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5th Street 320 2x4 BRACING, EXTEND T❑ /3RD TRUSS / ENGINEERED TRUSSES --,SIMPS❑N A34 EACH END PER BL13CK A34 PER RAFTER r 2x8 RAFTER (TYP) 2x4 BLOCk 2x4 COLLAR TIE: 2x10 RIDGE �' 17 16' ❑.0 :a 1 U) @ 32' D.C. R-•19 TYP, GABLE TRUSS J a INSULATI(❑N z 1/2' SHEET ROCK STUDS @ 16' D.C. 2. 2x6 TOP PLFATE Lu C) R13 INSUJLATION\ HARDI-•LAP SIDING 112" CDX PLYWOOD a "__�2x4 BRACES @ z 112' (GWB- \ 2x6 @ 16' O.C, 244 D.C. U) Lu \ 112' THREADED ROD Q r-1 c' —FLASHING U i A34 PER RAFTER ASPHALT SHINGLES ` ENGINEERED FLOOR TRUSS w 2x6 KNEE WALL 15# FELT r� J J 3/4' T&G PLYWOOD FLOOR HING 2x8 NAILE (SEE PLAN FOR SHEATHING-1 2x6 BOTTOM PLAITE� FASTEN/ CW/lOd NAILS DX PLYWOLa 4' EDGE F IN THIS AREA) 8' FIELD, TYP. ll' H2,5A (TYP — ENG. B❑NUS TRUSSES rl @ 24' D.C. n U) I _4�• U) d 3/4' PLYWOOD FL❑❑R U, t r,, NUT & WASHE rr EPC46 POST TO BM1 2-H2.5A (TYP u 2-2x6 TOP PLATE' \-1/2' PLYWOOD EXTERIOR T f i f' U HARDI-LAP SIDING Lu 1/2' CDX PLYWOOD lOd @ 3' EDGE, 8' ul FIELD HARDI-LAP SIDIN l O- rr. x6 @ 16' O.C. 1/2' CDX PLYWOOD s 10d @ 3' EDGE, 8' FIELD w 1/2' THREADED ROD 6x6 POST 1/2" THREADED ROD ul @ 6 O-C, MAX, 6 EITHER 2x6 @ 16 O.C, �^ SIDE OF OPENINGS AND EITHER @ 6' ❑C. MAX, 6SIDE O_ OPENINGS AND CORNERS (TYP) '' �� x CORNERS <TYP) L w 2x6 PT BOTTOM PLATE—, r \ Lu x10 LEDGER 4" 3000 PSI CONCRETE SLAB 1J2" EPDXY DOLT LUS26 PER EXTEND PA51 70CD r W/ 6x6x10ga WWM @ 32' ❑C DECK ❑IST ALLOW 9-16d NAILS F IN POST 1 - 3-2x12 LL� O PT 2x8 MUD SILL _�-� 2x6 FT BOTTOM PLATE 6 MILL VAPOR BARRIER, JOINTS_,.'' I III=-IJI 111=�I=1 PA51 �.. p -III-STI ITL_'ITI-1T 2x8 JOISTS 4" 3000 PSI CONCRETE SLAB a LAYERED 6' MIN, AND SEALED ,�h-�=III=1 1=1 VA IES @ 24' O.C. W/ 6x6x10 a WWM LLJ a 'SII--T=1T�(T' I g � CL TERMITE TREATED i��Ll7�ilr-��lll _ I i 4. , 4 4 a q III—''111.-111__"1 .4 ° mm .� d 4 .q ♦ ° 4. .4 4 . ° C CLEAN COMPACT FILL` TI IIf IIh=II� =_M=MTI=_-I-M d 95% MODIFIED PROCTOR -1i--TI= - - - f - 4 4 w I-T-11 iIT-III-1�' ,.=iTi— • -I I W - L-I 4 777 p 7 4 4 �I�III ti 4 A. 4.• T- Ia -�= ♦ =11=1 I 6 MILL VAPOR BARRIER, �' X11=Ill l —I 1=1 I I - 1 m—m— 4 JOINTS 2-45 CONT.---- - 4 °4 mem_ a 4 ° - - z TT1T -II ' • IT=mil ♦ - -= - - � rr-- LAYERED 6 MIN. AND SEALED d J— 4 Q `III I f,�I I1-�=iTl 1I 111� • — rr—TT1I TTI .4 w 4 4 1 -gTERMITE TREATED (i i-----24' LEAN COMPACT FILL _, 4i 95% MODIFIED PROCTOR w a 05 REBAR @ 12' uTYPICAL SECTION --4' -� ❑.C. EACH WAY TYPICAL SECTION c S = TYP 2 PLACES 3/8' 1'-D' d a ry W 2x4 BRACING, EXTEND TO 3RD TRUSS ENGINEERED TRUSSES TRUSS CONNECTOR SCHEDULE T❑ BE d TRUSS CONNECTOR SCHEDULE TO BE / r-) USED W/ UNIVERSAL FOREST PRODUCTS SIMPSON A34 USED W/ UNIVERSAL FOREST PRODUCTS z J❑B# 54019695 -- FOR ALL OTHER EACH END PER Q DLQCK JC1B# 54019694 - FOR ALL OTHER CONNECTIONS SEE TYP, SECTIONS 2x6 CRIPPLES @ 16" ❑C CONNECTIONS SEE TYP. SECTIONS LOCATION NUMBERS ARE AS INDICATED ON CAS NEEDED LOCATION NUMBERS ARE AS INDICATED ON rr TRUSS DRAWINGS TRUSS DRAWINGS U 2x4 BLOCK H2.SA (TYP) 2-1.75'x11,25" LVL L� TRUSS # CONNECTOR LOCATION e 16' °'C' SPH6 @ 16' ❑.C, TRUSS # CONNECTOR LOCATION Al (2) H2,5A _. _ B, H . T01 LGT2 B, I � � � � —. _ T SP$ TDP AND BOTTOM (TYP) 2-SPH -2x6 TOP PLATE z L�jA2 (2) MTS12 2 HH4 T02 (2) H2,5A B, I CY] A3 — -(2) H2,5A B, H N z (�) H2.5A B X TYP, GABLE 7RUHUC21a- ENG• FL❑OR STYSTEM B2 TOPHANDEBOTTOM m w _ HGA10 V,U,T,S,Q 2-2x12 FULL. LENGTH 2x6 `J C1 (2) H2,5A 15KING POST (,J� cn El (2) H2 5A B F 2-zx4 TOP PLATE MSTA24, TYP. EACH STUD/ F2 HGT2 W/ HTT22's �, F 2x4 @ 16' ❑.C. 3--2x6 SUPPORT @ 16' GARAGE DOOR, CD & 8' GARAGE DOOR, — 6x6 POST -2x6 EA. END OF HEADER, PROVIDE SPH6 AT BOTTOM a CD 2-2x1 HUC212- 4 OF EACH 2x6, L1) HUC212- HARDI-1 AP S1D[N�r 1/2' THREADED ROD 4* d W _ II• _._ @ 6' O.C. MAX, 6' EITHER 1/2' CDX PLYWQOD- SIDE or OPENINGS AND -- CORNERS (TYP) W/23-16d 2x6 @ 16' O,C, \HPAHD2RW —_ ABU66- `\I ••• GARAGE DOOR HEADER DETAIL 0 -- - — ICALSECTION C)MYS' 1_D• 3/8 - 1 V r, co < fir" ' A'r o r- - C. R. Caudel, P. E. , . aP .�4:, DRAWN BY: J CAUDEL DATE SCALE SHEET 555-F Blanding .boulevard orange Park, �'1 ri-'a'<; :` 9/8/04 AS NOTED 7 OF 7 - - - Phone (904) 272---5005 JCB#: 04-100 32 0 T-h St ,ASPHALT SHINGLES ASPHALT SHINGLES i154t FELT 15# FELT 5/8' CDX PLYWOOD SHEATHIPNG 5/8' CDX PLYWOOD SHEATHING FASTEN W/10cd NAILS @ 4' E-DGE ASTFIEN W/10d NAILS @ 4' EDGE 0 -� / FIELD, TYP. 8 EL D, TYP, ENG, ROOF TRUSSES ENG, ROOF TRUSSES `'' @ 24' 0,C, @ 24' O.C. �r UT & WASHER NUT & WASHER SIMPS❑N H2.5A, TWP. /SIMPSON H2.5A, TYP, R19 INSULATION /(UNp) R19 INSULATIO /CUN❑> CD / —t6' ALUM, EAVE DRIP 6' ALUM. EAVE DRIP 2--2x6 TOP PLATE— - -FASCIA 2-2x6 TOP PLATE -,-_--FASCIA r�, 2'x6' FASCIA BOARD 2'x6' FASCIA BOARD CD z LILJ R13 INSULA IIpN� VINYL S❑FFIT, VENTED R13 INSULATI❑N� VINYL SOFFIT, VENTED C/) HARDI-LAP SIDING 1/2' CDX PLYWOOD 1/2' GHARDI-LAP SIIDING 1/2' GW x6 @ 16' O.C. U) Li , 1/2' CDX PLYVOOD c^ 1/2" THREADED ROD 2x6 @ 16' D.C. FLASHING ASPHALT SHINGLES ASPHALT SHINGLES Lu r 1/2' THREADED IROD 150 FELT 15# FELT 0 1/2' CDX PLYWOOD SHEATHING 5/8' CDX PLYWOOD SHEATHING ,FASTEN W/10d NAILS @ 4' EDGE ASTEN W/10d NAILS @ 4" EDGE 3/4' T&G PLYWOOD FLOOR-•1 3/4' T&G PLYWOOD FLOQ8' FIELD, TYP, 8' FIELD, TYP. ~ 2x6 BOTTOM PLATE- NUT & WASHEF2 2x6 BOTTOM PLATE-\\ ENG. ROOF TRUSSES ENG, ROOF TRUSSES m i ENGINEERED FLOOR TRUSS• \` ENGINEERED FLOOR TRUSS @ 24' 0,C. @ 24' 0.C, ry 2x LATERAL BRiACE PER NUT & WASHER a + RUSS MANUFACTURER U' 4 1/2' THREADED IR❑D T SIMPS❑N H2.5A, TYP, SIMPS❑N H2.5A, TYP, SIMPSON H2.5A, TYP. OUPLER NUT /UNO) (UNO) R19 INSULATION` (UNO) z1 a NUT & WASHER i` 4--164 NAILS �4-16d NAILS ALUM. EAVE DRIP 6' ALUM. EAVE DRIP JOIST TO TOP PLATE 2-2x6 TOP PLATE 2-2x6 TOP PLATE-/ J❑IS7 TO TOP PLATE 2-2x1 ASCIA r�FASCIA c 2x10 LEDGERLPC6 (TYP 'x6' FASCIA BOARD 'x6' FASCIA BOARD 7 0 VINYL S❑FFIT, VENTED �7 `L ,-HARDI-LAP SIIDING SIDING �HARDI-LAP SIDING w .I 1/2' CDX PLYWOOD f 1/2' CDX PLYWOOD 1/2" CDX PLYWOOD 10d @ 3' EDGE:, 8' 10d @ 3' EDGE, 8' 10d @ 3" EDGE, 8' FIELD FIELD FIELD 3: q' © 2x6 @ 16" O.C. 2x6 @ 16' O.C. 2x6 @ 16' 0,C. w cn Ln 1/2' THREADED ROD Li Lr 1 @ 6' O,C. MAX 6i' EITHER 1/2' THREADED ROD 4x4 POST (TYP)(L @ 6' O.C. MAX, 6' EITHER x SIDE OF OPENINGS AND SIDE OF OPENINGS AND @ 6' ❑.C, MAX, 6" EITHER CORNERS (TYP) CORNERS (TYP) CSIDE OF ORNERS OPENINGS AND LU H 2x6 PT BOTTOM PLATE 2x6 PT BOTTOM PLATE 0 LEWOOD DECK 2x6 PT BOTTOM PLATE 2x1DGER 4. 30D0 OSI CONCRETE SLAB- 4" 3000 PST CONCRETE SLAB 4' 3000 PSI CONCRETE SLAB W/ 6x6x10ga WWM FLASHING W/ 6x6x10ga WW W/ 6x6x;10ga WW Uj N JOIS 1/2 EPDXY BOLT LUS26 PER a T j- 4p s t 4k - CI❑OCK SUS CONC. 2-2x12 _ 45 REBAR @ 32" Q.C. _...__ __ _ __-__ BILOCK STEM WALL (TYP) _ c) - --BRICK VENEER I � T- TTI-IT[ III--�1�- m- -SII-►II1 11 T 2x8 MUD SILL '� - -II_�IZ=1 I I �-ITT m m m L1J T_I-TIT-ITT`-TILT-1 6 MILL VAPOR BARRIER JOINTS M=== 6 MILL VAPOR BARRIER JOINTS m-�-=-=-� ^, 6 MILL VAPOR BARRIER, JOINTS •III--IIT-. III-III=III- I T m-T-m 2x8 FLOOR JOISTS A51 J firl TIT=TT1-=1T�=III- a' LAYERED 6' MIN, AND SEALED _ 1=CIT=III=III-I VARIES LAYERED 6' MIN. AND SEALED - - -TIT-TTT-•-•I VARIES LAYERED 6" MIN, AND SEALED _ -m=III-TT- 1 VA IES -III-T-III=III- I T=TTI= M=M I - =1fi�ITI-T_l 1=rfl—I I�i rC—I �_=T11= m_= TERMITE TREATED T 111=ITT=III _ TERMITE TREATED �LQ� TERMITE TREATED m=f�1 I�1 — m—_ 1-1 I�m—I Vn CLEAN COMPACT FILL 11=�-m=� m-TT=T -17' CLEAN COMPACT FILL =T - _ _ CLEAN COMPACT FILL -j(T=� _ _- P. 95% MODIFIED PROCTOR 111=111- 142 - =r ' 95% MODIFIED PROCTOR m- - 95% MODIFIED PROCTOR T=III= E I-� �'1, 1=TI 1=I °. III-I I=11 1-T= • m- TELl f ITT=rp 1 I - M= a Tri=Tn :m m _ :mil I� a I Ilam►;- Q 2-#5 CONT.-- II III=1�lf- 2-#5 CONT. _ ' 9 I =1 LL � a: 44 �Ir 111=i-m=n =TTT� =IIF 'I�III�I1=1 =1 _rT[ TTT m I ; ; 2-#5 CONT. -�� - =M=II III-T J n -24'-- 4' 24' U CDLYPICAL SECTI❑N —TY- I7 SECTI❑N TY;'7�—�� SECTION '- 3/6' 1'- ' 3/810 C ry n 2x4 BRACING, EXTEND TO C 3RD TRUSS a a ENGINEERED TRUSSES Q 2x6 FRAMINTOE NAIL RIDGE BEAM U ` A34 W/4-8dxi'" BEAM T❑ 2x8 NAILER EACHSIMPEND PER > 2 BLACK L 2x8 RIDGE BEAR % 4-8dxl�" RAFTERS @X 6COCRIPPLE sruD -2X4 TOP PLATE 2x4 BLOCK @ 16' O.C. �] r z !, 1/2" THREADED ROD SYSTEM 2x4 STUDS @ 16' 11. (GO-BOLT) CONT, TO TOP PLATE CU 2x4 BOTTOM PLATE HGA10 @ 32' Q.C. CNJ LOR ' SHEET ROCK W/ 5d COOLER TYP, GABLE TRUSS WALLBOARD NAILS @ 4' O.C. R-19 ENGINEERED ROOF 1/2' THREADED R❑ 1/2' THREADED ROD 4' ' e INSULATION 1/2' SHEET ROCK �...� 2x8 NAILER NAILELD TO ENG. 6•- 6' -- Z TRUSSES W/16d NAILS 2-2X4 JACK STUDS pR CONC.STUDS 2 IBLOCK EACH END QF HE ADER CTYP 4 2-#5 CONT. a HEADER (SEE PLAN FOR SIZE) TYPICAL SECTION THRU INTERIOR SHEARWALL I— U71QR L❑AD BEARING WALL WITH THREADED R❑D LU LU EXT, DOOR & WINDOW HEADER q /a' 1'-o' 00 r r r �-SIMPS❑N A34 PER TRUSS 3/81 -o J C_-) 2 TYPICAL GABLE BRACINGj�: �..�.. C? SECTION THRU GABLE 1/2' = 1'-0" 3/8# - 1'--0" `'''``tl �.1,�`''� , -•rte N I-- .• c u °r DRAWN BY J CAUDEL TE SCALE SHEET T W- 555-F Blanding Boulevard orange ark, Plori+d•ccr.1'%'..- 8 - - - Phone 904 .272--5445 JOB#: 04-100 9� /04 AS NOTED 6 OF 7 3z 0 5� w G V) L , 41--0" 16'-0" cn cn w X 0 L w ry LLj _ L a z I I � CL 7016 G 40 YEAR CEILING Iz I ARCHITECTURAL SHINGLES 40) YEAR t ARZCH(TECTURAL I I d SHINGLESLU � a --- HARDI-PLANK I I LU LAP SIDING OR LIKE COMPOSITE g LLl o 1 I J i N _ T,0. FLOOR f GARAGE T.O. PLATE 4 I f f ❑ I I U� cn z ? V) CDV) LD U m a I� QI v vi toI Q T.O. SLAB a v� a 24'_0" 6'--1 1/2" W H t rr s Li FRONT ELEVATION FOUNDATION R❑❑E PLAN w 1/4" = 1'-0' 1/4' = 1'--0' 1/4' = 1'-O' a x w Lu LU 7 c 14'-7" 4'-8 1/2" 4'-0" 11 16'-0" 4'-0" 3050 DH 3050 DH o I 2-1J5 x11.25" LVL I I UJ a I `n GARAGE WALLS o I IBELOW I w I I I till Q 11 H 1111 111 L CEILING ly Uj I BONUS ROOM I S OVER GARAAGE 16' OVERHEAD I GARAGE DOOR ( w I I I I alCD 40 YEAR `i L - - - - .._._ _.. __..-._._ - - - - - ARCHITECTURAL 85 N SHINGLES GARAGE L11 11 1111 4 VFW! -,L T.O. FLOOR a _ T.O. PLATE 4 Q I � I I Lij' HARDI-PLANK o OR LIKE COMPOSITE LAP SIDING o V) T c" E 31_6" I I C'r] w 12 �a I I U w U w F-- I I w.� ;7 � `T z L _ I H I _ - - - - J J T.O. SLAB r 3050 DH 3050 DH LL_ cn ca 24'_0" Z z ry SIDE ELEVATION 1st FLOOR PLAN 2nd FLOOR PLAN i--- < LLJ 1/4' = 1'-0' 1/4' = 1'-0' 1/4' = 1'-0' w LU LLJ.J CU a N U U J _. . colle Laudel9 Pm E. DRAWN BY. J CAUDEL DATE SCALE SHEET 555-F Blanding Boulevard Orange Park, 9/8/04 Phone 904) .27,2--5005 � JDB#: 04-100AS NOTED 5 OF l _32-0 _':�J-h XF u.; cn w ! 2, V, 2 „ U: 16' a T - x w 13'_118" w z 20"�TYP - 2---74 ' <2) F _J_ 1 CD I I I i U__ - -- _ 30` 20 n modf - 6x6 POST I 3-26 BEAM SUPPORT U., I v� 23'-84" V, I 4 � v) I I (� 3,_84„ J INTERIOR SHEAR WALL 14,2 1 - - - - - � � „ w I I 2 n I fixE6 POST 1 I 3-2x6 BEAM SUPPORT I 51'-101 „ I f l - - �- -- - - - - -- - - I 2 LU x I U Li L PE 1 I w — -19/-2# #5 REBAR @ 2 ` ' I I 6" O.C. EX - I, LU 0 oc o - I w 4 I J I Q I 11,--101/, f I I I 0„ 2 r I I I 0 Q I4 W j - _� - -- -- - - w w �) O 71 co cyD F-- v� Z w __j r 11,_7„ _ - -- 11`--71" 14,_10„ 24'ry LL U LU LU LU N O �rrrrrrrrrr � e Lc)CNJ J r'r ' .•1r4c,� cyD r _-- — C. R. Cau d e Pa �'® �� n r :;rDRAWN BY: J CAUDEL DATE SHEET �cc,z SCALE 555�F Blanding Boulevard Orange ark, F"Zorid•a•'�� _ � JOB#: D4-� 00 9/8/04 1/4" --'� 4 OF 7 Phone (904) ,27.2-5005 c 7 rr LL. U: u_ Cr r U) Ul ld (Y n. x w cy LLJ Q C� z c] L. CDa z o 24'^Q" 1 L! r V 121_11" 3050 DH 2 2-2x10 c 3050 DH 2-2x1004 m z c: n. cr A J, Ul W A BEDROOM #1 � Lna 00 (71 N � BEDROOM #2 1 I 030 2x88'-5" a o AI cn N cn ra 2668 • Li 2�_8" ` OPEN TO 6Q6$ OF 4 3 4 41 FOYER BELOW / " M w +� o " r- 606 BF x x o 2-0 �= ( i • • 2'-9" 10 MSTR ~./- «, C.) S I BATH �5 V) I I A w W.I.C. I W D 3'-6" 2668 BATH #1 N u, w x MASTEfR BEDROOM I I '-0" � W I i � U LU A9668 BF 0 w N W O N a �� A C] Q ca r r� C) INTERIOR SHEAR WALL w z S Y BATH #2 a, co 0 53Q68 BF 2868 i A 0 00 � 2668 cr c14 LU Li o '-2 1/2 Ui 114'-5" 7'-0" 5'-9" 41-2" 8'-1 1/2 r z N J �n BEDROOM #3 BEDROOM #4 Q 6068 BF 606 BF U U o I a r w n 0 050 DH n 2 -2X10 0 13'-10" 2'--0" 2'--0" 15'-8" z ,.., 34'-10" c) rr. w w M Cy-) w N N 0 m z J z LL T CDz L, LU W ;]�-- W co LU CD � U a C/D F- y ;' �. s-►-�,r� �� .: , DRAWN BY. J CAUDEL _ C. R. Caudel, P °,.'