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Linkside Drive 1617 cr f7 7 LC3 cr) A -C:3 0 14 ca z z z 0 0 Ln ]IP b 1 LL CO3 zT qp tu cc- 0 8 0 co UY cc Isla V1. 68 it: LC L� LL: -j oi C/i C6 cd L9 U cnp Ail ac ZL db If W— i ��a Lli WiF EMI,—ll I KP M-7 TL (21 -117 qp F-T. IP ' u 12 co iT7 ID I to di) I L ci og )1; .. ........... 119 7, 1� -10 1 19 Ld LLI LLI z z z C-1 0 0 0 U) U) cr W a: ft I C LL 0 IM 1. In D ru cc < cc < 0 0 7j 0 0 0 Z1. C6 ui C� Cd 01 WA 0 29 Ila C) 1z LO !47 19 tzv= IrF -1L— E ul Call J- F FF / Lp T 14 LAJ 7 ---------------------- U'l 4>-- 74 -EE P-4 . -114-1 NO. DRAWN BY: REVISION DATE DATe REVISION. DATE ntex Homes NORTH FLORIDA DIVISION S.F.LIVING AREA CKED BY: REVISION DATE S.F.GARAGE 6w&- 7/3 Iq S.F.COVERED PATIO SHEET OF REVISION DATE COPYRIGHT 019- S.F.COVERED ENTRY A,A. : Centex Homes lb"91pas a n WINUQ0__ TBUCIIQN REQUIBEMENI 0�1,.teo on felt . tPh6othIng on pro—ongln"red roof 12r 2r 1 Z 1 Studs: Rafter Ties 0 4'—d' o.c. and at eiach side of all openings, trusses 0 000. 30 Insulation top and bottom plates: cardboard Insulation bqfflao 11t colling board Top Plate: Hughes (RT2418) Hughes (RT1818) Bottom ' Plate, (Ties good for 865 lbs.) 1. huge* hd 2x aluminum eave drip 1. hu hes qd 2x Trusses: Minimum strap at each! truss—Hu(ghes Hold Down Strap he down strap4 hold down straps (True 'rie). Trusses and " jacks witth less than a 10' 2. double 2x4 top pkite 1x2 p.t. 2. dGubla 20 top plate spun to have (1 ) hurricane hc clip. 3. nifter tlas (hughes A111118) 2xe p.t. fascia 3. rafter ties (hughas A1818) 0 41—Cr o.c. and 6 each soffit 0 4'—Cr o.c. and 0 each Headers; To conform with SBCCI section 1707.3 w/ applicable charts. sida of an opening side of an opening vent Wall studs to meet section 17017.3.2 for header support 20 and cripples. verticlo or horizontal Ix frieze __22 gage Use IS! o.o.v. WIT approved for 22 gage ties XT o.c.h. r* U red wind shear min. support for each tie Gable Ends: See details provided �' o' n "the plans for special (2&0" ibs I/f min.) vm ._; ., bainier not to exceed 3 sq. ft. framing require' mentsT or better) of wall am 11r drywall (Note: 1 st truss must be dropped so that outlooker siding over approv _brIck or stucco can be framed from .2nd truss bGck. ' *d sheathing for r-1 I insulation Multod wind shoor (minimum 200 lbe I/f min.) d"all Sheathing: Sheathing to be cornpamble'- tto 7116r o.s.b. with 9114 rebar voirtical 6r nailing on edges. and 127 interior -to obtain Wo.a. mInImu bond of 11/top and"� bottarnr— 1. 