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Barefoot Trace 2347 N Q) 3 1J- 0 ccl A 1mr (P A L Q) REMOVE EXISTIWJ ROOF 145 REQUIRED Q) Q) FOR NEW ROOF -M (3 E OVERFRAMIWa, Q) REMOVE EXISTING d) -u- d) S Q) WINDOWS, 5AVE FOR 6 Q) REINSTALLATION 0 -D 7 01 z �5 - -M IF-- ® ��• : �.c;r.r: sl..:. >�'t+.-,r..'SF_rt=_r s rti `'`,:,!:.t.vy a}• � ( I I I 'i HERrf, r. r 11 ki�:5t1 MNMM REMOVE 1=-XISTING4 f;�Bmo\/E COQUINA DECK STFWCTUFRE afz r2l LL� FZAILIW;;, DECK AND SWELL FIN15HVVV ji IT u fn I jr rif fF[i TuT • Tsi, x", e i_g lI II I1 III Il I REMOVE STEFS •'ta {[� gk rY 111 ILIII II ILJ 11L I LihiII 11 Il Il II [Lull DLII EXI6TIW3 DECK LEVEL — — — — — — — — — — =r= —T� Tj to — — — — — — CUT DOORWAY IN WALL. FOR THE ca NEW ADDITION Exi5t1n!@ 6ideElevaticn Q) Sca le: 1/4'=1 0' -4J o 3 0 ca ARCHITECTURAL TYPE FIBERGLASS GDY r-X PLYWOOD -SHEATHING W/ P OD CLIPS GG U PLS --L lN5TALI- 8x5 GLASS Q) BLOCK MATCH EX15TIW-v (4'-O'x4'-O') FASCIA 7 A REINSTALL r=><15TIW-:; WINDOW UNITS .............. ......... 771 FJ MATCH rzxl6TlW-i NEW 5TEP5 Ll WOOD BENCH SHELL FIN15H NEtiD W WOOL) DECK E3 (4— Q) X ILI (4— ......... / xO l5TJNG FL = OR 7 LEWL in 7777777,::, N W WOOD F- DECK LEVEL K 20- M 71'NEW ADDITION l3'-3'ft1WOOD DBOIC'4 STAIRS These plans areZ: the sole property 3 of TOM TROUT, INC. and are, not to be u5sol or reproduced by anyone other than TOM TROUT, INC. ��2 New 51cis Elevation ��-oScale.- 1/4"=11'-'O" A2 .02 date 03/0a/04 revision 03/2 E/04 234-1 2TK�u- N I� CQ 3U- m • ca �- REMOVE EXISTING ROOF AS RE0.11REP U m FOR NEW ROOF - 1— OVERFRAMING. q fl ;.7•;'--.13 x.�"e.1:.ti .^`i:i;r ,:F.n+; _ ti•:1•:,;-r.y i.;�:f ..Sa ',"� r.�..'•` -4?.;.T:'.�.•'Sr '.�•.�. _ ..[•�"J '+�� .4::: f•i��'!.i' Y�4^d,.rrf ','I� fit.: ?r';•Y'C:-'ti.Fri .,`.p,4 J.2i.li.: �W'".,'.S ':.S\t.'.��.i4.�Yi•.v��_�i�::'. -� � � (� ) .. yh::ti•y\ � r. .{ .. ,-:-, .;.. -ti: �.7 ti;':+;•�.}:- i•ti�r,i"a '�. ;t v �, ..ti - •u:-:;i�.wiL:. `S•_.....,•a..�..._•,..e��..: Sit. ,.•a-,��_�.. . c:•-..:.•:`I;r. +,5.".� �x.., ,r, (� •y.�.,ti!' (14'y' V xA....f-��:.T.?.�.��'�._ .-...x_� .{moi�l� � 1L REMOVE CocxIINA — > • — — — 6 �y SHELL FINISH r k w — � r rs II II II it .., <� I I ��t.�� II II II II � _;YTM �- 0 p � Q cW 0 �. ;::.A?; �.:?i tt. L y• 'r'�m':t �� Ccl, REMOVE ExISTING II II II II l I I I I k`:' III II II II 'rh u -� > a.,,t.. WINDOWS, SAVE t"OR _ �.v: 2• _� �,., . J I_ r W II h ,,> I I I I =*� J .�r''. L Q REINSTALLATION11 F —I �,,�ay: � a � � -� REMOVE EXISTING L ` ' " 4 -- I-1 — — `6 �`' J I in 7nI Tf I" ITII TIP fry ml-ff I fllllil IT Irn inil> If fi ITII 11WII�fr I(ll mi rrlr(f frfl� -� RAILING, DECK AND ,y DECK 5TR11GTLIRE .I ; , �4.,F,< II II II II II II II II II II II II II II II II III I II II II II II II II II II II II II II II II II II II II II II III � % �;��ry;��.�a I II II II II II II II II II II II II II II II II II II II II I��I I II II II II II II II II II II II II II II II II II II II II II III ILII llJI. 11111LII 11-11-11WI.11-11 .ILH WI 11 l`11111 EMU ILII 1111IL I L11111111 ILII Qi REMOVE STEPS C TY .._.._ ._._ - - - - - - - --- - - - -- --- - - - - - _. - - -I� Q� U 0 Existing Rear Elevation Scale: I/4'=V-0- -C y Q n ca ARCHITECTURAL TYPE FIDER31-As3 C� ► N 1/2' CDX PLYWOOD SHEATHING CP W/ Pl_VJ100D CLIPS ARCHITECTURAL TYPE FIBERGLASS FLAT ROOF 4-1 1/2' COX PLYLUDOD SHEATHING w/ PLYWOOD CLIPS ' MATCH EXI:5TING v FASCIA MATCH EXIESTING SWELL FINISH �- NEW FRENCIH- < DOOR UNITS - ( 6 ) - 0681 PR NCH FRE NEW WOOD STEiPS - (2) `I' RISEI:RS \ \ \ 1� WOO E NEW - D P O - Q) n LL v UJ�' a HJ t Q) n 3V-0WEW ADDITION •'` '-m'N UI DVGC 4 5TAIF0 Q) ><J— Nem Rear Elevation w/ .4cicl i t i on Qj ,42.01 Scale: I/�'=1'--•fd" "' Q) z � PR 30Fa8 FR PR 30roa FR F _ PR 306$ R MATCH EXIISTING SHELL FINISH These plans are NEW FRENCH _ r the solo property DOOR UNITia of TOM TROUT, INC. (PR 6066 FRENCH) and aro not to be NEW WOOP> STEPS used or reproduced (2) 7' RISEERS by anyone other than TOM TROUT, INC. NEW WOOD) DECK 5/4x6 DECKIN3 11LIt1 ber II/2x10 TRIIIM _ a - Deck Plan C30ARDS NEW WOOD 5TEP5 _ �42.�1 (2) 1' RISERS 5ca le: I/4"=I'--(�" A2 ,01 - --------- ------- da to 4'-1 1/2, W0 00 13ENGN -1 r revision 7'-I I!2' 7'-1 I/2' 5'-4' 03/25/04 _T' 234 B"Ei0f- -r11dL9— N � N � o , -0. 5o'-0' � � Ur m r CP loc�u I_ �� 6 �o 7A7()),) 66 qj SLOE Q L N QNB � S o � U MASTER BEDROO } REMOVE EXISTING WINDOW NIT (� EI O 1 PINIIw As A PLUSH WALLOM BUILT IN BOOKCASE IN TPJ a� EXISTING WINDOW OPENING 12 To 14' DEEP ON ollc IDE v Q) I - >� FILL IN EXIST. MASTER WINDOW UNITS 15ATHROOM c 1 o v Q) ca Q) l..l V( ROOM NEW WOOD STEPS (2)7" RISERS 'T � STUDY � � QJ - � -�•k�m'-m CI-OS L ca 3'.4•x4'_3' n V N CD BENCH \'D _ ¢ z i, FAMILY ROOM KITCHEN IN 0 ' NEW FRENCH DOOR NIT5 l.lNEAI_ ,yV N �� PR ro (oa FRENCH L. NEW D STEPS (2)-rIS!"IZS � I BATH CABINETRY Q� I -7•xa-� co n U- I 2x6 D CII1 � 00 io NY `4fL I I/2x10 TRIM s� CL08ET BOA $ These plans are y 7'xro•-1• GUEST 151EpROOM the sole property MATCH EXISTING HANCsING RODS i4'-0'xu-l• - 3 — SHELL FINISH 4 SHELF ` - of TOM TROUT, INC. REINSTALL REjNSTALL �� --- and are not to be '„ i• EXIST 305(4 EX ST 3050 NE used or reproduced M 011- ._ 1 by anyone other than 5'-I Irl' 5'-101/2' 14'-4I/2_, - 4x POSTS SET TOM TROUT, INC. V-0. 2'-0, J IN CRETE '-r 11'-•0 1/2' 9'-II' 2'-4 1/2 a'-3' 5'-m' PI RS 26'-Fa' NEW 4PP11ION ....• number - -- --- ` Floor Flan w/ Addition l z J-O2 5ca le: 1/4'470' da t� 03/08/04 �„ t2 rev l5 i on �, --, - 03/2 /04 234 � Cc, N � N om X30 , I4,-o, 61-01 71 o Q)i I ` W � i N f90 N / ( Q) 0 Q) 0 o ; Q) � � I Ica \ I C 0 IIII IN \ I c. r ca REMOVE 5XI6TING ]& �ORT I 1 W ^ — FLOOD WALL, DOOR UNIT I I I IIII JLIGHT 6 �1)- 0 AND WINDOWS u(� _• I I�ilIIIII EXISTING LIGHTFIXTURE TO REMAIN VID1; ADEQUATERELocAi NOSET UUMNN5 ARE WHENI I I 5155 1911 "E? I I REMOVE EXISTING IIII I DECK AND RAILING IIII I _ _ _ IIII IIII ` d � I IIII .�.a► n �� I I REMOI/E EXISTIWz II _ WALL., POOR UNIT II AND WINDOWS IIII � 1 STIN��IA� IIIII I 111 1 O I IIII I I IIII IIII � OUTLET I d I1 OL 0I I IIII I I . I IIII IIII IIII IIII IIII I SREM�OvE ExISTINCc h i iii I I I I rr rrr � LL I Q) X I _ I I I These plans are .— — — _ - I �� CLEAR SITE FOR � _ I the sole property ADDITION f T . _ I o01"t TROUT, INC. and are not to be used or reproduced by anyone other than TOM TROUT, INC. .- . ---- - dumber `Y N r- wrr + rl prA 4 1s 1, Exi6ting Flog Plan - IDemolit on z date ��.O sc�lam: 1/�"=�'-�' � revision03 00/ 04 2M0 d � r REVISIONS SOFVAN ARCHITECTURAL DESIGN SoFIWAAE q� r+r ttf ca IL. EXISTING FOUNDATION 4 2-2x12 SYP#2 WINDLOAD ENGINEER:Mark Disosway, HEADIER EXISTING FOUNDATION---\_ �\ ' PE No.53915,POB 868,Lake City,FL i 32056,386-754-5419 2-2x4 STUD PACK C0 0 5/8"THD ROD , DIMENSIONS: Stated dimensions supercede scaled W/7"EMBEDMENT 1 — 4"CONCRETE FLOOR dimensions.Refer all questions to W/3"WASHER ON EXISTING SLAB SLAB OVER EXISTING i � Mark Disosway,P.E.for resolution. TOP OF BEAM REINFORCED WITH I I Do not proceed without clarification. 42x4 STUD PACK--- 6X6-1.4/1.4 WELDED WIRE MESH PLACED COPYRIGHTS AND PROPERTY RIGHTS: 5!8"THD ROD W/12" EMBEDMENT ON CHAIRS AT 1 1/2" MarkDisosway, hereby expressly reserves W!3"WASHER ON , , its common law copyrights and property right in DEPTH OR FIBER I I these instruments of service.This docurrnent is TOP OF BEAM MESH CONCRETE ' ' not to be reproduced,altered or copied In any form or manner without first the express written I I permission and consent of Mark Disosway. I 1 CERTIFICATION:I hereby ' (flat I have I I certify C9 I I examined this plan,and that the applicable I portions of the plan,relating to wind engineering comply with section 1506,(lodda building code :2 w c7 , I 8" CONCRETE BLOCK STEMWALL, 2001,to the best of my knowledge. ' GROUT REINFORCED CELLS HEIGHT VARIES m �W ' LIMITATION:This design is valid for one LL EXISTING WALL C) ' (MINIMUM 3 COURSES MAX 5 COURSES) a TO BE REPLACED building,at specified location. I 1 Z LL �- 20"X 10"POURED CONCRETE STRIP FOOTING WITH BEAM(TYP.) p (9 z C7 O (MINIMUM 2500-PSI AT 28 DAYS) MARK DISOSWAY I - a ; ; REINFORCED WITH 2-#5 REBARS, CONTINUOUS P-E.53915 °p cn W C4 q I I Y IL I I x � X[L I I p0 ao� n I I I `— 0. O r r tr7 U) I , lr7 t..• \ , U) o 4"CONCRETE FLOOR SLAB REINFORCED WITH �`5EAL. ' I I 6X6-1.4/1.4 WELDED WIRE MESH PLACED ON CHAIRS AT 1 1/2"DEPTH OR FIBER MESH CONCRETE, 6-MIL POLY VAPOR BARRIER WITH 6"LAPS SEALED WITH POLY TAPE OVER TERMITE-TREATED AND COMPACTED FILL r I 1 I ---------- -----------------_- Beenan 3 1!8"x 9 1/2" I Renovation & Addition I I ' I I GLULAM HEADER `----- , 2-2x4 S1TUD PACK 5/8"THID ROD W1 7"EI'MBEDMENT W/3"WJASHER ON A� TOP OF BEAM ' ADDRESS.� ' ' FLORIDAIDA I I I I 1 I en r I I 110 8"CONCRETE BLOCK STEMWALL, no GROUT REINFORCED CELLS NEIGH-r VARIES NOTE:AL.LLOAD 13EARING i i (MINIMUM 3 COURSES MAX 5 COURSES) i i Mark Disosway P.E. P.O. Box 868 HEADER SHALL EIE I ""X 10"POURED CONCRETE STRIP FOOTING Lake City, Florida 32026 2-2x10 SY(P#2(U.N.O.) ; (MINIMUM 2500-PSI AT 28 DAYS) i Phone: (386) 754 - 6419 REINFORCED WITH 2-'115 REBARS, CONTINUOUS ; Fax: (386) 754 - 6749 I I I - - - ___-• -_____--._____ _____ -------------------------___, Email: mdpe@bellsouth.net PRINTED DATE: ' _____..____________________________.._---_____---- August25, 2004 DRAWN BY: CHECKED BY: Evan Bearnsley FINALS DATE: STRUCTURAL LAYOUT FOUNDATION LAYOUT 25/Aug/04 SCALE: 1/4"= 1'-0" SCALE: 1/4" V-0" JOB NUMBER: 408114 DRAWING NUMBER C'J OF 3 SHEETS rrrrrrrfrr REVISIONS SMPAN ARCNffEC'nJRAL DESIGN SOFTWARE EXISTING ROOF FRAMING H2.5A 2x6 SYP#2 RAFTER PLATE W/8-.131"x3"GUN NAILS IROOF SHEATHING OR(1) 1/4"LAG SCREW W/2"PENETRATION TO 20 SYP#2 RAFTERS @ 24"OC 8-.131"x3"GUN NAILS EACH EXISTING RAFTER H2.5A ---H2.5A1 H2.5A— ROOF SHEATHING @ KNEE WALL KNEE WALL KNEE WALL— 2x6 SYP#2 RAFTERS 24"OC 2x4 @ 24"OC 2x4 @ 24l"OC 2x4 @ 24"OC / W/CS20 14-10d W/CS20'14-10d W/CS20 14-10d L VI @ 48"OC(TYP.) @ 48"OC.(TYP.) @ 48"OC(TYP.) H2.5A EXISTING CEILING EXISTING CEILING H2.5A LUS26 MIN. 7,5 / 5 1/8" x 17 7/8"GLULAM BEAM TO SUPPORT EXISTING ROOF&CEILING i i 2x6 SYP#2 CEILING JOISTS @ 24"OC I 1 1 1 EXISTING ROOF 1/8" x 12 3/8"GLULAM BEAM ]TO SUPPORT ROOF&CEILING I 1 1 t I 1 I I 1 1 1 I ��2-2x4 SITUD PACK 5/8"TH© ROD W/7"EIWIBEDMENT 1 I I I W/3"W/ASHER ON 1 1 1 1 t t t TOP OF BEAM 1 I 1 1 4-2x4 STUD PACK 5/8"THD ROD i i i i 1/2"THD ROD @ 5'qC(TYP.)----,,,,W/12"EMBEDMENT—\ .1 W/3"WASHER ON TOP OF BEAM 1 I I 1 I f I r 1 I I 1 --"-- o 4"CONCRETE FLOOR SLAB REINFORCED WITH 6X6-1.4/1.4 WELDED WIRE MESH PLACED ON CHAIRS Lu AT 1 1/2"DEPTH OR FIBER MESH CONCRETE,6-MIL 1 1 1 1 POLY VAPOR BARRIER WITH 6"LAPS SEALED WITH NIU �l I 1 POLY TAPE OVER TERMITE-TREATED AND COMPACTED FILL C":`ya� Cl CV e p p o p e p ° p e 1 ° p d p -- Uj j EXISTING FOUNDATION WINDLOAD ENGINEER:Mark Disosway, 1 8"CONCRETE BLOCK STEMWALL, PE No.53915,POB 868,Lake City,FL p ° 32056,386-754-5410 GROUT REINFORCED CELLS HEIGHT VARIES 4'4 j (MINIMUM 3 COURSES MAX 5 COURSES) gyp• DIMENSIONS: Stated dimensions supercede scaled p ° dimensions.Refer all questions to 20"X 10 POURED CONCRETE STRIP FOOTING Q Mark Disosway,P.E.for resolution. (MINIMUM 2500-PSI AT 28 DAYS) Do riot proceed without clarification. REINFORCED WITH 2-#5 REBARS, CONTINUOUS p ° COPYRIGHTS AND PROPERTY RIGHTS: Mark Disosway,P.E.hereby expressly reserves its common law copyrights and property right in SEE FOUNDATION these instruments of service.This document is DETAILS ON SHEET S1 not to be reproduced,altered or copied in any SECTION - A form or manner without first the express written permission and consent of Mark Disosway. SCALE: 1/2"=1'-0" CERTIFICATION:I hereby certify that I have examined this plan,and that the applicable portions of the plan,relating to wind engineering comply with section 1606,tlorida building code 2001,to the best of my knowledge. x6 SY #2 RAF ERS @ 4"OC ,Pr LIMITATION:This design is valid for one O W/ 6 CEIL G JOI 5 building,at specified location. N Cl) civ 'yid v~i � � MARK❑ISOSWAY Lu O q�J W(9 - P.E.59915 ~Z 2 RIDG BOAR —' k X M Vd x6 EEY 92 RAF ERS @ 4"OC- ` / 6 CEIL G JOI S yJA MASTER BEOR SEAL r1� 2 J Q MASTER BATHROOM B een an Renovation & Addition LIVING:ROOM IIF STUDY CLOS d ADDRESS: ROOF / CEILING LAYOUT FLORIDA SCALE: 1/4"= V-0" FAMILY ROOM 77 Mark Disosway P.E. P.O. Box 868 Lake City, Florida 32026 Phone: (386) 754 - 5419 KITCHEN Fax: (386) 754 - 6749 Email: mdpe@bellsouth.net PRINTED DATE: August 25, 2004 DRAWN BY: CHECKED BY: GARAGE I� ENTRY Evan Beamsley `.l B O FINALS DATE: CLOSET GUEST BEDROOM 25/Aug/04 JOB NUMBER: 408114 DRAWING NUMBER FLOOR PLAN SCALE: 1/811= 1'-0" 2 OF 3 SHEETS r�.r.r.rrr a3q-7 Mrd Jack Studs and King Studs(BY BUILDER) ROD WITHIN 6"OF ROD CENTERED ON 1.Lookup Jack studs from FBC 2001,Tables 2308.3 A,B,&C,or 2308.5. BOTTOM SPLICE OR TOP PLATE SPLICE 2.Use one jack stud for every 3000 Ib vertical load. ADD SSP AT JOINT OR ON EACH SIDE 3.Total king plus jack studs=studs needed to be there if no opening was there. BOTTOM SPLICE WITHIN 12"OF SPLICE FILE Y ROD ASSEMBLY SP4/6 STUD STRAP @ 32" SEE WALL SECTIONS OC FOR HEADERS WITH IDOUBLI TOP PLATE SPANS OVER 48" 6"x6"W1.4XW1.4 W.W.M. 2X412X6 STUDS AT 16"OC. SPF 112 2X4 2X6 STUDS AT 16"OC.SPF 112 (NAILS 1.131'X 3"( 8" (1)115 CONT.,IN HDR.BLOCK PLACED @ 2"DEPTH ON OC STA GERED) THREADED ROD AS NOTED ON LAYOU'i GABLE END WALL RAFTER BOND BEAM @ SLAB EDGE CHAIRS OR FIBERMESH INTERSECTION W/STEMWALL 4"CONCRETE SLAB 2500 ROD ASSEMBLY ROD ASSEMBLY GABLE END WALL RAFTER SOLID BLOCKING BETWEEN -PSI @ 28 DAYS SEE WAIL SECTION SEE WALL SECTION pUTLOOKERS(UP.) APPROXIMATE w •_•,r 15132"CDX ROOF SHEATHING FINISH WADE I.. �_ _ 64X6"W1.4XW1.4 W.W.M. ROD WI• IIN 15132"CDX ROOF SHEATHING 6 MIL VAPOR PLACED AT 2"DEPTH ON 8.1 OF H UTLOOKERS OUTLOOKERS �_ __ 6"X6"W1.hXW1.h W.W.NA. (1)115 STEEL DOWEL I $ BARRIER W16" SIDE OF TO LATE ��- - 4'CONCRETE SLAB 2500- PLACED AT 2"DEPTH 0)N 4"CONCRETE SLAB 2500 CHAIRS OR FIBERMESH MAX 24"O.C. MAX 24"O.C. W124"HOOK BENT INTO 111 - - - LAPS SEALED PSI A7 28 DAYS CHAIRS OR FISERMESI I PSI A7 28 DAYS CORNET TYP. UP. 6 MIL VAPOR BARRIER SIMP50N LTP4 SLAB AND 6"HOOK AT � � _E-fir W/POLY TAPE r��:� ^_°_�......