'E' �� 1. i DORMER PKG.SEE 52EET PKG.SEE SHEET 5105310 ' ' DINING ROOM i;I ii ' 51022 FORDETAIL5. DETAILS. - '-' iLAUNDRY MASTER CHECK IF 7215 OFT. CHECK If TH15 OPT. APPUE5. APPUE5. HALL W.I.C. BATH p-1 I WW J1Tj! \[,,/\ ------- Z 1 — I 1 I "LCCAT I I Ax ' Q L J NLMNG ROOM �o STORAGE W.LC. BEDROOM 3 <1 -- JJ1J J LOFT I I r z JUMPER �{ Z a ---; FOYER -- ———-- -- --—--—-- Z a '` JUMPER LEGEND O'TIONAL SERVICE DOOR JUMPER ......A.... PKG.SEE SHEET 51051 3� FOR DETAILS. Q 3 R ® AIR HANDLER ,/\y C1 -P IE 19 O Z JUMPER E -! I BATH 2 BEDROOM 2 F FILTERED o t; () BEDROOM 4 {Iifj / R1 RETURN AIR 2-CAR GARAGE ® u PASSIVE • I 1! i RETURN AIR E u r JUMPER I 3 "L S SUPPLY VENT I 8 g N O lc > O O THERMOSTAT O p to r PRESS AIR VENT ISSUE HISTORY L J SECOND FLOOR - BATH FAN FIRST FLOOR z o NO. DATE VTR DRWN DESCRIPTION' APPVD ELEVATION 'A' z ° o 15Y NOTE:FIRST FLOOR Z WZ - 07/19/05 RECEIVED FROM TRUSS COMPANY MC MECHANICAL PLAN TYPICAL OPTIONAL BEDROOM a w 0 a 08/29/05 RECEIVED PROM ENGINEER MC FOR ALL ELEVATIONS 4 - 05/24/06 ELEVATION'S'ADDITION MC DORMER PKG.SET SHEET i Q 05/24/06 ADDED'E'ELEVATION 4 ADDITIONAL CORRECTIONS 0052 FOR DETAILS. CHECK If THIS OPT. SHEET NO. 05/31/06 4.1 YNR ENGNEERING REVIEW OLC gppLl�, 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE 5N D 0 09!27/07 .0-6.1 TW PLAN REVISION-5EE DOC5 551 MECHANICAL PLAN M 1 SCALE:24x36: I/4"=I'-0" 1 Ix 17: 1/b"=I'-0" 1 I a SVR Lot 16 Bloc �Wo w COVERED LANAI oo9��Wu � = DISCONNECT II '.o rwi OO � � O 2nd FLOOR CLG HT (p , 1 i _ _ ..- .. _: I � c TYPICAL / 1 6'AW �ALUMINUM -. -� ". __ ...... .' .., POOLI/ m O. FASCIA,TYPICAL VINYL CORNER 6• , G• ELECTRICAL PLAN TRIM,TYPICAL TOP OF MASONRY G 3'-4' TEEXTURED STUCCO v L FINISH.TYPICAL 'v ■■ ______________________ ■■ w■ COVERED LANAI O ■ 21'n 10 I � COMP 1 SEE SHEET E/AD2 4'-0' 5'-8' FIN.fLR(REF. AC COND.O _ 'Q CONC.PAD i IA45H i FINISH GRADE .a 51ZE BY MFR. i O C-8'HD HT O/ ; O 39.7 41.5 41.5 42.4 42.4 42.4 N a C°MP 2 G� a 4 N wo a REAR.ELEVATION FAMILY/KITCHEN ■ • •■ O 1 PODS N ry� CLG.@ 9-9 A.F.F. BATH oo Lb O CLG 2nd FLOOR CLG L-T —1 A `� AA.F.F. �` VJ - - - - - -- fly PLAN - o b 6'AWMINUM `B FASCIA.TYPICAL 4(Y-9 VINYL CORNER TRIM.TYPICAL TOP OF MASONRY --- 24'x24516 DEEP CONCRETE CONCRk I G DEEP T P OF MASONRY WITHC(3)L 5FREBAR L I T FOOTING WRH(3)#5 REBAR B I EACH WAY 52 EACH WAY Z S I E SHEET 9/502 8' 3'-8 2'-4' 3'-4' 5 W �••r! 3 t g AIC COND. I = g O CONC.P i B Q B 1 'O "r'� m SIZE BY MFR I 52 92 I I— •ri b 0 O a N I t j APE j z � Q 2ou7 VfrAWARD FONFs (� `�1 Z I I - +39.1 ArchRecks,irc. b i I'- 3'-0' 3'-O' z-8° 1 Iii- a -42.4 ■ 52 52 52 ,_•��I� Z SIDE ELEVATION FOg TION PLAN 6 O � 0 ADDITIONAL SQ. FT COYJD LANAI COVERED LANAI 190 SCALE:24x26: I/4-1'-0' 11x17: I/8"=I 0' Z ISSUE HISTORY - z o NO. DATE V00 DWI DESCRIPTION• APPVD - . Z O Ljj F- 07/19/05 RECEIVED FROM TRU55 COMPANY MC CHECK THIS BOX IF 2 08/29/05 RECEIVED FROM ENGINEER MC OPTION APPLIES i 9 - EL > O a 05/24/06 ELEVATION'E'ADDITION MC y9 A 05/24/06 ADDED'E'ELEVATION N ADDITIONAL CORRECTIONS 05/31/06 4.1 INK ENGNEERING REVIEW OLC yy SHEET NO. 09/07/06 5.0 MV V5.0 ENGINEERING CHANGE SN o - 09/27/07 .0 UT TW PLAN REVISION-SEE 0005 SN - i NAOTA2R4 EIRFORSNFORMATION OT! ,;,NS,, OS4 5 �{', NOT SHO W HERE. f; r c" L SCALE:AS NOTED SVR Lot 16 Block 3 ° I. GENERAL: III. MASONRY: V. WIND LOAD NOTES: r, cn� w � ~ 1.1 SPECIFICATIONS = FRC 2004 3.1 MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 5.1 DESIGNED PER FRC 2004 (2004 W/ 05 & 06 SUP) & ASCE 7-02 1.2 DESIGN LOADS: (CURRENT). 5.2 BASIC WIND SPEED = 120 MPH (3 SEC. GUST) 2 TCLL = 20 PSF 5.3 WIND IMPORTANCE FACTOR = 1.0 TCDL = 10 PSF 3.2 MORTAR FOR ALL MASONRY WALLS SHALL CONFORM TO ASTM C 270, 5.4 BUILDING CATEGORY = II BCLL = 10 PSF TYPE M OR S. 5.5 WIND EXPOSURE CATEGORY = C BCDL = 10 PSF 5.6 INTERNAL PRESSURE COEFFICIENTS (GCpi) = 0.18 3.3 ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS 5.7 EXPOSURE CATEGORY = ENCLOSED 1.3 ANCHORAGES SHALL BE HOT-DIPPED GALVANIZED, AFTER FABRICATION CONFORMING TO ASTM C-90 (fm=1,350 PSI (MIN.)). PER ASTM A 90. 5.8 ROOF DEAD LOAD: 1.4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER 3.4 GROUT SHALL CONFORM TO ASTM C 476. (USED TO CALCULATE UPLIFT RESISTANCE) = 11.8 PSF w z VENDOR-PROVIDED EXTERIOR CLADDING SHALL COMPLY WITH THE FRC 2004 3.5 USE FINE GROUT FOR COLLAR JOINTS 1" WIDE OR LESS AND WHEN 5.9 ROOFING SYSTEM = FIBERGLASS COMPOSITE SHINGLES & INCLUDING THE DESIGN CRITERIA SET FORTH IN THE FOLLOWING WIND LOAD O GROUTING CELLS OF HOLLOW MASONRY UNITS, WITH OR WITHOUT VERTICAL NOTES. REINFORCING. USE 3000 psi FINE GROUT (3/8" AGGREGATE MAX.) WHEN 5.10 COMPONENTS & CLADDING (GCp) (ROOF): E GROUTING BOND BEAMS & PRECAST UNITS. ROOF ZONE 1, NEGATIVE _ -1.00 1.5 EXTERIOR WINDOWS & GLASS DOORS ARE REQUIRED TO BE TESTED IN ROOF ZONE 2, POSITIVE = 0.30 ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD & BEAR AN AMMA C�� OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE 3.6 CONVENTIONAL REINFORCING BARS (VERTICAL & HORIZONTAL) SHALL 5.11 ROOF MATERIAL WIND RESISTANCE RATING = FASTEN SHINGLES IN ACCORDANCE WITH FRC CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. CONFORM TO ASTM A 615 GRADE 40 (MIN.), DEFORMED. W W 2004 AND WITH ASTM D 3161 7 1.6 EXTERIOR WINDOWS & DOORS SHALL BE ANCHORED PER PUBLISHED 3.7 PROVIDE CLEAN-OUT OPENINGS FOR EACH GROUTED CELL. MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE 5.12 COMPONENTS & CLADDING (GCp) (WALLS): SEE ELEVATION SHEETS SPECIFIED. 3.8 ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON FACE SHELLS. 5.13 MAX. NET UPLIFT PER TRUSS BEARING CONNECTION = SEE TRUSS LAYOUT. 1.7 GARAGE DOOR SHALL BE FASTENED w/ MANUFACTURER'S TRACK 5.14 MAX. NET UPLIFT PER GIRDER BEARING CONNECTION = SEE TRUSS LAYOUT. BRACKETS USING 1/4"x1-1/2" HEX-HEAD LAG BOLTS FULLY SEATED IN PT C/] 2x6, #2 SYP (MIN) DOOR BUCKS. FASTEN BUCK STRIPS TO MASONRY WALL IV. FOUNDATIONS: 5.15 FACTOR OF SAFETY AGAINST OVERTURNING = 1.5 w/ 1/2"0 ANCHOR BOLTS w/ 2"0 WASHERS © 18" O.C (5 MIN. PER SIDE). 2.1 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO ACI 301 ANCHOR BOLTS SHALL BE CAST IN PLACE5.16 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 W F•---1 N 1.8 MULLONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE 302 (CURRENT), GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCTION, AND EDGES, 12" Q.C. ALONG INTERMEDIATE SUPPORTS. ALL EXTERIOR SHALL EXTEND FROM THE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO ACI 318 (CURRENT), BUILDING CODE REQUIREMENTS FOR REINFORCED BOTTOM PLATE TO THE TOP MEMBER OF THE TOP PLATE. 0 N THE ROUGH OPENING SUBSTRATE. CONCRETE. Z 5.17 WOOD-FRAME SHEARWALLS: FASTEN 15/32" WINDSTORM -J 2.2 CONCRETE SUPPLIER SHALL PROVIDE A MIX RESULTING IN A MINIMUM SHEATHING TO FRAMING WITH 8d NAILS OR 0.131" P-NAILS AT 3" O.C. ALONG THE TOP AND < COMPRESSIVE STRENGTH AT 28 DAYS, f'c=2,500 PSI AS MEASURED BY BOTTOM PLATES, 3" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS. TESTING CYLINDRICAL SPECIMENS PER ASTM C-39. PROVIDE 2x4 BLOCKING EDGEWISE ALONG HORIZONTAL PANEL JOINTS. SHEARWALL ENDS SHALL 0 II. WOOD FRAMING: 2.3 SUB-GRADE SHALL BE FREE OF ALL VEGETATION AND ORGANIC BE DOUBLE STUDS FASTENED TO BOTTOM PLATE WITH ONE (1) SIMPSON LTT20 TENSION TIE D WITH A 1/2" EPDXY SET ANCHOR BOLT WITH A MANUFACTURER'S PULL-OUT CAPACITY OF 1,750 4.1 TRUSSES SHALL BE DESIGNED PER FRC 2004 AND TPI SPECIFICATIONS MATERIALS. POUNDS (MIN). FASTEN TENSION TIE TO DOUBLE STUDS WITH 10-16d NAILS. AND CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF 2 4 MINIMUM FOOTING COVER SHALL BE 12" BELOW FINISHED GRADE. FLORIDA. BRACING SPECIFIED BY THE TRUSS MANUFACTURER (INTERNAL TO 5.18 ROOF SHEATHING: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING THE TRUSS SYSTEM) WITHOUT FASTENING INSTRUCTIONS SHALL BE FASTENED 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 WITH 2-16d NAILS PER BEARING POINT AT CROSS BRACING, AND 10d NAILS - VAPOR BARRIER UNDER THE SLAB. AND 6" O.C. ALONG INTERMEDIATE SUPPORTS. 8" O.C. ALONG STIFFENERS (I.E.: 'L' AND 'T' BRACING) AND 3-16d NAILS TOE-NAILED AT END BEARING CONNECTIONS. 2.6 SUB-GRADE SHALL BE MOIST DURING CONCRETE PLACEMENT. 5.19 ROOF DIAPHRAGM: FASTEN 7/16" APA RATED SHEATHING PERPENDICULAR TO FRAMING TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE TRUSS PLATE WITH 8d NAILS OR 0.131" P—NAILS AT 4" O.C. ALONG DIAPHRAGM BOUNDARY (FASCIA), 4" O.C. 4.2 (TPI) BSCI 1 BR. 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 INSTITUTE'S SLAB IS IN ACCORDANCE WITH ACI 318 (CURRENT). EDGEWISE ALONG HORIZONTAL PANEL JOINTS. a• CONCRETE CAST AGAINST EARTH = 3" COVER 4.3 ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE (SYP) MINIMUM U.O.N. 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 REVIEWED FOR COMPLIANCE WITH THE 4.4 ALL LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SP (MIN), ENOUGH NOT TO BE TORN OR DAMAGED BY THE CUTTING BLADE. WIND LOAD PROVISIONS OF THE 2004 STUD SPACING AT 16" O.C. WITH DOUBLE TOP PLATE. TOP PLATE JOINTS FLORIDA RESIDENTIAL CODE (FRC) & SHALL BE LAP-SPLICED A MINIMUM OF 48" AND FASTENED WITH 15-16d 2.10 ASSUMED SOIL BEARING CAPACITY IS 2000 LBS PER SQ. FT FLORIDA BUILDING CODE (FBC) (w/ NAILS. 05 & 06 SP�tMEN�1 flNbkSCE �2 `�' ALL OTHER QES1CiN ELEMENTS L f3 SHEET NO. 4.5 ALL NON-LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SPF (MIN), STUD SPACING AT 16" O.C. THE RESPOIi:3tt#Tl OF TH aOR L. JASON BERCER, P. DATE PE 1' 4{9T1� r •Gi SVR Lot 16 Block 3 8" C.M.U. INSULATION 2x4 SPF STUDS M PER FELEV. 25" LAP MIN 16" O.C. I 1 5 DOWEL FINISH FLOOR TYPICAL 3-1/2" 1/2" GYPSUM BOARD EXPANSION JOINT +/- 10" (1) #5 BAR CONT. CONC. SLAB 3-1/2" STEP 3-1/2" CONC. SLAB =N 3-1/2" ate, CONC. SLAB FINISH GRADE CONC. SLAB s 1> (2) #5 BARS CONT. ' w 2 #5 BARS CONT. O F, a EXTERIOR MASONRY WALL FTG B THICKENED SLAB EDGE c THICKENED SLAB @ GAR. (NON-BRG.) D EXTERIOR DOOR SILL E_ SCALE: N.T.S. S- SCALE: N.T.S. S- SCALE: N.T.S. S- SCALE: N.T.S. VERTICAL WALL REINFORCEMENT i-+--1 (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 w � m FINISH GRADE 8"x16" CONCRETE FOOTING Q (f x 16" FTG L J'c=2,500 PSI (M x24 IN.)) EXPANSION JOINT w/ (3) #5 BARS O : _______ 2 #5 BARS CONT. 1'-4" CLEAN COMPACTED, TERMITE -O NOTES: TREATED STRUCTURAL FILL O ? FREE OF ALL DEBRIS N r E GARAGE DOOR RECESS MASONRY COLUMN FOOTING Z) '� 1. GROUT CELLS SOLID BELOW FINISHED FLOOR. SCALE: N.T.S. 2. FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL S- SCALE: N.T.S. LL REINFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELEVATION 1/2" GYPSUM BOARD O 3 F OPTIONAL STEM WALL FOOTING 1/2"0 x 8" ANCHOR BOLT 8 S 2x4 SPF STUDS 2x4 SPF STUDS - SCALE: N.T.S. w/ 2" WASHER Q 18" O.C. .