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Main Street 925 � I m � b NN ------------- 1 - �~ - - - -- v . - LLI lu / - \ \ ti .......... l _ ` K\Y \ T _ T _ e 1 — r - -r tu ml .. K\ - r' .f J/ L" LU ZL T- - - I l - __ �;_ U � - I Tf- /' -ter �r -• - _ -- --- ------------ - ------- -------------- f - I --- - --TTI DING OFFIC[� TY OF ATLANTIC BEACH- - -- 1 I _[ F E B 1 8 1999 i - - = _-_ - - - l I. 1_I I r rrr rr - 1- -1 1. - --- -- - - -- - -- - -- �� J _.[_ -- -- __— l I Jf- f f EREY A . GARLAND Rf-51DENCEp 1 u COT 4 BLOCK I G - tl Cm Atlantic, Beach , forida Vk by : 13E5TCON Inc . � � p1 P��N� qg RECEIVCU � F F.113 4� 1999 .-J Cit - City of Atlantic Beach Building and Zoning 4 Att 131 13 4) 571 j cv i L 16'4- 2' ---------- 0 ED 2' I lu LU 17, I (n 2500 P51 CONCRETE wl z f IBERME5H OVEK COMFACTED (n 0 TREATED 501L G MIL V15QUEEN C� z < 21 0 -------------- 5LAf3 AREA 145 1 561 ft 1 9 18 112 )0 U2 _1/2 Z 1-0 HVAC PAD J, 1 3'3 /2- 3 1/2 ...... ------------ I GA 112 L L C) 112' 13 1/2 ........... 104 112-- 1617 112 Z -------------------------------- --- ---- 2x4 FF rAl wl 112" x I Ot' i 112' x 7' Wie Detail B anchor baste,baste, 32" OC or e,51rj Detail C Detail D Thic�_-recl Nab mud 501 archm 24" Detail A 17olts (a) 32" OC OC M 2" x 1/8" WaMlcr5 20'x 12' Monolsthic 12' x IV footinap w12 - #5 #5 Ut3AR. JO CONT. Thickened footinq 4 2 - #5 CONT. � 4 ..................77 7to FOUNDATION 5LAB 1 � 5hearwail5 nailed at G" ox. on edge and BERBER CARPET THROUGHOUT on �e�t�rm to �������� ��► common oasts vas ° uinl rTFT-FITFTIIILICLI01 DD UTrinrrrrnl3 x ( Wim' 57' �__-------__-----.—______-___ _ _. _----------.----•--._. -.____ ___ _ SFtaru�a#t5 rrairard at 3"a.�. on edles d o 12°O.C. on Intermed+ate suppc4t5w+vvth 54 i 'n 19'6 I!2----._ .__-._�_._..__T _� - I A'10--___-- _ —_------- - 22'7 I/2--- --- -_ ------- - ----'{ anri+t'ton rwf5 i ro -_ _- - - I ---------- .. — I i'6 __----- -- -- -- 3'� - 59 1/2---._ -._ _�----------—.__._._. I G'10 - - Glass Block_. - G50 3050 I W i U �„�, _ �� �T ,,,w.,...-�-�-�-r. ..fir'--'Y�;•"-r .� � I w Noz3o War I? WR123o W301 w3G30 I [] I - _ -- -- 51oped Ceiling i C-)BLBOd,3G BOR123G 5LBO303G CR 1°a C9PPLES WIM I - KNEE WALL - 40.75" I I t Z � ; • - .