11tAlt anchor bolte 0 36' o.o. r-11 Insulation a .I minimum of 210 lbs. , per I/f of . shear. 2. 20 p.t. sole plate *0 9114 rebar rtical IV concrete slab w/ In continuous boad of sealant iro.c. Girder Trusses; Trusses with an uplift of between 1000— 1800 lbs. axe 10/10 W.W.M. over bond 11 1/tIOMPInalm"dumir bottom shall have continuous. conneptors from top plate to 4* concrete slab w/ a 10/to W.W. . over bottom plate. MGM rj4rPr#%b&rms*h?2 UsW Top Plate— rt24 :Hughes Wanufacturing) ILI u yhod f loQr 'S 10 %0 Z finished floor W 044 awro.-Wuhu perimeter.) Bottom Plate— wal 50 Huighes Manufacturing) W_ T1 r HE _T11- waterproof membrane -M. - Li tu -L E ffi—M—M 11 If concrete bloc E Ir concrete block w\ all coils filled W _U1_ til— I. fl- w\ all c4lis filled —I NOTE: J16 compacted it .11 e V46 CRIOR WALLS ARr_7 fili - m tq ... compacted fill ALL EXT' RnIshod grade I/ flnIshed-9 ---- t USED AS SHEAR WALLS tit t —M-1 I R-6m,U 1 ft tr concrete footer Noton 1. (1)#4 rabor at all earners _L i 2Crx Ur cone. fooW INCLUDING ALL HEADERS AND W 2) #4 rebars M_ I 2. top of block to top of footing w/(3) #4 r9bars OPENINGS WHERE PROPER s 11 not exceed 4 I-ar FASTENERS ARE PROVIDED$ 5' opening 3. stornwall Is Im than 31 4! a ,opening then footing must be 1(f x 2Cr. or or more NOTE: Stemwall Footer with Standard Wall Section ANCHOR BOLTS MUST BE USED WITHIN d' OF A Y BREAKS Scale; 1/r- 11-cr (WINDOWS,DOORS) IN ALL SHEAR WALLS. Header Clipping... Placement 2rx2rx1/1r washer 0. 0ouorn plate I 1:tx1Gr anchor bolts 0 Mr o.c. 20 blocidng 0 shootbIng joint — blooldn hurricane cilp 11-25 or batAer dIS18 or equal--\',, top Plate '-45��I_6x6 10/10 w.w.f. or fiberm"h .4 A-,4 7/107' structural roof shoothIng 2x4 a Zro.o 20 barga rafter owt. Fin.gratio UbIN99%6 ShIngle $41P E E fasciQ +I 1E E compacted fill] '---top chord of IV end b 1h trfaw dro _pped and garage do" hw6r7 CA cont. 2x4 scab from top N 127( story) to bottom chord 0 x-brqcing 7/11r o.o.b. w/2r 1 011 2x4 x 0 IL 16" (provide additional 2xV* palling on ad a I 'rce*b'a"r 9 _(2) 4 rebar aroundprimoUr, at vertical If hlgqo around parlm be 2x4 acab cont. top to bottom Lc than both sides wy 2A studs (two st n outside rebor 2 at comer 01 ;fu 0 9!9 ho d Or to form an shape) ory Note: for a two simy uve chord 0 81-CF from gable Notf,.1 Iff minimum width f Note;For garage return@ less (3) # 4 robary on garage r*tum. Man 11-Hr u" 1913t o.s.b. W/ Idd. nails. Monolithic