--� Q 16" O.C. 25" LAP MIN © 16" O.C. r-I 5/8"0 x 8" 8" C.M.U. 1 #5 DOWEL 1/2" GYPSUM BOARD SIMPSON TITEN HD FINISH PER ELEV. INSULATION 6 ANCHORS © 18" O.C 3 1/2" STEP iN H 3-1/2" CONC. SLAB 3-1/2" STEP 3-1/2" CONC. SLAB COLD JOINT T I T ___ 1 -4 (2) #5 BARS CONT. 1'-4" ' 1' 4" 2 #5 BARS CONT. (2) #5 BARS CONT. J H FOOTING @ INTERIOR BEARING j MASONRY WALL FOOTING @ PATIO K THICKENED SLAB @ GARAGE (BRG.) S SCALE: N.T.S. S- SCALE: N.T.S. S SCALE: N.T.S. = SHEET NO. 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 . y.. S-2 (w/ 05 & 06 SUPPLIMENTS) & ASCE 7-02. ALL OTHER DESIGN PE# 64003 j ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SVR Lot 16 Block 3 OO cn M -4 REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR NO SHEATHING JOINT HERE N ROOF DIAPHRAGM NAILING SPECIFICATIONS. 2x SYP 'L' BRACINGS @ 24" O.C. Q' w SEE TRUSS ENGINEERING FOR SIZE, EXTERIOR LOCATION, AND ATTACHMENT 2X6 SPF w/ (2) ROWS OF 1 Zd FINISH EXTERIOR NAILS @ 12" STAGGERED (EACH ROW) #5 VERT. WALL REINF. 3" MIN. 1/2" J-BOLTS 2X_ BLOCKING (LADDER FRAMING OR GROUT CELLS SOLID 2"0x1/8" WASHER SPACED 6" PACKOUT) @ 32" O.C. @ 18" O.C. Lj FASTEN w/ (2) 12d NAILSfl (5 PER SIDE MIN.) w 0 TOE-NAILED PER CONNECTION 1 Ia• 2x4 SPF (MIN) BLOCKING (EDGEWISE) © 48" O.C. TOP e • . • O & BOTTOM FIRST FOUR (4) FRAMING BAYS GARAGE DOOR v� MIN. © GABLE ENDS (TYP.) FASTEN TO TOP FASTEN 7/16" APA RATED SHEATHING & BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END I o TO GABLE END FRAMING w/ 8d NAILS © 6" O.C. ALONG PANEL EDGES, 12" O.C. ALONG INTERMEDIATE SUPPORTS 2x8 P.T. #2 SYP JAMB g" 3-COAT STUCCO FINISH. W APPLIED PER ASTM C 926 TRACK/BRACKET FASTEN INTERIOR ATTACH GABLE TRUSS TO PER MANUF. SPECS. PLATE WITH 16d @ 4" O.C. STAGGERED 2x4 #2 SYP NAILED TO BLOCKING w/ 16d J / e GAR. DOOR TO BLOCK A TTACHMENT 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. Q� DRYWALL SCREWS @ 12 0.C. (2) 2x6 P.T. SILL PLATE WITH 1/2"0x12" w/ MASONRY E @ CLG. & 16" o.c. @ WALLS "J" BOLTS @ 24" O.C. MAX O y A GABLE END DETAIL Q Q r S-3 SCALE: N.T.S. W z FASTEN ROOF SHEATHING w/ 8d NAILS w @ 6" EDGES, 12" IN FIELD & 4" O.C. ALONG NAILER i 0 SIMPSON MTS16 TO TRUSS BELOW 3 •r� O 2x6 SYP SLEEPER W/ (3) 16d 5 NAILS @ EA. TRUSS RAFTER REVIEWED FOR COMPLIANCE WITH THE ENG. TRUSS WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPLIMENT), AND ASCE 7-02 END. ALL OTHER DE5IGN ELEM€NTS-SHALL, INC SHEET NO. THE RESPONSIBILITY OF THE 'C TO 3 C VALLEY-SET ATTACHMENT DETAIL S-3 L. JASON BERGER, P.E. S3 SCALE: S. N.T. PE# 64003 F SVR Lot 16 Block 3 ENG. ROOF TRUSSES #5 BAR w/ 25" (MIN.) n o0 ® 24" 0. . yo ROOF SHINGLES LAP SPLICE (GROUT CELL w TRUSS ANCHOR .' SEE ROOF FRAMING PLAN SOLID) SEE FLOOR PLAN _ _ _ o R-19 (MIN.) FOR REINFORCED CELL •^r T SEE NOTES 5.18 FIBERGLASS INSULATION. LOCATIONS r. 1_� & 5.19 (SHEET S-1) FOR ROOF NAILING L ••- "1'-� b °' SPECIFICATIONS #5 (MIN.) DOWEL N cn o INSULATION BAFFLE EPDXY-SET w/ SIMPSON _r - SET EPDXY (OR EQUAL) MASONRY WALL W/ 6" MIN. EMBEDMENT w z EXISTING DRILL 3/4"Ox6" DEEP 1/2" GYPSUM BOARD CONCRETE (MIN.) HOLE INTO EXISTING ,,FOOTING 1 -0" FOOTING MAINTAIN 5" (MIN.) L _ z d7 EDGE DISTANCE MAX. K.O. BLOCK BOND BEAM POUR :, �. 1-+--1 SOLID W/ 1 — #5 BAR CONT. • : ' 4.'" ; .4.• ,• I••�-1 ua EACH MIN. LAP =25" :.• ', •' H.Lj FILL W/ 3000 psi CONCRETE. NOTE: CLEAN THE HOLE OF LOOSE PARTICLES & CONCRETE #5 BAR VERT. WALL REINFORCEMENT DUST USING COMPRESSED AIR & A NYLON BOTTLE BRUSH BEFORE EPDXY IS INSTALLED. SPACED PER FOUNDATION PLAN EMBED ACI STANDARD HOOK 6" IN BOND BEAM. GROUT CELLS SOLID RETROFIT DOWEL DETAIL STUCCO FINISH. S-4 SCALE: N.T.S. APPLIED PER ASTM C 926 M�C1 6 VJ (7 v z RIDGE VENT: FASTEN w TO ROOF PER MFR'S 8 25" MIN. LAP SPLICE I INSTALLATION INSTRUCTIONS Q C� SEE ENG. FOR IU o NAILING DETAILS d 3 15# ROOFING FELT } '� 3 7 16" OSB ROOF SHEATHING ~ O 8" x8" x 16" CMU 2X4SPF (MIN) BLOCKING FIBERGLASS ROOF PROVIDE BOTH SIDES SHINGLES INSPECTION OF VENT HOLE @ EACH DOWNPOUR 3 1/2" 2500 PSI CONC. SLAB w/ APPROX. GRADE FIBER MESH ON 6 MIL V.B. LAPPED AND TAPED PROVIDE 12" MIN. COVER TOP CHORD OF ENG. ° . 1-1/2" TYP. CLEAR ROOF TRUSSES (NP)SLOT @ RIDGE (SEE • CLEAN, COMPACTED, TREATED VENT MFR'S INSTRUCTIONS) FILL UNDER SLAB REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 SEE FOUNDATION PLAN FOR SIZES ° 2 #5 BARS CONT. B RIDGE VENT DETAIL FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ S 4 SCALE: N.T.S. 05 & 06 SUPPLIME�IT), ANp. ASCC Y 0 :,,,.,r ri SHEET NO. ALL OTHER DESIG 1 ELEMENTS. SH THE RESPONSIBILITY OF THE C TO A TYPICAL WALL SECTION S_4 S-4 SCALE: N.T.S. L. JASON BERGER, P.E. F PE# 6400.3 ; v`'vt1S SVR Lot 16 Block 3 ROOF SHINGLES o0 7/16" APA RATED SHEATHING SEE NOTES o 12 5.18 & 5.19 (SHEET S-1) FOR ROOF w M (TYP) VARIES (SEE PLAN) NAILING SPECIFICATIONS PRE ENGINEERED WD TRUSS Crn @24" O.C. U.N.O. SECOND F OR 15 LB ROOFING FELT (SHINGLES) 15 LB ROOFING FELT W U 7/16" O.S.B. DRAFTSTOP (SHINGLES) z NAILED TO FACE OF 7/16" APA RATED SHEATHING FA C7 WEB BOTTOM CHORD: PERPENDICULAR TO FRAMING W/8d S 0 SPACE AT 400 SF AREAS ri OF SECOND FLOOR Q.C. ALONG PANEL EDGES AND 1 DRIP EDGE VING AREA O.C. ALONG INTERMEDIATE SUPPORTS Ew- 2x6 SUB FASCIA W/ ALUM. 3 4" T&G FASCIA & SOFFIT FLOOR DECK 2x4 SYP VERTICAL BLOCKING 2 X 4 RIBBON JOIST @TOP AND BETWEEN RIBBON BOARD BOTTOM FASTEN TO TRUSSES AT EACH TRUSS HEEL. USING (3) 16d NAILS @ EACH TRUSS z 3-COAT STUCCO FINISH. 7/16" OSB SHEATHING APPLIED PER ASTM C 926 TRUSS BOTTOM R19 IN. INSULATION SEE ROOF PLAN FOR CHORD TRUSS FASTENER 1/2" HIGH STRENGTH PB WIRE LATH DRYWALLJNOTE: ALL PENETRATIONS 1X2 PT WD FURRING K.O. BLOCK BOND BEAM POUR z 0 N THROUGH DRAFT STOP O w @16" O.C. SOLID W/ 1 #5 BAR CONT. b" 3—COAT STUCCO FINISH. 0 MATERIAL MUST BE U SNUG FITTING. SEAL EACH MIN. LAP =25" APPLIED PER ASTM C 926 PENETRATIONS WITH FILL W/ 3000 psi CONCRETE. W 1/2" DRYWALL POLYCELL FOAM. #5 REBAR J Z 15# ROOFING STUCCO STOP J'rtJR4.1 MIN. INSULATION ON 8" C.M.U. TYPICAL SEAT PLATE J 3/4" T & G PLYWOOD EXT. BLOCK WALLS CC3 NAILED & GLUED TO 8-d NAILS TRUSS CHORDS. AT 6" 0/C O NAIL W 8-d NAILS AT / o 12" 0/C 1X2 PT WD FURRING 7 16" O.S.B. DRAFTSTOP STUCCO FINISH. •.�--j 2ND FLR LINE CUT TO FIT AND @16" O.C. If) INSTALLED BETWEEN APPLIED PER ASTM C 926 Z w EA TRUSS VERTICAL ri 5 WALLBOARD U.N.O.1/2" GYPSUM (1) #5 VERT. IN FILL CELLS d 0 F SPACED PER FOUNDATION PLAN W/DOWELS 25MIN) R19 MIN. 25" (MIN) ( o 2 X 4 NAILERS INSULATION 3 1/2" 2500 PSI EMBED ACI STD HOOK 6" IN BOND BEAM GROUT TYP.o TRUSS CHORDS. CONC SLAB W/ 1X4 P.T. BASE CELLS SOLID PLASTER STOP 0 m ¢ MIFIBLEV.B MELAPED &SH ON 6 NAILER o BASEBOARD INSPECTION PORT AT EACH EXPANSION DETAIL 9 FILLED CELL TYP. O BOTTOM CHORD STD. 90 HOOK (SEE OF TRUSS_ / L 1/2" HS DRYWALL CLG. o''-o' DETAIL) REVIEWED FOR COMPLIANCE WITH THE APPROX. GRADE. WIND LOAD PROVISIONS OF THE 2004• PROVIDE 12" FOOTING FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ 6 MIL VAPOR BARRIER COVER (MIN). o" • SEE FOUNDATION PLAN FOR FOOTING SIZE 05 & 06 SUPPLIMENT) AND ACE ? I., SHEET NO. ALL OTHER SIGN ELEMENTS BE 4 THE RESPONS- ILITY OF . CLEAN POISONED AND COMP. 0, C_n A TYPICAL 1.5 STORY WALL SECTION SOIL. (COMPACTED TO 95% V T 4 SCALE: N.T.S. MODIFIED PROCTOR ASTM D1557) L. JASON BERGER, P. ,> E D PE 6400 SVR Lot 16 Block 3 TOP VIEW M � Q w 2x6 'L' BRACIN '-' M O 2x4 SPF (MIN) BLOCKING (EDGEWISE) � � !? @ 48" o.c.. FOUR FRAMING oo - BAYS MIN. @ GABLE-ENDS (TYP.). 2x4 SPF (MIN) W/ (2) ROWS OF a FASTEN W/ (3) 16d NAILS 16d NAILS @ 12 (TOENAILED) EACH END. STAGGERED (EACH ROW). SEE NOTES FOR ROOF NO SHEATHING DIAPHRAGM NAILING GABLE-END R-19 (MIN.) JOINT HERE. TRUSS STUDS. SPECIFICATIONS. FIBERGLASS ___ / INSULATION. 2x6 FIRE-STOP LEVEL W °� 2x6 SPF UB— LEDGER. ATTACH W/ (3 ' 16d II II \ II FASCIA NAILS AT EACH 'T' BRACE INTERSECTION. rSPF BLOCKING WIND 32" 2x6 SPF (MIN) LEDGER ATTACHED TO 'L' BRACING USING (3) 16d NAILS AT EACH INTERSECTION. i" 3-COAT STUCCO FINISH. 2x6 SYP 'L' BRACING @ EACH VERTICA APPLIED PER ASTM C 926 WEB. FASTEN TO GABLE-END STUDS L/) W/ 1Od NAILS @ 8" O.C. FASTEN 7/16" APA RATED LV <- - SHEATHING TO GABLE—END 0 FRAMING W/ 8d NAILS @ 0 O w 6" o.c. ALONG PANEL Z w EDGES & 12" O.C. ALONG (PRE-ENGINEERED INTERMEDIATE SUPPORTS. 3) 16D TOENAILS @ Q TRUSSES @ 24" O.C. EACH INTERSECTION. W GABLE-END WINDOW FRAMINGU_\ -ATTACH TACH GABLE TRUSS TO �..� PL 16d @ 4" O.C. F STAGGERED •— O / \ 1 lid z L(22P.T. SILL PLATE L . PLACE SHEATHING FLUSH "x12" "J" BOLTS w/ MASONRY C. MAX 3/4" T&G SHEATHING GLUED & NAILED W/ 8d NAILS @ 6" o.c. 2x4 FLOOR JOIST BUILT EDGES & 12" o.c. ALONG INTERMEDIATE INTO ROOF TRUSSES. SUPPORTS. PROVIDE 2x4 BLOCKING 1/2" S.R. GYPSUM BOARD w/ EDGE-WISE @ PERIMETER FASTENED / (3) 12d NAILS (TOENAILED) @ EACH END. DRYWALL SCREWS @ 12 O.C. REVIEWED FOR COMPLIANCE WITH THE @ CEILING & 16 O.C. @ WALLS WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ cA GABLE-END DETAILS 05 & 06 SUPPLIMENT), AND ASCE 7-02 ALL OTHER DESK ELEMENTS SHA SHEET NO. S-4 SCALE: NT.S. THE RESPONSIBILITY OF THE T L. JASON BERGER, P.E. f PE# 64003 047 4 SVR Lot 16 Block 3 (3) 16d TOENAILS STUD o0 TO BOTTOM PLATE M � (3) 16d NAILS BOTTOM PLATE 10d — 3" O.C. o c TO BLOCKING -'- 'I - / o � p LSTA18 SIMPSON H10 0 EACH TYPICAL TRUSS 2x4 SPF BLOCKING ® 16" O.C w/(3) 16d 0 EA. END E- 16d TOENAILS 04" 0/C r T� 1 SECTION DETAIL ►�-+-+-i S4F SCALE: N.T.S. coN z 2x4 RIDGE BLOCKING w/(3) 16d ( S SEE s 111 TOENAILS PER SIDE IR��R� EETS) PRE-O4 SIMPSON HID W/ SH 2x6 HEADER TRUSSES®EER/NG (8) 8d NAILS TYP. CAI (2) 2"x4" DORMER BOX-OUT 0. III EACH SIDE ENG. DORMER TRUSSES 0 U) L$ SIMPSON LSTA18 W/ SIMPSON SPH W/ (12) 10d NAILS O w (22) 10—d NAILS TYP. ON INSIDE WALL, TYP. O " 0 2"x4" WALL EXTENDS DOUBLE 2"x4" TOP PLATE FASTEN 0 V TO TRUSS w/ H10 INTERIOR AND (3)ii W N TO FLOOR 16d TOENAILS EXTERIOR II W ENG. ROOF TRUSSES U) Cr II Q o OJ "E LL g-jI< EXTERIOR WALL 2x4 SPF STUDS 0 16" O.C. INTERIOR WALL SIMPSON MTS12 W/14-10d NAILS U.N.O. w/(3) 16d TOENAILS FASTENED TO GIRDER TRUSS BELO & BOTTOM (TYP. EACH SIDE) x4 KNEEWALL FASTEN KNEEWALL TO GIRDER TRUSS w/ (1) LSTA18 (MIN) 0 EACH STUD (TYP.) BOTTOM PLATE SHALL REVIEWED FOR COMPLIANCE WITH THE EXTEND OVER TOP CHORD OF TRUSS BELOW 2"x4" SPF BOTTOM PLATE w/ 10d WINE rIp s�RoVls1p OF THE 20 4 0 3" D.C. INTO GIRDER BELOW FLORIDA RESIDENTIAL CODE & % . SHEET NO. NOT TO SCALE 1/2" CDX OR 7/16 O.S.B. FASTENED FLORIDA BUILDING CODE / { w/ 8d NAILS 0 4" 0/C BOUNDARIES, (INSIDE) SEE SECTION ej 05 8L D8 SUPPLIMENT. - GE 42 BLOCKING FULL HEIGHT OF 6" 0/C EDGES, AND 8" 0/C FIELD. S4F ALL OTHER DESIGN T S LL BE THE RESPONSIBIL T NTRACTOR TOP CHORD w/(4) 16d BLOCK ALL SEAMS 0 SHEAR WALLS � g `J4 TOENAILS EACH END y A DORMER KNEEWALL ATTACHMENT DETAIL L. JASd9'S P;R„ DATE F 171 1 S4F SCALE N.T.S. P B400 SVR Lot 16 Bloc 1 na's p ` ROOF FASTENER LEGEND NOTES CONTRACTOR SHALL REFER ¢0uPC ,, rp�.t(r, O SIMPSON HETAL20 TYP Q MASONRY OO TO THE FINAL TRUSS ENGINEERING 1 �� {{�S/J(> II( 4Yfi (�,d° u�jv CONNECTIONS PACKAGE FOR CONSTRUCTION. dC 1;� t(p`a�S9 EXCEED 1000#LIFT ES ANDHAT REACTIONSET R � r{ V. �.