�,o;._ 6 MIL VAPOR 18ARRIER �-• -••-"•»r�-•w�--•=.:• q ¢ WITH 6'LAPS SEALED 11 11 h FOOTING TIED 70 i _ r _ FOOTING STEEL AND TO N ° TERMITE 4 _ WITH 6"LAPS'SEALED T - WITH POLY TAPE THREADEp ROD WITHIN 6"OF KING STUDS(UP.) CLIP @ 48"OC BOND BEAM STEEL @ J TREATED FILL,FA. - o° °p: WITH POLY TIAPE -� 4° "' a ° . . °r '~ FA.CORNER Af96"OC e. ''-- I a STUDS LIFT COMPACTED _- IL 9 iE4.Q tTERMITE TO MIN 95%MOD. - Q - FILL,EACH LIFT ED SILL PLATE BREAK DOUBI TOP PLATE 16"OC 8x8xl6,RUNNING 1'-8" PROCTOR 1'-4" r-TERMITE TREATED FILL, �rnj r-ru COMPACTED TO ROD WITHIN BOND,CMU STEM WALL, (2)115 CONTINUOUS EACH LIFT COMP/ACTED (2)#5 CONTINUOUS 1 MIN,95%MOD. ROD OR BOLT WITHIN 12' W OF EACH PROCTOR SIDE OF MIN 2,MAX 5 COURSES TO MIN.95%MOCD. L8"MAX. ON EACH SIDE OF BREAK (2)#5 CONTINUOUS PROCTOR (TYP') Mel CORNERS STUDS @ 16"OC 112"ANCHOR BOLT OR EPDXIED ANCHOR � IF HEADER SPAN IS OVER 60" BLOCKING / 4-.131'x 3"@ 2x_STUDS 24"OC NAILED TO OTHER STUDS THREADED ROD AS NOTED ON LAYOUT W/A31"x3"@WOC(UP.) F1 - STEM WALL FOUNDATION F4 - INTERIOR BEARING FOOTING F5 - INTERIOR BEARING STEP FOOTING W13-TYPICAL HEADER ATTACHMENT DETAIL W14-TYPICAL WALL CORNER & JOINT DETAIL W24 - GABLE END WALL BALLOON FRAMING DETAIL W25 - GABLE END FRAMING FOR PLATFORM FRAMING SCALE:112"=1'0" REV-23-AUG-04 SCME: / - _ 6�-- - � � SCALE:N.T.S.REV 23-AUG-04 SCALE:N.T.S.REV 23-AUG-04 - 4 - 1/2"NUT(7YP.) N2-GENERAL NOTES: TOP PLATE 3'x 3"x 1/4"WASHER(TYP.) 2-2x-RAISED HEADER 3/4'T&G FLOOR FOUNDATION:FOR POINT LOADS GRATER THAN 5000 Ib OR REPETITIVE TRUSS LOADS GRATER THAN 1/2'A307 ROD THREADED 1/2"A307 ROD THREADED DECKING NAILED 2000 lb PER TRUSS PROVIDE A THICKENED SLAB OR PAD FOOTING V-0"D X 1 sq ft.FOR EVERY 1000 Ib OF AT ENDS OR 112"ALL AT ENDS OR 112"ALL 6d RING SHANK BEARING REINFORCE WITH 115 @ 8"Q.C.EACH WAY OR ed COMMONS 4"CONCRETE SLAB 2500-P51 ,EDGES THREADED GALV.ROD THREADED GALV.ROD @ 6'OC CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE F'c=3000 PSI. r @ 28 DAYS 12"OC FIELD, r WHERE EXCESS WATER IS ADDED TO THE CONCRETE SO THAT ITS SERVICABILITY IS DEGRADED,THE 6"x6"W1.4XW1.4 W.W.M.PLACED 4"CONCRETE SLAB 2500-PSI @► r ATTAINMENT OF REQUIRED STRENGTH SHALL NOT RELEASE THE CONTRACTOR FROM PROVIDING SUCH DEPTH ON CHAIRS OR FIBERMESH 28 DAYS 6"x6"W1.4XW1.4 W.W.M.PLACED @ 2" r MODIFICATIONS A5 MAY BE REQUIRED BY THE ENGINEER 70 PROVIDE A SERVICEABLE MEMBER OR g DEPTH ON CHAIRS OR FIBERMESH EPDXY INTO SLAB OR SURFACE.ALL CONCRETE SHALL BE VIBRATED.NO REPAIR OR RUBBING OF CONCRETE SURFACES 1 #5 CONTINUOUS 6"x6"W1.hXW1.4 W.W.M.PLACED I @ 2' O C 4"CONCRETE SLAB 2500-PSI 1/2"THREADED COUPLING FOOTING USEIND ' SHALL BE MADE PRIOR TO INSPECTION BY AND APPROVAL OF THE ENGINEER,OWNER OR HIS DEPTH ON CHAIRS OR FISERME�SH c THREADED ROD AS NOTED ON LAYOUT SLOPE PORCH � @ 28 PAYS &1"WASFIER SIMP50N"SET"EPDXY r REPRESENTATIVE. q._._._._.�: °w :.� - - ---°- SLAB TO DRAIN " HOUSE SLAB OR"ACRYLIC TIE" CS20 @ 32'OC W/ 112"x 10"ANCHOR BOLT SILL EPDXY SHALL COVER 11 10d EACH END SECTION VIEW _ - ' --za' d HD GALV. M T PLATE BOLT TO TOP OF PLATE WELDED WIRE REINFORCED SLAB:6"x W INIA x W1.4,FB=85KSI,WELDED WIRE REINFORCEMENT r1 �'-I i��jj� TIL Q i; •.• " (7-EMBEDMENT) FABRIC(W.W.M.)1)#5 CONTINUOUS 6 - `� 6 MIL VAPOR BARRIER WI 6 LAPS SEALED ( W M)CONFORMING TO ASTM A185;LOCATED IN MIDDLE OF THE SLAB;SUPPORTED WITH TERMITE TREATED FILL, 14. , a W/POLY TAPE r 1"MIN.EDGE DISTANCE APPROVED MATERIALS OR SUPPORTS AT SPACINGS NOT TO EXCEED 3'. 6 MIL VAPOR BARRIER W/6"LAPS SEALED EA.LIFT COMPACTED TO 7" IN. 2 2x`RAISED HEADER WI POLY TAPE MIN 95%MOD.PROCTOR 1'-0„ TERMITE TREATED FILL,EA.LIFT - r COMPACTED TO MIN 95%MOD. 1/2"NUT&3"x 3'x 118"WAHSER FIBER CONCRETE SLAB:CONCRETE SLABS ON GROUND CONTAINING SYNTHETIC FIBER TERMITE TREATED FILL,EA.LIFT 6 MIL VAPOR BARRIER WI6" PROCTOR r REINFORCEMENT.FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE AMOUNTS COMPACTPROCTORED TO MIN 95%MOD. LAPS SEALED W/POLY TAPE (1)115 CONTINUOUS r SHALL BE FROM 0.75 TO 1.6 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S FLOOR BEAM r RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C 1116. THE MANUFACTURER OR ThiREADED ROD A5 NOTED ON LAYOUT CMU STEMWA112"SPACER SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C 1116 WHEN REQUESTED BY LL r PLAN VIEW THE BUILDING OFFICIAL. CONTROL JOINTS:WHERE SPECIFIED,SAWN CONTROL JOINTS IN SLAB-ON-GRADE SHALL BE CUT IN 1 ACCORDANCE WITH ACI 302.JOINTS SHALL BE CUT WITHIN 12 HOURS OF SLAB PLACEMENT.THE LENGTH I WIDTH RATIOS OF SLAB AREAS SHALL NOT EXCEED 1.5 AND TYPICAL SPACING OF CUTS 70 BE 12FT,DO F12 - NON - BEARING STEP FOOTING F13 - NON - BEARING THICKENED SLAB EDGE F2 - PORCH SLAB NOT CUT WWM OR REINFORCING STEEL.(RECOMMENDED LOCATION OF CONTROL JOINTS IS SUBJECT _ SCALE:1l2"-1'-0" REV-10-FEB-03 W2 - THREADED ROD EMBEDMENT METHODS W3 - FLOOR STRAPPING AT WALL OVER BEAM W4 ,- TYPICAL RAISED HEADER ATTACHMENT TO OWNER AND CONTRACTOR'S APPROVAL.THE CONTROL JOINTS ARE NOT INTENDED TO PREVENT SCALE: 2"= '-0 RE -22-AUG-03 SCALE:1/2'=1'-0" REV-22-AUG-04 SCALE:1'=V-0` REV-22-AUG-04 _ 3 - CRACKS BUT RATHER TO ENCOURAGE THE SLAB TO CRACK ON A GIVEN LINE.) t _ - - REBAR: ASTM A 615,GRADE 40,DEFORMED BARS,FY=40 KSI.ALL LAPS SPLICES 40*DB(25"FOR#5 N51-TRUSS UP..IFT CONNECTOR TABLE REV-25-AUG-03 BARS);UNO.ALL REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 315-95 tWITH ACI 315-96 UNLESS NOTED OTHERWISE.ALL TENSION DEVELOPMENT LENGTHS SHALL BE 23 2x RAFTER(SEE FRAMING PLAN) 8d @ 6"Q.C. sc Stron tie and bottom connections from this table or INCHES. ROq R00 All cconnectors are Sim p•' 'i g• uno.Select top 15132"CDX ROOF SHEATING UNBLOCKED NAILED SHEATHING SHEATHING SSTT catalog to meet fr'IsF uplift.Use fasteners as specified. TO ROOF FRAMING W/.099x2 318"NAILS A7 4" Uplilift. Uplift Truss SPF SYP Connector To Plate To Truss I Rafter O.C.EDGES&GABLES, STRUCTURAL CONNECTORS:MANUFACTURERS AND PRODUCT NUMBER FOR CONNECTORS,ANCHORS, 32!0 455 H3 4.8d 4.8d AND REINFORCEMENT ARE LISTED FOR EXAMPLE NOT ENDORSEMENT.AN EQUIVALENT DEVICE OF THE ROOF TRUSS 24,5 350 HSA 3-8d 3-8d SAME OR OTHER MANUFACTURER CAN BE SUBSTITUTED FOR ANY DEVICES LISTED IN THE EXAMPLE ROOF FRAMING 7/16"OSB WALL SHEATHING 53i5 600 H2,5A 5.8d 5-8d TABLES AS LONG AS IT MEETS THE REQUIRED LOAD CAPACITIES.MANUFACTURER'S INSTALLATION 2X4 2X6 STUDS FULLY BLOCKED 62eO 720 H10 6-10dx1y" 6-10dx 1Y" INSTRUCTIONS MUST BE FOLLOWED TO ACHIEVE RATED LOADS. AT 16"OC.SPF#2 W/.099x2 3/8" 2x4 BLOCKING 8560 990 LTS12 8-8dx 1Y," NAILS AT 4"O.C. @ 12"OC 12445 1450 HTS20 10-10d or 12-10dx1}2" 10-10d or 12-10dx 1Y" ANCHOR BOLTS:A-307 ANCHOR BOLTS WITH MINIMUM EMBEDMENT AS SPECIFIED IN DRAWINGS BUT NO 3-12d EAChI END NOTE:SEAL iALL EDGES,8"D.C. 12665 1470 H16,H16-2 10-10dx1}/2" 2-10dx 1} ° LESS THAN 7"IN CONCRETE OR REINFORCED BOND BEAM OR 15"IN GROUTED CMU. NOTE:SEAL ALL EDGES,$"O.C. PENETRATIONS 70 TRUSS&4.16d NS IN TOP O 2X416 SPF#2 FIELD TO 70p PLATE 17685 2050 LGT2 14-10d Sinker 16-16d Sinker 36555 4200 MGT WASHERS: WASHERS USED WITH 112"BOLTS TO BE 2"x 2"x 9164";WITH 518"BOLTS TO BE 3"X 3"x 9164"; Sm SYP Strap Connector To One Member To Other Member WITH 3/4'BOLTS TO BE 3"x 3'x 9/64';WITH 7/8"BOLTS 70 BE 3"x 3"x 5116";N0, PLATE AND D UBLE TOP PLATE �"Thd.Rod 22-10d BLOCKING WITH CODE 2'-0" MAX 112"ROD ASSEMBLY APPROVED SEALANT 2X PF#2 PRECUT STUDS OSB WALL AS NOTED ON PLANS 7665 5 SP4 6- N/A " NAILS:ALL NAILS ARE COMMON NAILS UNLESS OTHERWISE SPECIFIED OR ACCEPTED BY FBC TEST SEE STUD TABLE A307 ROD OR EQUAL SHEATHING 8655 100 05 C52T 9.8d8d or or 7 7-10d 9.8d or 7-10d 6"X6"W1.4XW1A W.W.M. 10885 1265 L5TA18 24 710d 7.10d 7/16"OSB WALL SHEATHING FULLY 4'CONCRETE SLAB 2500- PLACED AT 2"DEPTH ON REPORTS AS HAVING EQUAL STRUCTURAL VALUES. BLOCKED W/.099x2 318"NAILS A7 4" PSI AT 28 DAYS CHAIRS OR FIBERMESH 11770 1360 SPH4 12-10dxl Y" NIA O.C.EDGES,8'O.C.FIELD 14720 1650 CS16 14-8d or 11-10d 14-8d or 11-10d 6 MIL VAPOR BARRIER 5P?F SYP Cdumn Anchor To Foundation To Column I Truss STRAP BETWEEN FLOORS WITH GS20 SEE TABLE e _ WITH 6"LAPS SEALED WITH POLY TAPE �11660 1350 LTT19 5 "x 16"AB 8-16d Sinkers d _..-.w. _ °' ° �= � � I _ �I I I 190 2310 LT101 %"x 16"AB 18-10dx 1 Y" -�C ' " FLOOR SYSTEM 70 BE (2)2X4/6 SPF#2 DOUBLE r;. DESIGNED BY OTHERS TOP PLATE �1'-�" TERMITE TREATED FILL, 35490 4175 HTII6 %'x 16"AB 1B 6dolts (2)115 CONTINUOUS EACH LIFT COMPACTED 1975 2300 AB166 %"x 16"AB 12-16d SEP _.. � 2004 TO MIN.95%MOD. PROCTOR 'Sluds:Supporting Trusses:Th builder is responsiblo for gravity loads,but you should put an extra 2x4 stud under truss bearing location for Batch 300 th of reaction.tteck the minimum bearing requirements of the truss and top plate(SPF.FC_425pst-223o1hrply). 1/2"RODASSEMBLY ManuVfaclurer and product nucber aro listed for example not endorsement M equivalent device or the same or other manufacturer nn AS NOTED ON PLANS can boe substituted for any daOs listed in the oxample tables as long as it meals 8to required load capacities.Manufacturers []Y _ a installation instructions must b followed to achieve rated Wads.All connections exposed direr to the weather shall be hot dipped - W 2 5 - I N T E R I 0 R SHEAR WALL D ETA I L gelvaanteed after fabrication.bads are Increased far wind duration-Strap uplift may be reduced proport onalty to number of nails. A307 ROD OR EQUAL � WITH COUPLER AS Sr�7�r�r`Gv �� See sppec sheet for alternate sizes(10&.84'16d,1Odd'h�.00'tgd,18d=12d=16d sinker).SPF=.86'SYP REQUIRED REV-27-JUI.04 _ - N3-WINDLOAD ENGINEER'S SCOPE OF WORK:The wind load engineer is engineer of record for compliance of the WINDLOAD N8-WIND LOAD DESIGN DATA structure to wired load requirements of FBC 2001,Section 1606.If trusses are used,the wind load engineer is not ENGUNEERING NAILS A7 4"O.C. (Wind loads are per FBC 2001,Section 1606.2 for enclosed s15132"CDX ROOF SHEATING UNBLOCKED NAILED TO engineer of record for the trusses and did not design the trusses or delegate to the truss designer. 2X4 OUTRIGGER @ 48"OC. ROOF FRAMING W/.099x2 3/8' imple diaphragm buildings with mean root height 15132"CDX ROOF SHEATING UNBLOCKED NAILED less than 60'or the least horizontal dimension;not sited on the upper half of an unobstructed 60'high hill with BUILDER'S RESPONSIBILITY:The builder and owner are responsible for the following,which are specifically not part n EDGES&GABLES,8'O.C. a EVERYTHING YOU NEED FOR YOUR BUILDING PERMIT" TO ROOF FRAMING W/.099x2 318"NAILS AT h"O.C. BLOCKING REQUIRED BETWEEN OUTRIGGERS X10%slope.) of the wind load engineers scope of work, EDGES&GABLES,8"O.C.FIELD 2X4 BARGE "Confirm that the foundation design&site conditions meet gravity load requirements(assume 1000 PSF bearing pp� MTS12 2X4 BLOCKING @ SHEATHING JOINT R FROM GABLE END p capacity unless visual observation or soils test proves otherwise Mark Disosway P.E. RAFTER CONT. Basic Wind Speed 120 MPH Wind Exposure B 'Provide materials and construction techniques,which comply with FBC 2001 requirements for the stated wind 1x4 STUD ALIGN 2x_RAFTER(SEE FRAMING PLAN) Wind Impedance Factor 1.0 velocity and design pressures. POB 868, Lake City, FL 32056 Phone: (386) 754-5419 (3).1131 X 3" HURRICANE 9 Category WITH RAFTER Buildin Cale o II 'Provide a continuous load path from roof to foundation.If you believe the plan omits a continuous load path connection,call the wind load engineer immediately. 