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HomeMy WebLinkAbout36245 DELTA GOLD CT �'�g�SYY 1IPd� if S fin err '� y }\\ltndsvard j Home s - 8P ng9i are 5439 Beaumont Center Blvd. '�� atf. IrCQ Suite 1050 `' `. s,� s'� � `°r Tampa, Florida 33634 (813) 885-7744 Rs ' E:'"{ :°r, `ru � J '7 ' •II-1 E E /\ [\J IJ ' -f� `� DRAWING INDEX SHEET NO. DRAWING TITLE COVER AND INDEX _ Al FOUNDATION PLAN A2 FLOOR PLAN A3b FRONT ELEVATION A4b SIDE & REAR ELEVATIONS AD1 INTERIOR ELEVATIONS ELEVATION 'B' A02 BUILDING SECTION & DETAILS ��� �1�� �' 1 El ELECTRICAL PLAN AD3 GIRDER DETAIL �yL� T 4-BEDROOM / 2.5-BATHS / 2-CAR GARAGE ; `�' ELECTRICAL `..L1 t1 Ml MECHANICAL PLAN PLAN # a0421 r`? it OS1 OPTIONAL SAY WINDOW @ CAFE > j1 L \ ` F' 0S2 OPTIONAL LANAI 0S3 OPTIONAL BAY WINDOW @ CAFE & OPTIONAL LANAI S STRUCTURAL DETAILS D DOOR INSTALLATION SHEET W WINDOW INSTALLATION SHEET R ROOF SHINGLE APPLICATIONS IN INSTALLATION SHEET P PRODUCT APPROVAL CODES AREA TABULATION TABLE(IN SQ.FT.) (CIRCLE APPROPRIATE) LIVING AREA COVERED GARAGE OPTIONAL OPTIONAL BAY 1ST FLR. 2ND FLR. TOTAL ENTRY LANAI WINDOW 1157 610 1767 48 583 170 16 TOTAL AREA UNDER ROOF W/OPT. WHETSTONE STANDARD W/OPTIONAL W/OPT. BAY WINDOW LANAI BAY WINDOW & LANAI ENGINEERING & TESTING, INC. 2398 2568 2414 2$84 2004 53rd Avenue East . Bradenton, Florida 34203 PLAN NO. a0421 Phone: (941) 727-1138 VERSION NO. 5.0-6.0W DATE: 06/25/07 Page is too large to OCR. SVR Lot 3 Blocl 1 Li]M ER-EVEP-5ED G c`n o '^ c D2 FI FRAME RELAY BOARD �,� I w/N6 GROUND WIRE a+ —_— — — ALL D HR5 Ww ELECTRICAL NOTES DII I I q 1's' 1 C7 UNLESS OTHERWISE NOTED: I - - W _I- m_ F2 I. ELECTRICAL OUTLET HEIGHT5 A5 MEASURED FROM HNISHED FLOOR ( TO CENTERED LINE OPINE BOX TO 8E:12'A.F.F.(GENERAL) I KITCHEN 44"AFF. 2BATH12OW LAUNDRY - EXI ERIOR WATERPROOF f 2"AFP D4 GARAGE GENERAL PURPOSE 42'A.F.F. RANGE 2"'AF. P3 I I P4 2. ALL TRIM 132315 AND DEVICES TO BE GANGED.WHERE POSSIBLE. W 3. ELECTRICAL SWITCHES TO BE AT 42"CENTERLINE ABOVE FINISHED FLOOR. IRRIGATION TIMER U 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY.ALL WORK SHALL YARD LIGHT TIMER BL 11021 12 STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE,LATEST ^ 1213102.TEA LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE 0 102 1111 INS?A'.LATION AND SITING OF ALL ELECTRICAL,WIRING PND ACCESSORIES. _ — — — — _ - M 220V C. _? A y 5. SMOKE DETECTORS SHALL BE INSTALLED AS CIRECTED BY NINA 7OA TRA CK LIGHTING TYPvJ SMOKE S ALES OFFICW/DI E DETECTORS SHALL BE'NLERCONNECTED AND CAPABLE OF OPERATING ON W D ETHER AC OR DC(BATTERIES). J 0 6. ARC FAJLT RECEPTACLES IV ALL BEDROOMS PER FRC 2004 ELECTRICAL. ii ri Q M uJ F O L1J 0 LL PHONUfAX/DATA I, -Ii I Q 3 PHONE: TO BE TIED TOG AIR TO FOYER SWITCH MUTT FAXES: TO BE TIED ER — — — — 0 z ^ y QU DATA: EACH DATA MUST BL ON ITS OWN HOMERUN: 7'-7" 1'-10' 7'-7' r-+ Z - g RUN INDIVIDUALLY — SPOTTYPE a i v IT E MA RECESSED LIGHTS Q 0 I W TABLE OVER MAP TABLE W \ — EYEBALL TYPE ELECTRICAL LEGEND FLOOD TYPE RECESSEDLIGm5 zQ RECESSED LIGHTS TYE @ PERIMETER SINGLE POLE SWITCH CITY DISPOSAL — TYP @ INTERIOR _ 1 . SMOKE DETECTOR / V $ DOUBLE POLE SWITCH \RE e� SP P WIRE SPEAKER _ —I _ ,V S THREE-WAY SWITCH FLOODLIGHT JUNCTION BOX \ I �� . 0 O 11 LL, J w J FOUR-WAY TWITCHI o \$ LL O THEKM05TAT J DIMMER SWITCH o CEILING FAN --------------------------------- CEILING FIXTURE FANWIRhI T.V.OUTLET \ - — _ n TELEPHONE OUTLET ` y ' SCONCE }y, C OPTIONAL CEILING PAN CHIMES DOOR BELL CHIMES 7'-JO" E.Q. E.Q. 1 f 7'-1(1 1}13) 110 VOLT DUPLEX OUTLET fl OPT.FAN — __—____., __. N I I O VOLT SWITCHED OUTLET U PREWIftI —0 DOOR BELL ■ ■ _ . ■ T YU^- I I O ARC FAULT OUTLET DOUBLE 24 FLUOR.FIXTURE IC an INTERCOM SYSTEM _ . .... ................... - - -- ,y w/DIFFUSER W GROUND FAULT OUTLET G) GARAGE DOOR PUSH BUTTON — 0 WA^'A' WEATHER PROOF GET OUTLET O -DOUBLE 48'FLUOR.FIXTURE -AMPS — — — — Z 0 JJµ�, w/DIFFUSER ELECTRICAL PANEL ELECTRICAL PANEL 0 F (1IJ 220 VOLT OUTLET W o O Z DOUBLE 24'FLUOR.FIXTURE J W I- EE SPECIAL SERVICES OUTLET g 1-BULB WALL MTD FIXTURE DOUBLE 48'FLUOR.FIXTURE d 0 d ne FLOOR MTD.OUTLET QQ 2-BULB WALL MTD FIXTURE cAc CEILING MTD.OUTLET SINGLE 48'FLUOR.FIXTURE O 00 3-BULB WALL MTD FIXTURE I EYEBALL TYPE RECESSED LIGHT BATH PAN 000 4-BULB WALL MTD SHEET NO. MOISTURE RESISTANT RECESSED LIGHT j 0 FIXTURE -TI} BATH FAN WITH LIGHT 00000 5-BULB WALL MTD FIXTURE @ RECEED LIGHT ELE TRIGALJ IECHAN ICAL PLAN SO-2 6-BULB WALL MTD FIXTUREO MINIATTUURE RECE55ED LIGHT M ELECTRIC METER © TRACK LIGHTING SCALE: 24x36:1/4" = i'-0" 11x17: 1/8 =1 -0" I I Page is too large to OCR. zoo jfpva0000 o�a�o�WZ u' v SVR Lot 3 Bloc � O �� Q�pp �p w 00 S O rl 0.b N � C� ' ZhNZT A � �K. rW o �z NVZ NOTE: FOR INFORMATION NOT SHOWN, SEE STRUCTURAL WALL SECTIONS STORAGE CABINET _N SCALE:24x36:1-1/2"=1'-0" 11x17:3/4"=1'-0" ft CID Oo ��//1� V1 O w W W3324 v J a Y%4'P.7.WITH 1/4'x3'TAPCONS - /1� 7! 0 SPACED AT 8'O/C.DO NOT DAMAGE V V x PRECAST REINFORCING WEN PLAGIN6 FLY 2x4 E9L EA.SIDE FOR OPENINGS. I o COP81ECT BUC AT TOP AND BOTTOM 14/SIMP50N H&AIOM UN.O. — o y 3 V 2'x4"P.T.51505 SPADED O r —— - -- 7 L y U 16"O/C TYPICAL PY (3)16d TOENAILS EACH E I I ziF Q T/16'055 OR 1/2'CDX PLYWOOD W FASTENED W 8d B 6'O/C ED6E5 AND IY O/C FIELD MOA MINE 3 0 if U d 2'x4 P.T.NTH 1/4"x3"T SPACED AT //lPNNN G LL III ' co i r iCC Z z ;t 03 - > o SALES OFFICE ENCLOSURE SECTION PRINTER ROOIVI�` , , STORAGE CABINET F � SHEET NO. F AN A5T0ARD SHEET X-REFNFRAME WALL SECTIONSUALES OFFICE FRAMING SCALE:24x36:1-112"=1'-0" 11x17:3/4"=1'-0" SCALE:24x36:1-1/2"=1'-0" 11x17:3/4"=1'-0" SO-4-4 C 1T-0" GPT141W.MkYMSC0W zyuoy U u$ w rc FO0lr16CITliNF..(i o'oc�z� B -------- B1lTM6AY✓♦11 MCOT. w u R aeFcrm,sBe - moo a�� m zrcymoh� z 81QR 06a S2 TOM{PIAN��� ova awom o DAY i LAKU OK.ARE rc$-z o .So$H[ET B o 063 52 ¢ LLLLo iF THROFTION o AN PL OPTIONAL BAV WINDOW ' FOOTING OUTLINE. IL d B/C CONC.PAD 6-6" 8-1 A. 2 1D" 7'-1" 4'-9' BV A/C CONTRACTOR A m 52 S2 ELEV:-112' �, ______�•�, O COMP N(V M I ._._... -- ------ 7_'061 RECESS SLAB I Q ^ 1-112"68" - —— I C� ■ FOR S.G.D. I ■ M O`. l0-3" l0 O 0) Y _ I --- O I II 16 I lit ■ I i•-- - I rf-l� F o O I Id=11 ■ I I r��.I Z - H--------------- x z ■ : Q ` H - - It----------- _ tzil v 52 m ■ 13'-2" ■ A ELEV:REF.V-0' _- (TI 12 U Al 3-12'CONC.SLAB ON GRADE �,' : - FIBER MESH CONC.SLAB v OVER 6 MIL.VAPOR BARRIER = S2 ■ ON CLEAN,WELL-COMPACTED, - m TERMITE TREATED,GRANULAR r IIm ■ 11 FILL. 13'-4" -'J I! N co 52 U 120" cm ■ - -- O J Z ■ - 8'THIWKENED •- SLAB /11)#5 - �0 OPT. ��' I.LI CONTINUOUS ' ■ a ALT.AIC ' ��f L m lV 6 LOCATION 3-12-DEEP W = SHOWER = RECESS = 3 IN `�tl Q ■ ■ 3 OPTIONALS ICE DOOR : __• : 4'-9" v--T/-6" 11 II 52 _________ ____________ Z PAC GE. 1 II II J rCH T S OPTION _ �^ II.4 II ■ ■LI ■ ■ APPLI O IS PLAN „ �I Nu I� ELEV112' O • I I TOP OF 1712'SLAB REF. < ----- II 11 � ELEV:-31/Y QQ ==4 W RECESS FOR OPT h Z SERVICE DOOR 1 S I B 0 15 'O I 52 O _ O i fi�t(('� ■ ; A'? :IVV ■ I H N 3 /` CT C,TI ''-. t ,, r1 22•-4^ 7'-a" in 1�,.J ).�n 24'x24'x16'DEEP a 4 T7 .1(3)#5 E.W. 10 N y , ,+ [.a N. LI-D EEP CONTROL JOINT- SAWCUT WI HIN 12H o OURS OF CONCRETE PLACEMENT. v p ■ ■ M Y ) m ISSUE HISTORY _: ■ ■ O rM1� - G�3 a W NO. DATE VER. DESCRIPTION APPVD L J IY `- k ') Y Y Z in w H R ^ '. ;;;-`, l € c`rn 64754 Z m 5 w a Q06-26-07 .p6. TWWHETSTONE ENGINEERING PUT ON SEIv4.1.p,CODE UPDATE SN t V�1AI 1. ', ■ ■ 0_ > 0 D_ sz SHEET NOTE:A FOUNDATION SURVEY SHALL BE PERFORMED AND A FOUNDATION PLAN COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE . ■■ Al BUILDING INPECTOR'S USE.OR,ALL PROPERTY MARKERS A1E SHALL BE EXPOSED AND A STRING STRETCHED FROM 11 x 17:1/8 ■ ■■1'-0" 2'-10" 16'-6" 2-10" INDICATES(1)#5 REBAR MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 24 x 36:1/4"=1�-0" 22'-4" COOT.VERT.REINF. FROE LTG.I K.O. 30'-(1" LINTEL IN FILLED CELL P_) 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES (Tr SVR 0Pn0"Ltrxw Lot 3 BI Cj SEE■IEET asT.ts■oTH .m 111ROO l IISE WIi■ 17-0" aE�srla°r " a pp�,) FOY DPfpNAL BAY NM'R w r w"—<»u PT10N 11'-0" WTAL TO BETIIL A AP[6711 AlIPL1ESTO TH■PLAN 8AY i lA1iA1 OPf-ARE 5 __._..__._ - SE3jWM•SEE SHEET oyFg 20 06 ODENOTES LINTEL CONFIGURATION 1FiMSE1P'LAN oowsgom a 30'-0" NP1. $T6THSPIAN SEE DETAIL ON THIS SHEET. 1 PPATIO 5DS05 Oq (2)2x12#2 SYP NAILED NOTE: . s•to^ ti'-6" t16^ W/(2)ROWS OF 10d NAILS VERIFY DORMER PROJECTION @ 12"O.C.STAGGERED BY OBTAINING 41"CLEAR OPTIONAL DORMER' VERTICAL HEIGHT FROM SEE SHE 4C A __ ION . 1 `1 © (2)2x 10#2 SYP NAILED DORMER'S PLATE TO ROOF CONTR DETAILS C")CH K BOX IF THIS 1 p W/(2)ROWS OF 10d NAILS BELOW. sO ION APPLIES TO 225 59 �� OJ M AD2 i COMP (V OD @ 12"O.C.STAGGERED 30'-U" E PLAN. 8068 SGD ;.S HD 6•-e• 4 W m ilfi I ■ ' �- © (2)1-3/4x7-7/8 LVL.W/ O 20�1. I> -0 9— (2)ROWS OF 12d NAILS 20'-7" 4'-9" 4'-6" @ 12"O.C.STAGGERED 15'-4" tlr1-AlUC"C " 2' N O f'�225H - CAFE Q LL^ OD 3-1/2"x3-1/2"PARALLAM I aG B a a r o w/HTT22 @ BASE A I 1" 6v)w. FAMILY ROOM ADS _ O4-PLY SYP B.UC.w/ 85 06 15'-7x17-D' __ O m L HTT22 @ BASE 6-0• 5'-V 2•-6" 4'-9" - CLG@0-8• 10'-0" CD DO O- A CTLE YEN KITCHEN "if A VER NGE O W INDICATES INTERIOR FRAMED V SHELF - A i 8•BAR TOPB'-8' _ >> BEARING WALL:SIZE b HGT 168 4'-1" 5'-0^ `6'WALL SB AS INDICATED ON PLAN. BEARING ALL i 40'A�FTO 1 F Wm '�' S ON CENTER ARCH �' ■ e T BEDROOM 3 m SHELF _ INDICATES SHEARWALL N SHELF 2668 -- -o CLG■8'-0' vmi ' O� - __ -_ -! ' ■ a DROP CLG.VA 6'BRG. INDICATES(1)#S - LG 6 ry c0 X00 Tor-0' WALL PASS A CHTOP REBAR IN CONC- f 6068 BF 4C ES i e THRU ETA' ADi FILLED CELL CONT. 1y�' 6, " ■ 8 A ■ FROM FTG.TO K O. - /. g_g^ a `v f 1 , ' $6 A LINTEL(TYPICAL) - 8 p7 8 ADS " 11$" 5'- 3'STACK 13-0" =Y (� 5- 6J 10'-7• _ 6 DINING ROOM ry w 12'3,10•E• m® N BEDROOM2 R BEDROOM4 1a-6"614'-B• - R CLc@s•-a• 1z•-s•x1r-r A 1a-rxlva. • TRAYCLG: - m A , �' CLG @ T-0' CLG @ T• ' ' O.P.FINISH ■ LO m BAT 54 W/SLOPE WI SLOPE - S4D 6 A m LL m rB1 6"WALL 3'0" 4'_7" f 4,_1" __..Y0.. - $6B ■ - - - ---- --= LIVING ROOM 2668 PET N FOR 2-4 Ii ST O IIII�I'�/-/�,1 C A GRAIL CLG @0-8' ZO ■ n r U W m MAST ST R5. 36'H HOW W/1 X6 WD®a CLG 8/E-8 8'-e' 6 CAP:EASE EDGES Z 2� - EA BASE OF NICHE _ _ W 9B - SOP @ 36•A.F.F. VENT DRYER 2"` -------- TOP OF ARCH THRU WPLL 24••�R m_y k'- __ _ - �1 a•AF.F. Q 22SH 22SH 6 WA Vit -E _ S6BRTIONRION M CFYR COMP "__, 4' OII BEARINGA48" 49" 39' 3'-10" 3'-7" 49" 48 DRYER aHE■ E -__ N SWS1/r 30'-0" 1 I I PL OPT RVICE DOOR 1 II SI E BD NAILS SECOND FLOOR PLAN PEG. F LW/IDOLS6'_o" 6Y O.C." 5 5'-D 3668 DOOR 3x4 ONC.PAD - I I 12-- • HE T OPTION 4-6" 4 9" it U II - A S.L. ®RECESSED.36'H AL M. SCALE: pp EB SPLAN .________'■ If 1-4 4-" 2-C, RAILIN 11 x 17: 1/8 =1'-0" AC SUSPENDED FROM I 1 r - 12'-0'L x 8'-6"W x 3'-0"H k==1 9 CEILING TRAY-'N I 22,54•ATTIC 1 24 x 36: 1/4"=1'-0" ACCESS ENTRY g 2 CAR GARAGE CAST-CRETE LINTELS OR EQUIVALENT 21'-6,25•-6 ■ 8"KNOCK OUT CLGB8'-S' 12'xi2'CMU N 3 USE 3000 psi FINE GROUT BLOCK, 22-4' COLUMN (3/8"AGGREGATE MAX. CONC. FILLED, "3 N o 1 IHET�r Ni i WHEN GROUTING BOND BEAMS& ° • W/(1)#5,TYP .9 PRECAST UNITS. 8"BLOCK, r T CONC. FILLED, `( =z -9 TYP -m o ISSUE HISTORY: -------------------- ---------- ------- -- o W OUTLINE OF GARAGE DOOR NO. DATE VER. DESCRIPTION APPVD 7 ' CONC.FILLED TYP ap Z m w Z ILL LL LL N NL1J (WITH OR WITHOUT R =,C' Y` w a IL Qi 06-25-07 .p6. TW HETSTONE ENGINEERING PUT ON SEI va.i-p.CODE UPDATE SN 00 00 O O O O O Y �9 TYP. SHEET 116_6 1 Jf t76 O O$3 (1)#5,TYP 5 1sxOOHGARDR A2 LINTEL TYPES / SECTIONS FIRS "T FLOOR PLAN 3'-2" 16'-0" " T-8" 11 X 17.1/8"=1'-0" , 30'-0" SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SCALE: N.T.S. 24 x 36:1/4"=1'-0" SVRLot3Bkcr1 w wo ROOF VENTING INFO. 3LL „ �a w� TYPE QUANTITY LINEAR FEET (MIN) u'oo-a RIDGE VENT 40 �30 - OFF-RIDGE VENTS BANDING NOTE: o N M ALL DECORATIVE BANDING SHOWN ON THIS PLAN IS LU M TO BE SCORE CUT,USING A 1/2 WIDE BY 1/4"DEEP 3-c SCORE LINE WHERE INDICATED ON THE ELEVATION. 'o n ANY BANDING LINE OFFSETS SHOWN ON ELEVATIONS ARE INTENDED TO HIGHLIGHT BANDING LOCATIONS <LL,_ AND DO NOT INDICATE THE USE OF RAISED BANDING. M o rn RIDGE VENT U) c N m d DENOTES DESIGN WIND 'z PRESSURES FOR COMPONENTS Q 12 &CLADDING (psf) 'd 7 FIBERGLASS SHINGLES E-I w MEAN BUILDING HEIGHT L1OVERHANGS:G TYPICAL EXCEPT 6"AT GABLES �+ .. - 1 TAILCUTS:SQUARE+39.1 -42.4 +39 1 12 S2 g"TYP. C7 30"DIA.EPS - -- -- WINDWARD SM.TEXT-SCORED m tV BAND-8"REVEAL ,n SEE A/S6J "SAILS" ^ 6"ALUMINUM FASCIA N m FOR EXTERIOR TYPICAL FINISH SPECS. 7 � U ELEV:8'-8" INYL TRIM O cmi TOP OF MASONRY J Z y W `Wl 00000000 o s a o DDDDDDDD ELEV:0'-0" Oo m FINISHED FLR C 7 Fug erg Ko ighite Inc. o ndwar mes, I Rights served ED ❑ _ _ o FIN.GRADE z 0 +36.7 a SEE A/S6J -48.2 FOR EXTERIOR +32.9 FINISH SPECS. 0 0 0 'D N 0 10 o 0 VV 21 h,,)7ff ISSUE HISTORY: ELEVATION 1R' - _ � # O NO. DATE VER. DESCRIPTION APPVD FRONT� 1si. �I �'L.li� y `. z 1n SCALE: W Z Q 06-25-07 ,TAO TWWHETSTONE ENGINEERING PUT ON SEI,4.1-p,CODE UPDATE SN �vv p D. Lu E D_ 11 x 17:3/16"= 1'-0" Y r 24 x 36: 3/8"= 1'-0" SHEET BE' cU 764 A3b 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVRLot3Bkcr ROOF VENTING INFO. g*V 4 TYPE QUANTITY LINEARFEET wrw you $ MIN) z000 Z� RIDGE VENT 40 �43o�O1 12 SmiQFwo oop-au� m OFF-RIDGE VENTS p n i - o TYP. w600mia o _-__--_-_OPTIONAL DORMER ₹"ZMTR Ja ____ __________________ � ALL DECORATNE BANDING SHOWN ON THIS PLAN IS RIDGE VENT - ____. _...