�:`� 1 .. DATE SCALE SHEET 555-F Blanding Boulevard Orange Pag4, Froria ;'I"F�. 9/8/04 -- Phone (904) 27.2--5005 JDB#: 04-100 C.) w Ck. U: Ui 7 W c% 54'--0" e.a n x 30'-0" 24,--0" U-, --- ch 6'-11 3/8" 3' 6" �J At y Ei D c J 2 -4" ,� 202O 1 OO.H. N III Ill11 -1 CD 3050 D.H. a - --.__ - - 2-2x10 ``' Li o LL nIII �a CENTER STAIR (n c ON FRONT DOOR T. ca a III O c) C a °� SECOND FLOOR COVERED PORCH III M N SOFFFIT OVERHEAD w 3--10" I DEN GUEST BEDROOM r-. m 3050 D.H. 3050 D.H. 7 _ 2--2X10 2-2X10 � o U FLOOR SHEATHING MUST 2rm I N SPAN ACROSS WALL BELOW B 1 GLAIS ENTRY OOR i UNE OF 50FFff IN THIS AREA a ` osa OVERHEAD ® 1/2 BATH v 3'-7" � m Ni--- TWO STORY I , SHWft Ln FOYER I "' w x GUEST BATH cn 4 HANDHELD C) a p RECREATION ROOM 'i 3 g UP 3 JACKS 0 BEAM SHOWER H u 1 1 COVERED P RCH _ `" 9 F. ( SEAT — �...._ , _... —.._. ..... ,..... — T cc — _... _... — w a z ry wo 06 BROOM o 0 i o Ln - 3'-10" CLOSEI Ln " y c NN 00 2-1.75 x11.25 LULco i n 5 C„ S N INTERIOR SHEAR WALL w 1 � (m � I LL! DL. BEAM 1 °p b a W ® _ w - � 3050 D.H. 3050 D.H. 0 2-2x10 2-2x10 ,�,� i � FAMILY ROOM �U) a E ■■r LU rn a COVERED PORCH MASONRY a L� D 0p o O F.P. d KITCHENrr °g© w a Q LU a w -- -= 6X6 COLUMN y «, W/ ABU66 BASE a cp r- _ LPC TOP CDc D.W. I o b Lig Q ..._ � —� , ._.. ..... Q �.,. ,_. —— ..... .—. .._. � 2636 CASE 2636 CASE Li 4'-0" 2-2x 12 5.25"x11.25" LVL MYSTIC'S PLACE 000--ACCESS 2_2x1 IN DOOR ci B a >. DINING ROOM bw P® UNCOVERED DECK 3 2-2x12 a o 06 � NOTE: B.F. WINDOWS ARE DESIGNATED AS FOLLOWS: < MYSTIC14'-10" GOODI'S ❑T 5360 DH > TRIS DENOTES A WINDOW WITH p A WIDTH OF 5'-3" AND A HEIGHT OF 6'-0" u 3060 D.H. 3060 D.H. 3060 D.H. 3060 D.H. DH INDICATES A DOUBLE HUNG WINDOW 0 2--2x10 2--2x10 2--2x10 2-2x10 4,--11 1/2" T� THIS DENOTES TEMPERED GLAZING cy') THIS DENOTES AN EGRESS WINDOW WHICH MEETS IRC 2000 EGRESS REQUIREMENTS N QS -SMOKE DETECTOR (�Nj z 8'-0" 19'-2" 10'-10" 24'-0" w -.....a z LL- CD L_z 62'-0" Q LLj LLI T �-- LLJ CO N LO .G s U __ - _ .._ �LL � �� -► "T '°:. .�. DAWN BY: J CAUDEL C. -R. Caudel, POE® R DATE SCALE SHEET 555-F Blanding Boulevard orange Park, Ftor'id�� ' 4 1/411 2 OF 7 Phone (904) ,27.2 5005 � JCB#: 04-� 00 32o S"`fh 5� L.I (Y T.O._ RIDGE U, L� (Y v UJ 11 HHII lilt JI Till JI1HI-if-[ 1: Cr aC il If 'llilt] JITHIJI IIII I lI_ITII_IIITI IIIIIIIIIIII ImIffmill 1-111111 111111 [fill) 111 11 I I HIT 1 111111 11 H 111111111111111111 Hill 11111 c/) 11 11 IT 11 HIT11 HHI I if 11 11 if 11 111 11 111 1 1. 40 YEAR o I 111 H H-11 It Lf 11111111 111 ARCHITECTURAL C. HH 11 HH 111111 SHINGLES 11_11 1111 11 IT(I JITTJ �r11111 LLJ L L� f' W HARDI--PLANK W OR LIKE COMPOSITE =, LAP SIDING U 0 I � p rf. Q CV I CJ cA T.O. FLOOR M o114T11 111111 a T.O. PLATE z MASONRY CHIMNEY m R (n a7 ,O^ , UI V) :i; a I - - - T.O. SLAB w a z CONC. PIERS F� WITH BRICK VENEER a .0 MEAN GRADE 0 w v� Cn Li II ' �t_J X FRONT ELEVATI❑N Lj w 1/4' = 1'-0' W D C) T.O. RIDGE W z � a 1/ r_ U 0 W O a� Q. 11 11 11 H Q 40 YEAR U, ARCHITECTURAL SHINGLES r 11 If 11 111111 z a T.O. PLATE Ljly a I hull HIJII IIIHARDI--PLANK OR LIKE COMPOSITE U LAP SIDING a I F 11 1111 11 111111 IIH 11 fill 11 111111 111111 111111 IJ 11 H IT 11 111111 111. 11 _00 O IFII JIJT 11 �j TTF["ITTI II_ HIT 11 11111 1 H H 11 It N I ry (r. T,0. FLOOR 0- OCTAGONAL WINDOW 11 IT 11 11 IT-11_H11 11 H Lf 11 11 U-IT11 III n PER OWNERT.O. PLATE zJIM I -H IT 11-11114 Q w a� w O oLU N ry ry CNJ z SQUARE COLUMNS LLJ PAINT TO FINISH T.O. SLAB J LL cn CD HBRICK CONIC. PIERS WITH Q T.O. MEAN G6RADE o0 [__ \L___TOP HINGE OPERABLE W L _J SUNSCREENS ]- LLJ LU c) CD �► : , • J N ° IDE ELEVATION 1/4' 1'-0' :`�`,^ r�.0 � �",/'��r• � �~+ Lc ACNI .;` G '`w" fir, k.� .�. .fie• REV' - 170 - E`�CRIP70N OF CHANCES DATE � � ' � ATE OF ' C. Caude 1, P. DRAWN BY J AUDEL DATE SCALE SHEET 555-F Blanding Boulevard orange Park; ^Fzolrldd 9/$/04 AS NOTED 1 OF 7 -- -. -- - _-__ Phone (,904) z7Z-5005 J 0 B 04-100 w Q F 0 c _ _K A COV s c --- --- y -A- S_ Ca ❑ FILL SQUARE FINFORMATION ___..T =A T ciLlI L) tv 7c1hJ,; .i I 0 • CONDITIONED SPACE FIRST FLOOR 1860 S. F. SEP 10 2004 • U CONDITIONED SPACE SECOND FLOOR 1688 S. F. BY: � -T� W • CONDITIONED SPACE GARAGE 381 S. F. • UNCONDITIONED SPACE 624 S. F. >: ¢ Ln LLJ COMPONENTS & CLADDING FOR A ]BUILDING WITH A MEAN ROOF HEIGHT OF 30 FT. • UNENCLOSED SPACE NA S. F. EXPOSURE C (psf) (FBC 1606,2B) • LOT AREA (EXCLUDING WETLANDS AND NA S. F. :BASIC WIND SPEED 120 (MPH - 3 SECOND GUST) o BODIES OF WATER) ZONE AREA PRESSURESzo 4 10.0 35.0 -37,9 _ O STRRUCTURE HEIGHT AND oFl STORIES TNJ7�RIdR4 50.0 31,3 -34.3 ;� •vn�1� �. � •�w"•' - _... 4 100.0 29.7 -32.7 5 10.0 35.0 --37.9 • ' ` EhVD 5 20.0 33.4 -36.3 • MAXIMUM HEIGHT OF THE STRUCTURE5 50.0 31.3 -34.3 IN FT. 35 5 100.0 29.7 -32.7 GARAGE DOOR WIND LOADS FOR A w� •.,.,,, . • NUMBER OF STORIES 2 ]BUILDING WITH A MEAN ROOF HEIGHT OF 30 FF-T, r.; ,f P`t� � EXPOSURE C (psf) (FBC 1606.2E) ko TYPE OF C .BASIC WIND SPEED 120 (MPH - 3 SECOND GUST) � �1 WIDTH HEIGHT PRESSURES • TYPE VI ROOF ANGLL 0-10 DEGREES 6 8 28.2 -31.9 0 10 • U N PROTECTED ROOF ANGLE >10 DEGREES 27.3 -30.7 0 14 14 25,9 28.9 W 9 7 30.8 -343 b 16 7 29.4 -32.8 W • UNSPRINKLED u� TO BE USED WITH TRUSSES o Q MATERIAL INFORMATION BY UNIVERSAL FOREST PRODUCTS � u � HOUSE J❑B4 54019695 GARAGE JOB# 54019694 , cn - ROOFING (MATERIAL SHALL MEET THIE THE REQUIREMENTS OF CHAPTER 15, N❑TESI FLORIDA BUILDING CODE). -ALL LUMBER IS #2 SYP -CONCRETE DESIGN STRENGTH REQ'D 3000 PSI @ 28 DAYS -HURRICANE CLIPS ARE SIMPS❑N STRONG TIE • ROOF UNDERLAYMENT -- ASTM D 226- TYPE _1_ -USE ALL FASTENERS REQUIRED BY MANUFACTURER --FASTENERS USED WITH ACQ PT WOOD MUST CONFORM • ROOF FLASHING - 26ga. MIN. W/ ASTM STANDARD A153 AND HOT DIPPED GALVANIZED 26 a MIN 26 a MIN.-GAUGE SHOULD CONFORM TO ASTM STANDARD A653 DRIP g_ -.GAUGE CAP_- __ :_GAUGE (CLASS G- 185), OTHER FASTENERS REC❑MENDED ARE STAINLESS STEEL AND THOSE RECOMMENDED BY THE RAKE 26ga. MIN.-GAUGE VALLEY 26ga. MIN. GAUGE HARDWARE MANUFACTURER, • ROOF MATERIAL -- METAL PANELS PROJECT LIr/IAP INDICATES PROJECT LOCATION WIND ZONE INFOR',.MATION NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, �r AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE, 4er \� ko PLAN INDEX r�� • BUILDING PARTIALLY ENCLOSED DON -U1TG. N0 . TITLE 120 • BASIC WIND SPEED M. P. H. - 3-SECOND GUST 120 1 ELEVATIONS 2 Ist FLOOR PLAN cyD • WIND IMPORTANCE FACTOR 1. 00 3 grid FLOOR PLAN 4 FOUNDATION PLAN 1-I0 1 • BUILDING CATEGORY GROUP R 5 GARAGE ELEVATIONS & PLANS �s DRAWN BY: 6 SECTIONS & DETAILS J CAUDEL • WIND EXPOSURE CATEGORY C 7 SECTIONS & DETAILS 110 120 DESIGNED BY: �► SCALE: • INTERNAL PRESSURE COEFFICIENIT +0. 55/- 0. 55 X95 DATE: 9/8/04 1 JOB NO. 04- 100 SHEET N0. �ez+ COVER a � I LAWRENCIF. MURf• jm ' . - LAWRENCE MURK, INC. _ 3000- 1 HARTLEY ROAD JACKSONVILLE, FL 32257 PH: 904-262- 1434 FX: 904-262- 1887 e i' rf �o- LLJ pn I N Q N U � U LSI LL„ => � 2 \ O U U _ ? w � OLnm Z = LU Z LL1 F- p J N F- F- DRAWING: -- 2ND FLOOR/BONUS ROOM LIGHTING SCHEMATICS DATE: 08-20-04 SCALE: 1 /4" AE200 3ZO-- 5—A5f I� . I LAwR, ENCE MU. Rf LAWRENCE MURK, INC. 3000-1 HARTLEY ROAD JACKSONVILLE, FL 32257 PH: 904-262_1434 FX: 904-262- 1887 F111 Ll --T__ C❑-J c� C) 7o / I � ,rte. MP w 0:0-1 ELECTRICAL LEGEND 1 110V DUPLEX RCPT.. G) PUSH BUTTON I 1138 NUMBER INDIG. HGT. A.F.F. C000 CHIMES f110v 1 SIDE SWITCHED Q SPEAKER i -- �• ( � ) WEATHER PROOF OUTLET IS INTERCOM STATION ®P INTERCOM PANEL 110 FLOOR OUTLET IP _ I �p 110v OUTLET ON GROUND VOLUME CONTROL IIHim 1iGFi FAULT CIRCUIT O CON 220v OUTLET TWO WAY SWITCH / �i) ( , CDOGARAGE DOOR OPENER �3 THREE WAY SWITCH n I�u_ll Q� 4 - ` IID DEDICATED OUTLET FOUR WAY SWITCH O JUNCTION BOX �D SWITCH w/ DIMMER EXHAUST FAN J SWITCH IN DOOR JAM _ II EXHAUST FANLIGHT P IL�JI _ � O CEILING FAN PRE—WIRE L — J \ CEILING MT'D LIGHT FLOOD LIGHT - - - - - - U — — - - — — — ,�,I Vl WALL MT'D LIGHT Q /'� RECESSED LIGHT CEILING FAN y v Ln Z C p _ p \ ' RECESSED EYEBALL L1 � CEILING FAN/LIGHT RECESSED MOISTURE MP PROOF LIGHT 11 If WALL SCONCE { TRACK LIGHT -... / ♦ TELEPHONE OUTLET ® PANEL ♦, TELEPHONE MODEM LI,INE / W I p � ® TELEPHONE FLOOR OIUTLET 2' x 4' FLUOR. FIXTURE �� IL�JI N cM\ CABLE MODEM OUTLET Tv CABLE TV OUTLET 10" x 4' FLUOR. FIXTURE V s� SMOKE DETECTOR ® TUBE LIGHT/UNDERCAB LIGHTING W 0 --� - — -- Z5 0 00 v Ly (n Q Q F— U _ cj_- LO Z LLJ W H- O J � fl— DRAWING: FIRST FLOOR ELECTRIC DATE: 07--07-04 SCALE: h 1 /4" AE1 00 520 SU St LAwR. IENCL MURI Y LAWRENCE MURR, INC. 14'-7" 3000- 1 HARTLEY ROAD R3Q INSULATION JACKSONVILLE, FL 32257 3050 DH 3050 DH ROOF TRUSS F PH: 904-262- 1434 f - - ` - SEE STRUCTURAL I I FX: 904-262- 1887 HANDRAIL MUST BE CONTINUOUS 30 YR ARCH I I FOR THE FULL LENGTH OF THE STAIRS SHINGLES OVER 1/2" EXTERIOR PLYWOOD - T.O. PLATE REFER TO ENGINEERING I GARAGE WALLS BELOW 1 X FASCIA W PAINT TO FINISHaw I o � I d PLYWOOD SOFFIT I ccol co y WITH CONTINUOS I120 SOFFIT VENT 'D 9'l I o BONUS ROOM HANDRAIL MUST TERMINATE I OVER GARAGE AT WALL OR NEWEL POST 2x6 STUD FRAMING W/R19 BATT INSUL EACH STUD CAVITY TYP o 11 MIN01 `" I RUN CD WATERPROOF MEMBRANE a' STAIRWAY MAY NOT ('HOUSE WRAP') BE LESS THAN 36" IN WIDTH 1/2" EXT CDX I SHEAR PANELS I COMPOSITE LAP SIDING PAINTED INTERIOR WALL FINISH- TO FINISH 1/2" DRYWALL U.N.O. I I I I STAIR DIMENSION DETAIL - TYPICAL I SCALE: 3/4" IL 3050 DH 3050 DH 3/4" T&G FLOORING T.Q. FLOOR GLUED & SCREWED SILL INSULATION CONTINUOUS AT ALL EXTERIOR WALLS OPEN WEB FLOOR JOISTS SEE STRUCTURAL T.O. PLATE R30 INSULATION _ NUS ROOM PLAN ATTIC TRUSSES SCALE: 1 /4" RE: STRUCTURAL BONUS ROOM ABOVE 30 YR ARCH SHINGLES OVER 1/2" EXTERIOR PLYWOOD - T,0. PLATE REFER TO ENGINEERING 1 X FASCIA PAINT TO FINISH (2) LAYERS 1/2" 4'-0" 16-0 4'-0" TYPE 'X' GYP BOARD PLYWOOD SOFFIT _ _ _ WITH CONTINUOS r SOFFIT VENT COMPOSITE LAP I I SIDING PAINTED TO FINISH I I I I I 2x6 STUD FRAMING I W/R19 BATT INSUL EACH STUD CAVITY TYP GARAGE INTERIOR I I of i 16' OVERHEAD GARAGE DOOR WATERPROOF MEMBRANE INTERIOR WALL FINISH- HOUSE WRAP' SILL INSULATION BENEATH 1/2" DRYWALL U.N.Q. o L - ' - ( ) TREATED PLATE - EXPANSION BOARD AT , -- - - - - - - - p CONTINUOUS AT ALL SLAB PERIMETER CONT, N L�u—ll GARAGE 1/2" EXT CDX EXTERIOR WALLS SHEAR PANELS 4" CONC. SLAB METAL FLASHING STRIP RE: STRUCTURAL COMPOSITE LAP CONTINUOUS T.O. SLAB INTERIOR WALL FINISH- POLYETHYL VAPOR BARRIER r SIDING PAINTED --a �� a ° AND TERMITE TREATMENT � � w � TO FINISH 1/2 DRYWALL U.N.O. a a � zw p J r10 C) � LL�u- J 3: Cv BRICK VENEER I I=I I I—I I I=I I I—I II�I� o = V SILL INSULATION BENEATH _=IIIIIT=1 TREATED COMPACTED FILL z c TREATED PLATE - I ISI I I=I I I= I I-I m m CONTINUOUS AT ALL EXPANSION BOARD AT — Q z z C 11 J CMU STEMWALL � �I -I I � - �, �, ,�, SLAB PERIMETER CONT. ,� � L� EXTERIOR WALLS RE:STRUCTURAL m Q z Q 3'-6" cn I I-1 I ISI 11=� w 4" CONC. SLAB T.O. STEMWALL I=�� W < (2) COURSES CMU = - — a o a � O U U STEMWALL RE:STRUCTURAL RE: STRUCTURAL SLOPE GRADE FOR I —II—II—� o o = W DRAINAGE ALL Lo I T.O. MEAN GRADE >_ O � m CONDITIONS TYP I I=1 11=1 I I=1 I I� z U SLOPE GRADE FOR POLYETHYL VAPOR BARRIER DRAINAGE ALL e 4 °. AND TERMITE TREATMEN ° Q _ Q ~ ~ CONDITIONS TYP a a T.O. MEAN GRADE ° =I I =III= CONC. FOOTING 4 ° =_—__ SEE STRUCTURAL 24'-0" w � O .