� ��.t ``''� ,'r r`" Structure.^ DOUBLE SILL PLATE. SEE DETAIL THIS THAT MEET OR EXCEED 3000# ARE a.w.®„_...rye O > o SHOWN AS NOTED.THE VALUES ARE BASED ON THE ENGINEERED 2 3 3 2 '" SHEET TRUSS LAYOUT AS PROVIDED BY h THE MANUFACTURER. I 1 � o (2) HETA20 OLGT2 - SCAB AS NEEDED J H10 TYP ® WOOD CONNECTIONS 4 ,' SIMPSON MGT W/ 5/8"0 A.B. (6 MIN. EMBED.) O CAST-IN-PLACE (OR EPDXY SET USING SIMPSON SET EPDXY) SIMPSON H14 O SIMPSON HTS20 W/ (24) 10d Vi , ' 8 NAILS. 8 2 O 2x4 LADDER FRAMING © 16" o.c. FASTEN 8 o u8 9 TO ADJACENT TRUSSES USING SIMPSON . f LUS24 W/ (4) 10d NAILS INTO TRUSS & 2 (2) 10d NAILS INTO 2x4 LADDER JOIST. _ HTSM16 0- 7 8 HD10A ATTACHED TO TRUSS VERTICAL w/ M xj 7/8"0 A.T.R. TO INVERTED HD10 C© TOP OF 3 10 % "'/, 3 10 f POST. y J 11 /, R 1074# lr/ o ! AU??" / ® DENOTES GABLE END DIAPHRAGM SEE NOTE 5.19 C 1""'l , SHEET S-1 FOR NAILING PATTERNS 2 (� •- Q - / U•65V / LL ATTACH GABLE TRUSS TO PLATE WITH 16d Q 1 4" O.C. STAGGERED ao•1z T (2) 2x6 P.T. SILL PLATE PLACE SHEATHING FLUSH 5.7.1z ' T WITH 1/2"0x12" "J" w MASONRY z1z BOLTS @ 24" O.C. MAX DOUBLE SILL PL A°7E' PARTIAL-TRUSS DETAIL SCALE: N.T.S. SHEET NO. SCALE N.T.S. /7 . ...... S-5 SVR Lot 16 Block 3 OO M M M � aoi 'C DOUBLE SPF TOP PLATE LAP SPLICE SIMPSON SPH4 © 24" O.C. w/ (12) JOINTS 48" (MIN.) w/ (15) 16d NAILS b c3 10d x 1-1/2" NAILS EACH SIDE M FLOOR TRUSSES SEE TRUSS LAYOUT FOR DOUBLE SPF TOP PLATE LAP SPLICE N TRUSS CONNECTORS I I U JOINTS 48" (MIN.) w/ (15) 16d NAILS //// : ______ wz (�w SIMPSON SPH w/ (12) l Od NAILS P. J SIMPSON SPH4 w/ (12) 10d x 1-1/2" NAILS EACH END OF HEADER SEE FLOOR PLAN FOR HEADER SIZE SEE FLOOR PLAN FOR HEADER SIZE SIMPSON LSTA24 w/ (18) 10d NAILS (1 EACH END OF HEADER) FRAME-DOWN TO FRAME-DOWN TO J 2 X 4 SPF (MIN.) STUD GRADE OR OPENING IF REQUIRED. OPENING IF REQUIRED. Q 0 BETTER STUDS 16" O.C. III III Q FASTEN STUDS w/ 12d NAILS C© 6" O.C�( FASTEN STUDS w/ 12d NAILS © 6" O.C. I J �' a 2X_ SPF MID-POINT BLOCKING TYP. 2X_ SPF MID-POINT BLOCKING TYP. N DOUBLE JACKS DOUBLE JACKS 0 (typ.) (typ.) z 3 5/8"0 x 8" SIMPSON TITEN HD ANCHORS Q 18" O.C. FOR BEARING WALLS WITHOUT Q 3 A SLAB STEPDOWN m 3 G O C V d d :"14 - . . ...] �. �� a .o e e c � � d/ \ O ga 2 X 4 SPF (MIN.) SIMPSON HTT16 w/ (18) 16d NAILS STUD GRADE OR AND 5/80 x 7" EPDXY-SET SEE FOUNDATION PLAN BETTER STUDS SEE FOUNDATION PLAN THREADED ROD USING SIMPSON SET EPDXY SIMPSON SPH W/10-10d NAILS TYP. FOR FOOTING SIZE ® 16" O.C. FOR FOOTING SIZE B LOAD-BRG. INT. STUD PARTITION DETAIL *0 UPLIFT) A LOAD-BRG. INTERIOR STUD PARTITION DETAIL s-6 SCALE: N.T.S. S-6 SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE..2004 SHEET N0. FLORIDA RESIQENTIAL. CODE (FRO) & FLORIDA BUILDING CODE (FBC) 05 & 06 SUI'PLIMENT); AND °- r .? ALL OTHER DESIGN ELEMEN L REFER TO DETAIL A, SHEET S-6B FOR THE RESPONSIBILITY OF 7 MASONRY ATTACHMENT WHEN REQUIRED. L. JASON BERGER, P.E. E PE# 64003. 3 1(.. _. _.. ` 64764 Page is too large to OCR. SVR Lot 16 Block 3 OO 6 MAX. NO SHEATHING " w 2X6 w/ (2) ROWS OF 12d NAILS @ JOINT HERE cv 12" STAGGERED (EACH ROW) � w � M O � 2x6 SPF SUB FASCIA as � A., 2X4 SPF BLOCKING @ 32" O.C. Z %" 3-COAT STUCCO FINISH. O APPLIED PER ASTM C 926 STUCCO STOP WHEN APPLICABLE E c7 GALV_ 'L' FLASHING SET IN ASPHALT SEALANT 1�Z z r W `V ATTACH EACH PRE-ENG. MONO TRUSS TO FLAT CHORD OF STRUCTURAL GABLE w/ (3) 12d TOENAILS. / - ROOF SHINGLES (SEE PLAN) 2X6 SPF SUBFASCIA Q a J J ct J Z J a r O 3 J O SEE PLAN FOR SETBACK O S m •� O TRUSS ANCHOR Z PRE-ENG. GABLE TRUSS (SEE TRUSS SEE ROOF ENG.) FRAMING PLAN A BOSTON HIP FRAMING S-6J SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA C) & RESIDENTIAL CODE R FLORIDA BUILDING CODE (FBC) (w/ 05 & 06 SUPPL�iI Nf);''AN -ASCE 7_02 ir ALL OTHER DESIGfU ELEMENTS-SH E SHEET N0. THE RESPONSIBILITY'' bf,,THE ' CTO L. JASON BERGER P,F- ATE S-6 PE# 64OO3 3 SVR Lot 16 Block 3 00 cn M o � ai 0 2X VERTICAL LEG OF TRUSS (FRAME K.W. ABV. U 5/8" SHEATHING MASONRY) VINYL SIDING _4L - O E HOUSE WRAP BARRIER METAL PLATE @ BTM OF EACH TRUSS 7/16" OSB SHEATING 4 w/ ALL SEAMS TAPED OR USE 15# ROOFING FELT © LINTEL. CtD & OVERLAPPED TO I 8'-0" HIGH %" 3-COAT STUCCO FINISH. ��z OUTSIDE STARTER I MASONRY APPLIED PER ASTM C 926 STRIP WALLS. �W I _ ___ _ __ STARTER STRIP LAP CORNER MINIMUM NAILER TO BOTTOM 1" 1" MIN. °a 6" w/ INFILTRATION OF OSB PROVIDING OVERLAP BARRIER. Q) 1-1/2" OVERLAP OVER TEXTURED, PAINTED FINISH BELOW. _J O w VINYL CORNER Q a STUCCO FINISH. TRIM F j APPLIED PER ASTM C 926 GABLE END TRUSS 5/8" SHEATHING p `I 7 w J TYVEK OR EQUAL U ^� INFILTRATION WRAP a. J ct 2 VINYL SIDING Q " g s 8 Z a A VINYL SIDING @ GABLE DETAILS B VINYL CORNER TRIM DETAIL J -6 SCALE: N.T.S. -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 ' L ME NTS FTAL! Bltr INC THE RESPOW1,,5QTY OF THE-C ' ACT©.I33 SHEET NO. L. JASON BERGER, P MATE r PE#„64003 S-6 ) iEndiira SVR Lot 16 ock 3 For Masonry Rough Openings DOOR COMPONENT SYSTEMS __ H H __ H H H 1H H 1 1 � 1 l l 1 1 ! I _ 1 1 (5)screws per (5)Screws e€ -at sc ear per _. sole at 11.5' 5s Scsa par _ _+ ."side �_ sr t .. spacing bx ��s da a,€T 5 at t 7 5` t +rar. fo, ECG units �rur¢¢; r (1l Screws per il a rwiis 6"'errors 60 she at 14' s';sca€�s par (7 0c taer 3 r or e> spartn9 for rte dt 14 So e at f 4 rae &1t units sdac ,T o ssolrat for s c c ;-n u €s era urtrfs �-.>.r ,aa ____- _ - - - ____ - - Single door unit Single door unit with two sidelites Double door unit z O g Single door unit with one sidelite g (boxed construction) (boxed construction) J Q 6" 6" o Z C� O 0 o 3 111 ! 11 11 11 11 11 11 0 •.--� O Z _ a SILICONE APPLICATION MINIMUM FASTENER COUNT 5 fasteners per verlical framing member and 3 rn header for SW Emits. 7 fasteners per vertsCa)framing member and 3 to header for 3`tdhits. Appt,s icone LATCHING HARDWARE rnb°r sealant in Compliance requires that ANSI A156.5 GRADE 2 or better cylindrical and deadboic security - thr rov s t a a lock set be instal€ed_.Follow assembly instructions Ptl€-AlX. :: + bead Size of lf4' a +' high x 14'aside. NOTES* SHEET NO. 1 Fasteners recommended.r this anrr1 are 3x16/x 2-3/4'Tapcan screws U,.utaed by the lowest fastener rating for opa mom anchor prrisithonir 2 The Tapoon screw ierujth is designed for t-1.4 mirtsmum embedment into the masonry, n Sea rat recommenrtec to mere ore o subflon is 140"--clear sncsore ,rem s alant(XO on its{66`}use approx 12 a of €r erne XX units n2 useapprox.16d atop o e S ants Gros aplrrox 8 at In orie OYX triple unrtsritf2t use appros 24o nt mirror_OXA0quad Double door unit with two sidelites 1 Units(144)use approx_32 ez of sit€cone.Silicone rating.AST 11-C-920,Gass 25,Type S"n„rade OS_DAP product number:00641. 4. For inotalation inw€nd-porn0 debris of hijh--eeucnty hurricane zones,ade 3(ust5nefs to sill. t#os tk1.43r}S4.01,r#1-43ra54.D2.and 01-4335403 I,AfLhltectura)7e>i.ny, or,,York.PAS Design Pressure Chart Stock Building Supply Portrait Doors Door Door Style Structural Design Florida Assembly Height Width Fiberglass Pressure Test Report# X 6' 8" 3' Opaque +65.01-70.0 6184.1 XO or OX 6' 8" 3' Opaque Door +47.0/-47.0 6184.2 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XO or OX 6'8" 3' Opaque Door +47.0/-47.0 6184.3 6' 8" 3' Sidelight Glass ODL Screw Frame +47.01-47.0 6184.3 OXO 6'8" 3' Opaque Door +47.01-47.0 6181.4 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 OXO 6' 8" 3' Opaque Door +47.01-47.0 6181.5 6' 8" 3' Sidelight Glass ODL Screw Frame +47.01-47.0 6181.5 XX 6'8" 6' Opaque Door + 50.0/-50.0 6184.6 E OXXO 6'8" 6' Opaque Door + 50.0/-50.0 6184.7 O w 6'8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 p N OXXO 6'8" 6' Opaque Door + 50.0/-50.0 6184.8 F= 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 Z 03 XO or OX 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.2 p z 6' 8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 0 o OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.3 E 6'8" 3' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Smart Frame +47.0/-47.0 6142.4 OXXO 6'8" 6' Glazed ODL Smart Frame +47.0/47.0 6142.5 6' 8" 6' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 X 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.6 XO or OX 6' 8" 3' Glazed ODL Screw Frame + 50.01-50.0 6142.7 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0%60.0 4177.1 OXO 6' a" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6'8" 3' Sidelight Glass ODL Screw Frame +60.01-60.0 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 + 50.01-50.0 6142.1 6'8" 3' Sidelight Glass ODL Screw Frame +60.01-60.0 4177.1 SHEET NO. D2 MODELS 11OR (24 GAUGE) REV DATE MODElS 120R (25 GAUGQ 01 7/2002 NEG. LOADS WERE 37/-55S DES/TEST; PUSNNNUT TESTED 18 Gk PAINTED END STILES ATTACHED TO DOOR ONE WITFJRMEDNATE STILE BETWEEN EACH EMBOSS LOCATION. SIN WITH PATENTED TOG—L—LOC SYSTEM ATTACHED WI TOG—!LOC(TOP& Bo7T'jj �ATT�T OP. BOTTOM&CENTER), HORIZONTAL TRACK SUPPORT BY NTD URETRA)4E ADHESIVE(ALONG CENTER) GA. GN.Y. DOUBLE END STILES DOOR INSTALLER (TO 5'I.iFTj OPTIONAL 1/B ACRYLIC OR ACHED TO TOP AND BOTTOM RAIL SNAP tATC H ENGAGES f14x5/8•SHEET METAL SCREW> ADSB GUs55 LfTE5 YAFLABLEITH PATENTED TOG—L—LOO SYSTEM, ONTO VERTK'AL TRlf~K_ I'KR TOP BRACKET DOOR COUNTERBALANCE SYSTEM F —` (SEE SECTION B—B SNIP'LATGtt ON O EACH SIDE OF DOUBLE HORIZONTAL p TRACK S 7 C C 13 GA. GALY. STEEL.FTAG BRACKET. K INTER. TILE ,, I ?.,, OUTSIDE D E :4 CRELF, LOw fNl . �C L VIEW � GA.END HBIGES VIEW".C' IlkSTILE TIE tUWDLE ___t1 1iT 1 j-ii lB I1i 1Hr1n1 1 r1j \ (T41 ' K£YED LOCK HEIGHT' 1• I'DOOR OVERLAP (EACH SIDE) 2•GALY. 