-, !',i. ,, �r'`-;,, �r;;QN 5roped Gelling � ,l I Q I (Do II ' GREAT ROOM I � r to I CD wI �1�17� i :� PLATE HEIGHT- 7-0e 21 '1 I x 13'4 I i GARAGE ,} I IN 7 I KITCHEN ��m j I ,, 14'3 x 1 of I o ,o' CEILING I . I qUj PLATE HEIGHT - 7'-0" PLANT 5HELF OVER I o `p I (L a d i I '. 28G8 /. .. . . .. .a' I I�') I/25'4 1 ' ' .. . . . . --------------------- .----- ---....-- I O' CEILING G - 212 - :34 O �� i __._.._............... 1 - -- --w _ - _-HALL. � I- .._ 20'4 x 3'3 I — _ - x. Y-- VAULT T2 423'1028G8 2GG8 I COdam. I \ °)z 10,C (LING ` I I O\ l o � a f I- - - _ - --- - I �t -N ud � i i I U I MA5TER BDRM O r CLOSET I 15'1 1 x 1 2'I I o -1___ _._ d `� I SPRY owa/ j BEDROOM I 3'1 1 x 5'I'i) 51 x '1 1 I I m I c=n L I 10'8x I I I I �a Circle Top 1 1 ern I p�p Window BATH I --- BEDROOM 5PP2432 81232 BOR2R32 N I TRL 1 CEILING I � VAULT 4'l i x T1 I 30G8 I i' I I X loll 1 •22 .zz.3 .z2 cQ w 1 I I ---- IMA5TtR ATH I I ) o2a I MYS��� ;C7 , 5'i 9 m / I N PORCH 3'1 f x'i'7. _ doped Ceiling _�.._. T z-zxlb T3050 Geduny at U-O" O above ahower N I cc1 U I FC`jT t 0-'E:USC(���SIMPSON EliI'I I��2- -----•-- 211 8'3 1/2 0 r.i,FI. L--- _-- 1---- - - - J LIVING AREA 111 1 112 12 13 sq ft 2'9 112 2'G 1/2= g ..w._-- i --_ - --—- I 1- 1/2—� T _ _-- 5'4 — 4'3 1/2-- 2'4 I/2 - _ _ _911 1 1/2 __ T --- 518 ---- �.m.._-- — 1 G'� _..___ _ _ t17 D © j 55 4-1 OJ i F I R5T f LOOK PLAN All load bearing head8r9 \ CV Ln C) ED o ca LJ cm OUTLET AT 42' 1�77 LU PIPGarbageGREAT ROOM tu GARAGENor 150 AMP 5ERVICE--- Gri KITCHEN z < HALL u z 0 s MASTER DDRM (so ENTPIY-' CLOSET BEDROOM \Na 5D -0- BATH BEDROOM MA5TER BATH inz 0 T, WT- ... FORCH LL, 14 .. . ..... ...... I u-i LIVfNG AREA 12 13 5q ft G) Z CL 4� ck I `n Sia v ci j 73 C i 0 C\1 N _ v Lr)� ro en S cQl -- f - - �`- r r I 1 J I D-- - LIME] T - I- I I. El 1_1f1. r�_I i i our 1- 0 i pp f T 11 t I I �==T� z_ r=r . _= r... rrr __ --�-��� _�� �Z'-�"_ -CLT-� � .� ��1 _-G - _ T3- S- 1 -r-- -T� � _. S� Z I_ _ Z�TC r SSS -r_ _ c - �— �. �_. �- z_�zT�-� - r G- r.z L --r..- �—� r_- -�7� t _������-.�-IZ����� Zz_2�-s. TSfL��-- � c _ ._- �_ _ rL z = .rTLTC�-� L�-r� �rr-�— -- �_ S LS �L ��� L.LC. � L �Z� �fZ- -_ �. }L.� _ _ �- - S- s. � ��r r — �-- �� > - _rte-- - TMrs. -�� �:s_ z��� - - =��=T -S_ 1 s= �r-zx��� zrrte � - I � i 2 LDIi1 LEFT ELEVATION � I i G z Goxq-� C8, wwv -r- en L-T- va fH � A u I T-- -T T- --T :,;:z.