� =III=III;III- TREATED COMPACTED FILL 4 Q CONC. FOOTING -'I I_ - I— I �� DGARAGE/BONUS SEE STRUCTURAL ROOM PLAN i I MISC. DETAILS DATE: 08-20-04 GARAGE TYPICAL WALL SECTION _ MAIN HOUSE TYPICAL WALL SECTION GARAGE PLAN SCALE: SCALE: 3/4" SCALE: 3/4" SCALE: 1 /4" AS NOTED A - 10 2 LAWRENCE mum KFAAOL)II-1 ]N( LAWRENCE MURK, INC. 3000-1 HARTLEY ROAD JACKSONVILLE, FL 32257 PH: 904-262- 1434 FX: 904-262- 1887 cn 777 24'-0" C) 12'-11" 3050 DH C) I 3050 DH c' C) ao BEDROOM #1 00 a CV BEDROOM #2 I 3050 DH 3050 DH 2036 DH FIXED TRANSOM WINDOW _ 8'-5" i o' N " 2668 ` 2 -8 OPEN TO 606 8F " o a FOYER BELOW 4 -4 3/4 N ,� 6068 BF N " 2'-0 ^ - e • 2'-9" o I I m MSTR S I I BATH O n W.I.C. I W D 3'-6" �, 2668 Ln BATH #1 Ln MASTED' BEDROOM I I -0" � 4 I 6068 BF o I I o m � cn P I I I n ca in o BATH #2 loo co ■ cn N - 3068 BF 2868 e 0D 2668 ^� N S L: % 3050 DH 3050 DH 2040 FIXED '-2 1/2 1,4'-5" 7'-0" 5'-9" 4'_2° 8'-1 1/2' CV ISI C? L C) BEDROOM #3 6068 BF 6068 BF BEDROOM #4 cD i o I o sk 3050 DH pp ^ pp u 13'-10" 2'-0" 2'--0" 15'-8" NOTE: WINDOWS ARE DESIGNATED AS FOLLOWS: 34'-10" [E 5360 DH THIS DENOTES A WINDOW WITH A WIDTH OF 5'-3" AND A HEIGHT OF 6'-0" w r� DH DENOTES A DOUBLE HUNG WINDOW p p N T❑ THIS DENOTES TEMPERED GLAZING IL-�.- I�I cy THIS DENOTES AN EGRESS WINDOW WHICH MEETS IIRC 2000 EGRESS REQUIREMENTS J O-SMOKE DETECTORw Ln ::D cr- C7 C] U _ ? w � p c~ m 0- < = L) F- LnZ w = w o �-- M Q DRAWING: SECOND FLOOR PLAN .� DATE: 07-07-04 SCALE: 1 /4„ A - 101 v F LAwRE NCE MURfZ46., LAWRENCE MURR, INC. 54'-0" 3000- 1 HARTLEY ROAD JACKSONVILLE, EL 32257 PH: 904-262- 1434 30'-0" 24'-0" EX: 904-262- 1887 3'_6" 6'-11 3/8" N Ell] 1 3050 D.H. N -1" I a � I 3050 D.H. - _.._..— --C-ENTER STAIR �....-.— _ COVERED POIRCH00 SECOND Fl MDR M DEN GUEST BEDROOM 3050 D H _._ 34�n D.H. - cn — — — — — —— — — a tz _ 070 I o G 5 ENTRY OR i LINE OF SOFFIT 3068 3068 _ 2668 1/2 BATH OVERHEAD-& 3'-7" SHWR '�' TWO STORY o m FOYER ao = I GUEST BATH 00 M I HANDHELD TT RECREATION ROOM 'i 3068 UP 2868 SHOWER HEAD N B.F. I SEAT COVEREU 00 - - - - - - ----- - - - - 0 3068 Vr- a_ F PANTRY N _ 3'-10" Lo - 00 � 00— N O N 00 �t7 I Q o � I Z 2 LT m 3050 D.H. 3050 D.H. FAMILY ROOM ..� 0 J ®0 _ --- ru MASONRY o 00 O F.P. ---- KITCHEN ""o lk 6X6 COLUMN a RE: STUCTURAL F_ - -1 o i D.W. I o o -- Q = = = = = _ _ ❑ _ _ _ _ _ _ _ CASL 2636 CASE MYSTIC'S PLACE DOG-ACCESS IN DOOR p p _ 306 _ DINING ROOM 0 30fi8 NOTE: - - - - B.F. WINDOWS ARE DESIGNATED AS FOLLOWS: _._14'--- --.._ GMYSTIC'SOODIES 5360 DH - - - "' THIS DENOTES A WINDOW WITH A WIDTH OF 5'-3" AND A HEIGHT OF 6'-O" 3060 D.H. 3060 D.H. 3060 D.H. 3060 D.H. DH INDICATES A DOUBLE HUNG WINDOW 4'-11 1/2" T� THIS DENOTES TEMPERED GLAZING E THIS DENOTES AN EGRESS WINDOW WHICH MEETS IRC 2000 EGRESS REQUIREMENTS N Q r� OS -SMOKE DETECTOR U U 8'-0" 19'-2" 10'-10" 24'-0" w © LL. N — O O U m: a 62'-0" m � z w 2 w (V I-_ DRAWING: FIRST FLOOR PLAN DATE: 08-20-04 SCALE: 1 ,4,E A — 10 a ,I� LAWRIENCE LAWRENCE VURR, INC. 3000- 1 HARTLEY ROAD Li Ll Ll L Lj L11 JACKSONVILLE, FL 32257 T.D.RIDGE PH: 904-262- 1434 z. FX: 904-262- 1887 ll 11 I. ILL 1l. L1 11 ll.. Tff]'f 11.11 LL ll L� I i1 11I 1.. li..l ..l i Il L 11 11 l L L�_l 1�-11 1 1. 1 , :l 1; 1L 11__ 1 L_� 1 L: 11 l�Jl' 1 [ L1 I1 _ 1 II Il. 1 11 11. l.I i !L. ,' 1L�iL�i l�Ll I 1i 1 W i 1,. a L1L1 LI �`_u_ L ll I�Ll1 111I � l LtL 1ll1 li L' � I11 1� .4� J lli,l I U 1L II II J1 11_U L �[ _ ll 11, E 11 11 Ll. ll r � I� ll 11 L1 11 Ll 1 !li11� � 1 L 11 J1.1 j... L111 l:__ ll - I T.D.PLATE i LIL, I I ll l._ a 00 Ln U=J1 N µ { T.D.FLOOR � i I I I I u L _.11 _ ll L f .11 ll 11,. 1 il __. I I i I I l i Ir 1 1 U. 1 L11� ll Ll L �.. .1 — -- - - _ _...-._.- -_ T.D.PLATE --- CI _ II - — T.D.SLAB T.D.MEAN GRADE REAR ELEVATION - SOUTH T.D.RIDGE -z- - - - - -... UL MDSEuNE - - - 7 — T.p.PLATE 1• 40yr ARCH - Ll '�11 r' cn SHINGLES TYP _ _. _ — — ...... trZ - ,' Q LLJ l� 1I - 1._.L�i ai.1 �I �.1 - - 1L1 / HARDIPLANK a L11i .�. L � co 11.. I OR LIKE I 1 � I �_ La l� 11.1- I� 00 ,1LI COMPOSITE SIDING Ll hIl!_11.1 1. � - CN T.G.FLOOR M I II I I I I i il L -- T.D.PATE N o 11 Ill. 1c� r -- - -- — — L T-1 T.O.PATE N - —- r ;7 — _ Ir _ ... m� — w p _... _......—.._ - cn - - =D _ 0 U Z _ i 1 I r ILL-] ----_ � C!1 r -- - - o l �r' - _ - Q = U t :fit - Q, LjLj- s � -.._._ _I T.D.SAB _ Z W CV Ir - - _ TJLUF WALL z-r. - r r: r. . '. 1: .. _ DRAWING: N GRADE r TT -rte - .-s r_- r. T.A.MEAN GRADE ly ELEVATIONS T. PREMANUFACTURED GARAGE DOOR DATE: 08-20-04 MURf GARAGE ELEVATION NORTH SIDE ELEVATION --- EAST SCALE: 1499 A - 001 ® 5 - 320 57h SJ- LAWREN.. CE LAWRENCE MURK, INC. 3000- 1 HARTLEY ROAD JACKSONVILLE, EL 32257 PH: 904-262- 1434 T.O.RIDGE FX: 904-262- 1887 u 1 � 1. 111 11 u. 1!;1 _ u 11. wli 40 YEAR ARCHITECTURAL SHINGLES T.D.PLATE - HARDI-PLANK -- OR LIKE COMPOSITE - LAP SIDING R -.._. 00 -- _ - f -- LLLJ1 00 N _._ 10-FLOOR � T.D.PLATE MASONRY CHMNEY - IE T.D.SLAB .................. . CONC. PIERS WITH BRICK VENEER; LD.MEAN GRADE STREET ELEVATION - NORTH T.D.RIDGE Ir I IT II III 40 YEAR - ARCHITECTURAL --" " SHINGLES — _. .. _ .. _. T.O.PLATE --' HARDI-PLANK ll, OR LIKE COMPOSITE -.. LAP SIDING co 00 CN _ -___- ----- - T.D.FLOOR � OCTAGONAL WINDOW `W rr7 PER OWNER _-- T.D.PLATE p p rr] ISI [V Q CV U � _ ... J - - - LTJ C] N O U U Ln 00 � W Z CI- SQUARE COLUMNS = cr L Z PAINT TO FINISH W T.D.SLAB W1,__ O Q Z W CV xa PIEFIRS 7 7 7 7 7 7 7 <' R' •r' ".^ '�"`,{ ' '`rZ r °� (` ` r 'x *x" CONC. <^ x r x' <x kX"°> r ti •' Y x kik WITH BRICI4( VENEER T.O.MEAN GRADE Ilk DRAWING: Ir ELEVATIONS TOP HINGE OPERABLE SUNSCREENS DATE: 08-20-04 SIDE ELEVATION WEST SCALE: 1 /4 A - 001 520 LAWRIENCE MUR.1 f LAWRENCE MURK, INC. 3000- 1 HARTLEY ROAD JACKSONVILLE, FL 32257 PH: 904-262- 1434 FX: 904-262-- 1887 5th STREET 5th STREET SIDEWALK SIDEWALK 10 Q i 0 N ' 4 2 8 1 fi eEXTEINE - --__ EXTERIOR ZONE Imm R ZONE INTERIOR ZONE \ - ---- Q RIVEWAY .._ -_ -- _ 5 - 7 l ` �I 1 13 h r- } Y I II j; 39 - 38 - {._.. 14 -- _ L \ V I 1 =--___-- _ _ - : --. TAG SPECIES ZONE D.B.H. REMOVE 1 16 2 ALM EXTER 15" 37 3 PALM INTER 15 36 — 4 PALM E Rl 12 5 PALM INTER 8 X 6 PALM EXTER 12 7 PALM INTER 12w X 8 PALM EXTER 11 9 PALM EXTER 12 10 PALM EXTER 13 IL�.JI 11 PALM INTER 14 X 34 35 ` 12 PALM INTER 14 X 13 PALM INTER 14 X 14 1 PALM INTER 15 X 15 PALM INTER 15 X 42 16 1 OAK INTER 33 41 17 1 PALM INTER 12 18 PALM INTER 14 19 PALM EXTER 1 13 20 PALM EXTER 1 10 21 PALM EXTfR 1 10 32 \` 17 22 PALM EXTER 14 20 3 PALM EXTER 14 _ 24 PALM E ERI 13 43 25 PALM EXTER 1 13" � ^ � 26 PALM EXTER 12 ISI PALM EXTE 27 R 1 10 19 28 PALM E ERI 12 29 PALM EXTER B INTERIOR ZONE 30 PALM INTER 8 X EXTERIOR ZONE 31 CEDAR EXTER 6 x 3L PALM INTER 10 X 33 PALM EXTER 10 w 31 21 34 PALM EXTER 11 � ^ p J � PALM INTER 12 X E� N PALM EXTER 10" ��JI CD PALM INTER 15 X U 22 PALM EXTER 14 X � 1 N 29 39 1 PALM INTER 13 w �- PALM EXTER 13 cn 23 PALM INTER 10 _ 42 PALM INTER 9 Z Q 24- 43 PALM INTER 9 X F--: w in 7'-6" 0- Z 27 26 25 � _ iD- Ln Z N = LiN � DRAWING: EXISTING LANDSCAPE & TREE REMOVAL PLAN DATE: 08-20-04 SCALE: 3/32 A - 0 00 ® 5 3 ZO LA RENCE R E C� E I VE E) CITY OF Al-LAN'i IC BEACH RL111 1-1'NG & 7-ONiNG SEP 10 2004 BY LAVVRENCE MURR, INC. 3000- 1 HARTLEY ROAD JACKSONVILLE, EL 3225 PH: 904-262- 1434 FX: 904-262- 1887 Mk'-jRR4,, EDGE OF ASPHALT FILE C 5TH STREET CONSTRUCTION TRAFFIC ENTRY AT EXISTING DRIVE -- SLAB - REFER TO CERTIFIED UNDATION CORNE SURVEY FOR EXISTING - ra T SURVEY , F. SIDEWALK AS WORDED I PLAT rook 5, PArm 69, of ITHE cu�NT pu,�zrc wo_RDS - _ A Off° ''AL ouNTy', .�''1',t'�,�IDA. PROPERTY LINE `IFF ` AT CORNER - REFER 4Q` I IRLIG' IORT OP WA1Y �` djj TO CERTIFIED SURVEY �UT"t w ,� P' TPII LH;F, DI P � �2��R .. t�Y IJI�'�'CrRIC LIIMA �(fO0 !�' 1'L 1� ri _. ,... . MIXo .. 10 —CABLE RISER � 0 1 �• Ij7.' •,firt7NC �^.t' .'S`1L► 'i}dL1 '• ,s':.'. ... LS R o W y� � �Nl� f�' RSBrt .0 LAr'jf �,f. t' ' 50AO' PL.I ) (r a.aa' I BUIL CK LINE i O CAP �Pl } VETSR L"t °04� Y TO pis I 1 DUMPSTER LOCATION AND Z.q rpNCR,7Td' r'� r t, _ a a =8 12 8/12-- DURING MATERIALS STORAGE d y •T / J v� , CONSTRUCTION �y$l�O �. .. I "' c ' 8/12 :1 / � r,� :I s"L'GI YL" A RATL "moi 11 1 r� �r r rLOPE DURING CONSTRUCTION s INSTALL EROSION CONTROL FENCE F s+.a" NOTE: REVISION CLOUD INDICATES f r yr AROUND PERIMETER OF WORKSITE ' '� PRE- EXISTING HOUSE AND DRIVE rf �; r r r r �PERIME`TER LENGTH: 485' a � I r' WHICH HAVE BEEN DEMOLISHED CONTAINED AREA: 14,000 S.F. r T r 1r�f is X3:1P & TWO S7'Uf F:i?am_p � RESIDENCE 32� CONCH' f.(3' 0p'lWOOD � ag co k�1.J�N �'A)r I Tri ^� h. • jj// r1r rs r� a�.7y rte„ rko ,$:,�_ ... r -"`':.. „^_.._.�"" ..• (.. N .* �f�d if � "' �..� .... ,. • , 1 � a:. � .. r��+ . '�'-'" , ;.':..'.,.0'CINCR,��`�.•DR7•V'.�WAY ... � "I ,e: 1 1 F"I.rzO �# R gra DECK '~` if SLOPE* 4' WOOD RENCE CONC. DRIVEWAY 0.7' PROVIDE CONTROL {r `rr '66/12 6/12 Copy s' WOOD JOINTS AS REQUIRED � � - 4 G FENCE APPROX. 1745 S.F. WOOS m — 8"47'50" PIPS' (Nt0 CRF') q� � `D ;n 3' FOOD 6' WOOD "ACM L.tJ. 6709"FOUND 1'12" (foo. (F .•1') 'F'ENCI f F'BNG13' z a antic Be 0,6' 5 00. (SO.50 P.LA'T) ✓ I Planning LLJ yandof AZloning Department ach (5fl.t�' F'L.,tT) {. X0.19' X1..2' o a --•----••.•- �; � - -•• ----- This approval verifies oom Nance with ap ticable FENCE � _ 1.5� 0-d 4' WOOD 4' WOOD t- R 14'- zoning, subdivision and other local land ENCROACHES � fYCJOt7 ]PENCE `�irNr~ROACfLSS develapmant regulations, but does not constitute Q 2 IsNCROACHES O,g * approval for the Issuance of permits. Compliance j F'ENCr'M" LOT 8 LOT E SLOPE with Florida Building Code and all other applicable LOT f 2 LOT tO f I local, State and Federal permitting requirements i r must be verified byy signature of the City ofAuantic r :.' r •., Beach BuildingCifiolal prtar to the Issuance at a NOTES' 1 �'X`R�'BiY VERrlt'Y 1'0.n ��ING I) THIS IS A BOUNDARY SUItY.��"1 �@T'�ft_Y._3tr� ti � I Building 2) �tLt. ANCLIs'�" .a.ur� 171ST,AhCIjS SIIaN ARE F°tF1 G 8 Id nq Permit ftkw- J(L'4SU"D UNLESS NO1'$D Q7*HE.RW1SVLLJ Q. NRC, AT►p ed� � 6Ye man r PT1CSRC1PRT` .3PPIs'A2t TC? LIE IN F'LftO,� 2QI; �?af6:- "Z*' PITCH IS SNE ARRA OUTSIDE 7`HE Sl7(} YEAR TRAr TIHIS SURVEY MEETS 'rHE 411N1k7J1• rECXNrr~AL r FLOOD BY FLOOD MAPS RRVIS`ED APIUL 1'd. 1980, STAND�f1,MS Aa' SST FORTH BY 'PHR FLORIDA BOARD Gtl.i<tidUN�"I'Y P4-NEL Na. 7,ZQ075 rJPGi D, OF S'UFtVYSYQRS AND 1(AF'P�'RS, AUR5udN7' 9`l) Sx�1C7'IaN ::�:..:,.. . ....... .. 4) O BUILDING AP87`Rlt°T.IOhI LINA.' .OY PLAT. ,17ZO27' FLORIDA S7AY't:ITS,S AND CHAPTER h1C17�-8 FLUR113AA AD1fINISTItA?IpN GONE. SQUARE FOOT CALCULATIONS: � _.� .. w RE A JOWRIDA j�r¢1��p�r��R Nn.ss6s _ SLOPE — HOUSE FIRST FLOOR: 1892 S.F. J � ... ASSOCIATES INC. DATR, APRIL BUILDING SETBACK LINE .� — HOUSE SECOND FLOOR: 1751 S.F. — N GARAGE FOOTPRINT: 625 S.F. 'd�JP1Y 1 i 1�A ' ' I SCALY 1., 2v' _ 0 � UNL4ESS la AXAP3 rN.g SICN1t'Ult 1 AND r O IV w FOUN TION (� o r� !r 4rxn l�val�, UNIT4 c z BONUS ROOM FLOOR: 380 S.F. Ja�nsaNvrrxX. frOlDa Y 07 rsssa ss.�t, n n r~LaRlpa z1c�Nsn s R!� R (908) 7sr-67F!? ,��'rFii IS M�N'.�C r5 tGl lriFOltltt7lONAL rCIR1xJ�5bS LSI CD Cn 79 7 Z- > -Z:) N 2 *NOTE: PROVIDE A 10'-0" GRADED SKIRT WITH A Z < :� CD I -"` MINIMUM 2% SLOPE AT THE PERIMETER OF HOUSE Q � � AND GARAGE FOR DRAINAGE cti R E F E 0 - Q = � QD < = f� Z I L� Iw p � d APPROVED 0— C]- r-) •d O CITY OF ATLANTIC BEACH BUILDING OFFICE DRAWING: 6t�' 17 2004 N SURVEY & SITE PLAN DATE: 08-20-04 CERTIFIED SURVEY - COPY SITE PLAN CONSTRUCTION MITIGATION PLAN SCALE: SCALE. 1 :20 SCALE: 3/32A - 00r vacs 5A -}r - �1 Z a LU m t� z � z F- EX16TING Lo Q N Cwj LV >- U � EXI &TING 5z o Lu 3: U o Q U ❑ J ., b T rn Y Y T I ��TI ° CLEAN COMPACTED FILL (DCC) 1 #5 CONT, CD � N LU N TYPIGAL THICKENED EDGE F�OOTINC� � I- Co o `- Z) J °' 5GALE: 3/8"= 1'-O" Co U7 L- x 6 p W LL J 40 WZON Ji. J O .� � � Co < Co EXISTING 5LA5 � � N � CDFFF- FILE Copy g 7 FILE copy " It r SOA El I 4 0 + 1X-Ib" b'-II" 24'-II" U.O.N. j A P P R('} D • DO NOT SCALE NEW PORCH FOUNDATION � P 1�c % THIS DRAWING �u!lUlrvcs r�r-r^Icr� e• LSC z ► RELEASE DATE: 103 12-03-03 LEl-L 1 -1 � T\ � R�'' �� REVISION DATE: oo-oa-oo 24" x 24" x 12" w/ (2) 05's E.W. DRAWN BY: TPIGKENED PADS FR, ECD. ;- CF Y C;F ATLANTIC Bj,UHLOIN 7ONi i\;G FOUNDATION f=LAN DEC 10 2003 CHECKED BY: JKH BY: - � �_� SHEET: GENERAL DESIGN CRITERIA: ROOFING: Cedes: 1 . Roofing shall comply with 2001 FBC Chapter 15. 2001 Florida Building Code, ASCE 798, ACI, ATIC, NDS, AWPA, APA, (Latest addition U.O.N). 2. Asphalt shingles shall be designed for the applicable wind zone of the structure. U GENERAL NOTES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. 