111140K STOP MOULDHI�BY POOR INS'TAA.LER TWO POINT tDCKNNG END SLIDE BOLT 2x8 Y€t1L1lA PLANE JAMS t8 Gk GAMY.STEEL PAINTED£TID STILE "t" TRACK TiNtCKNESS .083 INTO TRACK. INN LOCK ENGAGES 18 GA. GALV.STEEL DOUBLE END STILE INTO VERTICAL TRACK.ONE 20 GA GALV. STEEL INTER.STILE 1YP.2-tj/2'xt2 C+ GALY. LOCK ON STEEL TRACK BRACKETS. • EACH SIDE 12 GA. GAILY.STEEL TRACK / t>#StANCE BETWEEN BRkC1XFIS OF DOOR• RACKETS FASTENED TO WOOD.1hMR✓ A OPTIONAL OUTSIDE KEYED LOCK POSITION BRACKET USED FOR �5110 Y414 51NOT T05 R TO EXCEED PE 0ID ! tAAX, DOOR WIDTH .. t6'-2' BOTTOM DOUBLE END SIH.E. ls!4t'S_> SLrT2o. 7R�1'T8'NUT OR PUSNNNL)T B TOTAL BRKT'S PER.SIDE / FORD UP TO YO' HIGH), �_ STILE �FORAUNRE ON UNRESTRICTED OPERATION, (fi TOTAL BRKTS PER SIDE Jl FOR DOORS UP TO 8'D HIGH), STLLER+ 2 GALV STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES \ ItDTE 1: FASTENED TO END STR.ES EACH W/(4) 18 CA. GALV.STLEi.CENTER DOUBLE TRACK 12 Gk GALV.STEEL TRACK BRACKETS. DOORS UP TO 7- HIGH CONSIST OF((4} SECTIONS TRACK ATTACHED TO EACH BRACKET 4x58"MEET NE7AL SCREWS FaSTENEI TO !LATER STILES WIt LpW NEADROOAI TS DOORS OVER 7"-0 HIGH CONSIST OF(*a)SECTIDFL5 (NOT SH UN), WITH ONE t f4"x5/8'BOLT do NU 2 9 4"SENF TAPPING SCREWS PER 14x5f$ SHEET METAL SCREWS AVA E AS AN OPTION .1101L 2.THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS OR TWO 1/4.OP.. RNE1S. 2' DYl LONG STEM. 10 BALL STEEL ROLLER. SH ALL.BE THE RESPONSIBILITY OF TH8< ION&OF LOCK BAR RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE ENGAGES IN WITH CURRENT BUILDING 00055 FOR THE LOADS LISTED ON THIS DRAWING. OUTSIDE KEYED LOCK PREPARATION SECTION C-C HORIZONTAL (TOP) JAMBtL/ FRONT FRAME WITH U.Y. .kS2L.1353.LSStT4G OF DOOR. (NO LOAD FROM R) COATING ON OUTSIDE SURFACE JAMBTO R T R ATTACHMENT mTHE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK O w r TO THE 2x8 VERTICAL YELLOW PINE(GRADE 12 OR BETTER).IAMBS NO LOAD FROM THE DOOR fiIQ1Lifl,iGREW IS TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. Q 0S8 GLASS OR 38d�MOLDED INSIDE I J8 2) ALL JAMB FASTENERS MAY BE(BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. .✓ "ACRYLIC SEGTNDIN B B FASTENER CITE RETAINER #Bx3/4'PAN HEAD WOOD FRAME BUILDINGS TYPE Z"'THICK'-I (10 SCREWS PER LIRE) STUD WALLS(OOT�Fs DOOR OPENING�SHAq.L BE FRAMED SOLID BY NOT LESS THAN (3) 2 4 (UP 70 91itx8'H FINE A P o +1*OF 1M�f 1145 06A44140 METS PE GGRRADEELNOOT LESS THAO NN 21 PSI NOMRE TREATED INAL EXTREME FIBER GRADE 02 OR WOOD IN BENDINGFe)TU05 of A STRESS O.C. FLAN. No. ua 18dM.:1.1}BUT°0 ti STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. OF FASTENERS Cl) :1 N SECT.1806,11,44 OF TIE fL4t#M&?kDMRi rte, JAMB SECTION A—A jS%m'A t BLOCK WALL OR CONCRETE 12 GA. GALV. STEEL.TOP ROU,ER BRACKET. 2x8 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN, EACH BRACKET ATTACHED W/(4) 114x5 8' BLOCK WALL CELLS SHALL BE FILLED WTTTI CONCRETE AM) REINFORCED WITH REINFORCING BARS EXTENDING r 2x4 VERTICAL JAMB 3p SHEET METAL SCREWS. ADJUSTABLE SUDE ATTACHED 4' INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALT,BE CONTINUOUS FROM THE TIE BEAMS 0 3 TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS AND TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS MIL) CONCRETE COLUMNS TO BE o NUTS PER BRACKET. 2-1/2. DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. Q JAMB TO P I SHIP LAP JOINTS.. "I J5/8*(TIP.) (NOT TO BE USED FOR ATTACHMENT OF'TRACK BRACKETS) • Oz DOORS UP TO 16 2Wx8'H = 4 TALL C-"CHANNEL MAXIMUM 16 Gk GALV. STEEL MIN. N. OF ON CENTER FASTENERS DISTANCE STEEL I' PER VERTICAL, BETWEEN WASHERS '"`�.., BUILDING TYPE FASTENER TYPE ,LAMB FASTENERS REQUITED? 14 GA. GId.V, RKN..LER HINGE. l/4 YES Cl D EACH HINGE FASTENED TO END 2.000 PSI MIN. CONCRETE 114"x 1-314- MIN. EMBED TAPCON CONCRETE ANCHOR 9 11"— YES 1 O.D. STILES WJ(4) }14x5/8" SHEET METALC—SO BLOCK WALL — 3/4" NO(INCLUOEC AND (2} 1 J4 k3J4"SEa T TAPPING SCRE145. 2.000 P54 bUN, CONCRETE x _ 17-1 NO INK LADED (SEE VIEW "B")II ONE 4"TALL x 16 GA. C--CHANNEL PER DOOR SECTION, M E I*ESTTIB1ELO.P.t. . DESIGN LOADS: +37.0 P.S.F. & —41.0 P.S.F. ti ( l!1� 1x 1n1 I*JJA P£ p23632 TEST LOADS. +55.5 P.S.F. & -61.5 P.S.F. (S�1/4*x,3 4'SELF TAPPING SCREW PER STILE LOCATION. fK.MC^P.E/48448 25 GA. MIN. EXTERIOR SKIN WITH G-40 - ( OTHIS DO MEETS OL`EX�'t i DESIGN ORIGINAL DRAWINGS ARE SIGNED IN BLUE GALVANNlAIO, BFKRD-ON PRIMER APO a THIS MEETS OR EXCEEDS LOAD'S FOR THE WIND SPEEDS LISTED BELOW INK WITH A RAISED SEAL (EMBOSS). BAKED.0N POLYD"5TER PAINTED TOP COAT 1-1X4"WIDE x 18 GA. GALV. STRAP. (5) PER DOOR SECTION LOADS FOR THE WIND SPEEDS USTED BELOW ACCORDING TO THE 2001 FLORIDA BUILDING APN1I TED TD BOTH SEDES# STEEL SKIN.`ON 18'WIDE DOORS, EXCEPT(8) STRAPS ON 2ND (LOCK) I ACCORDING TO THE 2001 FLORIDA BUILDING CODE 98 FOR THE FOLLOWING SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED I CODE jASCE7-98 FOR THE FOLLOWING CONDITIONS t) RARTIMIY-ENCtOSED 0110G - MN4W4c1uK4,hR6NTi4 SICET SWEETS BRA N m REV. ° WITH (3) 1/4"x3 4'SELF TAPPING SCREWS ('TWO I CON OHS. 1} 22 DOOR DOOR 2) HAS z t#'WIDTH III BUILDING MANUFACTURED i 1 102617 01 SCREWS TD ONE SCREW TO C—CHANNEL) HAS 2'OF WI IN BUILDINGS END ONE. END ZONE.3) USE FACTOR OF 1.0, 4 ANY n 3 USE FACTOR OF 1 , 4 ANN ROOF SLOPE, FACTOR TES.8Y C CxET 8Y 5 I AND 5) SOX SAFETY FACTOR, WIND SPEED MPH S 11D 120 120 130 MWW 11ESCRTPTII7N 13 GA GALV. STEEL BOTTOM BRACKET, WINO SPEED MPH 5130 140 t4 150 EXPOSURE LEVEL B tx C B C B kIkM1N ATTACHED WITH (2) ;14x5/8"SHEET METAL SCREWS IPosuRE LEVEL B or C B C B MEAN ROOF HEIGHT 30` 30' IS TATE DOUBLE CAR MODEL 11ORW6 & 120RW6 ALUMINUM EXTRUSION & VINYL WEATHERSTRIP, MEAN ROOF HEIGHT '.,f1' 30'. 15' 3f}' 6/13/02 NOTED +37,—$1 PSF DESIGN LOAD OAORI Pa, g Proaulx Cnr tmy M RtgAte R4eer,ed. T e orm ems po (513) To-4aoD SHEET NO. be repradu oy 1.org Yom+ilttout 8585 DUKE BLVD. Its.writt.per MASON, OH 45040 USA a,4�r.er Phapx44 D4 3 6 SVR Lot 16 Blo k3 I MW t _. S i 1a °1580/1 0 11c 3I2t>4i7A1__ _'7dRAr4f } #?AHAT111E At AtiSIS .Am {X►nNn3Y ca4 r F_ Ek4 iLLC1KtENT ASTM E000' ND $+ s, NtJMBE S stREW roe t" TAPCONS CAD... EN (SEE NO[�S t R5ONRY Oa'E IaNG. JAfi1E4 sQa t## * (SEE NOIES T } MUM E GAPAf5Ty IN ;PSE Et1MEr1lT EF1MEi4 BUaLD1Nta' 1� - HEAD AMB S E SST INALtAT►OIHayHc .4 I INSTALLATION Arcr4 x —s�: 2 2 2 2 s 34 x.31f� = ,( s 3/SH btA T iPOOt1 i"` 3':3/4 s S1 fi —00 dt • 4xn TAPc 24 x 2 2 2 2 2 2 2 .2 5 3f4 x 435 , —7O SSB CAULK BETWEEN: 1 P.ERIRiT `�tULKJ WINDOW Ft:"i r�isaw RY ptHERS, CAUt1C'BE1N N 34..4:7 WINDOW WID W 7D aUCK a� _ WDOF>, 1f- MA4ttY OPENI3LG 36 -x 24' _g()- 2 2 2 =c`x $3/# BY OThERS° 36 x 36 80 2 2 2 2' 2 2 53/4*31 —50 ( ) er `EXTERIOR 36 x +2 - 2 2 2 2" 2 2 3f4x37S/8 -50 ( s)i swl+ + J4E1Ytl .$Y+aooD,SECTION ec1cK`BY t1THER CAutx BUr1c 6"OTHR ��¢, 2 2 EPEE �j - � _.. YAhtt?t3Y 36 -s4 2 2 2 2 2 r�3_ •x t :s00 Djb a: fiALLAMON ARO"R WOOD B111 48 x ?2 80 2" 2 '2 2 2 2 213/4 x 75/5 CAULK I snow DtATAP£Ot4 48 X 24 —84: 2 2 2 2 2 213/4 4*19 fij8 —70 woo ILICK & 48 x ,36 —8C) 2 2' 2i 2 2 213/4 x 315/9 so (SSB) tASOtI YBY_O THERS 48 x 42 74 3 3 2 2 2 2 21 3/4x37 5: 54 OTHERS A `— /D � �I1SB�, 48 x 48 --62 2 2 2 2 2 2 21 3/4k 4 5/8 —50(3/16" 1 1/4 48 x 55 -52 2 2 2 2 2 2 21 3/4 x50 3/e -50(3/i5) CAULK 8EThN WINDOW E tBEO EN7 60 x 12 0 2 2 2 2 2 2 27 3/4 x°7 5/S -80 (ssB) FLANGE & WOOD BUCK 641 X 24 -&0 2 2 2 2 2 2 27 3/4 x 19 5/8 -55 (S58)_ rn -424' O C.-`MAX. 8G 3 3: 2 3 3 2 273/4 31 5/8 -55 (D88) 60X ;42 fib` 3 3 2 3 3 2 213I41375/8 -47 (058): E 60 x 48 —54 3 3 2 2 2 2 27 314*43 3/8 -55(3/16" w PERIMETER CAULK f 6,0 x 55 —44 2 2 2 2 2 .2 27 3/4x50 Sf8' —55(3/16 , 1�1 SPACE'MAX: 72 x 12 —$0 2 `1' 33 i�4xl5fS III -80 332332NDO4V -80 442442332332 33 3(4x37 5/@ 332332, 3J3f4 x 43vj8' // / / / 24"o.G MAIL/ I 72 x 55 —40. 3 3' 2 3° 3 .2 33=3/4x50 5f, —c 50(3/16" C� 3 f c gyro s is ! F 1) $MMk AS.REOURIED AD IAC 4T II EACH*pSIXLA11ON ANCHOR,M LOAD Stt1►A 1AAX o { AL01h1A&E s4# sTACSc t(I Be:1/4 E X 1�ER 1 x) MMWOYY FRAME MAT RI "AUA8NOM AI.L0Y 6Q€3 3) CAULIt BEHIND 40N00Y1►LAtiGE,AT HEAD ANC}.4KAses.lU.MAST DE NDOW BUCkC, ATTAC$4E`TO THE 5W Me11t.WL} M'118 A V+E(AUL.I.OR APPROVED EQUAL I a HEIGHT HEIGEIT 4) CAULK PEI METER ;£AL At Ct CXTF380R Of WIti00W t1NG( 5) OE SIGNAl1 ES S?40WN ARE BASED OMJUJati CAPACITY;ONL'F QE!00,PRESSURES YYu1NDOW, mr 5.T .Maur;BE*TI)1MIt4Eo P€R.ASNM ET3OO C&As C14MT AND n FLANGE TYPE WTDII3 SM It ER V U UE IR1bT BEUD FGR Off. MNDOW FRAME' WATER RE515Tna ACE'TEST NT OF 15s.OF-BE"t LOAD APPLJEs.PC$1I'E SILL DE50*4 COhUS'Mu LIANTETI 1040.0 PSF DUE TO WATER TEST PRESSURE-`OF 6.0 105F L E T[ At5NEVtD?'IN TESL. L. 7) .INSTAU.MIp7J t> WK40DW $1 10E PINE.RR( WpEx F1;AME USING is SC Ws VIEWED -FROM X`C` td � T LENGTH.1O't 0 DE MN1uR11:1:EMSEDU T T1tt:SUBSTRATE AS 5HOW9 AB017E. 1N 1AtES T so s THAN 1�!RRIMET113 ZiilCfLfC p} 4NST Kki#AtL4T t1TN3iE FRAME:44NG05 IN CONC(tEIE'OR MA§Ofiit1"-OPEltF4D 3/19"O [ TApO ANC HORS OF°Sk1€ftt` NT LENOn4 TO PRONt AD 4tiI t4: 4/4' t tXXTO BY OTHER A1E SST tOCAT10N5 511C �t-e�:C7tAR1',BUT THAN 24 O:C. P EXACT Y! is spy LISTED IN ANGF40R'CHANT,1155 ANCHOR QUANTITY LISTED 1N H NEXT LARGER SIZE. 4 * Cony of Texas,LP° 1001 M Gosby R&4 CcGHBIo,IX 75O06.•PA.Box 819022+Delos,IX 75381 PRE CAST SR. ASSEMBLY DRAWING BY OTHERS CAULK BETWEEN WINDOW FLANGE` SERIES 1480/1550/1590 HORIZONTAL SLICER WINDOW & PRE CAST SILL WITH VUU<EM CHKO SCALE 116 ADHESIVE CAULK l r T h,I APPROVED EQUAL aP N/A )CJ i [u1V SHEET NO. REV IM_re ORWG NAVE: - - ---_ ---_-_ - _ _ _ --- _—L-- WI 03/3.1/05 12/08/03__B �NS4ALLATION 1480 SVRLot16Io C€ MFAI ATIVE ANALYSIS & TAPGON ANCHOR CHART €£ WINDOW ©ESIGN-PR S 1{G.GF 8 SCREW _ 0 (OF f A JL BIIx L BETWEEN S£ I(NCH ES)_S. CAPACITY ht P f i ];t l FRAME REQD. IN FRAME FIN TYPE & :X7ERICR iNTERl- 'H ,o SILL EA..ice WINDOW.-FRAME >_. SHEATHING a x.28 xX---_----I6x12 1/4 tea' (SSB)` fit# 18'ix'36 109 109 2 2 2 2 2, -3 Will 1/4 —60; (`3SBj t8 x 48 83 83 2 2 -3 2 2 3- i6'�al, $0 SSB IFATHING CAULK' 8,)= FIN aY flit1Elz. 18 x.611 63 '6 2 2 3 16t 1¢4 @F#}I T 18'x 72 80 5O 2 2 3 2 3" 16ar 341)4 z INSTAI.ATION 4 28 . EMBEDMENT 34 k s6 s6 as _ fl1/4 83 -ao (SSB a)> ANCHOR S!IEmTtilfdG: 24x48 73 73 2 2 g, 2' a x 2 '1 4 70 SSB 24 x s 22 t 2�}/4 —so_sSb OTHia 2*x 5 z 2 3' € 22 x 29,1 24 x 72 48 48 2 2: 3 2 2 4 ° x 341/4 -60 (SSB) PEi ibIFIEI INSTALATIO 3? x 2 -- _ - 36 x 121j4 -sEt (Ss.B CAUCK B.Y oTHEI? WINDOW:WIDHT AN TALA' 32 x 36 $7 s7 2 2 2 2' 2 i.li tJ4 32 x 48 52 52 ? 