2X4 SCAB CONT.TOP GUN NAILS CLIP H-2.5 OR Internal pressure Coefficient N/A(Enclosed) Fax: 386 754-6749 Email: windloadengineer@bellsouth.net STRAP STUDS TO 'Verify(he truss engineering includes truss design,placement plans,temporary and permanent bracing details, SEE 3"x 3"x 1/4"WASHER TO BOTTOM fY 9 9 g 'p P p ry f 9 DOUBLE TOP PLATE EQUAL h8"OC. Building not in the high velocity hurricane cone truss-to-truss connections,and load reactions for all bearinglocations. FOUNDATION] WI MT512 &112"NUT(TYP.) CHORD@ 8'FROM Building not in the wind-borne debris region Location*FLORIDA DETAILS GABLE OTE:ALL MEMS S SHALL B YP LTOPCHORD 9 fl Select uplift connections,walls,columns,and footings based on truss engineering bearing locations and reactions; OF GABLE END Mean Roof Height <30 ft including interiior bearing walls. NT 4 SCA ROM TOP TRUSS DROP 3 RootAngle Ie 10-45 degrees 'Size headers;for gravity loads;headers sized by the builder for gravity loads will also satisfy wind loads. (2)2x416 SPF#2 7 07TOM CH D@ „2"011 J 9 ADDITIONS FOR DOUBLE TOP PLATE Components And Cladding Wind Pressures(FBG Table1606.2 B&C) X•BRACING(PR IDE DOCUMENT CONTROL and PRIORITY:Struchital requirements on 5-1 control unless the building coda or 4-1 x NAILS A 4 ADDITIONAL 2X�' Zone Effective Wind Area(ft2) INTERIOR BEARING NOTE;SEAL ALL @ architectural stheels have more stringent requirements.Non-structural requirements on arch(lectural sheets control. [� 131"x3"TYPICALATAL VERTICAL IF HIGI 10 100 UEEGY.Qfl1(�f R O V E D WALL(UP.) PENETRATIONS IN TOP Specific requirgemenls lake precedence over general fequiremenls.Revision control is by the latest signature date and b'1K P1 `! ( ) CONNECTIONS BEENARI,1,t,rl' I,i, ; PLATE AND FIRE STOP 2X�5PF#2 PRECUT STUDS h ' TO FORM A "L" 4 25.9 128.1 22.5 -24.2 is the res nsilibili of the builder. _ EACH SEE STUD TABLE TOE NAIL TRUSS TO 2 Po ty is r �,e BLOCKING WITH CODE DOUBLE PLATE w/ 5 25.9 34.7 22.0 -26.9 APPROVED SEALANT 7/16"OSB WALL SHEATHING f FULLY 2X4 SCAB IF VERT.WEB IS NOT PRESENT - 2-.131'x3"NAILS @8"OC. 1 its common AND PROPERTY RIGHTS:Mark theDlsse inshru P.E.hereby expressly reserves Builder: �� '' II r s 2 1 Total Shear Wall Segments its common law copyrights and roe n ht in these instrurnehls of service.This document is p LI i I d e r: TOM TROUT I N•� BLOCKED Wl.099x2 3/8'NAILS AT 4" OR IF RAFTER FRAMING z 2property g 2��I O.C.EDGES,8"O.C.FIELD BOTTOM CHORD OF 2 5 not to be repreoduced,altered orcopied in any form or manner without first the express written permission and consent , WALL STUD TABLE GABLE END TRUSS ' CONT.2X4X8'112 SYP a 4 Transverse Longitudinal of Mark DisosHway. 1-2x4@ 16"OC TO 11'-0"WALL HEIGHTRequired 26.88' 15.4' r LATERAL BRACE @ 48" (2)-2X4 70P PLATE I 5 s DIMENSIONS:;: Designer: 1-2 x4 @ 12"OC TO 12'-0"WALL HEIGHT OC. Actual 89.0' 56.3' Stated dimensi;(ons supercede scaled dimensions.Refer all questions to Mark Disosway,P.E.for resolution.Do not 1-2 x 6 @ 16"OC TO 1T-8" WALL HEIGHT 1/2"ROD ASSEMBLY AS NOTED ON PLANS 2X4 X-BRACE @ 6'-0" OC. SIMPSON LS'fA proceed wilhouut clarification. 1-2 x 6 @ 12"OC TO 19'-6"WALL HEIGHT A307 ROD OR EQUAL 2X4 BLOCKING @ 48"OC. 24 @ 4B"OC. 2 Approved:FZPE953915 Revisions: 2X416 PT PINE SOLE PLATE 2� BETWEEN GABLE AND SEE WALL DETAILS s t WINDLOAD EINGINEER:Mark Disosway,PE No.53915 A - Sheet q FIRST TRUSS. 5 5 Shut S-1 of 3 Sh(;'�; 2 � CER7IFICATI(ON:The attached plans and"Windload Engineering",sheet S-1,comply with FBC 2001,Section 1E08 ' •� 4 4 wind loads,to I the best of my knowledge. SEE W10 - TYPICAL GABLE END 1 X-BRACING ) LIMITATION:IThis design is valid for one building,at specified location. �U Windload Engineering W1 - TYPICAL EXT. WALL SECTIONS FOUNDATION FINISH GRADE 55 This drawing isnot valid for construction unless raised seal isaffixed. DETAILS SCALE:112°4-0" REV-27-Jun-03 SCALE:112"=1'-0"REV-23-AUG-04 Rev-06-ocT-03 25Aug04 Job # 408114 j i to C4 0 Qjr 0 (P e I Ui IIS cl01 IIS I o 2" S) / REMOVE EXISTING ! Q 0 CU� ROOF AS REQUIRED FOR NEW ROOF Q 4= i N / I OVERFRAMI EXISTINGREMOVE NG. 0 Q > m / WINDOWS, SAVE FOR T, o Q Q) U Q) i / REINSTALLATION +L as^..r.,t^::w:t:"�:,'...,...•:�;,,n. ::..........:....... .,•v:,i..;;,, ,::X — t- 0 - t- •;i e :t .T, I II I1 tJ`< ..b'a"...r� Iv' •.tet.. .,r.,>;._ -s — ( i i t•:3:' 1 O EXISTING NG MO COQUINA _s REM E U RE I ��'` Yy J J I INC GIC S FINISH ��TII1T Irn mi1T-11-ff frfl Tf-II RAL DE AND EL i:TA .'r CK St GTU DE RU RE t<. rH _ ' .f A.. •,,`fit�`G�Y .. REMOYE St E PS I IJIlli 11-11 JL I Ll 1ll11L1 l _ EXISTING DECK LEVEL ......rte!.-+'�'�!`�.?r,.!;^. .• .. r,=as�irs — eti+ <�an U ..a 4 :`-1.,�: :vt�:tom%`•i:�"• CUT DOORWAY IN , I mm� �-- L' WALL IFOR THE1J-1 •� 0 NEW ADDITION E xistine SideElevation o ,42.E Scale: 1/4'=V-0' 0 to I ca 0 -� b- 0 I it o cn I . vI ARCHITECTURAL TYPE FIBERGLASS I 0 ' COX PLYWOOD SHEATHING nOn// W/ PL D CLIPS ♦„y } INSTALL axe GLASS Vj -! / BLOCK MATCH EXISNG TI / LU (4'-O'x4'-O') FASCIA .. ....... . .. . .. TINCs .... .. .. .. INSTA XIS �!J Q) .:.. WINDOW UNITS a Q� �n r "I�I VO rr DCnn7 Q� I - V T I .— �_ ATCH NG V! M EXISTI W S NE CEPS WOO NGH O SE FINISH SHELLt� :. .: .,.,..::. .. ..........:..:• '. .. .,. ..:'� WOOD D NEW ECIC Q� i I FLOOR: LU z S c� CXIST J. NCxL R . .. ,...... tV affVEL — — - WOOD WOO NEW LEVEL l r W-10 NEW ADDITION 13'-3'NEW W000 DECK a STAIRSThese plans are the sole property of TOM TROUT, INC. and are not to be used or reproduced by anyone other than TOM TROUT, INC, I I� 2 New sidle E leva tio�t ! number ,42.E Scale: 1/4'=I'-O' A2 .02 i dates 03/08/04 revisi®n 03/25/04 I i i LEzit N tz N II � tYl tu C-4 rj j � u- Ii 4F • Ica, cp � i REMOVE AS EQUfED � u ctl FOR NEW ROOF 1— OVEWRAMING. 01 o L zi) 0 N I - N REMOVE COQUINA—N,,.,, ='t'•'-.:-:.t•.:;t<'°:.,��;..�1Ii1I —J1IIII-II� �O;'-•"'`X„Y"1�( SHELL FINISH i-nnvv'' V9EMOVE EXISTING WINDOWS, SAVE FOR � p :3 INSTALLATIONRE = = —I— = = - - = — - - --- - = = _ — pu s- 00u REMOVE EXISTING II II—II IIII—fI fI IF l fI rI IlIT I II Ti Il I 1ITI 1I 1I ITI lI rI fI I 1111 TI I II I I-1I 1i 7I I II rnI I I mI I I lI—I I II fI=1I TI I TI—I IRAILW , DECK AND R IT1111 PITIFU ITH TI-II IDECK STRUCTURE IIIIIIII t11II IIIIILIIIIII II IIIIIIIIIIIIII IIIIIIIIitII 11I 1 U 11-111 U ILI aLILll U 11a1-It IB 11-11 al 11-11-ILII1 lli JLIIJI Ill1L111 ILI ll TEPs — - II r ,42l. 1 Existing Rear Elevation Scale: 1 /4'=1 -0' A� � Uo- cLUO—a�L ! N TNfOco ..: . .` .. ...a.•. .. 2I _ •;..: r - ---A-R-C-H`--I�T —ECTURAL TYPE FIBER -G L ASS i/2a CDX PLYWOOD S-EAT-IN w/ PLYWOOD CLIPS FLAT ROOFARCHITECTURAL TYPE FIBERGLASS 1/2' CDX PLYWOOD SHEATHING w/ PLYWOOD CLIPS MATCH EXISTING FASCIA MATCH EXISTING SHELL FINISH NEW FRENCH DOOR UNITS PR6068FRENCH) NEW WOOD STEPS (2)1RISERS IIJ FT NEW WOOD DECK ��•0`l— . ,V Dtt L�Q70 U 33'-ot"ADDITION 0— W-WNW occK sraeNew Rear Elevation w/ Addition 42 1 Sca le: 1/4 =1 -0' s � PR 3068 FR PR 3068 FR PR 3068 FIR SHELL FINISH MATCH EXISTING These plans�/rNa re NEW FRENCH the sole property DOOR UNITS of TOM TROUT, INC .(PR 6068 FRENCH) and are not to be NEW WOOD STEPS used or reproduce d by anyone other than(2) 1' RISERS TOM TROUT, ING. NEW WOOD OEM 8/4x6 DEKING number Deck Plan i/2xI0 TRIM BOARDS NEW WOOD STEPS (2)1' RISERS Scale: 1/4 = -0' 42 ,01 ------- da to WOOD BENCH 4'-1 1/2' 03/0S/04 revision 7'-11/2 T-11/2' 9'-0' ! 03/2x/040 j i ! I I v ' N 14'-0' 8'-m• (q cv � � V (P T i 13 p � 0 .� 0 N U � N �6 } U 0 = 0 0 U m i i ix Ju- MASTER SEDRO REMOVE Ex1snws wit vow*It U FRAME ON BEDROOM SIDE FINISH AS A PLUSH WALL 0 BUILT IN BOOKCASE IN THE d� EXISTING WINDOW OPENING `— -� 12 To 14'. DEEP ON OFFICE GIDE Q) Q) J PILL IN EXIST. MASTER O WINDOW uNITs3,a,T1-ROOM 0 U QJ LIVING ROOMfj NEw WOOD STEPS -U — -'I (2) RISERS r STUDY Q) It CLOS e Lia 3'-4'x4'_3. r SL OD BENCH C J3 i tt _ v / i i FAMILY ROOM � � N 0 I IIII � KITCHEN IIII ' cum T 5-Im I 5 -10 E Q) - } _ NEW CH GA NITS LINEN ENTRY �6 PR 6 68 PRENCN L 1 I NEW D STEPS Co.- I 0 AV (2)1' ISERs L BATHciIL 5'-i'xs'-3' CABINETRY .ao4 LL NEW D DECK X 0 2x6 D CKING 00 IL 6 co ��' `''Q' 1 I/2xI0 TRIM m = CLOSET BOA S GUEST IBEDROOM ! these plans are HANGING RODS 14, 0,x11, �, �' the sole property MATCH EXISTING; t SHELF _ -- of TOM TROUT, INC. � SHELL FINISH --------- REINSTALL REINSTALL and are not to be cn 1' EXIST 3050 EXIST 3050NEW used or reproduced _____ by anyone other than V-1 1R' 5'-101/2' 14'-41/2_-- --- 4x POSTS SET TOM TROUT, INC. 2'-0' 2'- IN CRETE m' � -- PI RS '-r 11'-0 V2' 9'-11' 2'-4 1/2 V-3" 5'-0' 26'-VNEW APPITION is �® number am-No .d -- w Floop ala uu/ dClitio� o 1 .02 ,.""® .41.02 .� own-No 1/�''=I'-0' o 03/08/04 0- revision ® 03/2E/04 i i _ I i s II N I fk N � Or 3 U- i - (P0 r° I (V I Q Q) 0 0 Q 0 N 0 3 Q3 0 � I Q) fj 0 IIII \ IIIi \ 0 IN \ � I � Q) � fj Ll REMOVE EXISTINGu FLOOD 3 WALL,DOOR UNIT IIII I I \ I >�. 1I I - fp AND WINDOWSCq IIIII IIII �\� IIIIIIIII1IIIIIIIIIIIIIII IIII IIIIiIIIIiIIIIaISII�dIIIIIIIIIIIlIIIIlII1eIIII IIlIIiIIiII III 1l EXISTING LIGWT FIXTURE TO REMAIN ADE=ATE TllRELOCEOE WHEN 511553TLUMNS ARE VE REMOVE EXISTING DECK AND AG REPfOVEXISTING WALL, DOOR UNIT AND WINDOWS FILE VE EXISTING ELCTRICAL IN oEOL IN REMOVE EXISTING VIDE SUJI �oRt Ln�0cp� l l cv 1� City of Atlantic Beach ~ Plarinin and Zoning Depa7constitute // s = LI = _ J I � ®— i _ 0 0 0�//// j / This approval verifies compliance w j / // / zoning, subdivision and other development regulations, but does I / % approval for the issuance of permits. Compliance `— I with Florida State Building Code and all other applicable -� yj and Federal permitting requirements \ I must be verified by signature of the City of Atlantic Beach Building Official prior to the Issuance of a Building PermitX. Approved By: 9,_I I \ I Dat®: .m ty Dmu ev opment erector N �</ I i \ I f.:: a., These plans are CLEAR SITE- - - - - -� I ADDITION FOR \ I N CITY OF FSI the sole property BUILDING of TOM TROUT, INC. ' a SEP --9 2004 and are not to be i used or reproduced - - - - - - - - - - - - by anyone other than - - - — — — — — — — — — — —— — — — — - --- BY: t �-- _-- , TOM TROUT, INC. �-- � � --- I1un1kPsr i -4 OAPPROVED CITY � tiFE HhemO1itOn RJlt DING � IC2 Existing gloon cl a to �Jo ,_ ,_ u s�N zoo>� 03/08/04 7� �/, ✓� cele: 1/� -1 ® Q) revision — J Z" Ry; 03/2 /�� I I e a a ... X11 k�kw4s ► ► 1 � i do 00 r ♦ � i r _ ` y w N G7 qv i1 aD I'- CA co I 1 r - 1 f ---- 0 O 1 I i I U ' vP4 ; 1 I o In w 1 I I (Ir!- LLI A Q � V1 l Q IT U q —� I I o I o I U U LLI SITE PLAN I Kr: .� for I I Q) Q) C--1 T�4E WE1N5EfRF,,...N"r RE51EDENCE o ► I V 1 O�1 LOT 31aUNIT 1 0 DCE ANWAL < ' mo AWF'ROVq Q3 �""M" CITY �"`"� " �`"`�� BUILDING OFFICE v W DRIVE P2 19s- - -- - By APPR DRAWN BY: u Z � Bic perms DESIGNED BY: 5AFP, EF00T TACE sy BJc _—__—.._—..._ .._—.-_—.._---------- ---.--------- - -__—_.__ SCALE: In r ISC/i �n I ` i DATE: 1994 r 4 l I S JOB NO.2 l 199 _ _ . F Building and Zoning ;� ��,��v5.:, SHEET NO. S1 0# 1 brace--- . . , .< ~ I REVISIONS BY. {'. -- . . . . . 1. . . . , i, I . t r .. • . c . ;' • , .11 . .. v . ..1' I . 1� - . . . . . 1. f" .. - . . _ . . . - . _ . - - ;j i, .. i. . .. .I.A. _ _H__ l r; .. . J - . ) !-.�--.-.I-r,ty'. .1 :4� - -4-T I .- , � , I -i ----f-I .- --. -�-�4 -`� 17 . .. . . : . i-li-I .�.- --l-----.11----r--------.- �- -.. 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( �il,i�--I�VUl1l�C�-� cHecK�r� 1. 1 - ', X14 ELEGTRICALIGiOt(TRA -fO ,,k1ALL'C �iDlNAIE iF{E EXACT L:DCAT�ONJ OF� A M 1R� -WA' LII CrN L� ,H•.VA,Gi k--=-- f)..C�I.)k, L_1(t IT -R)<•fiUf•:`±: OATS 4 e. � UIP.M NT .-.NO ,TiH4EiR,:GtY�N I.QAp NINTH ;THS` kCHANICA' -ONTRAbTOR,'B&ORE -V9--n •.D1MI�/1� Sv)�-Z '� . /ry/ "iQE1Gf�tPdQ iM Fdt�' PROPEF� Pf}W>yR 'AtV� 1�'IKNIIG,CO.'\4Tf2OL LAYOUT, AND INS1�ALLATION� , 1 I..J' ..._+�l �'t� r t��-tt' xTc r SCALE . - 3;,,_ A ��CP QAL ='i[NSTAE;LED OUT OOH S IN t t z lye n D d Chf �+C,kS ANp I J,BA11tRQcJ�,tS:St fA�k . r� 1i `;G OEI 'A _T. R i ,: R. i* - �_ Aw k lJ. CI GU1't;Ir fFii7PTOfi::- ..� t'—IC H 1�' k T�UFZ. 1 / I . ., `I ,__ v JOS NO.Y C i I I !1 i r 1_ - IIOUh-IT' W 'k1 �r f, �U t."'�11�... ��. � l.�l•r�. rc�,(�i Akk : qLi l QOp L GF{'[ :' ;F:r T� I C,cN'+I i }-F3'G - . TI I L l .� ( 1. T ' r. r 1 P f ,v , 1 1 T"c:7 f 4 L, :tt fTl �. f c 1 T." IC , t H V. 'y - .w , 1 ,� EST r A t`D..6 4 �._ . s: 'P' ji •i t 1 ',, AA ``� -� I, �-I D I� Lu. z�, t E I� err E str �. pan t� I I* r e - ' , _ - I - I I _ _.,,,, �:; .�_" - I .. . . I 1. ' ' . , I . . . . . I . . . . , . ��: � �.,.,.�": ,�l'.�.I.I�-. ;� ;";: .,�., . � . . . I . - 1 . " . . 1 . . . . . - I . . . 'I; - �. . . I . I . , : 1 ,. I . . . 1. . . . � . . - . . : ..`�,_ � . , . . . , .;, . . " I . . . . . -. . . I . . I , Ei . . . . . . . . . . _,�� X - - - - - - E�Z _A_ C_2��. L= - ___l ______ = . ,..,. ., . ". I . . .' ' . . . . . . . I . . . . . . � . �� . --- ,, ;,, � !'I . .� l.t .- . . . . .I . I . . I ., _ : : , ;.1'-:. I . . ... . . .. '. '.. . I.�1 . . . . I ., . I. . . . .. 11 -- - �� .1 6� sH�t&ts - . 11 I I . � _ _ 'ijl - s - . 1. . . . . . " . __ 11 1 : . �. ..l . . I—— . 1� T NAx(ONAj pRINtPAS7 e_ , . . . 