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Stocks Street 1155 q Q 10;A x1b'D PATIO PLACE (2) TFP4 AT EACHCD STUD IN CORNER T 4 S f LACI~ (2) TPP4 AT c—AGH II WITH AN A.50LT WITH-IN ! STUD IN G©RNER T 4 B (i I -. A- _ _ _ t;� --__ . . E G' - -- -- ITH AN AWLT WITH-IN t) _ � I I Z . c5 t,/,A50NAR1' 5TEM INALi ( ! X . i OVER 8 x I6 CONN R. rT� I I � ! o - � 0aT1 NO VV (2) #fir I T-7 RODS CONTINUOUS I �' I .n U �-- T � ED I + LI T9 II __ �" 8-- - _._ -- I f 11 ILI o C-) ` i fir: i c,0n6Rr-TE SLAIN Ni FIB�RMESW OVER & MIL VAPOR 5ARRi ER - �!? Uo � I f CiI LQ �I`! _ .._..--I iII i1! .. _-_-►I� I1I 1__' _8ILI '; C)\\/ER \\/ER L.__.E__ A� N TERMITE ERMITE TREATED REATLn ED DIRT FILL LO Ll T5 T4 4 , 4 „ , L _jT4G ICYZN 5LAa �5" X ;12" Roo coN'Tr. T 3 co U ir_III{IIIIIII IIII(II I n r I(IFI{III�IIII iI w T26 PLACE (a) TPP4AT � U 5TLO IN GSR T a E31t WITH AN ABOL Wi -INJ -LACE (2) TPP4 AT EACH IF IN CORR T # B 0 2 XAR HALLa w o.5a. IOr 9k=z TH AN A.BOLT WITH- IN1 a OARAGENAlLt 3" O.GFOR HT 2�-a. APP RO cu 2 it 4 CITY TLATIFBEkAC 4' 8Ul117iNGNOCIcLLJ �-7- ." , ,." �Wwft �- 12 ' 4 " FOUNATIO PLAi 26 �f 11D I/4 Ia a RECEIVED, FF,00F FLAN MAR 13 997 1/4 I1-0 City of Atlantic Beach and Zoning ELEVATION 7w �(Yj 13LR.f ' l " 1 II _ �' — •!i I � MIRROR, MIRROR I 1` ooao � I I I - I'_ ---- 1.—il �r_ i . �� i i I li.. �I - + ,I- •--� T=it IL I 11 _ 101A x a D ; i C,hiEN _1 EV_r?,r 0,N 5 '_`_, 11vJ I LLI PLACE (2) TPP4 AT EACHER ------- 6" ;-. ,, ta� 4'-2' _ _.�" i `�� STUD IN CORNERT 4 S i i I _. —._.._ .._.. I a>I PLACE (2) TPP4 AT EACH WITH AN A BO11 LT WITHIN I I I STUD IN CORNER T 4 S � I , , . { i WITH AK A,SOLT WITHIN 40 'O 5H H.B. Y \ I I I NAIL EaG1ES e 6 �• �xT. VENT KlRf7LAG� ' \ \ I r-LAT HEARTH \ 1 C, �� • -rte - , I + --� t-T I VAI-i GL'E� I Q a ✓ ,_'- 4 1 I _/ .F. :- `r -- ._.. _- _�— q. CARPET VAJLTED GL'O41 , I \ Fes.. � r "1_,�, ' I 1 , I I I 1 p I ; � T T I �� O I I 0 VAIJLTED C,L'6 GARFET 1 CARPET 10 I PL ANT SHELVES S1 ANDA€2p V, UL TED CEILINGS • I �. 12 BAR TOP (Wif Q �."" t GARNET P-77 VAULTED GL.'G cu f ICITGHI�f z Lr. VIN-� tri w .. kn f h 1 4' LONE.X 42" HIGH .y 112 WALL Al 6 WooD ._. �� G, 1'—, r r 11 - J j wY �+;Yv I i ssov! I II 1 HIW W5'� I DRY I • 1 `_ f2i l^IALL FOP 31I IL LIJMF31 eTAGIG �1 ' :j" T HIGKEN AREA 1L t Q ty LU I � [ VINYL n IL —ix I I ! ATTIC, I 5GUTT J r' L ` J I a M �/ _V._ __ _ 11�'—c?r• T ,1.. _ _ 1116 __ r'40NE: r I GARAGE vOOR BEPQpQV_-#2CARPET I � I � DER TO CRIPPLES WITH PLACE (2) 4 AT EACH m a I ` — sTpa►P f•IE�► S IN NER T 4 B I ( SEMCO RTPGA836 STRAPS I 1 . I WITH AN LT AITH—IN 11 `� EACH END., I PLACE (2,1 T17P4 AT. EACH ` I } STUD IN WIRNER T d 1:3 ' 2 X'6 KALL5 W/O 5;5. I ! Mi5z�6 �AILED " C7.G. 1=0R WITH AN A.WLr WI"1'H.