-,T I-T HF E�E±H---T T -P ILJ tu uj ED Q C) REAR 'T EHE E E,= :E a- T 7-L =-T--.f: -7- -:L- 7-=�-.l T -T =m) -T- ----- - - -1- 2-- ,q=llf�� r L- T- L -T r Z- --,E�- IL -T 1: L: -1� ri-I-= -=I- T- T- -r C7. -T. LU E:- -Z-a-­ -E -T a/- uj I T-- T T T-- 7- .7 - --= - -1 T H, -T -T -I -T -—- ------ -- I L tLlJ 4----L L sale RIGHT ELEVATION ,- f STRUCTURAL NOTES STUD TABLE ''.'.,.[ MANUFACTURER CONNECTOR NAILING PATTERN 1. WOOD FRAMING SHALL. COMLY WITH SECTION 23 of STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS +/r.twA yam" ,wlLtanrs2' THE LATEST APPROVED ADDITION OF THE SBC CODE ./r.r•Nr'wwt151i LATH prFmLAm use iv,Fsou INS 0.w cur CUT LENGTH SHALL 6E A•• CEILING No. 2 SPF No, 2 SYP No. 1 SY.. SOKQ I"AT 20 as UDQTH FDR 16• DEEP JOIST SIMPSON LTT20 10- 16d COM 4. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE HEIGHT x4 x x x x 2..w nLL oN tissEAL ". •/so" A•'Jr USE EPDxT AWWOR ONLT vlrmiN _ NAILS A MINIMUM OF 4'--0" AND NAILED WITH 12- 16d COM , s•k,O.f0 wwi11 M 6' OF EDGE cDN[RETE ..� , 00 1 SIMPSON MTT28B 24- 16d COM NAILS OR 16- 3"x .131" GUN NAILS. . 8 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"ac. 24"oc. NAILS CLEM -- 3. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR � SEMCG MT5278 24- 160 COM BRACED PER DETAIL 9 ft. 16"0C. 24"oc. 16•'oc. 24"oc, 16`oc. 24"oC. '1 ",. A r►UNION IIAw�,F1+OV[11 NAILS nwwco.Io ETPIp[i,p IKL - - 4 ALL SHEARWALLS SHALL BE NAILED AT 3" Oc. OR 6" oc. 16"oc. • < '• cHo SIMPSON HD8A 3- 7/8" BOLTS i0 ft. 12"ot. 4'oC. 12"oC. 24"OC. 24"OC. j (AS NOTED) ON ALL EDGES AND t2" oc. INTERMEDIATE d IV*cow, uwr" � - �K2rwwEaaas TAT,"� ^� 1• _� �T w/ 8d COM NAILS (U O-N.) BLOCK ALL UNSUPPORTED _ .,awl.<, c. EDGES WITH �x4 FLATWISE BLOCKING. SHEARWALL5 1 I ft. N/A 16"oc. N/A 16"0c. N/A 24"oC. rwa wi 11 - 10d CDN _._ -- SHALL. BE 15/3'•. CDX OR 7/16" OSB. (U.O.N.) IN EA[H END LENGTH F' I YEW AND 9DTTBH „ ,+,, •T,• HOLD DOWN .ANCHOR ALTERNATIVE EPDXIED ANCHOR . �srosr�eaND1T1oH � •� _ - / t 6"oc. 16"oc. 24"nc. ci6 AT �r'�c W_ _ 12 Ft. N,A N/A N/A 9 TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER 5/8'.8• WEDGE -� � 5 STRAP HEADER STUDS TO DOUBLE TOP PLATE W/ I,f,J A MTS278 ANCHOR �;g" THREADED ROD WITH MIN. EMBEDMENT IPPA/6 AT EACH ♦ NQ OF HEADER AND NAIL w/ $- lOd TYPICAL Z-STORY BETWEEN FLOOR STRAPPING __ _ -_ �___ _. _ - COM NALS OR 10- .131"< 2 1/2" GUN NAIL5. 13 ft N, A 12"oc N/A i60.C. N/A lfi"nc.