Loading...
Begonia Street 1008 15 7 Al" ,�4;.�z "j 7 7� �,V . By 7- r 4fl. OD 61 f I ' ll t::u-ru Tze 1700L- tr C/ 6,0 ,54- &L t-,-j K v 6 -q? A %A K K&�va aat�+� M'4'4ir�ru 4n,"m vF1 I FP-T ";4 kjl,,' pRe.FAET ra15 PL, 010, 'ISSA01 ............... ov i JW F, ArzeM k V LV 4 i OP. A T�, -4 FF�--14 % PAN 4 e,r. _-A -Al k- _y _j VQ P F1 ri e-at L- �0. e*lt; -4 r- K4klrH Up I L 101 745) k,Ww-t FLAZA 4;T, _i�A L L'. e F U 17 40 eo -ruV ge,log I F \9 (F El j OF IV'- 4-F I _42 7* MAL STAVCT I All laps in kop 4$hall 00,4-f? p9in 47 arid i Q pt Q4, di to 61'21,0a, note' d �To -1 2. All shea�%YallksOill bd�nziiie'd Pj ptdr I a -6 v w.ith 8d cdrnrh�ni-U;QK rted�ajcs'with'jxAl flatw[ 0 'B. Shear%�a 164 S Ils'shall.be 14ow DA of 71 3. All gabli ends slitall be balloon tramied or ftiniqd,M4 braced p�raltklched-detail. ca4er,and nail with eight oil 4. Strap 6ddr'3'tud3,to double"Plate with TPP6/4 at-,ei&end.of fi, (8) 10d commod nails(U;QN.) A- S. Header st0di and header,�ripplea should be nailed-toliethepat 6"Gx.��11 6j staggered. Clip, 0 unit to Ode' latc with one'(16)-TPk/4 clips aqd nail with a ht 10 c m6d'n nails- p d o 6. All window and door com onents must.withstand a I 10 NWk wind load. ARP R 0 V E 0 CITY OF ATLANTIC BEACH BUILDING OFFICE 7, All connectors'are SEMCO or equal U 21999 L 0 8. Foundatiao design is b4sed on a-mininium soil bearing capacity of 2000.pst _71� 4.. vt 09 12' OC"IN,FIELD (UNO) 71/16* OSO ROOF D�q'K. SHEAR WALL-WITH NAIL 6' OC T I . 54 collm S. WITH. I OVERSPF i KSTUDO'NIX P11 Comm, QN WfIE, L G AT,W.."O.OZ.:EDO ES lrvt r AND HCiPTt W�jll)fld kH,..TTRUSS ENqINEERr-' iota., PI.ew_4N4TALwSP LL-*J611NTS`- 0 B4OCK1,N0'ATALL,,H08jZq A TOENAILS 4) R , , -_. I � '; "., I ''1, AWP��TJ�0 AWJS M90-$GP,2 2T% a ,JACkS V,`�(ONG AN R,9R'"Y '16dNAI &AT FASTENCO TO.TOP, F11 ,A! ;�10Ck UL. ANCHOff BO`�t,*6,A�i,4)1 1LAm -"E ' D-OF-Stj 41ONLY (3)1104-TOE-�NmLS �._1,-� DOP_Ll� 2X,. NL 4.21. TOP 4... k E;i FASTER, W1 -104- 0-2- EikCH rN EAR VVALL,'(WA4 4 Olt, SEGMitNr­J'N'biOATED WITH DASHED UNE). (2) ROW& 14-A,014 12,x �ql 9401:NO). MIN 24* 7_z _T � 3 1 . i . .�7, ., - ;i-I , PLAY TQk TUD WITH. TPP4, -4 TZ2 k : W./Aw 7/16" 6511 W�R-2x4l,'SP STUDS A. OC )13�,0 AV,0 ER STUD 1x 4 SPF STUDS AT, 16 fl 0 12: OC. FAS?E14 MS8 W/8d 0C 4 6, OC oa Eoce I% yp 0 9HEARWALL AS ABOVE,EXCEPT NAIL NTH IN FIEL6.