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695 Selva Lake Circle i I I EXISTING FLOOR SYSTEM FOR SECONCD STORY I d i I 1 \HURRICANE� 1/2"CEILING GRADE ANCHORS GYPSUM BOARD DOUBLE TOP PLATE • I; I i it � . 1/2"GYPSUM BOAR 1: ! T1-11 SIDING OVER BUILDERS WRAP NAILED 4"O.C.EGES 8"O.C. 'I R-11 INSULATION INTERMEDIATE WITH 8d COMMONS I Ii . j U i li i 1! °p 2 X 4 16"O.C.S.P.F. i — I ,. ,i it .I i, �, I � .I .1 Y 1 I it 1 It ,1 \ ,t :. i�. .i i , 1:. ,I y 1', �I :1 I II —L- I 5-•--'' —+--.•e-1 -- .y -_J —tet-- - - -- ---* II I :,I II ` � •1 I i': ;; ;; I; it i• r I. ...--. r � -+--•�qi CONCRETE OVER EXISTING SLAB FIRST FLOOR i` i OVER 6 MIL VAPOR BARRIER •�: �: .. ��`%� .• CEILING _;� 4- FIRST ____� WITH FIBERGLASS IN MIX P.T.2 X 4 PLATE W!5/8"X 10" FIRST FLOORk� .u ., ;:: . ? „k. '�h _l. ANCHOR BOLTS W/3"WASHERS jCEILING - 77 'i 2 •uric ?"4-Y{� j I @ 30"O.C. CUT CONCRETE AS NECESSARY FL`r WOOD FOT POURING OF NEW FOOTIN 3050 81bING;± 32+5ra •�;.Y � - its� �5 � ,-¢�, t x.< �. ; i � ,��$ ' 48 SHEETS8 - ' �', 1G11r=?RbDWINDOU� .•ti>s •4>,. ` �.;,t�:;; Y,,W��z'�4�,�y�;(y'�;�'x:X.k - - "- ' ' GRADETICAL;,WINDOW vEg 20"MIN. 12 - c2't�, L I I 2-#5 REBAR CONTINUOUS ' ;� �,,•� •a � .' .:, `s. .,',�� : I � ;i I - &INTO EXISTING FOOTING EXISTING : .� X FIRST FLOOR \ t. 4. z , LEVEL (P.P.L.) i WTIH EPDXY MIN.6" MECH. ', Ii .} ''�, :�� Y�. 1 I TYPICAL WALL SECTION FIRST FLOOR ;� �. �' �' .<.�•> � '-+- I , !LEVEL IFF.LJ UNIT . h n SCALE: 1l2"=1' t606 FR DOOR - ui% 7RANs3CM - I i I 2 Existing f'artia I �'(sarElevation Nein Fartia I R68r 51(1!!�\/at1cf1 5c 1e:1/4"=1'-0' 2'-al' - - 2'-10►� - N ®` EXIST NC�s - IG I 22 MICROWAVE/ Ir3UILT=M DBL --jl EX YEN I:'�. ExH. VENT rEPR' OVEN I - ---- --- 6' x, T ELEMENTS. TO BE 42tx24' I --- __.__ ----- - - ----- - ISLAND DEMOLISHED GFI I -WALLS 1 T -I EXISTIl%* KITCHEN -CABINET s RENOVATED sn�c -APPLIANCES SINK KIT�I�IkN j �I DISPOgAL -SINKS UPPER AND LOWE=R IR NCOUNTI=R I CABINETR`t' TOPS WALLS DW I I . EQUIREI�: - - - - - - - - - ' EXISTING -.r• ,•-,- ..r., J.."' `..`. O J TO REMMAIN 'ILE coplu �5?,, / 1¢68 EXI3TITJCs � f �/I>`lU DllFING i S(. GL DOORS 1*EAr:LtTl U I I EXISTING I � 4' STEP '�• •• BAR COUNTE POUR OVER EXISTING DOUG TOP PORCH SLAB TO MEET HALF WALL CA10412T ZY BE:LO� HEIGHT OF KITCHEN & EXISTING LIYIN� Roots 11' EXISTING SHELVING ABOVE I LIVING ROOM FLOOR II 3CF2 NED 0 Z fli p PQ N , .RAISEiIE I F- z bo THIS COULD HAVE A X U) N j�0 CONG1rtET1~ CUT CONCRETE 1= EXISTING O MATCH FOR NEW FOOTING r- •4 �- ` 1 >'IST'f� L. SEERVING GOt1NT1=R I w I X o II CONCRETE EwrmfN THE UPPER TIE INTO EXISTINGPATIO (-4s w a __[_-4' BEL'OW FFLJ SWELV(NG AND THI: BELOW FF1.) I FOOTING WITH TWO FILE EXISTING LIVIi�lC� ROOM #�3fkST LOWER CABINETS #5 REBAR WITH _ 0C�1"I EPDXY MIN 6" mum - -- -- - --- - - -- - ' os FR DOOR J 3�'✓fa � I w/ TRANSOM 3050 `EXI3TINU - - 1 of NEW EXTEF?IOR WINDEXISTIWa OW WINDOW �� WALL w/HARDIE r I-`-- v BOARD >r>cTERIOR E C E I V �_ D :. PL 'UJOOD SCREEN - I SH) ATHMG PANELS I CITY OF ATLANTIC BEACH SIDING • ENCLOSURE STOIC STOR I BUILDING ZONING I EXISTING 4x� SHEETS AND DOOR MECH. VERTICAL FOUNDATION PLAN MAY .11 2005 UNIT (SROOVES EXISTING --- ------C -- - -- C I I I -{------�----------; � ! SCALE. 1/2 - 1 BY _� -6— -------------�/ PATIO "zn cz t I : --------------------------------- i APPROVE D CONTRACTOR j: AILANTIC BEACH JOHN ROWAN --UltDING OFFICE 3617 MARSH PARK JACKSONVILLE, FL CT. MAY 1 1 ZOOS• Existing �artia 1 floor flan I�1�',U1 Fa r t i a l Floor F�G�n � 904-759-7087 ALL ScaIs 1/4 =1 -m I.I SGd lcs:114'--1'-m' PROJECT Sy; ADDITION TO RESIDENCE FILI JO GEESLIN 695 SEVA LAKES CIRCLE I i STUD TABLE Stud Spacing for Exterior Load-Bearing Walls BL'OGKIN6 REQUIRED 2X4 BLOCKING • BETWEEN OVTRI66ER5 Ceiling No. 2 SPF No. 2 SYP No. 1 SYP SHEATHING JOINT 2x4 OUTRIGGER HURRICANE CLIP Height 2 X 4�— X 4 2 X 6 4' FROM GABLE -H-25 OR EQUAL L A 6 2 X 4 2 X 6 2 �— - END .�.\ 0 45' O.C. � 0 48' O.G. - - --- - _- — 1/16' STRUCTURAL �\ u-HANGER _ 9 . 16"o.c. 24"o.c. 16"o.c. 24"o.c. 16"o.c. 24"o.c. 2x4 BARGE ft ROOF SHEATHING RAFTER CONT. 10 ft. 12"o.c. 24"o.c. 12"o.c. 24"o.c. 16"o.c. 24"o.c. � �� / X X1 11 ft. N/A 16"O.C. N/A 16"o.c. N/A 24"o.c. SHINGLE STRIP 12 ft. N/A 16"o.c. N/A 16"o.c. N/A 24"o.c. 1 1 FASCIA 13 ft. N/A 12"o.c. NIA 16"o.c. N/A 16"o.c. 1 2x4 X-B E • 8'0' OZ TOP CHORD OF 14 ft. N/A 12"o.c. N/A 12"o.c. N/A 16"o.c. ( GABLE END TRU55 1 -0. 1 DROP 3 1!1• Note: This table applies to structures with mean roof height's<25' and • VIr ,,,E CONT. 2x4 SCAB constructed in a wind zone of 100 mph or less. 2x4 SCAB FROM TOP TO CONT. TOP O BOTTOM CHORD ` WO Rows sol coM @ 4 "o,cmm— ROOF SHtATHING BOTTOM • xOVIDE NG Structural NotesGNORD • _ (PROVIDE FROM GA ADDITIONAL 2x4'6 AT VERTICAL IF TOP CHORD 3) 12d NAILS i HIGHER THAN 48', 1. All laps in top plate shall be a minimum of 4' and nailed witli 12 - 16d common nails,TYPICAL AT TO FORM AN 'L' DOUBLE CAetF X-BRACMG 2x4 SCAB I SHAPE) 2. All slleaRvalls Shall be nailed at 3"or 6" o.c. as noted on all edges and 12" o.c. intermediate TRUSS ; •�-�- VERT.wE15.15 i oX Wk.,- TQuss To with 8d commons U.O.N. . Block all unsupported edges with 2x4 flatwise blocking. I NOT PRESEN - 8 O�LAT� w +6d Co�c Shearwalls shall be 15/32 CDX or 7/16 OSB. eLocKlNc of TRUSS , ,. " " BOTTOM CHORD BOTTOM CHORD OF CEILING DIAPHRAGM-7===1TOE NAIL M TOP PIATr, w/I od COM GABLE END TI2L1ss 3: All gable ends shall be balloon framed or framed and braced per attached detail. COLATER4L' 02 SYP L`'�--(2)2x4 TOP PLATE 4. Strap header studs to double plate with TPP6/4 at each end of header and nail with eight(8) - - * ACE • 48' O.C. 2x4 STUDS • 10d common nails (U.O.N.). TyPtcAL •sTW'rIrAioQ sHEAIRwr�i UNBRACED LENGTH OF X-BRACING MAY 2x4 BLOCKING , / IG' O.C. 5. Header studs and header cripples should be nailed together at 6" o.c. w/l6d staggered. Clip NOT EXCEED 10 FEET. IF LENGTH DOES 48OiC. BETWEEN, GABLE AND FIRST unit to shoe plate with one(1)TPP6/4 clips and nail with eight (8) IOd common nails EXCEED 10 FEET,ADDITIONAL SCAB TRUSS IS REQUIRED. (U.O.N.). 