1 . It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means 4. Asphalt shingles shall comply with ASTM D 3161 . cry and methods of constructing and shall do their work in conformance with all applicable codes and regulations. Z MASONRY. 2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 1 . All masonry work shall be in accordance with ACI 530 / ASCE 5/ TMS 402 Masonry Building Code. 3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings, Q sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work. 2. Concrete masonry units shall be ASTM C90-75, Hollow Load-Bearing Concrlete Masonry Units, Type 1 , Grade N-1 , normal weight, with a minimum compressive strength of 2000 psii (f'm=1500psi). 4. These documents, as instruments of service are the property of the Engineer of Record and may not be used or reproduced W without expressed written consent of the Engineer of Record. 3. Mortar shall conform to ASTM C270 and be of Type S. a 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any 4. Grout when specified. shall conform to ASTM C 476 with minimum 28 day compressive strength of 2000psi. Z similar situation elsewhere in the work except where a different detail is shown. " " Grout shall be mixed to provide a slump between S . 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation to 11 and soil compacting specified in the soil report shall be followed unless additional more stringent requirements are 5. Provide pre cast concrete lintels over all openings unless noted otherwise onl drawings. Notify specified. Engineer of Record if foundation conditions encountered differ from soil exploration information made available Lintels shall be of sufficient size and reinforcement for the given span loading conditions. o W P Y En 9 0 � to the contractor. a- W FRAMING: 66) w 7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building W 00 and its component parts during erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified ° o by the plans and specifications. 8. Temporary bracing: Contractors shall be responsible for all temporary bracing that is required duriing construction 2. All wood framing shall be fabricated and installed per ALTC, TPI, and National Design W to keep structure safe and plumb until the entire structure is in place. Bracing Specifications for Wood Construction. shown on structural drawings is for the completed structure only. 9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. 3. All framing anchors and connectors noted on drawings shall be manufactured by Simpson or equal. Contractor shall report any differing conditions to the Engineer of Record pricer to commencing work. ., 4. All wood members exposed to weather or in contact with masonry, concrete or soil shall be pressure-treated. T � CONSTRUCTION NOTES: 5. Contractor shall provide all fastening devices necessary and suited for each application. Fastening subject to moisture shall be hot-dip galvanized to ASTM 153-80. CONCRETE: �--I 6. All metal connections and fabrications shall comply with A.I.S.C. specifications. M 1 . All concrete shall have the following minimum compressive strength at 28 days: slab on grade, ------------------------------------fc=2500psi 7. Prefabricated structural trusses shall comply with NFPA National Design Spescifications for o footings and remaining concrete Wood Construction, IPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. N N LU 2. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vaporLO L: CO rn barrier. Such slabs shall be reinforced with 6x6 W1 .4 x 1 .4 WWM lapped 8" ext edges and ends in conformance with ASTM-A 185, or 8. All trusses shall be designed and certified by Truss Manufacturer s registered Engineer. I-�-I co U) � X Fiber mesh Reinforcement shall be used with minimum 2 fiber length at 1 LB/CY complying with ASTM C 1116. - M 9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at z � U_ 3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a end reactions of all girder trusses. w >. � density of at least 95% of Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before slab is placed. 10. Truss manufacturer shall submit shop drawings and design notes with an &ngineer's seal for approval. LL u Design notes to include the rated load capacity of the truss to truss connectiors, and manufacturer's license Q UCO 00 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95 % of Modified Proctor Maximum to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and >-I Q -- Dry Density (ASTM D1557) for a depth of at least two feet. (2 ) below the bottom of the footing. installation drawings showing size, shape and layout. LO C) 5. Where shown, cores of block masonry shall be filled with coarse grout or pea 11 . Bracing of trusses during erection installation shall comply with TPI HIB 91 . a. gravel concrete with minimum compressive strength of 2500 psi at 28 days. �T 12. All prefabricated wood trusses shall be secure) fastened to their supporting walls or beams with w 6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steel p Y pp `g hurricane clips or anchors as noted in the Truss Connector Schedule. conforming to AC1301 , AC1315, AC1318 and CRSI Manual of Standard Practice, T , j (latest editions). /{ 13. At volume ceiling conditions, align trusses to provide a smooth, unbroken iinterior wall surface from floor to ceiling. _ w''�„�c.Q, 7. All continuous vertical and horizontal reinforcing steel in footings, beams and I be I minimum of 36 bar diameters or 24" whichever is greater. STEEL: columns shat lap spliced a min u g ZF 8. The following minimum concrete cover shall be provided for reinforcement: 1 . Structural steel shall conform to AISC Specifications for Design and Fabricattion and Erection of Structural Steel for Buildings, 31,--------------Concrete cast against and permanently exposed to earth. (latest editions). s �. 2"--------------Concrete exposed to earth or weather, #6 Bar and larger. F.� OF . PN�, 'I It,.,. 1 1/2 ---------Concrete exposed to earth or weather, #5 Bar and smaller. p a. Welded connections______________________________ AWS D1 .1 • u:o:N:p 1 1/2"---------Concrete not exposed to weather or in contact with earth for the primary reinforcement, • DO NOT SCALE b. Anchor bolts & threaded rods- ------ ASTM-A-307 ties, stirrups, and spirals in beams and columns. c. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 THIS DRAWING RELEASE DATE: 9. Horizontal beam and footing bars shall be bent 25" around corners or corner bars with a minimum 25" 03-25-03 lap. (U.O.N.) REVISION DATE: 10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. 08-21 -03 Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. DRAWN BY: 11 . All reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concrete CF structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings. CHECKED BY: 12. All concrete work shall be in accordance with "The Building Code Requirements for Structural Concrete", DJM II ACI 318 (latest edition), and "Specifications for Structural Concrete for Buildings" ACI 301 (latest edition). SHEET: ago 5�k S-Y-, WIND PRESSURES ON WINDOWS & DOORS (psf) FLOORS- Enclosed Structure LIVE LOAD= 40psf DEAD LOAD= 15psf AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) I(CARPETorWOOD) Pos Neg Pos Neg DEAD LOAD= 20psf (TILE) 0 to 20 sf 31.4 -42.0 31.4 -34.0 DEFLECTION CRITERIA: WOOD=CARPET or L/48p LL EXISTING 20.1 to 50 sf 30.1 -39.1 30.1 -32.7 U40 DL 50.1 to 100 sf 28.2 -35.4 28.2 -30.9 FRAMING 100.1 to 200 sf 26.6 TILE= U600 LL 32.7 26.6 28.3 U360 bL 200.1 to 500 sf 25.3 _29.8V____2_531_. -27.9 00 W - -- - ------ Base Design Pressure 26.60 GCpi=±0.18 ROOF(TRUSS)- `-'J LIVE LOAD= TC 20psf W BC 110psf (4) 2x6 SYP at POST DURATION FACTOR: 1.25 sf DEAD LOAD= TC 7 LOCATION or LEAVE 7p sf POST IN FLACt. NAIL. TO EXISTING JOIST BC5psf w/ (2)- .131" x 3" at EACH JOIST TYPICAL GES IP 5) ROOF(CONV.FRAME)- RAFTER LOAD= 20psf LL a = 6.0' 1 Opsf DL DURATION FACTOR: 1.25 J 2x4 STUDS 'D 16"oc. CEILING LOAD= L �T_YRICAL_ NT IC Z NE ( 10psfL (, ~ Za BUILDING CODE:2001 FLORIDA BUILDING CODE � -A SHEiA N ING _ WIND DESIGN METHOD:ASCE 7-98 J 3 4.0 BASIC WIND SPEED: 120 mph zzi 11 Lnn ZBUILDING CATEGORY:11 O WIND IMPORTANCE FACTOR: 1.00 N 5HE�4RNALL LEOENI7 M " EPDXIED ANCHORS WIND EXPOSURE:C tri w/ 3" EMB_ fD 45"oc. DESIGN FOR ENCLOSED STRUCTURE �1 SHEARWALLS NAILED AT 6"oc. ON EDGES AND 12"oc. IN INTERMEDIATE 5UPPORT5 WITH Sd COMMON NAILS. W SHEARWALLS NAILED AT 3"oc. ON EDGES , AND 12"oc. IN INTERMEDIATE SUPPORTS - LU WITH Sd COMMON NAILS. SIMPSON MTS12 Z 2x-RAFTER SEE PLAN FOR SIZE AND SPACING U 7116" OSB SHEATHING NAILED AS PER coU CONSTRUCT SHEARWALLS WITH NAILING SCHEDULE 2 x 4 STUD NOTE T`CFfCAL SECTION (at WALL W 0 055 or Ir/32" CDX (U.O.N.) ALIGN w/ RAFTER ROOF SHINGLES OVER 15#FELT NOTE : REFER TO SHEET 5-1 FOR STRUCTURAL DETAILS. SCALE : 112 " = P -011 STRAP STUD TO DOUBLE SIMPSON MTS12 CLIP AT EACH RAFTER PLATE w/ SIMPSON MTS12 NAIL RAFTER TO CEILING _ JOIST w/ 4 - 12D com. (MIN) HURRICANE ANCHOR AT EACH TRUSS ^ ( SEE SCHEDULE) CLIP STUDS TO DBL. PLATE w/ SST-- SPH4 @ 32" o.c. (2)2x_SYP DOUBLE TOP PLATE w/ --I SST-SPH4/6 AT 32"OC, I CORNICE DETAIL AS PER BUILDER'S SPECS r� V 1 �-4"x 4"SYP POST N 1_0 N EX15TI ' C�l.� E „ „ LO L: CO a 1/2 x 10 ANCHOR BOLTS @ 32 o.c. � � � J UNCHA GsF. w/2" x 2" x 1/8"WASHERS M LL '`� It 2 x 4 PT SILL ON SILLSEAL � W/SST- SPH4 @ 32"o.c. Z ❑ W �- 000 6x6, 10x10 WWM OR J FIBERMESH REINFORCEMENT • w Lij W Z t� - - -- - - - - - - - - - - - - - - - - - - J .J Q N 8" ,• � LL I-- r ) CC) 1. ?; 6 MIL VAPOR BARRIER OVER U ap TREATED AND COMPACTED FILL Q �. 24" x 24" x 12" THICKENED 2#5's CONT. U-) C) PAD FOUNDATION $ MIN. 25" LAP @ CORNERS N 1 -4" 2 STORY CONDITION, USE 16"WIDTH &3#5's CONT. ITYPICAL EXTERIOR WALL 5ECTION I� MT520 MT520 -,/ STRAPOPEN PORCH �-E„ If�rt REQUIREMENTS.. STRAP Q NAILING SCHEDULE , MINIMUM 3/a" SHEATHING REQUIRED ON }- REVISED 11/25/02 EXTERIOR CEILINGS. NAILED WITH rod CONNECTION TYPICAL NAILING ALVERNATE NAILING 1 ALTERNATE NAILING 2 COM or BOX AT 6"oc, ON EDGES AND �` a'• X 12"oc. IN THE FI (TYPICAL) TNI X d FIELD. S La In double late 12- 16d common 1�-0.131" x 3 1/4" gun nails 20- 12d sinkers � '••: r I$ NOT REQUIRED ON THE UNDERSIDE `" T A, a 6" o.c. on edges and 12" o.c. in the OF FLAT DECKS/ BALCONIES. : 1 4u p ' tv ry field with 8d common, box, screw 6" o.m. on edges and 12" o.c. in the 4" o.c. on edges and 8" o.c. in the d�. SW -shearwall shank or ring shank field with 0.131" x 2 1/2" gun nails field with 0.099" x 2" gun nails i; 3" o.c. on edges and 12" o.c. in the S'C`E „ Cj n 2 - 2 x 12 (TYP) El field with 8d common, box, screw 3" o.c. on edges and 12" o.c. in the �' 7!,$ .�"'�` •��c r.` SW(3) - shearwall shank or ring shank field with 0.131" x 2 1/2" gun nails /4111 r , 4x4 PT POST ON SIMPSON ABU44 WIND-BORNE DEBRIS PROTECTION FASTENING 6" o.c. on all supports with 8d 6" o.c. on all supports with 0.131" x z POST BASE u1/ (2) SIMPSON N6 CLIPS ENC. & PART. ENC. 1/2" or common, ring shank or screw 1/2" srmooth, ring or annular shank gun AT BEAM ABOVE or USE SCHEDULE FOR 7/16" OSB or 15/32" CDX STUD TABLE 7/16" Roof Sheathing, shank,4" o.c. edge nailing within 4' nails, 4" o.c. edge nailing within 4'of i DO NOT SCALE PERMACAST DETAIL. (TYPICAL) FASTENER TYPE FASTENER SPACING(in.) STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS 120 MPH of roof edge and ridges roof edge THIS DRAWING CEILING No. z SPF No. 2 SYP No. 1 SYP 11- 10d commons in each end (22 PANEL SPAN 2 ft PANEL O ft PANEL 6 ft C PANEL HEIGHT 2Y4 x x X x X Sim on LSTA30 total) RELEASE DATE: NEW PORCHPANEL 9-10d commons in each end (18 � �-O�'O� 2 ft SPAN¢4 ft SPAN¢6 ft SPAN¢ ft 2 + 8 ft. 116,0C. 24"oc. 16"oc. 24"oc. 16"0c. 24'oc. Simpson LSTA24 total) 10- 10d commons in each end 2112"#6 WOOD SCREWS 16 16 12 9 9 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"0c. 24"oc. Simpson HTS30 (20 total) 13- 10d commons in each end REVISION DATE: 10 ft. 16"oc. 24"oc. 16"oc, 24'oc. 16"0c• 24"oe. Simpson MSTA36 (26 total) 2 1/2"#8 WOOD SCREWS 16 16 16 1z Slm on SPH4 12- 10d x 1 1/2" nails 00-00-00 DOUBLE-HEADED NAILS 11 ft. N/A 24'oc. N/A 24"oc. N/A 24'oc. Simpson SPH4 10-8d commons (Total) 10d COM or 12d BOX 12 s a 3 DRAWN BY: 12 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. (2) 10- 10d x 1 1/2" in rafter; 10- 10d NSHEAfRWALL L A NT--0 U T 1 112"X#8 MACHINE Simpson H16 x 1 1/2" in plate CF SCREW IN THREADED 13 ft. N/A 24"oc. N/A 24"oc. N/A 24'oc. INSERT 16 16 16 1z Simpson LTS 12 5- 10d commons in rafter& plates 5- 10d1 x 1 1/2" nails in rafter& plates NOTE: ALL LOAD BEARING HEADERS SHALL BE 14 ft. N/A 16"oc. N/A N/A 24"oc. 48" x 1 1/2" nails in rafter& CHECKED BY: A MINIMUM OF (2) 2xro No-2 or BT SYP (U.O.N.) Note: Fasteners shall be Installed at opposing ends of the wood panel. 