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6th Street 316 (2) r , r Y • 17, K v o (I ° u N Lowr- I, I AKdt, i\1 T �r -- 1, co�1G. ylA� oN �• , �. _. __ C, u � tZ I I T -- A P- K I Ncf s &l•4' la" 'ZOO On YELL lific ATF 7 � Ftal1�� i h i 1V I nn M I I`ICi p0C�l� — _-_----.__.�_..___ No 6519 -- — -- STATE bf REVISIONS, 6. 61. N �j8 fI� _ _— 1i SATE PEL pE :1� G0I. IA ra • � III C7 K. I V � KAIJFMAANN RESIDENCE 316 SIXTH STREET ATLANTIC BEACH, FLA;.,, STEVEN HARRIS DESIGN 7 HARRISON STREET NEW YORK, N.Y, j oo ;�: 212 431 78 � -Ale1'--0" I ! ! 5tGl M, h5oN . I NOWS- A`Sc, 1A M hx:4eLVUs, � I 7i_�C01•. VA5;E AGAD GI ALL i:LNATIdNS RELATIVE To or .� fl)UH .� IST y i TF_ 9 j Q .:,v l r j I I N G F-A t✓ o 51 TE TO moi' z .T 165 i , -PATO M r,!, a r + j i .5i -a" Al 00 y--- / o CS '� LA6 ON C• 1 LL q x 6 K I�/o �v�vM�C �) _ 1 3 10 7 000 SOL �A�� C 1 j ► r - , (D � ��-- .� � �L 2'• 11 ,- .�:= i� —�i �4 AYc j I �11 ra 1 I vp GoL X 10 r'Kc�yT - ( ��`� � 'I WAyTr_ 00 j MO ALL �L. 21-0" To I --1- c.kv. CoNC ell i_�__ T j 2 f-IAv� r'oL CaNc r,N, rL� F{.�v fol a,r ' S o L�.I.M ' - I � rr !, 1 0 0 - 1 1 !I --- --- -4 �---�— — .'a ,�' _ .•I':�. , 1 � nip Y r rr �I �a:`k•� ' Illi. �'' ?�� i.. -f f } ', ' 1 • I' �n 4 �'-On .r� ( `. KE��� p" 5`q 1N i 10 -8'r (I ��, �SIFIC4 -� tv ' �Y�i► d,,0 i I �i STATE OF. ' — 0,1 -o . 2,r RVISC fir ' if-of '. 1, , q_ • 00 =� � 1 , �`-to �~ � -0 GDNG r7LA� � II FOU `ID�T�O�y wwn T�fL �x 6 x 10/u � � 1 r PLA K� CQ.L A \VALE- 15 1 I I WWr r o 0 0 'd1 r RE, D _NCS 316 ( �T STREE AT LANT'1C B► ACH, tA (a, , s NaTrx o (T J F) _ - I 7 j o I 1 21 111211 -9if A tet. .�•.,,� M :i( - v TEst -W I II 11 I I II 21 v 7 , �-.., 0 7�i�� , 2i �'� q,•1:3n 5�2n �1•�n �;2n 5�.�„ � 211 �I,�n � _ . - �j'�12n-_ .. .. ".I��• ��211 3►2' ��I,���II 2�•3�1 3211 �- . rM 4 % X ' y I. G� ON `7 T N A6 �! I' �� C• N ►_ f fD NO 7E K I N MA� yTic r�o�e►. w _ R - _ 5 MC7.42 M ENG q 10 ►► V W rL. C NG, SLAB gBoFv - 1 2 - or I yarn n r M50V Q P~ N r r_rT � q Q t SAIR i 3 1 c K\ . a a� R o C f. - _ i ... C+ o. 6518 a _ .. - - El '�a101 STATE OF cz El - - 10 o o R i/1 IC�t a Y � >rL I I •d�� --- P.-- s N 7 INA �- �n i Q 1=Q -I I N c o ND rLa0R:: �I► i - CONS T'R11C1�1QN' .r I u Q h4r �J2 1 n 32 `�jA �4q Q Sn II n 21.bh E q e PLAN I I ❑ I ❑ � � N /Z1'7 1\AUF �,NN RES101 +1 316 SIXTH STREET GAII I o N ATLANTIC. BEACH�L• EA �t 2' a' I, '► �, a STEVEN HARRIS � DESIG[ 7 HARRISON STREET -- ;: (�EV1l. YORK N YoQO 13 } 2 .2 43':1 7 28 R. , r Tl • .. - _ ... 