6. All window and door components must withstand a 100 MPH wind load. 7. All connectors are SEMCO or equal (U.O.N.). 8. Foundation design is based on a minimum soil bearing capacity of 2000 psf. SEMCO TPP4 32o,c, DOLJ6LE PL4TF_ FLATFOR.,M FRAMING GAE3LE ENE) — :. 1- 2.XA,s SYP -- 9. Design wind loads are based on SBCCI Section 1605 with a wind speed of 100 mph. '7/1(v 0513 SHEATM/NGr - vAt4.&a e ON ALL SuPPOCTS w/gol CoAA orL sc1 e$. • J TPP4 TP P �- 2x 4 •T-►2uSSES i L 24 "o. 4 0 FiSCRO-LASS -$N1.V&4 5 OVER /5 r 0 �--- NAIL w/9 " lod GOM, 0 El HURRICANE CLIPS- A5 NO T64 �-3o SNsuL 0 - 1/1' cZruNG BoAR0 2K4 SPF Sruos TYPICAL HEADE2 C2�•2x4's SYP. ST2APINCr - UNLIESS SEM(o TPP4 L° 32''o.c, DET-AIC, or= TPP4 CLIA OrltFn-wISI� A/OrlEO /N1/2." �NA�� w/9 -IOd Cu/K) 1/2" f�RvW4ll SPEC I FIC. rL o Ch T/ONS 2x4 5PF Srups e 16ac, I /��' o,S.B. 5►+EArH+NG' (MIN, No, Z) I NAIL, AS NOTEO i \ i SNSTA%,- LOIU(r 0IAAC05100 I`CROSS STvo S Fvt STUCCO 1 1 R-1t INsuLArioN I 1JoTEt huCHo4 (�Lr MUST g� wlTf+,�/ �„ of 1 SrUcc.o FINtsH I NIE,spr'1 STun S , 1-AP of S1444r 5141IJCr ISS INoTfr I Ft.ac;t: `SYSTEM, 2x4 P,r Sr LL wl 1f2"u 10"A,B 2K 4 pLa,T CsvP) ,r , - rp Q 32."0.c, AND WITH/n/ (c" OF•4LL � - 71M(�F,�ST-!LANG SIM .JhrS7 TPP4 TPP4 Ih K 1U $,s �3� O•c. Og Fa-3 C� Z4"0iC CORNEAS ,CMD OPEN/NcrS. V51E i 1 I i SEMCQ TPP4 CLIP e 3:2"&.G � �-"x 2",[ (�e'' NAIL w/ a-10 d COM - 4 SLAB ` ST2AI f3E�w'EEN f uL S MIL VAPO l3ARR/ESC I N- 1- 10 a 'GMl1 O✓EIC COMPALTiGO F/LG i L32�ro.C, NArI w�t1- IOcj - I Cone CSN UPaE� ANp I lar 4 VglkT @ ALL CORN>=R5 t LOWErL STuk}5 . TYPICAL "FADER STR �P I N G G�I►oE .,�. �o A,- 4' o.c_. /v�lN,/"HOOK - /Alro Fri, ANO /2" HOOK 1Nro St tc • • ° r+ #1 M 4's coNr. -7116" _ � 656 �HearurNcr (0 TyP/C,4 L WALL SEC T•/UN FLoorz LEVEL S1 W App tN G- I MC-o TPP4 '�2o.c. I/yx16,Aa.C3% W�z'�Z~x.(/a'� WAS H[QSIt 1/i Y10 A,r3 � 32 o.c, z)e4 Pr 51LL fix;,-10/lo ruwn4t A,L.2-'. St MPSOrJ MA 5� 24-"o,G, SFMCo I=A•3 za'o,C, CLIP, $TUDS TOP AND 4 00. elt a 48"0,`• - BOTTOM W/ TPP4's V6*' _ SEMCO TPP4 Q•32"o.C. Z"xZ"x V6 WASHCz C� 32" 0.C. hL g'CMU s . '_'.=i// ///=///= /i/ ` /// = rr/ 2.X,4 PT- 'SILL a 1/2%7" WEDGE L o4 SLLS15 L- ` VE2T 4? 0,G ANS ANCHORS ® 32" O.C. -- AT ALL COILNE,L$ `'-�12' (oK(v.-10/1 o wwm 02 Fine-4-4 BEND wra _UAB AA10 / l"F�OK /Nro FTG 4" CONCRETE SLAB W /// fit=--• - :_ — 6x6,10x10 WWM OR P "FIBERMESH REINF. 6RAOE IG xyr:5-1-1 J1 . 16 LU -� - - _ Wt;�► cvMPh�r6►o FicL !� . _ = ' i W11:2 ry !// /� • `* 6 MIL VAPOR BARRIER OVER _ °' TREATED & COMPACTED FILL iu-l1L / co"T, $„ 1,_4„ 8„ (2) #/5's CONT. -USE 3- S�S CoNf• ( /1A,N, 25"LAP AT CO,EA/Ee - SToay -use �..-#!.q-s COAPT, 12„ u5E 3 41: 5 CDaT. Froo- THICKENED SLARAI r�4 ° Sj3 TYPICAL DarA1LS FOR 14pk,T�F F'tLq, CLASSIC Ty P/ (<A L F-OD7-/!V �T' tSAc�2,f4 I 2 -S To tiv Co nJ 4 r TI on1j rrrrr° Jeffrey K. Hulsberg, P.E. 40: '' 3015 Hartley Road, Suite $0 � � S?oQY �' , Jacksonville FL 23 357 M 0A/oL/ TN IC. �Faori/V� Dara /c � 'f , � .r-Y Scale: AS A)dr6P Date: �. 13 • Revision No.: Drawn B _ PREWIRE FLOOD LICHT5 o - - - - - - I a T - -- t-ti� IF'AM 1`\\\ ! ` FAN/LT \\ i `` I � `tu , • JONLYUO FA / T j \\ �� _ — -- I PREWIRE FOR } \ — -- — 6ARA6E DOOR I — 2zou- l i OPENERAL ilu 1 - - I z lu FAN/LT PAN. C5) SH I1 - - W \ 11 z. if- )6 Z' A/C e ._ — — — REF. pye 81 F- I R S T F L ❑ ❑ R E L E C T R I C A L P I A N— Lo w C .. F7 t AN — \ I - \ BELOW 1 1 I I - I r I I r \ I ! \ PRErdl} ` ` P1¢ Y:IRP • FAM PAN ONLY ONLY • P E dt , - . • . , � LCL . oo lL. S E C ❑ N D E L ❑ ❑ R E L E C T R I C A L P L A f� zed , — FIBERGLASS SHINGLES n 4X8 VERTICAL SIDING WOOD TRIM • .: 8' PLATE _ _.._ --- - � -------- ------------------- 8' PLATE 12' STUCCO COLUMN 7 STUCCO %D ;D Ll 7rlu 10 PLATE i -- T- 10' PLATE of N . . 01 8' PLATE 04 V ® ® ILI Q o I 12 i z z . - FINISH FLOOR .. Q FINISH FLOOR .. --'- lu 8' PLATE L E F T S I D E L E V A T 1 N — U N I Tzo o 0 10' PLATE ( o --- o ry Q 4' TRIM a _ 1X4 TRIM BD, W • 4X8- VERTICAL SIDING FINISH FLOOR W n H 0 C4 --------__-. -_________ - -------------_-_------. _...___-.- FIBERGLASS SHINGLES C31 v� w 4' TRIM R E A R E L E v . A T J ❑ N - U N I T / c / /- 4X8 VERTICAL SIDING 1X4 TRIM BOARD STUCCO LLI 12 m \\ 7 FIBERGLASS SHINGLES — -- ---- --------- - \ 24'X40' LOUVER _ - --- - -- (FRONT GABLES ONLY)E =� /- - 8' PLATE - -------- - $' PLATE o - •� m OD ILLJI o , 10' PLATE STUCCO COLUMN �. r 2nd FLOOR R I C H T S I D E E S E �/ A T I ❑ f\I U N � � LIGHT. TEXT. STUCCO---- \�~ 8' PLATE .� I T C 4 STUCCO TRIMS ® Q CD zo o o IL v � FINISH FLOOR --- � 0 o FINISH FLOOR T E R 11 N T. E L E - V A .: T I 0 - N, N . 4 ;r'••„4plifp - • 70'-0' a ♦ ■ 6'-4' 3'-4' 6'-2' 3'-10' 7'-0' 20'-4' GONSTRUTI �./N NOTES: 7 6 4 o I I b — -- 1 . UPORADE CA ET, TO CABTTA I L-0 STND ITH '-11' '-11' 2. KITCHEN \/I NYL_ TO Br SVAI L. 64401 I L O x sb PROVIDE Rif INSULATION kV M _PROVIDE TYPE X SHEETROGK . PATIO STUDS TO BE Ib" O.G. HSIDd � STN1�. PM A-DIMM FOR I HR_ FIREWALL 5�I 4'0' WALL 32' 48' I 5� - - - - - -_- - -- - - - - - - - - — - -- — L S• BL - — — — — ----- - \ 2 R & SH 5 SH �\ ( Mt 7a 3 LINEN 42'X60'\ I I HWI I� to - — - GARDEN + dJ I N v tj 5'0' MIR. B.P. 2�0�' TUB 11J LANAI J at UP U, N . U• U V- I tD 7'6'X12'0' of co 2'-10' 3'-0' 3'-10' IN L 10' CLG. A ASTER -- -- - --- -- -' '-6' -- - �--- --- CONCRETE L M ;PC, SUITEN5'0'X12'0'OD EL C5 3 x 10' CLG% . IoCARPETlad HERS M _ -- -- - - -- - I" GARAGE w N A 3 N I W.I. _ _ 1 SH- / • / / ♦� o _ v . I f �' NI I�Ii _ VINYL '�' W U 19 10 X20 0 _ -,� - -- - - - - I _ z Z i 3 33 -- - - l�' t ; I 8' CLG, � ; N UJ IN L.. -cn • - - h 6'0'X8'0' S.G.D. Np 1 R & SH i - 2'8# VINYL OI I I T5 g CONC. M ` • -- Zl o --- - --- - - -- - ` � µ y i o Q t!1 ,i V N CARPET VINYL QJ ,'O e5�5 N v _ J -t I L I % �, NlQ Ufa !