-+N 6HEAR 05ARA6 N _ _— — — _ _T I H.�• 8omko 3ld DOOR MV(5)2 X 12 POR MAM` , L 4050 3Ht - IA s: SIMP50N PA5.1 EMB. ST Im NAIL WITH40-16d CODA' I r'-U-_'_+ 3r.-9. �1'-10' I 'u9" ' 10• p; l5 1 , ELECeTRIOAL FLAN - 4 w r L a 0" P L u f L I W . 1/411 1.w F O ' 4 s /? 1 w !'YM r 4w is • - .e {. Vit• '�' r • - .. an I � �! ,. ailedat s`'Q c.Qn`edges`a Aft ICcfi '' �rutalts'n- Pp "o.c on in Sh �'.' 12 teRediate�su orfs with 8XiA d " w " r common mails:: , ,•r<ENTR`,' 2a: Sr r r t t PA !Q 8 .>hearwaiis nailed at 3 a:c,orr etl es and O 12"o;c,.dri,intermedlate •u orlp,with 8d dJ �. , gip. „ TO NPER .aar t common nails.. a_-... } J a' 3 • - •• .< y �. PI"1.WITN OPT. M5• BATH AD �• - a, - '777c a AL h v^ 1 1 �s r T a r ._ •. .' v, ,. ...• .. .. 2' ;. f•. i 1� t A1' tM1 ;fig, ;. , s Y. , K: , i r k n 0 F-- C11 .-I ! LU , , '! i• i� , ( I� ; l E :7) X11 I' I � I !, � �, � I I . ;' I ��. � j ii �, i► I i �, i it ;I � , I I f I I i) 5. I ,! ! ;: { ► ►; {; a � ,' ;; :► I, I ,, Ij, Ij I !, ,: ,I III ; �I � II ) I �� ! is � I! �), IIIJJ I f) !� i' li `i '� !� ►! '1 r it �i i !► I fI '+ it R 10HT SIDE ELEVATIONcn F IL FOR BEACH yVIrST. PI;GH TO BE 5A2,. � rt- II ; I X 2 T NAI'—E:R h. Elk S 1?oNO 5H!NOiX9 1 X EFACIA•5RD. I i AR H TRIM ' T1I x4 �t21M BRDS, r' 71 COLUMN Tl i i II i �� I ► I I, u. I I!'I ( I I ! � I � , ' �� I i I� ` I► � r � ` I I I FRONT ELEVATIO r Low SIVIN6 IN A7l.aWIGFI LEFT SIDE ELEVATION I ��► � Au SHINGLI^5 / x8 F' -VERTICAL 14 i TRIM OROS. �YPIG,AI. JU Ju V T1 ON REAR ELLV,,A , r , LU •.r , f., - i� n':•r F ti l� � r r r , c I , da - 3t FF. I .iT .. t i !�'TN r � a �ti , "N c T9'5— / , sir' �.' }. , G t STUD TABLE Stud Spacing for Exterior Load-Bearing Walls Ts RI=QUIF2Ev Ceiling No. 2 SPF No. 2 SYP No. 1 SYP 2X4 BLOCKING a 13ET1^HEEN IEEN OUTRIE5ER5 g 5HEATHING JOINT (HURRICANE CLIP Height _ _ 4' FROM GABLE x OUTRIGGER IH-25 OR EQUAL 2 X 4 2 X 6� 2 X 2_X 2 X �} _ 2 X-6 �. m 4b" O.G. --. ..-.