Footer bottom chord of gable end trum scale: 1/2r- 1,-Cr 7 (jpa2g w/(20)15d (2) 20 top plate 20 stud 20 scab 0 verL web Is not pro*oM---/ p.t. bottom plate --red tLead anchor cont. 2x4x8 #2 _2x4 *Wde 0 16" o.a. garage floor hurricane clip w/ Twasher latmi brace 0 4T 0.06 20 blocking 0 Or o.c. between 1(f anchor bolt as required p.L2x4 (2)ho clips 0 Or ox gable and first truas f Garage Door Return COmpacted fill Platform Frami Gable End vapor barrier (2) #4 reborn J n scale: Tle. 1--cr 16" scale: 1/2r.0 V-cr Interior Bearinq Wall FILE, HURCOETI.DWO Scale: 11,T_ 1,-(r PLOT.. Ile-l'-cr REV. 14/28/95 JW -7 bhP5fJLT)r, cr f7 7 LC3 cr) A -C:3 0 14 ca z z z 0 0 Ln ]IP b 1 LL CO3 zT qp tu cc- 0 8 0 co UY cc Isla V1. 68 it: LC L� LL: -j oi C/i C6 cd L9 U cnp Ail ac ZL db If W— i ��a Lli WiF EMI,—ll I KP M-7 TL (21 -117 qp F-T. IP ' u 12 co iT7 ID I to di) I L ci og )1; .. ........... 119 7, 1� -10 1 19 Ld LLI LLI z z z C-1 0 0 0 U) U) cr W a: ft I C LL 0 IM 1. In D ru cc < cc < 0 0 7j 0 0 0 Z1. C6 ui C� Cd 01 WA 0 29 Ila C) 1z LO !47 19 tzv= IrF -1L— E ul Call J- F FF / Lp T 14 LAJ 7 ---------------------- U'l 4>-- 74 -EE P-4 . -114-1 NO. DRAWN BY: REVISION DATE DATe REVISION. DATE ntex Homes NORTH FLORIDA DIVISION S.F.LIVING AREA CKED BY: REVISION DATE S.F.GARAGE 6w&- 7/3 Iq S.F.COVERED PATIO SHEET OF REVISION DATE COPYRIGHT 019- S.F.COVERED ENTRY A,A. : Centex Homes lb"91pas a n WINUQ0__ TBUCIIQN REQUIBEMENI 0�1,.teo on felt . tPh6othIng on pro—ongln"red roof 12r 2r 1 Z 1 Studs: Rafter Ties 0 4'—d' o.c. and at eiach side of all openings, trusses 0 000. 30 Insulation top and bottom plates: cardboard Insulation bqfflao 11t colling board Top Plate: Hughes (RT2418) Hughes (RT1818) Bottom ' Plate, (Ties good for 865 lbs.) 1. huge* hd 2x aluminum eave drip 1. hu hes qd 2x Trusses: Minimum strap at each! truss—Hu(ghes Hold Down Strap he down strap4 hold down straps (True 'rie). Trusses and " jacks witth less than a 10' 2. double 2x4 top pkite 1x2 p.t. 2. dGubla 20 top plate spun to have (1 ) hurricane hc clip. 3. nifter tlas (hughes A111118) 2xe p.t. fascia 3. rafter ties (hughas A1818) 0 41—Cr o.c. and 6 each soffit 0 4'—Cr o.c. and 0 each Headers; To conform with SBCCI section 1707.3 w/ applicable charts. sida of an opening side of an opening vent Wall studs to meet section 17017.3.2 for header support 20 and cripples. verticlo or horizontal Ix frieze __22 gage Use IS! o.o.v. WIT approved for 22 gage ties XT o.c.h. r* U red wind