�N 6. �[ C) I 5 -8 3 -0 0 1 2 -10 4 3 6 ��,\-co i v 2's• c.o. (� [� _ 5 & I z — — F EI- -G� - -- -- WALL TO BE 2X6 �( / ��S o� (� C3 o PAN. C5) SH I 8' CLG, ONLY IF BON �,I II�PQ i C)6 d I O = 13 I{ 4,0, WALL TO BE o b CL V I Y L ,o M ADDED • - u o q I A.F.F. W/ 10 PLNT. '. ;"A I � 0o N o ,� L I�/I N G -1- SELF ABV. N _ \ N I 13 RDDM ; - ---- � I� �� / , , , DINING 1 1 If, — I - -- _ _ o i � 150X130 �, ! KITCHEN FAMILY v� - - — — sy — — 1 o IL CARPET ROOM z I 1 / i / i I >;b•��" ! CD I w 10'0'X13'0' I 110X6 10 DINE , �, , s 10' CLG. \- VINY� 8'0'X8'8' CARPET L - ---- -- 8' CLG, _ i 0 12' CANTILEVER n O VINYL 2'0 I t -- Ln - p✓G� WINDOW SEAT N - --- - - REF. 1i - w o A ( 0.H.. 1 1 R& M _ — --_ 2,.zlctb� � N , CD — — -- — 5� - - - - - — - lyJ s I�-- vn� ABuA4 — . - ----- - - —-- - q xq Pr Q�s o,j S IMPS C2) 3060 SH 2 8' i v T S�S� C� 1 i i Cusp (3EAnn TD Pass "'� NG Cc ►P. r- I 41_4♦ 4'_4♦ �- -- 15'_0♦ - --- - 4/-2' 61-01 .� I It-0 -- 1.3'-8' ------- ` � -� I ' �7 1 3'-6' 17'-0' 8'-8` + 22'-8' 21'_8♦ 70'-C' FIRST FLOOR PLAN - UNIT ' C ' s E w Z I R W o Sw_ —Shearwalls nailed at 6' O.C. on edges and 12'o.c.on intermediate supports with 8d 0 (n W common nails. 24 -6 Shearwalls nailed at 3'o.c. on edges and 12•o.c.on intermediate supports with 8d 4'-10' 2'-10' -- ---9� 8� - - -- -- -- - --71 2' ---- -8' common nails. 5'-4' 4'-4' I -- - - - S� - GL30 S, B I I 5 SH o �I �+ cu US - e J N c) v - -- -- - I ' I YL - � 1 I o' -91 1 1 R&S 1 - D{�_ -- I I CU 36' HIGH WALL �� 13 �j ~i 1 `d/ CAP-------- W.I.C. AP— --- vi N vi• W.I.C. --- - - N 1 R&S --- — % 510' N of N 1 I I CU 5 0 2 2 4 4 3 8 51-8& 12/-24 ' N I i ttv AID =� BEDROOM # 2 BEDROOM #3 11'0'X13'0' 11'0'X13'0' 3 I I � zLL 8 CLG, 8 CLG. { CARPET CARPETOL I ` � O - - I SQUARE.- FOOTAGE o � o Ncn CD N N I A/C Nis 1 --_ _ N _ (1st FLU 1146 " v 3050 SH - - — — 5 - - - ---- - 305 SH _ C2hd FLR,) 61.7 � V lr � 2'-2• 9'-4' 9/-4' 21_2♦ SUB-TCITAL 1763 PORCHES/DECKS .. 127 GARAGE 411 . v TOTAL 2301 24,_6. . ,�p11ip , f�I x � - f !�. O •`M SECOND FLOOR PLAN 0 1 Q : w _ N - 17 v R ❑ ❑ P P L A N - U N I T / C / y . z z r w . rr � O O . 70'-0' � � m y_p• 7'-6' _ 41-011 - ---- 38'-Y"------- ---------- ----- ------ --1---- --- -- P0'-8' --- - 6'-8' 4 I 1 I wow �-- v1 v) n, o (4w N (I) STORY SEGTIONTO HAVE ' �-- • _ . ._ . _ . .}._ . _ . _ . _ . _ . _ . ._. � .— . _._. _ . _ ..._ ._ . _ ._ .— . _ . _ . _ • -- -- -- AN 8" X 16" W/ (2) #4 ROD5 / (2)- ams.L.SF-GTION TO HAVa I CDi ! I CONT. FOR FOOTING EITHER " 20" 3 #4 RODS J I I MONO SLAB OR 8" STEM WALL A 10 X W/ O CONT. FOR FOOTINEi EITHER • I MONO SLAB OR 8" STEM WALL I N THICKEN SLAB AREA TO &" .X 12" Rh CESS -�, �I ( I 'I #4 ROD GON'T. I I V 1 cv i I I ' F�❑R �HOWER •\'\ /•/. N -I--- --22�-6._- r',�-10' f I " " �- _- --- TH GKEN SLAB AREA TO 10 X 20 pp • 3 #4 ROSS GOiy T. -- -- cu i I ALL INTERIOR BEARINF FOOTIN 5 L. TO BE 10" X 2O" N1 (3) #4 RODS CONIF. I I 'CDJ i (1J `� -- 4MONOLITHIC CONCRETE SLAB (I) STORY SECTION TO HAVE ' = ( I I AN 8" X Ib" Wr (2) #4 RODS Z W/ FIBERMESH OVER CONT, GON'T. FOR FOOTING EITHERO SLAB O9>0 _ - VAPOR BARRIER OVER CLEAN, I ( MONR WLL STEM Aj TERMITE TREATED & COMPACTED ` I i• _. I .J� FILL <TY )P j 11o � i \ Ni - (1) STORY SECTION TO HAVEI (2) STORY SECTION TO I AVE �. �' • —I I I I AN b" X Ib" w (2) #4 ROD5 I I A 10" X 20" W/ (3) #4 RODS i GON'T. FOR FOOTING EITHER 1 CON',. FOR FOOTING EITIHER �• � I 6, I I PLANS � �� " MONO SLAB OR 8" STEt�t WALL i MONO SLAB OR -1 - - - - -- - - -- -- --- --_ -------- - _ - - -- - - Ln +C1TY OF ARAIMIC BEACH i 3`,—` z , DATE cay BU11Dld6 OFFlCIALOL — AUTHORIZED SIGNATURErz ,- , '-I, 3'-p• ?gip• 25'-4' �. ________-------------------- -----�3-�-- --- ------ -- ------------------- 3'-10 � 0 21-4# T Q 71-01----- I 14'_8. IL" 48'-4' �'iAR 191996 � 75'-0' ---1 Bullding and_• °'�. L • p'' �•,�fM 4j r , P ❑ U N D A T 1 ❑ N P L A N U N I T C. 0 1 Q : w _ N - 17 v R ❑ ❑ P P L A N - U N I T / C / y . z z r w . rr � O O 70'-0' � � m y_p• 7'-6' _ 41-011 - ---- 38'-Y"------- ---------- ----- ------ --1---- --- -- P0'-8' --- - 6'-8' 4 I 1 I wow �-- v1 v) n, o (4w N (I) STORY SEGTIONTO HAVE ' �-- • _ . ._ . _ . .}._ . _ . _ . _ . _ . _ . ._. � .— . _._. _ . _ ..._ ._ . _ ._ .— . _ . _ . _ • -- -- -- AN 8" X 16" W/ (2) #4 ROD5 / (2)--ams,L.SF-G �[ TION TO HAa—� I CDi ! I CONT. FOR FOOTING EITHER " 20" 3 #4 RODS J I I MONO SLAB OR 8" STEM WALL A 10 X W/ O CONT. FOR FOOTINEi EITHER • I MONO SLAB OR 8" STEM WALL I N THICKEN SLAB AREA TO &" .X 12" Rh CESS -�, �I ( I 'I #4 ROD GON'T. I I V 1 cv i I I ' F�❑R �HOWER •\'\ /•/. N -I--- --22�-6._- r',�-10' f I " " �- _- --- TH GKEN SLAB AREA TO 10 X 20 pp • 3 #4 ROSS GOiy T. -- -- cu i I ALL INTERIOR BEARINF FOOTIN 5 L. TO BE 10" X 2O" N1 (3) #4 RODS CONIF. I I 'CDJ i (1J `� -- 4MONOLITHIC CONCRETE SLAB (I) STORY SECTION TO HAVE ' = ( I I AN 8" X Ib" Wr (2) #4 RODS Z W/ FIBERMESH OVER CONT, GON'T. FOR FOOTING EITHERO SLAB O9>0 _ - VAPOR BARRIER OVER CLEAN, I ( MONR WLL STEM Aj TERMITE TREATED & COMPACTED ` I i• _. I .J� FILL <TY )P j 11o � i \ Ni - (1) STORY SECTION TO HAVEI (2) STORY SECTION TO I AVE �. �' • —I I I I AN b" X Ib" w (2) #4 ROD5 I I A 10" X 20" W/ (3) #4 RODS i GON'T. FOR FOOTING EITHER 1 CON',. FOR FOOTING EITIHER �• � I 6, I I PLANS � �� " MONO SLAB OR 8" STEt�t WALL i MONO SLAB OR -1 - - - - -- - - -- -- --- --_ -------- - _ - - -- - - Ln +C1TY OF ARAIMIC BEACH i 3`,-` z , DATE cay BU11Dld6 OFFlCIALOL — AUTHORIZED SIGNATURErz ,- , '-I, 3'-p• ?gip• 25'-4' �. ________-------------------- -----�3-�-- --- ------ -- ------------------- 3'-10 � 0 21-4# T Q 71-01----- I 14'_8. IL- 48'-4' �'iAR 191996 � 75'-0' ---1 Bullding and_• °'�. L • p'' �•,�fM 4j r , P ❑ U N D A T 1 ❑ N P L A N U N I T C. • 70'-0' a ♦ ■ 6'-4' 3'-4' 6'-2' 3'-10' 7'-0' 20'-4' GONSTRUTI �./N NOTES: 7 6 4 o I I