__... ........... __........ _._.._ .__._.. _____. ------ TOBESCORECUT,USINGA12'WIDEBYLE DEEP -- - ------------- SCORELNN LINE OFFSETS SHOWN O O ELEVATION. ' ANY BANDING LINE OFFSETS ON ELEVATIONS ', •, � ARE INTENDED TO HIGHLIGHT BANDING LOCATIONS -:--: AND DO NOT INDICATE THE USE OF RAISED BANDING. RIDGE VENT .... ._ (V V M W M �� I ti C'i N ........ __ __•• _.. _..... _.+38.8 ._.._._... _... __ Q` r 6 U) C t'-6" OVERHANGS:12"TYPICAL N C S - EXCEPT 6"AT GABLES 0 O LOPEN SEEN A TAILCUTS:SQUA FOREX RE N m d I .__ FOR EXTERIOR X FINISH SPECS. 4 OPTIONAL BAY 3 z t $'-_-_-_-_____-_-_- _-_-_-_-_-___________-_-_-_ _ _-_____-_-_-_-_-___ tL LOOR - 42.4 E RI RIDGE VENT W RI 36H.ALUMINUM +3].3 FI-I PORCH RAILING 48] -_ ...._.. ...._. _.... _.. ...._. ..-.... ....... .._.... Z RIGHT SIDE ELEVATION"B" - __ SCr .- 11x17:118"=1'-O" ..... - __- -.---- -.----FIBERGLASS .- ... .......-.._. _........... ... ._......_.. .... __. SHINGLES ....... _.......... 24x36:1/4"=1'-O" - SHINGLES 0 OPTIONAL DORMER........ -- ..... _ - -- 03 I- I .___ ..i _--_ '-' - -_ ._......_.. 6"O.H. OPTIONAL DORMER EXPANSION JOINT U U EXPANSION JOINTS RE BN LARGER R EE T ---- '---- --— _-- T LA 1AART WITH AREA NO RGER THAN O _ -- - -- -" --- EYEBROW-SEE DETAIL ELEV a-B' """'-'-" " RIDGE VENT THIS SHEET TOP OF MASONRY ' r .- ........ _ ._. _. 1MIi10 .... ....^ -• RIDGE VEM Z '� a FIBERGLASS '"" __ U SHINGLES(TVP) - m FOR EXTERIOR S m _ T _ T_ ��- TOP OF I _. __ -_ — —=---= - — MASONRY 1 s" +36.3 42.4 -39 7 -38.1 JJ SHED ROOF OPTIONAL SEE A. z OVER SOD = -R FOR EXTERIOR ¢ m - 'c..4==i FINISH SPECS. BAY }3,F.�,AI�ELEVATI: N OUTLINE -==- OPTIONAL - S'GG1�tE:HI SERVICE DOOR FINISHED _ _ _ _ _ _ _ L0__ +38.8 FLOOR 4ts 24 x 36:1/4"=1'-0" 2x8 PT CONT LEDGER W/12D-3"O.C.INTO TRUSS BC PLUS(3)12d NAILS @ N 3 EACH TRUSS VERTICALSEE o N D 1/2"PW/OSB W/8d-4"@ R LEFT SIDE ELEVATION"B" 2x4 RIBBON.ATTACH EDGES-6"O.C.IN FIELD SCALE: (3)16d NAILS AT EACH (4)12d TOE NAILS 11 x 17:1/8"=t'-0" VERTICAL TRUSS 24 x 36:1/4"=1'-0" 2x4 RAFTER @24"O.C. 2x6 SUB w/(3)12d @ EACH RAFTER PLU (2)1 dN�!{ ,a� ,. 1N'C- o ISSUE HISTORY: ATTIC ROOM-0KICKER ' n z NO. DATE VER. DESCRIPTION APPVD TRUSSES (2)12d NAILS KICKER TO RAFTER' }� / `O It o w z r Q `g" 5 w H- 06-26-07 0.6 TW HETSTONEENGINEERINGPUTONSEIv4.1-p,CODEUPDATE SN 2x4 PT KICKER @ EA.RAFTER f a LU < a (2)12d NAILS I 12" ,) SHEET MAX NOTE:DO NOT SPLIT LUMBER. �3 A4b EYEBROW FRAMING DETAIL ._ 64764 N.T.S. SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVRLot3BkcI NOTE: I I FINISH TO BE ORANGEPEEL I I AT CEILING AND 30'H X 12'D I 30"H X t2"0 I TOP OF OPENING ELEV.6'-0' COFFER. WALL CAB'S: WALL CAB'S: AFF TOP AT I TOP AT T-0"AFF TYP. I T-0"AFF TVP. --- I 1-t/2 X 12'COUNTER W/PLASTIC LAMINATE CENPPORTS >1Fr ] AT 2 PINATE® ® ® DRY I 2xs AD1 I 6P�sH ( — I I STUDS 6" 70' MO 4'BACK I TYPICAL. I I DW I I KITCHEN o I N SPLASH p TYPICAL. I L _I CLG @ 8'-8' I M 2X6P.T. N v M W M GE ABO ERANGET I BASE- TRAY CEILING DETAIL H-I A1 TYPICAL BAR SECTION 1 OPTIONAL WALL 3 AD1 SCALE: N.T.S. o 2 KITCHEN W/ I AD1 KITCHEN I N m o AD1 PASS-THRU I 6'B GG. I WALL u NOTE: 1/2"HARDIBACKER IS REQUIRED 24"ABOVE I NOTE:SEE SHEET A2 1 I t� z FOR INFORMATION NOT PLAN VIEW: GARDEN TUB DECKS AND ON TUB FACE. SHOWN HERE. AD1 OPT.WALL Cgs KITCHEN i 1/2"HARDIBACKER IS REQUIRED TO THE CEILING W W FOR ALL SHOWER AND SHOWER/TUBS. -� HOOD/MICROWAV 30'H X 12'D 30'H X 12" (SEE SELECTIONS) WALL CAB'S: WALL CAB'S: WIDUCTLESS VENT TOP AT TOP AT U 010 AFF TVP. (2)3-BULB FIXTURES NOTE:SHOWER HEAD �N IQ�� � FINISHED FLOOR Q ® T-0" 78 TB CLG.SPLAY ' m I- L36'H \ �� MIRROR�1 c V BACK 4'BACK RAISED MC n TO 6'-t0'AFF. U I / IISPLASH SPLASH ' .. O . TYPICAL. TYPICAL. BAR CERAMIC t... __.. 4'SPLASH ' U AY. AY.O � 0 ,.[:)<(:. .1_I I d'SPLASH_[ - u Z SHOWER./ ' _ GLASS ENCLOSURE Z 111111111111111111 —--- ---- ' Q a< 39 REFRIG. 30'RANGE DBL SINK SPACE SPACE 5 MASTER BATH w 3 KITCHEN AT RANGE 4 O KITCHEN AT SINK 7 BATH 2 AD1 8 AD1 AD1 - eAD1 3-BULB FIXTURE 42"H O MIRRO Y PASS %/ THRU z s 00 ARCHED ENTRY - N O LAVA p BETWEEN DINING'1 V a OD O to &FAMILY ROOM o N 4'SPLASH 1"- I KITCHEN a0 O o n L6 o uiuf � N _ O ch c� FINISHED FLOOR 2 O ISSUE HISTORY: ZO w NO. DATE VER. DESCRIPTION APPVD 6 POWDER BATH Q e8 ARCH DETAILS Z N w z 06-25-07 .0.. TW HETSTONEENGINEERINGPUT0NSEIv4.1-p,CODE UPDATE XT AD1 a 111 o a J SHEET NOTE: INTERIOR ELEVATIONS CABINET ELEVATIONS ARE INTENDED TO ILLUSTRATE LOCATIONS A D 1 OF DOORS,DRAWERS,KNEE SPACES,FIXTURES,ETC. REFER TO SCALE: SELECTION SHEETS FOR SPECIFIC INFORMATION ABOUT CABINET 11 x 17: 3/16"= 1'-0" STYLES,MATERIALS AND COLOR OPTIONS. 24 x 36: 3/8"= `SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVRLot3BIccI SIMPSON HUS26 AT BEAM/TRUSS CONNECTION W LL a w'g °goy (2)2 x 6 SYP MOUNTED mow: TO TRUSSES W/SIMPSON "PIGGY BACK" sgi�'wwo HUS26-2 AT EACH END. ATTIC ROOM TRUSSES TYP. ooQ<Homw 2 x 4 TOP CHORD 2 x 4 LADDER FRAME 9�D„aw AT 16"O/C:FASTEN TOzoLL GIRDER TRUSS TOP 2 x 4 INSULATION �3LL 3J� CHORD W/SIMPSON LUS24 ` SPACER AT TC 10" 1/2"QUARTER ROUND 4 5/8"INT JAMB 12"MIN M 1 x RISERS o FURR CLG.DOWN TO CUT TO FIT V ALLOW FOR HVAC 2 x 12 STAIR ! 1I DUCTWORK. `'to STRINGERS j71/2" - 0 2x4 KW— 1/2" DRYWALL v c WIC FINISH BOTTOM c�.1 m`a OF STAIR STRINGERS. 1/2"DRYWALL - --: - U 2x4 fBLOCKING 1 x 4(MIN)CONT. SPACER g ; l ` --------------- (2)2XSHEADER. TRUSS TREAD & RISER DETAIL STAIR CAP SECTION W W 16"H WEB BOTTOM BRNG. SCALE:N.T.S. SCALE:N.T.S. ATTACH TO ADJA NT CHORD TYPICAL ICHE I TRUSSES W/(1) SIMPSON THA222 GARAGE @ EACH END. 16R@7-1/2"EA STOR. ao BEARING LINEN POWDER II Do FAMILY ROOM WALL BATH CLOSET 8068 SGD O H-sHEwes1 BEARING c+2 [J [] WALL m VJ u�i °'-°" FIN.FLR. O 2 x 12 STRINGER REF. EACH SIDE W/(2)16d FOUNDATIDNSLAB NAILS TO EACH VERTICAL STUD Z Q 32 AD BUILDING SECTION FFNCF w SCALE: 11 x 17: 3/16"= 1'-0" ~ w s 24 x 36: 3/8"= 1'-0" OUTLINE OF O .r� A-.- __ +__ COND.UNIT TABLE A U FASTENER LOCATION }112•THICK F&P w (J)N SCREWS CONCRETE SLAB SIZED PER UNIT SIZE PER SIDE NC MFR'S SPECIFICATIONS O LESS THAN I7 EACHSIDE I + - J ITTG24• PER SIDE 25•TO 36" PER SIDE R14 SCREW WI GASNETED WASHER: N 3 O GREATER THAN 36' (IWICAL)LOCAPONE NUMBER y O PER SIDE OR MORE OF PLAN SUNED PER TABLE'A•THIS SHEET 0 THAN S-TONS BV ENG. N O O N A/C PLAN DETAILS 'A H F (� OUTLINE OF 420 G0 CONDO NIT 921? O ISSUE HISTORY: -H .;I - 8 z p \\\ #14 SCREW WI GASKETED WASHER: Xt Q F NO. DATE VER. DESCRIPTION APPVD LOCATIONdNUMBERPERTABLE'A' ? co W Z I I P F THIS SHEET. g W Q Q 06-25-07 ,08. TWWHETSTONE ENGINEERING PUT ON SEI WAi p,CODE UPDATE SN e 4 N'I)./ D_ > p p- Z IN.GRADE H A C' _ _J 14�. ( N FINISH GRADE SHEET f , -;t ... V: I c # u+GQ3 A/C PAD DETAILS RENAT0 A_CAR0ITTI PE# 64764 N.T.S. AD2 31/C THICK F8P ELEVATION CONCRETE niFR PEECIRCATU SIZED NS 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES w� g zoom o�oosWa Fxoou��,o�� „m W M•-- SVR Lot 3 Bloc (2) SIMPSON MGT W/ 5/8" A.B. (6" MIN. EMBED.) CAST IN PLACE (OR EPDXY SET USING SIMPSON EPDXY) Z H� �z (ENTRY) �z a W EO GIROS III E�G��EER m Lq N of Co EXTERIOR N HTT22 ATTACHED BLOCK WALL E w TO TRUSS VERTICALLY W/(32) 16d SINKERS Z �+ W N ^ w LL O Q BEARING WALL INVERTED HTT22 ATTACHED ENTRY W 3 = Tj s SEE SHEET S6 TO TRUSS VERTICALLY I FOR DETAILS W/(32) 16d SINKERS •E HTT22 ATTACHED TO TRUSS VERTICALLY W/(32) 16d SINKERS 3-1/2" x 3-1/2' AD3 GIRDER HOLD-DOWN AT ENTRY PARALLAM e SCALE: N.T.S o iii- / L i ms`s t ' SHEET NO. ELECTRICAL LEGEND: ,} ® SMOKE DETECTOR ♦y CHIMES DOOR BELL CHIMES SINGLE POLE SWITCH 11.2 DOUBLE POLE SWITCH FLOOD LIGHT Cam- DOOR BELL D3 THREE-WAY SWITCH DIOSP DISPOSAL AD4 FOUR-WAY SWITCH 11 CEILING FANS ^ - 'I o SP PREWIRE SPEAKER 2DM DIMMER SWITCH CEILING FIXTURE STD. '`OPT. LI] JUNCTION BOX I I SCOUNCE O THERMOSTAT I 220V COMP. DBL 24'FLUOR.FIXT. I WIDISC MAINTAIN WIDIFFUSER I ELECTRICAL I MIN.12'CLEARANCE 4j 110 VOLT DUPLEX OUTLET ELECTRICAL PANEL I FROM COMP.UNIT. 110 VOLT SPLIT SWITCHED OUTLET PANEL ——"' dj 110 VOLT ARC FAULT OUTLET / � "" O AF DBL 24"FLUOR.FIST © INTERCOM SYSTEM P I t.h/ 1� CO 81 \Y�A> c' y J(` GROUND FAULT INTERRUPT yyLL �. It WP WEATHER PROOF GFI OUTLET DBL U'FLUOR.FIXT. GARAGE DOOR PUSH BUTTON II W M W/DIFFUSER. Co IJ 220 VOLT OUTLET 0 0 0 3 'C)F- @ SPECIAL SERVICES OUTLET 3-BULB WALL MOUNTED FIXTURE Jl� m DBL 48'FLUOR.FIXT. ` Y LL's LThIJ T.V.OUTLET \_ r , __ _CJ C V TELEPHONE OUTLET SINGLE 48'FLUOR.FIXT. UP r c5 _ 5 a� O TV ,3�' OPTIONAL RECESSED © RECESSED LIGHTING BATH FAN /'/ — FIXTURE.SEE COMMUNITY O @ L 'O MOISTURE RESISTANT m _ ~— STANDARDS O RECESSED LIGHTING FRN ' I CV m BATH FAN W/LIGHT EYEBALL TYPE PREWIRE RECESSED LIGHTING ,-/„ HOODOROMINIATURE RECESSED ■ ' ELEC.METER ] (J \ MICROWAVE LIGHT FIXTURE r YA AFAY \ 73✓ E"( Fyl' TV e OPT. ,SI I/ 3•'0• _ __ ____. rT, W UNLESS OTHERWISE NOTED: -,,v_ T. 4 / \\ 1.ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR AF PT 1 LIGHT CENTERED TO CENTERED LINE OF THE BOX TO BE:12"A.F.F.(GENERAL) ' ((]t ON WINNDO\W KITCHEN 44'A.F.F. ® _/ JA(F' ' \-------<)- BATHROOM 39'A.FF. ' LAUNDRY ROOM 36A' FF. +I'RFW ; ?yNEXTERIORWATERPROOF 12•A.F.F. /y /�I IRE Q GARAGE GENERAL PURPOSE 42"A.F.F. AF �q m RANGE 2"A.F.F. AF"tJ TV \OPT. m 2.ALL TRIM PLATES AND DEVICES TO BE GANGED,WHERE POSSIBLE. . PREWIRE AF - - - /I 1 3.ELECTRICAL SWITCHES TO BEAT 42'CENTERLINE ERLINE ABOVE FINISHED FLOOR. �� '4tAF EWIRE TV N. m a 4.ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY.ALL WORK SHALL OPT. ;----_______-- U REDONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE,LATEST ... AF - FORTN,BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE IT,- ------- AFFOR THE INSTALLATION AND SIZING OF ALL ELECTRICAL,WIRING AND ACCESSORIES.5.SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY NFPA 7OA. V (j FANSMOKE DETECTORS SHALL BE INTERCONNECTED AND CAPABLE OF OPERATING ON PREWIREEITHER AC OR DC(BATTERIES). ySECURITY ___ ____SYSTEM z6.ARC FAULT RECEPTACLES IN ALL BEDROOMS PER FRC 2004 ELECTRICAL. QRECEPT.AF 220V COMP. - u - -- \ \ L0 WIDISC(ALT ((��,, -\� I S LOCATION) - l.:/� • SECOND FLOOR ELECTRICAL PLAN =_____ W.. ISI OPT` r 11 x 17: "' 1' 'I FIXNRE 5W. 11 x 17:1/s"=1'-0" WIDi8c11 i'a '� IN AETIO.IIOV I O 24x36:1/4'=1'-0" II N II BY SODE READ OPT k==i Sri"--'•-� T''/ { } _ J I�� I / 11 W F 2 U IL a J- O C FOR LET IO GAR. N FOR NER. O 0 DOOR OPENER 1O N O th Z ISSUEHISTORY: ;------------------------------------ z NO. DATE VER. DESCRIPTION APPVD I z O ui H 06-25-07 04i. TW HETSTONE ENGINEERINGPUTONSEIv4.1-p,CODE UPDATE SN CL > _ D- SHEET O FIRST FLOOR ELECTRICAL PLAN - E 1 SCALE: OPT. - - OPT. 11x17:1/8"=1'-0" `24 x 36:1/4"=1'-0" 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES C PATIO OPTIONAL BROOM FIN. BAY WINDOW CONC.FLR. W FLOORING (44) i (30) II W M r -CAFE' FAMILY ROOM I l i r C CARPETED ti c comma ----. '- - CARPETED 3 iI ;._BATH (2)I BEDROOM 3 ' - - CARPETED ------ -- ------ ---1; W : --------- �-----,I (12) ----- \ / LINE OF OPTIONAL TILE HALL CARPETED MASTER SUITE C7 2( (17) CARPETED BAT _ DINING ROOM V (10) CARPETED (5 _+__ _: ARPETE(22) BEDROOM 2 BEDROOM 4 CARPETED CARPETED !-- `) (11) (13) ; ; ; ; _' --*-- -liii- STAIR STORA E__j ARPET ----. (51} ----- LIVING ROOM MASTER BATHE CARPETED - (20) Z ( ) STAIRS Q ED7 LU c iiiiwu. FOYE SECOND FLOOR FLOORING PLAN ... (2 -'� � �-- ••: II II I SCALE: ; `� IIA II ------ ,1 1, ENTRY BROOM FIN. I` I CONC.FLR. (23) 2CARGARAGE ------ ---__- - CONC.FLOOR 1v 3 0 I-- N 1D N N O O IBC .. _ O ISSUE HISTORY: -------- ].................. ..... !OR it O NO. DATE VER. DESCRIPTION APPVD , t; 1 sH/ Z 3 Q06-25-07 OF. TWWHETSTONE ENGINEERING PUT ON SEI v4.1-p,CODE UPDATE SN 7 / 0..d > O a i" I � SHEET FIRST FLOOR FLOORING PLAN �Od SCALE RE}`1 \ J - -;',.)!-_I Fu T 647 11 x 17:1/8"=1'-0" 24 x 36:1/4"=1'-0" "SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVRLot3BIccI MECHANICAL LEGEND PATIO OPTIONAL BAY WINDOW RETURN AIR- CEILINGS__ w o 5", W M RETURN AIR-WALL CAFE a LL. FAMILY ROOM AIR SUPPLY L o N m d I I THERMOSTAT ` f -------------- wa_C_7�r ------------- O BEDROOM 3 -_ KITCHEN HALL MASTER SUITE 0- �� O DINING ROOM N BEDROOM 2 RA BEDROOM 4 AH ® m STORA E }��r STAIR i-� ----------- ---- ----- -------- ----------- •------ ------ - LIVING ROOM X MASTER BATH - ---- - z 11111 m( STAIRS Q w LLI c W. FOYE SECOND FLOOR MECHANICAL PLAN _ _ SCALE: MAKE-UP �IAH 11 x 17:1/8"_,'-0" AIR GRILLE I: 24x36:,/4"=1'-0" u l ENTRY 2CARGARAGE ------- - -- a o � O u) N In O N O C') z O ISSUE HISTORY: 0 Z O W NO. DATE VER. . DESCRIPTION APPVD z of W z g w 1 06-25-07 pb. TWWHETSTONE ENGINEERING PUT ON SE!v4.1-p,CODE UPDATE SN a > L) O_ SHEET FIRST FLOOR MECHANICAL PLAN 17: 1x1 M 1 24 x 36:1/4"_,'-0" 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES c ROOF/WALL wo CONDITIONS J2� VARY W/MODEL PLAN. RIDGE VENT 3 1"o z A34 CLIPS EACH - - uoo�±iw SIDE AT EACH uwwF RAFTER OR(2)16d FLASHING-N NAILS AT ANGLES SMALLER THAN 45 DEG. SIMPSON HETAL20 2 1192(12)1 Od x 1-1/2'NAILS 2 X 6 NAILER W/(3)16D LL.�e 5 @ EACH TRUSS - LFIBERGLASS w Q o ooh 2 X 6 P.T.RAFTERS - ;- ,: SHINGLES w3- 3124"O.C. 04 ------ """�"�- _ _ (TYPICAL)TO LIVING E e'x e"K.O. OF MAIN LMNG AREA /2' 8-0"TOP OF BAY '� BLOCK 2X6 : 1 #5 CON T. BLOCKING 6 ALUM.FASCIA T1"BAY CLG.HT. ---' PITCH BREAK M 6'-8"WINDOW HD. - - _ _. PITCH ........ y N OO PRECAST LINTEL W/ _ BREW (1)#5 CONT. - 12 Lu M 2 X4 BAY CEILING FRAME ' - R-19 BATE INSULATION ELEV.8'$" C C N B"P.C.LINTEL ----------- - '----- --- TOP OF MASONRY Q•9 ALUMINUM O.H. C SH WINDOW. 12A a 12A 'a''�O C PRE-CAST / WINDOW SEAT m N m d CONC.SILL O Wz v Z D'-0- B'-0"FIN.FLR.REF. _ W-0"FIN.FLR.REF. OUTLINE OF BAV WINDOW t'4 Ey 12.4 1T0. ...reT ' 1z.4 m EXTEND 16"X 16"HOUSE FOOTING ^ UNDERBAVW/(2)#5 BARSCONT. OPTIONAL LANAI WITH BAY WINDOW SIDE & REAR ELEVATIONS SCALE: 11 x 17:1/8"=,'-0" 30'-0"SECTION (&- BAY 24x36:1l4"=1'-O" " N.T.S. COVERED 17510' S S2 COVER ED LANAI m C MASON: USE THIS PLAN TO LAY OUT WALLS AT WINDOW BAY. ALI 14 S H: 1A4 S H: = d 2'-1" 3-61/2" 2'-,' 4'-51/2" 19-7/8"x 50-5/8'H M.O. iCAI. 1W7/8"x 50-5/9'H M.O.TYPICAL. (WINDOW W/1X P.T.BUCKS AND (WINDOW W/1X P.T.BUCKS AND ELEV.3-1/7 1/4•SHIM SPACE ALLOWANCE 1/4"SHIM SPACE ALLOWANCE 4■ ■� AT(3)SIDES NP).FOLLOW AT(3)SIDES TYP).FOLLOW 6'-6" 8-10" 2'-6 z WINDOW MFR'S INSTALLATION WINDOW MFR'S INSTALLATION INSTRUCTIONS. INSTRUCTIONS. ii i COMP z ■ ■1 ■■ Q a W A ---- 2" OPTIONAL BAY WINDOW U SEE SHEETS Al, A2, & El FOR BALANCE OF i PLAN & INFORMATION NOT SHOWN HERE. ~ g T-8 3/16" (T-8-1/2•MAX) ¢ F I TOP OF SHADE WALLS @ B•-D•AFF. OPTIONAL LANAI WITH SAY WINDOW FOUNDATION PLAN = •' F'F " o 3'-6 1/2" : , - •.. (2-1"MAX) (2'-I"MAX) SCALE: �I�• 2'-0 27/32" 5!" 2'-3 1/4" 5/ "2-027/32" 11 x 17:1/8"=1'-0" _ 24 x 36:1/4"=1'-O" ........ ,. D 45 45° = ..a �8 ■ ■ (yr' x wf Q Q USE CEILING FIXTURE 8.6. � / N WITH COVERED _ mm "T51" OPTIONAL I7'X 10' r/'('1 �3 O (p O O COVERED LANAI LANAI OPTION "4 O tJ O 76"WI"AFF O W q u1 O r - 3 0 SUE HISTORY: OLL.__ -_._ ■ 610" Bose SOD 2 T 14SH \ OyS ■ ■ J9O 8OTTOM OF PRECAST LINTEL AT T-4'AFE O CAP 8068)00 0 IS ® ® 0 w NO. DATE VER. DESCRIPTION IPPVD •■ Now ■ A / I Z >c/1 "0 W W Z A06-25-07 0.6_ 11111ETSTONE ENGINEERING PUT ON SEI 84.1-p,CODE UPDATE SN a - - - - - [[] SHEET PARTIAL BAY FLOOR PLAN OIL I'3{, „ �WITH BAY MOM FL I PLAN PTIONAL LANAI WITH BAY WINDOW ELECTRICAL PLAN O S 3 N.T.S. SCALE: SCALE: 11 x 17:1/8"=1'-0" 11 x 17:1/8"=1'-O" 24 x 36:1/4"=1'-0" 24 x 36:1!4"=1'-O" 'SEE PLANS DATABASE LIST FOR DETAILED DESCRIPTION OF CHANGES SVR Lot 3 Bloc w O 2 z 0 o m <iTi .D^z0 RETRO-FIT MASONRY FASTENERS ROOF FASTENER LEGEND 3u' �oG m OSIMPSON HETAL20 TYP @ MASONRY CONNECTIONS g d ove N oe�=oou�io��u I. SIMPSON HGAMIOKT MASONRY ANCHORS LPTA ANCHORS, DOUBLE SILL PLATE. SEE DETAIL THIS SHEET MAT BE TO RETRO-FIT MISSING USP 1 SIMPSON HE TAL20 + HGAMIO 2. SIMPSON HTSMI6 FASTENERS USING Mo (4)1/4'0x2-1/4' TITEN MASONRY SCREWS MAY BE USED TO RETRO-FIT MISSING O W(2) SIMPSON HTS20 / (24) 10d NAILS EA. c:� SIMPSON META16 TRUSS ANCHORS / / / / / / // / o ¢w / 2x4 LADDER FRAMING @ 16' o.c. FASTEN FOIE CONTRACTOR SHALL REFER TO THEca`n / /// / rr 7j// //,jr'// 10 TO ADJACENT TRUSSES USING SIMPSON LUS24 : / //' f' FINAL TRUSS ENGINEERING PACKAGE FOR / ,/ /r - / W/ (4) 4 NAILS INTD TRUSS & (2) IOd NAILS m N CONSTRUCTION. // // j j}�F', /// % INTO 2x4 LAO➢ER JOIST. C) UPLIFT VALUES THAT MEET OR EXCEED / // / // // / / r a 1000#AND REACTIONS THAT MEET OR / / - // // // // // r 11 HT T22 ATTACHED TO TRUSS VERTICALLY TO HTT22 // /r/ /r / r / // / INVERTED w/ 32 16d SINKERS EXCEED 3000#ARE SHOWN AS NOTED- THE / // / / /r VALUES ARE BASED ON THE ENGINEERED j j �/ // �/ j/ /r / r7l TRUSS LAYOUT MANUFACTURER.AS PROVIDED BY THE % /�/ �% %% �% �i // / 12 SIMPSON HETAL20 + MGT ^z // // / / 9 / 13 (2) HETA20 + HTSMI6 OD / r r iI ' �� � /r/ / /% / 14 SIMPSON H10 TYP @ 0/ODD CONNECTIONS / / / / j/ j i v 1 y / / / � /� i // / ,� �ji; DENOTES GABLE END DIAPHRAGM SEE NUTS 5.19 /' / / iji SHEET S-1 FOR NAILING PATTERNS i it ii 9� // //3 / 2 / i // it it rr / / / / r// j/ // / �lYlw FLAT Urro/H SeCL/n 10 AVJ/2 /2 //255 W11Y Hu526 2 12 ' ', / ' y �xf �SjJ 2 NAiUUG NS0 2x6/25 50/25-1 F P _ O J 1 f��� ��s,/�a �fG��jO o } pAp AL55C0LLA TIC ATTACH GABLE TRUSS T❑ PLATE WITH 16d @ 5�CLap 10 3Or`O.M CHOP OF FLAT G Tip WIN HU526 FLAT GQUp //////////r/// // /ir // // /i / 4" ❑.C. S T A G G E R E D i / / / / / // <2) 2x6 P.T. SILL PLATE PLACE SHEATHING ELUSH // // �/ /// // / /// // // �/ / B❑LTS @ 24' ❑.C. MAX DOUBLE SILL DIA T TN . I VET CAL M�M3�PM0V�G h°'��5 p0� r i ///// // //// // // / // / / G l ir'G. CONNEC,O\555 - - SCALE. N.T.S. 7 i ?d0( -. PARTIAL-TRUSS DETAIL ROOF FASTENER L t4 Y0►lT SHEET NO. fi T f�t+�a'i lY ti H f tJV I � `' EL EVA TION 'B' WI DORMERS BEDROOMS 2 & 4 & 4' GARAGE EXT. : r30 5C - - 4764 SVR Lot 3 Bloc ot <� g RETRO-FIT MASONRY FASTENERS s= G o 1. SIMPSON HGAMIOKT MASONRY ANCHORS MAY BE USED TO KEYED-FIT MISSING USP LPTA ANCHORS. - o 2. SIMPSON HTSM16 FASTENERS USING (4)1/4'0x2-1/4 TITER MASONRY SCREWS -�N MAY BE USED TO RETRO-FIT MISSING ^� SIMPSON META16 TRUSS ANCHORS Q w� � C� NOTE: CONTRACTOR SHALL REFER TO THE S C FINAL TRUSS ENGINEERING PACKAGE FOR ROOF FASTENER LEGEND CONSTRUCTION. UPLIFT VALUES THAT MEET OR EXCEED SIMPSON HETAL20 TIP @ MASONRY CONNECTIONS 1000#AND REACTIONS THAT MEET OR EXCEED 3000#ARE SHOWN AS NOTED. THE VALUES ARE BASED ON THE ENGINEERED 2 DOUBLE SILL PLATE. SEE DETAIL THIS SHEET. W C7 TRUSS LAYOUT AS PROVIDED BY THE z MANUFACTURER. DENOTES GABLE EN➢ DIAPHRAGM SEE%%/ SHEET S-i FOR NAILING PATTERNS NOTE 5.19 NOTE: THERE ARE NO UPLIFTS GREATER THAN 1000 LBS W W THERE ARE NO REACTIONS GREATER THAN 5000 LBS z 2 v� O w Z N Z w N � � ya w = _ _ z Z) O _ g ROOF FASTENER LAYOUT c COVERED LANAI OPTION (ALL ELEVATIONS) ATTACH GABLE TRUSS TO PLATE WITH l6d @ / Liii 4" O.C. STAGGERED (2) 2x6 P.T. SILL PLATE PLACE SHEATHING PLUSH WITH 1/2"oxl2" "J" w/ MAS❑NRY BOLTS @ 24" ❑.C. MAX DOUBLE SILL PLA T4- ETAIL . SCALE, N.T.S. 2 i? SHEET NORENA10 ( f:2 r 64764 as S-5D .: For Masonry Rough Openings DOOR COMPONENT SYSTEMS ___ HH H HI H :rrrrxrrrrrrnyr.n nrrnr.rr nnrYrrrnnr�rnnrrnnnnnnrr{{ } _► t i i t 1 1 1 t 1 I I I5}Screws per . /SiScrnwsper 2 S gar ► Skfa 27 77.5' 5s -€tt5 sir spacing tat s_ .M. ✓mss a 17 5 _ slOe of 17 5 .. ..- at 1,5 6/0 units spaiag for suctng ko tnt (TI Screws per tslf nsifs 6 8 0505 s18elO14' ;e l ScTews PRr i$�s S`i'r (3J ;;€wIser spacmng for a:f4" swat 8/0 suits s for 70 foe E Single door unit with one sidelite Single door unit Single door unit with two sidelites Double door unit z O g O w (boxed construction) (boxed construction) J J � � Q a 7 w z 0 o O Z II Il II ll Il Il li Il Go < o . _ o Z 0- J M SILICONE APPLICATION MINIMUM FASTENER COUNT € .,. 5 fasteners per vertical framing member and 3 in header for 6'8"units, € 7 fasteners per vertical framing member and 3 in header for 8 units, Apple silicdne LATCHING HARDWARE rubber sealant In Compliance requires that ANSI A1565 GRADE 2 or better cylindrical and deadbolt security three rMlit to a lock set be installed.Follow assembly InstructionsPDF-AI-X• high x 314'wide. NOTES* SHEET NO. 1. fasteners recommended for this unit are 3/16'x 2.3/4'Tapcon screws calculated by the lowest fastener rating for optimum anchor posYoning- 2. The Tapcon screw length is designed for 1-t/4 minimum embedment into the masonry. 3. Sealant recommended to adhere sill to subtloor is 100%clear silicone rubber sealant 0X0 units(66')use approx.120a of silicone.XX Units {72`)use approx.16 oz.of silicone;X units(36')use approx 8 oz of silicone.(1XX triple units(108"'}use approx.24 oz.of silicone'.0XX0 dual o u b I e door u n I t W I t h two s I d e I I t e S units(144`)use approx.32 a s.of silicone,Silicone rating:ASTM 0-920,Class 25,Type S.grade lS.OAP product number 08541. 4, For installation in wind-borne debris or tugh-velocity hurricane zones,add 3 fasteners to sill. ATI Nos..01-43054.01,01.43054.02,and 01-43054.03(Arthrtsctural Testing,Inc_.York,PA) 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 +47.0/-47.0 6181.5 N XX 6' 8" 6' Opaque Door + 50.0/-50.0 6184.6 E OXXO 6'8" 6' Opaque Door + 50.01-50.0 6184.7 o 6'8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 OXXO 6'8" 6' Opaque Door + 50.0/-50.0 6184.8 6'8" 3' Sidelight Glass ODL Screw Frame + 50.01-50.0 6184.8 K o X 6' 8" 3' Glazed.ODL Smart Frame + 55.0/-60.0 6142.1 z CC3 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 OXO 6' 8" 3' Glazed ODL Smart Frame + 48.0/-50.0 6142.3 .E 6'8" 3' Sidelight Glass ODL Smart Frame +60.01-60.0 4177.1 XX 6'8" 6' Glazed ODL Smart Frame +47.0/-47.0 6142.4 OXXO 6'8" 6' Glazed ODL Smart Frame +47.01-47.0 6142.5 6' 8" 6' Sidelight Glass ODL Smart Frame +60.0/-60.0 4177.1 X 6' 8" 3' Glazed ODL Screw Frame + 50.01-50.0 6142.6 XO or OX 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.7 6' 8" 3' Sidelight Glass ODL Screw Frame +60.01-60.0 4177.1 OXO 6' 8" 3' Glazed ODL Screw Frame + 50.0/-50.0 6142.8 6'8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 XX 6' 8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.9 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 OXXO 6'8" 6' Glazed ODL Screw Frame + 50.0/-50.0 6142.1 6' 8" 3' Sidelight Glass ODL Screw Frame +60.0/-60.0 4177.1 SHEET NO. D2 MODELS 11OR (24 GAUGE) REV DATE MODELS 120R (25 GAUGE) of 7/2002 NEC- T.WDS WERE -37 -555 DES Pusa+NUT TESTED 16 GA. PALMED END STLES ATTACHED TO DOOR ONE INTERMEDIATE STILE BEWEEN EACH EMBOSS LOCATION. SKIN WITH PATENTED TOO-L-LOC SYSTEM ATTACHED WI TOG-L LUC OP& BOO r\AIAT16JEATV6 OP BOTTOM &CENTER). HORIZONTAL TRACK SUPPORT(3Y AND uRtnwE ADOFHE.SNE(A A DOUBLE STILES DOOR INSTALLER (TO SUIT) O!'1KFNJAL I/$-ACRYLIC OR TOP MID BOTTOM RAIL SNAP LATCH ENGAGES f14%5/8'SHEET►ETAS '. S ARS$GLASS LIES AVAILABLEITH PATENTED TOG-L-UDC SYSTE►1, ONTO VERTtGRL TRACK HASH TOP BRACKET DOOR COUNTERBALANCE SYSTEM (SEE SECTION B-B} ONE SNAP LATCH ON HORIZONTAL a f AL ,c -STILE a o o T3 GA ITALY. STEEL FLAG BRACKET. OUTSIDE 1 4'x3 4'SELF` -E KEYEI) END 14 GA.ENDItitf 5� WS. 18 C-A #TE HIt HLF. l�i#Hd kXN . .C' INSIDE HANDLE ST1E1lI -' OUTSIDE KEYED L 22SS �T 1. w SNAP LATCH_L0G34 OPTION 0 I'DOOR OVERLAP (EACH SIDE) 2'GALY. STEEL.TRACK, _ STOP MOULDING BY DOOR TNsD END R(TO S[Ni'} TRACK THICKNESSS: .083' TWO POINT LOCKING END SLIDE BOX.T IS GA GALV.STEEL PAINTED STIf IHTD TRACK. STILE 3Df34 + 2x8 YEUAW PINE JAYS 18 GA.GAIN.STff.3.DOUBLE DID STILE INTO VERTICA TRACK.ONE 20 C.A. GALV. STEF3.INTER SIZE 9 LOCK ON z 7YP.2'1/2`x12 GA. CALM. w STEEL TRACK BRACKETS. EACH SIDE 12 GA. GALV. STEEL TRACK o DISTANCE BETWEEN BRACKETS Of DOOR BRACKETS FASTENED TO WOOD We16 NOT M EXCEED 14'O.C. A OPTIONAL OUTSIDE KEYED LOCK POSITION LIB 11( .B T WITH 8/16 zT--5Jj�g' LAG^.aCRE.4MS OPTIONAL VENT BRACKET USED FOR lA�d NOT TO EX42ED 14'O.C. —MAX DOOR WIDTH -18`-2' DE BOTTOM DOUBLE END STILE. t7f18'NUT OR PUSHNUT �Ft ODORS TOTAL B UP PER o HIGH), INSIDE EI FVAT_DHN4 END INSTALLED 4X"3 RtOLLER SHAf7 (7 IOTA.BRATS PER SIDE STILE FOR UPAIE.'STRICTED OPERATION FOR DOORS UP TO 8'O'HIGH). STILE I 2'GALV-STEEL TRACK FASTENED TO 14 GA GAIN. STEEL ROLLER HINGES ' NOTE 1: FASTENED TO END TITLES EACH W ) 18 GA. GALv,STEEL CRATER HINGE DOUBLE TRACK DOORS UP TO 7' HIGH CONSIST OF 4) SECTIONS NS ill 12 Kt A. EACH 14x5 BRACKETS. 'SHEET METAL SCREWS FASTENED TO HINTER. TITLES W 4} LOW HEADROOM IS DO S OPVER 7-0'HIGH CONSIST Or(() SECTIONS �SHIOWN}. OUTSIDE [2} 1�SELF TAPPING SCREWS PER #14x5fB'MEET METAL SCR . AVAILABLE AS AN OPTION WITH ONE I/4'x5/8'BOLT&NUT NOTE.2 THE DESIGN OF THE SUPPORTING STRUCTURAL.ELEMENTS HANDt£ OR TWO 1/4'>D0. RMETS. SHALL BE THE Of THE PR HONAL O F LOCK 8NR 2'DYE. LONG`STEM, 10 BALL STEEL.ROLLER. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LASTED ON i TRACKSIN PREP LION OF dla95 BY 0Tt R5. C—CTHIS DRAWING. OUTRIDE KEYED _ RAP LOCKING EAE31 SIDE HORIZONTAL (TOP;JAMB \L/ FRONT FRAME WITH U.Y. _-- OF DOOR. _ (NO LOAD FROM DOOR; COATING ON OUTSIDE SURFACE SUPPORTING NT et I ALL THE LOAD FROM THE DOOR IS TRANSFERRED TD THE TRACK AND THEN FROM THE TRACK O TO THE 2x6 VERTICAL YELLOW PINE(GRADE j2 OR BETTER)JAMBS. NO LOAD FROM THE DOOR Z OPTIONAL 10 SCREW IS TRANSFERRED TO THE HORIZONTAL(TOP) IAMB. p FASTENER DSB GLASS OR .≥ate 2)ALL.kWB FASTENERS MAY BE(BUT NOT REWIRED)COUNTERSUNK.TO PROVIDE A FLUSH MOUNTING SURFACE. h -y MOLDED INSIDE 1/8'ACRYLIC SECTION B—B LITE RETAINER 18x3(4 PAN HEAD SCREW Ih/ E r THICK— t10 SCREWS PER.LATE}'S) JJ STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN ((3� 2x4(UP TO 9VM8' I,E OPTIONAL SSIUwi ON TEAS DIAWII¢w ss THE OR(3)28 ((UP TO IS'2'Wx8'H) PRESSURE TREATED GRADE#2438 BETTER WOO))STUDS OF A ST Q a WBM LAID CF THE RUO*BA LAC CODE GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(F'). MAX.O.C. MIN. $0, I— w 1.t)6UT Bas LET WI'ACI STUD WALLS TO BE COTYTINUOUS FROM FOOTING TO TIE BEAMS. I OF FASTENERS IN BET.1/x16.,.4 CF INC ITIWE A SUA.ONIC CODE. (t SECTION A=(SIMGE 1 �, BLOCK WALL OR CONCRETE PERJAMB Z o 12 GA. CAD.Y.STEEL TOP K 2x6 WOOD,IAMB SHAH BE ANCHORED TOO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. 