1I 10 10 . 8. l0 ga b • 10 l - ff, 30" tt 1' " r " 18" " "i► irnrn. 02 lZ G h -' N arc, ucT t_• r, �r- C 4 1 r 4" � I Lj ` N '7TACK P W,p P4GAl� I lot. "bit � t t I�7 2x(v A. C. _.Tr I - a+a �,2N J"Q 3�L - IP ,1, � - __ _ ••-----lll � a,t 'a m m O v q�,cp No. 6sig V7 STAtR 19 STATE OF into RgAgIONS)a IN() R 7 2n 2 t ECO � � � 1 x2n , �� co--NsT R I �10" 1\V ZI _ P'LAN �a" 'p�vYER'uMrr 2' �'�p 1,4" UNt7ZLA + .. — �Q Ba. 5u$ LrZ(CAfa gr;D�vNz) N KAUFMANN RESID.ENC - . 316 SIXTH SREE ' E ESQ-�EDf00 - i , Q ATLANTIC BEAGH, fA�:; ';' � , �,:•. . ( to fi= , - 5- VEN HARRIS ° DESIGN f qrt o� Ru GS 17 I N - '' ° °• - N w •7 HARRI ON STREET � , - NtW YORK 0i 10 Q 13 , 111 1,5 R ° 7 8� r p V 1 f ry 1 u ' K l t, 1 . 1/4" ..4 T-0` 27 52 3�Z 2I z 5 2 "S 32 :• t f 2 O 1 AUGUST 80',` °� aid ' IT ;+, �- 4 +,urn }T✓p > a E asp '• � ` yr ' I , it f • I /i.'.d// /iii///////ii,i%! ,T401, al OF rl/i �i KELLIFICY 1 No. 5519 1 STATE of Flo \OP kavISIONSs i I SLCT IONS 1 & ..2 K UFM �' E_N - S .D 316 SIXTH STREET ATLANTIC' BEACH, FLAB' a STEVEN HARRIS 6 DESIGN .: 7 HARRISON STREET NEW YORK, N,Y; 10011 "' _ 212 * 431. �4, 7 2-P7 7i r T I I AUGUST 8 ," . 1 aI 7 r „i r T�: KEEL F ' IFIo + �,. No. 5519 _ _ _ I M. ,. T ..._1...._V._�...._. � rtn STATE OF lo ROVISIONS; ul BUILDING sCT�aNs 3 . 4'' I} r_—�;r� , KAUFMANN u Ll tj Ll L RESIDENCE'- --- --- 316 SIXTH STREET — ATLANTIC BEACH FLA. C I STEVEN HARRIS o DESIGN. 7 HARRISON STREET 'NEW YORK; N.Y. 1013 212 431,:* 7287 Y a� 1, AUCUST,86 NOTESLl , i } 1 FIN . 11IL-i CqT No. 6519 STATE OF c • C� �� R 1 OP T ` ROVISIONS"s•° ECTIONS 5 & 6 'tit u u u u u u fl u u u I KAU`rMANNI-,�.. _ RE5 DANCE -1 0Fj . 316 SIXTH STREET ATLANTIC BEACH, ELAS, STEVEN HARRIS i DESIGN 7 HARRISON STREET I NEW YORK N.Y. 100 13F. 212 431 ° 1287'- , . 1140 — -- - --- I A00. . S � I t flu d E7J :4 4 J. KELLF, 11F IC No. 6619 _ I stn STATE 11 BLfILDNC. SECT!ONS- 7 & �8 I� J i fi I I II I II r_ KAUFMANN', ii REST DEN 316 SIXTH STREET ATLANTIC BEACH _ T. u STEVEN HARRIS a DESIGN 7 HARRISON STREET NSW YORK, N.Y, 1.00`�3 . 212 ,,,, 431 ° 7287.' I fdamp. w • AN }& s Auclu, a-� X •J r till i Clip� Sl Al of ED E NORTH KAUTIMA, NN 116 SIXTH STREET ATLANTIC BEACH, FLA. STEVEN HARRIS DESICI ' . 