b — -- 1 . UPORADE CA ET, TO CABTTA I L-0 STND ITH '-11' '-11' 2. KITCHEN \/I NYL_ TO Br SVAI L. 64401 I L O x sb PROVIDE Rif INSULATION kV M _PROVIDE TYPE X SHEETROGK . PATIO STUDS TO BE Ib" O.G. HSIDd � STN1�. PM A-DIMM FOR I HR_ FIREWALL 5�I 4'0' WALL 32' 48' I 5� - - - - - -_- - -- - - - - - - - - — - -- — L S• BL - — — — — ----- - \ 2 R & SH 5 SH �\ ( Mt 7a 3 LINEN 42'X60'\ I I HWI I� to - — - GARDEN + dJ I N v tj 5'0' MIR. B.P. 2�0�' TUB 11J LANAI J at UP U, N . U• U V- I tD 7'6'X12'0' of co 2'-10' 3'-0' 3'-10' IN L 10' CLG. A ASTER -- -- - --- -- -' '-6' -- - �--- --- CONCRETE L M ;PC, SUITEN5'0'X12'0'OD EL C5 3 x 10' CLG% . IoCARPETlad HERS M _ -- -- - - -- - I" GARAGE w N A 3 N I W.I. _ _ 1 SH- / • / / ♦� o _ v . I f �' NI I�Ii _ VINYL '�' W U 19 10 X20 0 _ -,� - -- - - - - I _ z Z i 3 33 -- - - l�' t ; I 8' CLG, � ; N UJ IN L.. -cn • - - h 6'0'X8'0' S.G.D. Np 1 R & SH i - 2'8# VINYL OI I I T5 g CONC. M ` • -- Zl o --- - --- - - -- - ` � µ y i o Q t!1 ,i V N CARPET VINYL QJ ,'O e5�5 N v _ J -t I L I % �, NlQ Ufa !�N 6. �[ C) I 5 -8 3 -0 0 1 2 -10 4 3 6 ��,\-co i v 2's• c.o. (� [� _ 5 & I z — — F EI- -G� - -- -- WALL TO BE 2X6 �( / ��S o� (� C3 o PAN. C5) SH I 8' CLG, ONLY IF BON �,I II�PQ i C)6 d I O = 13 I{ 4,0, WALL TO BE o b CL V I Y L ,o M ADDED • - u o q I A.F.F. W/ 10 PLNT. '. ;"A I � 0o N o ,� L I�/I N G -1- SELF ABV. N _ \ N I 13 RDDM ; - ---- � I� �� / , , , DINING 1 1 If, — I - -- _ _ o i � 150X130 �, ! KITCHEN FAMILY v� - - — — sy — — 1 o IL CARPET ROOM z I 1 / i / i I >;b•��" ! CD I w 10'0'X13'0' I 110X6 10 DINE , �, , s 10' CLG. \- VINY� 8'0'X8'8' CARPET L - ---- -- 8' CLG, _ i 0 12' CANTILEVER n O VINYL 2'0 I t -- Ln - p✓G� WINDOW SEAT N - --- - - REF. 1i - w o A ( 0.H.. 1 1 R& M _ — --_ 2,.zlctb� � N , CD — — -- — 5� - - - - - — - lyJ s I�-- vn� ABuA4 — . - ----- - - —-- - q xq Pr Q�s o,j S IMPS C2) 3060 SH 2 8' i v T S�S� C� 1 i i Cusp (3EAnn TD Pass "'� NG Cc ►P. r- I 41_4♦ 4'_4♦ �- -- 15'_0♦ - --- - 4/-2' 61-01 .� I It-0 -- 1.3'-8' ------- ` � -� I ' �7 1 3'-6' 17'-0' 8'-8` + 22'-8' 21'_8♦ 70'-C' FIRST FLOOR PLAN - UNIT ' C ' s E w Z I R W o Sw_ —Shearwalls nailed at 6' O.C. on edges and 12'o.c.on intermediate supports with 8d 0 (n W common nails. 24 -6 Shearwalls nailed at 3'o.c. on edges and 12•o.c.on intermediate supports with 8d 4'-10' 2'-10' -- ---9� 8� - - -- -- -- - --71 2' ---- -8' common nails. 5'-4' 4'-4' I -- - - - S� - GL30 S, B I I 5 SH o �I �+ cu US - e J N c) v - -- -- - I ' I YL - � 1 I o' -91 1 1 R&S 1 - D{�_ -- I I CU 36' HIGH WALL �� 13 �j ~i 1 `d/ CAP-------- W.I.C. AP— --- vi N vi• W.I.C. --- - - N 1 R&S --- — % 510' N of N 1 I I CU 5 0 2 2 4 4 3 8 51-8& 12/-24 ' N I i ttv AID =� BEDROOM # 2 BEDROOM #3 11'0'X13'0' 11'0'X13'0' 3 I I � zLL 8 CLG, 8 CLG. { CARPET CARPETOL I ` � O - - I SQUARE.- FOOTAGE o � o Ncn CD N N I A/C Nis 1 --_ _ N _ (1st FLU 1146 " v 3050 SH - - — — 5 - - - ---- - 305 SH _ C2hd FLR,) 61.7 � V lr � 2'-2• 9'-4' 9/-4' 21_2♦ SUB-TCITAL 1763 PORCHES/DECKS .. 127 GARAGE 411 . v TOTAL 2301 24,_6. . ,�p11ip , f�I x � - f !�. O •`M SECOND FLOOR PLAN — FIBERGLASS SHINGLES n 4X8 VERTICAL SIDING WOOD TRIM • .: 8' PLATE _ _.._ --- - � -------- ------------------- 8' PLATE 12' STUCCO COLUMN 7 STUCCO %D ;D Ll 7rlu 10 PLATE i -- T- 10' PLATE of N . . 01 8' PLATE 04 V ® ® ILI Q o I 12 i z z . - FINISH FLOOR .. Q FINISH FLOOR .. --'- lu 8' PLATE L E F T S I D E L E V A T 1 N — U N I Tzo o 0 10' PLATE ( o --- o ry Q 4' TRIM a _ 1X4 TRIM BD, W • 4X8- VERTICAL SIDING FINISH FLOOR W n H 0 C4 --------__-. -_________ - -------------_-_------. _...___-.- FIBERGLASS SHINGLES C31 v� w 4' TRIM R E A R E L E v . A T J ❑ N - U N I T / c / /- 4X8 VERTICAL SIDING 1X4 TRIM BOARD STUCCO LLI 12 m \\ 7 FIBERGLASS SHINGLES — -- ---- --------- - \ 24'X40' LOUVER _ - --- - -- (FRONT GABLES ONLY)E =� /- - 8' PLATE - -------- - $' PLATE o - •� m OD ILLJI o , 10' PLATE STUCCO COLUMN �. r 2nd FLOOR R I C H T S I D E E S E �/ A T I ❑ f\I U N � � LIGHT. TEXT. STUCCO---- \�~ 8' PLATE .� I T C 4 STUCCO TRIMS ® Q CD zo o o IL v � FINISH FLOOR --- � 0 o FINISH FLOOR T E R 11 N T. E L E - V A .: T I 0 - N, N . 4 ;r'••„4plifp - _ PREWIRE FLOOD LICHT5 o - - - - - - I a T - -- t-ti� IF'AM 1`\\\ ! ` FAN/LT \\ i `` I � `tu , • JONLYUO FA / T j \\ �� _ — -- I PREWIRE FOR } \ — -- — 6ARA6E DOOR I — 2zou- l i OPENERAL ilu 1 - - I z lu FAN/LT PAN. C5) SH I1 - - W \ 11 z. if- )6 Z' A/C e ._ — — — REF. pye 81 F- I R S T F L ❑ ❑ R E L E C T R I C A L P I A N— Lo w C .. F7 t AN — \ I - \ BELOW 1 1 I I - I r I I r \ I ! \ PRErdl} ` ` P1¢ Y:IRP • FAM PAN ONLY ONLY • P E dt , - . • . , � LCL . oo lL. S E C ❑ N D E L ❑ ❑ R E L E C T R I C A L P L A f� zed , STUD TABLE Stud Spacing for Exterior Load-Bearing Walls BL'OGKIN6 REQUIRED 2X4 BLOCKING • BETWEEN OVTRI66ER5 Ceiling No. 2 SPF No. 2 SYP No. 1 SYP SHEATHING JOINT 2x4 OUTRIGGER HURRICANE CLIP Height 2 X 4�— X 4 2 X 6 4' FROM GABLE -H-25 OR EQUAL L A 6 2 X 4 2 X 6 2 �— - END .�.\ 0 45' O.C. � 0 48' O.G. - - --- - _- — 1/16' STRUCTURAL �\ u-HANGER _ 9 . 16"o.c. 24"o.c. 16"o.c. 24"o.c. 16"o.c. 24"o.c. 2x4 BARGE ft ROOF SHEATHING RAFTER CONT. 10 ft. 12"o.c. 24"o.c. 12"o.c. 24"o.c. 16"o.c. 24"o.c. � �� / X X1 11 ft. N/A 16"O.C. N/A 16"o.c. N/A 24"o.c. SHINGLE STRIP 12 ft. N/A 16"o.c. N/A 16"o.c. N/A 24"o.c. 1 1 FASCIA 13 ft. N/A 12"o.c. NIA 16"o.c. N/A 16"o.c. 1 2x4 X-B E • 8'0' OZ TOP CHORD OF 14 ft. N/A 12"o.c. N/A 12"o.c. N/A 16"o.c. ( GABLE END TRU55 1 -0. 