2x8 Vc'RITE,AL.IAMB EACH BRACKET ATTACHED W 4 14x5 8 BLOCK WALL CELLS SHALL BE FILLET)WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING SHEET METAL SCREWS.A0.Im ATTAL TIED 4' INTO THE FOOTING AND INTO TIE AMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS 0 To TON'BRACKET WITH (2) 4/4'x1/2"BOLTS AND TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE p "• FAITS PER BRACKET. DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. . E1 2-17x' 2x6 JAMB TO SUPPORTING STRUCTURE N: 0 N 5/8'm''} (NOT TO BE USED FOR ATTACHMENT O F TRACK BRACKETS) • z SHIP LAP JOINTS. DOORS UP TO tAXIMUx8`N G—CHANNEL MAXIMUM 16 GA GALV. STEEL MIN. No. OF ION CENTER r FASTENERS I DISTANCE STEEL PER VERTICAL BETWEEN WASHERS "^•-T4 GA. GALV. HINGE. BUILDING TYPE FASTENER TYPE _.... JAMB FASTENERS REQUIRED? EACH HINGE FASTENED TO END 2,000 PSI N. CONCRETE I/4" x 1-3/4 7 MIN. EMBED TAPCON CONCRETE W000 FRAME 3" (i— /8"EMBED LAG SCRW(A51M ANCHOR 9 11 YES t O.D. AND C W/{4}}�I14x'Sf8'SHEET METAL _ - _ AND (2) 1/4i f4'SELF TAPPING SCREE, BO BLOCK 2,000 PSI lAN. cRETE x 17-1/2" Na.INCLUDED (SEE VIEW`B') ONE 4'TALL* 16 18 GA. C-CHANNEL PER DOOR SECTION. k4m wmmwmA P. DESIGN LOADS: +37.0 F.S.F. & -41.0 P.S.F. 1 4x3 4 SELF TAPPING SCREW PER STILE LOCATION F1AttEYt PL/assts nEty MIRTH OWOsxx P.C.mss TEST LOADS: +55.5 F.S.F. & -61.5 P.S.F. 25 GA Mme. EXTERIOR SKIN WITH C 4THIS DOOR OR EXCEEDS THE DESIGN ORIGINAL DRAWINGS ARE SIGNED IN BLUE GALVANIZING, BAKED-ON PRIMER AND A THIS DOOR►EETS OR EXCEEDS THE DESIGN LOADS FOR THE WIND SPEEDS LISTED BELOW INK WITH A RAISED SEAL (EMBOSS). BAKED-ON POLYESTER PAINTED TOP COAT 1-1f4'WIDE x t8 GA. GALV. STRAP. (5) PER DOOR SECTION LOADS FOR THE WIND SPEEDS LISTED BELOW ADDING TO THE 2001 FLORIDA BU NG APPLIED TO BOTH SIDES STEEL SKIN. SON IS'WIDE DOORS, EXCEPT(6) STRAPS ON 2ND{LOCK} ACCORDING TO THE 2001 FLORIDA BUILDING CODE (� 9& FOR THE FOLLOWING _... -. V 44 SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED CODE_(ASCE7-98 FOR THE FOLLOWING CONDITIONS: I)1 ARTWIY-ENCI0S€U rx:., x+AF CTL I s I E6 SHEET SHEETS rW vo* w.. REV....:. WITH(3) 1/4'x3/4'SELF TAPPING SCREWS(TWO CONDITIONS: 1) g LOSRD—�'2) DOOR 2) DOOR HAS 2' OF WIDTH IN BUILDING S MANUFACTURED 1 T 102817 01 SCREWS TO DOOR, ONE SCREW TO C—CHANNEL.}. HAS 2'OF WIDTH IN BUILDINGS END ZONE. END ZONE.3}O ACTOR 1.0 4 JVIY 3 FACTOR OF I.O. i ANY ROOF SLOPE W3'1n t1s> BY DESCRIPTION13 GA. GAi.V. BOTTOM BRACKET WIND SPEED HrI'+3 5130 5140 14 150 EXIK SPEED PH s 110 120 12 130 AAva 3DWW ATTACHED WITHG{2}'JI4x5/B`SHEET METAL SCREWS. EXPOH RE LEVE1 B a C B G B URS tEVET B O 30' T5'G B C 8 0' DOUBLE CAR MODEL 1 1 ORW6 & 120RW6 MEAN ROOF HEIGHTT 30 3 IM ROOF HEK�IT 3Q' 30' 15' STD' GATE SCALE +37/-41 PSF DESIGN LOADII ALUMINUMEXTRUSIONdo 1iINYL WEATHERSTRIP, 8/13/02 NOTELO a Pwd.sAs Co ft w s R°' VW (513) 770-.moo SHEET NO. TM miraxq.m.Me depleted A.r.d,are the Sal. 8585 DUKE BLVD, d tI a tlupuy Bui�nq H4ccbr Cwnye MASON, OH 45040 USA b.,apradsxtmd M Sty foes wIihou3 Be 4*Itt.n pnge . (711E? 06MI.o et tae r I PesdI Ii* D 4 T � u11N t t Via.. ta8O t5a/t WIZOHThL °t t € '+t A S1S- c t m r#t ?3 Et�EE)M�IS � SI Iti As xi 0 . r A yTM E13o0 BI�EN ,: ₹tom.TYRE ,�t1 t rat-: 3/�'%TOJ r N1#tES w1H®Ow� t �: -_ t1EIG RFQ3,,a in FRAME FRARlE 13w PA13T1AUY I 1t 3e 7.T:7 MttCF#ES) H fKs' * .<4 24�1 s A (S6E[ l = MINIMUM t 48EDMEItL1., t 1.,14, MII�tIk1tJ1�t MMMEL�LT kCl.�5 €Q 1tiiLplN : 0FE7JtE�G r i14 e ° R : YA7.� AT,F ri6d. :: t Lean cA��a rt -x 24: —8O 2: .: 2 2 2 2 2 914$t8s/ 80 ( IN57AU ,TIO 1 AE H©R- 24 . '_3i6 _ MESTALLA`T R AI lCItb1L 2; 2 El $3 ;{SSA3,�i6' DEA,TApcbN - 0 Et 70 -- 24 x: 2: 22 2 2 70 x q wm CITHEF '•, xuut-1�L"1 u Y1Nn43W Ft1Awt vNoow urea 55 war} 1dA5tN1I2Y t≥� r11tG 36 24 BY OThERS4 38 <x 3880_ 2: 2 2 2 2 2_ 53/4 x 159 ;{} EXTERIOR 38 c 42 80 2 2 2 2 2 x 7 5j50 OS8) C E8Y £I11M AS RE1 t; 36 :x: 8; -T6 2 2 2 5 x 4 o BUCKS OTHER (SEE arks) G:TI CAN 2 ;► eY orHL rz 36 x 2. 15 L=K —Q ass ) 1NS7At[.A' t AN I t1R" N 000 sti x 48 x 12: —80 2. '2 2 2 2 Ef /4:x.7 S/ (SS 8) 3/f8 DIA T PCON CAULK BETWEEN SHOW 48 x 24; _ fl ° 2 2 2 2 2I 19 5/s 70 ' SSB} WoOD &. 48 x 36 —80` 2 2. 2 2 2 2 F'2! I4'x /8 ) 1ciA t RX OPEN øG G BY OTHERS 48 c 42, —74- 2 2 21°3f4`-x37 T50 (DSB): 48 x 48 —62 2 2 :2 2 2 2 213/4 x WS/8_ 50(3/-16) DiAt}Lt{BETI�(EE 1: WtldOflVl 11/4 A LLN 4$ x 55 —52 2 2 2 2 2 x 4 /6 —50 ,t1+" NT 60 x '12 --8b 2. 2• 2 2 2 2 /A x 7$ =8U ILr�1cE &:WOOD;auk - .. ( � -124 O o x ism) MAX. 60 x 3fi —80 3 2 2 'isc $! —55 (058) 60 x 42 -6 3 3 2 3 3 2' Z7 3f+ 7.S 8 47 (DSS) LtaIEtE1t cA1lLfC lvi 4 2 2 2 2 Z: 2 �3 /8 —49 (SS8)// 24 t3. WAX. 2 3' 3 2 3 3/4'�c 50 — fl 3 t 6� » 72 55 —��i� 3 3 .2 1) as.REQUIRED AISJAcOlr 1b t aS1L1�1TION At f ;,?41 LOAD stall MAX- '� S ALLOWABLE; S JiE Td 1 t +' FIELGE T' R' "ToI THE lw UU EM'1115 An HEIGHT c sxt�ut,aa APPROVED EQUAL H K PEtt11TEEt SEAL A$4tlND EXTERIOR OFvANDQW Fi AN s iNft t1?iN ) tx CK shwa ARE 8 Ow .tos GAr?Aar OEKY OE t?RSSURFS -�pp #AS6 THIS iQ$MIIS f 1 t?PER:ASTM-I t'oO( A55 {MT AND Tti FLANGE uw FRAME YVt #(1 1 R v MUST S►LL ? 1PAT1 R C1ssTacEu�rrt�To1x to a ii u Sic rt LO VU VE'` E VA ION A: k R+sfAGLAmo VA ,W -00R sPn w4m OAK us±s aE �,, ��a► x natcs � ranTE A3�lU ABOY£' VIEW FROM EXTERIOR' �N 1`At I - THl�t1 24 f'ER16kErEl3 G1hllLK 8S ° 1 YfF t 7t{i€�' I aRe1 tfA5Gti31 3.I 0 t3'f#37tfEt3 St�S11iA 1£ At Lt1cA11S � ?1»t'W 1�M*R1`�BUT 7H?►�r cs;G.; 9? W S AC't* W S'!f{1T'Li D-tR ASR-:£21 ART.-. ROAN 7Y-11:+TE0:M1Ft NEXT L+►1tG R= ZE 11R11"i► CrøbE Rd} n.TX 106P8-lox-81'4d222'Dft' fir( 15351 PRE CAST sru ASSE;EaLv DRM V1NG BY<O HERS '" CAULK BETWEEN WINDOW FLANGE SERI 1 S 1480/1580/1590 HOIR Z TAL'SUMM,WINDOW PRE CAST SILL WITH VULKEM Iy1x11, CN1(O SCALE 116 ADHESIVE CAULK OR SECTION 1 APPROVED EQUAL AR LP N/A SHEET NO. SECTION f2EY D+4 E B DRVi G NAME 03/31/05 12/0 B 8103 N TAi I M101+! 14 wi 5VRLot3BIo ki COMPARATIVE E ANALYSIS & TAPcON ANCHOR CHART AS1 Eta br PR1REi MER Cf 09tIAFIAfI DAB BEAN= SIZE_UNCHESL CAPACITY IN PSI RE )JMFFAW RFQNFRN ASS SZE 1o1 iNtt 1N-1 F2Al+E. FFt I [[T _2_ 1c�'14 5p. .(SSb VMDOW CAULKOVER. 2 X 48 52 32 2 2 3 2 2 3- 721f4 H ( s. 32 x 52 _ — 30 x 2 1/4 65 DS8' X] -PERIMETER'CAULK 32 x to 46 46 2 2 3 2 2 :4 34 xI/4 --65 DSB) FIt T1PI r+ $Y' OT E 2� x 72 40 40 2 € 3 2 2 '4 3D,x # 50 DS�3 WINDOW_ S E l.C 36 x 2d — — _ _ _ 3° 121/4 —60. ( ): FRAME HEADER 36 x 35 62 52 2 2 2 2 2 2 31 x s61/ 6a- 36 x 48 49 49 2 2 3 2 2 3 342if f _y0 SSD, 36 x 52 34 o24 1/4 --SS ©S6' W NdO1N 36 x 60 43 43 2 2 3 2 2 4 34 x 2Ix1/4 --6 _(0.55) WDH. 36.x 72 40 40 2 2 3 2 2 4 343n/4i -Sb (DS ) ) cn 1 +r 4425 -- --- - - - -- - -- x 12 i/4 ..-60 44 x 36 41 41 3 3 2 2 2 2 2 x i6 t/# _60 `(SSB) N WINDOW' O 0 CJ t? !3 44x48 40 4O 3 3 3 3 3 42 x 27'1`,4 -50 358' 0 FFTyii HEIGHT • 44x52 _- _ _ _ _ 42x241/4 -6S' SC3 ( 44 x 6C} 4O 40 3 3 3 3 3 4 Y 2841 f4 66 (tYSE} o III 44.x 72. 40. 40 �3 3 3 3 _3 5-_ 424341/4 -50 (05-3) — ... _ •- _ - 46 x 12 t/4 -80 (058) FR YAIA > i 48x28 AM£ SILL 48x36 40 40 3. 3 2 3 3 2 464 161)4 --'50 (Ds6 o 0 48 x 48 40 40 3 3 3 3 3 3 48 x sz 46x22 FLT 70 (3J'16'. 24' C),C. 48 x 60 _— 3 3 44.24. 1 7O ( M Ax,(TYP) s 46 x 72 3 3 3 3 3 46 x 3h 1 3 58. 3 16- 3 53 x 72 40 40 3 3 4 4 4 7 MM 1/4 -50:c3/16 GENERAL NOTES .— WINDOWk 1 lAL1 Y PI�GE 1) M IF REQUIRED FOR LEIJEUNG. 2 WINDOW FRAME MATERIAL ALLOY 6063 PERIMETER 0AUL " HOT.. MOOS (IW.1 3 CAULK BEHIND WRdOOW FIN AT HEAD ,'ALL do JAMBS.. BY OTHER - - CAULK FOR PE£#IMETER SEAL AROUND EXTERIOR OF WNDOW FIANCE. SHIM IF:REQI) GLASS THICKNESS MAY VARY PER-THE REQUIREMENTS'OF ASTM £1300 CLASS:CHART,, SINGLEGLAZING IS SHOWN INS33.1AIING CLASS S ALSO SJUA F1611.. INaTALATI{ +t' ARE WATER RESISTANCE TEST RE( J)R 16F7t OF 18J.E DESIGN LOAD.AP1 5: FOSEflW ANCHOR DESIGN LOADS INa 8E UNITED Tf 4db,'3 F':DUE TO WATER SST PRESSURE OF 6.0 RSF AULK BETWEEN AOtfiRYED TEST. CAUL YJ #N & 7 IN8 LATiON F.N FRAME WANDOW 1N WOOD FRAME OPENING 1 I'IT TWO BY .STUDS INO-I. DUB NAILS DR-.#8 SCREW r sir LfN(SI+ 10 I-ROVTDE MINi EMUEDMENT SHEATING $} If EXACT WINDOW SIZE IS NOT USED IN ANCHOR CHART, USE ANCHOR;.OUAIVT1TY LISTED, S1iEATHING BY gTHER 1" MI.N x 6" MAX 1`YP): EM�QMENT cs I— � �. .. E" TION 1 I( 1 W.£tasty Ad:.C o8o;iX 75O06.P.O.8bx`8ISa22-Dgg00,TX` 75381 LeM]X.(TYP), ASSEMRLY DRAWING SERIES 11D0/1900/i970 SINGLE -2 C *00W ION O CHKD j SCALE VIEWED FROM EXTERIOR AR IP N1'A i SHEET NO. 41.)Y TI'I 'ic DATE p DIE IdUMB>nR B 12/11/03 INSTALATT0N 110 W2 SVRLot3BIo ki COMPARATIVE ANALYSIS & TAPC0N ANCHOR CF-ART A T 1 J ' NDOW DESIGN S CAULK DEPMEEN:. ~SI M IE :CAPACITY IN PSI REQDJN FRAME RFQ FIN TYPE I Y DOW fl1 * T. T iia o= MNDOW FRAME SHEATHING 1 x _ - 16x121/4 -80 '( JAMB 1 18 x36 109 109 2 2. 2 ? ? 3 6x16 1/4 -80 csso CAULK BETWEEN FIN 18 x' 83 83: 2' 3 2 2. 16x22 1/#: _80 S5 3} SHEA'hING C 1EATt13D 1 41N. 18 x 2 -- _ _ _ _ �. ;t/4 -70 tS BY OTHER EMBEDMENT 18 x 60 63 63 2 2 2 3 1¢x 2A 1/4 -GO 1" MN ?8 x 72'.. 50 50 2 2 3 2 3 3 341/4 -49 (SsB lNSTAI gTtt)N EMBEDMENT :, 2 x 28 - - - - - 2212 C} 80 ((SIB - x343` 8 8fs 2 ? 2 2 -3?4' 22x1s Ir" -80 ANCHOR 24x46 7.3 73 2 2 3 2 2 4 22 x 1/4 7Q BY OTHERS 24 x 60 59 59 2 2 3 2 2 4 -22 x t/# _50 T 24 x 72 48 48. 2 2 3 2 2 4 22 x3i t/4 -6ET_ PERIMETER .3z ?s; -- --- - _ - - - _ xi 1/4 - 0 (sss CAULK - THEC ---- WINDOW Wt 3t INST; LAT;ON 32x 36 57 57 2 2 2 2 X 16. / -60 (ssB A CAR 32 x 48 52 52 z 2 3 2 2 3 2&1/ 50 32 52 - . _ _ -, 3G:241/4 65_ EXTERIOR PERIMETER CAULK. 32 x 6O 46 46 2 2 3 2 2 4 X 281/4 -65 p$B) { FIN 11PE BY OTHER 32x77 72 4p. 40 2 2, 3 2 4 30x311/ 5E) WIND - _ - _ 34 x 12.1/4 -60 (s ' FRAME HEADER WINDOW-. 6; 52` 52: 2 2' 2 2 2 2 34x161/4 -60 (SSR) WDH. °36x48' '49 40 2 2' 3 2 2 3 34,011/4 -'.53 36 x 52. -_ - - 34 x 24 t/ -65 36,x 60 4.3 43 2 2 3 2 4 40 40- fix?&14 5- 36 4 72 ? 2' " 2 4 341341/4. - ( ) 44 x 28 -- __ - - - - 42x12 7/4, -60 ,(�) 44,x 36, 47 41 3 3 2 2 2 2 42 x 161/4 --60 "(SSB)� %lNDOW 44'x-48 40 3 :2- 3 3 3 3 42x.22:1/4 -5O S5$j! w HEIGHT 44 x 52 -- -.._: _ _ _ 42x241/4 -65 (DSB) EXTERIQR 44 x 60" 40 40 3_ 3 3 3 4 42 i 2&1/# -65' 44 x 72 4C 40= 3 3 3 3 3 5 42x341/4 -50' (t2SB) 2 FIN..TYtaE 36 x 12 1/#. -130' 1 FRA�40EW9LL 4t3 x ?8 __ _ _ _ _ _ 24" O.c 48x36 40 40, 3 3'. 2 3 3 461167/4 -50 (Dss} 1 4X{ Y? eta x.4s` 40- 4t3 3 3 3 3 3 3 x 221/4 -70 311 46.x 52 - __ = _ - 46 a.24 114 -70 Q 48 X,60; 40 40. 3 3. 3 3 3 4 46x2&1 '60{3/75 rj l4 { r1 �1E4-x 73" qp 3 _ 3 3 3 3 5 46 x34-t/A —6o (3 is-WINDOW {L� 53.x!7s _ 40 40 3 3 4 �Y 4 7 '�i x 3}4/4 50-(3/16' tits? L O EQUALLY SPACE 1) SF6A1 SF REWD�FOR LEVELING. ANCHORS (TYP.) 2) WINDOW FRAME MATERIAL ALLOY X63 RF.RtMETER CAULK 3) CA'JLx OE113f4t> W4N@(}W FIN AT READ",SILL-& .IAMBS. BY OTHER 4) CAULK FOR PERIMETER'SEAL. AROUND'£3EXEfit+3R-:OV WINDOW'FLANGE.- 5) G1AS5 -1Hft_14ESS IAAY.VARY PER 'THE RECUIRE't4ENTS -ASTM E1300 GLASS ct4ARfi SINS GLAZING IS INSULATING 4S ALSO RUz 4SD IN TAIATlt5Pt 6) '.HERE WATER RESISTANCEETT T REQUIREMENT_,) 14 o AESatt 4 LO PL1ES.-POSTIVE DESIGN LOADS MALL BE LIMITED.10 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ANCHOR CAI)!.It 81 T1Nl EN ,AG IN TEST. ANL24?W FIN Ea 7) �r T L Fit FRAME WINDOW 1R WHIT TWO 6Y WOOD`STNS USING.090 INCH.EMk.NABS OR 1 OF T'LEN61H 70;PR07 70E MIN.1 EMBEDMENT SHEATING INTO SUBSTRATE 5) & EXACT WINDOW S12£IS.NOT LISTED IN ANCHOR CHART.1 ANCHOR QUANTITY.USIE4,S MAX(TYf?}, 1aTx NEXT LARGERSIZE. - tl, A JOB #04--222 SHEET'(NG B.Y OTHER, "i MN. > • EMBEDMENT 1,'� _ _-jG"MAX'(rYP� CONSULTINGCONSULTING �N�- eXJS, ` ' J L.1, 1 t !V ' 9550 FS FST LAt S 1€ 708 1001 IF.C Rd.Cauot TX 75606.P.O Sox$t96?2*was.TX T5381E DALLAS. It XAS' 75243 ELEVATION, T. 4214}3441=flQ#S f(214)340--0Q6°►" ASSEMt3t_Y/)RAINING VIEWED FROM EXTERIOR SERIES 11co/1S0o/1570 FE & RL SIN{ E 1 w1NCOW SRN. GHKDTA ]--- AR tP N/A I Atlt7Y t4 [?-ATE S]le #JUt49£Ft SHEET NO. -. - 7 -. -.- .- -5;25 ft)4 B t'45IAI.ATIDW 4103 W3 SVRLot3BIo fi )m x ;►»u9s I rr 1i too Wit.slu war. ;ctii wa�asAr 1931 P,Sf { El 304 ar o � + ► of is rtut�»+ar a11. 1934,SASH 513 ( Ale' s ts3At 1 ( M' t :� 7 *491111014'D384D1NT I-1/2 1 EMOW I I5N► #2OSl D 3U(LOING , HEAD SILL AE MI itl Y 1111 MI E# 11T' R 1MkER £LMI�MT }a +k t 7 0 8 .3 I I 81:U 5t32: < 871 1648x46 -a04 4. 2: 69D Gs lcxwea�arorw UtIRK FMl 45 -604 437 7tl 1 13' tt --'dp - 741 t10� 'x72 -67 4 4 3- 1D 10 6 22x34.1`! 50 �trx,ta :7xi' use x —ao rsts.aa�e W x ao 4 + i s t a n i%4 7e ) P5811151513 CA IRittO>jta 1 A15if : ss k 48 8t1; 4 + 3 8Y'Oh1£Rj 12 7 26 k 22 t/4 773 ) E TON s ctlon, m 7 :241/ - b6�7 52. �8t1: - 4 4 3' 12 a ..ig7y jSS$} � - :� §X 80� -$8 - 4 4 3 12i f1 $ 2!i x 2E 1/4 -5Q 2 M x -54 4 4 3 11 31 _ 6 2t*x-$f 1/4_- --SO tit 00 7(3!f"- -80- 4 4- 2, 10 IU 5 Ztt x 16-T/4 60 ($5B) 60x44 ^e0. 4 4' 2: 12- 12 - 5 28 4 1111/i 60 c808 I 22.64%10= 81713!#775 '60 554, -79 80 : 5 5 -3. 13' - a 2t x- 13 13 284 22 /4 -50 P58 SDULE 64"%60 -65: 4 4 3 12: 12 9 28 1;a7s 1/4 .-;,El (tJs$) 60 x 12 -52 4 4 3 11._ it 8 28 r 34 1/4_ -50 )...: fits"%36 -81i- 4 4 2 12 17 5 31.x 15 1/4 -60 'SSR� 66 x 44 -77' 5 5 2 13. 13 @ 31 19 19'1/4 -BS { 6} WINDOW 88548 -74 5 5 3 13 13 7 31 ><22 1/4 -50 (sm) r74+ { 66 if 52 -72, 5 5 3 14 14 7 31 4 241/4 -50 SS) - - 66 x60' -61'- 6 6 3- 13' 13 8 31 is 281/4- 0 86x72 -d8 4 4 3 12 t't 8 31 x 34 3/4 -50 ) UUS'9k'HIND FIN 72 x 36 -77' 4 4 2; i3; 13 5 34 x 16`114 -70 :(058 O C3 O O 0 72544 -6E. 5 5 2 13 t3 6 34 r 111 1/4 -50 (0531 rc 1930 HEAD . -. 72X48 : -6S: 5 5 2 1`� t3 6 34x7.2 1/4 -60 (058) O F 72•X52 -63': 5 5 3 i3'- 73 7 34.24 1/4 -60 (DS 1 73 x 60 -58 5 5 .3 14 14 3 34 x 28 1/4 -60, (AS8I rc 72x72 -45: 4 4 3 12 12 a 34____34_1/4 --45 ) 63536 : -59.. 