7 HARRISON STREET NEW YORK, Nl _1 001:3 .212 q 4F , JA - 1 AUGUST 7( , r i ROM FFIFfil . 4, i YCELt IFIO , qPM, .p d No. 6519 STATE OF 4 F P G'� tpRIO RGVISIC N' SOUTH R 'VAT O KA _ MANN REST NCE M6 SIXTH STREET ATLANTIC BEACH, FI &'; STEVEN HARRIS D$lG 7 `HARRISON STREET NEVA YORK, N y 1 013 212 ,4 431,F 728w =7 Of'Al NOT8� � y h ! KELLp IFIC No. 6519 STATE OF R1 N VIS El LIF411-L FEE-9 11 KALirMANN . RLSI DNC 1 6 SIXTH SIRE T 3 ' ATLANTIC BEACH, .' STEVEN HARRIS °�DNICR' 7 HARRISON STR5ET'b NEW YORK— N.Y4 10010 • 242 * 431 a 72,97 ',-. . / NOTES + ' . may, p ( c., � - _ � :, •. - _- ---- --- ---- _... . _ (Tyr) - - 2X I p r VU-AL- c�lP CALF . V CRIMP ALV (-CY }.. MEAL KoorW ori V4Cl,i�5 (�`�Y) 12 2x12 ! M RibG �LY1VdpP oN PtAM (!� P imp, ; Xan n G i tl T7 VENT. MEAL �1:Et�l / r ATTIC MT l J. MA>ZU►N MAGNUM I --• - TILT TLar wlNvb`v o 3 COAT STUCCO Ar - - - oN Mr-T L- FATH. ON �4 'Pow �Y yTYR• r HVAC--7uc�- i 2A' 4 kvv rru17� - '1 On O.c, ��`��) 2x S G0 ST ruz- 2, 6,, o.c 1P rApT IAL G -IQF3RGLj I2'` GYoN 2x4 ---'L' BATT INyLIIHVAC vu c f I pTuvy ('tYP) I'-D" o.c• 2"X h" ALASKAN 12'X A`f G T � �Law ccpAfZ T r- 2'X la" I y�Lr:cr, - Y�c' SAG Tfa _ _ <1 2X10 I ;`i�LFGT GON�T. I� I' "O.C. K r f �- KEEL4y �' �R�IFIC 9 F` v 0 2A 10 #1 *rwoeT, No. 6519 p C.0N TY r. STATE OF ._ FLJNP SHTHNGL I 60A4�c o D - ON r'1ETA LATH (Tyr) N 1 VAroK 64V NAILING, ! -- - REVISIONS: y01;P 4yr IAV TKAN yOM1 WI N70W __ c 4 >:A rZ 2'x ° 4 'FARALLEL ToL QcK�T .Sc�RN bR5 - WAU. ( 'Kr 7K jC vwG C-2 - t - - - M`TL 'PAM�L,, ANCHom, YKT %"GKN pOOft KUFMANN. rlNi5H rLOOR, _ fin TNICI< R E. I / r t coNc. rAvF-rzS =-I ' 31.6. SIXTH STRE T ! t" pLY�vP.yHTHNc • --�'� GON.�._. SLAG / d ANcHo2 �oL, ,�• - . . - o a T µ . . ,.�, f ATLANTIC BEACH, FL;Aj 9 ' n • h - ' a/a ' d 9 lINCNIa� �GL� .i 1 p q 4'.n 'C `r;. •,, � 'Y 4 ^O ,Q tl C••Y :.Q'.• 'p,' .ar. •a•• . •p - •Q' G '_ , 'p. t � 4 - STEVEN HARRIS.- p SIGN tL � ��=•f\t �• 1, r'A,_y Ll r. •. Q-h;'s•~r -- - ���// � ..._T1 \i \\ �-t•. q •r.•c7 a_' :•F�• • .\ -� �i � i ,, ►,I!I;. /,�n; .:.`_....-.. - i'jC�j</•C/.'i•�r►_z r• Q �CI a .:,' Q ` - -- --_— . HAWS'-ONA �E: T W "Yo O_TRK N 00 " 3 287 _ �rr _ er 2 43 71 11/2� T 0111X . k ' . r ,v - _. • trig+ \/ 4 �♦ ' _ � 1 Q. ` a / + ' d .� , ' ..__ .._ �, � nay �` � r * 4 �'i:AK Ilk% ` =� Boa N0TS J � IQ - . ICtAh� MR, 900r- 0N y txT ����©-T I ; fI E NCS' wor TKQI� 5 _ �� :• ! 