1 DROP 3 1!1• Note: This table applies to structures with mean roof height's<25' and • VIr ,,,E CONT. 2x4 SCAB constructed in a wind zone of 100 mph or less. 2x4 SCAB FROM TOP TO CONT. TOP O BOTTOM CHORD ` WO Rows sol coM @ 4 "o,cmm— ROOF SHtATHING BOTTOM • xOVIDE NG Structural NotesGNORD • _ (PROVIDE FROM GA ADDITIONAL 2x4'6 AT VERTICAL IF TOP CHORD 3) 12d NAILS i HIGHER THAN 48', 1. All laps in top plate shall be a minimum of 4' and nailed witli 12 - 16d common nails,TYPICAL AT TO FORM AN 'L' DOUBLE CAetF X-BRACMG 2x4 SCAB I SHAPE) 2. All slleaRvalls Shall be nailed at 3"or 6" o.c. as noted on all edges and 12" o.c. intermediate TRUSS ; •�-�- VERT.wE15.15 i oX Wk.,- TQuss To with 8d commons U.O.N. . Block all unsupported edges with 2x4 flatwise blocking. I NOT PRESEN - 8 O�LAT� w +6d Co�c Shearwalls shall be 15/32 CDX or 7/16 OSB. eLocKlNc of TRUSS , ,. " " BOTTOM CHORD BOTTOM CHORD OF CEILING DIAPHRAGM-7===1TOE NAIL M TOP PIATr, w/I od COM GABLE END TI2L1ss 3: All gable ends shall be balloon framed or framed and braced per attached detail. COLATER4L' 02 SYP L`'�--(2)2x4 TOP PLATE 4. Strap header studs to double plate with TPP6/4 at each end of header and nail with eight(8) - - * ACE • 48' O.C. 2x4 STUDS • 10d common nails (U.O.N.). TyPtcAL •sTW'rIrAioQ sHEAIRwr�i UNBRACED LENGTH OF X-BRACING MAY 2x4 BLOCKING , / IG' O.C. 5. Header studs and header cripples should be nailed together at 6" o.c. w/l6d staggered. Clip NOT EXCEED 10 FEET. IF LENGTH DOES 48OiC. BETWEEN, GABLE AND FIRST unit to shoe plate with one(1)TPP6/4 clips and nail with eight (8) IOd common nails EXCEED 10 FEET,ADDITIONAL SCAB TRUSS IS REQUIRED. (U.O.N.). 6. All window and door components must withstand a 100 MPH wind load. 7. All connectors are SEMCO or equal (U.O.N.). 8. Foundation design is based on a minimum soil bearing capacity of 2000 psf. SEMCO TPP4 32o,c, DOLJ6LE PL4TF_ FLATFOR.,M FRAMING GAE3LE ENE) — :. 1- 2.XA,s SYP -- 9. Design wind loads are based on SBCCI Section 1605 with a wind speed of 100 mph. '7/1(v 0513 SHEATM/NGr - vAt4.&a e ON ALL SuPPOCTS w/gol CoAA orL sc1 e$. • J TPP4 TP P �- 2x 4 •T-►2uSSES i L 24 "o. 4 0 FiSCRO-LASS -$N1.V&4 5 OVER /5 r 0 �--- NAIL w/9 " lod GOM, 0 El HURRICANE CLIPS- A5 NO T64 �-3o SNsuL 0 - 1/1' cZruNG BoAR0 2K4 SPF Sruos TYPICAL HEADE2 C2�•2x4's SYP. ST2APINCr - UNLIESS SEM(o TPP4 L° 32''o.c, DET-AIC, or= TPP4 CLIA OrltFn-wISI� A/OrlEO /N1/2." �NA�� w/9 -IOd Cu/K) 1/2" f�RvW4ll SPEC I FIC. rL o Ch T/ONS 2x4 5PF Srups a 16ac, I /��' o,S.B. 5►+EArH+NG' (MIN, No, Z) I NAIL, AS NOTEO i \ i SNSTA%,- LOIU(r 0IAAC05100 I`CROSS STvo S Fvt STUCCO 1 1 R-1t INsuLArioN I 1JoTEt huCHo4 (�Lr MUST g� wlTf+,�/ �„ of 1 SrUcc.o FINtsH I NIE,spr'1 STun S , 1-AP of S1444r 5141IJCr ISS INoTfr I Ft.ac;t: `SYSTEM, 2x4 P,r Sr LL wl 1f2"u 10"A,B 2K 4 pLa,T CsvP) ,r , - rp Q 32."0.c, AND WITH/n/ (c" OF•4LL � - 71M(�F,�ST-!LANG SIM .JhrS7 TPP4 TPP4 Ih K 1U $,s �3� O•c. Og Fa-3 C� Z4"0iC CORNEAS ,CMD OPEN/NcrS. V51E i 1 I i SEMCQ TPP4 CLIP e 3:2"&.G � �-"x 2",[ (�e'' NAIL w/ a-10 d COM - 4 SLAB ` ST2AI f3E�w'EEN f uL S MIL VAPO l3ARR/ESC I N- 1- 10 a 'GMl1 O✓EIC COMPALTiGO F/LG i L32�ro.C, NArI w�t1- IOcj - I Cone CSN UPaE� ANp I lar 4 VglkT @ ALL CORN>=R5 t LOWErL STuk}5 . TYPICAL "FADER STR �P I N G G�I►oE .,�. �o A,- 4' o.c_. /v�lN,/"HOOK - /Alro Fri, ANO /2" HOOK 1Nro St tc • • ° r+ #1 M 4's coNr. -7116" _ � 656 �HearurNcr (0 TyP/C,4 L WALL SEC T•/UN FLoorz LEVEL S1 W App tN G- I MC-o TPP4 '�2o.c. I/yx16,Aa.C3% W�z'�Z~x.(/a'� WAS H[QSIt 1/i Y10 A,r3 � 32 o.c, z)e4 Pr 51LL fix;,-10/lo ruwn4t A,L.2-'. St MPSOrJ MA 5� 24-"o,G, SFMCo I=A•3 za'o,C, CLIP, $TUDS TOP AND 4 00. elt a 48"0,`• - BOTTOM W/ TPP4's V6*' _ SEMCO TPP4 Q•32"o.C. Z"xZ"x V6 WASHCz C� 32" 0.C. hL g'CMU s . '_'.=i// ///=///= /i/ ` /// = rr/ 2.X,4 PT- 'SILL a 1/2%7" WEDGE L o4 SLLS15 L- ` VE2T 4? 0,G ANS ANCHORS ® 32" O.C. -- AT ALL COILNE,L$ `'-�12' (oK(v.-10/1 o wwm 02 Fine-4-4 BEND wra _UAB AA10 / l"F�OK /Nro FTG 4" CONCRETE SLAB W /// fit=--• - :_ — 6x6,10x10 WWM OR P "FIBERMESH REINF. 6RAOE IG xyr:5-1-1 J1 . 16 LU -� - - _ Wt;�► cvMPh�r6►o FicL !� . _ = ' i W11:2 ry !// /� • `* 6 MIL VAPOR BARRIER OVER _ °' TREATED & COMPACTED FILL iu-l1L / co"T, $„ 1,_4„ 8„ (2) #/5's CONT. -USE 3- S�S CoNf• ( /1A,N, 25"LAP AT CO,EA/Ee - SToay -use �..-#!.q-s COAPT, 12„ u5E 3 41: 5 CDaT. Froo- THICKENED SLARAI r�4 ° Sj3 TYPICAL DarA1LS FOR 14pk,T�F F'tLq, CLASSIC Ty P/ (<A L F-OD7-/!V �T' tSAc�2,f4 I 2 -S To tiv Co nJ 4 r TI on1j rrrrr° Jeffrey K. Hulsberg, P.E. 40: '' 3015 Hartley Road, Suite $0 � � S?oQY �' , Jacksonville FL 23 357 M 0A/oL/ TN IC. �Faori/V� Dara /c � 'f , � .r-Y Scale: AS A)dr6P Date: �. 13 • Revision No.: Drawn B I I EXISTING FLOOR SYSTEM FOR SECONCD STORY I d i I 1 \HURRICANE� 1/2"CEILING GRADE ANCHORS GYPSUM BOARD DOUBLE TOP PLATE • I; I i it � . 1/2"GYPSUM BOAR 1: ! T1-11 SIDING OVER BUILDERS WRAP NAILED 4"O.C.EGES 8"O.C. 'I R-11 INSULATION INTERMEDIATE WITH 8d COMMONS I Ii . j U i li i 1! °p 2 X 4 16"O.C.S.P.F. i — I ,. ,i it .I i, �, I � .I .1 Y 1 I it 1 It ,1 \ ,t :. i�. .i i , 1:. ,I y 1', �I :1 I II —L- I 5-•--'' —+--.•e-1 -- .y -_J —tet-- - - -- ---* I II I :,I II ` � •1 I i': ;; ;; I; it i• r I. ...--. r � -+--•�qi CONCRETE OVER EXISTING SLAB FIRST FLOOR i` i OVER 6 MIL VAPOR BARRIER •�: �: .. ��`%� .• CEILING _;� 4- FIRST ____� WITH FIBERGLASS IN MIX P.T.2 X 4 PLATE W!5/8"X 10" FIRST FLOORk� .u ., ;:: . ? „k. '�h _l. ANCHOR BOLTS W/3"WASHERS jCEILING - 77 'i 2 •uric ?"4-Y{� j I @ 30"O.C. CUT CONCRETE AS NECESSARY FL`r WOOD FOT POURING OF NEW FOOTIN 3050 81bING;± 32+5ra •�;.Y � - its� �5 � ,-¢�, t x.< �. ; i � ,��$ ' 48 SHEETS8 EXISTx t:, ?�. 11 - ' �', 1G11r=?RbDWINDOU� .•ti>s •4>,. ` �.;,t�:;; Y,,W��z'�4�,�y�;(y'�;�'x:X.k - - "- ' ' I' 1, GRADETICAL;,WINDOW vEg 20"MIN. 12 - c2't�, L I I 2-#5 REBAR CONTINUOUS ' ;� �,,•� •a � .' .:, `s. .,'.�. : I � ;i I - &INTO EXISTING FOOTING EXISTING : .� X FIRST FLOOR \ t. 4. z , LEVEL (P.P.L.) i WTIH EPDXY MIN.6" MECH. ', Ii .} ''�, :�� Y�. 1 I TYPICAL WALL SECTION FIRST FLOOR ;� �. �' �' .<.�•> � '-+- I , !LEVEL IFF.LJ UNIT . h n SCALE: 1l2"=1' t606 FR DOOR - ui% 7RANs3CM - I i I 2 Existing f'artia I �'(sarElevation Nein Fartia I R68r 51(1!!�\/at1cf1 5c 1e:1/4"=1'-0' 2'-al' - - 2'-10►� - N ®` EXIST NC�s - IG I 22 MICROWAVE/ Ir3UILT=M DBL --jl EX YEN I:'�. ExH. VENT rEPR' OVEN I - ---- --- 6' x, T ELEMENTS. TO BE 42tx24' I --- __.