1. � ;. .t, �3�7 3a��T�voT� I .. _.. . - F: ,�, " - I -. . . I I ,� !4 j 12 NOTES ArSS SHIKGLE�OJ� SEE ELEVATIONS 15# FELT OVER STUD REQUIREMENTS _FOR _#2_ SPF 1/2" PLYWO SHEATHING ON 2"x6 s @ 24' O.C. ( ALL TOP PLATES #2 YP $ � 2`� R-30 INSULATION W/ METAL HUR (CANE CLIP 2" POSITIVE AIRSPACE 8' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) (1 ® EA H TRUSS) z�6 u UNDER SHEATHING GALV. METAL RIP ON * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6' OPENINGS P.T. 1"x2" NAIL R ON 1"x8 * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 7',8',9' OPENINGS CEDAR F�SCIA ON 2"x6" SUB FA CIA * 4--2x4 STUDS CONTINUOUS ON EACH SIDE OF 10',11',12' OPENINGS BASE MOULD (2) 2"x4" #2 TOP PLATE (2) 1"x6" 9' HIGH EXTERIOR WALLS (MIN 2x4-16" O.C.) 2"x4" BOTTOM PL E ,3/4" PLYWOOD SUB-FLOOR W/ CONTINUOUS SCREENED VENT PROVIDE VOID FOR 2"x4" 0 1"x FRIEZE BOARD 1/2" GYPSUM BOARD * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3',4' OPENINGS BAND AT ALL TRUSS ENDS `v � x * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 5',6',7' OPENINGS z W/ OPT. CROWN MOULD J o * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 8',9',10' OPENINGS * 5-2x4 STUDS CONTINUOUS ON EACH SIDE OF 12' OPENINGS « ALL FLOOR TRUSSES SHALL 20" MIN- DEEP WOOD FLOOR BE 1/2" SHORTER THAN TRUSSES ® 24" O.G- SMOOTH FINISH STUCCO ON ¢ v] FOUNDATION DIMENSION, AT METAL LATH ON SHEATHING aJ A 10' HIGH EXTERIOR WALLS (MIN 2x4-12" O.C.) EXTERIOR WALLS, TO ALLOW OR WOOD SIDING OVER "TYVEK" FOR WALL SHEATHING TO VAPOR BARRIER OVER w * 2-2x4 STUDS CONTINUOUS ON EACH SIDE OF 2',3' OPENINGS RUN CONTINUOUSLY PAST 1/2" GYPSUM BOARD 2"x4" SPF STUDS ® 16" O.C. * 3-2x4 STUDS CONTINUOUS ON EACH SIDE OF 4',5' OPENINGS TRUSS ENDS I � •-� Nv� v� u7p� c� * 4-2x4 STUDS CONTINUOUS ON EACH SIDE OF 6',7',8' OPENINGS (2)2"x4" TOP PLATE w * 5--2x4 STUDS CONTINUOUS ON EACH SIDE OF 9',10' OPENINGS (ALL EXTERIOR WALLS OVER 10'6" HIGH USE 2x6 STUDS) R-11 BATT INSULATION 11 ' HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) TYPICAL WALL SECTION- cb * 1-2x6 STUD CONTINUOUS ON EACH SIDE OF OPENINGS 3' OR LESS AT SECOND FLOOR - * 2-2x6 STUDS CONTINUOUS ON EACH SIDE OF 4',5',6',7',8' OPENINGS * 3-2x6 STUDS CONTINUOUS ON EACH SIDE OF 9',10',11',12' OPENINGS SCALE: 3/410-1 p-0 * 4-2x6 STUDS CONTINUOUS ON EACH SIDE OF 14',15',16' OPENINGS 2"x4" P.T. BOTTOM PLATE W 1/2"xs" ANCHOR BOLTS ® 4'0•' C. 12" HIGH EXTERIOR WALLS (MIN 2x6-16" O.C.) BASE MOULD Q U * 1--2x6 STUD CONTINUOUS EACH SIDE OF OPENINGS 3' OR LESS * 2--2x6 STUDS CONTINUOUS EACH SIDE OF 4',5',6' OPENINGS _ _ -. 4" CONCRETE SLAB W/ v * 3-2x6 STUDS CONTINUOUS EACH SIDE OF 7',8',9',10' OPENINGS 8" C.M.U. HEAD R BLOCK r.�- GRADE FIBERMESH REINF. * 4--2x6 STUDS CONTINUOUS EACH SIDE OF 11',12',13',14' OPENINGS ( 2x6's, 16" O.C. UP TO 17' HIGH CONTINUOUS) rn w 8" C.M.U. F NDATION WALL HURRICANE CLIP 2x8 RAFTER 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL p��2Q [wlsr�o Sra4P GUSSET PLATE STUD REQUIREMENTS FOR N A (� O EX ERIOR VAULTED WALL AREAS (z) 2x4 8"x16" CONCRETE FOOTING •. �z W/ 2 4' CONTINUOUS 2x4 KICK LEG - r4�IC�N WIT* (Z14F1'r`'L # s [, * NOT U5 CABLEND TRUS ES * #5's IN ST. JOHNS COUNTY) w 2x8 RAFTER V- A * SIZE & ACING OF STUDS SHOULD/ED DETERMINED * * BY � ECIES & GRADE 19 HEIGHF WALL * (2) 70P PLATE H « A S DS IN EXTERIOR VAUWA * 1 -- STORY WALL SECTION a * MU 7 CONTINUOU TOB TOM CHORD * f�rP Ia91� Sr�� Ta Dav�� A> r rr r rr U « OF VAU D TRUSSOR RAFT R MEM R SCALE: 3/ 4 = 1 —0 cv CQ p>�5-z4 crD 1x4 BRACES ® 4 O.C. 8' L 11 BEARING 2"x4" 11 �T�BOTTOM PLATE W/ t � WALL 1/2"x8" ANCHOR B.7LTS ® 4'0" O.C. n 1 w r- ASE MOULD d' �O ��2,�& o�- SPLICE DETAIL. — = � . �' 8" C.M.U. HEADER SLOE. 4" CONCRETE SLAB W/ rr , „ GRADE FIBERMESH REINF. SCALE: 3/4 = 1 ---0 - _ W to w CC\2 8" C.M.U. FOUNDATION WALL _ cr) ST-DS CW NUOUS 0 B TTOM ? > 6 MIL VAPOR BARRIER OVER .b HORD VAUL MEMBU TREATED & COMPACTED FILL � o r3r. 4" CONCRETE SLAB W/ FIBERMESH REINF- 8"x16" CONCRETE FOOTING ? W/ 2 #4's CONTINUOUS W (#5's IN ST. JOHNS COUNTY) W 0 r.- Y) NOT 0 SCALE a 6 MIL VAPOR BARRIER OVER 2-- STORY WALL SECTIO dy TREATED & COMPACTED FILL SCALE: 3/4" = 1 ' 0" O 1'-4" 2 #4's CONTINUOUS a) od0 ,--� U) IM�N BRICK VENEER W/ 1 At SPACE OVER Q) "THE ;H! r x$ THICKENED LB, ON 2"x4" SPF STUDS 4 ,6 ' O.C. (� � E_ r:1SCALE: 3/4"=- 1 QJ 2"x8" QDLTNG JOIS / R-11 BATT INSULATION W BASE MOULD � ♦" _^ 2"x4" P.T. BOI TOM PLATE W/ -� "�H 0 1/2"x8" ANCHOR BOLTS ® 4'0" O.C. Cry � ' r 2,.x4" 4" CONCRETE SLAB W/ 8" C.M.U. HEADER BLOCK U GRADE FIBERMESH REINF. Q ►n 1 #4 CONT. w 4" CONCRETE SLAB W1 8" C.M.U. FOUNDATION WALL ; -_ � DRAWN BY: FIBERMESH 'REINF, z > 6 MIL VAPOR BARRIER OVER QjC TREATED & COMPACTED FILL DESIGNED BY: 86 MIL VAPOR BARRIER OVER TREATED AND COMPACTED FILL 8"x20" CONCRETE FOOTING ' '` 00 SCAM': W/3 #4's CONTINUO „ (#5's IN ST. JOHNS CO KTY) 1'-8" DATE: TRAY DETAIL 4 CURB "', ,f� ` l - - _(y JOB NO. SCALE: 3/4 --I #—Opp SCALE: / 1 0 WALL SECTION W BRICK L } A'. //// SCALE: 3/4,r = 1 '-0" - • r �� p ;, ,, SHEET NO. of t 3 LIE LI - I t II I 1 1 1 1 I � I ( I -- ---------- 4 - ' 0 1 i 1 r F , t "s A )O� 1 - - - - I -• - - - - w+lcv 10) vl In as } I 0) Ll I 1 I ( 1 1 I ^ � 1 1 1 1 I ALL ✓,4LLEY'5 SPALL BE . i 1 1 r-iIP R,DGE5 5144L_ BE , ': 2':<8' L11 I 3. R_,F7ER5 5�44L_ BE 2'x&' o (J/ l 1 IIJ(r- Jolsr To A 1-TM w apt. 0' +�— l_Ll Q• ,lA , CBL � ILS /4- I6o( Co Xtosrh/•c� 1106 Nu.Z, SYP COLLArL T,Qs o1J r-ACW -SET-; l.aa 1 1 I 1 , rw � t0• SwQARTP (+ n�G•....Po/Nr U] �$l 0 7Wlsr� STtiAp I I - - - - - - "• 1 I 1 I E-4 LI.A — — ------ VIF �J ! - ice 3 Cj 1 (1 I a ^1 (l r \ _. 3 �- i I J i I 1 1 I I I r- III 11 / �r I - DRAWN BY: Bic 1 1 DESIGNED BY: A F T EP L A � SCALE: ' ,,IIS 111`11111f// f•', r' 114 II-0II , t< l , � r � ` • J' i DATE: _SEPT. 21 1994 JOB NO. - _..:'•�'� �� a yo � '° �; � �•�155 I • , f �aJ�+ ` SHEET N0. P1 of 2 - — - - f" I I I 1 r 1 1 1 1 1 1 I I 1 t 1 1 H o 1 1 i 1 1 1 1 1 1 1 ( 1 1 r 1 N co 10 to CID IL -- - - - - I 1 l t 1 1 - - - 2x '6 I N I 1 1 O U'l, t ( I I I I ( I I O 1 LLI 2x6-'s LU�- ` 2x8'5 I I O 1.11 U 41 2x6'6 (-D nn 0--)L �J (-l I i QVS Q Q I t -- 2x6'6 2x6's Tt. ---.. _.T ... ---�� —.. - O 1 1 J � it -- - i I I I LL- I 1 1 1 I 1 I i L.A BEA CU ■ w u1 � m ifs DRAWN BY: I DESIGNED BY: G I L I N G JoI5 A Y ''O U T SCALE: DATE: `` • x , K ?`� . 5EFT. 21 1994 _ .TOB No. STA r r SHEET N0. F2 of 2 2 347rel�of 4 �,3t-�� j3a�Q�a-}-��ce,� Jack Studs and King Studs(BY BUILDER) ROD WITHIN 6"OF ROD CENTERED ON 1.Lookup Jack studs from FBC 2001,Tables 2308.3 A,B,&C,or 2308.5. BOTTOM SPLICE OR TOP PLATE SPLICE 2.Use one jack stud for every 3000 Ib vertical load. ADD SSP AT JOINT OR ON EACH SIDE 3.Total king plus jack studs=studs needed to be there if no opening was there. BOTTOM SPLICE WITHIN 12"OF SPLICE FILE Y ROD ASSEMBLY SP4/6 STUD STRAP @ 32" SEE WALL SECTIONS OC FOR HEADERS WITH IDOUBLI TOP PLATE SPANS OVER 48" 6"x6"W1.4XW1.4 W.W.M. 2X412X6 STUDS AT 16"OC. SPF 112 2X4 2X6 STUDS AT 16"OC.SPF 112 (NAILS 1.131'X 3"( 8" (1)115 CONT.,IN HDR.BLOCK PLACED @ 2"DEPTH ON OC STA GERED) THREADED ROD AS NOTED ON LAYOU'i GABLE END WALL RAFTER BOND BEAM @ SLAB EDGE CHAIRS OR FIBERMESH INTERSECTION W/STEMWALL 4"CONCRETE SLAB 2500 ROD ASSEMBLY ROD ASSEMBLY GABLE END WALL RAFTER SOLID BLOCKING BETWEEN -PSI @ 28 DAYS SEE WAIL SECTION SEE WALL SECTION pUTLOOKERS(UP.) APPROXIMATE w •_•,r 15132"CDX ROOF SHEATHING FINISH WADE I.. �_ _ 64X6"W1.4XW1.4 W.W.M. ROD WI• IIN 15132"CDX ROOF SHEATHING 6 MIL VAPOR PLACED AT 2"DEPTH ON 8.1 OF H UTLOOKERS OUTLOOKERS �_ __ 6"X6"W1.hXW1.h W.W.NA. (1)115 STEEL DOWEL I $ BARRIER W16" SIDE OF TO LATE ��- - 4'CONCRETE SLAB 2500- PLACED AT 2"DEPTH 0)N 4"CONCRETE SLAB 2500 CHAIRS OR FIBERMESH MAX 24"O.C. MAX 24"O.C. W124"HOOK BENT INTO 111 - - - LAPS SEALED PSI A7 28 DAYS CHAIRS OR FISERMESI I PSI A7 28 DAYS CORNET TYP. UP. 6 MIL VAPOR BARRIER SIMP50N LTP4 SLAB AND 6"HOOK AT � � _E-fir W/POLY TAPE r��:� ^_°_�......�,o;._ 6 MIL VAPOR 18ARRIER �-• -••-"•»r�-•w�--•=.:• q ¢ WITH 6'LAPS SEALED 11 11 h FOOTING TIED 70 i _ r _ FOOTING STEEL AND TO N ° TERMITE 4 _ WITH 6"LAPS'SEALED T - WITH POLY TAPE THREADEp ROD WITHIN 6"OF KING STUDS(UP.) CLIP @ 48"OC BOND BEAM STEEL @ J TREATED FILL,FA. - o° °p: WITH POLY TIAPE -� 4° "' a ° . . °r '~ FA.CORNER Af96"OC e. ''-- I a STUDS LIFT COMPACTED _- IL 9 iE4.Q tTERMITE TO MIN 95%MOD. - Q - FILL,EACH LIFT ED SILL PLATE BREAK DOUBI TOP PLATE 16"OC 8x8xl6,RUNNING 1'-8" PROCTOR 1'-4" r-TERMITE TREATED FILL, �rnj r-ru COMPACTED TO ROD WITHIN BOND,CMU STEM WALL, (2)115 CONTINUOUS EACH LIFT COMP/ACTED (2)#5 CONTINUOUS 1 MIN,95%MOD. ROD OR BOLT WITHIN 12' W OF EACH PROCTOR SIDE OF MIN 2,MAX 5 COURSES TO MIN.95%MOCD. L8"MAX. ON EACH SIDE OF BREAK (2)#5 CONTINUOUS PROCTOR (TYP') Mel CORNERS STUDS @ 16"OC 112"ANCHOR BOLT OR EPDXIED ANCHOR � IF HEADER SPAN IS OVER 60" BLOCKING / 4-.131'x 3"@ 2x_STUDS 24"OC NAILED TO OTHER STUDS THREADED ROD AS NOTED ON LAYOUT W/A31"x3"@WOC(UP.) F1 - STEM WALL FOUNDATION F4 - INTERIOR BEARING FOOTING F5 - INTERIOR BEARING STEP FOOTING W13-TYPICAL HEADER ATTACHMENT DETAIL W14-TYPICAL WALL CORNER & JOINT DETAIL W24 - GABLE END WALL BALLOON FRAMING DETAIL W25 - GABLE END FRAMING FOR PLATFORM FRAMING SCALE:112"=1'0" REV-23-AUG-04 SCME: / - _ 6�-- - � � SCALE:N.T.S.REV 23-AUG-04 SCALE:N.T.S.REV 23-AUG-04 - 4 - 1/2"NUT(7YP.) N2-GENERAL NOTES: TOP PLATE 3'x 3"x 1/4"WASHER(TYP.) 2-2x-RAISED HEADER 3/4'T&G FLOOR FOUNDATION:FOR POINT LOADS GRATER THAN 5000 Ib OR REPETITIVE TRUSS LOADS GRATER THAN 1/2'A307 ROD THREADED 1/2"A307 ROD THREADED DECKING NAILED 2000 lb PER TRUSS PROVIDE A THICKENED SLAB OR PAD FOOTING V-0"D X 1 sq ft.FOR EVERY 1000 Ib OF AT ENDS OR 112"ALL AT ENDS OR 112"ALL 6d RING SHANK BEARING REINFORCE WITH 115 @ 8"Q.C.EACH WAY OR ed COMMONS 4"CONCRETE SLAB 2500-P51 ,EDGES THREADED GALV.ROD THREADED GALV.ROD @ 6'OC CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE F'c=3000 PSI. r @ 28 DAYS 12"OC FIELD, r WHERE EXCESS WATER IS ADDED TO THE CONCRETE SO THAT ITS SERVICABILITY IS DEGRADED,THE 6"x6"W1.4XW1.4 W.W.M.PLACED 4"CONCRETE SLAB 2500-PSI @► r ATTAINMENT OF REQUIRED STRENGTH SHALL NOT RELEASE THE CONTRACTOR FROM PROVIDING SUCH DEPTH ON CHAIRS OR FIBERMESH 28 DAYS 6"x6"W1.4XW1.4 W.W.M.PLACED @ 2" r MODIFICATIONS A5 MAY BE REQUIRED BY THE ENGINEER 70 PROVIDE A SERVICEABLE MEMBER OR g DEPTH ON CHAIRS OR FIBERMESH EPDXY INTO SLAB OR SURFACE.ALL CONCRETE SHALL BE VIBRATED.NO REPAIR OR RUBBING OF CONCRETE SURFACES 1 #5 CONTINUOUS 6"x6"W1.hXW1.4 W.W.M.PLACED I @ 2' O C 4"CONCRETE SLAB 2500-PSI 1/2"THREADED COUPLING FOOTING USEIND ' SHALL BE MADE PRIOR TO INSPECTION BY AND APPROVAL OF THE ENGINEER,OWNER OR HIS DEPTH ON CHAIRS OR FISERME�SH c THREADED ROD AS NOTED ON LAYOUT SLOPE PORCH � @ 28 PAYS &1"WASFIER SIMP50N"SET"EPDXY r REPRESENTATIVE. q._._._._.�:�Pw :.� - - ---°- SLAB TO DRAIN " HOUSE SLAB OR"ACRYLIC TIE" CS20 @ 32'OC W/ 112"x 10"ANCHOR BOLT SILL EPDXY SHALL COVER 11 10d EACH END SECTION VIEW _ - ' --za' d HD GALV. M T PLATE BOLT TO TOP OF PLATE WELDED WIRE REINFORCED SLAB:6"x W INIA x W1.4,FB=85KSI,WELDED WIRE REINFORCEMENT r1 �'-I i��jj� TIL Q i; •.• " (7-EMBEDMENT) FABRIC(W.W.M.)1)#5 CONTINUOUS 6 - `� 6 MIL VAPOR BARRIER WI 6 LAPS SEALED ( W M)CONFORMING TO ASTM A185;LOCATED IN MIDDLE OF THE SLAB;SUPPORTED WITH TERMITE TREATED FILL, 14. , a W/POLY TAPE r 1"MIN.EDGE DISTANCE APPROVED MATERIALS OR SUPPORTS AT SPACINGS NOT TO EXCEED 3'. 6 MIL VAPOR BARRIER W/6"LAPS SEALED EA.LIFT COMPACTED TO 7" IN. 2 2x`RAISED HEADER WI POLY TAPE MIN 95%MOD.PROCTOR 1'-0„ TERMITE TREATED FILL,EA.LIFT - r COMPACTED TO MIN 95%MOD. 1/2"NUT&3"x 3'x 118"WAHSER FIBER CONCRETE SLAB:CONCRETE SLABS ON GROUND CONTAINING SYNTHETIC FIBER TERMITE TREATED FILL,EA.LIFT 6 MIL VAPOR BARRIER WI6" PROCTOR r REINFORCEMENT.FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE AMOUNTS COMPACTPROCTORED TO MIN 95%MOD. LAPS SEALED W/POLY TAPE (1)115 CONTINUOUS r SHALL BE FROM 0.75 TO 1.6 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S FLOOR BEAM r RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C 1116. THE MANUFACTURER OR ThiREADED ROD A5 NOTED ON LAYOUT CMU STEMWA112"SPACER SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C 1116 WHEN REQUESTED BY LL r PLAN VIEW THE BUILDING OFFICIAL. CONTROL JOINTS:WHERE SPECIFIED,SAWN CONTROL JOINTS IN SLAB-ON-GRADE SHALL BE CUT IN 1 ACCORDANCE WITH ACI 302.JOINTS SHALL BE CUT WITHIN 12 HOURS OF SLAB PLACEMENT.THE LENGTH I WIDTH RATIOS OF SLAB AREAS SHALL NOT EXCEED 1.5 AND TYPICAL SPACING OF CUTS 70 BE 12FT,DO F12 - NON - BEARING STEP FOOTING F13 - NON - BEARING THICKENED SLAB EDGE F2 - PORCH SLAB NOT CUT WWM OR REINFORCING STEEL.