24"oc, 7-D 1 Simpson MTS12 7- 10d commons in rafter& plates plates J KH NOTE: 15 ft. N/A 16"oc. N/A 16"oc. N/A 24•ac. THIS STRUCTURE WILL DE CONSTRUCTED Simpson LTA1 12- 10d x 1 1/2" WITH STORM 5HUTTER5 OVER ALL WINDOWS 16 fi. N/A 16"0c. N/A 12"oc N/A is"oc. Simpson PHD8 24- 1/4" x 3" SDS screws H E ET■• AND GLAZED DOORS, ALTERNATE: INSTALL Simpson MGT 22- 10d commons IMPACT RE5I5TANT GLASS AT ALL NOTE:THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25 AND Simpson HTT16 18- 16d com m ons EXTERIOR GLAZED OPENINGS. CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN. 'SHEATHING. EXF'4511RE "G" ETlGLDSEDSimpson HTT22 32- 16d sinkers '-SPF STUD GRADE MAY BE USED ON 8'OR LESS NOMINAL PLATE HC-JGHrS ON SINGLE STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. l �� 0 a � w m � v FTIONAL FRAME ROOF AREAS-SHINGLE ROOFSpan Tables for No.2 SYP Rafters No Ceiling Load-20 psf LL,10psf DL a SIZE 12"ox. 16"O.C. 24"ox. x V-0"'"155,-1" " Span Tables for No.2 SYP Rafters-No Ceiling Joist- with Drywall Ceiling-20 psf LL,15 psf DL SIZE 12"ox. 16"o.c. 24"o.o. � � Ln x - - r- O EXISTING R OF Span Tables for No.2 SYP Ceiling Joist ` J M 20 psf LL,10 psf DL EXISTING G LING � %%MOO UNCHANGED SIZE 12"o.c. 16"o.c. 24"o.c. w UNCHANGED x 20'-1" Z w 3: Span Tables for No.2 SYP Floor Joist O 40 psf LL,10 psf DL a SIZE 12"ox. 16"ox. 24"ox. (� x --Ti^9�--T87uw,-- f57wr--- Roof Framing Notes: • 1. Clip rafters to each bearing point with SST-H2.5A clips up to 10'span. ------ - For greater than 10'span use Simpson LTS12. 2. All ridges and valleys shall be one(1)nominal size larger than adjoining rafters. 3. Nail rafters to ceiling joists with 4-A31"x 3114"nails. • :5AIliraftei Nal rafters to plates with 3-16d common nails. s and ceiling joist shall be No.2 or Bt.SYP. -17 o DO I N tS N C\1 W N Lo F- rY o b � CY) o CY) U) LL X --- z GD W LL X INCS GEILIN • W � > 0 � — w � C7 I d- EXISTING 4 LL -J �- ON UNCHANGEP, ago LO C) 000 -C-0 0 0') 0'), N - — FF CL Li OVEfZ=RAME ONTO �,. I EXISTING ROOF � .`,•�� , �, 777 1 e SME 2XI9 CE ILIN J01-5- 5 4' 2 6 F Ei2 • u�Qa��,,.,. ti 2 CSG. 0 'DSO TOT SCALE THIS DRAWING RELEASE DATE::71 f ---- --- - �. _. _ 12-03-03 REVISION DATE: 00-00-00 DRAWN BY: CF fROOF PLAN CEILINC-3 f=LAN CHECKED BY: JKH SHEET: LAWRENCE mu REMODELING PH 904/262-1434 FAX 904/262-1887 3000-1 H ARTLEY ROAD JACKSONVILLE FL, 32257 I F4 RE � aVAT � aN coFa FmEiriEFv Amm lMC=q'hF9l M 4=CZAALVWIL= IE� a ta ntill �tlrC=�,kMtv At1 � r�ti � E3 =A lFicoiricizol •y p,pPR��E�3�ACH `� C a By: REC' EIVE1) _ __ CITY OF ATI-ANTIC BEACH{ DEC 10 2003 I BY: 2,0 COLUMN TO BE REMOVED fAWRENCE STRUCTURAL SHORING MURR --- -----FPROVIDE ----------------------- I REMODELING I I \_SAWCUT FOR NEW FOOTINGS RE: STRUCT � � I PH 904/262-1434 FAX 904/262-1887 3000-1 HARTLEY ROAD JACKSONVILLE FL 32257 I I I I ' I I I I i I I I I I I ' I I o 10 a I I I I I I I I � I I I I I I I I I I I I I I I I I . I I i I I I I I I I I I I I I I I � b--------- El--- ------- ------t REMOVE ENTIRE WALL DOWN TO SLAB WASHER/DRYER REMOVE ROOF FRAMING W TO BE RELOCATED ABOVE - SHORE AS NEEDED UPSTAIRS REMOVE WINDOWS PREP FOR NEW I i CUT FOR 3068 EXTERIOR DOOR REMOVE WINDOWS PREP REMOVE SINK AND D it REMOVE EXISTING FOR 6068 FRENCH DOORS ALL BASE AND WALL TOILET PREP FOR NEW CABINETRY TYP I STEP I Q REMOVE FLOOR AND WALL R TILE PREP FOR NEW - EMOVE CARPET .... .... ...__ WALLS TO REMAIN THROUGHOUT _ f IT 1 T,_ + Iii I .r. —....X_. RELOC OPENING OVERHEAD DUCTWORK ANDALLOW FOR FRIDGE �IHlII{f REMOVE VINYL. FLOORING REMOVE FLOOR TILE ' AND BASE MOULDING CHASE TO BE REMOVED SEE KIT PLANS °; f t { PREP FOR NEWT+iir SEE PLANS FOR NEW n : ' : ! , ! ! THROUGHOUT BATH DUCT LOCATIONS LL11 dH REMOVE WORKSURFACE 2 REMOVE STOVE AND CABINETRY — — -1 REMOVE SINK AND LAV - SEE PLANS FOR __ - _ L NEW LOCATION . .! L. L..L. CEILING TILES TO REMOVE BIFOLD L. I _L_ ._I_ DOORS AND FRAME BE REMOVED�� L. . I F.P. _ THROUGHOUT REMOVE TILE L_. i FLOOR THROUGHOUT FALSE ROOF BEAM ABOVE TO BE REMOVED ._REMOVE CARPET - THROUGHOUT i r I I REMOVE CARPETI A - 4 F.P. I._. DASHED LINES INDICATE THROUGHOUT I r- 1 BRICK HEARTH - _ ITEMS TO BE REMOVED TO REMAIN UNDISTURBED _fi :.. _.1 1 OR MODIFIED AS NOTED PARTIAL DEMOLITION i i ' ANY WINDOWS, DOORS OF STAIR WALL OR WALLS NOT SPECIFICALLY SEE ELEVATIONS IDENTIFIED FOR DEMO SHALL REMOVE DOOR AND BE LEFT UNDISTURBED FRAME -- PREP FOR NEW WINDOW BOTTOM TREAD 70 . BE REMOVE . . . ' . ' . ' REMOVE DOOR AND FRAME 77 i CUT AND REMOVE CONCRETE CURB WHERE------/ NEW PORCH OCCURS F'§ FIST F'L.430aF9 EXIT® NG/aEnR P'L.AN AM 11 00 tAWRENCE MtIRR REMODELING PH 904/262-1434 FAX 904/262-1887 3000-1 HARTLEY ROAD CACKSONVILLE FL 32257 EXIST WINDOWS REMAIN UNDISTURBED REMOVED 1/4u PANELING ALONG THIS WALL MASTER BEDROOM SKIM WALL AS NEEDED PREP FOR PAINT WOOD DECK MASTER BATH REMAINS UNDISTURBED MASTER BATH A,,,. REMOVE AND REUSE n !EXISTING BIFOLD ( f-� • oo atio DASHED LINES INDICATE WALLS TO BE REMOVED SHORE ROOF FRAMING AS NEEDED I I ; REMOVE AND STORE ROOF OVER EXISTING PER OWNER LAUNDRY TO BE REMOVED -- VERIFY INTEGRITY OF WALL la ,� FRAMING FOR NEW SECOND FLOOR l iia REMOVE �I FLOOR TILE TUB DASHED LINES INDICATE REMAINS ITEMS TO BE REMOVED REMOVE PLUMBING ��i�/ OR MODIFIED AS NOTED FIXTURES PREP FOR NEW =�" !� ANY WINDOWS, DOORS � OR WALLS NOT SPECIFICALLY EXISTING DOOR IDENTIFIED FOR DEMO SHALL REMAINS UNDISTURBED BE LEFT UNDISTURBED REMOVE AND REPLACE SHOWER TRIM KIT & VALVE (THRU CLOSET) � E�aN D FL.�OC� R EXS �TS SVG/S� EMC� PLAN A707 SCALE: 7 /4" FLASH BENEATH EXISTING SIDING AND OVER NEW ROOFING 26 LEDGER 30 YR. ARCH SHINGLE LAG INTO EXISTING OVER 30# FELT STUIDS - PROVIDE OVER 1/2" CDX� 51M 22'-11 34" / IPSON HANGERS FOR _ 26 ROOF JOISTS Zx6 ® 1�, o.c• LAWUNCE \z.-- O O _ 2x4 SOFFIT FRAMING EXISTING EXTERIOR MtIRR TO6POST FINISH PAINT WALIL FRAMING REMODELING PH 904/262.-1434 FAX 904/262-1887 j 3000-1 HARTLFY ROAD JACKSONVILLE FL 32257 NEW CONCRETE SLAB RECREATION ROOM EXISTING STRORAGE WITH MONOLITHIC FOOTINGS RE: STRUCT 6" CONC. SLAB OVERPOUR-CONTRACTOR VERIFY TO MATCH O COMPACTED FILL OVER EXISTING DINING UNDISTURBED EARTH FLOOR HEIGHT RE: STRUCT T.O. SLAB 1" BELOW • •. q • i..•...� + INTERIOR FLOOR SLAB 4 a : T.O. LOW SLAB2O EXISTING 4 , I I- I I I ISI I I �I I I'-'.'-- d • 611'7I EXISTING FOOTINGS C 0 CD H.W. 0 AA SECTION L7ETA� L. THFRU PORCH ❑ MUD ROOM EXIST A/C UNITS THESE WINDOWS MULLED F INTO ONE PIECE ------------ © NEW TOILET — - — — — — — PER OWNER FRAME WALL AT = • REMOVED DOOR _. . DN i I I in !i NEW LAV fr. PER OWNER I . i I I Ii . v I, - j DOOR SCHEDULE NEW STORAGE - - - -- I SHELVING TAG MANUFACTURER MODEL NUMBER OR TYPE JAMB THICKNESS SIZE © PER OWNER I A❑ N/A SOLID CORE 6 PANEL 4-9/16" 1-3/8" 2868 ❑ 0 N/A SOLID CORE 6 PANEL 4-9/16" 1-3/8" 2868 i III C / / 1-316A /N SO)LID CORE PANELED BIFOLD 4-9 8 3068 B.F. ❑ NEW DROP FOR RECESSED PANEL CC89 ///--DUCTWORK OVERHEAD ❑D THERMATRU M/(2) CC2160SL SIDELITES 6-9/1 6" 1-3/8" 3068 0 2 PANEL HALF LITE 0 (7, PANEL ACCESS TO ODL 6-9 16 1-3 8 3068 0 CLASSIC 684 / / UNDER57AIR - ❑ DUTCH DOOR 2868 — — EQ EQ EQ EQ ❑ OUTSWING PATIO DOOR 6068 WINDOW SCHEDULE AA DN-- TAG MANUFACTURER MODEL NUMBER 102 PELLA PLCDH 3357 O PLCDH 3353 Lo r° ' O PLCDH 2553 FIXED, TEMPERED FRONT PORCH SLAB O PLCCM 2135 5O PLCDH 2959 -- TEMPERED ❑ ❑ ❑ ❑ AA 102 F� NST �F'�aa F� N P LAN A 7 02 SC=AL.IF.: 7 /4rr �° 5 . LAWRENCE MtIRR REMODELING PH 904/262-1434 FAX 904/262-1887 3000-1 HARTLEY ROAD JACKSONVILLE FL 32257 MASTER BEDROOM WOOD DECK CLOSET REUSE TING 4' BIFOLD 0 .- CD W D � a i A j G7 O a mt wo ❑, 30 88 � c� re ¢ LOCATE WALL ABOVE TD EXISTING FOOTING BELOW � E�aN � F'■..�aR N P�..�AN A 7 03 tAWRENCE ...................................... ..................------------- --I u a--T— u u u u u u fl 0 u u u u u u a I MURR PH 904/262-1434 FAX 904/262-1887 / \ ---- 3000-1 HARTLEY ROAD - JACKSONVILLE FL 32.257 � Li I i I _.1._ 1 T �. --- 1 1 L..I-I- I. _.. _. . I 1 1 L..r: I I I _ - -- - r 1 _ - i L' i I ........ SCALE: 7 IAM 99 Li L== 1 ,...I 1. \ -- - NaFWTH EL.EV,�T1aN - EWIlaT1 NG A 7 04 rCALE� 7 /4•" r I p i \ Y I, i i I 'i t . LAWRENCE l,_ ll ll .. . .. . .. '1 1 f, :�` !111 II 1: 1!111 : : I�' :i 11 Jallil .1-11�1i_h._�l_. �1ll 111111 I! II i ' �11.1L]z�r ....' ;. .. .. .; .. � ,1 ., L II 1>�; r,:' 11.1 L� 1 1 1 1 � u �� 11 L a :i.� 1.11.['11111 111111 1 �� 1: �,.1`.l ; i �,....,., 1....1.11 ll1i ,. :! ,I .I .: Ii .! 11.1111.1_ .,1: ;;I1 1_i�lll _11.111..1111 II 1.1 lil!.1 I111I III�II 111l`ltz ,-- I REMODELING u �11 i - 4 r4 --- -- -_ - -- - PH 904/262-1434 - - FAX 904/262-1887 _ ... — --- - 3000-1 HARTLEY ROAD JACKSONVILLE FL 32257 ,. I: ,.._1 Li Li I TL I t 'r [f-CI jTI[it''tC � 1y . �. 1 pl Ell T� rrL [ - t I l_ .l._11_ll11 _ L 1 MtjRR 11. 11 111 111__1111,1 - -- . . Ll 1 \ L 1 i Ll L I ........... . . I.. . I - ----- - - - - T ,-I--- ----- -- -- EAST E L EVAT I O N - N ` SCALE: 7 /4" i' I I I .I ,I 1111 11L�JL1ll1_'L111 y �1I III 1: '! Ii 11 1 ..11.�LJa �. iii IIIiI� I �111 ! 1 , ,ter 1 ;.111 1L� J l t l..l V I I I 11. 111.111 a 1 11111' 11 ILf tl : j 1 1 11 i.i ii.11.JJ L ;:1! I l .. I': 1 1JJ�ll ; rl �-f 1! ,: II ll �. !l �..� !i_lLLl I1 .I�II 1I 11L� 1 ,1LJi L,Ll I_I I Ll L�II Li I.JI I Ll .r .. LI 111. 111 1 `�II ,I'. 11 y F;-I 11 _ -- - -- l 1 I ' ll - - _.... 1 _ 1. .. 1 - -771 111 11 1 y1 11 L I u 7 7i 1 lll�l� - - - -- ' 1 r 11 1r 11.1 :I u._ 11 I X11 1111 11 L ' + { L-1 L _ I f _ I -- - -- _._..._... .._..�. ---- ----._.. �VaRTH EL.EVAT� � N - N A 7 OS SCALE: I /4" --------- ----------- tAWRIENCE . . . . . . . . . . . . _ . . . . . . . . . . . . . . _ . . . I I MUR _" . . . . . . . . :" REMODELING . . . . . . . _ • • . . . • •"• PH 904/262-1434 _..:..... .".". •: . FAX 904/262-1887 3000-1 HARTLEY ROAD . . . . . _ JACKSONVILLE EL 32257 I . . . . . - - - . . . . . . . . . . . . . - - _ . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . _ . . . . . . . . . _ . . . . . . . . . . b---- - ----------------- : . . .... :• :-:-:• • •:... :. -------------------------- I =j I I i I I e I I I I I I - I I I - - F.P. 1, FINISH LEGEND F.P. -- -- -- - - - - - - - -- - - - VCT TILE IT— ENG. WOOD ❑ FINISHED CONCRETE CERAMIC TILE Ea CARPET & PAD ❑ ❑ ❑ ❑ FI l FRET F L[]100M FI l N l S H P LAN Aft , 06 SiC�AL.Ey /4.. Sao �- - Sfi. ----------- LAWRENCE MtIRR REMODELING FH 904/262-1434 FAX 904/262-1887 3000-1 HARTLEY ROAD JACKSONVILLE FL 32257 CLOSET O " i c � 0 o CARPET IN MASTER N.I.C. OWNER TO DECIDE FINISH LEGEND 1777711 VCT TILE - ENG. WOOD �° ❑ FINISHED CONCRETE CERAMIC TILE CARPET & PAD S■ E�� N A F'L.