__ ----- - - ----- - ISLAND DEMOLISHED GFI I -WALLS 1 T -I EXISTIl%* KITCHEN -CABINET s RENOVATED sn�c -APPLIANCES SINK KIT�I�IkN j �I DISPOgAL -SINKS UPPER AND LOWE=R IR NCOUNTI=R I CABINETR`t' TOPS WALLS DW I I . EQUIREI�: - - - - - - - - - ' EXISTING -.r• ,•-,- ..r., J.."' `..`. O J TO REMMAIN 'ILE coplu �5?,, / 1¢68 EXI3TITJCs � f �/I>`lU DllFING i S(. GL DOORS 1*EAr:LtTl U I I EXISTING I � 4' STEP '�• •• BAR COUNTE POUR OVER EXISTING DOUG TOP PORCH SLAB TO MEET HALF WALL CA10412T ZY BE:LO� HEIGHT OF KITCHEN & EXISTING LIYIN� Roots 11' EXISTING SHELVING ABOVE I LIVING ROOM FLOOR II 3CF2 NED 0 Z fli p PQ N , .RAISEiIE I F- z bo THIS COULD HAVE A X U) N j�0 CONG1rtET1~ CUT CONCRETE 1= EXISTING O MATCH FOR NEW FOOTING r- •4 �- ` 1 >'IST'f� L. SEERVING GOt1NT1=R I w I X o II CONCRETE EwrmfN THE UPPER TIE INTO EXISTINGPATIO (-4s w a __[_-4' BEL'OW FFLJ SWELV(NG AND THI: BELOW FF1.) I FOOTING WITH TWO FILE EXISTING LIVIi�lC� ROOM #�3fkST LOWER CABINETS #5 REBAR WITH _ 0C�1"I EPDXY MIN 6" mum - -- -- - --- - - -- - ' os FR DOOR J 3�'✓fa � I w/ TRANSOM 3050 `EXI3TINU - - 1 of NEW EXTEF?IOR WINDEXISTIWa OW WINDOW �� WALL w/HARDIE r I-`-- v BOARD >r>cTERIOR E C E I V �_ D :. PL 'UJOOD SCREEN - I SH) ATHMG PANELS I CITY OF ATLANTIC BEACH SIDING • ENCLOSURE STOIC STOR I BUILDING ZONING I EXISTING 4x� SHEETS AND DOOR MECH. VERTICAL FOUNDATION PLAN MAY .11 2005 UNIT (SROOVES EXISTING --- ------C -- - -- C I I I -{------�----------; � ! SCALE. 1/2 - 1 BY 1 1, � _� -6— -------------�/ PATIO "zn cz t I : --------------------------------- i APPROVE D CONTRACTOR j: AILANTIC BEACH JOHN ROWAN --UltDING OFFICE 3617 MARSH PARK JACKSONVILLE, FL CT. MAY 1 1 ZOOS• Existing �artia 1 floor flan I�1�',U1 Fa r t i a l Floor F�G�n � 904-759-7087 ALL ScaIs 1/4 =1 -m I.I SGd lcs:114'--1'-m' PROJECT Sy; ADDITION TO RESIDENCE FILI JO GEESLIN 695 SEVA LAKES CIRCLE I i I I EXISTING FLOOR SYSTEM FOR SECONCD STORY I d i I 1 \HURRICANE� 1/2"CEILING GRADE ANCHORS GYPSUM BOARD DOUBLE TOP PLATE • I; I i it � . 1/2"GYPSUM BOAR 1: ! T1-11 SIDING OVER BUILDERS WRAP NAILED 4"O.C.EGES 8"O.C. 'I R-11 INSULATION INTERMEDIATE WITH 8d COMMONS I Ii . j U i li i 1! °p 2 X 4 16"O.C.S.P.F. i — I ,. ,i it .I i, �, I � .I .1 Y 1 I it 1 It ,1 \ ,t :. i�. .i i , 1:. ,I y 1', �I :1 I II —L- I 5-•--'' —+--.•e-1 -- .y -_J —tet-- - - -- ---* I II I :,I II ` � •1 I i': ;; ;; I; it i• r I. ...--. r � -+--•�qi CONCRETE OVER EXISTING SLAB FIRST FLOOR i` i OVER 6 MIL VAPOR BARRIER •�: �: .. ��`%� .• CEILING _;� 4- FIRST ____� WITH FIBERGLASS IN MIX P.T.2 X 4 PLATE W!5/8"X 10" FIRST FLOORk� .u ., ;:: . ? „k. '�h _l. ANCHOR BOLTS W/3"WASHERS jCEILING - 77 'i 2 •uric ?"4-Y{� j I @ 30"O.C. CUT CONCRETE AS NECESSARY FL`r WOOD FOT POURING OF NEW FOOTIN 3050 81bING;± 32+5ra •�;.Y � - its� �5 � ,-¢�, t x.< �. ; i � ,��$ ' 48 SHEETS8 EXISTx t:, ?�. 11 - ' �', 1G11r=?RbDWINDOU� .•ti>s •4>,. ` �.;,t�:;; Y,,W��z'�4�,�y�;(y'�;�'x:X.k - - "- ' ' I' 1, GRADETICAL;,WINDOW vEg 20"MIN. 12 - c2't�, L I I 2-#5 REBAR CONTINUOUS ' ;� �,,•� •a � .' .:, `s. .,'.�. : I � ;i I - &INTO EXISTING FOOTING EXISTING : .� X FIRST FLOOR \ t. 4. z , LEVEL (P.P.L.) i WTIH EPDXY MIN.6" MECH. ', Ii .} ''�, :�� Y�. 1 I TYPICAL WALL SECTION FIRST FLOOR ;� �. �' �' .<.�•> � '-+- I , !LEVEL IFF.LJ UNIT . h n SCALE: 1l2"=1' t606 FR DOOR - ui% 7RANs3CM - I i I 2 Existing f'artia I �'(sarElevation Nein Fartia I R68r 51(1!!�\/at1cf1 5c 1e:1/4"=1'-0' 2'-al' - - 2'-10►� - N ®` EXIST NC�s - IG I 22 MICROWAVE/ Ir3UILT=M DBL --jl EX YEN I:'�. ExH. VENT rEPR' OVEN I - ---- --- 6' x, T ELEMENTS. TO BE 42tx24' I --- __.__ ----- - - ----- - ISLAND DEMOLISHED GFI I -WALLS 1 T -I EXISTIl%* KITCHEN -CABINET s RENOVATED sn�c -APPLIANCES SINK KIT�I�IkN j �I DISPOgAL -SINKS UPPER AND LOWE=R IR NCOUNTI=R I CABINETR`t' TOPS WALLS DW I I . EQUIREI�: - - - - - - - - - ' EXISTING -.r• ,•-,- ..r., J.."' `..`. O J TO REMMAIN 'ILE coplu �5?,, / 1¢68 EXI3TITJCs � f �/I>`lU DllFING i S(. GL DOORS 1*EAr:LtTl U I I EXISTING I � 4' STEP '�• •• BAR COUNTE POUR OVER EXISTING DOUG TOP PORCH SLAB TO MEET HALF WALL CA10412T ZY BE:LO� HEIGHT OF KITCHEN & EXISTING LIYIN� Roots 11' EXISTING SHELVING ABOVE I LIVING ROOM FLOOR II 3CF2 NED 0 Z fli p PQ N , .RAISEiIE I F- z bo THIS COULD HAVE A X U) N j�0 CONG1rtET1~ CUT CONCRETE 1= EXISTING O MATCH FOR NEW FOOTING r- •4 �- ` 1 >'IST'f� L. SEERVING GOt1NT1=R I w I X o II CONCRETE EwrmfN THE UPPER TIE INTO EXISTINGPATIO (-4s w a __[_-4' BEL'OW FFLJ SWELV(NG AND THI: BELOW FF1.) I FOOTING WITH TWO FILE EXISTING LIVIi�lC� ROOM #�3fkST LOWER CABINETS #5 REBAR WITH _ 0C�1"I EPDXY MIN 6" mum - -- -- - --- - - -- - ' os FR DOOR J 3�'✓fa � I w/ TRANSOM 3050 `EXI3TINU - - 1 of NEW EXTEF?IOR WINDEXISTIWa OW WINDOW �� WALL w/HARDIE r I-`-- v BOARD >r>cTERIOR E C E I V �_ D :. PL 'UJOOD SCREEN - I SH) ATHMG PANELS I CITY OF ATLANTIC BEACH SIDING • ENCLOSURE STOIC STOR I BUILDING ZONING I EXISTING 4x� SHEETS AND DOOR MECH. VERTICAL FOUNDATION PLAN MAY .11 2005 UNIT (SROOVES EXISTING --- ------C -- - -- C I I I -{------�----------; � ! SCALE. 1/2 - 1 BY 1 1, � _� -6— -------------�/ PATIO "zn cz t I : --------------------------------- i APPROVE D CONTRACTOR j: AILANTIC BEACH JOHN ROWAN --UltDING OFFICE 3617 MARSH PARK JACKSONVILLE, FL CT. MAY 1 1 ZOOS• Existing �artia 1 floor flan I�1�',U1 Fa r t i a l Floor F�G�n � 904-759-7087 ALL ScaIs 1/4 =1 -m I.I SGd lcs:114'--1'-m' PROJECT Sy; ADDITION TO RESIDENCE FILI JO GEESLIN 695 SEVA LAKES CIRCLE I i STUD TABLE Stud Spacing for Exterior Load-Bearing Walls BL'OGKIN6 REQUIRED 2X4 BLOCKING • BETWEEN OVTRI66ER5 Ceiling No. 2 SPF No. 2 SYP No. 1 SYP SHEATHING JOINT 2x4 OUTRIGGER HURRICANE CLIP Height 2 X 4�— X 4 2 X 6 4' FROM GABLE -H-25 OR EQUAL L A 6 2 X 4 2 X 6 2 �— - END .�.