(RECOMMENDED LOCATION OF CONTROL JOINTS IS SUBJECT _ SCALE:1l2"-1'-0" REV-10-FEB-03 W2 - THREADED ROD EMBEDMENT METHODS W3 - FLOOR STRAPPING AT WALL OVER BEAM W4 ,- TYPICAL RAISED HEADER ATTACHMENT TO OWNER AND CONTRACTOR'S APPROVAL.THE CONTROL JOINTS ARE NOT INTENDED TO PREVENT SCALE: 2"= '-0 RE -22-AUG-03 SCALE:1/2'=1'-0" REV-22-AUG-04 SCALE:1'=V-0` REV-22-AUG-04 _ 3 - CRACKS BUT RATHER TO ENCOURAGE THE SLAB TO CRACK ON A GIVEN LINE.) t _ - - REBAR: ASTM A 615,GRADE 40,DEFORMED BARS,FY=40 KSI.ALL LAPS SPLICES 40*DB(25"FOR#5 N51-TRUSS UP..IFT CONNECTOR TABLE REV-25-AUG-03 BARS);UNO.ALL REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 315-95 tWITH ACI 315-96 UNLESS NOTED OTHERWISE.ALL TENSION DEVELOPMENT LENGTHS SHALL BE 23 2x RAFTER(SEE FRAMING PLAN) 8d @ 6"Q.C. sc Stron tie and bottom connections from this table or INCHES. ROq R00 All cconnectors are Sim p•' 'i g• uno.Select top 15132"CDX ROOF SHEATING UNBLOCKED NAILED SHEATHING SHEATHING SSTT catalog to meet fr'IsF uplift.Use fasteners as specified. TO ROOF FRAMING W/.099x2 318"NAILS A7 4" Uplilift. Uplift Truss SPF SYP Connector To Plate To Truss I Rafter O.C.EDGES&GABLES, STRUCTURAL CONNECTORS:MANUFACTURERS AND PRODUCT NUMBER FOR CONNECTORS,ANCHORS, 32!0 455 H3 4.8d 4.8d AND REINFORCEMENT ARE LISTED FOR EXAMPLE NOT ENDORSEMENT.AN EQUIVALENT DEVICE OF THE ROOF TRUSS 24,5 350 HSA 3-8d 3-8d SAME OR OTHER MANUFACTURER CAN BE SUBSTITUTED FOR ANY DEVICES LISTED IN THE EXAMPLE ROOF FRAMING 7/16"OSB WALL SHEATHING 53i5 600 H2,5A 5.8d 5-8d TABLES AS LONG AS IT MEETS THE REQUIRED LOAD CAPACITIES.MANUFACTURER'S INSTALLATION 2X4 2X6 STUDS FULLY BLOCKED 62eO 720 H10 6-10dx1y" 6-10dx 1Y" INSTRUCTIONS MUST BE FOLLOWED TO ACHIEVE RATED LOADS. AT 16"OC.SPF#2 W/.099x2 3/8" 2x4 BLOCKING 8560 990 LTS12 8-8dx 1Y," NAILS AT 4"O.C. @ 12"OC 12445 1450 HTS20 10-10d or 12-10dx1}2" 10-10d or 12-10dx 1Y" ANCHOR BOLTS:A-307 ANCHOR BOLTS WITH MINIMUM EMBEDMENT AS SPECIFIED IN DRAWINGS BUT NO 3-12d EAChI END NOTE:SEAL iALL EDGES,8"D.C. 12665 1470 H16,H16-2 10-10dx1}/2" 2-10dx 1} ° LESS THAN 7"IN CONCRETE OR REINFORCED BOND BEAM OR 15"IN GROUTED CMU. NOTE:SEAL ALL EDGES,$"O.C. PENETRATIONS 70 TRUSS&4.16d NS IN TOP O 2X416 SPF#2 FIELD TO 70p PLATE 17685 2050 LGT2 14-10d Sinker 16-16d Sinker 36555 4200 MGT WASHERS: WASHERS USED WITH 112"BOLTS TO BE 2"x 2"x 9164";WITH 518"BOLTS TO BE 3"X 3"x 9164"; Sm SYP Strap Connector To One Member To Other Member WITH 3/4'BOLTS TO BE 3"x 3'x 9/64';WITH 7/8"BOLTS 70 BE 3"x 3"x 5116";N0, PLATE AND D UBLE TOP PLATE �"Thd.Rod 22-10d BLOCKING WITH CODE 2'-0" MAX 112"ROD ASSEMBLY APPROVED SEALANT 2X PF#2 PRECUT STUDS OSB WALL AS NOTED ON PLANS 7665 5 SP4 6- N/A " NAILS:ALL NAILS ARE COMMON NAILS UNLESS OTHERWISE SPECIFIED OR ACCEPTED BY FBC TEST SEE STUD TABLE A307 ROD OR EQUAL SHEATHING 8655 100 05 C52T 9.8d8d or or 7 7-10d 9.8d or 7-10d 6"X6"W1.4XW1A W.W.M. 10885 1265 L5TA18 24 710d 7.10d 7/16"OSB WALL SHEATHING FULLY 4'CONCRETE SLAB 2500- PLACED AT 2"DEPTH ON REPORTS AS HAVING EQUAL STRUCTURAL VALUES. BLOCKED W/.099x2 318"NAILS A7 4" PSI AT 28 DAYS CHAIRS OR FIBERMESH 11770 1360 SPH4 12-10dxl Y" NIA O.C.EDGES,8'O.C.FIELD 14720 1650 CS16 14-8d or 11-10d 14-8d or 11-10d 6 MIL VAPOR BARRIER 5P?F SYP Cdumn Anchor To Foundation To Column I Truss STRAP BETWEEN FLOORS WITH GS20 SEE TABLE e _ WITH 6"LAPS SEALED WITH POLY TAPE �11660 1350 LTT19 5 "x 16"AB 8-16d Sinkers d _..-.w. _ °' ° �= � � I _ �I I I 190 2310 LT101 %"x 16"AB 18-10dx 1 Y" -�C ' " FLOOR SYSTEM 70 BE (2)2X4/6 SPF#2 DOUBLE r;. DESIGNED BY OTHERS TOP PLATE �1'-�" TERMITE TREATED FILL, 35490 4175 HTII6 %'x 16"AB 1B 6dolts (2)115 CONTINUOUS EACH LIFT COMPACTED 1975 2300 AB166 %"x 16"AB 12-16d SEP _.. � 2004 TO MIN.95%MOD. PROCTOR 'Sluds:Supporting Trusses:Th builder is responsiblo for gravity loads,but you should put an extra 2x4 stud under truss bearing location for Batch 300 th of reaction.tteck the minimum bearing requirements of the truss and top plate(SPF.FC_425pst-223o1hrply). 1/2"RODASSEMBLY ManuVfaclurer and product nucber aro listed for example not endorsement M equivalent device or the same or other manufacturer nn AS NOTED ON PLANS can boe substituted for any daOs listed in the oxample tables as long as it meals 8to required load capacities.Manufacturers []Y _ a installation instructions must b followed to achieve rated Wads.All connections exposed direr to the weather shall be hot dipped - W 2 5 - I N T E R I 0 R SHEAR WALL D ETA I L gelvaanteed after fabrication.bads are Increased far wind duration-Strap uplift may be reduced proport onalty to number of nails. A307 ROD OR EQUAL � WITH COUPLER AS Sr�7�r�r`Gv �� See sppec sheet for alternate sizes(10&.84'16d,1Odd'h�.00'tgd,18d=12d=16d sinker).SPF=.86'SYP REQUIRED REV-27-JUI.04 _ - N3-WINDLOAD ENGINEER'S SCOPE OF WORK:The wind load engineer is engineer of record for compliance of the WINDLOAD N8-WIND LOAD DESIGN DATA structure to wired load requirements of FBC 2001,Section 1606.If trusses are used,the wind load engineer is not ENGUNEERING NAILS A7 4"O.C. (Wind loads are per FBC 2001,Section 1606.2 for enclosed s15132"CDX ROOF SHEATING UNBLOCKED NAILED TO engineer of record for the trusses and did not design the trusses or delegate to the truss designer. 2X4 OUTRIGGER @ 48"OC. ROOF FRAMING W/.099x2 3/8' imple diaphragm buildings with mean root height 15132"CDX ROOF SHEATING UNBLOCKED NAILED less than 60'or the least horizontal dimension;not sited on the upper half of an unobstructed 60'high hill with BUILDER'S RESPONSIBILITY:The builder and owner are responsible for the following,which are specifically not part n EDGES&GABLES,8'O.C. a EVERYTHING YOU NEED FOR YOUR BUILDING PERMIT" TO ROOF FRAMING W/.099x2 318"NAILS AT h"O.C. BLOCKING REQUIRED BETWEEN OUTRIGGERS X10%slope.) of the wind load engineers scope of work, EDGES&GABLES,8"O.C.FIELD 2X4 BARGE "Confirm that the foundation design&site conditions meet gravity load requirements(assume 1000 PSF bearing pp� MTS12 2X4 BLOCKING @ SHEATHING JOINT R FROM GABLE END p capacity unless visual observation or soils test proves otherwise Mark Disosway P.E. RAFTER CONT. Basic Wind Speed 120 MPH Wind Exposure B 'Provide materials and construction techniques,which comply with FBC 2001 requirements for the stated wind 1x4 STUD ALIGN 2x_RAFTER(SEE FRAMING PLAN) Wind Impedance Factor 1.0 velocity and design pressures. POB 868, Lake City, FL 32056 Phone: (386) 754-5419 (3).1131 X 3" HURRICANE 9 Category WITH RAFTER Buildin Cale o II 'Provide a continuous load path from roof to foundation.If you believe the plan omits a continuous load path connection,call the wind load engineer immediately. 2X4 SCAB CONT.TOP GUN NAILS CLIP H-2.5 OR Internal pressure Coefficient N/A(Enclosed) Fax: 386 754-6749 Email: windloadengineer@bellsouth.net STRAP STUDS TO 'Verify(he truss engineering includes truss design,placement plans,temporary and permanent bracing details, SEE 3"x 3"x 1/4"WASHER TO BOTTOM fY 9 9 g 'p P p ry f 9 DOUBLE TOP PLATE EQUAL h8"OC. Building not in the high velocity hurricane cone truss-to-truss connections,and load reactions for all bearinglocations. FOUNDATION] WI MT512 &112"NUT(TYP.) CHORD@ 8'FROM Building not in the wind-borne debris region Location*FLORIDA DETAILS GABLE OTE:ALL MEMS S SHALL B YP LTOPCHORD 9 fl Select uplift connections,walls,columns,and footings based on truss engineering bearing locations and reactions; OF GABLE END Mean Roof Height <30 ft including interiior bearing walls. NT 4 SCA ROM TOP TRUSS DROP 3 RootAngle Ie 10-45 degrees 'Size headers;for gravity loads;headers sized by the builder for gravity loads will also satisfy wind loads. (2)2x416 SPF#2 7 07TOM CH D@ „2"011 J 9 ADDITIONS FOR DOUBLE TOP PLATE Components And Cladding Wind Pressures(FBG Table1606.2 B&C) X•BRACING(PR IDE DOCUMENT CONTROL and PRIORITY:Struchital requirements on 5-1 control unless the building coda or 4-1 x NAILS A 4 ADDITIONAL 2X�' Zone Effective Wind Area(ft2) INTERIOR BEARING NOTE;SEAL ALL @ architectural stheels have more stringent requirements.Non-structural requirements on arch(lectural sheets control. [� 131"x3"TYPICALATAL VERTICAL IF HIGI 10 100 UEEGY.Qfl1(�f R O V E D WALL(UP.) PENETRATIONS IN TOP Specific requirgemenls lake precedence over general fequiremenls.Revision control is by the latest signature date and b'1K P1 `! ( ) CONNECTIONS BEENARI,1,t,rl' I,i, ; PLATE AND FIRE STOP 2X�5PF#2 PRECUT STUDS h ' TO FORM A "L" 4 25.9 128.1 22.5 -24.2 is the res nsilibili of the builder. _ EACH SEE STUD TABLE TOE NAIL TRUSS TO 2 Po ty is r �,e BLOCKING WITH CODE DOUBLE PLATE w/ 5 25.9 34.7 22.0 -26.9 APPROVED SEALANT 7/16"OSB WALL SHEATHING f FULLY 2X4 SCAB IF VERT.WEB IS NOT PRESENT - 2-.131'x3"NAILS @8"OC. 1 its common AND PROPERTY RIGHTS:Mark theDlsse inshru P.E.hereby expressly reserves Builder: �� '' II r s 2 1 Total Shear Wall Segments its common law copyrights and roe n ht in these instrurnehls of service.This document is p LI i I d e r: TOM TROUT I N•� BLOCKED Wl.099x2 3/8'NAILS AT 4" OR IF RAFTER FRAMING z 2property g 2��I O.C.EDGES,8"O.C.FIELD BOTTOM CHORD OF 2 5 not to be repreoduced,altered orcopied in any form or manner without first the express written permission and consent , WALL STUD TABLE GABLE END TRUSS ' CONT.2X4X8'112 SYP a 4 Transverse Longitudinal of Mark DisosHway. 1-2x4@ 16"OC TO 11'-0"WALL HEIGHTRequired 26.88' 15.4' r LATERAL BRACE @ 48" (2)-2X4 70P PLATE I 5 s DIMENSIONS:;: Designer: 1-2 x4 @ 12"OC TO 12'-0"WALL HEIGHT OC. Actual 89.0' 56.3' Stated dimensi;(ons supercede scaled dimensions.Refer all questions to Mark Disosway,P.E.for resolution.Do not 1-2 x 6 @ 16"OC TO 1T-8" WALL HEIGHT 1/2"ROD ASSEMBLY AS NOTED ON PLANS 2X4 X-BRACE @ 6'-0" OC. SIMPSON LS'fA proceed wilhouut clarification. 1-2 x 6 @ 12"OC TO 19'-6"WALL HEIGHT A307 ROD OR EQUAL 2X4 BLOCKING @ 48"OC. 24 @ 4B"OC. 2 Approved:FZPE953915 Revisions: 2X416 PT PINE SOLE PLATE 2� BETWEEN GABLE AND SEE WALL DETAILS s t WINDLOAD EINGINEER:Mark Disosway,PE No.53915 A - Sheet q FIRST TRUSS. 5 5 Shut S-1 of 3 Sh(;'�; 2 � CER7IFICATI(ON:The attached plans and"Windload Engineering",sheet S-1,comply with FBC 2001,Section 1E08 ' •� 4 4 wind loads,to I the best of my knowledge. SEE W10 - TYPICAL GABLE END 1 X-BRACING ) LIMITATION:IThis design is valid for one building,at specified location. �U Windload Engineering W1 - TYPICAL EXT. WALL SECTIONS FOUNDATION FINISH GRADE 55 This drawing isnot valid for construction unless raised seal isaffixed. DETAILS SCALE:112°4-0" REV-27-Jun-03 SCALE:112"=1'-0"REV-23-AUG-04 Rev-06-ocT-03 25Aug04 Job # 408114 rrrrrrrfrr REVISIONS SMPAN ARCNffEC'nJRAL DESIGN SOFTWARE EXISTING ROOF FRAMING H2.5A 2x6 SYP#2 RAFTER PLATE W/8-.131"x3"GUN NAILS IROOF SHEATHING OR(1) 1/4"LAG SCREW W/2"PENETRATION TO 20 SYP#2 RAFTERS @ 24"OC 8-.131"x3"GUN NAILS EACH EXISTING RAFTER H2.5A ---H2.5A1 H2.5A— ROOF SHEATHING @ KNEE WALL KNEE WALL KNEE WALL— 2x6 SYP#2 RAFTERS 24"OC 2x4 @ 24"OC 2x4 @ 24l"OC 2x4 @ 24"OC / W/CS20 14-10d W/CS20'14-10d W/CS20 14-10d L VI @ 48"OC(TYP.) @ 48"OC.(TYP.) @ 48"OC(TYP.) H2.5A EXISTING CEILING EXISTING CEILING H2.5A LUS26 MIN. 7,5 / 5 1/8" x 17 7/8"GLULAM BEAM TO SUPPORT EXISTING ROOF&CEILING i i 2x6 SYP#2 CEILING JOISTS @ 24"OC I 1 1 1 EXISTING ROOF 1/8" x 12 3/8"GLULAM BEAM ]TO SUPPORT ROOF&CEILING I 1 1 t I 1 I I 1 1 1 I ��2-2x4 SITUD PACK 5/8"TH© ROD W/7"EIWIBEDMENT 1 I I I W/3"W/ASHER ON 1 1 1 1 t t t TOP OF BEAM 1 I 1 1 4-2x4 STUD PACK 5/8"THD ROD i i i i 1/2"THD ROD @ 5'qC(TYP.)----,,,,W/12"EMBEDMENT—\ .1 W/3"WASHER ON TOP OF BEAM 1 I I 1 I f I r 1 I I 1 --"-- o 4"CONCRETE FLOOR SLAB REINFORCED WITH 6X6-1.4/1.4 WELDED WIRE MESH PLACED ON CHAIRS Lu AT 1 1/2"DEPTH OR FIBER MESH CONCRETE,6-MIL 1 1 1 1 POLY VAPOR BARRIER WITH 6"LAPS SEALED WITH NIU �l I 1 POLY TAPE OVER TERMITE-TREATED AND COMPACTED FILL C":`ya� Cl CV e p p o p e p ° p e 1 ° p d p -- Uj j EXISTING FOUNDATION WINDLOAD ENGINEER:Mark Disosway, 1 8"CONCRETE BLOCK STEMWALL, PE No.53915,POB 868,Lake City,FL p ° 32056,386-754-5410 GROUT REINFORCED CELLS HEIGHT VARIES 4'4 j (MINIMUM 3 COURSES MAX 5 COURSES) gyp• DIMENSIONS: Stated dimensions supercede scaled p ° dimensions.Refer all questions to 20"X 10 POURED CONCRETE STRIP FOOTING Q Mark Disosway,P.E.for resolution. (MINIMUM 2500-PSI AT 28 DAYS) Do riot proceed without clarification. REINFORCED WITH 2-#5 REBARS, CONTINUOUS p ° COPYRIGHTS AND PROPERTY RIGHTS: Mark Disosway,P.E.hereby expressly reserves its common law copyrights and property right in SEE FOUNDATION these instruments of service.This document is DETAILS ON SHEET S1 not to be reproduced,altered or copied in any SECTION - A form or manner without first the express written permission and consent of Mark Disosway. SCALE: 1/2"=1'-0" CERTIFICATION:I hereby certify that I have examined this plan,and that the applicable portions of the plan,relating to wind engineering comply with section 1606,tlorida building code 2001,to the best of my knowledge. x6 SY #2 RAF ERS @ 4"OC ,Pr LIMITATION:This design is valid for one O W/ 6 CEIL G JOI 5 building,at specified location. N Cl) civ 'yid v~i � � MARK❑ISOSWAY Lu O q�J W(9 - P.E.59915 ~Z 2 RIDG BOAR —' k X M Vd x6 EEY 92 RAF ERS @ 4"OC- ` / 6 CEIL G JOI S yJA MASTER BEOR SEAL r1� 2 J Q MASTER BATHROOM B een an Renovation & Addition LIVING:ROOM IIF STUDY CLOS d ADDRESS: ROOF / CEILING LAYOUT FLORIDA SCALE: 1/4"= V-0" FAMILY ROOM 77 Mark Disosway P.E. P.O. Box 868 Lake City, Florida 32026 Phone: (386) 754 - 5419 KITCHEN Fax: (386) 754 - 6749 Email: mdpe@bellsouth.net PRINTED DATE: August 25, 2004 DRAWN BY: CHECKED BY: GARAGE I� ENTRY Evan Beamsley `.l B O FINALS DATE: CLOSET GUEST BEDROOM 25/Aug/04 JOB NUMBER: 408114 DRAWING NUMBER FLOOR PLAN SCALE: 1/811= 1'-0" 2 OF 3 SHEETS r�.r.r.rrr a3q-7 Mrd REVISIONS SOFVAN ARCHITECTURAL DESIGN SoFIWAAE q� r+r ttf ca IL. EXISTING FOUNDATION 4 2-2x12 SYP#2 WINDLOAD ENGINEER:Mark Disosway, HEADIER EXISTING FOUNDATION---\_ �\ ' PE No.53915,POB 868,Lake City,FL i 32056,386-754-5419 2-2x4 STUD PACK C0 0 5/8"THD ROD , DIMENSIONS: Stated dimensions supercede scaled W/7"EMBEDMENT 1 — 4"CONCRETE FLOOR dimensions.Refer all questions to W/3"WASHER ON EXISTING SLAB SLAB OVER EXISTING i � Mark Disosway,P.E.for resolution. TOP OF BEAM REINFORCED WITH I I Do not proceed without clarification. 