�.aC� R 1=1 N ISM FmLAN 1%4MAL..E- 7 /4" P ----------------- tAWRENCE AV ` MtIRR � _ _ � - REMODELING 1 PH 904/262-1434 I FAX 904/262-1887 3000-1 HARTLEY ROAD oo I JACKSONVILLE FL 32257 1 _-_- --------------- ------ H.W. 1 0 LIGHT SWITCH ` $ D D' INDICATES DIMMER' SWITCH LOCATI N FOR UNDERCABINEf i LIGHTING THIS AREA i - WALL MOUNTED FIXTUFRE `\ SURFACE MOUNTED FI;IXTURE ---LF_ f RECESSED CAN FIXTURE LOCATE OUTLETS AS - - AND4KI CEHENNAREA I F.P. \ 1 � LIGHT WITH FAN BALLAST I 00 O FLOURESCENT FIXTURE F P O FLOOR RECEPTACLE r- - -� WALL RECEPTACLE / 'R' INDICATES FIXTURZES - �- WHICH ARE TO BE REMOVED NF / 'NF' INDICATES INSTALILATION OF NEW FIXTURE 00Y $n0 F'I RST F'L400431R ELE4=TRll IL BCH EMATm � A 7 O8 SCALE: 'I /4" -2-d `_ � LAWRENCE MURR REMODELING PH 904/262-1434 FAX 904/262-1887 3000-1 HARTLEY ROAD JACKSONVILLE FL 32757 CLOSET ® LIGHT SWITCH D 'D' INDICATES DIMMER Oi WALL MOUNTED FIXTURE SURFACE MOUNTED FIXTURE i i i RECESSED CAN FIXTURE :QE 174N LIGHT WITH FAN BALLAST FLOURESCENT FIXTURE O • FLOOR RECEPTACLE Q WALL RECEPTACLE -O 'R' INDICATES FIXTURES R WHICH ARE TO BE REMOVED NF 'NF' INDICATES INSTALLATION OF NEW FIXTURE ONLY SE�aN � FL�iJF� EL.E�TR � �AL SAH EMAT� � A 7 09 LAWRENCE MURR REMODELING PH vwrzaz-wri no4eaaiss7 . ivarin ROADu�er.,rvviuE FL vzn McCawley Residence RENOVATION FOR PETER FRO M4=CAft"FLWK�= 320 5th Street , Atlantic E 3eacF� JacKsonvi � ie , Florida Sao i t w 1 ;11 - 1 6AI?i{`-fr_-T j2jrt.f•cr ]c; G/�rlt7vW I r5, tea , VVV--"?,~ T 7777, i ' t 1 n - :Cio 5 41t 5TUo WA 4 LS IT i .. r a £K� olj 4L7 Eik?a .. l .. �X - Y. 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LA RENCE R E C� E I VE E) CITY OF Al-LAN'i IC BEACH RL111 1-1'NG & 7-ONiNG SEP 10 2004 BY LAVVRENCE MURR, INC. 3000- 1 HARTLEY ROAD JACKSONVILLE, EL 3225 PH: 904-262- 1434 FX: 904-262- 1887 Mk'-jRR4,, EDGE OF ASPHALT FILE C 5TH STREET CONSTRUCTION TRAFFIC ENTRY AT EXISTING DRIVE -- SLAB - REFER TO CERTIFIED UNDATION CORNE SURVEY FOR EXISTING - ra T SURVEY , F. SIDEWALK AS WORDED I PLAT rook 5, PArm 69, of ITHE cu�NT pu,�zrc wo_RDS - _ A Off° ''AL ouNTy', .�''1',t'�,�IDA. PROPERTY LINE `IFF ` AT CORNER - REFER 4Q` I IRLIG' IORT OP WA1Y �` djj TO CERTIFIED SURVEY �UT"t w ,� P' TPII LH;F, DI P � �2��R .. t�Y IJI�'�'CrRIC LIIMA �(fO0 !�' 1'L 1� ri _. ,... . MIXo .. 10 —CABLE RISER � 0 1 �• Ij7.' •,firt7NC �^.t' .'S`1L► 'i}dL1 '• ,s':.'. ... LS R o W y� � �Nl� f�' RSBrt .0 LAr'jf �,f. t' ' 50AO' PL.I ) (r a.aa' I BUIL CK LINE i O CAP �Pl } VETSR L"t °04� Y TO pis I 1 DUMPSTER LOCATION AND Z.q rpNCR,7Td' r'� r t, _ a a =8 12 8/12-- DURING MATERIALS STORAGE d y •T / J v� , CONSTRUCTION �y$l�O �. .. I "' c ' 8/12 :1 / � r,� :I s"L'GI YL" A RATL "moi 11 1 r� �r r rLOPE DURING CONSTRUCTION s INSTALL EROSION CONTROL FENCE F s+.a" NOTE: REVISION CLOUD INDICATES f r yr AROUND PERIMETER OF WORKSITE ' '� PRE- EXISTING HOUSE AND DRIVE rf �; r r r r �PERIME`TER LENGTH: 485' a � I r' WHICH HAVE BEEN DEMOLISHED CONTAINED AREA: 14,000 S.F. r T r 1r�f is X3:1P & TWO S7'Uf F:i?am_p � RESIDENCE 32� CONCH' f.(3' 0p'lWOOD � ag co k�1.J�N �'A)r I Tri ^� h. • jj// r1r rs r� a�.7y rte„ rko ,$:,�_ ... r -"`':.. „^_.._.�"" ..• (.. N .* �f�d if � "' �..� .... ,. • , 1 � a:. � .. r��+ . '�'-'" , ;.':..'.,.0'CINCR,��`�.•DR7•V'.�WAY ... � "I ,e: 1 1 F"I.rzO �# R gra DECK '~` if SLOPE* 4' WOOD RENCE CONC. DRIVEWAY 0.7' PROVIDE CONTROL {r `rr '66/12 6/12 Copy s' WOOD JOINTS AS REQUIRED � � - 4 G FENCE APPROX. 1745 S.F. WOOS m — 8"47'50" PIPS' (Nt0 CRF') q� � `D ;n 3' FOOD 6' WOOD "ACM L.tJ. 6709"FOUND 1'12" (foo. (F .•1') 'F'ENCI f F'BNG13' z a antic Be 0,6' 5 00. (SO.50 P.LA'T) ✓ I Planning LLJ yandof AZloning Department ach (5fl.t�' F'L.,tT) {. X0.19' X1..2' o a --•----••.•- �; � - -•• ----- This approval verifies oom Nance with ap ticable FENCE � _ 1.5� 0-d 4' WOOD 4' WOOD t- R 14'- zoning, subdivision and other local land ENCROACHES � fYCJOt7 ]PENCE `�irNr~ROACfLSS develapmant regulations, but does not constitute Q 2 IsNCROACHES O,g * approval for the Issuance of permits. Compliance j F'ENCr'M" LOT 8 LOT E SLOPE with Florida Building Code and all other applicable LOT f 2 LOT tO f I local, State and Federal permitting requirements i r must be verified byy signature of the City ofAuantic r :.' r •., Beach BuildingCifiolal prtar to the Issuance at a NOTES' 1 �'X`R�'BiY VERrlt'Y 1'0.n ��ING I) THIS IS A BOUNDARY SUItY.��"1 �@T'�ft_Y._3tr� ti � I Building 2) �tLt. ANCLIs'�" .a.ur� 171ST,AhCIjS SIIaN ARE F°tF1 G 8 Id nq Permit ftkw- J(L'4SU"D UNLESS NO1'$D Q7*HE.RW1SVLLJ Q. NRC, AT►p ed� � 6Ye man r PT1CSRC1PRT` .3PPIs'A2t TC? LIE IN F'LftO,� 2QI; �?af6:- "Z*' PITCH IS SNE ARRA OUTSIDE 7`HE Sl7(} YEAR TRAr TIHIS SURVEY MEETS 'rHE 411N1k7J1• rECXNrr~AL r FLOOD BY FLOOD MAPS RRVIS`ED APIUL 1'd. 1980, STAND�f1,MS Aa' SST FORTH BY 'PHR FLORIDA BOARD Gtl.i<tidUN�"I'Y P4-NEL Na. 7,ZQ075 rJPGi D, OF S'UFtVYSYQRS AND 1(AF'P�'RS, AUR5udN7' 9`l) Sx�1C7'IaN ::�:..:,.. . ....... .. 4) O BUILDING AP87`Rlt°T.IOhI LINA.' .OY PLAT. ,17ZO27' FLORIDA S7AY't:ITS,S AND CHAPTER h1C17�-8 FLUR113AA AD1fINISTItA?IpN GONE. SQUARE FOOT CALCULATIONS: � _.� .. w RE A JOWRIDA j�r¢1��p�r��R Nn.ss6s _ SLOPE — HOUSE FIRST FLOOR: 1892 S.F. J � ... ASSOCIATES INC. DATR, APRIL BUILDING SETBACK LINE .� — HOUSE SECOND FLOOR: 1751 S.F. — N GARAGE FOOTPRINT: 625 S.F. 'd�JP1Y 1 i 1�A ' ' I SCALY 1., 2v' _ 0 � UNL4ESS la AXAP3 rN.g SICN1t'Ult 1 AND r O IV w FOUN TION (� o r� !r 4rxn l�val�, UNIT4 c z BONUS ROOM FLOOR: 380 S.F. Ja�nsaNvrrxX. frOlDa Y 07 rsssa ss.�t, n n r~LaRlpa z1c�Nsn s R!� R (908) 7sr-67F!? ,��'rFii IS M�N'.�C r5 tGl lriFOltltt7lONAL rCIR1xJ�5bS LSI CD Cn 79 7 Z- > -Z:) N 2 *NOTE: PROVIDE A 10'-0" GRADED SKIRT WITH A Z < :� CD I -"` MINIMUM 2% SLOPE AT THE PERIMETER OF HOUSE Q � � AND GARAGE FOR DRAINAGE cti R E F E 0 - Q = � QD < = f� Z I L� Iw p � d APPROVED 0— C]- r-) •d O CITY OF ATLANTIC BEACH BUILDING OFFICE DRAWING: 6t�' 17 2004 N SURVEY & SITE PLAN DATE: 08-20-04 CERTIFIED SURVEY - COPY SITE PLAN CONSTRUCTION MITIGATION PLAN SCALE: SCALE. 1 :20 SCALE: 3/32A - 00r vacs 5A -}r - LAWRIENCE MUR.1 f LAWRENCE MURK, INC. 3000- 1 HARTLEY ROAD JACKSONVILLE, FL 32257 PH: 904-262- 1434 FX: 904-262-- 1887 5th STREET 5th STREET SIDEWALK SIDEWALK 10 Q i 0 N ' 4 2 8 1 fi eEXTEINE - --__ EXTERIOR ZONE Imm R ZONE INTERIOR ZONE \ - ---- Q RIVEWAY .._ -_ -- _ 5 - 7 l ` �I 1 13 h r- } Y I II j; 39 - 38 - {._.. 14 -- _ L \ V I 1 =--___-- _ _ - : --. TAG SPECIES ZONE D.B.H. REMOVE 1 16 2 ALM EXTER 15" 37 3 PALM INTER 15 36 — 4 PALM E Rl 12 5 PALM INTER 8 X 6 PALM EXTER 12 7 PALM INTER 12w X 8 PALM EXTER 11 9 PALM EXTER 12 10 PALM EXTER 13 IL�.JI 11 PALM INTER 14 X 34 35 ` 12 PALM INTER 14 X 13 PALM INTER 14 X 14 1 PALM INTER 15 X 15 PALM INTER 15 X 42 16 1 OAK INTER 33 41 17 1 PALM INTER 12 18 PALM INTER 14 19 PALM EXTER 1 13 20 PALM EXTER 1 10 21 PALM EXTfR 1 10 32 \` 17 22 PALM EXTER 14 20 3 PALM EXTER 14 _ 24 PALM E ERI 13 43 25 PALM EXTER 1 13" � ^ � 26 PALM EXTER 12 ISI PALM EXTE 27 R 1 10 19 28 PALM E ERI 12 29 PALM EXTER B INTERIOR ZONE 30 PALM INTER 8 X EXTERIOR ZONE 31 CEDAR EXTER 6 x 3L PALM INTER 10 X 33 PALM EXTER 10 w 31 21 34 PALM EXTER 11 � ^ p J � PALM INTER 12 X E� N PALM EXTER 10" ��JI CD PALM INTER 15 X U 22 PALM EXTER 14 X � 1 N 29 39 1 PALM INTER 13 w �- PALM EXTER 13 cn 23 PALM INTER 10 _ 42 PALM INTER 9 Z Q 24- 43 PALM INTER 9 X F--: w in 7'-6" 0- Z 27 26 25 � _ iD- Ln Z N = LiN � DRAWING: EXISTING LANDSCAPE & TREE REMOVAL PLAN DATE: 08-20-04 SCALE: 3/32 A - 0 00 ® 5 3 ZO LAWREN.. CE LAWRENCE MURK, INC. 3000- 1 HARTLEY ROAD JACKSONVILLE, EL 32257 PH: 904-262- 1434 T.O.RIDGE FX: 904-262- 1887 u 1 � 1. 111 11 u. 1!;1 _ u 11. wli 40 YEAR ARCHITECTURAL SHINGLES T.D.PLATE - HARDI-PLANK -- OR LIKE COMPOSITE - LAP SIDING R -.._. 00 -- _ - f -- LLLJ1 00 N _._ 10-FLOOR � T.D.PLATE MASONRY CHMNEY - IE T.D.SLAB .................. . CONC. PIERS WITH BRICK VENEER; LD.MEAN GRADE STREET ELEVATION - NORTH T.D.RIDGE Ir I IT II III 40 YEAR - ARCHITECTURAL --" " SHINGLES — _. .. _ .. _. T.O.PLATE --' HARDI-PLANK ll, OR LIKE COMPOSITE -.. LAP SIDING co 00 CN _ -___- ----- - T.D.FLOOR � OCTAGONAL WINDOW `W rr7 PER OWNER _-- T.D.PLATE p p rr] ISI [V Q CV U � _ ... J - - - LTJ C] N O U U Ln 00 � W Z CI- SQUARE COLUMNS = cr L Z PAINT TO FINISH W T.D.SLAB W1,__ O Q Z W CV xa PIEFIRS 7 7 7 7 7 7 7 <' R' •r' ".^ '�"`,{ ' '`rZ r °� (` ` r 'x *x" CONC. <^ x r x' <x kX"°> r ti •' Y x kik WITH BRICI4( VENEER T.O.MEAN GRADE Ilk DRAWING: Ir ELEVATIONS TOP HINGE OPERABLE SUNSCREENS DATE: 08-20-04 SIDE ELEVATION WEST SCALE: 1 /4 A - 001 520 LAWRIENCE LAWRENCE VURR, INC. 3000- 1 HARTLEY ROAD Li Ll Ll L Lj L11 JACKSONVILLE, FL 32257 T.D.RIDGE PH: 904-262- 1434 z. FX: 904-262- 1887 ll 11 I. ILL 1l. L1 11 ll.. Tff]'f 11.11 LL ll L� I i1 11I 1.. li..l ..l i Il L 11 11 l L L�_l 1�-11 1 1. 1 , :l 1; 1L 11__ 1 L_� 1 L: 11 l�Jl' 1 [ L1 I1 _ 1 II Il. 1 11 11. l.I i !L. ,' 1L�iL�i l�Ll I 1i 1 W i 1,. a L1L1 LI �`_u_ L ll I�Ll1 111I � l LtL 1ll1 li L' � I11 1� .4� J lli,l I U 1L II II J1 11_U L �[ _ ll 11, E 11 11 Ll. ll r � I� ll 11 L1 11 Ll 1 !li11� � 1 L 11 J1.1 j... L111 l:__ ll - I T.D.PLATE i LIL, I I ll l._ a 00 Ln U=J1 N µ { T.D.FLOOR � i I I I I u L _.11 _ ll L f .11 ll 11,. 1 il __. I I i I I l i Ir 1 1 U. 1 L11� ll Ll L �.. .1 — -- - - _ _...-._.- -_ T.D.PLATE --- CI _ II - — T.D.SLAB T.D.MEAN GRADE REAR ELEVATION - SOUTH T.D.RIDGE -z- - - - - -... UL MDSEuNE - - - 7 — T.p.PLATE 1• 40yr ARCH - Ll '�11 r' cn SHINGLES TYP _ _. _ — — ...... trZ - ,' Q LLJ l� 1I - 1._.L�i ai.1 �I �.1 - - 1L1 / HARDIPLANK a L11i .�. L � co 11.. I OR LIKE I 1 � I �_ La l� 11.1- I� 00 ,1LI COMPOSITE SIDING Ll hIl!_11.1 1. � - CN T.G.FLOOR M I II I I I I i il L -- T.D.PATE N o 11 Ill. 1c� r -- - -- — — L T-1 T.O.PATE N - —- r ;7 — _ Ir _ ... m� — w p _... _......—.._ - cn - - =D _ 0 U Z _ i 1 I r ILL-] ----_ � C!1 r -- - - o l �r' - _ - Q = U t :fit - Q, LjLj- s � -.._._ _I T.D.SAB _ Z W CV Ir - - _ TJLUF WALL z-r. - r r: r. . '. 1: .. _ DRAWING: N GRADE r TT -rte - .-s r_- r. T.A.MEAN GRADE ly ELEVATIONS T. PREMANUFACTURED GARAGE DOOR DATE: 08-20-04 MURf GARAGE ELEVATION NORTH SIDE ELEVATION --- EAST SCALE: 1499 A - 001 ® 5 - 320 57h SJ- F LAwRE NCE MURfZ46., LAWRENCE MURR, INC. 54'-0" 3000- 1 HARTLEY ROAD JACKSONVILLE, EL 32257 PH: 904-262- 1434 30'-0" 24'-0" EX: 904-262- 1887 3'_6" 6'-11 3/8" N Ell] 1 3050 D.H. N -1" I a � I 3050 D.H. - _.._..— --C-ENTER STAIR �....-.— _ COVERED POIRCH00 SECOND Fl MDR M DEN GUEST BEDROOM 3050 D H _._ 34�n D.H. - cn — — — — — —— — — a tz _ 070 I o G 5 ENTRY OR i LINE OF SOFFIT 3068 3068 _ 2668 1/2 BATH OVERHEAD-& 3'-7" SHWR '�' TWO STORY o m FOYER ao = I GUEST BATH 00 M I HANDHELD TT RECREATION ROOM 'i 3068 UP 2868 SHOWER HEAD N B.F. I SEAT COVEREU 00 - - - - - - ----- - - - - 0 3068 Vr- a_ F PANTRY N _ 3'-10" Lo - 00 � 00— N O N 00 �t7 I Q o � I Z 2 LT m 3050 D.H. 3050 D.H. FAMILY ROOM ..� 0 J ®0 _ --- ru MASONRY o 00 O F.P. ---- KITCHEN ""o lk 6X6 COLUMN a RE: STUCTURAL F_ - -1 o i D.W. I o o -- Q = = = = = _ _ ❑ _ _ _ _ _ _ _ CASL 2636 CASE MYSTIC'S PLACE DOG-ACCESS IN DOOR p p _ 306 _ DINING ROOM 0 30fi8 NOTE: - - - - B.F. WINDOWS ARE DESIGNATED AS FOLLOWS: _._14'--- --.._ GMYSTIC'SOODIES 5360 DH - - - "' THIS DENOTES A WINDOW WITH A WIDTH OF 5'-3" AND A HEIGHT OF 6'-O" 3060 D.H. 3060 D.H. 3060 D.H. 3060 D.H. DH INDICATES A DOUBLE HUNG WINDOW 4'-11 1/2" T� THIS DENOTES TEMPERED GLAZING E THIS DENOTES AN EGRESS WINDOW WHICH MEETS IRC 2000 EGRESS REQUIREMENTS N Q r� OS -SMOKE DETECTOR U U 8'-0" 19'-2" 10'-10" 24'-0" w © LL. N — O O U m: a 62'-0" m � z w 2 w (V I-_ DRAWING: FIRST FLOOR PLAN DATE: 08-20-04 SCALE: 1 ,4,E A — 10 a ,I� LAWRENCE mum KFAAOL)II-1 ]N( LAWRENCE MURK, INC. 3000-1 HARTLEY ROAD JACKSONVILLE, FL 32257 PH: 904-262- 1434 FX: 904-262- 1887 cn 777 24'-0" C) 12'-11" 3050 DH C) I 3050 DH c' C) ao BEDROOM #1 00 a CV BEDROOM #2 I 3050 DH 3050 DH 2036 DH FIXED TRANSOM WINDOW _ 8'-5" i o' N " 2668 ` 2 -8 OPEN TO 606 8F " o a FOYER BELOW 4 -4 3/4 N ,� 6068 BF N " 2'-0 ^ - e • 2'-9" o I I m MSTR S I I BATH O n W.I.C. I W D 3'-6" �, 2668 Ln BATH #1 Ln MASTED' BEDROOM I I -0" � 4 I 6068 BF o I I o m � cn P I I I n ca in o BATH #2 loo co ■ cn N - 3068 BF 2868 e 0D 2668 ^� N S L: % 3050 DH 3050 DH 2040 FIXED '-2 1/2 1,4'-5" 7'-0" 5'-9" 4'_2° 8'-1 1/2' CV ISI C? L C) BEDROOM #3 6068 BF 6068 BF BEDROOM #4 cD i o I o sk 3050 DH pp ^ pp u 13'-10" 2'-0" 2'--0" 15'-8" NOTE: WINDOWS ARE DESIGNATED AS FOLLOWS: 34'-10" [E 5360 DH THIS DENOTES A WINDOW WITH A WIDTH OF 5'-3" AND A HEIGHT OF 6'-0" w r� DH DENOTES A DOUBLE HUNG WINDOW p p N T❑ THIS DENOTES TEMPERED GLAZING IL-�.