shear min. support for each tie Gable Ends: See details provided �' o' n "the plans for special (2&0" ibs I/f min.) vm ._; ., bainier not to exceed 3 sq. ft. framing require' mentsT or better) of wall am 11r drywall (Note: 1 st truss must be dropped so that outlooker siding over approv _brIck or stucco can be framed from .2nd truss bGck. ' *d sheathing for r-1 I insulation Multod wind shoor (minimum 200 lbe I/f min.) d"all Sheathing: Sheathing to be cornpamble'- tto 7116r o.s.b. with 9114 rebar voirtical 6r nailing on edges. and 127 interior -to obtain Wo.a. mInImu bond of 11/top and"� bottarnr— 1. 11tAlt anchor bolte 0 36' o.o. r-11 Insulation a .I minimum of 210 lbs. , per I/f of . shear. 2. 20 p.t. sole plate *0 9114 rebar rtical IV concrete slab w/ In continuous boad of sealant iro.c. Girder Trusses; Trusses with an uplift of between 1000— 1800 lbs. axe 10/10 W.W.M. over bond 11 1/tIOMPInalm"dumir bottom shall have continuous. conneptors from top plate to 4* concrete slab w/ a 10/to W.W. . over bottom plate. MGM rj4rPr#%b&rms*h?2 UsW Top Plate— rt24 :Hughes Wanufacturing) ILI u yhod f loQr 'S 10 %0 Z finished floor W 044 awro.-Wuhu perimeter.) Bottom Plate— wal 50 Huighes Manufacturing) W_ T1 r HE _T11- waterproof membrane -M. - Li tu -L E ffi—M—M 11 If concrete bloc E Ir concrete block w\ all coils filled W _U1_ til— I. fl- w\ all c4lis filled —I NOTE: J16 compacted it .11 e V46 CRIOR WALLS ARr_7 fili - m tq ... compacted fill ALL EXT' RnIshod grade I/ flnIshed-9 ---- t USED AS SHEAR WALLS tit t —M-1 I R-6m,U 1 ft tr concrete footer Noton 1. (1)#4 rabor at all earners _L i 2Crx Ur cone. fooW INCLUDING ALL HEADERS AND W 2) #4 rebars M_ I 2. top of block to top of footing w/(3) #4 r9bars OPENINGS WHERE PROPER s 11 not exceed 4 I-ar FASTENERS ARE PROVIDED$ 5' opening 3. stornwall Is Im than 31 4! a ,opening then footing must be 1(f x 2Cr. or or more NOTE: Stemwall Footer with Standard Wall Section ANCHOR BOLTS MUST BE USED WITHIN d' OF A Y BREAKS Scale; 1/r- 11-cr (WINDOWS,DOORS) IN ALL SHEAR WALLS. Header Clipping... Placement 2rx2rx1/1r washer 0. 0ouorn plate I 1:tx1Gr anchor bolts 0 Mr o.c. 20 blocidng 0 shootbIng joint — blooldn hurricane cilp 11-25 or batAer dIS18 or equal--\',, top Plate '-45��I_6x6 10/10 w.w.f. or fiberm"h .4 A-,4 7/107' structural roof shoothIng 2x4 a Zro.o 20 barga rafter owt. Fin.gratio UbIN99%6 ShIngle $41P E E fasciQ +I 1E E compacted fill] '---top chord of IV end b 1h trfaw dro _pped and garage