42x4 STUD PACK--- 6X6-1.4/1.4 WELDED WIRE MESH PLACED COPYRIGHTS AND PROPERTY RIGHTS: 5!8"THD ROD W/12" EMBEDMENT ON CHAIRS AT 1 1/2" MarkDisosway, hereby expressly reserves W!3"WASHER ON , , its common law copyrights and property right in DEPTH OR FIBER I I these instruments of service.This docurrnent is TOP OF BEAM MESH CONCRETE ' ' not to be reproduced,altered or copied In any form or manner without first the express written I I permission and consent of Mark Disosway. I 1 CERTIFICATION:I hereby ' (flat I have I I certify C9 I I examined this plan,and that the applicable I portions of the plan,relating to wind engineering comply with section 1506,(lodda building code :2 w c7 , I 8" CONCRETE BLOCK STEMWALL, 2001,to the best of my knowledge. ' GROUT REINFORCED CELLS HEIGHT VARIES m �W ' LIMITATION:This design is valid for one LL EXISTING WALL C) ' (MINIMUM 3 COURSES MAX 5 COURSES) a TO BE REPLACED building,at specified location. I 1 Z LL �- 20"X 10"POURED CONCRETE STRIP FOOTING WITH BEAM(TYP.) p (9 z C7 O (MINIMUM 2500-PSI AT 28 DAYS) MARK DISOSWAY I - a ; ; REINFORCED WITH 2-#5 REBARS, CONTINUOUS P-E.53915 °p cn W C4 q I I Y IL I I x � X[L I I p0 ao� n I I I `— 0. O r r tr7 U) I , lr7 t..• \ , U) o 4"CONCRETE FLOOR SLAB REINFORCED WITH �`5EAL. ' I I 6X6-1.4/1.4 WELDED WIRE MESH PLACED ON CHAIRS AT 1 1/2"DEPTH OR FIBER MESH CONCRETE, 6-MIL POLY VAPOR BARRIER WITH 6"LAPS SEALED WITH POLY TAPE OVER TERMITE-TREATED AND COMPACTED FILL r I 1 I ---------- -----------------_- Beenan 3 1!8"x 9 1/2" I Renovation & Addition I I ' I I GLULAM HEADER `----- , 2-2x4 S1TUD PACK 5/8"THID ROD W1 7"EI'MBEDMENT W/3"WJASHER ON A� TOP OF BEAM ' ADDRESS.� ' ' FLORIDAIDA I I I I 1 I en r I I 110 8"CONCRETE BLOCK STEMWALL, no GROUT REINFORCED CELLS NEIGH-r VARIES NOTE:AL.LLOAD 13EARING i i (MINIMUM 3 COURSES MAX 5 COURSES) i i Mark Disosway P.E. P.O. Box 868 HEADER SHALL EIE I ""X 10"POURED CONCRETE STRIP FOOTING Lake City, Florida 32026 2-2x10 SY(P#2(U.N.O.) ; (MINIMUM 2500-PSI AT 28 DAYS) i Phone: (386) 754 - 6419 REINFORCED WITH 2-'115 REBARS, CONTINUOUS ; Fax: (386) 754 - 6749 I I I - - - ___-• -_____--._____ _____ -------------------------___, Email: mdpe@bellsouth.net PRINTED DATE: ' _____..____________________________.._---_____---- August25, 2004 DRAWN BY: CHECKED BY: Evan Bearnsley FINALS DATE: STRUCTURAL LAYOUT FOUNDATION LAYOUT 25/Aug/04 SCALE: 1/4"= 1'-0" SCALE: 1/4" V-0" JOB NUMBER: 408114 DRAWING NUMBER C'J OF 3 SHEETS N � N om X30 , I4,-o, 61-01 71 o Q)i I ` W � i N f90 N / ( Q) 0 Q) 0 o ; Q) � � I Ica \ I C 0 IIII IN \ I c. r ca REMOVE 5XI6TING ]& �ORT I 1 W ^ — FLOOD WALL, DOOR UNIT I I I IIII JLIGHT 6 �1)- 0 AND WINDOWS u(� _• I I�ilIIIII EXISTING LIGHTFIXTURE TO REMAIN VID1; ADEQUATERELocAi NOSET UUMNN5 ARE WHENI I I 5155 1911 "E? I I REMOVE EXISTING IIII I DECK AND RAILING IIII I _ _ _ IIII IIII ` d � I IIII .�.a► n �� I I REMOI/E EXISTIWz II _ WALL., POOR UNIT II AND WINDOWS IIII � 1 STIN��IA� IIIII I 111 1 O I IIII I I IIII IIII � OUTLET I d I1 OL 0I I IIII I I . I IIII IIII IIII IIII IIII I SREM�OvE ExISTINCc h i iii I I I I rr rrr � LL I Q) X I _ I I I These plans are .— — — _ - I �� CLEAR SITE FOR � _ I the sole property ADDITION f T . _ I o01"t TROUT, INC. and are not to be used or reproduced by anyone other than TOM TROUT, INC. .- . ---- - dumber `Y N r- wrr + rl prA 4 1s 1, Exi6ting Flog Plan - IDemolit on z date ��.O sc�lam: 1/�"=�'-�' � revision03 00/ 04 2M0 d � r N � N � o , -0. 5o'-0' � � Ur m r CP loc�u I_ �� 6 �o 7A7()),) 66 qj SLOE Q L N QNB � S o � U MASTER BEDROO } REMOVE EXISTING WINDOW NIT (� EI O 1 PINIIw As A PLUSH WALLOM BUILT IN BOOKCASE IN TPJ a� EXISTING WINDOW OPENING 12 To 14' DEEP ON ollc IDE v Q) I - >� FILL IN EXIST. MASTER WINDOW UNITS 15ATHROOM c 1 o v Q) ca Q) l..l V( ROOM NEW WOOD STEPS (2)7" RISERS 'T � STUDY � � QJ - � -�•k�m'-m CI-OS L ca 3'.4•x4'_3' n V N CD BENCH \'D _ ¢ z i, FAMILY ROOM KITCHEN IN 0 ' NEW FRENCH DOOR NIT5 l.lNEAI_ ,yV N �� PR ro (oa FRENCH L. NEW D STEPS (2)-rIS!"IZS � I BATH CABINETRY Q� I -7•xa-� co n U- I 2x6 D CII1 � 00 io NY `4fL I I/2x10 TRIM s� CL08ET BOA $ These plans are y 7'xro•-1• GUEST 151EpROOM the sole property MATCH EXISTING HANCsING RODS i4'-0'xu-l• - 3 — SHELL FINISH 4 SHELF ` - of TOM TROUT, INC. REINSTALL REjNSTALL �� --- and are not to be '„ i• EXIST 305(4 EX ST 3050 NE used or reproduced M 011- ._ 1 by anyone other than 5'-I Irl' 5'-101/2' 14'-4I/2_, - 4x POSTS SET TOM TROUT, INC. V-0. 2'-0, J IN CRETE '-r 11'-•0 1/2' 9'-II' 2'-4 1/2 a'-3' 5'-m' PI RS 26'-Fa' NEW 4PP11ION ....• number - -- --- ` Floor Flan w/ Addition l z J-O2 5ca le: 1/4'470' da t� 03/08/04 �„ t2 rev l5 i on �, --, - 03/2 /04 234 � Cc, N I� CQ 3U- m • ca �- REMOVE EXISTING ROOF AS RE0.11REP U m FOR NEW ROOF - 1— OVERFRAMING. q fl ;.7•;'--.13 x.�"e.1:.ti .^`i:i;r ,:F.n+; _ ti•:1•:,;-r.y i.;�:f ..Sa ',"� r.�..'•` -4?.;.T:'.�.•'Sr '.�•.�. _ ..[•�"J '+�� .4::: f•i��'!.i' Y�4^d,.rrf ','I� fit.: ?r';•Y'C:-'ti.Fri .,`.p,4 J.2i.li.: �W'".,'.S ':.S\t.'.��.i4.�Yi•.v��_�i�::'. -� � � (� ) .. yh::ti•y\ � r. .{ .. ,-:-, .;.. -ti: �.7 ti;':+;•�.}:- i•ti�r,i"a '�. ;t v �, ..ti - •u:-:;i�.wiL:. `S•_.....,•a..�..._•,..e��..: Sit. ,.•a-,��_�.. . c:•-..:.•:`I;r. +,5.".� �x.., ,r, (� •y.�.,ti!' (14'y' V xA....f-��:.T.?.�.��'�._ .-...x_� .{moi�l� � 1L REMOVE CocxIINA — > • — — — 6 �y SHELL FINISH r k w — � r rs II II II it .., <� I I ��t.�� II II II II � _;YTM �- 0 p � Q cW 0 �. ;::.A?; �.:?i tt. L y• 'r'�m':t �� Ccl, REMOVE ExISTING II II II II l I I I I k`:' III II II II 'rh u -� > a.,,t.. WINDOWS, SAVE t"OR _ �.v: 2• _� �,., . J I_ r W II h ,,> I I I I =*� J .�r''. L Q REINSTALLATION11 F —I �,,�ay: � a � � -� REMOVE EXISTING L ` ' " 4 -- I-1 — — `6 �`' J I in 7nI Tf I" ITII TIP fry ml-ff I fllllil IT Irn inil> If fi ITII 11WII�fr I(ll mi rrlr(f frfl� -� RAILING, DECK AND ,y DECK 5TR11GTLIRE .I ; , �4.,F,< II II II II II II II II II II II II II II II II III I II II II II II II II II II II II II II II II II II II II II II III � % �;��ry;��.�a I II II II II II II II II II II II II II II II II II II II II I��I I II II II II II II II II II II II II II II II II II II II II II III ILII llJI. 11111LII 11-11-11WI.11-11 .ILH WI 11 l`11111 EMU ILII 1111IL I L11111111 ILII Qi REMOVE STEPS C TY .._.._ ._._ - - - - - - - --- - - - -- --- - - - - - _. - - -I� Q� U 0 Existing Rear Elevation Scale: I/4'=V-0- -C y Q n ca ARCHITECTURAL TYPE FIDER31-As3 C� ► N 1/2' CDX PLYWOOD SHEATHING CP W/ Pl_VJ100D CLIPS ARCHITECTURAL TYPE FIBERGLASS FLAT ROOF 4-1 1/2' COX PLYLUDOD SHEATHING w/ PLYWOOD CLIPS ' MATCH EXI:5TING v FASCIA MATCH EXIESTING SWELL FINISH �- NEW FRENCIH- < DOOR UNITS - ( 6 ) - 0681 PR NCH FRE NEW WOOD STEiPS - (2) `I' RISEI:RS \ \ \ 1� WOO E NEW - D P O - Q) n LL v UJ�' a HJ t Q) n 3V-0WEW ADDITION •'` '-m'N UI DVGC 4 5TAIF0 Q) ><J— Nem Rear Elevation w/ .4cicl i t i on Qj ,42.01 Scale: I/�'=1'--•fd" "' Q) z � PR 30Fa8 FR PR 30roa FR F _ PR 306$ R MATCH EXIISTING SHELL FINISH These plans are NEW FRENCH _ r the solo property DOOR UNITia of TOM TROUT, INC. (PR 6066 FRENCH) and aro not to be NEW WOOP> STEPS used or reproduced (2) 7' RISEERS by anyone other than TOM TROUT, INC. NEW WOOD) DECK 5/4x6 DECKIN3 11LIt1 ber II/2x10 TRIIIM _ a - Deck Plan C30ARDS NEW WOOD 5TEP5 _ �42.�1 (2) 1' RISERS 5ca le: I/4"=I'--(�" A2 ,01 - --------- ------- da to 4'-1 1/2, W0 00 13ENGN -1 r revision 7'-I I!2' 7'-1 I/2' 5'-4' 03/25/04 _T' 234 B"Ei0f- -r11dL9— N Q) 3 1J- 0 ccl A 1mr (P A L Q) REMOVE EXISTIWJ ROOF 145 REQUIRED Q) Q) FOR NEW ROOF -M (3 E OVERFRAMIWa, Q) REMOVE EXISTING d) -u- d) S Q) WINDOWS, 5AVE FOR 6 Q) REINSTALLATION 0 -D 7 01 z �5 - -M IF-- ® ��• : �.c;r.r: sl..:. >�'t+.-,r..'SF_rt=_r s rti `'`,:,!:.t.vy a}• � ( I I I 'i HERrf, r. r 11 ki�:5t1 MNMM REMOVE 1=-XISTING4 f;�Bmo\/E COQUINA DECK STFWCTUFRE afz r2l LL� FZAILIW;;, DECK AND SWELL FIN15HVVV ji IT u fn I jr rif fF[i TuT • Tsi, x", e i_g lI II I1 III Il I REMOVE STEFS •'ta {[� gk rY 111 ILIII II ILJ 11L I LihiII 11 Il Il II [Lull DLII EXI6TIW3 DECK LEVEL — — — — — — — — — — =r= —T� Tj to — — — — — — CUT DOORWAY IN WALL. FOR THE ca NEW ADDITION Exi5t1n!@ 6ideElevaticn Q) Sca le: 1/4'=1 0' -4J o 3 0 ca ARCHITECTURAL TYPE FIBERGLASS GDY r-X PLYWOOD -SHEATHING W/ P OD CLIPS GG U PLS --L lN5TALI- 8x5 GLASS Q) BLOCK MATCH EX15TIW-v (4'-O'x4'-O') FASCIA 7 A REINSTALL r=><15TIW-:; WINDOW UNITS .............. ......... 771 FJ MATCH rzxl6TlW-i NEW 5TEP5 Ll WOOD BENCH SHELL FIN15H NEtiD W WOOL) DECK E3 (4— Q) X ILI (4— ......... / xO l5TJNG FL = OR 7 LEWL in 7777777,::, N W WOOD F- DECK LEVEL K 20- M 71'NEW ADDITION l3'-3'ft1WOOD DBOIC'4 STAIRS These plans areZ: the sole property 3 of TOM TROUT, INC. and are, not to be u5sol or reproduced by anyone other than TOM TROUT, INC. ��2 New 51cis Elevation ��-oScale.- 1/4"=11'-'O" A2 .02 date 03/0a/04 revision 03/2 E/04 234-1 2TK�u- i s II N I fk N � Or 3 U- i - (P0 r° I (V I Q Q) 0 0 Q 0 N 0 3 Q3 0 � I Q) fj 0 IIII \ IIIi \ 0 IN \ � I � Q) � fj Ll REMOVE EXISTINGu FLOOD 3 WALL,DOOR UNIT IIII I I \ I >�. 1I I - fp AND WINDOWSCq IIIII IIII �\� IIIIIIIII1IIIIIIIIIIIIIII IIII IIIIiIIIIiIIIIaISII�dIIIIIIIIIIIlIIIIlII1eIIII IIlIIiIIiII III 1l EXISTING LIGWT FIXTURE TO REMAIN ADE=ATE TllRELOCEOE WHEN 511553TLUMNS ARE VE REMOVE EXISTING DECK AND AG REPfOVEXISTING WALL, DOOR UNIT AND WINDOWS FILE VE EXISTING ELCTRICAL IN oEOL IN REMOVE EXISTING VIDE SUJI �oRt Ln�0cp� l l cv 1� City of Atlantic Beach ~ Plarinin and Zoning Depa7constitute // s = LI = _ J I � ®— i _ 0 0 0�//// j / This approval verifies compliance w j / // / zoning, subdivision and other development regulations, but does I / % approval for the issuance of permits. Compliance `— I with Florida State Building Code and all other applicable -� yj and Federal permitting requirements \ I must be verified by signature of the City of Atlantic Beach Building Official prior to the Issuance of a Building PermitX. Approved By: 9,_I I \ I Dat®: .m ty Dmu ev opment erector N �</ I i \ I f.:: a., These plans are CLEAR SITE- - - - - -� I ADDITION FOR \ I N CITY OF FSI the sole property BUILDING of TOM TROUT, INC. ' a SEP --9 2004 and are not to be i used or reproduced - - - - - - - - - - - - by anyone other than - - - — — — — — — — — — — —— — — — — - --- BY: t �-- _-- , TOM TROUT, INC. �-- � � --- I1un1kPsr i -4 OAPPROVED CITY � tiFE HhemO1itOn RJlt DING � IC2 Existing gloon cl a to �Jo ,_ ,_ u s�N zoo>� 03/08/04 7� �/, ✓� cele: 1/� -1 ® Q) revision — J Z" Ry; 03/2 /�� I I I v ' N 14'-0' 8'-m• (q cv � � V (P T i 13 p � 0 .� 0 N U � N �6 } U 0 = 0 0 U m i i ix Ju- MASTER SEDRO REMOVE Ex1snws wit vow*It U FRAME ON BEDROOM SIDE FINISH AS A PLUSH WALL 0 BUILT IN BOOKCASE IN THE d� EXISTING WINDOW OPENING `— -� 12 To 14'. DEEP ON OFFICE GIDE Q) Q) J PILL IN EXIST. MASTER O WINDOW uNITs3,a,T1-ROOM 0 U QJ LIVING ROOMfj NEw WOOD STEPS -U — -'I (2) RISERS r STUDY Q) It CLOS e Lia 3'-4'x4'_3. r SL OD BENCH C J3 i tt _ v / i i FAMILY ROOM � � N 0 I IIII � KITCHEN IIII ' cum T 5-Im I 5 -10 E Q) - } _ NEW CH GA NITS LINEN ENTRY �6 PR 6 68 PRENCN L 1 I NEW D STEPS Co.- I 0 AV (2)1' ISERs L BATHciIL 5'-i'xs'-3' CABINETRY .ao4 LL NEW D DECK X 0 2x6 D CKING 00 IL 6 co ��' `''Q' 1 I/2xI0 TRIM m = CLOSET BOA S GUEST IBEDROOM ! these plans are HANGING RODS 14, 0,x11, �, �' the sole property MATCH EXISTING; t SHELF _ -- of TOM TROUT, INC. � SHELL FINISH --------- REINSTALL REINSTALL and are not to be cn 1' EXIST 3050 EXIST 3050NEW used or reproduced _____ by anyone other than V-1 1R' 5'-101/2' 14'-41/2_-- --- 4x POSTS SET TOM TROUT, INC. 2'-0' 2'- IN CRETE m' � -- PI RS '-r 11'-0 V2' 9'-11' 2'-4 1/2 V-3" 5'-0' 26'-VNEW APPITION is �® number am-No .d -- w Floop ala uu/ dClitio� o 1 .02 ,.""® .41.02 .� own-No 1/�''=I'-0' o 03/08/04 0- revision ® 03/2E/04 i i _ I I i i LEzit N tz N II � tYl tu C-4 rj j � u- Ii 4F • Ica, cp � i REMOVE AS EQUfED � u ctl FOR NEW ROOF 1— OVEWRAMING. 01 o L zi) 0 N I - N REMOVE COQUINA—N,,.,, ='t'•'-.:-:.t•.:;t<'°:.,��;..�1Ii1I —J1IIII-II� �O;'-•"'`X„Y"1�( SHELL FINISH i-nnvv'' V9EMOVE EXISTING WINDOWS, SAVE FOR � p :3 INSTALLATIONRE = = —I— = = - - = — - - --- - = = _ — pu s- 00u REMOVE EXISTING II II—II IIII—fI fI IF l fI rI IlIT I II Ti Il I 1ITI 1I 1I ITI lI rI fI I 1111 TI I II I I-1I 1i 7I I II rnI I I mI I I lI—I I II fI=1I TI I TI—I IRAILW , DECK AND R IT1111 PITIFU ITH TI-II IDECK STRUCTURE IIIIIIII t11II IIIIILIIIIII II IIIIIIIIIIIIII IIIIIIIIitII 11I 1 U 11-111 U ILI aLILll U 11a1-It IB 11-11 al 11-11-ILII1 lli JLIIJI Ill1L111 ILI ll TEPs — - II r ,42l. 1 Existing Rear Elevation Scale: 1 /4'=1 -0' A� � Uo- cLUO—a�L ! N TNfOco ..: . .` .. ...a.•. .. 2I _ •;..: r - ---A-R-C-H`--I�T —ECTURAL TYPE FIBER -G L ASS i/2a CDX PLYWOOD S-EAT-IN w/ PLYWOOD CLIPS FLAT ROOFARCHITECTURAL TYPE FIBERGLASS 1/2' CDX PLYWOOD SHEATHING w/ PLYWOOD CLIPS MATCH EXISTING FASCIA MATCH EXISTING SHELL FINISH NEW FRENCH DOOR UNITS PR6068FRENCH) NEW WOOD STEPS (2)1RISERS IIJ FT NEW WOOD DECK ��•0`l— . ,V Dtt L�Q70 U 33'-ot"ADDITION 0— W-WNW occK sraeNew Rear Elevation w/ Addition 42 1 Sca le: 1/4 =1 -0' s � PR 3068 FR PR 3068 FR PR 3068 FIR SHELL FINISH MATCH EXISTING These plans�/rNa re NEW FRENCH the sole property DOOR UNITS of TOM TROUT, INC .(PR 6068 FRENCH) and are not to be NEW WOOD STEPS used or reproduce d by anyone other than(2) 1' RISERS TOM TROUT, ING. NEW WOOD OEM 8/4x6 DEKING number Deck Plan i/2xI0 TRIM BOARDS NEW WOOD STEPS (2)1' RISERS Scale: 1/4 = -0' 42 ,01 ------- da to WOOD BENCH 4'-1 1/2' 03/0S/04 revision 7'-11/2 T-11/2' 9'-0' ! 