- I�I cy THIS DENOTES AN EGRESS WINDOW WHICH MEETS IIRC 2000 EGRESS REQUIREMENTS J O-SMOKE DETECTORw Ln ::D cr- C7 C] U _ ? w � p c~ m 0- < = L) F- LnZ w = w o �-- M Q DRAWING: SECOND FLOOR PLAN .� DATE: 07-07-04 SCALE: 1 /4„ A - 101 v LAwR. IENCL MURI Y LAWRENCE MURR, INC. 14'-7" 3000- 1 HARTLEY ROAD R3Q INSULATION JACKSONVILLE, FL 32257 3050 DH 3050 DH ROOF TRUSS F PH: 904-262- 1434 f - - ` - SEE STRUCTURAL I I FX: 904-262- 1887 HANDRAIL MUST BE CONTINUOUS 30 YR ARCH I I FOR THE FULL LENGTH OF THE STAIRS SHINGLES OVER 1/2" EXTERIOR PLYWOOD - T.O. PLATE REFER TO ENGINEERING I GARAGE WALLS BELOW 1 X FASCIA W PAINT TO FINISHaw I o � I d PLYWOOD SOFFIT I ccol co y WITH CONTINUOS I120 SOFFIT VENT 'D 9'l I o BONUS ROOM HANDRAIL MUST TERMINATE I OVER GARAGE AT WALL OR NEWEL POST 2x6 STUD FRAMING W/R19 BATT INSUL EACH STUD CAVITY TYP o 11 MIN01 `" I RUN CD WATERPROOF MEMBRANE a' STAIRWAY MAY NOT ('HOUSE WRAP') BE LESS THAN 36" IN WIDTH 1/2" EXT CDX I SHEAR PANELS I COMPOSITE LAP SIDING PAINTED INTERIOR WALL FINISH- TO FINISH 1/2" DRYWALL U.N.O. I I I I STAIR DIMENSION DETAIL - TYPICAL I SCALE: 3/4" IL 3050 DH 3050 DH 3/4" T&G FLOORING T.Q. FLOOR GLUED & SCREWED SILL INSULATION CONTINUOUS AT ALL EXTERIOR WALLS OPEN WEB FLOOR JOISTS SEE STRUCTURAL T.O. PLATE R30 INSULATION _ NUS ROOM PLAN ATTIC TRUSSES SCALE: 1 /4" RE: STRUCTURAL BONUS ROOM ABOVE 30 YR ARCH SHINGLES OVER 1/2" EXTERIOR PLYWOOD - T,0. PLATE REFER TO ENGINEERING 1 X FASCIA PAINT TO FINISH (2) LAYERS 1/2" 4'-0" 16-0 4'-0" TYPE 'X' GYP BOARD PLYWOOD SOFFIT _ _ _ WITH CONTINUOS r SOFFIT VENT COMPOSITE LAP I I SIDING PAINTED TO FINISH I I I I I 2x6 STUD FRAMING I W/R19 BATT INSUL EACH STUD CAVITY TYP GARAGE INTERIOR I I of i 16' OVERHEAD GARAGE DOOR WATERPROOF MEMBRANE INTERIOR WALL FINISH- HOUSE WRAP' SILL INSULATION BENEATH 1/2" DRYWALL U.N.Q. o L - ' - ( ) TREATED PLATE - EXPANSION BOARD AT , -- - - - - - - - p CONTINUOUS AT ALL SLAB PERIMETER CONT, N L�u—ll GARAGE 1/2" EXT CDX EXTERIOR WALLS SHEAR PANELS 4" CONC. SLAB METAL FLASHING STRIP RE: STRUCTURAL COMPOSITE LAP CONTINUOUS T.O. SLAB INTERIOR WALL FINISH- POLYETHYL VAPOR BARRIER r SIDING PAINTED --a �� a ° AND TERMITE TREATMENT � � w � TO FINISH 1/2 DRYWALL U.N.O. a a � zw p J r10 C) � LL�u- J 3: Cv BRICK VENEER I I=I I I—I I I=I I I—I II�I� o = V SILL INSULATION BENEATH _=IIIIIT=1 TREATED COMPACTED FILL z c TREATED PLATE - I ISI I I=I I I= I I-I m m CONTINUOUS AT ALL EXPANSION BOARD AT — Q z z C 11 J CMU STEMWALL � �I -I I � - �, �, ,�, SLAB PERIMETER CONT. ,� � L� EXTERIOR WALLS RE:STRUCTURAL m Q z Q 3'-6" cn I I-1 I ISI 11=� w 4" CONC. SLAB T.O. STEMWALL I=�� W < (2) COURSES CMU = - — a o a � O U U STEMWALL RE:STRUCTURAL RE: STRUCTURAL SLOPE GRADE FOR I —II—II—� o o = W DRAINAGE ALL Lo I T.O. MEAN GRADE >_ O � m CONDITIONS TYP I I=1 11=1 I I=1 I I� z U SLOPE GRADE FOR POLYETHYL VAPOR BARRIER DRAINAGE ALL e 4 °. AND TERMITE TREATMEN ° Q _ Q ~ ~ CONDITIONS TYP a a T.O. MEAN GRADE ° =I I =III= CONC. FOOTING 4 ° =_—__ SEE STRUCTURAL 24'-0" w � O .� =III=III;III- TREATED COMPACTED FILL 4 Q CONC. FOOTING -'I I_ - I— I �� DGARAGE/BONUS SEE STRUCTURAL ROOM PLAN i I MISC. DETAILS DATE: 08-20-04 GARAGE TYPICAL WALL SECTION _ MAIN HOUSE TYPICAL WALL SECTION GARAGE PLAN SCALE: SCALE: 3/4" SCALE: 3/4" SCALE: 1 /4" AS NOTED A - 10 2 I� . I LAwR, ENCE MU. Rf LAWRENCE MURK, INC. 3000-1 HARTLEY ROAD JACKSONVILLE, FL 32257 PH: 904-262_1434 FX: 904-262- 1887 F111 Ll --T__ C❑-J c� C) 7o / I � ,rte. MP w 0:0-1 ELECTRICAL LEGEND 1 110V DUPLEX RCPT.. G) PUSH BUTTON I 1138 NUMBER INDIG. HGT. A.F.F. C000 CHIMES f110v 1 SIDE SWITCHED Q SPEAKER i -- �• ( � ) WEATHER PROOF OUTLET IS INTERCOM STATION ®P INTERCOM PANEL 110 FLOOR OUTLET IP _ I �p 110v OUTLET ON GROUND VOLUME CONTROL IIHim 1iGFi FAULT CIRCUIT O CON 220v OUTLET TWO WAY SWITCH / �i) ( , CDOGARAGE DOOR OPENER �3 THREE WAY SWITCH n I�u_ll Q� 4 - ` IID DEDICATED OUTLET FOUR WAY SWITCH O JUNCTION BOX �D SWITCH w/ DIMMER EXHAUST FAN J SWITCH IN DOOR JAM _ II EXHAUST FANLIGHT P IL�JI _ � O CEILING FAN PRE—WIRE L — J \ CEILING MT'D LIGHT FLOOD LIGHT - - - - - - U — — - - — — — ,�,I Vl WALL MT'D LIGHT Q /'� RECESSED LIGHT CEILING FAN y v Ln Z C p _ p \ ' RECESSED EYEBALL L1 � CEILING FAN/LIGHT RECESSED MOISTURE MP PROOF LIGHT 11 If WALL SCONCE { TRACK LIGHT -... / ♦ TELEPHONE OUTLET ® PANEL ♦, TELEPHONE MODEM LI,INE / W I p � ® TELEPHONE FLOOR OIUTLET 2' x 4' FLUOR. FIXTURE �� IL�JI N cM\ CABLE MODEM OUTLET Tv CABLE TV OUTLET 10" x 4' FLUOR. FIXTURE V s� SMOKE DETECTOR ® TUBE LIGHT/UNDERCAB LIGHTING W 0 --� - — -- Z5 0 00 v Ly (n Q Q F— U _ cj_- LO Z LLJ W H- O J � fl— DRAWING: FIRST FLOOR ELECTRIC DATE: 07--07-04 SCALE: h 1 /4" AE1 00 520 SU St I LAWRENCIF. MURf• jm ' . - LAWRENCE MURK, INC. _ 3000- 1 HARTLEY ROAD JACKSONVILLE, FL 32257 PH: 904-262- 1434 FX: 904-262- 1887 e i' rf �o- LLJ pn I N Q N U � U LSI LL„ => � 2 \ O U U _ ? w � OLnm Z = LU Z LL1 F- p J N F- F- DRAWING: -- 2ND FLOOR/BONUS ROOM LIGHTING SCHEMATICS DATE: 08-20-04 SCALE: 1 /4" AE200 3ZO-- 5—A5f w Q F 0 c _ _K A COV s c --- --- y -A- S_ Ca ❑ FILL SQUARE FINFORMATION ___..T =A T ciLlI L) tv 7c1hJ,; .i I 0 • CONDITIONED SPACE FIRST FLOOR 1860 S. F. SEP 10 2004 • U CONDITIONED SPACE SECOND FLOOR 1688 S. F. BY: � -T� W • CONDITIONED SPACE GARAGE 381 S. F. • UNCONDITIONED SPACE 624 S. F. >: ¢ Ln LLJ COMPONENTS & CLADDING FOR A ]BUILDING WITH A MEAN ROOF HEIGHT OF 30 FT. • UNENCLOSED SPACE NA S. F. EXPOSURE C (psf) (FBC 1606,2B) • LOT AREA (EXCLUDING WETLANDS AND NA S. F. :BASIC WIND SPEED 120 (MPH - 3 SECOND GUST) o BODIES OF WATER) ZONE AREA PRESSURESzo 4 10.0 35.0 -37,9 _ O STRRUCTURE HEIGHT AND oFl STORIES TNJ7�RIdR4 50.0 31,3 -34.3 ;� •vn�1� �. � •�w"•' - _... 4 100.0 29.7 -32.7 5 10.0 35.0 --37.9 • ' ` EhVD 5 20.0 33.4 -36.3 • MAXIMUM HEIGHT OF THE STRUCTURE5 50.0 31.3 -34.3 IN FT. 35 5 100.0 29.7 -32.7 GARAGE DOOR WIND LOADS FOR A w� •.,.,,, . • NUMBER OF STORIES 2 ]BUILDING WITH A MEAN ROOF HEIGHT OF 30 FF-T, r.; ,f P`t� � EXPOSURE C (psf) (FBC 1606.2E) ko TYPE OF C .BASIC WIND SPEED 120 (MPH - 3 SECOND GUST) � �1 WIDTH HEIGHT PRESSURES • TYPE VI ROOF ANGLL 0-10 DEGREES 6 8 28.2 -31.9 0 10 • U N PROTECTED ROOF ANGLE >10 DEGREES 27.3 -30.7 0 14 14 25,9 28.9 W 9 7 30.8 -343 b 16 7 29.4 -32.8 W • UNSPRINKLED u� TO BE USED WITH TRUSSES o Q MATERIAL INFORMATION BY UNIVERSAL FOREST PRODUCTS � u � HOUSE J❑B4 54019695 GARAGE JOB# 54019694 , cn - ROOFING (MATERIAL SHALL MEET THIE THE REQUIREMENTS OF CHAPTER 15, N❑TESI FLORIDA BUILDING CODE). -ALL LUMBER IS #2 SYP -CONCRETE DESIGN STRENGTH REQ'D 3000 PSI @ 28 DAYS -HURRICANE CLIPS ARE SIMPS❑N STRONG TIE • ROOF UNDERLAYMENT -- ASTM D 226- TYPE _1_ -USE ALL FASTENERS REQUIRED BY MANUFACTURER --FASTENERS USED WITH ACQ PT WOOD MUST CONFORM • ROOF FLASHING - 26ga. MIN. W/ ASTM STANDARD A153 AND HOT DIPPED GALVANIZED 26 a MIN 26 a MIN.-GAUGE SHOULD CONFORM TO ASTM STANDARD A653 DRIP g_ -.GAUGE CAP_- __ :_GAUGE (CLASS G- 185), OTHER FASTENERS REC❑MENDED ARE STAINLESS STEEL AND THOSE RECOMMENDED BY THE RAKE 26ga. MIN.-GAUGE VALLEY 26ga. MIN. GAUGE HARDWARE MANUFACTURER, • ROOF MATERIAL -- METAL PANELS PROJECT LIr/IAP INDICATES PROJECT LOCATION WIND ZONE INFOR',.MATION NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, �r AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE, 4er \� ko PLAN INDEX r�� • BUILDING PARTIALLY ENCLOSED DON -U1TG. N0 . TITLE 120 • BASIC WIND SPEED M. P. H. - 3-SECOND GUST 120 1 ELEVATIONS 2 Ist FLOOR PLAN cyD • WIND IMPORTANCE FACTOR 1. 00 3 grid FLOOR PLAN 4 FOUNDATION PLAN 1-I0 1 • BUILDING CATEGORY GROUP R 5 GARAGE ELEVATIONS & PLANS �s DRAWN BY: 6 SECTIONS & DETAILS J CAUDEL • WIND EXPOSURE CATEGORY C 7 SECTIONS & DETAILS 110 120 DESIGNED BY: �► SCALE: • INTERNAL PRESSURE COEFFICIENIT +0. 55/- 0. 55 X95 DATE: 9/8/04 1 JOB NO. 04- 100 SHEET N0. �ez+ COVER a � L.I (Y T.O._ RIDGE U, L� (Y v UJ 11 HHII lilt JI Till JI1HI-if-[ 1: Cr aC il If 'llilt] JITHIJI IIII I lI_ITII_IIITI IIIIIIIIIIII ImIffmill 1-111111 111111 [fill) 111 11 I I HIT 1 111111 11 H 111111111111111111 Hill 11111 c/) 11 11 IT 11 HIT11 HHI I if 11 11 if 11 111 11 111 1 1. 40 YEAR o I 111 H H-11 It Lf 11111111 111 ARCHITECTURAL C. HH 11 HH 111111 SHINGLES 11_11 1111 11 IT(I JITTJ �r11111 LLJ L L� f' W HARDI--PLANK W OR LIKE COMPOSITE =, LAP SIDING U 0 I � p rf. Q CV I CJ cA T.O. FLOOR M o114T11 111111 a T.O. PLATE z MASONRY CHIMNEY m R (n a7 ,O^ , UI V) :i; a I - - - T.O. SLAB w a z CONC. PIERS F� WITH BRICK VENEER a .0 MEAN GRADE 0 w v� Cn Li II ' �t_J X FRONT ELEVATI❑N Lj w 1/4' = 1'-0' W D C) T.O. RIDGE W z � a 1/ r_ U 0 W O a� Q. 11 11 11 H Q 40 YEAR U, ARCHITECTURAL SHINGLES r 11 If 11 111111 z a T.O. PLATE Ljly a I hull HIJII IIIHARDI--PLANK OR LIKE COMPOSITE U LAP SIDING a I F 11 1111 11 111111 IIH 11 fill 11 111111 111111 111111 IJ 11 H IT 11 111111 111. 11 _00 O IFII JIJT 11 �j TTF["ITTI II_ HIT 11 11111 1 H H 11 It N I ry (r. T,0. FLOOR 0- OCTAGONAL WINDOW 11 IT 11 11 IT-11_H11 11 H Lf 11 11 U-IT11 III n PER OWNERT.O. PLATE zJIM I -H IT 11-11114 Q w a� w O oLU N ry ry CNJ z SQUARE COLUMNS LLJ PAINT TO FINISH T.O. SLAB J LL cn CD HBRICK CONIC. PIERS WITH Q T.O. MEAN G6RADE o0 [__ \L___TOP HINGE OPERABLE W L _J SUNSCREENS ]- LLJ LU c) CD �► : , • J N ° IDE ELEVATION 1/4' 1'-0' :`�`,^ r�.0 � �",/'��r• � �~+ Lc ACNI .;` G '`w" fir, k.� .�. .fie• REV' - 170 - E`�CRIP70N OF CHANCES DATE � � ' � ATE OF ' C. Caude 1, P. DRAWN BY J AUDEL DATE SCALE SHEET 555-F Blanding Boulevard orange Park; ^Fzolrldd 9/$/04 AS NOTED 1 OF 7 -- -. -- - _-__ Phone (,904) z7Z-5005 J 0 B 04-100 C.) w Ck. U: Ui 7 W c% 54'--0" e.a n x 30'-0" 24,--0" U-, --- ch 6'-11 3/8" 3' 6" �J At y Ei D c J 2 -4" ,� 202O 1 OO.H. N III Ill11 -1 CD 3050 D.H. a - --.__ - - 2-2x10 ``' Li o LL nIII �a CENTER STAIR (n c ON FRONT DOOR T. ca a III O c) C a °� SECOND FLOOR COVERED PORCH III M N SOFFFIT OVERHEAD w 3--10" I DEN GUEST BEDROOM r-. m 3050 D.H. 3050 D.H. 7 _ 2--2X10 2-2X10 � o U FLOOR SHEATHING MUST 2rm I N SPAN ACROSS WALL BELOW B 1 GLAIS ENTRY OOR i UNE OF 50FFff IN THIS AREA a ` osa OVERHEAD ® 1/2 BATH v 3'-7" � m Ni--- TWO STORY I , SHWft Ln FOYER I "' w x GUEST BATH cn 4 HANDHELD C) a p RECREATION ROOM 'i 3 g UP 3 JACKS 0 BEAM SHOWER H u 1 1 COVERED P RCH _ `" 9 F. ( SEAT — �...._ , _... —.._. ..... ,..... — T cc — _... _... — w a z ry wo 06 BROOM o 0 i o Ln - 3'-10" CLOSEI Ln " y c NN 00 2-1.75 x11.25 LULco i n 5 C„ S N INTERIOR SHEAR WALL w 1 � (m � I LL! DL. BEAM 1 °p b a W ® _ w - � 3050 D.H. 3050 D.H. 0 2-2x10 2-2x10 ,�,� i � FAMILY ROOM �U) a E ■■r LU rn a COVERED PORCH MASONRY a L� D 0p o O F.P. d KITCHENrr °g© w a Q LU a w -- -= 6X6 COLUMN y «, W/ ABU66 BASE a cp r- _ LPC TOP CDc D.W. I o b Lig Q ..._ � —� , ._.. ..... Q �.,. ,_. —— ..... .—. .._. � 2636 CASE 2636 CASE Li 4'-0" 2-2x 12 5.25"x11.25" LVL MYSTIC'S PLACE 000--ACCESS 2_2x1 IN DOOR ci B a >. DINING ROOM bw P® UNCOVERED DECK 3 2-2x12 a o 06 � NOTE: B.F. WINDOWS ARE DESIGNATED AS FOLLOWS: < MYSTIC14'-10" GOODI'S ❑T 5360 DH > TRIS DENOTES A WINDOW WITH p A WIDTH OF 5'-3" AND A HEIGHT OF 6'-0" u 3060 D.H. 3060 D.H. 3060 D.H. 3060 D.H. DH INDICATES A DOUBLE HUNG WINDOW 0 2--2x10 2--2x10 2--2x10 2-2x10 4,--11 1/2" T� THIS DENOTES TEMPERED GLAZING cy') THIS DENOTES AN EGRESS WINDOW WHICH MEETS IRC 2000 EGRESS REQUIREMENTS N QS -SMOKE DETECTOR (�Nj z 8'-0" 19'-2" 10'-10" 24'-0" w -.....a z LL- CD L_z 62'-0" Q LLj LLI T �-- LLJ CO N LO .G s U __ - _ .._ �LL � �� -► "T '°:. .