2x'A Ay C., wp _ _ 5 V_4fKIM? QALY MTL- r- � Iz6,NP F40 ON 4!'. �L`f\V►] I 1 YGRIM f M L RrNc, ON i ( ► - ,�A2z I`1. -I.CP ` IL �lOr Qd _ .2 X.Cv LATS \ .i ' • i _.. � •. NQS: �ecuKdL ,� ; a ` `PlMr5ON H-1 HUR9I'6P\N6 f7IM� Df`f H-I , fti � f'<NGHarL '(8 P.EQ. C7) Al HUZ_ ANG �EYaNP P $I - - T � AYE LAM { 4 x(a \Vp (10L 1�1 O' LONG Q' ::acL' 4S: i (, ONT)rI-OMS 9,41>O L TOTIZ ;PRt:cA ore— WNT�L 5 f: C L.0,f . a Z,54 011 �AFT e>zs - 2 x 8 ,l0l y-rti: l GD N5-j" F(P- 1'7 P— • 'MAP-VIN cAy�MAyT�r� __ .. .I I�,��� p. �. � '' IVB \yiMp��v j �� I' 1 . i �� ;GAL�i I(o'D tONC�• GbNT, ("rL =_ I' K ' .G M v G Ki ALY TV %AI.NCI .OH 211 PLY %HrtI—H Zx j 0 1 113oo Ps I STP_E�S I - h � J. KELLY RA F p 6 ',S 1,2 O,G, - R C it li� �v �� TIF1 �1QTC 14T O P r3lU,D\V — " GY �p ON I x2 I 1 ffAGH -1 x�' A13OyE - 1(I� No. 6519 J Wv Up_2IN ,01' GYP. ftp, OVrL _fIt - �a 1 2XLf �1 I%00 Pyt t/Tgc.55 �.C� INEjL%LAT ION STATE�OF A E7 57uP5 l2''D.G. - H � :CTR 1 �r,I o >�eLOW _ 'P��AS`f GONG SILL _- r ,• � .::��s�w,: _ _ .._.._ ._- . . 1 � - ._..__-- -- • I REV/ISI 4 e>✓a'p l,'2 &I x 4 :, '�� "' Y_r;o• v- '2^ >'L \�v �i N AT H IN Ct. _ ~ ONS; NO'T'E yrAKT &b 17IM AT 13�T s.• -I HoRf� JOINT AT 1.2'0 A.�r -- S x 8 x 16 .LGnvT CdNG .4 '•. 2 2 x 12 '"l r2 y P4`( LfJGK ( ) L k, NAILE6v_ MIN 610 LONGi T GiALV g1-L ` 5 V CRIMP' - .I A, �J1171NCI (:B LONGI r `>,tf-jL1LTe) .4..X x Irv, R.� GANG ;: :. . ::4"''b;;: l - W AU SECTIONS: � � �,. >.: �, �- . I AL r 4 T T A 51 ti u � Z3 MP N � t� -f NP `° -rdL GONG FL. -rTr roP- ANCN02 ALT [�NAT� �jT PS y , r OGK \V �',� 1rC) a a �L _ LL g , I•:: L A R I V�R _ T a� _ � � � � tL t: T ''�: c�LL coNc, Y KA.UFMANN A.a. r AA _ — I �'(✓ ZLifJ" R a 4 , ', . _ y a a , ,q• Q _ e �- 1i RESIDENCE �y'CoNG. -7LA� 1 " 3 1 6..SIXTH STREET 7. �, ° ;: `. o ATLANTIC BEACH FLA. '•bt 1 - 6 � � ILL � ICAL� I • — 'o. - // � � � %' ► � STEVEN HARRIS- DESIGN 7 HARRISON STREET : . ,�\� ,� : •a: 3 r �/ r NEW YORK N.Y,, 10013 \QUI 212 • 431. 7 287 �• •' • ,. 4 `y' e �," , ii � ._ �.al• . . � • l ' C, l J I ` 4 • - � o• :f ° I�4 ��Yi� '��•� • " -r - *-r.�, --'---s----=-1-' - ` � / i'�- ,•®f'---- Q --•- A, - '�, ' /// ''/ 1 I, .I -r.... �- J _ ;---� -- ---- J ---�` \\ �` ',�,/ / 1 /'1UVUS I....V6 i • I�C�TES: GALv M�l. Roo I N4 ON TL WP ON PRe, j r-Wr K1155 � 1►_�rl �V;G, ALV MTL moor INci OW DOTE.. N:MXY fay -M" ?LYWP, o �K1a�" NGt Loc,s ( >=E N p AS �2p _ IW[7�` 7��'7rtJ�7 / � , i i' •' ,!r^•.