03/2x/040 j i ! I j i to C4 0 Qjr 0 (P e I Ui IIS cl01 IIS I o 2" S) / REMOVE EXISTING ! Q 0 CU� ROOF AS REQUIRED FOR NEW ROOF Q 4= i N / I OVERFRAMI EXISTINGREMOVE NG. 0 Q > m / WINDOWS, SAVE FOR T, o Q Q) U Q) i / REINSTALLATION +L as^..r.,t^::w:t:"�:,'...,...•:�;,,n. ::..........:....... .,•v:,i..;;,, ,::X — t- 0 - t- •;i e :t .T, I II I1 tJ`< ..b'a"...r� Iv' •.tet.. .,r.,>;._ -s — ( i i t•:3:' 1 O EXISTING NG MO COQUINA _s REM E U RE I ��'` Yy J J I INC GIC S FINISH ��TII1T Irn mi1T-11-ff frfl Tf-II RAL DE AND EL i:TA .'r CK St GTU DE RU RE t<. rH _ ' .f A.. •,,`fit�`G�Y .. REMOYE St E PS I IJIlli 11-11 JL I Ll 1ll11L1 l _ EXISTING DECK LEVEL ......rte!.-+'�'�!`�.?r,.!;^. .• .. r,=as�irs — eti+ <�an U ..a 4 :`-1.,�: :vt�:tom%`•i:�"• CUT DOORWAY IN , I mm� �-- L' WALL IFOR THE1J-1 •� 0 NEW ADDITION E xistine SideElevation o ,42.E Scale: 1/4'=V-0' 0 to I ca 0 -� b- 0 I it o cn I . vI ARCHITECTURAL TYPE FIBERGLASS I 0 ' COX PLYWOOD SHEATHING nOn// W/ PL D CLIPS ♦„y } INSTALL axe GLASS Vj -! / BLOCK MATCH EXISNG TI / LU (4'-O'x4'-O') FASCIA .. ....... . .. . .. TINCs .... .. .. .. INSTA XIS �!J Q) .:.. WINDOW UNITS a Q� �n r "I�I VO rr DCnn7 Q� I - V T I .— �_ ATCH NG V! M EXISTI W S NE CEPS WOO NGH O SE FINISH SHELLt� :. .: .,.,..::. .. ..........:..:• '. .. .,. ..:'� WOOD D NEW ECIC Q� i I FLOOR: LU z S c� CXIST J. NCxL R . .. ,...... tV affVEL — — - WOOD WOO NEW LEVEL l r W-10 NEW ADDITION 13'-3'NEW W000 DECK a STAIRSThese plans are the sole property of TOM TROUT, INC. and are not to be used or reproduced by anyone other than TOM TROUT, INC, I I� 2 New sidle E leva tio�t ! number ,42.E Scale: 1/4'=I'-O' A2 .02 i dates 03/08/04 revisi®n 03/25/04 f I I Jack Studs and King Studs(BY BUILDER) ROD WITHIN 6"OF ROD CENTERED ON 1.Lookup jack studs from FBC 2001,Tables 2308.3 A,B,&C,or 2308.5. BOTTOM SPLICE OR TOP PLATE SPLICE 2.Use one jack stud for every 3000 Ib vertical load, ADD SSP AT JOINT OR ON EACH SIDE 3.Total king plus jack studs=studs needed to be there if no opening was there. BOTTOM SPLICE WITHIN 12"OF SPLICE ROD ASSEMBLY @ SP416 STUD STRAP 32" =� SEE WALL SECTIONS OC FOR HEADERS WITH SPANS OVER 48" DOUBL TOP PLATE 6"x6"W1.4XW1.4 W.W.M. 2X4/2X6 STUDS AT 16"OC.SPF#2 2X4/2X6 STUDS AT 16"OC.SPF#2 (NAILE 1.131"x 3" 8" (1)95 CONT.,IN HDR.BLOCK PLACED @ 2"DEPTH ON OC STA GERED) '-0" IN.DISTANC BETWEEN S ICE THREADED ROD AS NOTED ON LAYOUT BOND BEAM @SLAB EDGE CHAIRS OR FIBERMESH GABLE END WALL RAFTER INTERSECTION W/STEMWALL SOLID BLOCKING BETWEEN 4"CONCRETE SLAB 2500 ROD ASSEMBLY I ROD ASSEMBLY i ;. .GABLE END WALL RAFTER OUTLOOKERS(TYP.) -PSI @ 28 DAYS SEE WALL SECTION SEE WALL SECTION I APPROXIMATE _ _ 6 MIL VAPOR 6"X6"W1.4XW1.4 W.W.M. PLAC D1AT 2"DEPTH ON 8"OF I IN 15/32"CDX ROOF SHEATHING 15132"CDX ROOF SHEATHING FINISH RADE L. - - - - (1#5 STEEL DOWEL l III BARRIER 116" ROD �-11 H UTLOOKERS W124"HOOK BENT INTO J rj jy- LAPS SEALED 4"CONCRETE SLAB 2500- PLACED AT 2"DEPTH ON 4"CONCRETE SLAB 2500- CHAIRS OR FIBERMESH SIDE OF TO LATE UTLOOKERS SLAB AND 6"HOOK AT Z T-�_ �� W/POLY TAPE PSI AT 28 DAYS CHAIRS OR FIBERMESH PSI AT 28 DAYS 6 MIL VAPOR BARRIER CORNE MAX 24"O.C. MAX 24"O.C. FOOTING TIED TO =Ill- - -1 -�.4:, WITH 6"LAPS SEALED TYP' TYP. SIMPSON LTP4 -- =- 6 MIL VAPOR BARRIER -� _ .'a: L:_._.a:. .�. FOOTING STEEL AND TO F� `. _ TERMITE _ _ �, '< WITH 6"LAPS SEALED _ _ •_ WITH POLY TAPE THREADED ROD WITHIN BOND BEAM STEEL @ - j - - •a _ ° EA.CORNER AT 96"OC CD o. a TREATED FILL,EA. g d° I=11`� WITH POLY TAPE _ °• a, 6"OF KING STUDS(TYP,) CLIP @ 48"OC LIFT COMPACTED - .4ZTO MIN 95%MOD. -� TI °'O - TERMITE TREATED STUDS @ _ �_ FILL,EACH LIFTJ! III SILL PLATE BREAK 16"OC DOUB TOP PLATE 8x8x16,RUNNING 1'-8" PROCTOR 1'-4"_�I TERMITE TREATED FILL, _ _� _ ��m � COMPACTED TO BOND,CMU STEM WALL, (2)#5 CONTINUOUS -_- - EACH LIFT COMPACTED 1'41 MIN.95%MOD: . ROD OR BOLT WITHIN 12" ROD WITHIN MIN 2,MAX 5 COURSES - TO MIN.95%MOD. 8"OF EACH (2)#5 CONTINUOUS (2)#5 CONTINUOUS r PROCTOR L L PROCTOR 8"MAX. ON EACH SIDE OF BREAK SIDE OF 1 ) CORNERS STUDS @ 112"ANCHOR BOLT OR EPDXIED ANCHOR a 16"OC IF HEADER SPAN IS OVER 60" BLOCKING W/ 4-.131"x 3"@ Zx_STUDS 24"OC NAILED TO OTHER STUDS THREADED ROD AS NOTED ON LAYOUT i W/.131"x 3"@ 6"OC(TYP.) ;� !, F1 STEM WALL FOUNDATION F4 - INTERIOR BEARING FOOTING F5 - INTERIOR BEARING STEP FOOTING W13-TYPICAL HEADER ATTACHMENT DETAIL W14-TYPICAL WALL CORNER & JOINT DETAIL W24 - GABLE END WALL BALLOON FRAMING DETAIL `/fir SCALE:112"=1'-0" REV-23-AUG-04 = _ 112"=V-0" _ SCALE:N.T.S.REV 23-AUG-04 SCALE:N.T.S.REV 23-AUG-04 _ VV25 - GABLE END FRAMING FOR PLATFORM FRAMING - 1/2"=V-0" R - 1/2"NUT(TYP.) ) N2-GENERAL NOTES: TOP PLATE 3'x 3"x 1/4"WASHER(TYP.) or 2-2x RAISED HEADER 3/4"T&G FLOOR FOUNDATION:FOR POINT LOADS GRATER THAN 5000 Ib OR REPETITIVE TRUSS LOADS GRATER THAN 1/2"A307 ROD THREADED 1/2"A307 ROD THREADED DECKING NAILED 2000 Ib PER TRUSS PROVIDE A THICKENED SLAB OR PAD FOOTING V-0"D X 1 sq ft.FOR EVERY 1000 Ib OF W/6d RING SHANK BEARING REINFORCE WITH#5 @ 8"O.C.EACH WAY AT ENDS OR 1/2"ALL AT ENDS OR 112"ALL OR 8d COMMONS 4"CONCRETE SLAB i2500-PSI THREADED GALV.ROD THREADED GALV.ROD @ 6"OC EDGES, + @ 28 DAYS 12"OC FIELD, CONCRETE:MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE F'c=3000 PSL DEPTH x6"W1.N CHAIRS 1.4 W.W.M.PLACED 2" @ + WHERE EXCESS WATER IS ADDED TO THE CONCRETE SO THAT ITS SERVICABILITY IS DEGRADED,THE A @ 4 CONCRETE SLAB 2500-PSI NUT&1'WASHER OR FIBERMESH 28 DAYS 6"x6"W1.4XW1.4 W.W.M.PLACED @ 2" + ATTAINMENT OF REQUIRED STRENGTH SHALL NOT RELEASE THE CONTRACTOR FROM PROVIDING SUCH, 8° -y I DEPTH ON CHAIRS OR FIBERMESH I r MODIFICATIONS AS MAY BE REQUIRED BY THE ENGINEER TO PROVIDE A SERVICEABLE MEMBER OR 'I (1)#5 CONTINUOUS 6"x6"WII AXWII A W.W.M.PLACED @ 2 EPDXY INTO SLAB OR SURFACE.ALL CONCRETE SHALL BE VIBRATED.NO REPAIR OR RUBBING OF CONCRETE SURFACES DEPTH ON CHAIRS OR FIBERMESH 4"CONCRETE SLAB 2500-PSI 1/2"THREADED COUPLING FOOTING USEIND * SHALL BE MADE PRIOR TO INSPECTION BY AND APPROVAL OF THE ENGINEER,OWNER OR HIS ° ==�`-• =a� 4 - S W XY EADED ROD AS NOTED ON LAYOUT s - SLAB TO DRAIN N I = AS EP ENTATIVE. @ 28 DAY &1" HER SIMPSON;"SET"EPO THR R RES 112"x 10"ANCHOR BOLT OR"ACRYLIC TIE" CS20 @ 32"OC W/ + - - _ • HOUSE SLAB SILL EPDXY SHALL COVER 1 11-10d EACH END SECTION VIEW - - - - ti .��._.�._.•,_._...._ns._. HD GALV.OR SS PLATE •° - Trf BOLT TO TOP OF PLATE WELDED WIRE REINFORCED SLAB:6"x 6"W1.4 x WII A FB=85KSI,WELDED WIRE REINFORCEMENT - t _ 'SIT CONTINUOUS - ?�nr i (7"EMBEDMENT) (1)#5 CI 6 MIL VAPOR BARRIER W/6"LAPS SEALED FABRIC W 6° TERMITE TREATED FILL, f.a 'a' I - W/POLY TAPE 1"MIN.EDGE DISTANCE (W.W.M.)CONFORMING TO ASTM A185;LOCATED IN MIDDLE OF THE SLAB;SUPPORTED WITH 6 MIL VAPOR BARRIER W/6"LAPS SEALED EA.LIFT COMPACTED TO - 7" W• + APPROVED MATERIALS OR SUPPORTS AT SPACINGS NOT TO EXCEED 3'. W/POLY TAPE 2 2x RAISED HEADER MIN 95%MOD:PROCTOR 1,-0„ TERMITE TREATED FILL,FA.LIFT r COMPACTED TO MIN 95%MOD. FIBER CONCRETE SLAB:CONCRETE SLABS ON GROUND CONTAINING SYNTHETIC FIBER TERMITE TREATED FILL,EA.LIFT 6 MIL VAPOR BARRIER W/6" + -. 112"NUT&3"x 3".x 118"WAHSER COMPACTED TO MIN 95%MOD. PROCTOR LAPS SEALED WI POLY TAPE REINFORCEMENT,FIBER LENGTHS SHALL BE 112 INCH TO'2 INCHES IN LENGTH. DOSAGE AMOUNTS PROCTOR (1)#5 CONTINUOUS r SHALL BE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S M RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C 1116. THE MANUFACTURER OR FLOOR BEA r � THREADED ROD AS NOTED ON LAYOUT CMU STEMWALL r SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WITH ASTM C 1116 WHEN REQUESTED BY 112'SPACER THE BUILDING OFFICIAL. PLAN VIEW i' CONTROL JOINTS:WHERE SPECIFIED,SAWN CONTROL JOINTS IN SLAB-ON-GRADE SHALL BE CUT IN ACCORDANCE WITH ACI 302.JOINTS SHALL BE CUT WITHIN 12 HOURS OF SLAB PLACEMENT.THE LENGTH /WIDTH RATIOS OF SLAB AREAS SHALL NOT EXCEED 1.5 AND TYPICAL SPACING OF CUTS TO BE 12FT.DO F13 - NON - BEARING THICKENED SLAB EDGE NOT CUT WWM OR REINFORCING STEEL.(RECOMMENDED LOCATION OF CONTROL JOINTS IS SUBJECT • EP FOOTING F2 -PORCH SLAB W2 - THREADED ROD EMBEDMENT METHODS W3 - FLOOR STRAPPING AT WALL OVER BEAM TO OWNER AND CONTRACTOR'S APPROVAL.THE CONTROL JOINTS ARE NOT INTENDED TO PREVENT F12 - NON - BEARING ST SCALE:1/2"-1'-0" REV-10-FEB-03 REV-22-AUG-03 W4 TYPICAL RAISED HEADER ATTACHMENT SCALE.1/2"=V-0" SCALE:1/2"=1'-0" REV-22-AUG-04 SCALE:1"=1'0' REV-22-AUG-04 2_ CRACKS BUT RATHER TO ENCOURAGE THE SLAB TO CRACK ON A GIVEN LINE.) - REV-2?-AUG-04pi REBAR: ASTM A 615,GRADE 40,DEFORMED BARS,FY=40 KSI.ALL LAPS SPLICES 40*DB(25"FOR#5 RLIFT CONNECTOR BARs 2x_RAFTER(SEE FRAMING PLAN) I 8d @ 6 O.C. N5-TRUSS U TOR TABLE );UNO.ALL REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 315-95 ' REV-25-AUG-03 WITH ACI 315-96 UNLESS NOTED OTHERWISE.ALL TENSION DEVELOPMENT LENGTHS SHALL BE 23 15132"CDX ROOF SHEATING UNBLOCKED NAILED R00 i R00 All connectors are Simpson Strongtie,uno.Select top and bottom connections from this table or INCHES. SHEATHING SHEATHING TO ROOF FRAMING W/.099x2 318"NAILS AT 4" SST catalog to meet truss uplift.Use fasteners as specified. O.C.EDGES&GABLES,8"O.C.FIELD X Uplift Uplift Truss SPF SYP Connector To Plate To Truss 1 Rafter STRUCTURAL CONNECTORS:MANUFACTURERS AND PRODUCT NUMBER FOR CONNECTORS,ANCHORS, ROOF FRAMING II ROOF TRUSS 320 455 H3 4-8d 4-8tl AND REINFORCEMENT ARE LISTED FOR EXAMPLE NOT ENDORSEMENT.AN EQUIVALENT DEVICE OF THE 7/16"SHE OSB WALL 245 350 H2. 3-8d 3-8d SAME OR OTHER MANUFACTURER CAN BE SUBSTITUTED FOR ANY DEVICES LISTED IN THE EXAMPLE SHEATHING 535 600 H2.5A TABLES AS LONG AS IT MEETS THE REQUIRED LOAD CAPACITIES.MANUFACTURER'S INSTALLATION 5-Sri 5-8d 2X4/2X6 STUDS FULLY BLOCKED 620 720 H10 I 6-10dx1y" 6-10dx 1)/2" INSTRUCTIONS MUST BE FOLLOWED TO ACHIEVE RATED LOADS. AT 16"OC.SPF#2 99x2 3/8" 2x4 BLOCKING 850 990 LTS12 1245 1450 HTS20 8 8dx1Y" 8-Brix 1Y" NAILS AT 4"O.C. �° 12"OC j 1 10-10d or 12-10dx1 " 10-10d or 12-10dx 1)2" NOTE:SEAL ALL EDGES,8"O.C. 312d EACH END YANCHOR BOLTS:A-307 ANCHOR BOLTS WITH MINIMUM EMBEDMENT AS SPECIFIED IN DRAWINGS BUT NO TO TRUSS&4-16d 1265 1470 H16,H16-2 10-10dxl)/" 2-10dx 1 y" LESS THAN 7"IN CONCRETE OR REINFORCED BOND BEAM OR 15"IN GROUTED CMU. PENETRATIONS IN TOP O 2X416 SPF#2 FIELD TO TOP PLATE 1785 2050 LGT2 1410d Sinker 16-16d Sinker PLATE AND FIRE STOP D UBLE TOP PLATE /e Thd:Rod 2210d WASHERS: WASHERS USED WITH 1/2"BOLTS TO BE 2"x 2"x 9164";WITH 518"BOLTS TO BE 3"x 3"x 9/64'; BLOCKING WITH CODE 2'-0"MAX ' ' 3655 4200 MGT s " APPROVED SEALANT 1/2' ROD ASSEMBLY Connector To One Member To Other Member 2X_ PF#2 PRECUT STUDS SPF SYP strap AS NOTED ON PLANS OSB WALL WITH 314"BOLTS TO BE 3"x 3"x 9/64";WITH 718"BOLTS TO BE 3"x 3"x 5116";N0. SEE STUD TABLE SHEATHING A307 ROD OR EQUAL 760 885 SP4 6-10tlx1 y" NIA 6"X6"W1.4XW1.4 W.W.M. 865 1005 CS20 1 9-8d or 7-10d 9-8tl or 7-10d NAILS:ALL NAILS ARE COMMON NAILS UNLESS OTHERWISE SPECIFIED OR ACCEPTED BY FBC TEST 7116"OSB WALL SHEATHING FULLY 4"CONCRETE SLAB 2500- PLACED AT 2"DEPTH ON 1085 1265 LSTA18-24 7-10d 7-10d REPORTS AS HAVING EQUAL STRUCTURAL VALUES. BLOCKED W/.099x2 318"NAILS AT 4" PSI AT 28 DAYS CHAIRS OR FIBERMESH 1170 1360 SPH4 ! 12-10dx1Y" N/A O.C:'EDGES,8"O.C,FIELD =_ -e - 6 MIL VAPOR BARRIER 1420 1650 CS16 14-8d or 11-10d 14-8d or 11-10d STRAP BETWEEN FLOORS SPF SYP Column Anchor To Foundation To Column 1 Truss WITH CS20 SEE TABLE , _ WITH 6"LAPS SEALED d° -00 - WITH POLY TAPE 1160 1350 LTT19 "x 16"AB 8-16d Sinkers - r FLOOR SYSTEM TO BE (2 �'� -L 1985 2310 LTTI31 %"x 16"AB 18-10dx 1 y" n -_ n 2X416 SPF#2 DOUBLE - - - - - CITY LA - DESIGNED BY OTHERS TOP PLATE _ _- - - TY OF AT �1l I� rs�_A"H •� - - � _ 2385 2775 HD2A -,' �"x16"AB 2�"Bolts S!.JIL171NG c 7_Or�IiNG 2 #5 CONTINUOUS - 1, - TERMITE TREATED FILL, I L 3590 4175 HTT16 %"x 16',AB 18-16d 444 0 O _ EACH LIFT COMPACTED 1975 2300 ABU66 "x 161 AB 1216d ' TO MIN.95/0 MOD. 1975 -9 2004 ff PROCTOR Studs Supporting Trusses:The builder is responsible for gravity loads,but you should put an extra 2x4 stud under truss bearing location I 112"ROD ASSEMBLY ' for each 3000lb of reaction.Check the minimum bearing requirements of the truss and to late SPF,Fc=425 sr2230lb1 1 a 9 q� P P ( P�- P Y). Manufacturer and product number are listed for example not endorsement.An equivalent device of the same or other manufacturer/; AS NOTED ON PLANS can be substituted for an devices listed in the example tables as Ion as it meets there required load capacities.Manufacturers installation instructions must be followed to achieve rated loads.All connections exposed directly to the weather shall be hot dipped _ A307 ROD OR EQUAL Y P 9 q p w- -� WITH COUPLER AS W25 - INTERIOR SHEAR WALL DETAIL galvanized after fabrication.Loads are increased for wind duration.Strap uplift may be reduced proportionally to number of nails. �- See spec sheet for alternate nail sizes(iOd=.84'16d,10dx1'/?