2 3 2 2 3: 3D t 72'1/4 _50, RSB 32 x S2 _ - 30t241/4 6a a EXTERIOR PERIMETER'CAULK 32x60 60 46 £6 2 2 3 2 2 4 30*781/4 1/4 65= (OSB) • FIN TIDE ' BY OTHER 32 x 72 40 40 2 2 3 2 2, 4 30341/4 -50 (0sa)' Y�INDOW SECTI 36 x 28 - - _ - - • 3Lx i2 r/4 -60 (5sB) 'I'RAME HEAD t 36 x 3s 52 $2 2 2 2 2 2 2 34*151/4 161/4 -so (Ssa) 36 x 48 49 48 2 2 3° 2 2 3 34 x?Z`1/ -50 (SSD WINDOW' 36 x 50 43 43 2 2 3 2 2, 4 34x 24.1/4 -85as8}f 34x2p'ij4 � asa)! WD H. 36 x 72, 40 40 f 2 2 3 2 s �. 34 x3�T 4 -sa (DS ) 44 x 28 -_ - - - -- - - 42-x:t2 IJ► -60 (Sa) 44 x 36 41 45 3 3 2 2 2 2 -42 141/4 -60 (SSB) WINDOW (> O C3 4 C} 44 x 48 40 40 3 2 3 3 3 3 42 x 2'1/4 -4G 1556 i 0 I IEIG'- F4 x S2 -- -- - .- - - - - 42*24.1/4 2 1/4 -B5 {DSB) EXTERIOR 44 x 50 40 40 3 3 3 3 3 .4<. 42 x'261/4 -65- (DSB) N FIN TYPE WI 44 x 72 40._ 40 3 3 3 3 3 5 _. 42u 311/4 -$i0 (OSB) NDOW 48 x 28 -- __ -- - - 46 f Ij4 -80 (DS8)FRAME SILL 48 x 35 40 40 3 3 2 3 3- 2 46*161/4 It f/4 -50 (DSB) 0 48 x 48 40 40 3 3 3 46 x 221/4 -70 (3/16 48 x 52 _- 46x241/4 -7© (3 6" aj 24" O.C. 48 x 60 A0 43 3 3 3 3 3 4 46 x 11fi 1/4 —60 (3/16') MAX.(TYP). #$ x 72 4a403 3 3 3 3 5 46 x 36 iL4 -60 3 16. 53 x 72 40 40 3 3 4 4 4 7 31:341/4 —50 (3/&) R GENERAL NOTES, A 1) SUM IF REOUIRED FOR LEVELING.. WINDOW;: ,EGitJALLY SPACE HOT_ ANCNciRs (TYP:J-- ) W NDOW FRAME MATERIAL ALLOY 6053 PERIMETER e�ul�c- 3 CAULK BEHIND WINDOW FiN AT HEAD .SILL ds JAMBS.. BY OTHER' 4) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE SHIM IF REQ 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS'OF ASTM E13DO.GLASS ctART, SINGLE GLAZING IS SHOM4, INSULATJNC GLASS IS ALSO,Wl1ALUF ED INSTALA11ON 6) INHERE WATER RESISTANCE TEST REWIREkIENT OF 157.OF DE CN LOAD APPt 5, F'OSIT1 DESIGN LOADS 461LL BE LIMITED TO 40.0 PSF DUE TO WATER TEST FI SSURE OF 6.0 PSF ANCHOR AChIEVED IN TEST. CAI ILK BETMIEEN 7) INSTALLATION FN FRAME WINDOW IN WOOD FRAME OPENING' M III TWO BY WOOD STUDS, • WIND0W FIN & uSING.090.`NCH. DIA. NAILS 17R-#8.SCREW OP-S'J F!cIENT LEI4GIN TO PROVIDE,WN t- EMBEDMENT HEATING 8) st SIRA'E- EXACT WINDOW SIZE IS NOT LISTED'IN ANQidi CHART. USE ANOIIX4.EX3AN11TY U51ED. SHEATHING 80R Ii" MA'X,(TYP) EMBEDMENT a car. ,exlxs.LP°. SECTION_ 1 I I 1 1 M.t ..C*rrol5an,IX -P 0ox 81 -I► ,TX 15381 "MAX.(TYP), ASSEMBLY CRAWING • SERIES 1300j1900/1970 SI,*4GLE-1..\G WIN XW' ELEVATIQ SRN. :IfKtJ I SALE VIEWED FROMEXTERIOR AR IP N/A E SHEET NO. A:L ITUPE t DATE OIE NUMBER { 12/11/03 B INSTALATb0N 1100 W2 SVRLot16BIo COMPARATiVE ANALYSIS & TAPCON ANCHOR CHART A' M 1 'JU tOD l 'MROO GN PRESSURE ��' M "O. 4-I A NAJL aP CAULK BE(' 1' I� dl�CHE I`vPACI Y.IN PSF '1)III FRA1(E REQb.N!.E 11 uP..eAn_ a — selIE1 � 3 x?t f4' i{4 S5B)_ _ x4.!/{ -7o ssB)i' tL 2 3 ,x 2#1/44' (ss ) .2 2 3x34 I/4 ^44 (SS8)112.I/4 -8©" (S5 )s3 x is t/4 -so "(ss1�—s0 ( S'B)48- So (ssB)32 28; fl (sse)1M1Nb(1V9 W►t HT INSTALATON 32 x -13O (ss }.fiN( 4(3Ft s 48 5 52 2 2 3G 1I/4 —60S$8) _____ 32 x _ - - - 3C 124 Z/4 -65 DSB)EXTERIOR PERIMETER CAULK; 32 x 60 46, 46- 2 2 2 2 4 30= 1/4 --65 cDSBFIN TIPE BYOTER '2 x 72'____ 40. 40 2 2 2 2. .__ J/3G=3l4 WIND ' 36�x 28` - -- 34 x 12 + —60 (ss ): FRAME HEADS WINDOW--- - - -- k 36 62 '"52 2 2 2 2 2 2 34116 E/4 -60 (SSB)) WDH36x48 43 49 2 2 3 2 2 3 34z 2i 1/4 -50 (SSB) .16-x 2 _ __ 34i241/4 -65 (OSB)r 36"x 50 43' 43 2 2` 3 2 2 4 34128"1/4 -65 (BSB) O 36 z"72 40 40 2 3 Z 4 3�=3i 1/4 -'50" (oSB) 44 x 28 =-- _ _ - _ - - !211'2 I/{ -60 (SSB) o 44 x 36� 41 41 3 3 2 2 2 2 421161/4 --60 (Ss8)- $..Ii • %NDOW 44 x 48 4(l` 40' 3 2 3 3 3 3 42 i 221/4 -50 558} ?O-� HEIGFIT 44-ix 52 -- - - - - - - 421241/4 -65 (DSB): N EXTERIOR 44x60' 40: 40 3 3 3 3 4 42:28,i/4 -65 (QSBy F-Li = FIN TYPE 44 x 72 40 40 3 3 3 3 3 5 42 x 34114 -50 (flSB) 46 R 28 __ __ - - - 46 x12 1/4 -s0 (O B FRAME SgLL cc. x 36; 40: 40; 3 3:• 2 3 2 461161/4 -50 (0m) MAX.( '). • 48'x-A8 40 40 3 3' 3 ,3 3 3 168 x 52 46122 I/4 •-70 (3/16' _ 48 x.52 - -- - - -' - 46 x 241/4 -70 (3/16' 6040 4{I. 3' 3: 3 3 3 4 461`2$1/4 -60 (3/16) 46.-x 72 4)-_ 40- - 3 3 3 313 5 46 x 341/4 -613 16 r3 z WINDOW 53x72.72 40 40: 3 3 4 4 4 7 51x34 1/4 -50(3/'36"` 6 HGT GENERAL NOTES EQUALLY SPACEs 1) �FqM IF REDO FOR LEVELING. a ANCHORS (TYP.) 2 WINDOW FRAME MATERIAL ALLOY 6063 RERIME IER CAULK 31, CA11tK'BEHND WINDOW FIN AT HEAD .SILL;3c JAMBS. F3'!•: OTHER- SNIM IF WD: 4) CAULK " F1 #IME7ER'SEAT. AROONO"EXTERIOR-"OF WINDOW FLANGE., 5) GLASS TFII0KNESS MAY,VARY QC 1"THE" RE4kJIR1 MENTS OF AfiTM E13OO GLASS CHART. SINGLE GLAZING 1S SNOW4 INSULATING GLASS IS.ALSO QUALIFIED INSTAL ATION 6) YIlIET;E:WA tF3t RESISTANCE TEST't3EC441IREMENT 1SX"OF C}ESIGI4 LOAD APPLIES. P051j11+E DESIGN.LOADS"WILL LIMI1ffI T4)400 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ANCHOR CAULK BETWEEN ACHIE DIN TEST 7) INSTALLA11UN; FIN FRAME WN04W IN WOOD FRAME OPENING WHIT'TWO BY WOOD'S1UOS WINDOW FIN & USi NG.990 INCH_:DiA NAILS SCREW OF;SUFFICIENT"L HGT}1 TO PRO>A0E W!N 'EMBEDMENT 5HEATING; INTO SUBSTRAI 6 EXACT WINDOW SSE IS NOT LISTED IN ANCHOR CHART. USE AIdGHOR QUANTITY LISTED WITH NEXT 1N R.'SIXE. ` TYP} BY OTHER ° ° MAX.o YLA ,10&_Et4-22 HE/ 1" MIN. �. YOOSEF LA VY P.E. EMBEDMENT "MAC.(TYP) Gt (511LTING ENGINEER ws SECTIO N FOREST LANE. sw1E 108 11O1"W. 11u..Corrolhn.TX 75006•P.O.;Bo*819022•D ia1.TX 7381: 1 DALLAS. TEXAS 75243 E L.E Vfi TI_O N T! (214)340=0449 F: ASS Mil O A>uIN I VIEWED FROM EXTERIOR, SERIES 1100/1900/1670 FE & HE SINGLE IUNC WNNCOW I ORN. CHKD SCALE :- - -__________________ AR I IP N/A SHEET NO. ALiflY TEUPER DATE DIE NUMBED= I 5,/25/©4 PISTALATI04 1100 W3 Page is too large to OCR. SVRLot 16 Blo k3 ROD I tOMPARA1IVE ANALYYSIS & TAPCON ANCHOR I OG 4 f HA T (SEE NOTES 1E.BY W{OD ASTM_ E13t}D BY OT#ER$, BUCI( BUSK WIDTH MINI CALL NDOW i GN PRISE£TA PC{IN ANC9OR EUGAfiI€J 130 PH PAY ONE BY 16D .___\a -INSTALLATION ANCHOR FLANGE TYPE 51 S1 a fNCI 1€5. CAE'Ag1Y IN — f)CA71lows ENI3E fl a1#( c aY. DFt CAULK IBETWEEN 3A W FRAM SHIM AS REQ'O. T - W 81151E :: (Sit NOT ): ?3 19 1/8 .x.26 _ AC F+ 1T_. 161J�xtGY CAULK BETWEEN (y' FLANCE"di WOOD BUCK MASONRY OPENING E3 19 1/8,x 393/8 i3r3; A.C I t6 sf635 —8i- BYOTHERS � t 4% 1A X sab a '. �n �. CssR 14+ to I/e Ii 5*5/8 1 c x tst5 19 t/a x ss�,�a ' rt44° A,G° F,G tf t —70 ( ) 15 1$ 11'8 x 63 -132 kC DE,Fo-U -55; SO 4 ,A ,H. 1/8 x 72 —its C. D,E.F. � t� ::1 11tNS7K)Ni9: 1 x.a+ _ttu ► A Fc#tJ s6z!a x�•3/+ 058) ENBED�IEN7' ANCHOR- Wit; 26A x-xs =138 F 1ta 1j;# '3 (So). d INS za 1/2 38 /5. -ice Ac E .I zt r)r>s -so (use) 26 1/2 x 5¢. e -101 A,C FgHt 3s , , so PERIMETER CAULK 1H4•44 2s 1/2 54 5/5 tots �c F, t` r :2s 0 ) CAULK,BET BY (73HRS WQW--8U0K Ie ikkt5 26 v 3 s/8. •-i AC F bt- 131 P5l f -70 55B} WINDOW WIDTH INS: x.112 x53 -51' A C F c ya 731)2 ss (558) PERIMETER MASONRY OPENING INS 2+3.1/2 x T1 7S AC' 1 f Ht 3Ttf2x3i:3J4 55; CAULKBY Omens lH7 __S1 .! 83 Kc: F51 1 11x 3/4 say ) BY' r p .rp EXTERIOR 30x2 30 1/2 x-26 —113 -C; 16113 271{2x14 -6f1 {S58) TYPE - CAULK BETWEEN 30x3 30 1/2= x 3/8 -85 A.C F la �1�,t.1s s5 (558) �'y�� 36 4 30 t/2; :SO 518 -7e A.C,,: r.rlm.` �1/2�z{Vu -so } 1 AME WINBQW..tirosGE 3Os4+4. 3D f _ ;x St 5/9 _ FG.H 27 t/Z�Y' 6 rte' ) OOb Bunt 39x4+5 301/2 x 55 5/8 -16 Ae F c. r V ITS_ ,& fssa 30.1/2x43 -74 A.C FG,n.) � .x211 50 (ase). 30x6 30 1/2x72 -71 A. FG,Ha 271Ax`3S=314 —30: (Ose) SECTION 2 3E1x7 361 2 x µ5a _ _C FAC 1 271/ 3/4. ..49 ( 1 22 37 X 6 -69 a.C FctLa , 0 3/i -so° (SSR) i 23 37 x 33 3/8 -a7 A FC.H.I 34x16 -55 (355) WINDOW i 24 37 X 50,5/8— 57 C FG.HJ 3tz73 —50 558) WDH. 24+ 37 3545/8 9 - e F. I)S1 3s x 25;1 6 —49 sae} j 34+5 37x55 5/0 —55 Afi- FGH1 342 251/6 —40 ) f N EXTERIOR BUCK 25 37.x s3 —53 A.C F.0.H3 34r29/4 --) (OSB) HEIGHT r-A C 27 37284 —52 A.L.: F33 31x39,3/4' -,44. ( )`!t Q rc 4226 42 X.20 -49 A L FC t7 r 39 x iO3/x- -80 ( S@) rLANGF TYPE t3 IILr4238 12238 313 -40 AC c.443 r6u/1l -55 (s5} WINDOW FRAME 4250 42 X 50 5/8 -40 kc, F.C.H.I 3112.11/16 -50 5 SILL 424#4 472545/8 -40 A.C: F,t�,H,i! 39 x 251/18 -49 (ate) 424+5 42 x 55 5/8 -40 A.C F G}1 t 39 x 1515 -4935B ! m 4263 42 2 63. -40 A.C F. :1" x39 tf4 -fig 008 'I s 4272 43'2'72 -40 AC P.0,4.1 .31.3336 —5 (058) _ ,j K '� 4284 42 x'84 _-40 A.0= Fs.HJ 31z317lF —ag: (vs6). BY PERIMETER THE6t a 48 X 3423/e AC F 1 40,103/4 11 X116 «.so_ j 48 X 53 5/5 40 A,c x-m -so: (3/1s) Is4+4 4s x 54 5/8 40 A e F c rra: 45.75/16 -50. .(3/15) 444+5 482555/8 —49' A.C PC.H,I 45,755/4 —50 (3/16`) 4853 41,x 63 =40 A C F G Ha 4)x291/4 -45; (3/15'} •r-4 O WINDOW 4172 46%x n —4ia A.C F.c.Ha_ 4 z 3133+} —4s W.!1 HOT. 32 33.1/$x25 -40 AC FGa3a 56N6sta1 —ss Ggse) 33 53 1/8 z 315/1- -40 AC FG,1W 61/0.IS1511E —50- (OSa) ' 34+4 53 1/9 x 54.5/8 0 A1,G I GBH 5@1/0,25111 —511' 115' 2 �+- 34+5 53 1ja'X 55 5/8 A' -49 .C 1 i3.Hd 311/0.258/16 -55 (3/18' PRE CAST SILL 1 x c Nd s6 x 3/?$) BYO S CAULK BETWEEN 01400 -FLANGE 16 ADHESIVE CAULK t7 PRE CASTSC LKWI OR H VULKE d �t 9)ThE AIOov> ARE POSIJVE AND I4ECAflVE ST i}:cru7A...DESGN;:34183 FROM3At1YE ANAtl See'(AVE NOT I AP.RQVED.EQI3AL - eY RSUt1s cF tYATEk PEkFOR14A44CE 15 tUaG .WHtAE.111E wA1p1:_1171NGE YEsr 1SFtlLNt1 OF.15x OF C. _I 1 �{ ;AE5K 11fYAUSOH PC 5 P09:1iv ©ESK 1:'4tf1�OS 14kt'BE.WsTED TD%Oi}.-P DkiE 70°Yfl�l ?EMT PRE5SE)Rt 0F 6TY P— A ON 1$5T. 14 I` 2) ANCHOR S> F TO PR0190E M341CRETE OR A 1`x1 E q l U 316'.S1 j=MVAA SHC8N GENERAL NOTES: lw 3 1) SHIµ.AS REQ'0, AT EACH INSTALLATION ANCHOR WITH LOAD.BEARING SHIM MAX. LANCER SIZE FOR THE APPttOP A1E DESIGN s>1xEsst>sE is 4 D. ALLOWABLE SHIM STACK TO BE 1/#' 2 WINDOW FRAME MATERIAL.ALUMINUM ALLOY 6063 L # E T� I L L V 3 : CAULK BEHIND WINDOW FLANGE AT HEAL} AND AMB L MUST BE IV : A`iTTACI FDi TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL VIEWEt� FROM! EXTERIOR « ti. 4) APPL{CATION OF VULKIM 11& ADHESIVE CAULK "AT E`RAME SILL MUST COMPLY WITH SEALANT 1 r.c xa,c.*..,t1 75Up6.P5 Bax8I 22.0 13 TS3a41 MANUF'ACTEREWS RECOMMENDA-40N 1 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE ASSEMBLY DRAVAINC+ 6) GLASS THICKNESS MAY VARY PER THE REQUIREIu ENTS OF ASTM E13CO GLASS CHART sEG s 11sa/lssotl57D SINCE HUNG MNcax SINGLE GLASS.IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED: ,I ' AR ►P N/A SHEET NO. 12/O8/O3 - INSTALA1ION 14501 W5 SVRLot 16 Blo k3 SHIM IF WW' OMPARATI ANALYSIS c TAPCON LOcA ION (TART. ONE Y WOODAcsfM ET 300' oTH- a CALL- WINDOW cl. WT N ----- t . ',r�ua, DESIGN PRESSURE TAN04 00.0 LOCATION 133 MPI4 P Y__ ONE-BY INSTALLATICN.ANSIii} `EU ENT L ATIO( i t BU BY:T3TF Ti ' 5i SIZE iN-HEs C ?t ITY, DP WAD 14 '5f' - -� WINDOW FRAME liN, IF REQ',U. SI7E 1 ICE ; .. -209 A c c a. .. r ..3 CAULK @Exwa WINDOW W st► ) FLANGE &"WOOD M . N t,r :x 50 5 -l64 Ac'. G₹41- MI F16 Its -ao 34 4 aYa: n / Ac' � s 3d' N �2s -aa � ©mss � � 14+4 UI F S =150 �kS. Hh r 70_ 14+5 19 315 x 55 s tic ca t, #1/8 t 259/34 zoo 15 to F x83 -132 ire .. 