`1 ;" 1 `' ; ' i mow; '�"^ i t f � r%`"`\) l-`ti �^^; FQ- 1,0/—.* �'* = ♦^\I' ^�'r:`lll/J 1�.i Ir I� I I' ``') .�j -3a INyu� -r- IIGr • �' -1 '. � � �,`'' � , , ► , ► � ► ,, � I'ic� A`(G uy7QM CWANN�I, � „ •� , rl ' , , , , � � � , 1 I . ► , / , � RuyT►c. wr� y1vlNc� l II � , � : ► I •, � PIA .VENT.. , " 12l' fit_ 1v17 5H r►NG _.__-.-.. 2X4- .\vp hTZJPsC 4q r ,. MAKVIN z 2t1. , SOLI➢ W7 �IN1 44 . .- Pf\Ir��❑ r��UIN �x 24 ' ^G1 4r R E NG Ia 74f �P b E I I"T G P L H U NCI KEL4 }- - CSF IFI � No. 6519 STATE OF ' I H 2 x 4 '5�VU d5 l` 4" R I p 4! - 1 I- , � `;� ' , ' . . . i l � ,• � ' ' � � � 1 ► ' '' ( I � " ►, � -2-x8 J0151T*'. I :AI: ' I ; ► ► , I I i �j I Lx �1 I -� 6.c, ► , I 1 t. �� ' z. pM rr 'III11 _.�_..... C 1 , ; ', l ` r! '�, 1 \ / \,'. IA U.-5TIC: J I-PING `I �t r(.t. I N S'L,(Y.T.... ... � , I, 1i � ,, I , ' ► ' GU5 ,TOM. 5y A.W.r i I X G (,HANNA-W IZJJ � �2't PC(�v9 5H NNCi G �IpINL 1: ,E� = T - UTOM. v/ A� Q ONS j Y I V .� M• GA Gr D2 a�EN�R O K -OF-MANN - � +J t - =F r 2'' y o - - A RESIDENCE ANCHa2 �4aLT f Lt, of �� Y vF_I r MOLh Q ¢. : . • n �, 316. SIXTH STREET IX- _� .. 4� ATLANTIC BEACHFLA, �; }. �. . r b- ,./ - . � �.. � � .r ; •,� STEVENHARRISD SIGN C©/F / ��, ; �: , r ! , 7 HARRISON STREET 3� a.c� cv' NEVI% YORK I.Y. 140 1 a 3 7 5 - -- _ _ ,� .1. �. . a' �, �• �. f e { , _ �_ a =- .o:, � 212 . 431 7287"'i r••\ .ti; •,14 \ `, , all,Ll 1 I ,• , •,.I .I. o'' -' p 'U^ , ` --- +1,4�1%')iy ..' %�y OMS ,;a' NOTES: . I w aw �z _T N [L cn F- L O m >- m !2 �(n 0O0 w �w N Zi gam OOO wlw in UOU � 5z—Q w`Q ¢ QQw �$w a a ccw zaU � � � ° U C, g aa� 0 " 0 � O C)P,w w- LL CY tL _ �d� w • U V F ai Lu 1 I � 1 LL I Lu CD i �w� Dia p co ao cv N Ot�-;L J VOU)w LIJ Z z¢Q< ww >L)¢Tz¢ W:5I �. KEL� a N N r, N N w w �G �}. Q v Ow u- - u- wQ � I v� N i 40 NO. 6519 QLuui VI S U a E STATE OF • N CL rn Lu ° v m e 00 M UU _ - REVISIONS: STAIR DETAILS � K — KAUFMANN 2 x 12" *r A`( eArts C �) - I Z ;N I I - '9 x 12 �►� f irr►rr�ees a ;�--- RESIDENCE TYr,CAL-) i X __ I I `` 316. SIXTH STREET n x " LAM 6, HYD Q 5T5 ATLANTIC BEACH, FLA. . a STEVEN HARRIS • DESIGN --- — - 7 HARRISON STREET NEW YORK,N.Y. 10013 , ' ► � 5�t5212 431 • 7287 —00 1 AUGUST 86 %L t NOTES: Lt E�l �. KEL�F .4 No. 6519 STATE OF DOOR DETAM��. KAUFMANN RESIDENCE. ` r 316 SIXTH STREET I ATLANTIC BEACH,,"FLA. �--� STtVEN HARRIS ° D��ICN 7 'HARRISON STREET NEW YORE. NY 0013 212 • 431o: :724 1 r`Yf 4 F � IFIC No. 6579 STATE OF IL Com' 'C 1D� -- - REVISIONS'i:. r - CABINET DETAILS, I =-Z- 1/\,rte/\' i.