%'�s 8d COMMONWRE NAILS AT 3 O.C. EDGES AND 121 0, :5�#TU4�0' iO�R, 14-LArrIll C. FIELb,(WALL SEGMENT 4 INDICATED NTH DASHEDIJNP� 4 AS ER,1 AiTilk.7 M CHN'll-MA t PLAT .. f. . . : OLTIS$T�FlDr OM PP4, v4 NO. 2 SYP K-5 TT Ml-,PLATC-, W/T OT - '7 HER STULP BOTIOIA,�OlAitjd�',Vol i,w P4 L_eAr_1 0eARIN6 %2 If 42j)� 1 ANCHOR SOLT 4 WASHER. -OWEWIW�,O HE STU&'�,' 1 11711 1 . . Y//(AO)Bd L_iA,LL�; e, . - /(r 4W � A OC C� 6t FAS3 'its 0 A LL Lp�I t, i ri e-m L-6:5 r ca ml 77� '0 1'. MIN Z3 -40 IH Imp �kll F IT 0 (2)1 Ar., RECEIVED FIRM.ONO 1U a 0 SOL OAX JUN 3 1999 KP_'r-K?k* 7r0';e m 11 4L 4L 4L J., -Q tkOftf 4PH S TYPICAL WALL Sj!a19A City of Atlantic Beach zp L 4��) C-1 F� FLA 130ding and Zoning 0SI9 FORt AM -SINGLE S"RY LXURIOR WALLS. 2Xq9Pjft0N9 ONLY,AS,-NMD ON ftUNDATION AND FItANING PLAN. NO C6,T jjbj4S' �`7 TRU99-z-10---kTiRU�S. CONNE, in X NN 3, &�­"6`I,Z �K 4,To S2§ 19,11, j FAe + 10 6� lxl*.,��!v� R 1993 110493'.' ' t L L:-r tF� ��-ro sz- r-1 kr -A AL--Tr="A-Tt!: K: _T Y 1w, & - all X 54 4 Ljf7 - -T t�F L t-:: VAT 10 N. P TRUSS To TOP PLATE WITH HOPTI W/ TPP4 W 10) ad O�( 5d MIN 2 LOILS EXCEETV? LdNo P PLATE 024' iA"S7KESNE'0' TO TO AND VSHORiff R H OtT PER HEUR) y 3)104 TOE NAILS. TRUSS TO HEADER W11H HOPTI W/ &)8d �+ (3)10d ICE HEADER DEPTH AND NUMBER, OF PLIES (10)8d G( HCPLL W PER FOUNM!ION AND FRAIA1140 PLAN. NAILIR F I I LONG 10 TRIM TO,TOP PLATE, WRI JpCXS r.LONG P X SHO "" ASTENED TO HEADER ------------- HEADER MAT L No. 2 SYP (UNO) iERLY 3),M y �"), 9- WITH ONL YOE HAILS. FQMCILIWAY BE fASICKO TO TOP PLATE V/(3) TPP4�04*fyO TPP4/8*/(10)dd AT 32'Or. 2 SYP HEADER. SIZE AND NUMBER STUD LAN CALLOUTS TOP i` PLIES PER FRAiMING WAGE OOOR HEADER(SIZE PER C&LMT 0"'FOMHOATIO4 ANO,rRAWIG PLAN) �j EACH SIDE Of 24 W/�24VJOd R'P= TO OL MN— CRIPPLE AND �ok Dot TE Pr I AMIUDOUANYI KING STUDS. QUANTITY SK ON PER INC, P FASTIEN XT -Is MCALLOU11 ON PER &U�T fRA OE REPLACEO TH FRAMING PLAUK Pf NO.2 SYP 4%4 POST vvm q uct" 2. 11�z �LNO ON F SIAGGr"' EM BETWEEN OUNDATION AND WENT CRIPPLES ING PLAN) ffl 34 .-*I,THC "NT WE., R "LES THE CONC.R91%, 24 12.IN(T%A* y AND KINGS ALL CRIPPLES 8 Y,j CONTRAC'm Own I Z� N.