4 4 2 13: 13 a 4216I/4 -50 CAt&K:' ,88 x 44 -52 4 4 2 13- 13 5 42 k 19'1/4 -47 (0591 i§47#1%E75 SM. 83%48- -49- 4 4 2 13 13 5 42 x 22 1/4 .-46 {1559) s :. SB X B7t x 72 --40 s 2.. 4...:. 4 "9 x 28 t/4 775 (3jtai' j�..l - _ :_:69 -43 5 2 13 13 E 42 x $4 j4 773 fi/16") 2454-it}Ck RAs[ - - 3 i 1 _... -._. 42 x341 4,- 69 ≥(3_'6 1rn O 1) SHIM# AS RL REQUIRED ADJACENT TO EACH WSTAL.LATION ANCHOR WAIN LOAD SHIM MAX E I YE#rER�11. MAXTw}_. ALLfl3VA6LE Sh1IM STACK TO BE (/4', s*CaOD' 2)"WIt DOtN FRAME MATF_RMAL ALLOY 6463. WINDOW EQUALLY SPACE a L CAULK BEHIND WINCOW Flr+ AT HEAD. SILL. & JAMBS. HrT ANCHORS-(TYP.} 4 USF CAULK FOR PERIMETER SEAL AR(HJND EICERI0R OF WINDOW FLANGE. S) DESIGN PRESSURES SH47 ARE BASED G 4 MULLION t.AT'AG1Tt''ONLY. DESIGN PRESSURES FOR•GLJ - iFLhCJS3JES5 MUST BE DETERMINED PER tSTM E130O GE ASS CNAR7 AND T#ti1 'SMALL ER;VALUE MUST BE USED FOR DESIGN 6) WHERE 3ttATER RESISTANCE TEST REQUIREMENT OF 'i3*.5 OF DESIGN LOAD RPPLIES. M'OSt1 v ;OE fCjt7C LOADS WILL 8E liMITED TO;40.0 PSF DUE TO WATER°TEST PRESSURE`OF SO PSF ACHIEVED IN TEST. ;2 06-BOT�1A7 RAq 7) INSTAL.LA71(?AI: FIN-FRAME WINIIOW,'lM SPRUCE p1NE FMR;(5PF) 1wYQ(70 FRAbAE.OpElMIIJt;WIT}I m BY'vow 5Tlij}S,USING 4113'!9 NIULS OR #S' OF SUFFICIENT LENOTN TO PROVIDE M EMUMA EMSED1�tE O 1NTO=S4BSTRA7E AS--SNOW&.ABOVE W TAIBLES., 8)/7F tXACT 1+8NDOW SIZE IS MOT LLSTEb IN ANgiOR CHART USE AN7 IOIZ G11JAN-RTY'USTtO WLTH NEXT-LAR7 ER S ZE. 1901; L, be#Lcioir + t (301 YL I6_..•"Carnal l__TX 75006__P 0 Bof 819022.Oo1o3_tX 733@I, fi"MAX.(TYF?) SERIES 1900 (MUL.L.) /1100 (MULL) / 1970 (MULL) �� ������ CONliN1UOtIS HEAD & SILL SINE NUA#sa SECTION 1 VIEWED FROM E)4TERIC7F 19I65 ..06099 NfA SHEET NO. ALLOY DA'I E INS1PLAi1 MI 199!} p9�2,4/03 119911111 T97Q> W4 SHIM AS REC3 F1 CQMPA FIVE ANALYSIS 8c T.RC0N ANCHOR L OCA11ON IfiART ASTFut E1300 Imo 81 DTHeR= AL.L� Y POW HUB W147H } *,,,' C DESIGN PSmE TAPC0N1fift.LiATi(fN MPR PM11AI1Y NCE OI .:aY+tea TAts iKTlti• ANCi012 91ft1t 9Y alfiaiElt {R'£ tE t(Iirks} CA(11^IN { I cu K_I EN FRAME ` 3AG 3' sltttl AS RE(tD Nor :; ( aT ). t „: — . N sY fln Q 14 1/d 1r 30.slg :6a F3t4J e1YT3 »a; 1, by Jd xis —150 15 5/425 i —7o" bA a 55+J8 4z fir F , la u 7a— ,: ($58) Iz: z 11$ 9 1/8$:72 1156AC DE,MM4f3 •c -3j1. 3e L i 1. t atsTALLAttisct I, tR t �.s+ —11 in+U M 4$ 4 ,so Ci S A _ £Db1ETF�`' ANCHOR jt sfi t — �`' f-A A Ott/8* 4- =air )t/2 zs s{a —Isis. Utz $Na n rtr2 s —80 ($a) —t x3#rlie _ ,. 1 Sts 5U K. f ' Jiag • PE#tfA1ET C�11 ILK C11U6dC;8£TWEE►= 1H43i x5 y}2' �t 545J8 =1t AE F41U 2i>n 25 -10 s56) • SY ' 1�(k01S 8C1 1Q',i�t tH t x SS 5f8 -100 �5�J G H3 #S#/2!2$14 -70 (558) • it :r ... t kC Ft tt.t 1 Y ;l/ _WINDOW YA#STI# BY 1Hi5't�?ENtNG"s 1155 2!r :?a A4c F k i )S 1/h313/4 —S5 ) PEit1TR CAULK. BY 57H S BY 4FH£R 1H 28 x64 5s Iye: F.G,I4.tflI43 —5Q: 058) EXTERIOR 3 26 -+ r 2T2/3Yb113/# ( ) 301 _ fiats Ac__ r� Vb Yif -0s '{sm) FLANGE TYPE t Atilt( BE C EEPI; 3tbi) 39 x 8tr 8' lkc F tsr z IAX 0 sl —so- ai HE REFt f tiAM£ WiNDOyI fM tGE 31ht4 t ; 3fl i/ :x .€: : 7 y P C.1tJ !t/2 Y�#10 �4 won[ BUL< 3(x +5 •9 1/2 55 5/8 x6 a F }f l rr 1/z Y 2s s1 as set ii5 31511 x 6 : — ret Ffit+1 211/3 1/4 —50 aSe) {/ T 30tria<7- -71 A,C FG14.t 311/li33/1 �. y ) #..ti l l '' f1]C9fr.,c F C>111 i 211/h lA 3/4 -49 (058) ',f 22 3170 2G AC F01U 343153/4 8i1 *.3 3?X,'S8.3/8 —8? AR, F:t;,H.t 3t t 8 /[6 —55 (558) L. 24 3f X 50 5/8 57 wlNt�t�w ><t FG,btt 34 231/15 —50 (98a W W 2441 (-54".5j8 A,C F H,1 31:.35;1/1; -49 t$5s) I _ x_4+5 _ 3t X55_5/8 -55 AC E G,1U 34 i 1154/3 _49 ($50) _� (1.)EXTERIOR g 37.S345 -53 pic F.6$4 341291/4 —o (ose) 44BORi s 3X x.3 —52 A,,C.° FAJO 34:4ss/t G —ss3 I O 4226 42 x:26 X49 — AC: F0N.t 341103/4 — (SSB) FLANGE tC TYPE [1 E 4238 42 38 3/0 --40 c FG H.i 34t s (558) 3w Io OW FttAM£ 4250 42 x 30 3/6 -40 t C F;t1,HJ x 231/1$ -50 (3513) 4944 x 4 gf$ --451 kc F G,NU 341251/, -$9 (OOS6) 424.555 4234 35."5 -40 A.0 F H f 34 Y 555/8 44 (ss) I h -, A.C, FF6,HJ $4 x 241/4 -* (058) 4^72 42)1 77 4b A,c FGti_i 34 Y 333/4 -5D (per). f D PERIMETER C3Ai)Li( 18x8 48 x,84 —40 _C, F„G.1i,1 b 12.3/4 —49. (i 6J`'B) 1 A;C F6.IU 4i193/4 —85 (558) }8 A t .H i B#ilt 15/15 —54 (oss) BY OTHER # Sr 3e a �a G 800 1e 11505/8 —4It: A+.C FCbf.t 4s 1, 9 484+4 8 1184, a — �c= P624.1z 25 —SQ (/i57) 464+5 4s 3455,5/0 — i AC F 123 5/8 —50 #a/i6 -4863 463S (/w •- WINDOW Wiz; 45 1 -40 _c iw 4s=331/4 —45 (3/467) 5 HOT. 1/8 53 sj's 3a —4a A.c FG.t11 1 to 4 = }. 13 s- t 50' >tic FA 6s 1�e x.23 0A sa f3J 8 '� 4 53 4�x 54 -49 ✓ _ r - AQ: FCCNi 5$ Y25 — (3J14, PRE CAST SILL. 53 sh it — . AC Fys a BYt?TH Eft CALl1K YdNDOW FLR IC,E X 7 4CY kG P.8,55) 9a3 314 —As5 ( J38) " &ARE WIT7t t I�bStT1t+E AND NEAII 51RtTGAtAE5iG1i LOADS(RDAs CN#1WE ilu�sis: 11gt+ls Hofi Li�+ 1 t bS` 1ESttt GAUUc Cat t}1Gsillifis fll 1A11 h){c SEs11 1VHEl1E.tH ,b43t#Rli5Er+511t3 1Esr RE6)tw�r 4F 1 aF JE T1 1 �11 t r t OAM sl4i St L6.trTEA Tp C DOE TO WATER&ST"PRESSURE i 2 �1yC s-,FtA)! .#O iMt1DOW 14i O OR ssv t3PENlNG USE 31157 01A: �` TA[sC(ttt-A$HOR DF F7dgiT CEAtG7tt T4 Po so 1N.1-1,/4£548604281 INnS SU80*ME, GENERAL NOTES, 1c7=°lt>cntslus:S11n1w t t1azT • 3S355 fa.EVA 90$S FO (t?Y4'IA14 i4 L0CA1t1)t}S 4)8 p1UtCl W11iC3tYY! NSt Ht}fi u5J D�1 11NC t=CHART.USE mom txtAsiT1w L1m i) SHIM,AS REgt5: AT EACH INSTALLATION Akd100 MOH LOAD.BEARM SHIM; MAX q wl tl l sn t tcElt E: t n1E ATE nEsir t aRE5s RF4 41LLOYItAi SHUwt STACK TO i{4 .Z) WINDOW FRAME MATERIAL:ALUMINUM ALLOY 6063 ELE 3. CAULK BEHIND WINDOW FLANGE AT HEAD AM) lAMBS+LL MUST BE I IO[ ATTItGHE1T tt} THC SUBSTRATI w►TH vUtKEM 116 At)HE5#YE-CAt)Llf pR, PPROVED -EQUAL VI 4UE[� QOM E f7ERI,OR< t« 4j APPLICATIUN £)F VULKIM T16 ADHESIVE CACILK AI fFF kME SILL MUST Cc5MPLY WITH SPEALANT t11os r c ;sa,c, ,2x.rnas-oae0r81ncrt�o 1z sat 5) AN KF FOR EREXIMEREfTEROI ENDA1ION y AL AROUND EXTERIOR OF WINDOW FLANGE ASSEMMY DRAWING 6)° CLASS THICKNESS'MAY VARY PER THE REQUIREMENTS-OF ASTM E1300 GLASS CHART SERIES 0/18Ss0/15.G 'ANGLE HUNG=814±00* SINGLE GLASS IS SHOWN, INSULATING GLASS IS -ALSO QUAUFIED. • oRN. cr# scxu[ t Alt IP N/A SHEET NO. #.LDY mom DATE pp p DIE NUMBER 12/08/03 INSTALATION' 1450 W5 ----5H50 IF REQ'4 'ZOMP A.TIVE A: & TAPCON tt i. Lf0",.TION CHART OhIEW BY WOOD ASTM E1300 BUCK BY OTHER C� �30W E`:131 :WOOD INSTALLATION ANCHOR.{Nt i I'll/4 MIN EM 1 T f SlfYl PRESSURE T1LP{ N EUit I i A , mm BUCK Y OTHER I' SIZE (INCHES)IE} CAPACITY Rt A71 WINDOW FRAME 1 SHIN IF RE a 4iLA CAULk 3ETItEN JAMB MARY.@IPEN!N 14 19 1 .z t C 1 G #~ tli tt # ( FLANGE do WOOD SUCK -' BY 0TFIE;Ru { 1 xa 14,4 19 1/8 IC 54 5/5 •-155 S.a; F.SO S.C G.Il,l -IfS 70 .SSR IS 19 1 ie x its u�,t C s (0.98) 1 i/4 MIN. INSTALLATION 17 19 1 x84 -1a4' RC D.E F. a rA t T9 —50 (aSa) ENBEDMENT I 14 25 t at 26 -135 A.C F ? t$3A $0 {SSO}" 1143: 28 1./2 .x alt aka: 09 S a fe Na 23 Ut r x I - :( ) F' i1f l=tEf{: {t itR' 1144 26 t/2 x50 5/3 01 .C G .I I 't1 SIB SHIM IF`REQ I. B S FFiI R5 CAULK BETWEEN 11444-4: 28 1/2 x 54 5/3 -'00 x F 6 K� a31(2 x # moo: (3358 WOOD BUCK"ae" _ 114 4+5 26 1/2.x 55 /A" -100 C. r,�,lta x33I t 33/8 -70: ( ) *- A1ND}W'1M13t4 IMASONRY°OPENING: 1H5 1/2 x 6S =sl Rc Fora i11/ta T By aTs rs 2a tai ti = ≥ r zr I/z aT, arETT R {rAULit; 1117 2d,1 2 x"84, - : A C F Ctitl _ -5b {aS8} I ol OTHER EX.TER I C R` 36 30 1/2 X —113qtr" G lla. 27'12 IG s s -80 sue). CAULK BEi EEN 3Ox !d°30 1 3/8 —89 14 F lia i11/2s —55' ) Gr TYPE T� �+ 30 1/` x rig 5/3a -78 kc. G.N I; t x -50� i N` WINDOW FLAT 30.4+s 30 117 -x 54 5 —#7 s.c €.a T i2S -.43- � I ER WOOD BUCK. 30,.4+5 .30 1 33,:5/8 - a 271/2.253/8 - ( ). 30.5 Ja 1/zsx ss; 7 S.C f c»a 211/2 .r1/ •8) (I e), 30.5 30 1/2' 72 -71 nc F"c I YIt/t: ' : _5 ' (anal WINDOW 7 1/7:x as = s A4 't.ax 2I'/2 333/4 -+a__ a} n x a es e c}ra 1 —so' WDH. 23 37 x 3' j8, s$; FG fl1 3!r if —55- (3358) 24 37 x54 /8 —s7 S.C Fora 34.23 I/IS —so {gal I 24 r+ 37 x 54 8 -55 C FCasa. Ussr/+s- —4$ { } i Q.) #5 32%55:5/8 --55 A C f:C31a" 34125 1/15 E3 TEM R SUC 31 X.333 — AI G4il 291/4 w ( , I HEIGHT sb 37X72 —52 A.C F ,aa 31.333/4 50 58) -7 x x: 1 sfsJT` mss, ,1 O r ≥1228 42 x 26 -4s r G.H -33,103/4 -so f ) 1 GE L 4238 +2 x38 3/8 -40 Ae >c.Na 3> a k5: {ssa} I3OW FRAME 4250 425535/8 _yip. kC EON.' 9.131/41 - s SILL 44+4 42 4 � —40 A C Fa_ J 33.251/8 +9 _ T E J K +ass ♦2 x a - o—40 tic 01`1 ;253/16 sc+ (srsa o 4272 ♦21� z -40 AC FNS 39.333/4' -60 ( �..� o 284 : 42;74 84 1133 A.C ° H.I .333/4: _48 {per} PERIMETER"CAULK 4126 +s 383/8 3 -a§ A,C FG,N. 41►D —s5: {ste) ! Z et aT#-I R 4850 as x -40 S.c €c a 1 — a_I 2 YVINDOW 484+4 48 X s t"5/8 1.6.14.1 45.25 1/15 =sir 3118 HOT -- — +s 4874555/5 —ill : 1.0.14/ 45.25 9/16 —50 8 F G x xlr X qa- moo t/4 -45 a a "u2 53 "1/8 x 25= -AU` AC F,G kr r 39, .IC y55 {$Sa} �3 53 1/rS 38 51$ - {k 1.0.11.1 IS 1JII Y- 50 38). 04 53 1/8 x 50 5/8. --40 kC 1/2x23 -so . 531/8:x 54 5/8 C �+ s� ., 50 /1 � -63 m ax s ,�a c F so .256/14 (3M6) PRE CAST SSi 53 1/8 14 sa {p AC c;I+a so./2 261 -45 .f3 BY OTr RS ' CAULK BE'T41 N WINDOW"FLANGE 1" tc 4. I i3#ir' a x33 t do PRE CAST SILL YNTFI,,WUtM 1t& ADHESIVE CAULKOR [C 'Ir aN 1 APPROVED EQUAL H. 1 GENERAL NOTES: I) "SHIM IF REO D. FOR LEVELING. 2) WINDOW:FRAME MATERIAL : OY 6063 . EL� "Tf 1 £MUCK BEHIND'WINDOW FLAN[ HE rl AT i-WAD AND JA MRS. 4) CAULK"FOR PERIMETER"SEAL AROUND EXTERIOR OF WINDOW FLANGE 1 � )} 5j DESIGN PRESSURES SHOWN ARE BASED ON MULLIo l CAPACITY ONLY PRESSURES FOR GLASS THICKNESS. MUST BE DETERMINED PER Pl#t ASTi,J fi3 )GLASS CHART AND TkdE SMALLER VALUE MUST BE USED FOR DESIGN._ 6j WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES DESIGN LOAD WILL BE UNITED TO 40.00 PSF.DUE TO;WATER TEST PRESSURE OF 80.0 PSF ACHIEVED ON TEST ft191 . M.Co., ltar13 tSU65•Po BiurrHi9Dt2-ems Tz 8j INSTALLATION: FLANGE FRAME WINDOW`IN CONCRETE OR MASONRY OPENING USING 3/16" TAPCCt4 ANOIOR{ ASS£1LLY DRAWING SUFFICIENT LENGTH TO PROVIDE MINIMUM 1 I/4" E ED TENT INTO SUBSTRATE Al LOCAIIONS SHOWN CEll CHART S,CF9Es 1450/15517/1570 Ft&HE 8'.' C RUNG 81533W 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR MART,USE ANCHOR QUANTITY LISTED WITH NEXT LARGER S12E, " scaLc SHEET NO. AR, IP L N/A ialar I X7£ we wUr 05/25/04 b INSTALATION`11450 \J\f 5 SVR Lot 3 Block I GENEFIAL INSTRUCTIONS fiLMocecKs wc , IpwvdkarHroea aaxrtaeatwatfi� } sratsareea xa fy� aoc Asap a an nfa,s a« :e1 ; SLGN' S ENT IN EL a s at aarearaaeredtdrgaaQSaa, Taar ¢1kFNl F3>f7il.S &MMINGLE# +dtddrAaa> - nr+ dxo a w + •CAtiAD1AN YA�.ATHER 179.ICA"Ciq'I+AS•CIA Aa2!'5 790 tnx Yet.. CORPORATION daft a xo r ars da car &atza t l ee +S 4 ana 30 at 9a ae xdnt 3 to f k ad1{Lg nemtor lakes eAQe ra+thto SWWWPM* afw MOpIIkepar eaY ttt � tYaa as fiedat#tentarA r S Ra tartatarcf a Ad atti es wDA4O$TWSLOPE APPA.aCa"M*flit nxd"Ift gr -x19R6�:uaaarnala5srsnn�ipp �afawsaswaa.w.crac« eAsknwar Zr kfat¢QsMo1'wraa�vadsaasa&wata�t�l�e�n�►snac�l'. ttrr2 da as tgtatdO�rawg�a k 1�aoedaAacofas Mtnvwtww.a�af taaia m eharaTaaaavgaa�eer sed adSe agar aeA a�Fa s�aa �t�r Mraaa axne sp a Aucerr #aaga APPLICATION � i eaua is aaa .w t a art t - a aatd eel of t area€a s •wmQ �AWl�7tiwattaaaaage�tshwadaradM�t .0.ar""naaa gtea�at� +awaa iam Eadaare WMIL � rrtiagra eaaeadpEaa r4dln « seafaaptfYte t aro Mda5a, aaas auc `�rw use x srae saa,a +rs k ar w Asia', yes.cCe.inrn C4$ * Feat Nail!Pattern English Size Shingle-12i x 36 (d}S-914mm) ff`—t3lnar} ST" lsxtf€4as [ Unda9ayita 2 9tuatfrrt}ar NeQaat 3U FaMen: at an fia*y h e W atM-11M L ≥w� t�ttthiW m.aawet gab.eat geby4#fdtmf 2rye yef age by 3tT(1 aml s.aid•teak etirict,€aae ! sio..i n.bat e. by Wtee ee dee oadabdsdims ami ma k P2 p at (tiS�l ec'afl��` NOT sxt #a'ji6ilMa Y. .r'a41elf. te•mrrs a yartaasaaai.eaeeacra, urn saamat .. Require A Six Nail Fastening Pattern? Iar..e.�.aa artm� aat+ayewe Uze the directIons above w€ftt the foto*gmodlheatton; I "�` ataf.ws..w srr.�sasr .spa ;i �✓ Replace the innu two faster Move With tour fastenng placements, r rtrya m, � z �j o Place two fasteners 9"(229mm([mm er tier end-t-V(25mm).and place I �-1 twot fasteners 14'(356tim)tram e:Uter end+1-V(25mm) e r mo a eo use9w as to te aooe a enema 0 2I— W Q Srartas Caste FMet Goitres 4 Second a wad Ss iaead Coosa' tea mad 6YtGtf t'asifng(Sloped Haar to YertkaF Wa } r1 z hpp�r swat +a7 St sad Cte5a�et8 ads ttea stwrgres t�arada atis ma s':+Yta oktr3a. air De Sin am ocasd satsa a 0 ito tea a tom'ma rtnae+a tM. ua c a ma ?ea a as tb 6+ "A� tl>ess sttr a+d Q tW tan 55 W to r d w tgot td k&DO Nor aT s rbpr 7aiti t5mats eaN aam ae 3 a 2412 ttlY 1s i ten,haAYt cawaae aatwa.pagitlgt t dwaraaal. w yroa ra ema cases as sasrsect c r D oaths wot.�d nay da uge at gees. 55514 12 W& t c se traa 2 s. Mm 2-112 Uts sa,ms a aac ara,P r. was tea a -�-3*15 `J.' r� ty y, a soe ses d xr to m ita taro edge PeQ:+saaoah cowu.a'm a GA stx*e 0 NOTE L>r paum away.#w t�raec rwi aaMetena taws a awdt:aa mu NOTE may ta byS trmn t ' ,�s�r,t�2`,(9atenra rae.mriteradaw taaa f ¢ a9>• L' rsn} agaaasadaagq'- r AOaAPreOaargtwn sfaz:mntwat. z u.Aaa•.a. rtbo. n :' wrsn�tmf Ill :t r irvmrataaay�} = 3 (/J to �..,,..-r,a�on, - �.:, _ - anew► _ � o ..�" M'y +•`!+ .-= - *�'''` •• ..ibises taaary o rats wAs ` ++w • .F., a mn 1ooea ams.. •rl pa.dtirtae..ataa.>A sanse «. `w aawa �.' �""' �.