• (G 3/4".8- WEDGE + ,/2-.OWMCcwamJ30D2•w• MTT28B ANCHOR 5/8" THREADED ROD WITH MIN 7" EMBEDMENT ./:•.r.lurwAo+ue F. HEADER STUDS AND HEADER CRIPPLES ;MOULD 6E t4 ft r•I;A 12"oc• N/A N/A 16'1aG. ALTEFNATC VW IItNWN WA 00 ��-----" - ---- -- --`•- - •" NAILED TOGETHER AT 6"oc w/' 12d GUN NAILS ( .131x 12"oc. xwCO FA-3 AT 24'a.. '12".7- WEDGE -- - ....�. © i •4"�"' LTT;0 ANCHOR 1 /2" THRE APED ROD W,TH MiN 5 EMBEDMF N T 3") STAGGERED CLIP UNIT TO SHOE PLATE WITH +/suco*04 0 0.0. tiA 000 T.+A+os _ _ 1- TPP4/6 CLIP AND •NAIL WITH 8- 10d COM NAILS L9.. .Tec"Hauwruvoscc.HNr -NUT w/ 2'• x ?•' c I;8" WASHER rN - -_. .--_____-_.__-. ---- -_-�-_ (I' h r'I.l - HD8A /A 3/4" THPEADED ROD WITS, MIN 8" EMBEDMErJT NOTE: THIS TABLE APPLIES TO STRUCTURES WITH �_ -----._. - ----- ---.. .� - ----_..._.T--- D__E ALL Nn IDJw AND DOOR COMPONENTS MUST BE DESIGNED TO -J WEC�E ANCHORS SHALL BE "PAWL- STI-D" OR "K'INIK-B-t-T" OR AF P(_'VED EC'UAL T r MEAN ROOF w a , BEAM- w/ 1/2" THREADED WI H;TAND THF, DESIGN Ll7AD5 BASED ON A 10O MPH WINO HEIIGHT LESS THAN 25' AND CONSTRUCTED IN WIND ' iULYAPWewlliall / POD THRII CENTER FPDXY S,S7EM SHALL BE SIMPaUr� "EFO.Xf-TIE" OR HIL 11 "HIT" OR APPRCJED EQUAL OrIF Tw mw Am cCNrACTm rEA Z 0 N E F ' S ;^;1 ""'•MF';❑N PA 51 EMB TRF"+�= f3 ALL CL��NNECTORS ARE SEMr-O OR E,al'AI (U O.N,'1 10l'J MRH OR L.F:�S. O 25,..•;_ INN.2A•LIP O wRNna C I P I raRAGE: -LAB T.+ICF'ErJEI) Li �E FOUNDATION DESIGN I, BASED ON MINIMIM SOIL -- SFS STUD GRADE MAY BE USED ON 8' OR - 2stmCp1WNALUSE UEPMACA'T COLUMN 6EAPIN(l CAPACITY OF 2,000 psf, S/5'.CWT. /' LESS � 'EMW•'LL NOMINAL PLATE HEIGHTS ON SINGLE STORY AREAS OR TYPICAL MONOLITHIC FOOTING 10 [-_Lz:I-Cry WIND �AQ�AR��A D CiN TH 1 7 58CCI THE SECOND FLOOR ON TWO STORY AREAS. B S I Tl�h 1 WITH _/INL?SPEED QF QQ MPF J. ., :TEM1✓al.L r❑❑T lrll.; - BRICK VENEER)VM I'NR SPACE // / NAILING • AND WALL TIES At 10'W. VERY. AND A7 1�/'11uHV 04HGYULf Rr,Mrd9Ht►9d wpm+cAHORII v. C AND wEEn 1,oLEs. I/C" THREADED / CONNECTION TYPICAL Kilm ALTEWT1 NIALM01 AL j IWTE NALM 2 2.4 PT SILL w,/UNIDO rPPA AT 32"OC r--COLUMN BASE i 4DhdollhpYiE____.._ 1 -1 1{•0.191• �_. r a I/2'+ 10"A.M. AT 32'DC. ./ :-. :•. ,/e•WASHER ra,gaasdDl6rdt7'aa rDaa,�a�6arcet2•aab raamsdpnrdranh hrlslydTlleAdaaslnm hEWdwB4Ot31"sz17 Mdsq+adlaDApArpn '. V caHc. SLAM 2300PAI FOUNDATION aw•Ilrrd _� _. casraAv � _._ 1� T2'33y1 -- FIBEflMESII DR 6.6-tb/10'AM1Yu t � ` / htl,E 91M.L13danRnrAn hEsldwN10.191+•xZt.? 