—13 OOE To _K�pypm EADEAr END or rMA A:C7C CRIPPLES TO ta R7P0AB%6,Wf 50121S.SEKI 1�5?I 5d IN. 5 ad 3 KINICS STUDS &Ac" 30TTOU,PLATE S"WHEN USING; (Z NO 7N V, va"." P4 W/(12) 2zG.rRAM#4% 4 STM cv.H ONNECTION UX LSM 2s4 FRAMING. POST TO SLA13 C To,cwou STI 4jIft WITH ASP41 W/(12)16d OR SCP3 W/(14)iod. ACCW RED"E"TO C �EK LOCA DELOW GRAM mom. USW OWALL ONAXWO QPgNING& _03 ONLY A3 NMD ON d*IWKENED cocc f4'$04 MIC11" I ADN m"ING pw. W/(1)14 W UNOER COOFL IP JL nw;H So .7 8%7 OFt rAS3 AS PICK Jrp WIAII SECTION FOOTING (SEE TYPICAL TPP441Q 3 F TING (SEE FOUNDATION AND " I . ,�',,v-, WALL SECTION) w4mw�l " 1 4,W jl.fl� DOT Al to FRAMING PLAN FOR SIZE) (TWO 2) D BEAM FRAWNG DETAIL TYPICAL PORCH POST AN TYPICAL HEADER FRAMING DETAIL SIDE ENTRY GARAGE DOOR OPENING DETAIL Y,1 r J!- o 'j, IT, CIQ r lo 0 H li'd wo 0. o Air.ir SCALE Jp" N 0; A-�T I C�, r�-1 F; L AN 1/4 1 p TED11.1. 7" OF PU!S 1) N BE I PLAN 14;20:rFRUWN op ............ ------ NM �71 IP L-r El "/AT ��-Te)f2— "All j q 4�, A) 14 Ar 'xz 41 v vo, ---------- PRAV v,; ATE SCALIA;' '7J L 10 f ON 'n OF UDY, 'I �N, YRY %, "T �1�g R , ---------- (d 2,d 0 VJ/ ��I' I'L-e Wt2 Wr W N —1 `7 A L-r r-- P-1 N A- T F_:� r2 -Trz L*,;.- v, z4 0,C. -r-L�r 1 e—es,L, t -TT2 t-L 56 --v m e�2 v 0 o/ i";�Il F7.LL( klt7 e�TW4 M 1,:�,fzo- LA M L t:,-)rL T -4 T 'o F-:;'L- A 1,dI IF' 4!1 �q al 11 k114 u 4 0 480 12* DENO TOP, 9 BEND BOTTOM a- cmu (TYP) 8 111 5 - W11.4 III W1.4.- t n. FINISH FASTEN OSB TO FRXUING oil lal-VOom r-ecyll N(40 -1 . 1 T llm�4 GRADE 4--J 03' OC ON EDGE. V 4 T A, 2r0lGTTCmr,'G5,'! CUP TO GABU BLOCK SHEETING IN FIELD WI H Od. T 4' F GABLE TRUSS CHORD WITH'SEM 1/2" EDGES WITHIN TOP 9: AQ? '.001 ONCRETE FOOTING CO.. 7/15* Os 0 F a HCPU. W1 B)Bd* N-PLACE 15 CONTINUOUS 10 x a 06 7 WATERPROOF BARRIER-- 4 6' OPT. EXTE 'ENS NN IN BRICK'LOCATI S FOOTING TO BEAR ON ON FNO PLAN FIRM UNDISTURBED SOIL GABLE,lop CURB STEP SECTION ',,&' z CHORD, ON ,1 4 . 4 VERTS I r 'BY,T LISS Le T S ECIF150. CMU STEMWALL SECTION /"�,2 o/ bio CVPCNO GABLE TRUSS 0 tATE 4 CHORQ WITH Q�PSVACO' =;-r H Wl( —(2)14 CONTINUOUS 8- MIN B)'' ad.. 4 4" c Bol HORD 6 111 5 - W11.4 x W11.4 WWF 1-4 MIN Ilk ek WATERPROOF BARRIER 8' SIRAP a TRUSS lh.�\04 6* OPT. T N I N IQ STUD W17H 204' SYP �ATERAL RIPGA812 WITH (8) IN BRICK ATI NS VATERPROOFF�ABAARRIIEERR L 10d AT JIFI' I � -1 \-�5 x 6 - W1.4 -x.W1.4 WWF ON FNO PLAN b CONT BRACE 0 vilad -j I THROUGH BRACC WYO 1 -4* EACH TRUSS SOT CHORD "Of BEARING WALL FOOTING SECTIOr GABLE END BRACING DETAIL MONOUTHIC FOOTING SECTION L A rZ�) Li t::�?A 1/411 1) T �l PR I 0 :4, s .1��7,�-4 t'40 CJIF 110- "Tk; Av