1 , 19F eta s a 29 1 � � 1 1ENBEDMENT 1/4 ANCHOR � - 35 904 AC ° 4 (tom) INSTALLATION (Ssg)° N. xs. 261/2 x 38 3/25 =4q9 A.C 4•o,Ha 1/! DM - ( ) PER1t. ER.CAULK 26 1/2 50 5/9 a1 A.C G.H;I= 2i x,231/16 -80 .sS 1H4 244444° 26s-; .x54 lob- SHIM IF REQI_ B� "Jr CAUL3{ BETWEEN' AC EG A 233A4 9j16 x0` FHt 5, 26 t. -x55 -1 u; C F N t' 31 _7p � WOOD SUCK ac" /2 {a /4 (5593 WIWW`WIDTH 1N5 8FJ2 x113 -31 AC X8412 23t/277i1i ONRY` INQ (s 3. BY oTHs 19#84 1/2 x 72 = is 2a g - Casey PERIMETER CAULK y�r {� p Nk47 2i}F. : x a}4 gg A e F 1H41 t 23 s f+�70 _ BYTHER � p / tic " F.c rir 2t t/2,113/4 -att." G.�"1��1'l'C�fl��- _-317$ 30 1`,2 x 244. -133 C�c{� CAULK BEIINEEII= 3O,.3 30 1/2 s /8 -d6 AC 144:19.1 27 4/97 6 -55` (538) FLANGE P E JL V 4 301/2 x 505/8 -7a A G: 8.41.1.: 27 t/2 231 —50. WINDOW WINDOW FLANGE ao 4 301/2 x54's rr F - I8` - Ac .oa4. 271/9}i2St� -•9; � WOOD BUCK" 301c4+5 301/2 .55 5/5 -76 A.C r.c.Hj 77 3/9,39/46 _4q (ssa) 30 1/2x63 -76 A.C FGHJ Irrt/9•29'/' -1,0 (0581 - 3s 1/2•72 -71 A.C 1.0.13.1 w 732 _ Case} .10 1"x 84�--- --.59 A.C-... 1.0.14,3- 271/9.393/9 -411•.- SB)::.' 1A+IND0 1 22 37X26 =80 A.C F.c,HJ t?u3/4- —80 WDH 23 37 Xao/& -67 744 FGHI 34•t10tSJ15 -55- (§ q) 24 37 x-av sfa 7= A. 6.13. .23 F/1e — o ) a CID 249 4 - 37 x.54 5/ Ac F 34.x 25 I/IS -49 ) Cp �y 24+5 37 0 55:5/8 55 A.C F.G.I4.1 31.:-251/6- -.49 (fig) rVV r ERI O BUCK I 25 37X63 63 -53 A.C 1.6.13.2 74.793/4 I --5 ' (t}SR) H€ao 37 x Il2- AG 1,0.14.3 345333/4 _54 (R 3) 27 37 0 84 -52- A.C, f,.G,H I M x 35/4 r49. (PSB N 4226 42x 25 49 A.C Fc l rao.to3/+: -80 (5.60) FLANGE T� E 4239 42 0 33,318 — A.C FGR:I 3 •1615/6 -55. (558) t�lANGE 1 Rr,ME 4250 42x50.5/8 40: AC F6.#41 .239/3 —50 1559) atl1= 444-4 420545/8 -40' A.¢ F 13 tt 1 34.259/3 - <(S56 I 424+5 42 X 5s.5/3 -40 A C F C 1;a t 2s sz(a —44 (ssa) 4243 42 0 63- --40 A.C 1.6.13.1 .29 1/4 -50 4,272 42 34 72 -#0 A,C 1.6.14.1 39.333/4. - ((su)- E o 4284 42 X'<64 -40 A.C 1:.6.11,# J9 7 192/4 -49. (058) ! Ct a PFRIMF'TR CAULK 2 X26 48 0 26 —49 AC Fc N3 i5.303/4 55 BY flit 1ER 41438 481383/5 -40 A.C .C,1I.1 45 i'6 JJJ 48531 4s x 5a 5/8 -44 AC €.G4t l 45,23 —50 (3/16) .....4 lNIt4OW 484+4 46 X 54.:5/8 X40 ABC F c 4+.1 45 t 93 45. 1/S —50 .(3('16'} T.- 484+3 48 3 55 5/8 —40 AC F CdHI 45:25 Sf 6 —50 (3/16"} O 4$63 441'x 63 40 A.C: F,G.N.t B 729 3/4 —45 3/1fi') 5 F G 72 A.C FS4,Md; 45353 —45 3 15 32 53 4 4 x ze : AC 1.0.14.1 56 yax5.apa ass: (5.38) .33 53 1/a.•38 5/8 -4v: A.C F 8.141 501/4,4615/34 —50 (asap { 344'4 I/8 230 x 8 4tr ,C i 6.441 1/x%.$31 5 -50 (3/is x2f�t/16 —50 (3�7,'t -mss 53 a x w 5/8 A.C F 4.I• sa x n o/r, —soy PRE E AST Stl 35 531/8 553 A,C 1.6,54) /4x31/4 _45F- (3/19~) 51' 1 7 --?40, A.C- F.0.H l' 3D`F 'x33.S�{ 45.. 3/16' BY OTHERS CAULK BEM EN WINDOW FLAN( & PRE OAST"SILL WITH N.ILKEM 116,ADHESIVE;CAULK(}R E.C TIft N.�f�7 APPROVES} EQUAL H 1 GENERAL NOTES: 1) SHIM IF REQ'D. FOR LEVELII4G. 1 2) WINDOW FRAME MATERIAL ALLOY 6363E L V TI 3)` CAULK MIND WINDOW RANGE Al HEAD AND JAMBS ON 4) CAULK FOR PERIMETER'SEAL AROUND EXTERIOR OF WINDOW FLANGE �iic' ED FROM EXTERIOR. 5) DESIGN PRESSURES SHOWN ARE BASED ON MULLION CAPACITY ONLY PRESSURES FOR GLASS THK7(NESS MUST BE DETERMINED PER ASTAi—t,3(ID GLASS CHART AND THE SMALLER VALUE MUST BE,USED FOR DESIGN: 6) WHERE WATER RESISTANCE TEST REQUIREMENT,OF 15Z OF DESIGN LOAD APPLIES DESIGN LOA) WA:t BE C°'"'"° tx UNITED TO 40.00 PSI'.DUE TO WATER TEST PRESSURE OF 40.0T?SF ACHIEVED øl TEST. 317933.Crtw64$t• 471 75(46•PA.1..8t9A72•Dew.T1 7538! 6) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USING 3/16' TAPc0N ANCHOR OF ASSEMBLY DRAWING SUFFICIENT LENGTH TO PROVIDES MINIMUM 1 1/ EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART s 1450/1550/1570 Fc&.1: SI'4 HUNG 4343.00+ i 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART,USE ANCHOR QUANTITY LISTED MATH NEXT LARGER S'ZE. I c'' SHEET NO. AR 1P N/A NJ-4Y T.LYPfF DATE ENE NUMBER 05/25/04 E INSTA1AATION 1450' 5 SVR Lot 16 Block 3 GENERAL cs r INSTRUCTIONS r rvs ] �� •iiooF6Ec#�'�-.ruarar�rorr,wrkatr ,spa vateMamb r +ea xdaaOct'�artarairamro- 7■ ta6x r iS3 rNr) 6sm 50r.� paH dltt�di q. was# Ctt t8�et�C[c�adodtluMnadtr s rey tirm t era ty aAd sw a Wit£ m. Kai tae pd e th We c *(dam$ Omad $fFtias f .an ts. 'EiYatt k'ktlarNta4'lltr'Ld[aal Q! at t11 E04 tst mSEEE tr a m a tkCrrs"*% orwra- oars sglrrMGfmddaats safatgrufeam�fNdrlta �tartr rptfP attareemt #ere rtmskss mdN SENTINEL Nt id•aeNP aT#dasAryas � , *wuxueatTt r baAas,talOd�ytP tam arxsT GAF SHINGLES wtaf nets rrom me xner or vee Wp sr sane •CJ AN COiu WEAi7a art APWtJGA1 Wr1a:GSA Af dTat CORPORATIOTI sxarrp a eTar tad team U is aho byr rt trptf• a • 41MAed t a#�310 be s ad ardf a ctoi oiwofor sts ltartre* fo3ow4sx to sd Soe We'd ftn rtaotM Poi nrsrinar snPl 4G aMs'S is at- tote 4sanar>,d lieu toot to tool0d PIaC Oftxw4 rritlIfss. •MANSARD AND SIAOP S.OPL APPUCA7aiNS, Fit oaf St0o o eOfu!h>n •FAS�f N$•i�tlofrS5 at#Ms psup"is UsaO y7lmc WOtotu ti`₹i Pettoot si asNPOPavOf aaranard 104tyag4 esi*otbsalamnO, *a0s 8 dyttbalsa�p:Aait dra b aPglyB dove a0a t #Trtti final oad ras a- rd tr a o. NDb.natt at kart are"- sve 4n sfmfaadidaxar be�wd- bYF tl slnw2.TRc s4 nsPa - ainto$ a w41fi e! P: ter sirnCaras rtst d be wtlA Ya ` M baeedee f>ratdtnaC aAM Rstd fWfaaasexsantrraroxtmluasa +7ikt yy ,✓O (/�_yA,� #x INSTRUCTIONS care be!Ofe see. oCwrs iwA be lend scabd flat WIND wemit aKssOw2Of Of sit ndwd and Pto u it*0 Al PLIC ■�> >t S k i <,iroMh-YMF3a9cYs - i[its tact of .yam D SEALINC7<i'rmst aA9rtp rows SPtr1al stdipt Hn2 drrrN4 tL M)Gtli i tynatsiste afla eJgsatkdliaatas ld!wwte •NON.c04%qOO NGM0TALDfiPEOGRptata Lot moo edpestot hsNledsu at st'sy rod iealr daerOPbrTrsp dsHapkser! pax betue s O!ate coyoed to a hole - L •AL1i'itAL t9.AaT t:3tAralrls nee as atriACt fan bra larfr mrfoarr a t�TSf otOIN dNl Else 0*ltts ns}'rr sat.tatArir to soot under dasa D45H13o t of It. Four Nail Pattern English Size Shingle:I?X 36) 914mm) a-, ztE€d€d Undartaym.o*Standard 1'1(3331aMrlrl)or albtY Undariayntar#:Low Slope 2112.4112 SE7tf 9llllf iZ- 12tY . pp � �nCawa kd walaro rain aaednditmui MadsaaiwenitsralOF cavtro arrtwo S"` t t [ _ Use daft to lhld*Ma eAwrou rn OVA aaftiC xtAwttd lit et'4 dsstgwat.Ott ootytsaeph to fN4i k ptoIN at tss. dad n u tone fl�tinQ oudn as 001 warn"Wa�Or ffi $ianttr3saa'+LeO0*1ltr dr laca�es ai ut b Oa rataY no tmrsr.d w, r w d o 1A)*0 atarddi'(6SDrrert} dunMule vrad floe, roct ce cuts o<�darraa are net e>tlodnd,iOsut 2 paes�twt�lddrr' ' re ^f rguaXaanf „ - trnItlft a tst .saraw as . i ___ ____ wl01010O! tet9ab10*to 9tltoadr�W�Yire. Fos FaAmt fi W b.�tr&nt it I Require A Six Nail Fastening Pattern? �. - ss ttaasyrworta j Use me fdtr£'' ttG3t3.§above wtith me*0lbowthg mcd0ca0on I »su. - xts+awam«�.w .raazweawar'ta<a+nr�3 "�, QJ Replace the it ner two fastening toV0443#wI with tors'fastening placeinearts. t., 4I1)000 Place two fastetiem 9`(229mm)from e4lher en i 44-1°(25mm),art!pace I r . .., z,, ,,_ two additional f eners t4"dim)from 0i ter d+1-fr(25mm). ; esan wrs� .ape+"a".'° w O o er�'I—x'11 sn U J J a 2 $fatter Cudsse f fret Course Second and Su sent Courses and 1Hr a YVafi Ptas₹tlNg(SroPad Roof 00*04004 YY ) Q Z AP(ay as snOwn, 3 g'.aet sad teailluu@ win twit bt SW alt t 000e a mu ifs a Sl u as nm a hS Ia0 dN Ito fiAf1AG bi a 7 tn4 at C[e nip 3 r Eta wOd di Pmtn tha3a twi mr�9 n anlssiias and awirr tit Wt?tt4t, pum t*1 ri 2001$.t0a m d�tl s1Of1L trtn gy, assess a srdan m+Y ham wr feP wild dnerrwn. Vi = 9fxckatakwt�w l odtram4"trtorle°6twAtimdokN.00Wt4%5ir4fts1t (IdtaOElse#ter r81Fes Una?-1Ri ltlEncOsust91F•021tta. cysttslO2-'ItZf�a. sYaaiPraffc eastoYsilt notottu--r- •"►—fin L J nn'wwre ewmu„ crtradu're Can 00000101110001001 0401 nrwd on₹fir mot rod may 0*00001001140000, 1000105 00 100010 rot fOryimotto tie me 04o.N sewer O :tau a fi sEwV*and t ' rune panem anwe Ito J _ mom Srie� be laid imm a erbgn»r a t a s ¢ sea Idswriantfw�dode. soda * 3 x ass sdpa sriugitS twaei a"firaltam} Aypy acn isnm± a'tf2rnrrnt lAra. Z 3 �..� ,• _ s lYmmtldrakb. �' Taearar /{ grdnddb^eeean �' tswweA4rw4rMaatd.�..____ •.�- .er�.»aysues*oyss -T,.FS"' -----Ne8fi318`t149r"so1) E (� M awn waw.aaa»ar t>tiadr+ `& a"°r' awwasurtaar�:f r' yaarm>c. "`e"7�" �bO�ee .rntbaaaral 3 • o maa+ara L .aaea.s. +`traxrit fJ o ne-y 7f l�ba4feE Orer � CO 3 01*1010l aaia.a r+r '``.s'{t27Flvee}% x pta�so�Sbxria.w» g_ tazuxrre�aedw r �',,�r" rep` .✓''I�a RaaN'pt Cmeaerd O g o�waarar rs`\ \ rN� '+r--.Atd Eke ` ChimneyashMg 8 Valley Constnn:tlon-Closed or Woven Valley 9 w il"Coaattt�tfon-O 0 Valley Coastru cttan-Ctcaed Cut PreCartitorlary Nokia ata'aa sn sue, aSOIWI 'ItutuSeofROsrnOt ff01 Or aww moll N arse rani waea.,,numa,+aas`i+ +n�..wrarnwttd t Ito logO , mw.w.m a.at.u" xibS 1.010+kmf*4 ese et .soliwe #[dberr- ss tcseParatcd a"nww 7,1bm7b -S11 oats CS 014'nc 1'0010 Ou0r w tie :v rq₹ b.a�»,-ems 1 oa+.e.,rsar* ,rw.msa w" r dine ssvri#1f:r. t ,a® mr-*.ear e •¢s+ 3,Ai Pt m""sn hadi Arype, A.Oboe Or a to old. ottO 1 T t8elliatdture how f43134 stare 015100ld O JJJJJj1 _ ou a _ a wovmenv no prruece item 0100011011*011.DO mot pros radsasrs�_ r ✓•.+rwnP ,r. Carw era" ""`..«z 6 '""::. . 4!tir50s 014.M00, tW PRbLt' ED 0131.0 pOt Ode or s0 aas lW a arDeOe ^' ` . ••e•'• -.. '"` .•--^ ., „ ~^ 4_ - spas5Wot sad ran na taitOra scoot_acs snsr MUST 00100400408. see rg I— s t 0MAa11 Nepse lede to mated adwra oMatr, - - > 0 d ,�, ° • a "`-+. �`"�^„ a�A aro b reuAs Or plant.ru5 cams al ,t Ided or died Ga CBEaa x Ann nu ��` atbioglol oog*000o1101 r*oc 0004 na mtvsrseaesertamt tae tout dt)1*c5kroeatrtntper esrr rawafou4ot00 row b"r,0 r SHEET NO. #"i3im¢ 4100011.400304' 4003 aspread=0000*r00p4snamt Ot we#twrabdk of to orrfpmt 0500 da0sNr as4'{lee4nlaR b'ar r t-0aowea¢eraoex!O un"Cli ns0 Sn' tai be aa'+Wled Oaxr wsbd�ss*4*o Gave boshtoon Plants 10000003 040 '4Yr"sst0 J.A sartaat&maeharrtutebtvetelamotts ps d jury&fit rtim7reLrfltterA to rOft0 A ratrt9 Th110006.*410000110110000511$400100Y*&Ww "A cepf elera[a&11₹F*0*W(IY+ ma • Y!"100002a:seatsh s he La aam gateHraaK.rae tot Y. rrwiaam..Mtraah4aprhaet a004. aat00 armor spe. • i 17tr2003 4 SVR Lot 16 Block 3 GENERAL INSTRUCTIONS 1iMBERUNE1T1trd •Raelc cs rataea�aTewwa de loom dm rsaaaw R sod n od d5ts<t nleNdt lE rr�tdttaae rot 1e�31i�@aa. iftE{la )fWb CJI{1ito the tiiliHBsr(2 ioalwero rdswrdt tfilinn)aprroonb boo 47E1.