\ 0 45' O.C. � 0 48' O.G. - - --- - _- — 1/16' STRUCTURAL �\ u-HANGER _ 9 . 16"o.c. 24"o.c. 16"o.c. 24"o.c. 16"o.c. 24"o.c. 2x4 BARGE ft ROOF SHEATHING RAFTER CONT. 10 ft. 12"o.c. 24"o.c. 12"o.c. 24"o.c. 16"o.c. 24"o.c. � �� / X X1 11 ft. N/A 16"O.C. N/A 16"o.c. N/A 24"o.c. SHINGLE STRIP 12 ft. N/A 16"o.c. N/A 16"o.c. N/A 24"o.c. 1 1 FASCIA 13 ft. N/A 12"o.c. NIA 16"o.c. N/A 16"o.c. 1 2x4 X-B E • 8'0' OZ TOP CHORD OF 14 ft. N/A 12"o.c. N/A 12"o.c. N/A 16"o.c. ( GABLE END TRU55 1 -0. 1 DROP 3 1!1• Note: This table applies to structures with mean roof height's<25' and • VIr ,,,E CONT. 2x4 SCAB constructed in a wind zone of 100 mph or less. 2x4 SCAB FROM TOP TO CONT. TOP O BOTTOM CHORD ` WO Rows sol coM @ 4 "o,cmm— ROOF SHtATHING BOTTOM • xOVIDE NG Structural NotesGNORD • _ (PROVIDE FROM GA ADDITIONAL 2x4'6 AT VERTICAL IF TOP CHORD 3) 12d NAILS i HIGHER THAN 48', 1. All laps in top plate shall be a minimum of 4' and nailed witli 12 - 16d common nails,TYPICAL AT TO FORM AN 'L' DOUBLE CAetF X-BRACMG 2x4 SCAB I SHAPE) 2. All slleaRvalls Shall be nailed at 3"or 6" o.c. as noted on all edges and 12" o.c. intermediate TRUSS ; •�-�- VERT.wE15.15 i oX Wk.,- TQuss To with 8d commons U.O.N. . Block all unsupported edges with 2x4 flatwise blocking. I NOT PRESEN - 8 O�LAT� w +6d Co�c Shearwalls shall be 15/32 CDX or 7/16 OSB. eLocKlNc of TRUSS , ,. " " BOTTOM CHORD BOTTOM CHORD OF CEILING DIAPHRAGM-7===1TOE NAIL M TOP PIATr, w/I od COM GABLE END TI2L1ss 3: All gable ends shall be balloon framed or framed and braced per attached detail. COLATER4L' 02 SYP L`'�--(2)2x4 TOP PLATE 4. Strap header studs to double plate with TPP6/4 at each end of header and nail with eight(8) - - * ACE • 48' O.C. 2x4 STUDS • 10d common nails (U.O.N.). TyPtcAL •sTW'rIrAioQ sHEAIRwr�i UNBRACED LENGTH OF X-BRACING MAY 2x4 BLOCKING , / IG' O.C. 5. Header studs and header cripples should be nailed together at 6" o.c. w/l6d staggered. Clip NOT EXCEED 10 FEET. IF LENGTH DOES 48OiC. BETWEEN, GABLE AND FIRST unit to shoe plate with one(1)TPP6/4 clips and nail with eight (8) IOd common nails EXCEED 10 FEET,ADDITIONAL SCAB TRUSS IS REQUIRED. (U.O.N.). 6. All window and door components must withstand a 100 MPH wind load. 7. All connectors are SEMCO or equal (U.O.N.). 8. Foundation design is based on a minimum soil bearing capacity of 2000 psf. SEMCO TPP4 32o,c, DOLJ6LE PL4TF_ FLATFOR.,M FRAMING GAE3LE ENE) — :. 1- 2.XA,s SYP -- 9. Design wind loads are based on SBCCI Section 1605 with a wind speed of 100 mph. '7/1(v 0513 SHEATM/NGr - vAt4.&a e ON ALL SuPPOCTS w/gol CoAA orL sc1 e$. • J TPP4 TP P �- 2x 4 •T-►2uSSES i L 24 "o. 4 0 FiSCRO-LASS -$N1.V&4 5 OVER /5 r 0 �--- NAIL w/9 " lod GOM, 0 El HURRICANE CLIPS- A5 NO T64 �-3o SNsuL 0 - 1/1' cZruNG BoAR0 2K4 SPF Sruos TYPICAL HEADE2 C2�•2x4's SYP. ST2APINCr - UNLIESS SEM(o TPP4 L° 32''o.c, DET-AIC, or= TPP4 CLIA OrltFn-wISI� A/OrlEO /N1/2." �NA�� w/9 -IOd Cu/K) 1/2" f�RvW4ll SPEC I FIC. rL o Ch T/ONS 2x4 5PF Srups e 16ac, I /��' o,S.B. 5►+EArH+NG' (MIN, No, Z) I NAIL, AS NOTEO i \ i SNSTA%,- LOIU(r 0IAAC05100 I`CROSS STvo S Fvt STUCCO 1 1 R-1t INsuLArioN I 1JoTEt huCHo4 (�Lr MUST g� wlTf+,�/ �„ of 1 SrUcc.o FINtsH I NIE,spr'1 STun S , 1-AP of S1444r 5141IJCr ISS INoTfr I Ft.ac;t: `SYSTEM, 2x4 P,r Sr LL wl 1f2"u 10"A,B 2K 4 pLa,T CsvP) ,r , - rp Q 32."0.c, AND WITH/n/ (c" OF•4LL � - 71M(�F,�ST-!LANG SIM .JhrS7 TPP4 TPP4 Ih K 1U $,s �3� O•c. Og Fa-3 C� Z4"0iC CORNEAS ,CMD OPEN/NcrS. V51E i 1 I i SEMCQ TPP4 CLIP e 3:2"&.G � �-"x 2",[ (�e'' NAIL w/ a-10 d COM - 4 SLAB ` ST2AI f3E�w'EEN f uL S MIL VAPO l3ARR/ESC I N- 1- 10 a 'GMl1 O✓EIC COMPALTiGO F/LG i L32�ro.C, NArI w�t1- IOcj - I Cone CSN UPaE� ANp I lar 4 VglkT @ ALL CORN>=R5 t LOWErL STuk}5 . TYPICAL "FADER STR �P I N G G�I►oE .,�. �o A,- 4' o.c_. /v�lN,/"HOOK - /Alro Fri, ANO /2" HOOK 1Nro St tc • • ° r+ #1 M 4's coNr. -7116" _ � 656 �HearurNcr (0 TyP/C,4 L WALL SEC T•/UN FLoorz LEVEL S1 W App tN G- I MC-o TPP4 '�2o.c. I/yx16,Aa.C3% W�z'�Z~x.(/a'� WAS H[QSIt 1/i Y10 A,r3 � 32 o.c, z)e4 Pr 51LL fix;,-10/lo ruwn4t A,L.2-'. St MPSOrJ MA 5� 24-"o,G, SFMCo I=A•3 za'o,C, CLIP, $TUDS TOP AND 4 00. elt a 48"0,`• - BOTTOM W/ TPP4's V6*' _ SEMCO TPP4 Q•32"o.C. Z"xZ"x V6 WASHCz C� 32" 0.C. hL g'CMU s . '_'.=i// ///=///= /i/ ` /// = rr/ 2.X,4 PT- 'SILL a 1/2%7" WEDGE L o4 SLLS15 L- ` VE2T 4? 0,G ANS ANCHORS ® 32" O.C. -- AT ALL COILNE,L$ `'-�12' (oK(v.-10/1 o wwm 02 Fine-4-4 BEND wra _UAB AA10 / l"F�OK /Nro FTG 4" CONCRETE SLAB W /// fit=--• - :_ — 6x6,10x10 WWM OR P "FIBERMESH REINF. 6RAOE IG xyr:5-1-1 J1 . 16 LU -� - - _ Wt;�► cvMPh�r6►o FicL !� . _ = ' i W11:2 ry !// /� • `* 6 MIL VAPOR BARRIER OVER _ °' TREATED & COMPACTED FILL iu-l1L / co"T, $„ 1,_4„ 8„ (2) #/5's CONT. -USE 3- S�S CoNf• ( /1A,N, 25"LAP AT CO,EA/Ee - SToay -use �..-#!.q-s COAPT, 12„ u5E 3 41: 5 CDaT. Froo- THICKENED SLARAI r�4 ° Sj3 TYPICAL DarA1LS FOR 14pk,T�F F'tLq, CLASSIC Ty P/ (<A L F-OD7-/!V �T' tSAc�2,f4 I 2 -S To tiv Co nJ 4 r TI on1j rrrrr° Jeffrey K. Hulsberg, P.E. 40: '' 3015 Hartley Road, Suite $0 � � S?oQY �' , Jacksonville FL 23 357 M 0A/oL/ TN IC. �Faori/V� Dara /c � 'f , � .r-Y Scale: AS A)dr6P Date: �. 13 • Revision No.: Drawn B _ PREWIRE FLOOD LICHT5 o - - - - - - I a T - -- t-ti� IF'AM 1`\\\ ! ` FAN/LT \\ i `` I � `tu , • JONLYUO FA / T j \\ �� _ — -- I PREWIRE FOR } \ — -- — 6ARA6E DOOR I — 2zou- l i OPENERAL ilu 1 - - I z lu FAN/LT PAN. C5) SH I1 - - W \ 11 z. if- )6 Z' A/C e ._ — — — REF. pye 81 F- I R S T F L ❑ ❑ R E L E C T R I C A L P I A N— Lo w C .. F7 t AN — \ I - \ BELOW 1 1 I I - I r I I r \ I ! \ PRErdl} ` ` P1¢ Y:IRP • FAM PAN ONLY ONLY • P E dt , - . • . , � LCL . oo lL. S E C ❑ N D E L ❑ ❑ R E L E C T R I C A L P L A f� zed , — FIBERGLASS SHINGLES n 4X8 VERTICAL SIDING WOOD TRIM • .: 8' PLATE _ _.._ --- - � -------- ------------------- 8' PLATE 12' STUCCO COLUMN 7 STUCCO %D ;D Ll 7rlu 10 PLATE i -- T- 10' PLATE of N . . 