+''hWi�rflaahayCeaumf Q S ayaw.aanati. I,.. ► a f— N ' 4--fieoa rWCtt 7 � l 8 y r C'.Af>tk UWa-OtOSed aY WQMaii y r 9 S r aEac f vA l* clear Lea as f}�Nodes i v YhaeastUNDraat z seot�t, aadtl t�utai duraidartaica owama. pxeaese` wwar vMaraaaas:em.sninmys.atasesyawrw. ,,, l,.yN t�RY t�,t�ba sS%t kr caEdvtaad w.w. m:st ' swe.e.. s'°•"s•°"« ,..�.,sa...at't:w OweaaruF wwyews�. ta.�a.ersw f.Den# euwdaa adg:,amr tltemaa dmr«DnnafsM •ie✓+*a• i-thtE4 t i' ascsn tyba to card'.aad rants dsm.gedbhu 'idawav ar a _ r rslGaw" eype . awwr. x- -\ 4w me a'e F • y a lrt aR rw Al mi tatoS 4a d f A \\ C. 1.a ;Ji„ *'+s " .Key.yd - m....r: a <.Ssaa at a tt Stain aArnt w<*amso-s waasaase , �. .�,'� ».•..w asno acawad„ �.# z lI,I'' .kaanfya«u p ! �" asrxa ,. .z AvrY+9a „».,»w-YaYtIP Qe ptct iild tiaaaee aJ$.33 oVs to Siel at [#1St .._......,,...w, H,..r�r - ;.-- .'"'...,'•°` �. :. :,. �.«q'° rywnae.aa. a. to b mwaftrn aamdaJowa.Do=AsattmMmPK .aaaaefrs, ayw+m act in Akr fpraa>c€r flits iw wda " •" "` , yena.t 5 Y sk,tos era ae aa9sre dirbrg talY}ttMaGfD Cs?Ltt 9attads a a areas,tiere afcbwaa 15 0 w . - ""s'- -• '"`"a,�„w„ - same seat rat ba espemm byte,soaring Doan,tare aintepa MUST be had tom, z V) tin Z arr SOW Rutolerd .ate ft ttSTANT't1 leaks pc Nytowaftt .tech, t wadWaal7. a- > 0 a � t€ma a an as raft as an ecrtn vase �tease,eaten ar Esrt tome dafwk wIas vstwwtwmrglrIeee a SHEET NO. aewrainsrws raves SiSa let imaldta anFtratSt and 55545'.a M., to dedaati�a3M't'E9ttatt)arllatYarrti F>daealratKns- smoo lF aortas..Thto bebstos adYrag bask aid.Mulch at oaf sadh caleasad amts t taatesarssAnSntwasttsai twoodstps RI I traaaaary, ;�adatrpaherY u tart Glass A bating. ramt%nme39ta '.'.asoons LWttcsaa toTYm Aaaaydaalaic11DW*WiaY ea 55m as.55*'iio.tSat maw peedvw )ae assasa Sam aestesasacaearthaes >Hwrpatmm. #eat pWmta(YaYn6eer ads da emsa aetaayesio +s₹oas Gf� Ga9ousoa. 9��4i tP» SVR Lot 3 Block 1 GENERAL INSTRUCTIONS •ROOF 14r tCB ,,,u!ee,o on am a rod arar�.eta porerd woad da# To Im t Ii nei'u.Lp9z np n ter oiaX a to a a a�a3vssn t trzta adaaaaN ssi Rs i anAt kterudvds 4 dalamcd dab,a tdt nt.fl r0 a1#e Dads n !y ion 0,010110101011�pp� A#t6pWfslBadadtF Wf�tt.b we t' �� }at hen cetl433�kOftf Y(26rturt}.fl r01 iwkflm ilI s'De A swim ii N Os t o ratarp N b i Dr 7 s i64 r rdt ffie tt 1. In¢frYt G-EbOdde mono rogwrt � naa.o.4c 0 Orb a r For(t;f }}amen r a aA tt d1aach arb Shawl t>eaw0a Mo many 01901st. t soTE T1n nfmOi an 101gb II nod't�to 9raysrA taQattwr B owo GAF6 AL5 aaM3Ararrettmm rerNredte ardprsvAisiAgnahsaarweb mats 7W At TNTsR�ia.PY�M.A 23.s ierornrNNstladat r. CORPORATION Tifimlqu � T11VBEJtQAtE30 Iran rarstop x#r sc aao naDAd Ey mAg cadstuR your DsraQ ear Bs i A b AtDe Qla b#mwa sand epaR Dsrrdlned> A tt soda o 00'0 raAtgph BMWkd brit Y amtaasa dwemST RU wt(r 4m'1IonL 1411010 000.1001011110.111001111c ia+atARD AND •R5i�z a[rob( ih aYr 01,#iv@ok 1001015, 5 Inado 0 d sal a[ •F1.001 11RD hNC 40 NOTSLClPE ARl ..n)OeIB:c rat 1 be iS 4 y Iisa+ti t2 rbYd rdc wft"r$d or to m#wnkn+a s�l Aa titruun) 11i0m�Amp ON MO.t t nl 1111.1013110'Aa W p1i 9dde n 10 � mur be enE W 1y I10woc0ec!} .iasberoes#a110 1tew bs recent 3k" 3 1114"y MO. QNat>�4 - 401INo�tIIdraaht I edss cr dte deetd',. moor De arrwt ttna v etas as saxabd in w+td O;'lIu rtwst be 000004'1111I4 iao hte 0104 3arxC'tpaahSgb vrt I01UQI dae FiNed vmWekrowimft $WI !Atha k&e R Debvf dufit WIND :•TT�tV:5•1L�i /'"""''���'""'��'#f [( ''"fj"" AIST^"{� (([rr••=��"(� Ego OP P0IlIClI*t twtara avert,tdrgpF0 sent tat trend se�1d (ps IattD} ARrart aktapuranmeeibe drauglhv b i / LeI I I =V 1N// lOAtS d 7aad/t Pt)M$On ik'6N,h t9af W[ Et W0 6kna'Q80 D$fALINCiciDeaea# Stsro 11010 i rutryvl itoq r a at twrail P.MA.N-UQ:of ft$to3e.."*Nm iprNk,sack tM tar 3lll F t€til 1tRrJlirt • MED{L EDtt9B: rQ rat t5Aa6dQlSa1 3$ed Npdo N at+IboNa Are mAOf aasdx SpAAQ. .r'wQI iltocb a#derdor, dam. AQodtywtulabtlars aaneAAivAaoe6badEQwtauKbrelavtAdwes atiAmmis •A$ Im CEMENT!For a+aspttQN spwah9P h cadaAvsmRSTtI 1021044101 tlae n 0'0 No 0111 P.NYo b,4l toter iheFe ramie t»6 TapN Or ii. Four Nag Pattern MG� Engbiste Size Shingle:12'x 36.151160 }i 938mm) Lndertsyonert:Standard S�-4002( re1m)or wlofe 4 U Low Slops 2tt2VI2 $7nm-',33rn.Wffil on 1 -t4{34 } 12-6( tdsij s t eO t 01 _ CQ�w / IWtlAAM dr a>r Gav�ffiu brJcx tbN N covored letetsot nsitaen3,lkuorfj[anauph btpht tsalxNyataAAt AtObCa • Fasteners si NOT 10951104 401 a d Nsiag sa t uadl aovQme by t ids dorgvt Al and wpen cc d,Aa tut str—ate~{t3$dtarrt) r—2=t-"{t3.6arl .. . • U 03. 0n rr CO ..h.9.0 h.9 or a D, �ra,rie r,nyDa d + ed.' um �tra Ott m} me d2r amm afl .. tid'd 2d'10'Qr wl r�Au ra�> DY {tEknn}a the a �i }} Ana. ca etms ar are sot ,» at • rtt •n -:1.3. r A • gV ' "° €i RV 3 bQaF. >an.ssnas I n.w s.•.�t t {1 46?t ) (titP NQOTbe .seso s• a 10 _.__.. a ' - ab p, iAooasar• y aw,rre.•.s'Dr VJ Regtgrn A Six Nate Fastening Pattern? ✓ a la+ is.c•u ,asw [ x••+ U) Use the directions above with the following'ladtIICa +r i t aw w carom t Z w Replace the rt c fastennhlaglocationswithfourtaster tgplacCrne rib. .W.ar >� t no.0cr11•t a �.•aa+ar O :c0 two fasts rs 8`( #nm}from e.lI rend+t-t"l25tnt),and p10cc 5 op.. q. — two add onal fasteners 15°f881mm)11011104.01 and+' t"I25mm)- H C) u U J 10 2 Staztst Catersa Fiat co„rss 4 te( td as t0l0oi.Trlrrt it(162rme}pan lie sass of 0, Trbs 'f?I1 loll aN 119109'tip h are alasse 0011 wtdkoae vrAt )}rent,of tae0aae,a 10 arsms Q w n 3 Scut eadstae wdh idY ahi to kw 1mb wtp d. .was-stla as,rwy'1 0*14011 t as'0111015140 la taS Y d 004 t ,. d Dan mu. 9p,4 fat �. w '� antes altrr.. .: span len to 1'0010r"15050.011 DC NCI by 0105110 Sl0. n 1301.000100910 14111 wvduarlt s.Thin ron/aina5*{t2Imm)oopcn.rm.. 'u,twtlt btl vats . _,I o 0,•,'i.'aseam+ srna• , t�r010012 an axnxrest 000104019311001 rrsd mss r OaAta4N>r1<sts dve root a ruts aped tr,Auy&001119.10 Pared 0na 209 n 04" on�&tXYrEapp";v Da trameMw ear• rtw+c••.• . ... ,,� latt 4r rtAta pso eta.saga td e'vW rain , , .- r aa+�mrr Z 3 �n �._, kod hom false. r� srsa,••• , '�,� � = z wa�adx•.wms�•F•asn <, ° Prwr +rs0=tt0*mI - l `'^�`y •�� O t•�a•ua••se � nm a�•maut••tlp. _ �y+.'yl .��.`ysp n6b1/i°"{S Mlaa �� RP+•�4r•®'R•aa• �- �.i � y��'w' � •!p•�7Yk,bN4iPJt•F Ca.4 43*M ME•6�r�ifilip₹5oEf{ 15ti '4, , fM1M rhY lca7lefi j « da,er ♦ ` O �5'[fb4•e*t ��rss�rirn v. sirtaaasrretik,M�eY � ,} `�.-• risarAw '� ,,:>-•# w lt�rc+ � a W w ! -w was iw� �,y rnn.asnr�gt+s rowsx,A wraywr. rosx�s �, FaanWa".0 Proomutlonery Nob s Tcnbebne'501111.4'141151111 000.1101100111400 Bute of Ill Aatury et[p6 LogO 0130 Op 111410111009131090..IlIle0010114itabe r.0 k₹CLk£ 7HIp aN l t>iirtga 8 tx F attlhq Moved toot to Verttce1 t+ratl} cttlr r 10 Valley tut ttd De aid at edge IW a bf b bY fa use (srd maps tdetr�aad rn n sAvnst.Ta a tt+afd aver teas dt Dues as appearatxeasa FI�ERTtJE'(saxEadtaN,tTl }ftdc0ueta29ozr w s•• .:a5 w sr+.a a • 2lNMltovret5r ,sratsas/ypsMoartlnmptwtiteratfessosmaa631ro1 orir'v-'A*lpne O sadstrase r ,*4013 'gn F �t me•.-�a °"'a« `..+1° "� atw'I F+Mta ftbb t 1'. N Pd Hp b of On dAe d0'0 11.0 rte'wpp wrs�-�,.».n *w. +v.wer.r.,s �w,a,.•l*mot x sri` a.rwa. ttgr lba�G s1*4a' .. _ Z doapta itRauatx-lasdlt In as n rn ,r ss 111011 aa£an a�ovns.TtY t awe Rrotn .wa a•.v +.•e+.wra"eo>> •m*+a •k+. 4 Slapta sAa b tr ht Seto t 10' (14`C� t>terstNnQwsvl Strtttia. o tszr revoa ownaaw,•sr.°•.aa y tttt seams ands wd�d v Dwrds 2 ate to DC B ids >•d•.e++rM.rht r ..•rw. StdrtBila r Dt t trarrt vYa3eAef tAMrf StOttA Sda.EIp t ttflra heat twsash -- Z .` .i tom,'10910 L ab.,a 10010 to.Ad roibl t nose!to storm as en4s. 40 0 z r . • '�rrwa»s»asanxn wp IMMIM PAP&Ww lemow tot A Nth t Qr g > pQ �,,,. I Itc�aaptgQ NtuebrerroihNP .tnd8avmtraAarsttapbne.czsrkdwFftai3Eam' t �I��4I I'i I'��I�iVli� aAdr,ffild tasrtmrradap. t3tesrwneaeamiotallose «d '.` -auoaoaokrea �� ``` 'k a� 1. ar pewee s SHEET NO. rwssrsw�ro e•te t•w.at+ amuaar ' « } apnpe t to t€ ad 1pracsaz"lO111m �dp3eathae# � I!l'1001 I' . sa 1100oP o0 101'e i'10 Inc Wt5g back dd a ane asd t aft . iC01t tmat»t 00a at t R 2 � k �. inlleol'Orila ref tt t t 2t 1 /2" \ JE1112 } '-� DOUBLE 5 ` TRIPLE 4" t'PPROVD EXPOSURE THICKNESS DESIGN PPRDVED EXPOSURE TI CKNE S DESIGN MODELS INCHES ES , PRESSURE MODELS INCHES PRESSURE lo' ---\ •/ TRUS1ON 1O O,O42- + 60.0 f' PTS--1214 12 0.040" — 26.6 PSf TRIM I OV 10 O.O42" RTS-12V e 12 O.O4O + �' IMF 2&6 PSF: — 30.0 P + 60.0 PSF " - 60.0 PSF MINIMUM 2 'X " CONSTRUCTION GRADE PSSI Idyl 1O Q.{I42 — 5.5 PSF PT 1 � 1 O.O4Q 30.0 PSF MIXED SOUTHERN PINE OR EOUI1I, PSS1OV 1O 0.042 X6:6 F WOOD BATTEN STRIPS . - . LFP1OH 1O O.O42 -..... - .... - 2'6,6, PSF LFP 1 0V 1O O.O42 26 6 P I SIDE ► EW O EAVE FRONT V1 OF EAW WITHOUT FASIA Q -- \ -i __ z cd - 24 ' -- CALVJ4I'flZEO ROOFING NAIL ___ c11. ff3ig ROOF cYVRLL*41C 1 /8 RING SHAUK DIA - JC4AflO UOYE11E ' I 3/8 `F1AD 01kk X 1 1 /2 LONG. o11t. CV _ DUKE J—CINNEL 10" O.C. THRU THE NAIL HEM HOLES w ' ` THE WOOD JOISTS. MINIMUM WOOD ENBEDMENT IS 1 •-J A1co Building Products PARS ISTLL T ION DESIGN A REVISED BY RIIR 9i- ` . WING FOR VINYL SOFFIT J FILE - — # DADE 4/99 D DA1 . 4/1 S/9 B Y gt ¢ SHEET #I0. Revisons [tats SWX. 1 c1 5/6 (5) PLY PLYWOOD ç.. 2' X 3*0 16* O/C - - 1 toR1z. sioriic A DUTCH UP sIolNG IIrED Sou"m" E £QUW. 8 f7w 3/16 O 124 4/C C - WOSOUUWR vtt}i3EI 1 ,I7 11 S SPA I S 1 .CN DW-4{1 8 4 1/2 0.040 46.6 PSF D-40 8 4 1/2 00W 3J.2PSF TRW-4th 8 4 1/2 0.04O -46.6 P57 CWD-40 8 T /2 4.4x42' - P MC-40 8 4 1/2 0.040' -46.6 P .W112 M1 c a/6« 1W4L SWMC C4.L UU-40 --6 4 1/2 O.OW2' '466P F OWN-45 9 4.5 1/2 0.040' —16.2 1/ ' HEAD D1 X i , 4 L HC -46.6 psr TRUB-45 9 4.5 1/2 0044) -3€.. 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CRACKS AhD b C[S IRAT :AKA MKI SW . 8t £UMU11k,Tt t UI90H 10 5 1/2 0.044' -41,3 P51 3) SIMIL 8C TAB PAWED w #t ASPRAL? S41t. .A1 1111 ` O+F 110T ( Its 14 14 100 S+3. F7. i'S 0E5CRu� I4 SECIIQH ,LV-50 10 5 5/8 4).042 -446 P 2704;6 (0) OF 1H$ 5o4Jfli ft0RID UUILDIHC CO OE. 4) W&LS & SOITIT *1fRC Olt SIDW WM C / S ARE 1. UC I"STA1,.1 E8 10 5 3 4 0044- -88o PS A SE 11 10 f RtE S loo A,M1cI IEcr G flE t To 11t souni foRM� OU&MC c AM 11HE Alcoa u l d n '1 OuUC us o M3. 1 �- ' M�t)t F&MAEUM ` 1)45 tD S 4 MtA . { 5) *NSPLLAIIOtJ OF 111E SI1 / Std itIU ACCC Cc r PROD S 8E. SIC Ot ACCOIIWUCC WITH THE uro Er4MO4S Fes: t 11 MQU SECTION OF 111E SwM Ft.Mto aut≤, 1 G 4 � �►��T REVISED BYC i t} DRAWING FOR VINYL SDINC111 F1A11 8GYETTE 1 1 FILE l'IAME: SK53- 1 6 DARE SIDING 4/99 ORAWNGAG i . 4/15/90 I 40if t 4 '•w►I P a t act, : 11 ctv. RcvliIcni Data S J.E 1/80 1 i ._._.. SHEET j' Or9 IN2 Installation of SSB960 roof vents should edt - SB N DU s rug ions p- _______ ly with all local standards and repulatrons: CAUTION: Use appropriate safety glasses, Installation'!of SSB960 roof vents should corn- gloves and other equipment to avoid injury r ply with all local standards and regulationsw adding an 8960 CAUTION: Use appropriate safety glasses; rani peak pI del techo gloves and other equipment to avoid injury. to Finished .Roots de tat }:i} 2, root peak �� V, Determine the location;of gents: piCo del tE#ao MD&I �,} l t Tait9 de toil w Cn ruction ' € Inspect the attic to determine the location of rafters and other ■ s�o ;, � tam t t`, obstructions.Evenly space the roof vents along the:width of the or Re Roofin � , `��' � roof�marking location of all roof vents before cutting hOl�es. , Center the holes between the rafters within 2'from the peak of the ratters roof.Mark a 10" circular outline for the hole on the top of shingles. j Determine the location of vents (Figure 5) 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 prepare the opening vigas between the rafters within 2'from the peak of the roof. Mark a lt}"" Using a sharp knife cut away the shingles(Figure 6A).Cut through chevrons circular outline for the hole on the roof.{Figure 1} Figurel •Figura 1 $ the sheathing using a reciprocating saw(Figure 6B).Carefully remove the roofing nails within 3"of the hole.Cut the shingles at the Cut and prepare the opening: I Vtop of the hole 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 r� until the first full course of shingles covers the bottom of the hole. i 4 „ fie a applications,use an l$"xlS"piece of OAF Weather Watch or Cut the excess shingles away from the hole.(Figure 2) (For ', -� GAF StormGuard°Leak Barrier.Center the leak barrier over the '• increased weather protection on new construction or re-roofing Fi ure 6 ,press p away„ g Figura 6 hole.Remove release film into lace and cut the leak applications,use an 7 8 x1$ piece of GAF Weather Watch or barrier spanning the hole.) GAF StormGuard&Leak Barrier.Center the leak barrier over the hole.Remove release film,press into place and cut away the leak Figure 2 •Figura 2 barrier spanning the hole.) Position the vent: Apply a generous amount of silicone,roofing cement,or water- '� Position the vent and nail the vent intoplace: proof caulking to the perimeter of the hole.(Figure 7A).Slide the 3 \\, = vent into place beneath the shingles,ensuring that the;throat of the The top of the SSB960 has an up-arrow formed into the flashing_ vent is centered on the hole(Figure 7B).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 s \° = = lace,spacing the nails every 1 apart around the perimeter The A A Ae Figure 7 •Figura 7 vents flange will be exposed on top of the shingles. .r+ - -- -+ nails should be 1"from the edge of the vent flange.Seal all seams and nail heads with an approved sealant,such as silicone,roofing cement or waterproof caulking.