�Jt sICNTII[fYLEIi ell 9nMreit sere ;pNweoc - 8d WW .to tDe Y 'amt � }h bile=ear sloe aq 1 t inn)up ttaXlF fxetwn d da t eatGasAr eta awe aksdaatoe f 1t1* b. str mtat amosd am5waQ axPx. y.� 6c 0atfMtaS6at 11011500 atrasadet5ddedcw o aullt5lion Inwtk- was= randaf%Bb1 Mttwsttinpie. UTAERtAYIi�NTY t stdsp s bat 1atodatnsod GAFMAFERIAi.5wkd d not taatfratt teadd [kpa ar dtb arei pras1*005 CORPORATIONTWVBER1jAjEZsHwrTIMR�k4L� E� loft bam�canp wit n aka Tam of by mow a bus Cctasrdt ya tstarl0op 1w s WTa an = dotobe €eta-be a9i , a L/Citlt�4_ �.! a DTraaFheT` e d Such dS GgFnA1G'5 tS tensor- $ 145t4d }of{,S +'3 TC[amnfe+a�ttiacs tar9tt appfe maG¢et thatrahatrnenttooAXbe wnrada 0cA*& 550155 55 that fie. •�1 +#�a�k(r rdtaruapks)k Lhi ooxisr maMadsnetor •M*NSARDANDSIEEPSILA)PEAPP€1CATOO Ns:for roof add prsian bran 21' 10 f$ Mid dehsnad KarootiT tesethreo&rg l8ttAleo (titmm} (t qetm (Os SOT amasowe*1*sNa ).stdntitesavRppmantheedaa dhy idltfe" 9amJ Fasisesrundaddbe awdwbtapde4atsatd 304 it.n seasAnw naeshu khpix�, ydsoddatrncfataoplelsbadse- 5*0*050 ar etTlri0lr 555 pyatoed dendo Fletamos swat be olive+llatlfatoSh de ft sole• sore as 50 ebb 1K .az ebawe.Tiro snrarp4e mall Or pressed t50y aa0000Cte noSre- ions Oar dot*0 rrS nonage de Raksd tssnrmts air fondue*o fnt stow rdee Yore ore rtktn&blow ymdraweeswormarbamwdusterasd •EJtPSDfitifletr5'(12Tmm) APPLICATIONINSTRUCTIONSecu rs s seed f . 1*5 me1]G ha0000 .15150Fmjs- tin orpa�at dorat sT wgli drwgit vmneaars to ol h urt t rewd rod renteadae VTdvbwas mum a1 traas81=A1JN65'ThaseEldtgbstr7uriapeavE ttiafrtaad Stantr tiff m5ddr maAed CS7ia1d F.NA,H.11.lt.arbdai rise anrdnmin beetle d+a k 6 toaethwa akr wdurt tows and woo lonaesr METAL I7RP EDGES: ninny sod sax edpaian MT fSiq ywlaxeerynbtSed*5 ew agog.d ate d5m- at dada aced Oradnda DaTae arms meter poardbT ndapraatr s edano toporetatrees.w Tthrsdt- •ASPH PUS CEheENEi For m is 055*550 arm",Mast cwdTo to ASTM seSwd tnta ttt Nis Std aasapnruer saet..FnitaretasodasateTWere ca is DMMpb l*o I or il. Four Nail Pattern English Size Shingle:12'x 36-15116'(305 x 938mm) IJende rlsymsrtt;Stondexd Slaps-V12 3naadnn)or moos 4� undsrlsymuslo Low Slope 2112-4(02 +6Tmme #Titan nsI 12-'td' Ci� n)--•-.... c ai aaa d ad, ,idle a�w sl rail aua axw as ar�stMe dark wA Tmu t ony tt�sto teed to t Dyes et ss trx>*m ifx atsey eaaupfi lull?+frda dt glade -r--� 7 i __ ewMl sae tkStwro wkn sa CJ1i"Mffi8dib L e 1! 2 f t(13�imm)— i l pGl4 ply N n R576e d(SkR#yh er M Batrter in len*es wl�re irs map be cause wester Tpi ha ax*5th rteaa.fxae fbpah�fleet trweThxrt do rtudtu g.by flenmi)[*7tolend er(efGmm]Oaydnd Use hoods a rote ace dams dr fans era rot expacfed,k#ad[ 1 3.1d a-3d' OFBS@il:aGrefsfites. a « matt a�b4 "rte" sw eerrs ar (taxatser 3itH�NOTbo.> ) rawaea.sss aTa wait.*0rar. + # e i y I tmPYlnar. D AUNwcw Haasil ,.. -. sr¢T�nm?amenw tueq ",� .- Require A Six Nail Fastening Pattern? ztsT uatae.wv sr" ' + s �l/ Use 111e tiirectsors ahtle8 with the fototasrr modlftktn: tT sum,enoe Z _ Re ace the Inner twro fastedt )locat€ons month four fastening placements. �. r�,a.waaa,5+ +wm«a iraa�amw � Place two fasternem 8'(203mm)from either end=a-t`(25mm).and placer ate; rip a T * tam aw axt. 0 l two additional fasteners 15'(381mm)from either end+1-r(25mm). )— Q � V C7 J � d U Second Course Third Castes. Fouttit and Ronoalnl Gpur ass Q z 2 O +� canicr a amt hE > Otis,O tt slater twwrEe.Shkagiea tore}ae 4 t and cmtiuls se0att9 worse a sw wn,Trim 5 (152em)born fire read at the if`(Tlarant)ream da Rot stones aide course am convous wIRt full str'npks Trot,1r432 sve)bwr .ache area+.ttaen emTSsx won eel nlxlp10s dss = am trdm to ten ar 0r50 o re wr.050 ld1T b1°std*es ` up the rod Since ors SEwnpb.t Yidnthe Or ilea tt5eaeiand Ow+rsas tWawwxdrtMe scads the tabs. Ore mfr.(Sits Ott rdsrs Ttp i[S sates nrslnecnnxs team p 3, I.L� V sxaar u.r aaala.na W dot adds tmmads.this re a o t(f2l'tm1) - `mra wiar bib wk#dt J o mowS Mntsdusa reel MWan memredt eaidt i m d e remoter+map 0N510050150100g100. across the sat Ndke a stalk One erOS?weary 6 courses to chest,pirated s5oonsat wool ff *50.NOTE:Stigler may bo iron edlrar V left Of eirjtht horod we Start as boiler rim 3 ' ° bwmnedtrontdietrmnpd't153mm) E#@srardm wt.n nabm+a o� U m sms,5 awso.es*rnar:rarq»• ° vsiwr[�iasdr T+a } p wwn+0rne«ri retn . � aasaasn mmmrvt.. x`` .• maa>�ae'm.ia. _-. was �„� .� K�, •3 LL �un1M L<T9eNMfN • G sm�w.rwn ewc+ranw J' eww ••.. �• rmxCua». ti4 ,Y ... 7/!8wcmaroa» O ' a'tid_ aay..»s,3'bP(zt¢sY .� =sT>w,t:tsa.w. 3 nwwew J' •.'` fiur5aa�. + ,•. +�s�ecta�a.pa ., wig 1V/�m (nrea�.a. +ve S:nsa. sc+wraoe*tta+ ♦Gsvros ` "ro st .s _ Procaudonary Aloha ,,a�,/� Series%NVA am n -nSOr aside b sfw1pbs.because aat 1115 105rat 7 Rip sod Mdge 8 19€M Ffix thong(Sloped Row to Widest Well) 9 Chk."Flashing !V Vatlsy c6m 0 5515 s lire fdd rz ea used,these s slog 5s ad to alai kr cold J HIFOr use hip M ridge sN and as shows To crdscazt CiraYalruetlottrCtoaad Cut es t€rM5 k firs use ' Td ERTEx"tunebuOpsslnt�ENTEJ &tXal�ecrraets2p&> wu�r ati+ cxi.�.•.s. t.BWtdkssTanatdtKdbwO dues, acaAAda n.gtDem toseq€ritskds`gles'aY end skr� cwv,eea 2.Hirai a"^'shirgr.Escan assay is bmatn in da€dwrsmarr metetrd dwapdd in hot eat IL-ti nwlOls)or a 51*15 dsdf Usd550sai Hip&dot,Ex d , --,-��a wa+r,.o ssr w. weather faruay sleet nibS talplo thickness of promo Hi &Rings sin soloS sod nornbs5S model d5ebb tbicldwss.Pastas rt",ne rummer ass apphtal'son swrwm x a a,T•.w..s. a a..r,era+�«w 3.AS exposed ntatsriae lmni be a1 C A1ype. .. rry AppyeirsswarfromiWO pr Dtgwv1dd1€ttdai. s.tj aa, - c.•wa a.dba.w:e w.. .•saw *' a " 0.Sroesge51r%=wdr5coasted, ooa-€1 ntdm be"Al03Slere an 01st antler arnt use wnplr tatiniaat"rrrr 0105145 r po�ts ate to be dnntlr starla5, 0 5+. piper,a5 narsl be front aroaa#kr wtrat tlect at ten stored t std€,marl'St&1m .- a prpas,raat�aTa. .;arm rttdeStK.Alt rated Via.muss 00�ar5d moo � 0 Z ruz ,ml e> . aai5aewmaJ.raaw+o.asai wa Mtwtra�*, _ rn�.ama,aa t— _ a > o a a.s,5sars�e alah5b ffTex+ IMP 1AIiT:Notate teak+ Se aeatd et.ts.Imiedlea maid elosadw. wawad awrmSa 0. l ed +mar tax m4 a+uaw Re- oodngy`�. `„r.-"'a ��°es ry bas t. <.• '""' '°'r" ':' II oldR soplssit nmsglssaro tometrtrerrer pIano,tooltiowe crest away all tors,surfed or atfed..stir, o an aaa tartm.aae t Clay' ' Wdatka'and fta3055 r rater 100005,sweadd`.e roetaee Li5aa1 Taa5 Dtasa ray SHEET NO. ' �atr5 cr.�amm �'� 4 ¢Jt ,f� aRrdatll -m;e Da scfia mperauan thawcat u � Skxz rsa}ts'stw dwnaw bsltMtawe tr ps.sara+•.sator �(t urtgiUWe haroYt+uad.405w 511155 t€r 11*551101. Ndta:S cal be apps oowt W i Sfsn rS solos pT audios tmtas 03551,10 W r"t:3 1 sa,a a at sreaalta sorter.Ties sxirades cstYn(1 track C-ht stssnand at eav�S and d s seek 010051055'0',essnnosy bind#30 orrrdertay'weetio w m� Mle: Stars A ratIcdinaruf ens+eve a l woad stirs R 2 n_ 105$w�mut to er €r snip A sorry a 01 i ndn€ttWattt l Y s@t as totes red w is.wo 00 roo5554 sn Sepstor r,'co sr snap Os a T't,¢n rrRrtaxrarWstt%wtatnie aim Trratsrm Aaew ars' ia+ r> ttro ea 5+a eespoxrakar cl oeratararesat ewazibra: 550*0:5AF kta55050olnssonbrsrr t5*udtareitOtdLtx2Yr0 5 I -< _ 1 /2 dii Tau' DOUBLE 5" TRIPLE 4" . .. ._� APPROVED EXPOSURE THICKNESS DESIGN APPROVED EXPOSURE THICKNESS OESICH IODELS INCHES ±.003 PRESSURE MODELS INCHES ±.003 PRESSURE 1O' -' \ TRM 1 ON 10 0,042 .o Fs PT3— 2U 12 4.040" ±LI 0 P TRmS10v 10 U.€142" " + 60.0 PSF 26£6 PSF PTA-1 12 I1. 44 + 6U.( MII' IMUM 2"X 2 CONSTRUCTION GCE PAS 1 Oki 1 tl 0.042- FSF ' 'S -12 12 IrI. 40 - 300 PSF _ + �a.t� PSF MIXED SOUTHERN PINE OR EOUIV PSS10V 10 0042- 26.5 I F WOOD BATTEN STRIPS - 60.x? PSI' IFPtaN 103 0 4 �- 26,6 PSF 26�SLVP1OV 10 0.042"LL pS _ o Z Q x s / L ' . !f SIDE MEW OF FRONT VIEW OF EA WITHOUT FASIA —j c4ciQ 7 irk FASCIA MUM ASc t i ti I— �K C r R _jw GALVANIZED ROOFING NAIL ROOF 1 /8 RING SHANK DIA. iRtwic �^ �- _ i/B O DIA. X 1 1 /2 LONG. 1 t . (VIA dW.�_� 04 pE I424 J--CIIANPIEL 10 ' O.O. THRU THE NAIL HEM HOLE IPft .. � THE WOOD JOISTS. MINIMUM WOOD EN EDME T IS 1 3/8" Alcoa Building Product.s PART: NSTLL ON .. DESIGN A REVISED BY RICHARD DO' E 10/99 C I O FOR VINYL. SOFFIT LL FILE h 1Lf : 52 1 D O OE SOFFIT 4/99 ByI GAG o ,1 4/1x/99 Jio F a it Data 1, K ! i 1 SHEET SME. T IN1 c3 5/B (5) PLY PL 'OOD .... N 2` X 3*0 '.16* O/C .. CONST. GRADE A"} - wRQQ. S1 t A DUTCH LAP SIDING WIXED SDUTNEW P1UC Oft C4 WIN .� e. f 3B C0t t1 111. 11 1TW 3/16 0 13 0/C a S 0 14AXN1J1t PR 1 � 1� APPS SRC � SP� 1& 0-C. 1v 'A' *. P � 1"D CS G t PRE BYt-40 5 4 1/2 4.1411 46.6 PSI MCD -40 8 4 1/2 0.040' —3&2 PSF U11—40 8 4 1/2 O.0 —46.6 PSI CWO-40 8 4 1/2 0,042` —36.2 PSI i C 48 4 1/2 0.040' -46.6 0OflN \ S1 twk. J+1 33,14 . — 4 1/1 (,O42' •» 6 1 OBW-45 9 4.5 1/2 0.040- _.3s.7 3 READ 01 X 1 LOfG 019_ +>,C: THRIJ 114E. M 1441 8 4 1/2 0.1)48' —46.6 PS TRLID-45 9 4.5 1/2 0.040- 3..2 PS1` HOLE & TBE 1OOD ST1 D WGV— *1114 1 311 EMEI MD9, 40 5 4 1/2 0.048' -if.6 PSI M130-45 9 4.5 1/2 0.042' —36.2 PSI 51V-44 8 4 1/2 x.044' -4 .6 PSF D--45 9 4,5 1/2 O_044• -3 .2 PSI 8 4 1/2 0.044` —46. PF 010-45 9 4.5 3/4 4.04 2 —SD PSF — DR-41? 8 4 5/8 0.042 —44.6 CS€T--45 9 4.5 3/4 U.O-4E --81 PSF C„ CW -4th 0 4 5/B 0042" -46.6 z -4{ B 4 3/4 0.044" - O PSI 1Jco-S 7 10 5 11/2 0.[144' -40,6 P O CS-44 8 4 3/4 O.O~45' —B0 F SF CW4-50 10 5 1 f2 0,042' —#6.5 PSF SM—S5 11 5 5/8 4,04-L' - . PSF SIUR `W►AI L OLOCY WWALL LDSSI 10 5 5/8 2.04-5 -±±.bPSI W-5 10 5 1/2 11.04=0' -46,6 PSF DWC/--5o 10 5/8 o.o4B' -46 6 PSF U) t 181.1-50 10 S 1/2 111.+4-40' -44.6 PSF AS Uw1i,r c -a Bu z $ x�1 O tIG-5U 10 5 1/2 0.041 " —46.6 E.4� ►OTCS: 1) ALCOA tWWI. k S0flU P UCT UrC. "OU h 1OR�11 tz 1 Z 1dE1�S 10 5 1j2 .G42 -l6,.G 1COUPQUD UELUIG OR 1 EIpr T}1ECLu ofr . WC'/-5r3 1( 5 5/8 0 048 -46.6 1 0 3679•. ' OS FOR P STOIC ,►,rip C 14 lDS. .... .- 2) WALLS tt S1� TO PECi mttri. S / S SF1xL1. BC I ST 14 5► 5/8 13.048' -#b,6 PSF CHECKED FOR 5ThUC%1JRL ADEQUACY. CRACKS A111() PYECTS THAT L L4111 C%hcl sly, Ct QhlIWAliD. -� o.o 1, '%ON 10 5 1/2 0.044+ -41.3 1 s 3) Wk SWIL 8C `1ATER P11� WMl + ILIJ SATt,RM FELT t ,.r 0f HOT LMS TH. 1{ 100 S . E3'. 'S OE SCR:ER in SEC t1 10 5 5/8 04 -46,6 PS 2704:.6 (Bt OF THE FLO- U LDI COOL .. . 4) & Same W [ 'DIE SI G / S U AAE 1. 