do" hw6r7 CA cont. 2x4 scab from top N 127( story) to bottom chord 0 x-brqcing 7/11r o.o.b. w/2r 1 011 2x4 x 0 IL 16" (provide additional 2xV* palling on ad a I 'rce*b'a"r 9 _(2) 4 rebar aroundprimoUr, at vertical If hlgqo around parlm be 2x4 acab cont. top to bottom Lc than both sides wy 2A studs (two st n outside rebor 2 at comer 01 ;fu 0 9!9 ho d Or to form an shape) ory Note: for a two simy uve chord 0 81-CF from gable Notf,.1 Iff minimum width f Note;For garage return@ less (3) # 4 robary on garage r*tum. Man 11-Hr u" 1913t o.s.b. W/ Idd. nails. Monolithic Footer bottom chord of gable end trum scale: 1/2r- 1,-Cr 7 (jpa2g w/(20)15d (2) 20 top plate 20 stud 20 scab 0 verL web Is not pro*oM---/ p.t. bottom plate --red tLead anchor cont. 2x4x8 #2 _2x4 *Wde 0 16" o.a. garage floor hurricane clip w/ Twasher latmi brace 0 4T 0.06 20 blocking 0 Or o.c. between 1(f anchor bolt as required p.L2x4 (2)ho clips 0 Or ox gable and first truas f Garage Door Return COmpacted fill Platform Frami Gable End vapor barrier (2) #4 reborn J n scale: Tle. 1--cr 16" scale: 1/2r.0 V-cr Interior Bearinq Wall FILE, HURCOETI.DWO Scale: 11,T_ 1,-(r PLOT.. Ile-l'-cr REV. 14/28/95 JW -7 bhP5fJLT)r, Yjaco Frodict Radngs Effeefive: m2rch 35, 2002 -PRODUCT LINE RATING(PA) SIZE(in) M40/50–SH Standard single hung +30 -35 53x78 +30 -35 36x96 M-40HP/50HP–SH +50 -60 53x63 High performance single hung +50 -55 53x763/4. +35 -35 53x96 TW � SH +50. -60 5308 Tilt sash single'hung +35, -35 533x96 TB–SH .+50 -50 53x96 Tilt*thermal break single hung MP–SH +70 -70 53x78 linvact sinale hun- RW HP +35 -35 127x6l High performance horizontal slider RW XHP +55 -55 74x5l Extra high Performance horizontal slider +45 -45 112x63 I�U/314/5 SGD +35 -35.- 4068 panels Standard sliding'glass door +30 -30 3080 panels 2"Sill M2/3/4/5 HP SGD +45 -45 4080 panels' High performance sliding glass door 2-M"Sill IMMA/5 XHP SGD +55 508b panels Extra-high performance sliding glass door 2-1/21,Sill 5'wide panels not available in IN43&5 —------------- Revised:04/04/02 CAULK ICHIIID TWOS FRAIIII43— 99 SCREW Y114DOV FIN y %1000 NUCK ANCHOR CONCRETE OR MASONRY WIDTH By 131"CRS CAULK SEHIS40 V114DOv FIN 2/16'DIA.CONCRETE OPENING by DINERS 1/4'14AY SCREW A"CHCR! 1-1/0,MIN.CHBEDMENT CCIICRETC OR MASONRY Near Two By r"41NG SPACE. SHCATHII4G By DifflERS CAULK IICTWC04 WOOD BUCK SHRI AS RED'U. OPENING IT 13THERS 31 SHIM At ILEO'D.AT CA.SET of N4STALLAUCIN A"CHORS US'"G LOAD B 94 S1114S. RAX. CAR CiTuERS BY