(Figure 3) Nail the Yen into place: Figure 3 •Figura 3 Nail the vent into place,spacing the nails every 4"around the perimeter of the vent.The nails should be 1""in from the edge',of Complete shingle installation: 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 Cut the shingles around the top of the vent to match its shape.' � ` _ - - � to seal any exposed nails.(Figure 8) Figure8• Figura8 Figure 4 •Figura 4 NOTE.In Canada,only the GAF and Quality You Can Trust Since 1886__ NOTE:In Canada only the GAF and • Q[rallty You Can Trust Since 1886_ Timberline logos are regstered trademarks; Timberline logos are registered trademarks. WMIdamentelosnanbresdeGAF from North America S Largest Roofing from North America's Largest Roofing y 1 Ma NOTA:onmarrs eg moose Canady Timberlrrre smmarcas regstradas en Careda � and VentilationVentilation /]UfaCtur+Bl` Ti mbedmeson marcas registradas en Gurada � and Ventilation Manufacturer REAIARQUE:Seds lea noms GAF et REMARQUE:Souls les noms GA.F'at Timberline sent des marques de G N$J jS Timberline sail des marques de GAFIAA'TBlALS commerce depose.au Canada CORPOfAstON .t commerce deposGes au Canada CORPORAflOH SHEET NO. IN3 1), / /1:/i - i II1T I __ �., .s{� STk ____ I1Li ___ - — --� 93 rn ' -- 1111 n Dli L "� c TS ems, — �! �F ,,„ CSA 3 3t7 q) ✓ z " c"° ` .► as i«. + $t om"` CA t SHEET NO. IN4 I ' I ________L / I 7 - _____ 1I U a _ Gib _ --� "'a 'r • 4 #r aiw -w jj U E 11111 '�1 : SHEET NO. il IN5 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 CMSTC16 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 Comer Plate Connector FL474 Exterior Doors Swinging Plastpro, Inc. FL4764 HD10A Bolted Holdown FL503 Panel Walls Siding Alcoa Home Exteriors, Inc. FL5538 HETA16 Embedded Truss Anchor FL1901 Panel Walls Soffit Alcoa Home Exteriors, Inc. FL5543 HETA20 Embedded Truss Anchor FL19o1 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 HGT-2 Heavy Girder Tiedown FL474 Roofin Metal Roofing Masonry Hurricane Tie FL1423 9 Marlyn Metals, Inc. FL5204.6 HSUL Skewed Face Mount Hanger FL1218 Structural Components Other FECP Corp.Cast-Crete Division FL158 HSU1LL26-2 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 HTT2 HDfrension Tie FL503 Structural Components Other-Mullions-Series 1445/1447 General Aluminum Co. FL5169 HTT22 HDfiension Tie FL503 P HU210-2 Hvy Face Mount Joist Hanger FL1218 Structural Components Other-Mulls&Brackets-Series 5300/ General Aluminum Co. FL5169 N HU26-2 Hvy Face Mount Joist Hanger FL1218 5347/5348,535O 155 w HU28-2 Hey Face Mount Joist Hanger FL1218 Huszs Heavy Joist Hanger FL474 Structural Components Other-Precast Lintels Wekiwa Concrete Products, Inc. FL 1418 w HUS26-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL572 HUS28 Heavy Joist Hanger FL474 HUS28-2 Joist Hanger FL474 Structural Components Wood Connectors-Anchors United Steel Products Co. FL859 HUSC26-2 Joist Hanger FL474 Structural Components Truss Plates Alpine Engineered Products, Inc. FL1999 HUSC28-2 Joist Hanger FL474 LGT2 Light Girder Tiedown FL1423 Windows Fixed Florida Extruders International,Inc. FL44 V w LSTA18 Strap Tie FL1901 Windows Fixed NuAir Windows&Doors FL5333 ^� o LSTA24 Strap Tie FL1901 LSTA30 Strap Tie FL1901 Windows Fixed Pittsburg Corning Corporation FL1363 LSTA36 Strap Tie FL1901 Windows Fixed-Series 1100/1900, 1450/1550 General Aluminum Co. FL5169 3 LTT19 Tension Tie FL474 Windows Fixed-Series 1100 TDL/1100/1900/ General Aluminum Co. FL5169 LTT20B Tension Tie FL474 1970, 1450 TDL/1450/1550/1570 '� o LTT131 Tension Tie FL474 LUS26 Joist Hanger FL3750 Windows Fixed-Series 5000 1 5300/5350 General Aluminum Co. FL5169 Masonry Screw Titen FL2355 MBHA3.56/16 Masonry Beam Hanger FL538 Windows Horizontal Slider Florida Extruders International, Inc. FL43 META16 Embedded Truss Anchor FL1901 Windows Horizontal Slider NuAir Windows&Doors FL5331 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 FL1901 MSTCM40 Strap Tie for Masonry FLI901 Windows Mullions NuAir Windows&Doors FL5722 MTS12 Twist Strap FL474 Windows Single Hung Florida Extruders International,Inc. FL42 MTS16 Twist Strap FL474 Windows Single Hun MTS18 Twist Strap FL474 9 g NuAir Windows&Doors FL5330 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 PHD8 Holdown FL503 1450/1550/1570 SDS'/.X1% 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 ST6224 Strap Tie FL1901 THA222-2 Joist Hanger FL474 SHEET NO. P1 SVR Lot 3 Block 1 CO I. GENERAL: III. MASONRY: V. WIND LOAD NOTES: 1.1 SPECIFICATIONS = ERG 2004 3.1 MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530 DESIGNED PER FRC 2004 (2004 W/ 05 & 06 SUP) & ASCE 7-02 ����� . ' r- 1.2 DESIGN LOADS: (CURRENT). 52 1 BASIC WIND SPEED = 120 s"" ��' SEC. GUST) u;_ ¢ w TCLL = 20 PSF WIND IMPORTANCE FACTO ,'- 1.0 TCDL = 10 PSF _ / b y ON 3.2 MORTAR FOR ALL MASONRY WALLS SHALL CONFORM TO ASTM C 270, 5.4 BUILDING CATEGORY I�` BCLL = 10 PSF TYPE M OR S. 5.5 WIND EXPOSURE CATEGORY # C BCDL = 10 PSF 5.6 INTERNAL PRESSURE COEFFITENTI(GCpi) = 0.18 No o 3.3 ALL CONCRETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS 5.7 EXPOSURE CATEGORY = ENCL`953ED F° 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: 3.4 GROUT SHALL CONFORM TO ASTM C 476. (USED TO CALCULATE UPLIFT RESISTANCE) = 11.8 PSF 1.4 WINDOWS, EXTERIOR DOORS, GARAGE DOORS AND OTHER w Z VENDOR-PROVIDED EXTERIOR CLADDING SHALL COMPLY WITH THE FRC 2004 Z 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 0 r_ GROUTING CELLS OF HOLLOW MASONRY UNITS, WITH OR WITHOUT VERTICAL E-r NOTES. REINFORCING. USE 3000 psi FINE GROUT (3/8" AGGREGATE MAX.) WHEN 5.10 COMPONENTS & CLADDING (GCp) (ROOF): 1.5 EXTERIOR WINDOWS & GLASS DOORS ARE REQUIRED TO BE TESTED IN GROUTING BOND BEAMS & PRECAST UNITS. ROOF ZONE 1, NEGATIVE _ -1.00 cam, ROOF ZONE 2, POSITIVE = 0.30 ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD & BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE 3.6 CONVENTIONAL REINFORCING BARS (VERTICAL & HORIZONTAL) SHALL CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. CONFORM TO ASTM A 615 GRADE 40 (MIN.), DEFORMED. 5.11 ROOF MATERIAL WIND RESISTANCE RATING = FASTEN SHINGLES IN ACCORDANCE WITH FRC W x 2004 AND WITH ASTM D 3161 Z 1.6 EXTERIOR WINDOWS & DOORS SHALL BE ANCHORED PER PUBLISHED 3.7 PROVIDE CLEAN-OUT OPENINGS FOR EACH GROUTED CELL. 5.12 COMPONENTS & CLADDING (GCp) (WALLS): SEE ELEVATION SHEETS Z MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE 3.8 ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON FACE SPECIFIED. 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"xl-1/2" HEX-HEAD LAG BOLTS FULLY SEATED IN PT 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/ 20 WASHERS @ 18" O.C (5 MIN. PER SIDE). ANCHOR BOLTS SHALL BE CAST IN PLACE 2.1 CONTRACTOR SHALL ENSURE THAT CONCRETE CONFORMS TO ACI 301 5.16 EXTERIOR SHEATHING: FASTEN 7/16" APA RATED 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 1.8 MULLONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE 302 (CURRENT), GUIDE FOR CONCRETE FLOOR & SLAB CONSTRUCTION, AND EDGES, 12" O.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 THE ROUGH OPENING SUBSTRATE. CONCRETE. Z 5.17 WOOD-FRAME SHEARWALLS: FASTEN 7/16" APA RATED -� 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 Q w 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 U 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 Z MATERIALS. WITH A 1/2" EPDXY SET ANCHOR BOLT WITH A MANUFACTURER'S PULL-OUT CAPACITY OF 1,750 3 4.1 TRUSSES SHALL BE DESIGNED PER FRC 2004 AND TPI SPECIFICATIONS POUNDS (MIN). FASTEN TENSION TIE TO DOUBLE STUDS WITH 10-16d NAILS. AND CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF �-4 FLORIDA. BRACING SPECIFIED BY THE TRUSS MANUFACTURER (INTERNAL TO 2.4 MINIMUM FOOTING COVER SHALL BE 12" BELOW FINISHED GRADE. 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 4.2 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. 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 (TPI) BSCI 1-03. 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 FLORIDF $U+LDIN.G GO-)E.,(FBG� �y CC� NAILS. 05 & Q=6, SUPPLIMENT) ANb A, 'CC' 'nt,2 a SHEET NO. ALL 4.5 ALL NON-LOAD BEARING FRAME WALLS SHALL BE STUD GRADE SPF ESP 4:DESlGN, THE S,H ALL ' E R (MIN), STUD SPACING AT 16" O.C. THE ESPONSIBILIT OFITHE C6NYfR OR S_1 L. JAS01^} 64764 SVRL' t3Block1 8" C.M.U. INSULATION 2x4 SPF STUDSO.C. FINISH @ 16" C PER ELEV. 25" LAP MIN w M 1 #5 DOWEL EXPANSION JOINT 1 2" GYPSUM BOARD b r- / FINISH FLOOR TYPICAL 3-1/2" / +� 10" I 2" 3EP 3-1/2B31/2 n" O FINISH GRADE 4 z i 1 (2) #5 BARS CONT. w�, 8„ 42 1'-4" 2 #5 BARS CONT. Oz 2 #5 BARS CONT. E.., A EXTERIOR MASONRY WALL FTG THICKENED SLAB EDGE THICKENED SLAB @ GAR. (NON-BRG.) D EXTERIOR DOOR SILL S-2 SCALE: N.T.S. SCALE: N.T.S. -S 2 SCALE: N.T.S. S-2 SCALE: N.T.S. S-2 Z VERTICAL WALL REINFORCEMENT W z (1) #5 DOWEL PLACED TO 25" LAP MIN. MATCH VERTICAL WALL 1 #5 DOWEL REINFORCEMENT (LAP 3-1/2" CONCRETE SLAB w/ z 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 13" FINISH PER. ELEV. � m IL=III=II�IIH11-�'" • I I EI I I-III=11 F' J C/� - o II-IIH1�111- FINISH GRADE z IIFIII-II' 8"x16" CONCRETE FOOTING Q -11111 11=11L=11r w/ (2) #5 BARS CONT. = 111LIIF II 24"x24"x16" FTG L� > L-11 (f'c=2,500 PSI (MIN.)) / (3) #5 BARS 0 EXPANSION JOINT =1 ICI t=111- w w 1 4 2 #5 BARS CONT. III„III-III-1 CLEAN COMPACTED, TERMITE 2'-0" H ' 4" Q NOTES: TREATED STRUCTURAL FILL 0 J Z FREE OF ALL DEBRIS Z N E GARAGE DOOR RECESS MASONRY COLUMN FOOTING 1. GROUT CELLS SOLID BELOW FINISHED FLOOR. O o S 2 SCALE: N.T.S. 2. FOUNDATION DOWELS NOT LAP SPLICED w/ VERTICAL WALL S-2 SCALE: N.T.S. LL a3 REINFORCEMENT SHALL BE CUT-OFF AT FINISHED FLOOR ELEVATION � Z 1/2" GYPSUM BOARD O F OPTIONAL STEM WALL FOOTING 1/20 x 8" ANCHOR BOLT 2x4 SPF STUDS 2x4 SPF STUDS @ 16" O.C. S-2 SCALE: N.T.S. 25" LAP MIN @ 16 O.C. w/ 2" WASHER @ 18" O.C. E OR 5/8"X 8" A.T.R. 5/8"0 x 6" 8" C.M.U. 1 #5 DOWEL SET WITH SIMPSON S.E.T EPDXY 1/2" GYPSUM BOARD SIMPSON TITEN HD FINISH PER ELEV. INSULATION ANCHORS @ 18" O.C 3-1/2" CONC. SLAB 3-1/2" STEP 3-1/2" STEP 3-1/2" CONC. SLAB COLD JOINT ijI :L. Jo 1 -4" (2) #5 BARS CONT. 1 4" 1 -4"__J2 #5 BARS CONT. (2) #5 BARS CONT. H FOOTING @ INTERIOR BEARING j MASONRY WALL FOOTING @ PATIO K THICKENED SLA L A, RA R ,) O S 2 SCALE: N.T.S. S-2 SCALE: N.T.S. S-2 SCALE: N.T.S. w°: 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 S-2 (w/ 05 & 06 SUPPLIMENTS) & ASCE 7-02. ALL OTHER DESIGN H # r003 ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2, GAOL I F8 64764 SVR nt 3 Block OO N r-1 REFER TO SHEET 1 SEC. 5.18 & 5.19 FOR NO SHEATHING JOINT HERE L ROOF DIAPHRAGM NAILING SPECIFICATIONS. c b 2x SYP 'L' BRACINGS @ 24" O.C. ¢ w SEE TRUSS ENGINEERING FOR SIZE, EXTERIOR LOCATION, AND ATTACHMENT 2X6 SPF w/ (2) ROWS OF 12d FINISH EXTERIOR NAILS @ 12" STAGGERED (EACH ROW) #5 VERT. WALL REINF. o co 3" MIN. 1/2" J-BOLTS w/ 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 NAILS (5 PER SIDE MIN.) w Z TOE-NAILED PER CONNECTION a C7 2x4 SPF (MIN) BLOCKING (EDGEWISE) @ 48" O.C. TOP ( • O� & BOTTOM FIRST FOUR (4) FRAMING BAYS GARAGE DOOR ri MIN. © GABLE GABLE ENDS (TYP.) FASTEN TO TOP FASTEN 7/16" APA RATED SHEATHING & BOTTOM CHORDS w/ 3-16d NAILS (TOENAILED) EACH END to TO GABLE END FRAMING w/ 8d NAILS @ 6" O.C. ALONG PANEL EDGES, 12 O.C. ALONG z INTERMEDIATE SUPPORTS I to 8" 2—COAT STUCCO FINISH. 2x8 P.T. #2 SYP JAMB BAPPLIED PER ASTM C 926 TRACK/BRACKET FASTEN INTERIOR ✓zz ATTACH GABLE TRUSS TO PER MANUF. SPECS. PLATE WITH 16d @ 4" O.C. STAGGERED 2x4 #2 SYP NAILED TO BLOCKING w/ 16d J / U B GAR. DOOR TO BLOCK ATTACHMENT DETAIL 1/2" S.R. GYPSUM BOARD NAILS @ 6" O.C. FOR GABLES OVER 24 LONG PLACE SHEATHING FLUSH S-3 SCALE: N.T.S. Q� DRYWALL SCREWS @ 12 o.c. (2 2x6 P.T. ILL PLATE WITH 1/2"0x12" w/ MASONRY E o @ CLG. & 16" o.c. @ WALLS ) . w "J" BOLTS @ 24" O.C. MAX 0 A GABLE END DETAIL Q a S 3 SCALE: N.T.S. F- Z �. FASTEN ROOF SHEATHING w/ 8d NAILS 0 w @ 6" EDGES, 12" IN FIELD & 4" O.C. ALONG NAILER 0 SIMPSON MTS16 >_ 4 1 TO TRUSS BELOW F- S •� 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 PLO RrII/G RESIDE,4TI ODi-(FRGS t C FLOE I(3A pUI.LDIVG.CODE= (FSC) (w7'`0 05 00 L)PPLTMENT),._ _0 .ASCE 2€-02 END. ALL T 1 DESIGN ELE NTS SHALL BE THE RESPONSIPp�IIj T, CONTRACTOR SHEETNO. VALLEY-SET ATTACHMENT DETAIL H' Uf:E -3 L. JAS0 S3 SCALE: N.T.S. �1 F E DA RE. o 03 SVR Lot 3 Block 1 00 ENG. ROOF TRUSSES #5 BAR w/ 25" (MIN.) -� o ROOF SHINGLES @ 24" 0. . LAP SPLICE (GROUT CELL w M TRUSS ANCHOR SOLID) SEE FLOOR PLAN _ _ _ G o SEE ROOF FRAMING PLAN - R-19 (MIN.) FOR REINFORCED CELL T SEE NOTES 5.18 FIBERGLASS INSULATION. LOCATIONS _�� 41 o & 5.19 (SHEET S-1) FOR ROOF NAILING SPECIFICATIONS #5 (MIN.) DOWEL N o INSULATION BAFFLE EPDXY-SET w/ SIMPSON I � A� SET EPDXY (OR EQUAL) -I -J MASONRY WALL W/ 6" MIN. EMBEDMENT T T � r • � EXISTING 1/2" GYPSUM BOARD DRILL 3/4"0x6" DEEP .a CONCRETE O (MIN.) HOLE INTO EXISTING r 'T FOOTING 1' 0' FOOTING MAINTAIN 5" (MIN.) L _ z EDGE DISTANCE E--i MAX. K.O. BLOCK BOND BEAM POUR s z SOLID W/ 1 — #5 BAR CONT. •• - ; • O 1•w1••��--ii w EACH MIN. LAP =25" 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 C RETROFIT DOWEL DETAIL E STUCCO FINISH. s-4 SCALE: N.T.S. APPLIED PER ASTM C 926 Q � a W RIDGE VENT: FASTEN p w TO ROOF PER MFR'S 25" MIN. LAP SPLICE INSTALLATION INSTRUCTIONS F- SEE ENG. FOR z NAILING DETAILS 3 15# ROOFING FELT 7 o 2 X 4 SPF 7/16" OSB ROOF SHEATHING • O 8" x 8" x 16" CMU r' (MIN) BLOCKING FIBERGLASS ROOF PROVIDE INSPECTION BOTH SIDES SHINGLES OF VENT HOLE @ EACH DOWNPOUR 3 1/2" 2500 PSI CONC. SLAB w/ APPROX. GRADE 6"x6" W.W.M. REINF. ON 6 MIL PROVIDE 12" V.B. LAPPED AND TAPED, MIN. COVER ALT. NYLON FIBER TOP CHORD OF ENG. 1-1/2" TYP. CLEAR ROOF TRUSSES (TYP) SLOT @ RIDGE (SEE =III I l hI I I�I I �° 11=111 11=III=n=IT�1I I=ITI=1T=1 i I�Ti=111 VENT MFR'S INSTRUCTIONS) IIIJI�I 1=111-III=11 IIJ - CLEAN, COMPACTED, TREATED IIL=lll�ll 11-1' FILL UNDER SLAB REVIEWED FOR COMPLIANCE WITH THE II- I- 11=1 I1=III=1 I 11II I LI I I-I I IH - 1=I I I 11X111=11 -I I I-M I L-I I L=I I I-I I I-111=111=111=111- WIND LOAD PROVISIONS OF THE 2004 SEE FOUNDATION PLAN FOR SIZES II - - I ° II -III=11CI11-111-IICIII�II-1 FLORIDA RESIDENTIAL CODE (FRC) & -III_IIFIII�II=11t=III=IIrIIIJIL=III=III- - 2 #5 BARS C0NT.jF B RIDGE VENT DETAIL IIL-III=111JII-111J11=III=IIEIII�IL=IIL=111���1�1=1�1=11� FLORIDA BUILDING CODE (FBC}. (�✓ ;YC -IIL=III=IIL-IIL-IIf=IIL-III= S SCALE: N.T.S. 05 & .