'i \-- 1/2" r 10•. GALV ANCHOR BOLT ?�1:t►1!+1wA__,__�_ wi.lr tom^* _ �' `:'i d'aam�T4ppalq AI !'aam�wu SaaaD agputrwih we,inD*9dw of w" 0.131,12 uocaol►IMra I.Owlrlhywawu ' 1 TYPICAL +PERMACAST" COLUMN vr�ltw%a TIwIL6'aarps,wnAr nr,nirTlydl Ir rLr r.waEtpraQFtlM1Ar .••� 1 dYi..�+odve?r an�ir�rWnrdrod�. � ,.. CLEAN.TFREATED.COLPACTED FILL / VrorltwRod MIYdWIbadaowsmdv twtAcidwM&IM' 21/1 h 44 a•CW SSTUAwALL w/ 114 wd+rICAL 04 B E t`J T I N r C F C.]C]T l r J G a i 1 L elwEtl lrL tta upll zar _ a Nk - ---_-- { C AT AO•aoC.AND ALL CORNEAS. r/ Tqr[ • .,A• I 12'HOOK[AT 3AB AND a•HOOH tlVEwNGS TO 'J �� 4 � A 4•Sd O/'9RCaYbl6 Rld -_-- 191'11 tr1'1dFYI Y1wF T w� THir� LrIED EDGE Mv/ p t'L.►7 ::,}, I muff` USE (1) Samo TPP4 d - -_ t Rolls srl -- I amsoR _ 1o•dWrt V21Lr l [M_1 ••/1 AT Mn". TPP•/a TOP ANC " Comm � ' __94 F F'r --T Y F'1 C A L t>��) w �,► I I ZO•. 1O0'CONC OPENNGS V rC smw au1t05r Md4.11Wr' _ FDOTWO, A'/2m ANT. 7 ATDTN USE ` yy ✓711D00 OalAlldl ad•a1erR9 hw }•� _ ��• 1 121 TPP.��TOP 1 #5 CONT. INA hrnR --- FOR 71110-STORY - _ Y� 1•- 175E 22'410'FTG. TPP./a AT )2• oc M, ITN,[AL) t'r41YTA'ho 2 rnq*4x STwA►1W1HG(usb) --- T PUL=26.1 G1/lFleiR PLACEMENT OF SIMP$ON PA51 EMB. STRAP tiT�spl_IfT>Til Mao � a TYPICAL STEMWALL w/ BRICK VENEER UA Of 1 �YEp b-+admFw>nna ___.�-�a+er=svrlrr AT EITHER SIDE KTRz J 16d*bm PI-ATE WST BE w . CONT BETWEEN / BOLT ANO KROG . 2.4 PY SILL w/'SE"A TPP/AT 32.OC. SR,O 6 1/2•. ion ABI-AT 3r OC. / MUSI DEBwT,an++ PRE-ENGINECRED TRUS->ES AT 24" '-IC. -- - -..--� 11/8'WASHER s� KIND 7/16" 'STRUCTURAL ROOF SHEATHING _ A•cow SLAB 230DPr w/ FlBERUESH OR Ls.a-To/10 rwu yr . 1,o• ROOF ;HIr.GLES OVER 15# FELT - •-� \ 2x:1 OUTRIGGER (� 48"Cc, -` • N,C+gR L AT 32' aBOLTS 1 4 OR +A- AT 24• Q e ITM°�1 BLOCkING REQUIRED BETWEEN OUTRIGGER � ?/lE" O56 SWEATHINC• NAILF,(� AT („ OC ON ALL HURRICANE CLIP H--•2�J OR EQUA� I tT. { ';' SUFPORTS YT/ 8d COM OP ?d PING $FIArJK. f y, TYPICAL HEADER STRAPPING 48'OC. CLEAN Tfl1EAYED.COMPACTED rr1 I SIMPSON M P S ON A 5 ' ar cmu S1TEww"w/ 114 vamck y:6 �r�c Aum •/ HURRICANE ANCHOR AT EACH TRUSS / / ZX4 BARGE RAFTER CONT. p. y� I• :{.,:•'.