OTIICRS Vg I . &MASONRY CIPCNJNG 21 OTHERS ALLD A 4 S ILICK BY -1/4'MIN W/LOAD IWO BY WOOD C,SNIN STACK TO SE I/ USE S N WI'EAC SPACC CRCATra T14AN 1116-11 P8CSCNT. I :-,I.a 2) DOOR MAY IA0 ALUI(114ft ALLOY�Ijil (I y P.) INSTALLAT113N ANCHOR BEARING SHIM BUCK 11YOTHER"S 3) 110 SCREW INSTALLA;ICN ANCHORS RU&T Ir.C.r SC1,;@ DID SCREW Lim) 91 DOD TWO by WOOD$UCK 114STALLATIMI ANCHOR CAULK bETVEEN PASONRY tclINIG-11./To Atwrvr At CHIEDNENT Or 1-1/4*INTO MASOR4R ITS AT SILL MUST kC OF SUFFICIENT MAX At y ag CMICDCTt 110 SCREW(TYP.) BY OTHERS Lovmr SPACING ZETVICEN 010=ttf AH01ORS AND CDIICRE7C SCAFw Anclicks To or ev SHIM AS RCO'D. OPENING 9 WOOD BUCK 41 11C.IIA , INC 7 To AC"IEVC INK 111bCDOEIII V/LCIAD WOOD BUCK ANCHOR 5) USE LAXiii CAULK CA COUIVALENT FOR PERJ14EYER SEAL AROUND EXTERIOR Or Duo BEARING SHIM SLIDING CLASS 6) IF EXACT DOOR SIZE IS MP OT1012. 1/4'MAX. T LISTED 11,A,,,,, n,,A,,,USE ANCIOR DUAINITITY LIS11151Y 3/16*DIA,CONCRETE 7, LANIER 111%r1l T11 All ROPRIATC CESIG,,PACT UNE pro- VIT11 firu A A RS roll FCCKEI f JAME SCREW ANCHOR BY DINc It SCREW ANCIIORS 114 FRONT Or Moo I X SINT AS",jtt sp cr DOD FRAME T T77. 1---- PLACC CONCAC OR SIZES USE CLOSE" By PASS DQOA SIZC t COUrRIURATION 7U rjNISjj DpCIjI,* 0) CLASS Amrss 14AY vARr nit iroonRuctirs a Asin P E1300 CLASS CHARIS.SRIGLE CLAZN;G 1/4'MAX 9) It SMOVN INSULATING CLASS IS ALSO 011ALincu. 1-1/8,Ulu SHIN SPACE JAIIII.SILL CORNERS AND ALL ANCHORS WOUGH SILL ARC 11)BC SEALED VITH A S1 LL 11 T SEAM SCALER. LA JU ExTERICAtt EHOEDHENT 101 ALL INSTALLATION ANCHORS JIUST I)E MAD9 Or CORROSION RESISTANT IMICRIALS. A 11) NOT ALL CONF14URATIaN2 LISTED ADOVC ARC SHOWN ON?'ITS DRAVRIG.IIJOWTVrA N,,ALLA,,,,. I.HIM. _j By (TYP.) =ffj_==Jrw-v I,i4nak RILE O"All APPLY 7,0 INSTALLAIRD4 or A L, ..N.,gS MC OIDEDIENI WOOD BUCK LUERM lz� KINC LNILS MANIC I SLIDING"VUUR IS SHOWN. HIS PRINT ALSO APPLIES R)tt*RC:1, FIN FRANC JANS EXTERIOR FINISH ay DINERS TEItPrRCb CLAS MARK 4&MARK I BY DINERS (TYP.) EXT.FINISH SECTION 2 �Ek METER CAULK BY 07HERS INSTALL�TION 1�'i R 1 1!11: BY DDICRS PERIMETER CAULK -IV' 1/4 MINI PCR)ItETCQ CAULK BY OTHERS #110 SCREWi IN 3/16' DIA. CONCRETE 910 SCREWS Li EA. BY OTHERS WINDOW HEIGHT CALL OVERALL UP TO FRAME H AD SCREW IN FRA14E SILL JAMB L HOOj< STRIP rXT.FINISH 46 PSr 6 PSF UP—TO PSr 61 PSF W-101 61 PSF To 6 P , SO WINDOW L Y 13THERS SIZ-E SIZE r 6o Psr 7o Psr 45 PS 60 PSF L70 PSr TE. VIDIH R 7-�Plrllplr S IDING CLASS 5068 X13.Ox.xx to ,:r- ZOPSF BOOR FRAME 