�. DAWN BY: J CAUDEL C. -R. Caudel, POE® R DATE SCALE SHEET 555-F Blanding Boulevard orange Park, Ftor'id�� ' 4 1/411 2 OF 7 Phone (904) ,27.2 5005 � JCB#: 04-� 00 32o S"`fh 5� c 7 rr LL. U: u_ Cr r U) Ul ld (Y n. x w cy LLJ Q C� z c] L. CDa z o 24'^Q" 1 L! r V 121_11" 3050 DH 2 2-2x10 c 3050 DH 2-2x1004 m z c: n. cr A J, Ul W A BEDROOM #1 � Lna 00 (71 N � BEDROOM #2 1 I 030 2x88'-5" a o AI cn N cn ra 2668 • Li 2�_8" ` OPEN TO 6Q6$ OF 4 3 4 41 FOYER BELOW / " M w +� o " r- 606 BF x x o 2-0 �= ( i • • 2'-9" 10 MSTR ~./- «, C.) S I BATH �5 V) I I A w W.I.C. I W D 3'-6" 2668 BATH #1 N u, w x MASTEfR BEDROOM I I '-0" � W I i � U LU A9668 BF 0 w N W O N a �� A C] Q ca r r� C) INTERIOR SHEAR WALL w z S Y BATH #2 a, co 0 53Q68 BF 2868 i A 0 00 � 2668 cr c14 LU Li o '-2 1/2 Ui 114'-5" 7'-0" 5'-9" 41-2" 8'-1 1/2 r z N J �n BEDROOM #3 BEDROOM #4 Q 6068 BF 606 BF U U o I a r w n 0 050 DH n 2 -2X10 0 13'-10" 2'--0" 2'--0" 15'-8" z ,.., 34'-10" c) rr. w w M Cy-) w N N 0 m z J z LL T CDz L, LU W ;]�-- W co LU CD � U a C/D F- y ;' �. s-►-�,r� �� .: , DRAWN BY. J CAUDEL _ C. R. Caudel, P °,.'�:`� 1 .. DATE SCALE SHEET 555-F Blanding Boulevard Orange Pag4, Froria ;'I"F�. 9/8/04 -- Phone (904) 27.2--5005 JDB#: 04-100 u.; cn w ! 2, V, 2 „ U: 16' a T - x w 13'_118" w z 20"�TYP - 2---74 ' <2) F _J_ 1 CD I I I i U__ - -- _ 30` 20 n modf - 6x6 POST I 3-26 BEAM SUPPORT U., I v� 23'-84" V, I 4 � v) I I (� 3,_84„ J INTERIOR SHEAR WALL 14,2 1 - - - - - � � „ w I I 2 n I fixE6 POST 1 I 3-2x6 BEAM SUPPORT I 51'-101 „ I f l - - �- -- - - - - -- - - I 2 LU x I U Li L PE 1 I w — -19/-2# #5 REBAR @ 2 ` ' I I 6" O.C. EX - I, LU 0 oc o - I w 4 I J I Q I 11,--101/, f I I I 0„ 2 r I I I 0 Q I4 W j - _� - -- -- - - w w �) O 71 co cyD F-- v� Z w __j r 11,_7„ _ - -- 11`--71" 14,_10„ 24'ry LL U LU LU LU N O �rrrrrrrrrr � e Lc)CNJ J r'r ' .•1r4c,� cyD r _-- — C. R. Cau d e Pa �'® �� n r :;rDRAWN BY: J CAUDEL DATE SHEET �cc,z SCALE 555�F Blanding Boulevard Orange ark, F"Zorid•a•'�� _ � JOB#: D4-� 00 9/8/04 1/4" --'� 4 OF 7 Phone (904) ,27.2-5005 w G V) L , 41--0" 16'-0" cn cn w X 0 L w ry LLj _ L a z I I � CL 7016 G 40 YEAR CEILING Iz I ARCHITECTURAL SHINGLES 40) YEAR t ARZCH(TECTURAL I I d SHINGLESLU � a --- HARDI-PLANK I I LU LAP SIDING OR LIKE COMPOSITE g LLl o 1 I J i N _ T,0. FLOOR f GARAGE T.O. PLATE 4 I f f ❑ I I U� cn z ? V) CDV) LD U m a I� QI v vi toI Q T.O. SLAB a v� a 24'_0" 6'--1 1/2" W H t rr s Li FRONT ELEVATION FOUNDATION R❑❑E PLAN w 1/4" = 1'-0' 1/4' = 1'--0' 1/4' = 1'-O' a x w Lu LU 7 c 14'-7" 4'-8 1/2" 4'-0" 11 16'-0" 4'-0" 3050 DH 3050 DH o I 2-1J5 x11.25" LVL I I UJ a I `n GARAGE WALLS o I IBELOW I w I I I till Q 11 H 1111 111 L CEILING ly Uj I BONUS ROOM I S OVER GARAAGE 16' OVERHEAD I GARAGE DOOR ( w I I I I alCD 40 YEAR `i L - - - - .._._ _.. __..-._._ - - - - - ARCHITECTURAL 85 N SHINGLES GARAGE L11 11 1111 4 VFW! -,L T.O. FLOOR a _ T.O. PLATE 4 Q I � I I Lij' HARDI-PLANK o OR LIKE COMPOSITE LAP SIDING o V) T c" E 31_6" I I C'r] w 12 �a I I U w U w F-- I I w.� ;7 � `T z L _ I H I _ - - - - J J T.O. SLAB r 3050 DH 3050 DH LL_ cn ca 24'_0" Z z ry SIDE ELEVATION 1st FLOOR PLAN 2nd FLOOR PLAN i--- < LLJ 1/4' = 1'-0' 1/4' = 1'-0' 1/4' = 1'-0' w LU LLJ.J CU a N U U J _. . colle Laudel9 Pm E. DRAWN BY. J CAUDEL DATE SCALE SHEET 555-F Blanding Boulevard Orange Park, 9/8/04 Phone 904) .27,2--5005 � JDB#: 04-100AS NOTED 5 OF l _32-0 _':�J-h XF ,ASPHALT SHINGLES ASPHALT SHINGLES i154t FELT 15# FELT 5/8' CDX PLYWOOD SHEATHIPNG 5/8' CDX PLYWOOD SHEATHING FASTEN W/10cd NAILS @ 4' E-DGE ASTFIEN W/10d NAILS @ 4' EDGE 0 -� / FIELD, TYP. 8 EL D, TYP, ENG, ROOF TRUSSES ENG, ROOF TRUSSES `'' @ 24' 0,C, @ 24' O.C. �r UT & WASHER NUT & WASHER SIMPS❑N H2.5A, TWP. /SIMPSON H2.5A, TYP, R19 INSULATION /(UNp) R19 INSULATIO /CUN❑> CD / —t6' ALUM, EAVE DRIP 6' ALUM. EAVE DRIP 2--2x6 TOP PLATE— - -FASCIA 2-2x6 TOP PLATE -,-_--FASCIA r�, 2'x6' FASCIA BOARD 2'x6' FASCIA BOARD CD z LILJ R13 INSULA IIpN� VINYL S❑FFIT, VENTED R13 INSULATI❑N� VINYL SOFFIT, VENTED C/) HARDI-LAP SIDING 1/2' CDX PLYWOOD 1/2' GHARDI-LAP SIIDING 1/2' GW x6 @ 16' O.C. U) Li , 1/2' CDX PLYVOOD c^ 1/2" THREADED ROD 2x6 @ 16' D.C. FLASHING ASPHALT SHINGLES ASPHALT SHINGLES Lu r 1/2' THREADED IROD 150 FELT 15# FELT 0 1/2' CDX PLYWOOD SHEATHING 5/8' CDX PLYWOOD SHEATHING ,FASTEN W/10d NAILS @ 4' EDGE ASTEN W/10d NAILS @ 4" EDGE 3/4' T&G PLYWOOD FLOOR-•1 3/4' T&G PLYWOOD FLOQ8' FIELD, TYP, 8' FIELD, TYP. ~ 2x6 BOTTOM PLATE- NUT & WASHEF2 2x6 BOTTOM PLATE-\\ ENG. ROOF TRUSSES ENG, ROOF TRUSSES m i ENGINEERED FLOOR TRUSS• \` ENGINEERED FLOOR TRUSS @ 24' 0,C. @ 24' 0.C, ry 2x LATERAL BRiACE PER NUT & WASHER a + RUSS MANUFACTURER U' 4 1/2' THREADED IR❑D T SIMPS❑N H2.5A, TYP, SIMPS❑N H2.5A, TYP, SIMPSON H2.5A, TYP. OUPLER NUT /UNO) (UNO) R19 INSULATION` (UNO) z1 a NUT & WASHER i` 4--164 NAILS �4-16d NAILS ALUM. EAVE DRIP 6' ALUM. EAVE DRIP JOIST TO TOP PLATE 2-2x6 TOP PLATE 2-2x6 TOP PLATE-/ J❑IS7 TO TOP PLATE 2-2x1 ASCIA r�FASCIA c 2x10 LEDGERLPC6 (TYP 'x6' FASCIA BOARD 'x6' FASCIA BOARD 7 0 VINYL S❑FFIT, VENTED �7 `L ,-HARDI-LAP SIIDING SIDING �HARDI-LAP SIDING w .I 1/2' CDX PLYWOOD f 1/2' CDX PLYWOOD 1/2" CDX PLYWOOD 10d @ 3' EDGE:, 8' 10d @ 3' EDGE, 8' 10d @ 3" EDGE, 8' FIELD FIELD FIELD 3: q' © 2x6 @ 16" O.C. 2x6 @ 16' O.C. 2x6 @ 16' 0,C. w cn Ln 1/2' THREADED ROD Li Lr 1 @ 6' O,C. MAX 6i' EITHER 1/2' THREADED ROD 4x4 POST (TYP)(L @ 6' O.C. MAX, 6' EITHER x SIDE OF OPENINGS AND SIDE OF OPENINGS AND @ 6' ❑.C, MAX, 6" EITHER CORNERS (TYP) CORNERS (TYP) CSIDE OF ORNERS OPENINGS AND LU H 2x6 PT BOTTOM PLATE 2x6 PT BOTTOM PLATE 0 LEWOOD DECK 2x6 PT BOTTOM PLATE 2x1DGER 4. 30D0 OSI CONCRETE SLAB- 4" 3000 PST CONCRETE SLAB 4' 3000 PSI CONCRETE SLAB W/ 6x6x10ga WWM FLASHING W/ 6x6x10ga WW W/ 6x6x;10ga WW Uj N JOIS 1/2 EPDXY BOLT LUS26 PER a T j- 4p s t 4k - CI❑OCK SUS CONC. 2-2x12 _ 45 REBAR @ 32" Q.C. _...__ __ _ __-__ BILOCK STEM WALL (TYP) _ c) - --BRICK VENEER I � T- TTI-IT[ III--�1�- m- -SII-►II1 11 T 2x8 MUD SILL '� - -II_�IZ=1 I I �-ITT m m m L1J T_I-TIT-ITT`-TILT-1 6 MILL VAPOR BARRIER JOINTS M=== 6 MILL VAPOR BARRIER JOINTS m-�-=-=-� ^, 6 MILL VAPOR BARRIER, JOINTS •III--IIT-. III-III=III- I T m-T-m 2x8 FLOOR JOISTS A51 J firl TIT=TT1-=1T�=III- a' LAYERED 6' MIN, AND SEALED _ 1=CIT=III=III-I VARIES LAYERED 6' MIN. AND SEALED - - -TIT-TTT-•-•I VARIES LAYERED 6" MIN, AND SEALED _ -m=III-TT- 1 VA IES -III-T-III=III- I T=TTI= M=M I - =1fi�ITI-T_l 1=rfl—I I�i rC—I �_=T11= m_= TERMITE TREATED T 111=ITT=III _ TERMITE TREATED �LQ� TERMITE TREATED m=f�1 I�1 — m—_ 1-1 I�m—I Vn CLEAN COMPACT FILL 11=�-m=� m-TT=T -17' CLEAN COMPACT FILL =T - _ _ CLEAN COMPACT FILL -j(T=� _ _- P. 95% MODIFIED PROCTOR 111=111- 142 - =r ' 95% MODIFIED PROCTOR m- - 95% MODIFIED PROCTOR T=III= E I-� �'1, 1=TI 1=I °. III-I I=11 1-T= • m- TELl f ITT=rp 1 I - M= a Tri=Tn :m m _ :mil I� a I Ilam►;- Q 2-#5 CONT.-- II III=1�lf- 2-#5 CONT. _ ' 9 I =1 LL � a: 44 �Ir 111=i-m=n =TTT� =IIF 'I�III�I1=1 =1 _rT[ TTT m I ; ; 2-#5 CONT. -�� - =M=II III-T J n -24'-- 4' 24' U CDLYPICAL SECTI❑N —TY- I7 SECTI❑N TY;'7�—�� SECTION '- 3/6' 1'- ' 3/810 C ry n 2x4 BRACING, EXTEND TO C 3RD TRUSS a a ENGINEERED TRUSSES Q 2x6 FRAMINTOE NAIL RIDGE BEAM U ` A34 W/4-8dxi'" BEAM T❑ 2x8 NAILER EACHSIMPEND PER > 2 BLACK L 2x8 RIDGE BEAR % 4-8dxl�" RAFTERS @X 6COCRIPPLE sruD -2X4 TOP PLATE 2x4 BLOCK @ 16' O.C. �] r z !, 1/2" THREADED ROD SYSTEM 2x4 STUDS @ 16' 11. (GO-BOLT) CONT, TO TOP PLATE CU 2x4 BOTTOM PLATE HGA10 @ 32' Q.C. CNJ LOR ' SHEET ROCK W/ 5d COOLER TYP, GABLE TRUSS WALLBOARD NAILS @ 4' O.C. R-19 ENGINEERED ROOF 1/2' THREADED R❑ 1/2' THREADED ROD 4' ' e INSULATION 1/2' SHEET ROCK �...� 2x8 NAILER NAILELD TO ENG. 6•- 6' -- Z TRUSSES W/16d NAILS 2-2X4 JACK STUDS pR CONC.STUDS 2 IBLOCK EACH END QF HE ADER CTYP 4 2-#5 CONT. a HEADER (SEE PLAN FOR SIZE) TYPICAL SECTION THRU INTERIOR SHEARWALL I— U71QR L❑AD BEARING WALL WITH THREADED R❑D LU LU EXT, DOOR & WINDOW HEADER q /a' 1'-o' 00 r r r �-SIMPS❑N A34 PER TRUSS 3/81 -o J C_-) 2 TYPICAL GABLE BRACINGj�: �..�.. C? SECTION THRU GABLE 1/2' = 1'-0" 3/8# - 1'--0" `'''``tl �.1,�`''� , -•rte N I-- .• c u °r DRAWN BY J CAUDEL TE SCALE SHEET T W- 555-F Blanding Boulevard orange ark, Plori+d•ccr.1'%'..- 8 - - - Phone 904 .272--5445 JOB#: 04-100 9� /04 AS NOTED 6 OF 7 3z 0 5� 2x4 BRACING, EXTEND T❑ /3RD TRUSS / ENGINEERED TRUSSES --,SIMPS❑N A34 EACH END PER BL13CK A34 PER RAFTER r 2x8 RAFTER (TYP) 2x4 BLOCk 2x4 COLLAR TIE: 2x10 RIDGE �' 17 16' ❑.0 :a 1 U) @ 32' D.C. R-•19 TYP, GABLE TRUSS J a INSULATI(❑N z 1/2' SHEET ROCK STUDS @ 16' D.C. 2. 2x6 TOP PLFATE Lu C) R13 INSUJLATION\ HARDI-•LAP SIDING 112" CDX PLYWOOD a "__�2x4 BRACES @ z 112' (GWB- \ 2x6 @ 16' O.C, 244 D.C. U) Lu \ 112' THREADED ROD Q r-1 c' —FLASHING U i A34 PER RAFTER ASPHALT SHINGLES ` ENGINEERED FLOOR TRUSS w 2x6 KNEE WALL 15# FELT r� J J 3/4' T&G PLYWOOD FLOOR HING 2x8 NAILE (SEE PLAN FOR SHEATHING-1 2x6 BOTTOM PLAITE� FASTEN/ CW/lOd NAILS DX PLYWOLa 4' EDGE F IN THIS AREA) 8' FIELD, TYP. ll' H2,5A (TYP — ENG. B❑NUS TRUSSES rl @ 24' D.C. n U) I _4�• U) d 3/4' PLYWOOD FL❑❑R U, t r,, NUT & WASHE rr EPC46 POST TO BM1 2-H2.5A (TYP u 2-2x6 TOP PLATE' \-1/2' PLYWOOD EXTERIOR T f i f' U HARDI-LAP SIDING Lu 1/2' CDX PLYWOOD lOd @ 3' EDGE, 8' ul FIELD HARDI-LAP SIDIN l O- rr. x6 @ 16' O.C. 1/2' CDX PLYWOOD s 10d @ 3' EDGE, 8' FIELD w 1/2' THREADED ROD 6x6 POST 1/2" THREADED ROD ul @ 6 O-C, MAX, 6 EITHER 2x6 @ 16 O.C, �^ SIDE OF OPENINGS AND EITHER @ 6' ❑C. MAX, 6SIDE O_ OPENINGS AND CORNERS (TYP) '' �� x CORNERS <TYP) L w 2x6 PT BOTTOM PLATE—, r \ Lu x10 LEDGER 4" 3000 PSI CONCRETE SLAB 1J2" EPDXY DOLT LUS26 PER EXTEND PA51 70CD r W/ 6x6x10ga WWM @ 32' ❑C DECK ❑IST ALLOW 9-16d NAILS F IN POST 1 - 3-2x12 LL� O PT 2x8 MUD SILL _�-� 2x6 FT BOTTOM PLATE 6 MILL VAPOR BARRIER, JOINTS_,.'' I III=-IJI 111=�I=1 PA51 �.. p -III-STI ITL_'ITI-1T 2x8 JOISTS 4" 3000 PSI CONCRETE SLAB a LAYERED 6' MIN, AND SEALED ,�h-�=III=1 1=1 VA IES @ 24' O.C. W/ 6x6x10 a WWM LLJ a 'SII--T=1T�(T' I g � CL TERMITE TREATED i��Ll7�ilr-��lll _ I i 4. , 4 4 a q III—''111.-111__"1 .4 ° mm .� d 4 .q ♦ ° 4. .4 4 . ° C CLEAN COMPACT FILL` TI IIf IIh=II� =_M=MTI=_-I-M d 95% MODIFIED PROCTOR -1i--TI= - - - f - 4 4 w I-T-11 iIT-III-1�' ,.=iTi— • -I I W - L-I 4 777 p 7 4 4 �I�III ti 4 A. 4.• T- Ia -�= ♦ =11=1 I 6 MILL VAPOR BARRIER, �' X11=Ill l —I 1=1 I I - 1 m—m— 4 JOINTS 2-45 CONT.---- - 4 °4 mem_ a 4 ° - - z TT1T -II ' • IT=mil ♦ - -= - - � rr-- LAYERED 6 MIN. AND SEALED d J— 4 Q `III I f,�I I1-�=iTl 1I 111� • — rr—TT1I TTI .4 w 4 4 1 -gTERMITE TREATED (i i-----24' LEAN COMPACT FILL _, 4i 95% MODIFIED PROCTOR w a 05 REBAR @ 12' uTYPICAL SECTION --4' -� ❑.C. EACH WAY TYPICAL SECTION c S = TYP 2 PLACES 3/8' 1'-D' d a ry W 2x4 BRACING, EXTEND TO 3RD TRUSS ENGINEERED TRUSSES TRUSS CONNECTOR SCHEDULE T❑ BE d TRUSS CONNECTOR SCHEDULE TO BE / r-) USED W/ UNIVERSAL FOREST PRODUCTS SIMPSON A34 USED W/ UNIVERSAL FOREST PRODUCTS z J❑B# 54019695 -- FOR ALL OTHER EACH END PER Q DLQCK JC1B# 54019694 - FOR ALL OTHER CONNECTIONS SEE TYP, SECTIONS 2x6 CRIPPLES @ 16" ❑C CONNECTIONS SEE TYP. SECTIONS LOCATION NUMBERS ARE AS INDICATED ON CAS NEEDED LOCATION NUMBERS ARE AS INDICATED ON rr TRUSS DRAWINGS TRUSS DRAWINGS U 2x4 BLOCK H2.SA (TYP) 2-1.75'x11,25" LVL L� TRUSS # CONNECTOR LOCATION e 16' °'C' SPH6 @ 16' ❑.C, TRUSS # CONNECTOR LOCATION Al (2) H2,5A _. _ B, H . T01 LGT2 B, I � � � � —. _ T SP$ TDP AND BOTTOM (TYP) 2-SPH -2x6 TOP PLATE z L�jA2 (2) MTS12 2 HH4 T02 (2) H2,5A B, I CY] A3 — -(2) H2,5A B, H N z (�) H2.5A B X TYP, GABLE 7RUHUC21a- ENG• FL❑OR STYSTEM B2 TOPHANDEBOTTOM m w _ HGA10 V,U,T,S,Q 2-2x12 FULL. LENGTH 2x6 `J C1 (2) H2,5A 15KING POST (,J� cn El (2) H2 5A B F 2-zx4 TOP PLATE MSTA24, TYP. EACH STUD/ F2 HGT2 W/ HTT22's �, F 2x4 @ 16' ❑.C. 3--2x6 SUPPORT @ 16' GARAGE DOOR, CD & 8' GARAGE DOOR, — 6x6 POST -2x6 EA. END OF HEADER, PROVIDE SPH6 AT BOTTOM a CD 2-2x1 HUC212- 4 OF EACH 2x6, L1) HUC212- HARDI-1 AP S1D[N�r 1/2' THREADED ROD 4* d W _ II• _._ @ 6' O.C. MAX, 6' EITHER 1/2' CDX PLYWQOD- SIDE or OPENINGS AND -- CORNERS (TYP) W/23-16d 2x6 @ 16' O,C, \HPAHD2RW —_ ABU66- `\I ••• GARAGE DOOR HEADER DETAIL 0 -- - — ICALSECTION C)MYS' 1_D• 3/8 - 1 V r, co < fir" ' A'r o r- - C. R. Caudel, P. E. , . aP .�4:, DRAWN BY: J CAUDEL DATE SCALE SHEET 555-F Blanding .boulevard orange Park, �'1 ri-'a'<; :` 9/8/04 AS NOTED 7 OF 7 - - - Phone (904) 272---5005 JCB#: 04-100 32 0 T-h St