• 'ti`'-��• _ 12•HOOK AT SLAB AND a'NOOK / / � { •y' Lr s} t AT roOTUAC L SEE SCHED,ILE 1 / SHINGLE STRIP � r 2x4 BLOCKING @ SHEATHING JOIN 20"x l0'•CONC. `TRUSS 2) 2x- SYP DOUBLE TOP PLATE w/ �•' 4' FROM GABLE END 7 FASCIA + J FnoTlrk T./ 213's Carr `` t FOR�•s� S-16d COM GD EA 5EMC0 TPR4/E� AT 32•' OC � �� 1•-a' USE aItgcG1R. BLOCK (TVP.) CORNISE DETAIL AS 2A4 `=CAB CONT TOP •TO TOP CH ORD OF GABLE END T TYPICAL STEMWALL / 3-12d COM (TYR r DROP i/�' - PER GUILDER'S SPECS BOTTOM J 2x_ SPF �2 5TUD5 AT 16" OC . CHORE) 4 8' FROM GABLE `-7x0. BLOCKING ¢> 2a'oc CONT. 2x4 SCAB FROM TOP '\ n�.?A e s FOR I BOTTOM CHORD ® x-BRACING t1, A (SEE _TUO TABLE o 5 ZE5 3- 12d NAILS TYPIC 4L Al SHEARWALL AND SCACING AT VARIOUS HEIGHTS) X-pRACING ----•------�\ / (PROVIDE ADDITIONAL 2x45 VERTICAL IF'HIGHER THAN 48 ' 7/16" 058 SHEATHING NAILED AS NOTED 2x4 SCAB IF VERT WEB 15 ` TO FORM AN "L' SHAPE.) NOT ` �`I • CLEAN COMPACTED FILL TYPICAL. INTERIOR SHEARWALL TO TRUSS CONNECTION 1 I0.COM. d• J 2x_ PT SILL w/ SEMCG IPPA/6 AT 32" 0C___\ 4" CONC SLAB 2500ps� w/ PRESENT �` TOE NAIL TRUSS TO DOUBLE A \\' FIBERMESFI OR 6x6-10/10 wWM PLATE w/ 16d COM I K FOOTING AT OC. CONT 2,,,4x8 #2 S YP �,\ TYPICAL THICKENED EDGE 1/2" x 10" A B 32" \\ LATERAL ' BOTTOM CHORD OF GABLE • q ' 2 A STUDS 0 ,a' ..: w/ 2" A 2" x 1/8" WA5HER BRACE ® 48'OC. END TRUSS y,. N. 2 a al SPF 2.A STUDS O.la•o.C. CLIP STUDS TOP AND BOtTOH .. . NO. 2 a BL SRr w/ SELKA TPPA a 32•... 1~ 2- 2x4 TOP PLATE 8" CMU STEMWALL w/ 1#4 VERTICAL 2x4 BLOCKING 0 48"OC. CUP"AS TOP me BOTTou '/�' • '' wEba[ATICHORS AT 48` OC. AND ALL CORNERS. w/ BETWEEN GABLE AND FIRST 21•4 X--BRACE ® 8'•-•0" oC. W/SEMCD TPV4 0,S2.O.C. • - - 0 32'A c. n/a"x 7•WEDGE A1,CHORS 4'CONCRETE O CRE�WwM"ORw/ 12" HOOK AT SLAB AND 6" HOOK TRUSS. 2x0. STUDS C� 16"oC. _ I 10 3r o.e. FISERUESH R&f AT FOOTING. r 1' • y CONCR[T(%m r/ 0 AOL VAPOR PARIM OVER ��j i, q �uw OR t r 0 s CcuPAVICO ML 20" x 10" COIAC 43 I FOOTING w/ 2�5's CONT. �. I tl Mq v ►+ar+1EA OuG (x) / S.i cow. ---- 2- STORY' FOOTING TRMTLfi CQwAT.TEL n1. - NOTE: FOR 2-STORY CO"Or" ALL MEMBERS SHALL B E SYP •a7/e-A gum vsE +'-a'w,OYN ./ 3 051 coHr 20 x 10 CONC. t-a" NOTIC ma r-$M*f coNwm FOOTING w/ 3#5'5 CONT •""� . •vu 1'+B'wim w/>/Yy COM. TYPICM. INTERIOR BEARING FOOTING , I, rrPICAI EXTERIOR WALL 5ECTION I, I TYPICAL GABLE END ( X-BRACING TYPICAL INTERIOR BEARING STEP FOOTINO I v F Ma`i n