--- _ -_ _ - END �. /��� 4B O.G. 1/16' STRUCTURAL `\- u-HANGER 9 ft. 16"o.c. 24" o.c. 16' o.c. 24" o.c. 16"o.c. 24" o.c. ROOF= SHEATHING 1` '\ �i .2x4 BARGE 10 ft. 12" o.c. 24"o.c. 12"o.c. 24"o.c. 16" O.C. 24"o.c. IRAFTER CONT. -- - 11 ft. _ N/A 16" o.c. N/A 16"o.c. N/A___ 24"o.c. i ;SHINGLE STRIP 12 ft. N/A �16" o.c. N/A 16"o.c. N/A 24" o.c. [FASCIA 13 ft. N/A 12" o.c. N/A_ 16" o.c. N/A 16" O.C. 21,4 X-11RATE • 810, O.0 TOP CHORD OF �-_ 14 ft. _ N/A 12" o.c. N/A - - 12"o.c— - N/A- - - 16"o.c. (GABLE END TRU55 HAX -4 `DROP 3 in, Note: This table applies to structures with mean roof height's< 25' and OVERRAN& (CONT- 2x4 SCAB constructed in a wind zone of 100 mph or less. 2x4 SCAB I FFROM TOP TO - --- -- -- — -- CONT. TOP IBOTTOM CHORD Tb�rd Rows $r! coM @ O I f E3OTTOM is X-BRACING ROOFF SHEATHING Structural Notes CHORD o _ KROVIDE FROM GA ��' P ,ADDITIONAL 2x4'e ,AT VERTICAL IF TOP CHORD 3) 12d NAILS I [HIGHER THAN 48', I. All laps in top plate shall ben minimum of 4' and flailed With 12 - l6d common nails, TYPICAL AT ITO FORM AN 'L' X-BRACING I `SHAPE) 2. All shearwalls shall be flailed at Yor 6" O.C. 8s noted 011 all edges and 12" O.C. Mterniedlate DOUBLE GABLE ( I 2x4 SCAB IF TRUSS • ar --VERT.WEB 15a ►�A,w YRuss To with 8(I commonsU( 0.N.). Block ,111 Unsupported edges witli 2x4 Ilatwise blocking, NOT PRE SENT D°�upLE PLATT- w/I�� co a( Shearwalls shall be 15/32" CDX ar 7/16" OSB. BLOCKING BOTTOM CHORD (. ars 0,C_ OF TRUSS -tort N,►14 tr TOP P4ar� w/I(o d conn _ BOTTOM CHORD OF 3. All able ends shall be balloon framed or framed and braced per attached detail. CEILING DIAPFHRAGM (GABLE END TRU55 I O•C• - CONT. 2x4x8' 2 SYP �((2)2x4 TOP PLATE 4. Sira (leader stubs to double late with TPP6/4 at each end of header and nail with ei glll 8 LATERAL BR CE P 1 b ( ) - _ s 48' O.C. 4 • 10d common Flails (U.O.N.). Th�PlSAL t/vTFQIBQ SFE# 1Ek'r.Jc4 O.C.OC - UNBRACED LENGTH OF X-BRACING MAY 2xctc 4 BLolNG / 6 . . 5. Pleader studs and header cripples should be nailed together at 6" o.c. w/16d staggered. Clip NOT EXCEED 10 FEET. IF LENGTH DOES 48' O.C. BETUJEENJ EXCEED 10 FEET, ADDITIONAL SCAB GABLE AND TIRFIRST unit to shoe plate with one (1) 'rPP6/,l clips and nail with eight (8) - 10d common nails (U.O.N.). IS REQUIRED. 6. All window and door components must withstand a 100 NIPPI wind load. 7. All connectors are SENICO or equal (U.O.N.).d b i d i d 8DOU . Founaton design is aseon a minimurn soil bearing capacity of2000 psf. SEMCO TPP4 32"01 e, BLE P��4rF_ 0,51E END --L- axa's Sy 9. Design wind loads arc based on SBCC1 Section 1605 with a wind speed of 100 nlph. ALL HEADERS TO BE (2) 2X10 NO. 2 7/t�'05[3 SN EAT-1114 - NA1t4.o C oN ALL sUPPocrs w/gd C°AA on- Od 125, OR BT SYP. 1-STORY; (2) 2X 12 FIRST FLOOR AND (2) 2X10 SECOND FLOORJX 4 -rRuSSEs c� :Z4d. t. 