4C PISTAi " ' - 10 5 3/4 0.044' -80 P51 SMALL SC DCIGtt 1ff & REG1 £O 1 ChWECT OR EPGNEfJt GS50 10 5 3/4 0.046 �- ri AC COMl IG TO TICE S�1 11.ORIQ k Alcoa B u l l F r a u ds 5) tiIST,LLAIIOI1 Or TRL 5100 1C / S0FF1T .9ID ACC1SCr Pia • S[ .L BE DO1IC 1tt OR E Wifl1 THE 1.110. W517 Arrp PAM. i RASED BY RICHARD 9oYETrC Ii0/99 DRAWING FOR VINYL SIDING 1E: �Aco nori 1 FILE t M(E: SK-93- 8 DADS SIDING 4/99 DRAB . : A01t C40 1 �24 . 1s �J $ y4t` # SHEET . _ 1 I N2 SVR Lot 16 Bloc 3 j'� j� Installation of S B960 roof vents should com- 1`■Instructions ply with all local standards and regulations, CAUTION Use appropriate safety glasses, installation of SS8960 roof vents should co m . gloves and other equipment to avoid injury. ■�i r ply with all local standards and regulations �-- Addling,, �ztv w� CAUTION: Use appropriate safety glasses, on B O root peak Roofs gloves and other equipment to avoid injury toFinished laco del techo.lie de toff P p �s Determine the location of vents: root peak � n taiittede toll ° Ne Vo ion `+ _� ' ` Inspect the attic to determine the location of rafters and other Ta x , : obstructions.Evenly space,the roof vents along the width of the. � Re—Roofing ' _£ '_ roof,marking the location of all roof vents before cutting holes. Center the holes between the rafters within 2`.from the peak of the c Iva 3-� ratters roof-Mark a 10"circular outline for the hole on the top of shingles. ° Determine the locatiton,of vents.. V19515�o„s (Figure ) Evenly space the roof vents along the width of the roof,marking Figure 5• Figura 6 ratters the location of all roof vents before cutting holes.Center the holes Cut and re pare opening: vs between the rafters within 2'from the.peak of the roof.Mark a 10" p cnevrxrs Using a sharp knife,cut away the shingles(Figure 6A).Cut through circular outline for the hole on the roof.(Figure 1) Figure 1 • Figura 1 B the sheathing using a"reeiprocating saw 6B}.Carefully remove the roofing nails within 3"of the(Figurehole.Cut the shingles at the Cut and prepare the opening: tap of the bole to accommodate the shape of the roof vent.(For Cut the holes in the sheathing before applying shingles.Shingle up increased weather protection on new construction or re roofing until the first full course of shingles covers the bottom of the hole. v applications,use an 18"x18"piece of GAF Weather Watch or rti Cut the excess shingles away from the hole,(Figure 2)(For :' ,.- AF StormGuard Leak Barer.Center the leak barrier over the e o increased weatherprotection on new construction or re-roofing Figure 6• Figura 6 hole.Remove release press into place and cut away the leak O applications,use an 18"x18"piece of OAF W'eatherWatche or barrier spanrtfrtg the hole.) GAF StormGuarsl&Leak Barrier.Center the leak barrier over the hole.Remove release film,press into place and"cutaway the._leak _ Figure 2 • Figura 2 barrier spanning the hole.) A B" Position the vent: Apply generous amount of silicone;roofing cement,or water- '� proof caulking to the perimeter of the hole.(Figure 7A).Slide the Position the vent and nail the vent into place: _= vent into place beneath the shingles,ensuring that the throat of the o The top of the SSB960 has an up-arrow formed into flashing. 1c vent is centered on the hole(Figure 78).The shingles should Make sure the vent is in proper position.Nail the vent securely into overlap the top half of the vent flange.The bottom half of the `�• - place,spacing the nails every 4"apart around theperimeter.The vent's flange will be exposed on top of the shingles. .- - - -- P gP Figure 7 • Figura 7 Po g = • ails should be 1"from the edge of the vent Range.Seal all seams around and nail heads with an approved sealant,such as silicone,roofing cement,or waterproof caulking. (Figure"3) a Nail the vent into place: Figure 3 • Figura 3 Nail the vent into place,spacing the nails every 4" the Cam le#e Shin le installation: perimeter of the vent.The nails should be 1"in from the edge of p 9 = the vent flange.Replace nails in the shingles as necessary to ensure Continue installing shingles,overlapping the flange on the vent. a proper seal.Use silicone,roofing cement,or waterproof caulking i Cut the shingles around the top of the vent to match its shape. to seal any exposed nails.(Figure 8) Figure 8• Figura 8 Figure 4• Figura 4 NOTE In Careda,oily the GAF and QLLality You than Trust Since 7886__ NOTE In Canada.only the eaF and * Quality You Can Trost Since 1886.... Timberline 0005 re re5stered trariama:ks_ Tirribw fins I u,are ne isle ed tad,narks: NOTA Scdam neicsna bresu :AF from North America's Largest Roofing a 9 from North America's Largest Roofing y 1 NQTA:Sdam auto los nanbres de GAF y T:mberiirw sour ar as raj tradas en Canada_ and Ventilation Manufacturer Ti:nbe lines n mareas yea tradaa at Canada and Ventilation Manufacturer REMARQUE:Sews:es floats GAF el REMARQUE:Scut.Ws morns GPF at Timberline sort des marques de G,AF y�g E T!mberliam sent des marques de GAPiWB±MALS c"mtrior"dep055€5 au ua'rada a npORAnpp ;t commerce daposees au Canada 'OM SHEET NO. IN3 3 6 r"r �'.. PPPrrr 7' TU _ _ i 9r H. t Ii C roe-_ FL fir' C$ O y : ! II Ii iiU 14! H I E '" 3 ' amvr - P"°'• ,y.,�, .,wak ar �. *� ts.w,. y . Z " „a.�... Y+ 'ro 'fir Yarn 9 y.v iY W r♦ ' 'J :m! R... lei iwi }mate _ may, age yyi[ _ ,..� , a YJt aaxnr +*A: *¢F .." !�' r via aw iW . i4 iri. r. s Rs M✓ ( �? n " SHEET NO. IN4 ) [ - --iI ( ;:> j ! ZT1 __ ______ U i� iV a. 4 ` � ' -, .ems► O' ci 3 o v.-. Cam_)g 4 m_ SHEET NO. IN5 6 SIMPSON STRONG-TIE FLORIDA STATEWIDE APPROVAL LIST Product Description Florida# A34 Framing Anchor FL474 A35 Framing Anchor FL474 ABU44 Adjustable Post Base FL474 ABU46 Adjustable Post Base FL474 Approved Products List ABU66 Post Base FL1725 Anchor Bolt Wedge All FL5415 CMST12 Strap Ties FL1901 CMST14 Strap Ties FL1901 State of Florida CMSTCI6 Coiled Strap Tie FL1901 Product Category Sub Category Manufacturer Approval# CS16 Coiled Strap Tie FL1901 Exterior Doors Sectional Clopay Building Products Company FL4914 Epoxy set FL402 p y p y H10 Hurricane Tie FL474 Exterior Doors Sliding Florida Extruders International,Inc. FL45/FL5726 H2.5 Hurricane Tie FL474 Exterior Doors Sliding NuAir Windows&Doors FL5340 H3 Hurricane Tie FL474 H5 Hurricane Tie FL474 Exterior Doors Sliding-Series 420/430/440 General Aluminum Co. FL5710 HCP2 Hip Corner Plate Connector FL474 Exterior Doors Swinging Plastpro, Inc. FL4764 HD10A Bolted Holdown FL503 Panel Walls Siding Alcoa Home Exteriors,Inc. FL5538 HD8A Bolted Holdown FL503 HETA16 Embedded Truss Anchor FL1901 Panel Walls Soffit Alcoa Home Exteriors,Inc. FL5543 HETA20 Embedded Truss Anchor FL1901 Roofing Asphalt Shingles GAF Materials Corp. FL183 HETAL16 Embedded Truss Anchor FL1901 HGA10 Heavy Angle FL1423 Roofing Other-Roof Vents GAF Materials Corp. MIAMI-DADE#05-0909.02 HGAM10 Heavy Angle for Masonry FL1423 Roofing Other-Ridge Vents GAF Materials Corp FL197 HM9 MaHesvy onryHurcaaneTi FL474 Roofing Metal Roofing Marlyn Metals,Inc. FL5204.6 HM9 Masonry Hurricane Tie FL1423 Y HSUL Skewed Face Mount Hanger FL1218 Structural Components Other FECP Corp.Cast-Crete Division FL158 HSUWL26-2 Heavy Skewed U Hanger FL503 Structural Components Other-Concrete Lintels Loft's Concrete Products FL 5092 HTS16 Heavy Twist Strap FL538 HTS20 Heavy Twist Strap FL538 Structural Components Other-Concrete Lintels 8" Commercial Concrete Products(Quality Precast) FL 1774 HTSM16 Heavy Twist Strap for Masonry FL1423 Structural Components Other-Mullions-Series 1442/1445/1446 General Aluminum Co. FL5169 HTT HD/TensionTie FL503 HTT22 HD/Tension Tie FL503 p Structural Components Other-Mullions-Series 1445/1447 General Aluminum Co. FL5169 22 HU210-2 Hvy Face Mount Joist Hanger FL1218 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL5169 HU26-2 Hvy Face Mount Joist Hanger FL1218 5347/5348,5350/55 HU28--2 Hvy Face Mount Joist Hanger FL1218 HUS26 Heavy Joist Hanger FL474 Structural Components Other-Precast Lintels Wekiwa Concrete Products,Inc. FL 1418 O HUS26-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL572 HUS26 Heavy Jois Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL859 HUS28-2 Joist Hanger FL474 p HUSC26-2 Joist Hanger FL474 Structural Components Truss Plates Alpine Engineered Products, Inc. FL1999 HUSC28-2 Joist Hanger FL474 Windows Fixed Florida Extruders International,Inc. FL44 LGT2 Light Girder Tiedown FL1423 LSTA18 Strap Tie FL1901 Windows Fixed NuAir Windows&Doors FL5333 Tj o LSTA24 Strap Tie FL1901 Windows Fixed Pittsburg Corning Corporation FL1363 LSTA30 Strap Tie FL1901 a LSTA36 Strap Tie FL1901 Windows Fixed-Series 1100/1900, 1450/1550 General Aluminum Co. FL5169 0 LTf19 Tension Tie FL474 Windows Fixed-Series 1100 TDL/1100/1900/ General Aluminum Co. FL5169 LTT2OB Tension Tie FL474 1970, 1450 TDL/1450/1550/1570 LT 131 Tension Tie FL474 LUS26 Joist Hanger FL3750 Windows Fixed-Series 5000/5300/5350 General Aluminum Co. FL5169 Masonry Screw Titen FL2355 Windows Horizontal Slider Florida Extruders International,Inc. FL43 MBHA3.56116 Masonry Beam Hanger FL538 META16 Embedded Truss Anchor FL1901 Windows Horizontal Slider NuAir Windows&Doors FL5331 j META20 Embedded Truss Anchor FL1901 Windows Horizontal Slider-Series 1180/1480/1980 General Aluminum Co. FL5168 MGT Medium Girder Tiedown FL1423Windows Horizontal Slider-Series 1180/1980/1990, General Aluminum Co. FL5168 MSTA24 Strap Tie FL1901901 MSTAM24 Strap Tie for Masonry FL1901 1480/1580/1590 MSTC28 Strap Tie FL1901 Windows Mullions Florida Extruders International,Inc. FL3136 MSTC40 Strap Tie FL1 901 MSTCM40 Strap Tie for Masonry FL1901 Windows Mullions NuAir Windows&Doors FL5722 3 MTS12 Twist Strap FL474 Windows Single Hung Florida Extruders International,Inc. FL42 MTS16 Twist Strap FL474 Windows Single Hung NuAir Windows&Doors FL5330 MTS18 Twist Strap FL474 9 MTS20 Twist Strap FL474 Windows Single Hung-Series 1100/1900/1970 General Aluminum Co. FL5171 MTSM16 Twist Strap for Masonry FL1423 Windows Single Hung-Series 1100/1900/1970, General Aluminum Co. FL6107 PHD5 Holdown FL503 s PHD8 Holdown FL503 1450/1550/1570 SDS/.X1Y Strong Drive Screw FL1463 Windows Single Hung-Series 1140/1440/1540/1940 General Aluminum Co. FL5171 SDS%.X2% Strong Drive Screw FL1463 SP1 Stud Plate Tie FL474 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL6107 SP2 Stud Plate Tie FL474 Windows Single Hung-Series 5000/5300 General Aluminum Co. FL6107 SP4 Stud Plate Tie FL474 SPH4 Stud Plate Tie FL538 p ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 6 SHEET NO. P1 3 6