60-11/16 X to 3 3 3 3 3 3 3 6' HEAD —3 S.".WIDTH 1/41 HAX 6069 X)(001 fix.xx 72-11/16 so 4 4 4 4 4 4 3 A 6 SILL SIOCIL SHIM SPACE 8069 K,Ox.XX 96-11/16 go 3 5 6 5 5 5 3 6 1 0 L0062 0.Ox Xx 0- 9 6 7 6 45 IV DINERS 94TS LIXO --a— 6 7 SrCTION - X 6 6 7 6 --r— -fi— t2ofie DX0 145 3/8 x So 7 3 6 OX0 81-5/a X so 9 9 to 7 7 9 3 6 6 241 O.C. LAXU1 xxxx 7 6 DOR 1 6 9— EIGHT 1 60 DxXO.xxxx 144-11/16 go 7 14AX. 7YP.) H 20 7 0 16069 OxXO1 xxxx 192-11/16 XK so 10 13 115 9 111 12 3 6 6 TCI-IPERCD LD069 OXXQ.xxKx k,10-11/16 At 60 13 17 3 6 6 D V 2 SPAC1..LV &LASS (TYP.) 5080 X Dow,xx 60-11/16 X 96 3 3 3 C 1-1/8,MIN. 6090 XO.DX,XX 1-IVIfi K 96 3 6 —6 INSTALLA7 4 4 4 4 6 14 16 3 6 11 WIN a ?a 4 4 1 CIGHT EMBEDMENT TON ANCHOR OB0)CO,Ox.xx 96-IVIS u 96 5 5 6 3 5 6 6 AICCII01ts DID SCREW 6 9 6 6 5 6 6 6 111110�DXII � 6 A (1VP) 19-08 7 7 6 CAULK BETWEEm 12080 GXD 145-5/0 x 96 o 9 7 6 6 6 6 SPACE 11) 11 7 a 9 6 V013D FRAME L -5/9 a 96 10 1 114 6 HOOK STRIP 195 9 13 7 __T_ fi__ 7 88 HISTALLATION Ox" 144-11/16 x 96 . 71 3. 11 7 I 1W11-1 11601 MO.X XX IS SCREWS I C 0 IERALL AFRAI,4 HEAD V ZE 96; 0, R x 14 R ANCHOR SCREW .... ....X�.. 1911-11/16 X 96 IT 14 17 9 12 14 6 6 0 6. TIWII By WOOD MOSO nXXO,XXXX L-40-11/16 x 961 1 4 19 1. 12 16 is 6 NAX FRANC BY OTHCRS 6 TWO BY FRAMING 0 0 YP.) S.LIDING.GLAS — DrmR FRAME SILL �LIDING CLASS 10 JION 1 6'MAX(TV,., DOOR IIDOK ST SHEATHING 2 2 UMIIVJIA ALLOY 6061 By OTHERS muST BE OF SUFFICIENT LTH.TO ELEVATION EMBEDfIENI )F V INTO FRAMING MEMBER. HLIL I 6'rRO)J CORNERS&24'D.C. VIEWED FROM EXTERIOR EXT.FINISH AT HEAD S;JAMB$WITH DUCI-SIL BY.OTHERS OXO DOOR SHOWN NCO IOL APPLICATION OF DUO-SIL PERIMETER CAULK nuo, XXXX DOOR S�JOWW IPLY VATH SEALANT MANUFACTURERS TEMPERED&LASS BY OTHERS —4-1 CAULIC BEHIND rIN AT VIINDO17 SILL SCI SILL IN RED (I YP.) j/.7,L� 'ALERT FOR PERIMETER SEAL AROUND rj 5245 Otb I�INGS ROA0 OF CQNCRE7t DR AULK HOOK STRIP DETAII. KINCO LTD. KINCO, Ll D JACK5ONVILS.E.rLontDA 322S4 CIT LISTEDt%GA R INSTALLAT113N A14CH13R SLIDING CLASS SONVILLt, FLORIDA IIIH Nrxr CHO Z U DOOR FRA14C 3/16' DIA.CUNrRETC NR 111"' INSTALLA71ON DETAIL vooD rRA JARE 1RILD SLIDING GLASS bDUR W/T110 By V0rjD jUCIC agj'��f�j-.'11 E SI E5"ART SE JACK r1E flffille CREW ANCHOR(TYP.) MAY VARY PER THE REOUIRDAEUT C014CRETE Q S rIN SINGLE HUNG WINDOW H40/50 & I440/50HP R PENING X&SINGLE GLAZING Is SHOWN, HAS(IMRY OPENING ox XX / 090 DXXO t XXXX INSTALLATION I)EIAIJ, ITIEZ 11---pini 13Y OVIL"S BD 12/4/01 OuALIFiE0 C14INCER; B 1/06/01 NUEL ItARTfN 4 FIN JAMS DO NOT REOUIRE MANUEL 14ARY tIA OISCI DISCIPU MAATIOII ANCHORS ARE ONLY REOD. CIVIL I- N.T CIVIL SCALE. 