01 8' PLATE 04 V ® ® ILI Q o I 12 i z z . - FINISH FLOOR .. Q FINISH FLOOR .. --'- lu 8' PLATE L E F T S I D E L E V A T 1 N — U N I Tzo o 0 10' PLATE ( o --- o ry Q 4' TRIM a _ 1X4 TRIM BD, W • 4X8- VERTICAL SIDING FINISH FLOOR W n H 0 C4 --------__-. -_________ - -------------_-_------. _...___-.- FIBERGLASS SHINGLES C31 v� w 4' TRIM R E A R E L E v . A T J ❑ N - U N I T / c / /- 4X8 VERTICAL SIDING 1X4 TRIM BOARD STUCCO LLI 12 m \\ 7 FIBERGLASS SHINGLES — -- ---- --------- - \ 24'X40' LOUVER _ - --- - -- (FRONT GABLES ONLY)E =� /- - 8' PLATE - -------- - $' PLATE o - •� m OD ILLJI o , 10' PLATE STUCCO COLUMN �. r 2nd FLOOR R I C H T S I D E E S E �/ A T I ❑ f\I U N � � LIGHT. TEXT. STUCCO---- \�~ 8' PLATE .� I T C 4 STUCCO TRIMS ® Q CD zo o o IL v � FINISH FLOOR --- � 0 o FINISH FLOOR T E R 11 N T. E L E - V A .: T I 0 - N, N . 4 ;r'••„4plifp - • 70'-0' a ♦ ■ 6'-4' 3'-4' 6'-2' 3'-10' 7'-0' 20'-4' GONSTRUTI �./N NOTES: 7 6 4 o I I b — -- 1 . UPORADE CA ET, TO CABTTA I L-0 STND ITH '-11' '-11' 2. KITCHEN \/I NYL_ TO Br SVAI L. 64401 I L O x sb PROVIDE Rif INSULATION kV M _PROVIDE TYPE X SHEETROGK . PATIO STUDS TO BE Ib" O.G. HSIDd � STN1�. PM A-DIMM FOR I HR_ FIREWALL 5�I 4'0' WALL 32' 48' I 5� - - - - - -_- - -- - - - - - - - - — - -- — L S• BL - — — — — ----- - \ 2 R & SH 5 SH �\ ( Mt 7a 3 LINEN 42'X60'\ I I HWI I� to - — - GARDEN + dJ I N v tj 5'0' MIR. B.P. 2�0�' TUB 11J LANAI J at UP U, N . U• U V- I tD 7'6'X12'0' of co 2'-10' 3'-0' 3'-10' IN L 10' CLG. A ASTER -- -- - --- -- -' '-6' -- - �--- --- CONCRETE L M ;PC, SUITEN5'0'X12'0'OD EL C5 3 x 10' CLG% . IoCARPETlad HERS M _ -- -- - - -- - I" GARAGE w N A 3 N I W.I. _ _ 1 SH- / • / / ♦� o _ v . I f �' NI I�Ii _ VINYL '�' W U 19 10 X20 0 _ -,� - -- - - - - I _ z Z i 3 33 -- - - l�' t ; I 8' CLG, � ; N UJ IN L.. -cn • - - h 6'0'X8'0' S.G.D. Np 1 R & SH i - 2'8# VINYL OI I I T5 g CONC. M ` • -- Zl o --- - --- - - -- - ` � µ y i o Q t!1 ,i V N CARPET VINYL QJ ,'O e5�5 N v _ J -t I L I % �, NlQ Ufa !�N 6. �[ C) I 5 -8 3 -0 0 1 2 -10 4 3 6 ��,\-co i v 2's• c.o. (� [� _ 5 & I z — — F EI- -G� - -- -- WALL TO BE 2X6 �( / ��S o� (� C3 o PAN. C5) SH I 8' CLG, ONLY IF BON �,I II�PQ i C)6 d I O = 13 I{ 4,0, WALL TO BE o b CL V I Y L ,o M ADDED • - u o q I A.F.F. W/ 10 PLNT. '. ;"A I � 0o N o ,� L I�/I N G -1- SELF ABV. N _ \ N I 13 RDDM ; - ---- � I� �� / , , , DINING 1 1 If, — I - -- _ _ o i � 150X130 �, ! KITCHEN FAMILY v� - - — — sy — — 1 o IL CARPET ROOM z I 1 / i / i I >;b•��" ! CD I w 10'0'X13'0' I 110X6 10 DINE , �, , s 10' CLG. \- VINY� 8'0'X8'8' CARPET L - ---- -- 8' CLG, _ i 0 12' CANTILEVER n O VINYL 2'0 I t -- Ln - p✓G� WINDOW SEAT N - --- - - REF. 1i - w o A ( 0.H.. 1 1 R& M _ — --_ 2,.zlctb� � N , CD — — -- — 5� - - - - - — - lyJ s I�-- vn� ABuA4 — . - ----- - - —-- - q xq Pr Q�s o,j S IMPS C2) 3060 SH 2 8' i v T S�S� C� 1 i i Cusp (3EAnn TD Pass "'� NG Cc ►P. r- I 41_4♦ 4'_4♦ �- -- 15'_0♦ - --- - 4/-2' 61-01 .� I It-0 -- 1.3'-8' ------- ` � -� I ' �7 1 3'-6' 17'-0' 8'-8` + 22'-8' 21'_8♦ 70'-C' FIRST FLOOR PLAN - UNIT ' C ' s E w Z I R W o Sw_ —Shearwalls nailed at 6' O.C. on edges and 12'o.c.on intermediate supports with 8d 0 (n W common nails. 24 -6 Shearwalls nailed at 3'o.c. on edges and 12•o.c.on intermediate supports with 8d 4'-10' 2'-10' -- ---9� 8� - - -- -- -- - --71 2' ---- -8' common nails. 5'-4' 4'-4' I -- - - - S� - GL30 S, B I I 5 SH o �I �+ cu US - e J N c) v - -- -- - I ' I YL - � 1 I o' -91 1 1 R&S 1 - D{�_ -- I I CU 36' HIGH WALL �� 13 �j ~i 1 `d/ CAP-------- W.I.C. AP— --- vi N vi• W.I.C. --- - - N 1 R&S --- — % 510' N of N 1 I I CU 5 0 2 2 4 4 3 8 51-8& 12/-24 ' N I i ttv AID =� BEDROOM # 2 BEDROOM #3 11'0'X13'0' 11'0'X13'0' 3 I I � zLL 8 CLG, 8 CLG. { CARPET CARPETOL I ` � O - - I SQUARE.- FOOTAGE o � o Ncn CD N N I A/C Nis 1 --_ _ N _ (1st FLU 1146 " v 3050 SH - - — — 5 - - - ---- - 305 SH _ C2hd FLR,) 61.7 � V lr � 2'-2• 9'-4' 9/-4' 21_2♦ SUB-TCITAL 1763 PORCHES/DECKS .. 127 GARAGE 411 . v TOTAL 2301 24,_6. . ,�p11ip , f�I x � - f !�. O •`M SECOND FLOOR PLAN 0 1 Q : w _ N - 17 v R ❑ ❑ P P L A N - U N I T / C / y . z z r w . rr � O O . 70'-0' � � m y_p• 7'-6' _ 41-011 - ---- 38'-Y"------- ---------- ----- ------ --1---- --- -- P0'-8' --- - 6'-8' 4 I 1 I wow �-- v1 v) n, o (4w N (I) STORY SEGTIONTO HAVE ' �-- • _ . ._ . _ . .}._ . _ . _ . _ . _ . _ . ._. � .— . _._. _ . _ ..._ ._ . _ ._ .— . _ . _ . _ • -- -- -- AN 8" X 16" W/ (2) #4 ROD5 / (2)- ams.L.SF-GTION TO HAVa I CDi ! I CONT. FOR FOOTING EITHER " 20" 3 #4 RODS J I I MONO SLAB OR 8" STEM WALL A 10 X W/ O CONT. FOR FOOTINEi EITHER • I MONO SLAB OR 8" STEM WALL I N THICKEN SLAB AREA TO &" .X 12" Rh CESS -�, �I ( I 'I #4 ROD GON'T. I I V 1 cv i I I ' F�❑R �HOWER •\'\ /•/. N -I--- --22�-6._- r',�-10' f I " " �- _- --- TH GKEN SLAB AREA TO 10 X 20 pp • 3 #4 ROSS GOiy T. -- -- cu i I ALL INTERIOR BEARINF FOOTIN 5 L. TO BE 10" X 2O" N1 (3) #4 RODS CONIF. I I 'CDJ i (1J `� -- 4MONOLITHIC CONCRETE SLAB (I) STORY SECTION TO HAVE ' = ( I I AN 8" X Ib" Wr (2) #4 RODS Z W/ FIBERMESH OVER CONT, GON'T. FOR FOOTING EITHERO SLAB O9>0 _ - VAPOR BARRIER OVER CLEAN, I ( MONR WLL STEM Aj TERMITE TREATED & COMPACTED ` I i• _. I .J� FILL <TY )P j 11o � i \ Ni - (1) STORY SECTION TO HAVEI (2) STORY SECTION TO I AVE �. �' • —I I I I AN b" X Ib" w (2) #4 ROD5 I I A 10" X 20" W/ (3) #4 RODS i GON'T. FOR FOOTING EITHER 1 CON',. FOR FOOTING EITIHER �• � I 6, I I PLANS � �� " MONO SLAB OR 8" STEt�t WALL i MONO SLAB OR -1 - - - - -- - - -- -- --- --_ -------- - _ - - -- - - Ln +C1TY OF ARAIMIC BEACH i 3`,—` z , DATE cay BU11Dld6 OFFlCIALOL — AUTHORIZED SIGNATURErz ,- , '-I, 3'-p• ?gip• 25'-4' �. ________-------------------- -----�3-�-- --- ------ -- ------------------- 3'-10 � 0 21-4# T Q 71-01----- I 14'_8. IL" 48'-4' �'iAR 191996 � 75'-0' ---1 Bullding and_• °'�. L • p'' �•,�fM 4j r , P ❑ U N D A T 1 ❑ N P L A N U N I T C.