© SUPPLfMEN7), AI D A CE 2 SHEET NO. ALL OTF ER D'ESIGN E ANTS SHALi__.f a TYPICAL WALL SECTION THE RE��iC�tSsIBiL+TY l-r CONTRACTOR S4 SCALE: N.T.S. S-4 L. JASON. E PE .-: dT c64 SVR Lot 3 Block OO m M o r-+ (3) 16d TOENAILS STUD TO BOTTOM PLATE I d w mom o k c . lOd - 3" O.C. o o z SIMPSON H10 AT EACH TYPICAL TRUSS LSTA18 O 16d TOENAILS 0 4" O.C. 2x4 SPF (MIN) BLOCKING 0 16" O.C. w/(3) 16d TOENAILS @ EA. END u Z 2x4 RIDGE BLOCKING r Z w/ (3) 16d TOENAILS 1 SECTION DETAIL PER SIDE TRUSS BRNG. ELEVATION S4C SCALE: N.T.S. SIMPSON H10 L/] (2) 2x6 HEADE RgNVENTIONALLY sTRUC ORAL SHEET TRUSS NGINEERING ON INSIDE SPH W/ (12) lOd NAILS Z SIMPSON LSTA18 W/ S ES 0 24" 0 C ON INSI OF WALL, TYP. L 0 (22) 10-d NAILS TYP. ENG. DORMER TRUSSES 0 24" O.C. 0 0 2"x4" WALL EXTENDS DOUBLE 2"x4" TOP PLATE 1� TO FLOOR FASTEN TO TRUSS w/ H10 w � � w ENG. ROOF TRUSSES F� 3 NIIL - Q z FASTEN KNEEWALL TO GIRDER 2 , TRUSS w/ (1) LSTA18 (MIN) Q 3 O EACH STUD (TYP.) 1/2" CDX OR 7/16" O.S.B. FASTENED w/ 8d NAILS 0 4" O.C. BOUNDARIES, SIMPSON MTS12 W/14—lOd NAILS 2x4 SPF STUDS 0 16" O.C. 6" O.C. EDGES, 8" O.C.FIELD. FASTENED TO GIRDER TRUSS BELOW U.N.O. w/ (3) 16d BLOCK ALL SEAMS 0 (TYP. EACH SIDE) NAILS TOP & BOTTOM SHEAR WALLS 2x4 KNEEWALL REVIEWED FOR COMPLIANCE WITH THE BOTTOM PLATE SHALL EXTEND OVER TOP CHORD OF TRUS WIND LOAD PROVISIONS OF THE 2004 BELOW FLORIDA RESIDENTIAL CODE (FRC) & FLORI aUllLDIN& CODE FHC) w/ 05 & b6 SUJPPLIMENIT) ANO ASCE 7-02 SHEET NO. BLOCKING FULL HEIGHT OF TOP ALL OTHER DESIG LEMEI'fTS S1HALL CHORD w/ (4) 16d TOENAILS 2"x4" SPF BOTTOM PLATE THE RESPONSI OF HE CONTRACTOR EACH END w/ 10d @3" O.C. INTO t. `J GIRDER BELOW (INSIDE) A DORMER KNEEWALL ATTACHMENT DETAIL SEE SECTION 1 S4C SCALE: N.T.S. S4C L. JASO # R RPE nAfii ; P COQ 6471 SVR L Block ROOF SHINGLES OO 7/16" APA RATED SHEATHING SEE NOTES 12 5.18 & 5.19 (SHEET S-1) FOR ROOF (TYP) VARIES (SEE PLAN) NAILING SPECIFICATIONS > o . . PRE ENGINEERED WD TRUSS @24" O.C. U.N.O. r' c ai SECOND F OR o o cj 15 LB ROOFING FELT (SHINGLES) 15 LB ROOFING FELT 7/16" O.S.B. DRAFTSTOP 7/16" APA RATED SHEATHING FA (SHINGLES) �Z NAILED TO FACE OF WEB BOTTOM CHORD: PERPENDICULAR TO FRAMING W/8d A S .-. SPACE AT 400 SF AREAS @6" O.C. ALONG PANEL EDGES AND 1 DRIP EDGE O`n OF SECOND FLOOR VING AREA O.C. ALONG INTERMEDIATE SUPPORTS 2x6 SUB FASCIA W/ ALUM. 3/4" T&G FASCIA & SOFFIT FLOOR DECK 2x4 SYP VERTICAL BLOCKING 2 X 4 RIBBON JOIST @TOP AND BET RIBBON BOARD BOTTOM FASTEN TO TRUSSES AT EACH TRUSS HEEL. USING (3) 16d NAILS @ EACH TRUSS a" 3—COAT STUCCO FINISH. 7/16" OSB SHEATHING APPLIED PER ASTM C 926 TRUSS BOTTOM R19 MIN. INSULATION SEE ROOF PLAN FOR CHORD 1/2" HIGH STRENGTH TRUSS FASTENER DRYWALL PB WIRE LATH NOTE: ALL PENETRATIONS 1 C�2 PT WD FURRING K.O. BLOCK BOND BEAM POUR Z Q N THROUGH DRAFT STOP1 O @16 O.C. SOLID W/ i — #5 BAR CONT. s" 3—COAT STUCCO FINISH. MATERIAL MUST BE �- SNUG-FITTING. SEAL EACH MIN. LAP -25" APPLIED PER ASTM C 926 U PENETRATIONS WITH FILL W/ 3000 psi CONCRETE. 1/2" DRYWALL POLYCELL FOAM. #5 REBAR J V z 5# OIFI�G TE STUCCO STOP J w Q R4.1 MIN. INSULATION ON 8" C.M.U. TYPICAL FEL ML AL 3/4" T & G PLYWOOD EXT. BLOCK WALLS Ct r NAILED & CLUED TO 8-d NAILS r3 0 TRUSS CHORDS. AT 6" O/C NAIL W 8-d NAILS AT / 0 S JJ12" O� 1©PT WD FURRING 7/16" O.S.B. DRAFTSTOP STUCCO FINISH. .r..� 2ND FLR LINE CUT TO FIT AND @16" O.C. IC) INSTALLED BETWEEN APPLIED PER ASTM C 926 g EA TRUSS VERTICAL e—I a 1/2" GYPSUM (1) #5 VERT. IN FILL CELLS o WALLBOARD U.N.O. 2 X 4 HAILERS INSULATION MIN. 3 1/2" 2500 PSI SPACED PER FOUNDATION PLAN W/DOWELS 25"(MIN) O o EMBED ACI STD HOOK 6" IN BOND BEAM GROUT TYP. BETWEEN .0 TRUSS CHORDS. CONC SLAB W/ 6" X 1 4 T. BASE CELLS SOLID PLASTER STOP o 6" W.W.M. REINF. ON NAILER W a 6 MIL V.B. LAPED BASEBOARD INSPECTION PORT AT EACH EXPANSION DETAIL a 4 AND TAPED. ALT: FILLED CELL TYP. o NYLON FIBER BOTTOM CHORD STD 90° HOOK (SEE OF TRUSS 1/ HS DRYWALL CLG. 0 DETAIL) REVIEWED FOR COMPLIANCE WITH THE REF APPROX. GRADE. WIND LOAD PROVISIONS OF THE 2004 BARRIER II PROVIDE 12" FOOTING FLORIDA RESIDENTIAL CODE (FRC) & 6 MIL VAPOR 'IIIJII III-11 L=' COVER (MIN). FLORIDWHBT [' NG CODE ('FBC) - w j III-II ° I- L=�' 05 & 0 U PLlN1EN , 'AND ASCU 'b III SHEET NO. III IC ALL OTGER;ID'C�SII' LEM T5 SHALL' �IIIHIL=11L=110111111 SEE FOUNDATION PLAN FOR FOOTING SIZE THE RESPONS III OF THE CONTRACTOR .III_IILJtLJII-111- CLEAN POISONED AND COMP.A _4 TYPICAL 1.5 STORY WALL SECTION SOIL. (COMPACTED TO 95% _ ate S D SCALE: N.T.S. MODIFIED PROCTOR ASTM 01557) L. JASOIT' Rt P E 1DA T�4 D 4 � . 4i6 SVR Lot 3 Block TOP VIEW _ cnM w M .b N w 2x6 'L' BRACIN '-' 2x4 SPF (MIN) BLOCKING (EDGEWISE) <t a> @ 48" o.c.. FOUR FRAMING o BAYS MIN. @ GABLE-ENDS (TYP.). 2x4 SPF (MIN) W/ (2) ROWS OF FASTEN W/ (3) 16d NAILS 16d NAILS @ 12" A-. (TOENAILED) EACH END. STAGGERED (EACH ROW). Lj SEE NOTES FOR ROOF W Z DIAPHRAGM NAILING R-19 (MIN.) O SHHRE. GABLE END �C7 SPECIFICATIONS. FIBERGLASS JOINT HEERE. 7 TRUSS STUDS. INSULATION. 2x6 FIRE-STOP LEVEL W �� 2x6 SPF UB— LEDGER. ATTACH W/ (3) 16d FASCIA NAILS AT EACH 'T' BRACE W INTERSECTION. �w 2x4 SPF BLOCKING WIND IT 7555@ 32" o.c. R.O. 2x6 SPF (MIN) LEDGER ATTACHED TO w 'L' BRACING USING (3) 16d ' NAILS AT EACH INTERSECTION. b" 3—COAT STUCCO FINISH. 2x6 SYP L BRACING @ EACH VERTICA APPLIED PER ASTM C 926 WEB. FASTEN TO GABLE-END STUDS < W/ 10d NAILS @ 8" C.C. FASTEN 7/16" APA RATED Lv SHEATHING TO GABLE—END FRAMING W/ 8d NAILS @ C'3 0 w • 6" o.c. ALONG PANEL Z EDGES & 12" O.C. ALONG PRE-ENGINEERED INTERMEDIATE SUPPORTS. TRUSSES @ 24" O.C. 3) 16D TOENAILS @ < �1 EACH INTERSECTION. ILL V z W �1 GABLE-END Q WINDOW FRAMING 0 ATTACH GABLE TRUSS TO 0 3 PLATE w/ 16d @ 4" O.C. STAGGERED F- Lo 3 • L(22�6P.T. SILL PLATE 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 /2" S.R. GYPSUM BOARD EDGE-WISE @ PERIMETER FASTENED 1 1 / (3) 1 2d NAILS (TOENAILED) @ EACH END. w/ 5d DRYWALL NAILS @ 7" O.C. OR DRYWALL SCREWS @ 12" O.C. REVIEWED FOR COMPLIANCE WITH THE @ CLG. & 16" O.C. @ WALLS WIND LOAD PROVISIONS OF THE 2004 FLORIDA RESIDENTIAL CODE (FRC) & FLORIDA BUILDING CODE (FBC) (w/ ('ABLE-END DETAILS 05 & 06 SUPPLIMENT) AND ASCE 7-02 ALL OTNL:Q $IGN_ lPJTS SI 1kL;� E SHEET NO. S-4 SCALE: N.T.S. THE RESRO'NSIBIL 0 THE C.ONTROR S-4 L. JASON B G U P DATE #O03 E iI7, SC 54764 SVR Lnt 3 Block 1 OO M f n — W M ' > o DOUBLE SPF TOP PLATE LAP SPLICE mn SIMPSON SPH4 @ 24" O.C. w/ (12) JOINTS 48" (MIN.) w/ (15) 16d NAILS o -o c.) 10d x 1-1/2" NAILS EACH SIDE o o El FLOOR TRUSSES SEE TRUSS LAYOUT FOR DOUBLE SPF TOP PLATE LAP SPLICE TRUSS CONNECTORS U JOINTS 48" (MIN.) w/ (15) 16d NAILS \ __ .. . .. // i�1Z 0 H � - �X23 SIMPSON SPH w/ (12) 10d NAILS TYP. _ __ I SIMPSON SPH4 w/ (12) 10d x 1-1/2" NAILS EACH END OF HEADER Z 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. FASTEN STUDS w/ 12d NAILS @ 6" O.CJ FASTEN STUDS w/ 12d NAILS @ 6" O.C. 2X_ SPF MID-POINT BLOCKING TYP. 2X_ SPF MID-POINT BLOCKING TYP. w DOUBLE JACKS DOUBLE JACKS z 5/80 x 8" TITEN HD'S @ 18 O.C. 5/80 x 8" SIMPSON WEDGE ALL ANCHORS m @ 18" O.C. MAY BE USED IN LIEU OF a ° ° ° ° ° a ° ° •�--r O ANCHOR BOLTS FOR BEARING WALLS a WITHOUT A SLAB STEPDOWN a Q ° ° a a ° a ° ° ° a ° ° O / '\ 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/1V NAILS TYP. FOR FOOTING SIZE @ 16 O.C. FOR FOOTING SIZE A LOAD-BRG. INTERIOR STUD PARTITION DETAIL B LOAD-BRG. INT. STUD PARTITION DETAIL (W/O UPLIFT) S 6 SCALE: N.T.S. s 6 SCALE: N.T.S. REVIEWED FOR COMPLIANCE WITH THE WIND RA RRQVISIONS_OF .THE 2QQ ;C SHEET NO. FLORIDAI ESIDENTIAL .COD, (FRC. & FLORIDIZ'"BUILDING CO ( ) (w/ 05 & 8b'`SUPPPF )//x:) ASCE 7 02 (� ALL OTHER DE EL NTS SHALL BE S 6 REFER TO DETAIL A, SHEET S-6B FOR THE RESPO 4TH, P NTRACTOR �.J MASONRY ATTACHMENT WHEN REQUIRED. L_ JASO ; C P:-t: DATE E 4003 ' SVR Lot 3 Block 1 OO — W M r— c b N > o M o -- 1/2 x 8" 'L' BOLT o 0 @ 24 O.C. VERTICAL SPACING. 2x SPF STUD 1x8 PT BUCK SEE SHEET 1 FOR WALL SIZE 1/2" x 8" 'L' BOLT @ 24" c7 O.C. VERTICAL SPACING. 00 O • OO E SEE TRUSS LAYOUT FOR DOUBLE TOP SPF PLATE LAP SPLICE JOINTS TRUSS CONNECTORS 48" (MIN.) w/ (15) 16d NAILS z EXTERIOR `� HEIGHT REINFORCED CELL VARIES w SIMPSON SPH w/ (12) 10d NAILS TYP. Y TOP VIEW V1 2 X 4 (MIN.) STUD GRADE OR 2x_ SPF STUD SEE PLAN BETTER STUDS @ 16" O.C. A FOR WALL SIZE II J w �PTCK Q J NOTE: 1/2" IN) x 6" WEDGE BOLTS Q MAY BE ED IN LE!U OF CAST IN W PLACE ANC ORS. INSTALL WITHIN 6" OF THE TOP AN BOTTOM PLATE @ 24" O.C. 2X SPF MID-POINT BLOCKING TYP. BETWEEN END ANCHORS. DO NOT USE Q Z I = 5/80 x 8" TITEN HD'S @ 18" O.C. m Q O Z z a 5/80 x 8" SIMPSON WEDGE ALL ANCHORS J @ 18" O.C. MAY BE USED IN LIEU OF Qo c� ANCHOR BOLTS FOR BEARING WALLS O WITHOUT A SLAB STEPDOWN a a ° a d a a _ "U lii , E1111a1l- REVIEWED FOR COMPLIANCE WITH THE X11= IIII- WIND LOAD PROVISIONS OF THE 2004 IIII� III II FLORIDA RESIDENTIAL CODE (FRC) & 1 I I EI I1=111=11 C-III: SIMPSON SPH W/10-10d NAILS TYP. 11=11 11=11 111=III- FLORIDA BUILDING .CODE (FBQ) (w r; �i�n—ii�� 05 " F{� '�5UPPL(M T), Ala{( SE7 02 SEE FOUNDATION PLAN FOR FOOTING SIZE ALL -1 - DESt. ELEME1VTS SHAJ1CK BE SHEET NO. THE & ITV/ THE CONTRACTOR A LOAD BRG. FRAME TO MASONRY ATTACHMENT DETAIL , Ii S-6 S-6 SCALE: N.T.S. L. JA 1 F. DA`1 " ^ .640p3 9 RED, SVR nt 3 Block 1 OO EIIIIIIIcn M N e-1 w M PIGGYBACK TRUSS NAILED TO SIDE OF EXISTING TRUSS USING 12d NAILS @ 3" O.C.. > o PURLIN BRACING AS SPECIFIED ��- o BY TRUSS ENGINEERING. c ai o � N � rC WU O F' (mow z w A PIGGYBACK CONNECTION @ MAIN TRUSS SPAN 6 SCALE: N.T.S. Z W 0 cn v O `//�� Z U) PIGGYBACK SITS ON TOP OF GABLE I _ END TRUSS. 2x8 SIP SCAB TO INSIDE FACE ONLY. ATTACH SCAB USING 12d NAILS @ 3" O.C. U INTO ALL INTERSECTING MEMBERS. • �V a V FL REVIEWED FOR COMPLIANCE WITH THE WIND LOAD PROVISIONS OF THE 2004 FLORIDA RSI� J ; DJE �r FL Y ThA 'EUI1WING CLYDE CEBc3 w/ 05 06.;'5UPPLIMENT , AND ASC 7 02 ALL--'bT`H IO DESIG LEMEN S SHALL BE THE RESPONSI (g E F:" E CONTRACTOR SHEET NO. B PIGGYBACK CONNECTION @ GABLE-END S-6 L. JASON ER , 4'E.` ' [7a S-6 SCALE: N.T.S. APEQIDn: ; SVR Lrt 3 Block 00 6 NO SHEATHING " MAX. 2X6 w/ (2) ROWS OF 12d NAILS @ JOINT HERE c d 12 STAGGERED (EACH ROW) > o m o 2x6 SPF SUB FASCIA 2X4 SPF BLOCKING @ 32" O.C. C7 /" 3-COAT STUCCO FINISH. O Z APPLIED PER ASTM C 926 STUCCO STOP WHEN APPLICABLE �T�C7 F--�--1 W GALV. 'L' FLASHING SET IN ASPHALT SEALANT F�Z z W ATTACH EACH PRE-ENG. MONO TRUSS - / TO FLAT CHORD OF STRUCTURAL GABLE w/ (3) 12d TOENAILS. ROOF SHINGLES (SEE PLAN) 2X6 SPF SUBFASCIA______ / / J = L1J 0 U z 0 SEE PLAN FOR SETBACK 0 0 m •.� z TRUSS ANCHOR 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 RESIDENTIAL CODE (FRC) & FLORIDA BUILDING.CODE F,PC) {W`/? 05 & OMB t PLIM N }; AND ASCE_ 7-Op ALL OTHE 't F/'E' M-E, TS SHILL E SHEET NO. THE RES Y1 S/OO ' THE CONTRACTOR L. JASON P.C. DATE $ 6 "t A SVR Lot 3 Block 1 00 c� M a) N .—y W M c 'n N m oO� ai a 2X A•.VERTICAL LEG OF TRUSS 5/8" SHEATHING MASONRY) W ABV W z VINYL SIDING - _.______\ii " C[� HOUSE WRAP BARRIER METAL PLATE @ BTM OF EACH TRUSS 7/16" OSB SHEATING E4w w/ ALL SEAMS TAPED OR USE 15# ROOFING FELT @ LINTEL. & OVERLAPPED TO 8'-0" HIGH 8" 3-COAT STUCCO FINISH. OUTSIDE STARTER MASONRY APPLIED PER ASTM C 926 STRIP WALLS. ' w z _ __ _ / \ _ __ STARTER STRIP LAP CORNER MINIMUM NAILER TO BOTTOM 1" 1" MIN. °a o 6" w/ INFILTRATION CA OF OSB PROVIDING OVERLAP BARRIER. Q� 1-1/2" OVERLAP OVER o TEXTURED, PAINTED FINISH BELOW. J Q N STUCCO FINISH. VINYL CORNER APPLIED PER ASTM C 926 TRIM LV GABLE END TRUSS Z v ? / /5/8" SHEATHING p 7 w TYVEK OR EQUAL U INFILTRATION WRAP J VINYL SIDING Q o —J ._ A Z_ 5 A VINYL SIDING @ GABLE DETAILS B VINYL CORNER TRIM DETAIL \\ S6 SCALE: N.T.S. 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 ASE : -D2 ALLY I?i R 1 ICN ELEMENTS SHAT, BE THE ' P©' SIBt T OF THE CONTRfCTOR SHEET NO. L. JASON B DATE 4IA, �, 640Q3 6 EN y K