'TPP4 TPP �h ., ° NO, 2 OR IIT SYP 2-STORY (U.O.N.) FiBtr�G�.ASS NCrc.ES avla,e /$AV Fir o NAIL w/9 - loci coati, 0 ° HuRRI CANE CLIPS-- A5 NOTEA �-3Q IN sum oN A77-AG14G0 CjgA4 LT_ F Ih." 0Zit IFJLr 150ARO 2K 4 5 PF 5ruos t C;�,)-2x4 's SYP TYPICAL HSA[)E2 o� TPP4 eC1A 5 Sr2APIIJCr - UN[-E55 lrnnCa TPP4 � 0,C, D�TAI I, �NAI4 w/o -10C,4 COM) OrHF_fLw►Sr_ N61'-10 /A) 1/1' PRYW4.1- SPEC l Fl C t,.o Ch r/vA)_S J 2x4 .5 Pr SrUps @ 1 0,C, ' (MIN. No. z) 7/i(o� o,S,B, 5urArHING I NAI�. A-5 NOTEO ZNsrAI"I- f oucr DIAAeNslo►) A,GRos� STU4 s Fort Stucco FI.,Is►a . � R-li =n1sUL�r�oN ! Nord hQCNoti r3oc r VST Sruc(o FI NIsN { g� WIT14,,,/ $ Or N�AO''�2 STub S L-AP OL SHEET $141 NCr 1115 Norfr z I L.L w/ 1 "x 1 O" ICK `1 PLaTYE 2 q P.r. s 4,s -rpp4 T� Ih x IU�1 4.$,'s @3� •c. AND wlrk/N Yrnnllt ((Lgtii i�1nC )GIST !=A-3 Z4"o•C CaRNEQ S 4A/0 OPEN/NGS. V5� I ! s�Mco TPP4 cLlp e 3�''n.c. -' �,,,�z„� ,�$�• was1.I �s NAIL, w/ S-10 d CDM _ _ - 4 SLA,6 Sr2Av {j� I k,En� FULs �M1� VaPoR 13A2R/ER wySlnnPsa� cSIC. � nil LONG _ �' CMU O✓ER COMPAc'J'�4 F/LL �L NAIL w/tl- IQ� Cca�u bN Ur'f'E�l pNp kt-F VeRr @ ALL CORN4A_5 LoWiEvi_ 51­uIJ� TYPICAL HEADER � 1 �1 � t” I IV lTl GR•,a� _sty - ._ AWQ Ar 4' o.c, % MIN, 4�" f�uvK I ' /n/ro Fri. Allo z" Hoot /Nro s 2X� sva gIX Iblr C.oNC.• FrG, Y L 1145 CONT _�416 0 S f 1HCAT-HI'I&- TyP/C,41- WALL S,EC r/UN FLcaop-- Lf�\IC, L Si rtAppINC-- -`r-mco TPP4 3,Z'Io,C, l 'xIb' e,r5.@ /a� 2X4 PrSIrL Gxr,-1a/to WwM Ater'• 61AAFSON MAS@ 24"o�c, oa 5Eticty F`A-3 (2 -ZA'O,C, CLIP- $TUDS TOP AND fxP jai Ar BOTTOM W/ 7PP4's 48"0,r, L SEMCO TPP4 @32"�o.C. 2."tZ„x 1/g� wASH�rL 32” O.C. 9rCMUs = /// = /// = Z><4 Pr SILL o,J SILGSEAL- ANC x7" WEDGE _ t 9 ver�r 40 0,C A�0 (axANCHORS ® 32" O.C. AT- ALL C-ak"F-05 "-"//2" (v. l0/10 RWM 02 �irs�n.�6SH /� SEND /Nro _5tAg ANO 4" CONCRETE SLAB W/ "X / C,, ' �• / y 6x6,10x10 WWM OR HNro FT � /(�--• - . - -- — ,r 'FIBERMESH REIN[. ^//tit 111=/ll� O 41 /// wfL-4 cuAAPhLrG0 Fi4L = s r • = %/ ry r m 1// if •�-- TREATED& COMPACTED MIL VAPOR BARRIER OPR� CIL,,I 1 / 8. (2) #5's CONT.1 _4" 8. S co-jT, X5 LAP AT COkNEe-5 I_folt ( - STolzy - 4- List: �,,,-.� 4.5 coat, U55 3 :5 CD-)T, FOIL -THICKENED SLAB. -rYPIC.AL osrikIL S FOX P1jt�T7e- l I-O0T/A/� ���¢.,4CrE I (o ma Z 'Srotiv CoN+,I r/oA► f 7-yP CA --�tt" Jeffrey K. Hulsberg, P.E. _ t 2.. 570Ry �V I 3015 Hartley Road, Suite $0 Jacksonville FL 23357 _MQV04_ rN /C. �_oorIA16- &c-rA /� 3/�/�� Scale: AS AkT-Ep Date: Z 13 Revision No.: Drawn B