01-1 il�SHEET. -N.T.S. "`o"1<JAX1! 11 (X DOOR SH rL.PC&_�Z 47162 iCET, nr. nr i REV.LLTIE4, -2 BY VOOD BUCK 910 x 1.1/1' MINIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 4,563' 1112' MIN, EMBEDMENT (TYP) i NIS WLL BE INSIALVI RY AT LOTIMS FMICIED BY A OUT 09 DM SKH THAI THE ME KIVEN TE fri 9 Way p MR6 (2) PER HEAD JAMB 10 11.111.600 6 KE, R[H Rif 3 NVA1.1111 IN 1/4' GAP MAk 0-00KI M HE 9 US ANII R AKA A[ITRI 1`0 A0 VAIER 1411RAIR .750' Rk VAIR IWILM M V41 I�Ii`ID 111161 IS KID I PEROT 13 0 Iffffo Positive s Negat e Not=Approved I NIZ-7� mNr liff Not �pproved I- Z6 p F MATERIALS LIST .0of 1119 la KEVIN. PARTUDER WaTS # IV 11/4'x 4 9/16'MIL.TO K V[MO CI)PRESSIM VEATHERSTRIP LQXSEAL 9650(IRONIE) yonp-SIRIKE JMR -10 9/IV R.10 J[VMD too 1 0 IV 0,60 FIXED THRESHOLD if 1/4'y 4 92 11-4. _IGp cum EV-05 -6 CA SIM 81 11/16' INTERIOR79 5/16' 26 ga.(01112-.00) EXTERIOR STEEL S'KIN MAX UYURETHAV FOAM OF RASF.FOM-I)ENSITY�0 To Z5 Ibs'd BOTTOM CONEL 28 GA STFF1 (T X UNI�032') V00D LOCK BLOCK EV-08 7 VQ90 STRIKE STILE -01 VMD IV I IIAV X 15AV X 79 511V NIL TO EE 00 HINGE STILE EV-06 111/16'X 15/16'X 19 5A6'NIL.TO BE VMD LOCK FILLER kATE EV-09 .09 THICK PLASTIC am(STEEL) VIED-HINGE JAMB IV-11 11/4'x 4 9/16'MR.TO E VMD 110 x 3/4,YMB scus (4)SCRIVS PER NINE T I)x 2*'FAV.S. (2)SCREWS PER HINGE TI]rivi ull" I . MMY)KINJ own"A' ARLAIM, I V?UP 1.25' 1ji to 0,9 7. LID x 3/4'FAU (2)SCREWS PER HKE S. go x 2,ritV.S. AT EACH STRIKE PLATE ;aK El ONSET VIKSET BRAND U LOCK woo Ram WOO 'r 001 IMIONS A 2 BY VOOD BUCK wu Ulm Mal,[ff. 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EL=(8.,5) Im ui 0 U) b w 0 0) Z"0AK 0 &0. 0' JOAX 21.0' CN COVER w COVERED PA110 ft 107 WAT:Ft to 0 TO'WAIXR W LO LO WOOD DECK 10-Two WoCLY 0 00 0) 37BAY V) z6,WA7M OA$e 3BAY r"BAY 14r*LAURM QAX Ir LAURM OAK IrDAK 4�'EIAY filom ;3 77-52 5-BAY 10'UVE OILKO UVE OAK 0,�11-9-04 REVISED HOUSE t52 DIMENSIONS -ERWAY TYPE "13" DRAINAGE MAFs"Es 01: 10-M;�COASTAL WA1 9-7-04 REVISED HOUSE LOCA11ON & ADDED DECK MO-TE-- THE LOT SHOWN HEREON APPEARS TO LIE VATHIN FLOOD ZOMM *Ary — AS SCALM FROM 7HE MOW IHVJRANCE RATE Pf'%CrArM 0Y. MAP-$, CMMUNITY PANEL -ND-1-2-080-75--—00010 DATED 4-17-89- CL&RSON AND ASSOC]rATIC.S. nqC. hATF OCTOBER 23 2003- PROFFE-SIONAL LAND SURVEYoRs 1643 NALDO AVENUE. SCALE: JACKSONVILLE, IrL.. 32207 Received lime Nov. 17, 12:5.9PM