=.80'10d,10d=12d=16d sinker).SPF=.86'SYP REQUIRED _ - i, i REV-27-Jul-04 I I Jul 04 N3-WINDLOAD ENGINEER'S SCOPE i OF WORK:The wind load engineer' r Is engineer of record f 9 or compliance of the 9 P N8-WIND LOAD DESIGN'DATA structure to wind load requirements of FBC 2001,Section 1606.If trusses are used,the wind load engineer is not WINDLOAD ENGINEERING 15/32"CDX ROOF SHEATING UNBLOCKED NAILED TOengineer of record for the trusses and'did not design the trusses or delegate to the truss designer. 2X4 OUTRIGGER @ 48'OC. ROOF FRAMING W/.099x2 318"NAILS AT 4"O.C. (Wind loads are per FBC 2001,Section 1606.2 for enclosed simple diaphragm buildings with mean roof height 15132"CDX ROOF SHEATING UNBLOCKED NAILED less than 60'or the least horizontal dimension;not sited on the upper half of an unobstructed 60'high hill with BUILDER'S RESPONSIBILITY:The builder and owner are.. for the following,which are specifically not part �+ 11 BLOCKING REQUIRED BETWEEN OUTRIGGERS FEDGES&GABLES,8"O.C.FIELD EVERYTHING YOU NEED FOR YOUR BUILDING PERMIT TO ROOF FRAMING W1.099x2 318"NAILS AT 4"O.C. i >10%slope.) ' Confirm wind at the foundation designoad engineer's scope &'sit conditions meet rout load requirements assume 1000 PSF bearing MTS12 EDGES&GABLES,8"O.C.FIELD 2X4 BLOCKING @ SHEATHING JOINT 4'FROM GABLE END 2X4 BARGE Basic Wind Speed 120 MPH 9 q ( RAFTER CONT. capacity unless visual observation or soils test proves otherwise Mark DISOSWay P.E. Wind Exposure g 2x4 STUD ALIGN 2x_RAFTER(SEE FF � i Provide materials and construction techniques,which comply with FBC 2001 requirements for the stated wind Wind Importance Factor 1.0 velocity and design pressures. POB 868, Lake City, FL 32056 Phone: (386)754-5419 WITH RAFTER ty 9 P. NT.TOP connection call the wind load engineer You believe the plan omits a continuous load path 3" HURRICANE 9 Category II P t Bulldin Cate o Provide a continuous load ath from roof to foundation.If SEE STRAP STUDS TO 3"x 3"x 1/4"WASHER s. �-r 2X4 SCAB CO GUN NAILS CLIP H 2.5 OR Internal pressure Coefficient . N/A(Enclosed) * g r immediately. Fax: (386)754-6749 Email: windloadengineer@bellsouth.net DOUBLE TOP PLATE TO BOTTOM EQUAL 48"OC. Building not in the high velocity hurricane zone Verify the truss engineering includes'truss design,placement plans,temporary and permanent bracing details, FOUNDATIOJ &1/2"NUT(TYP.) Q CHORD 8'FROM Location:FLORIDA DETAILS W/MTS12 (, GABLE @ OTE:ALL MEMB S SHALL B YP LTOPCHORD Building not in the wind-borne debris region truss-to-truss uplift connections,walls columns,and footings based onltruss engineering bearing locations and reactions; NT 4 5CA ROM TOP OF GABLE END Mean Roof Height <30 ft including interior bearing walls. (2)2x4/6 SPF#2 T OTTOM CH D @ TRUSS DROP 3 Roof Angle 10-45 degrees *Size headers for gravity loads;headers sized by the builder for gravity loads will also satisfy wind loads. DOUBLE TOP PLATE Components And Cladding Wind Pressures FBC Table1606.2 B&C) /\D D I TO N S FOR: X-BRACING(PR IDE P 9 ( /-` 4-10d NAILS OR 4- DOCUMENT CONTROL and PRIORITY:Structural requirements on S-1 control unless the building code or INTERIOR BLARING NOTE:SEAL ALL ADDITIONAL 2X ' @ Zone Effective Wind Area(ft2) .131"x 3"TYPICAL AT AL architectural sheets have more stringent requirements.Non-structural requirements on architectural sheets control. WALL(TYP.) PENETRATIONS IN TOP VERTICAL IF HI ER THAN 10 100 B NANITY 2X_SPI rUDS CONNECTIONS Specific requirements take precedence over general requirements.Revision control is by the latest signature date and 1 v APPROVED PLATE AND FIRE STOP SEE STL' ' 4 ' TO FORMA "L" TOE NAIL TRUSS TO 4 25.9 -28.1 22.0 -24.2 is the responsibility of the builder. OF ATLAi ITL C BEACH BLOCKING WITH CODE DOUBLE PLATE w/ 2 5 25.9 34.7 22.0 26.9OFFICE APPROVED SEALANT " c t 716 0 N LL / fHl G FU Y 2-.13 " 1 x3"NAILS 8"OC. 2X4 SCAB IF VERT.WEB ISNOT PRESENT COPYRIGHTS PYRIGHTS AND PROPERTY RIGHTS:Mark Disoswa P.E.hereby expressly s Total Shear Wall Segments Y. y reserves BLOCKE i"NAILS AT 4" OR IF RAFTER FRAMING 2 2 its common law copyrights and roe right in these instruments of service.This document is P SEP �, 20�� O.C.ED ELD BOTTOM CHORD OF 2 1 2 s property 9 Builder: TOM TROUT, INC. WALL STUD TABLE 4 not to be reproduced,altered or copied in any form or manner without first the express written permission and consent GABLE END TRUSS 1-2 x 4 @ 16"OC T011'-0"WALL HEIGHT m CONT.2X4X8'#2 SYP a 4 Transverse Longitudinal of Mark Disosway. LATERAL BRACE @ 48" (2)-2X4 TOP PLATE Required 26.88' 15.4' 1-2 x4 @ 12"OC TO 12'-0"WALL'HEIGHT OC s s DIMENSIONS: < Actual 89.0' 56.3' p n 1 2 x 6 @ 16"OC T01T 8" WALL HEIGHT 1/2"ROD s Stated dimensions supercede scaled dimensions.Refer all questions to Mark Disosway,P.E.for resolution. t AS NOT ' >� SIMPSON LSTA ,� 1 2 x 6 @ 12"OC T019'6'WALL HEIGHT 2X4 X-BRACE 6 -0 OC. proceed without clarification. ` s' r �\ A307 ROD OR EQUAL 2X4 BLOCKING 48"OC. 24 @ 48"OC. � ) @ '�9Pproveo:F• #5 9�15;,�} Revisions: BETWEEN GABLE AND s WINDLOAD ENGINEER:Mark Disoswa PE No.53915 �n'p . r• �', `wr �` 2X416 PT PINE SOLE PLATE Z Y. 1 G� FIRST TRUSS. SEE WALL DETAILS s 1 "�► „� A` " �.. �. j 42. a s CERTIFICATION:The attached plans and"Windload Engineering",sheet S-11,comply with FBC 2001,S�eia�i 6; \ Q� �, Sheet S-1 of 3 Sheet SEE 4 wind loads,to the best of my knowledge. r : 0 ' a,. , r FOUNDATION FINISH GRADE W 1 O ' TYPICAL GABLE END X-B RACING s s LIMITATION:This design is valid for one building,at specified location. • �'' 9 9. P on. a . �� ? Windload Engineering This drawing is not valid for construction unless raised seal is affixed. g g W1 TYPICAL EXT. WALL SECTIONS DETAILS SCALE:1/2"=11' g SCALE:112"=1'-0"REV-23-AUG-04 REV-27-Jun-03 Job # 408114 REV-06-OCT 63 :? ,••••25 i i � i I REVISIONS I SORP< FN ARCIFIITECTURAL DESIGN SOFTWARE EXISTING ROOF FRAMING H2.5A 2x6 SYP#2 RAFTER PLATE W/8-.131"x3"GUN NAILS ROOF SHEATHING OR(1) 1/4"LAG SCREW W/2"PENETRATION TO 2x6 SYP#2 RAFTERS @ 24"OC 8-.131"x3"GUN NAILS EACH EXISTING RAFTER H2.5A H2.5A H2.5A ' ' ROOF SHEATHING 2x6 SYP#2 RAFTERS @ 24"OC KNEE WALL / KNEE WALL KNEE WALL 2x4 @ 24"OC 2x4 @ 24 OC 2x424 OC W/CS20 14-10d W/S20 14-10d W/CS20 14-10d 48 OC TYP. 48 OC TYP. @ ( ) @ ( ) @ 48"OC(TYP.) H2.5A EXISTING CEILING EXISTING CEILING ! ' I H2.5A I I \`LUS26 LUS26 MIN. I 5 1/8" x 17 7/8"GLULAM BEAM TO SUPPORT EXISTING ROOF&CEILING 2x6 SYP#2 CEILING JOISTS @ 24"OC EXISTING ROOF 5 1/8 x 12 3/8 GLULAM BEAM / TO SUPPORT ROOF CEILING I I I LI I I I I 1 _ _ rW/ 2-2x4 STUD PACK; 5/8 THD ROD 7"EMBEDMENT W/3"WASHER ON TOP OF BEAM 4-2x4 STUD PACK 5/8"THD ROD 1/2"THD ROD @ 5'OC(TYP.) W/12"EMBEDMENT W/3"WASHER ON o TOP OF BEAM I 1 I I 1 I 1 N 4"CONCRETE FLOOR SLAB REINFORCED WITH W I I I i 6X6-1.4/1.4 WELDED WIRE MESH PLACED ON CHAIRS ~ z AT 11/2" DEPTH OR FIBER MESH CONCRETE,6-MIL LU POLY VAPOR BARRIER WITH 6"LAPS SEALED WITH v I I I I POLY TAPE OVER TERMITE-TREATED AND COMPACTED FILL CO t1 N c i EXISTING FOUNDATION WINDLOAD ENGINEER:Mark Disosway, / �1 8"CONCRETE BLOCK STEMWALL, a �° PE No.53915,POB 868,Lake City,FL GROUT REINFORCED CELLS HEIGHT VARIES ,o 32056,386-754-5419 U (MINIMUM 3 COURSES MAX 5 COURSES DIMENSIONS: Stated dimensions supercede scaled �� 4 �° dimensions.Refer all questions to 20 X 10 POURED CONCRETE STRIP FOOTING p Mark Disosway,P.E.for resolution. (MINIMUM 2500-PSI AT 28 DAYS) Do not proceed without clarification. REINFORCED WITH 27#5 REBARS,CONTINUOUS d ° COPYRIGHTS AND PROPERTY RIGHTS: Mark Disosway,P.E.hereby expressly reserves its common law copyrights and property right in SEE FOUNDATION these instruments of service.This document is DETAILS ON SHEET S1 not to be reproduced,altered or copied in any SECTION — A form or manner without first the express written permission and consent of Mark Disosway. SCALE: 1/2"=V-0" CERTIFICATION:I hereby certify that I have 10 LZ examined this plan,and that the applicable portions of the plan,relating to wind engineering IL-- comply with section 1606,florida building code 2001,to the best of my knowledge. x6 SY #2 RA ERS @ 4"OC Q U O LIMITATION:This design is validforone W/ 6 CEIL G JOIES Q� N ±`(// O �.� building at specified location; � ��.• r11 — O -' MAF�K D�Sp svyAY� 92! � .5J15" 2 RIDG BOAR o� •' v N U Ny X W tF !S/N �V. `I• he ..•. f� *k X d N :'t� ,moi•`.. `�, �� 2 x g •• (J x6 #2 RA ERS 4 OC +� N F N /,p MASTER BEDROOM /'�. / 6 CEIL G JOIE S s� �,,� sEAL . `�'�• MASTER BATHROOM Keenan I ' 0 Renovation & Addition LIVING ROOM STUDY OLDS ROOF CEILING LAYOUT ADDRESS: FLORIDA SCALE: 1/4"=1'-0" �I A FAMILY ROOM - Mark Disosway P.E. P.O. Box 868 Lake City, Florida 32026 Phone: (386) 754 - 5419 KITCHEN Fax: (386) 754 - 6749 Email: mdpe@bellsouth.net PRINTED DATE: August 25,2004 _- DRAWN BY: CHECKED BY: GARAGE ENTRY Evan Beamsley 10 B H i OI ci_oser I FINALS DATE: GUEST BEDROOM 25/Aug/04 JOB NUMBER: 408114 j DRAWING NUMBER FLOOR PLAN SCALE: 1/8"= V-0" c2 OF 3 SHEETS i i REVISIONS I I ARCHITECTURAL DESIGN SOFTWARE I I Q..:=-T _ W ULL j j EXISTING FOUNDATION I j a 2-2x12 SYP#2 j WINDLOAD ENGINEER:R.Mark D' _ � Disosway, � HEADER EXISTING FOUNDATION I , Y. 2-2x4 STUD PACK m b 5/8"THD ROD \ i i PE No.53915,POB 868,Lake City,FL I I I 32056,386-754-5419 DIMENSIONS: W/7 EMBEDMENT 4"CONCRETE FLOOR p I I Stated dimensions su ercede scaled W/3"WASHER ON I , TOP OF BEAM EXISTING SLAB SLAB OVER EXISTING i dimensions.Refer all questions to REINFORCED WITH I , Mark Disosway,P.E.for resolution. 4-2x4 STUD PACK Do not proceed without clarification. 6X6-1.4/1.4 WELDED 5/8"THD ROD WIRE MESH PLACED i Mark Disosway,P.E.hereby express) reserves W/12" EMBEDMENT � i � COPYRIGHTS AND PROPERTY RIGHTS: W/3"WASHER ON ON CHAIRS AT 1 1/2" I I y DEPTH OR FIBER ' ' its common law copyrights and property right in TOP OF BEAM I I these instruments of service.This document is MESH CONCRETE not to be reproduced,altered or copied in any form or manner without first the express written ji I I permission and consent of Mark Disosway. CERTIFICATION:I hereby certify that I have Z I I examined this plan,and that the applicable portions of the plan,relating to wind engineering g W g C7 I I comply with section 1606,florida building code j v ? 8";CONCRETE BLOCK STEMWALL, 2001,to the best of my knowledge. LU xs - ca ca O EXISTING WALL IM v , , GROUT REINFORCED CELLS HEIGHT VARIES LIMITATION:This design is valid for one g o TO BE REPLACED 2 i i (M,IINIMUM 3 COURSES MAX 5 COURSES) 9 ' I I 't building at specified location C7 z WITH BEAM(TYP.) C7 O I I O -20 X 10 POURED CONCRETE STRIP FOOTING (MINIMUM 2500-PSI AT 28 DAYS) 1 MAIj,4►DIS0,gWAY DO u~i I— i i REINFORCED WITH 2-#5 REBARS, CONTINUOUS00 nf cn I I cn % W ' S t 4"CONCRETE FLOOR SLAB REINFORCED WITH E�CQ 6X6-1.4/1.4 WELDED WIRE MESH PLACED ON CHAIRS ° �G'�••�•. '• r.:a': AT 1 1/2"DEPTH OR FIBER MESH CONCRETE,6-MIL i, POLY VAPOR BARRIER WITH 6"LAPS SEALED WITH ' I POLY TAPE OVER TERMITE-TREATED AND COMPACTED FILL ' I I I I ---------- ---------------- Beenan GLULAM HEADER ----- ------------------------, Renovation & Addition 2-2x4 STUD PACK 5/8"THD ROD W/7"EMBEDMENT W/3"WASHER ON 6o TOP OF BEAM ADDRESS: FLORIDA no I8"CONCRETE BLOCK STEMWALL, ' ' 0 GROUT REINFORCED CELLS HEIGHT VARIES I Mark-Disosway (MINIMUM 3 COURSES MAX 5 COURSES) BOX 868 E NOTE: R SHALL BEARING ' I Lake P.O.P. Florida 32026 HEADER SHALL BE I 20"X 10"POURED CONCRETE STRIP FOOTING i Y, 2-2x10 SYP#2(U.N.O.) I (MINIMUM 2500-PSI AT 28 DAYS) Phone: (386) 754 - 5419 REINFORCED WITH 2-#5 REBARS,CONTINUOUS Fax: (386) 754 - 6749 - - - --- ---- ------------------------------------------------- Email: mdpe@bellsouth.net PRINTED DATE: ------------------ ----------------------------------------------------------------, August 25, 2004 DRAWN BY: CHECKED BY: Evan Beamsley j, j FINALS DATE: STRUCTURAL LAYOUT FOUNDATION LAYOUT j 25/Aug/04 SCALE: 1/4 1'-0" SCALE: 1/4"= V-0" JOB NUMBER: 408114 j DRAWING NUMBER - I aXTPAN S3 OF 3 SHEETS i j I j I, j, bt( C 'fr" N �ti �.,�ij 'f Y ../�k..•4 �7 7-1F ,. LJ 4 r ! } ;. V;'S"e� w 11! a { 1 �Rf!" ., •T°lay to ;r � i I >• , v �1 51 p 5- "(` '4tr' t tF t 1 ¢ ;�Y w :k.�Ali•ul' N'>,. T'� F •R •� - i a .. J.`.}: �.. -��J } G ar }y( L'#...Y Y'�� Y I E4 T k.. �' htp'at..,• ! 8f'xatw,.f r I fY' •.E ' f 1; tf i "P'ft�..n�J r - q•5.•. 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CROWN MOULD w 41 J W SMOOTH FINISH STUCCO ON a METAL LATH ON SHEATHING a OR WOOD SIDING OVER "TYVEK" w VAPOR BARRIER OVER � 2'x4' SPF STUDS ® 16" O.C. � I N W R-11 BATT INSULATION 2"x4" P.T. BOTTOM PLATE W/ 1/2"x8" ANCHCR BOLTS ® 4'0" O.C. _ASE MOULD 8" C.M.U. HEADER BLOCK '• ——= ---—— I 4" CONCRETE SLAB W/ GRADE I P'.. F;'cERMESH REINF. Ln 8" C.M.U. FOUNDATION WALL L 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL N 8"x16" CONCRETE FOOTING •`', ' '�•. °O W/ 2 #4's CONTINUOUS (#5's IN ST. JOHNS COUNTY) ,PIP T2 O V)✓D ECEI �/ CITY ,,OF .AT.LANTIC BEAC MILDINGOF'�I� �TORY WALL SECTION SEP 18 1997 SEP 8 1997 I City of Atlantic Beach � �- ,� �E'r 00lt Building zoning j –? t � LIZ— / - – r—�J 011 zef ;\c ly Cj 1 `r � � I s 1 .�• � -- ter+ �,�/ � Ro pdS mECEN'l-ED I>z\\ SEP 8 1997 I clt V. = - ITY� ; 'pF'.ATG.ANTIC CN City of Atlantic Beach IMILDING OFFIC Building and Zoning j � � 3 4- 7 6 � FOOT T2 =� � s7 ��.\Il f4