•LL'31-PYA - __ KA.UFMANN RSP DENCE . 16SIXYH STREET 1 I' AANTIC BEAC FLA. STEVEN HARRIS`w DESIGN 7 HARRIS0N STRE'T I I NEW I YORKN.Y OQ1.3 r� z 212 • 431 ;28 i SCALE: AS NOTED- 1 OTED1 AUGUST,86 AI WORK yHALL t5f Pr-RF0KMtt7 'FY 06r.N�E[? EIEC, cortT» IN ACC-MCP. w/xI ArrLl6Avl-z covne,, Abb VGTNci fIXTORf:�, TO 5� rilaVIVEP Aw rec�p ,auP.�TS,��vIr�HES,PLATs, q6- 10 6t `IYozy' IN CoLart 1,ocA IoN5, or Ak, ou �er5, RCPT, I~T6, i D Sr, GON�12mp \YIr 16 oIZ vrr5 I' lTN FIELp qpl Qt1Al2 Recf r tom! �t~2 REGr (ypc. lJ p\v gra,) Ep Q rLR r-L, (mov) o- LI(fiNr r)fT (.1 spy . ♦�T ___.__� / �M4 (t INCANP ' GING fiAN (OwNF-P-) 1-0�c LAmr HL.vR-- \ fLuyH MTP ® .JUNG RDx rANF-LEW GAP. I ® �rC, aye- (CIARAC,E 1221 KILN f-G) R - �G� j�b �LiiG �AMEL 5T f1caylA 1zH C05TA r p _ l 0 WAY 'W tTcH --J ALya ;MG. ;.-BOOL r%6e , 5otMvicf •`H SR�ar� HTR-,, HY u I •�UMF LL Fumy HaaK-ur i 1 I REVISIONS 1 NOTA ALL KeCrP iN r yluaio MjD 42°Arr FIRST BOOR, ELECTRICAL 12"A, r. DONT FLUOK PLAN �lNv�rt hHGI� MT17. d'Arr Y KAUFMANN RESIDENCE 316 SIXTH STREET LIAR. VR.o EN, _f o ATLANTIC BEACH FLA, KEMO7E ACT. i Vy.T 1,GT IAp y1 coNp �Ll, STEVrN HARRIS- • DESIGN YELL 7 HARRISON STREET - --- ��Z,F'C4 NEW YORK, N.Y. 1001 .3.. 0 refer I �Q �4� ° No. 651812 • 431 • 7281". , STATE OF 1 AUGUST 86 77 r , 0 Est r, T NOTI= : Tf.0,Y T-I M>117 Pl5CONNfCT (Al.l.) WAyH�F, ELEC Vg� S( I �q REG. tJ�rt FLU HK Naar: HVAC tQIFT IN ATTIC ABV o 1 I No. 6519 STATE OF RVISIQNS 1 1 ! � sECONu00 ELECTRICAL,: PLAN i UTO N _ KAurMANN RESIDE NCE -� 316 SIXTH STREET 0--- ATLANTIC BEACH, FL& WAV HTR �- STEVEN HARRIS ° DESA o 7 HARRISON 51RE T - NEW .YORK, N. 106111' 212 - 4 7287 1/4w V I AUGUST 8.; ®�` 1 ' pM I�°Y 9 '� � BEACH PLAN i)kEVIL'-W INITIALS DATA uu!iC W 0Q,KcDR A I N A G E .. 11 HPARTMENT U'-, Il-FiI�SJWATER/SEWER r ,. COMMENTS OR EXCEPTIONS FILE li a N C�� N 124 . 98 ) vx , x 25. 0' 1 NEW SHOWER n 25X 07 r FILE COPY 0 0 r—�I i 47.0 —�I I REMOVE (� GARDEN -1 EXISTING WALL _»`A_ � CONC, PARKING VERIFY I SPOT TREE - - I 0 LOCAT00N i O 00NEW ABANA (� 17. 7 N ➢ C7 --� > O 0 V _ , _ PAVERS �; CD u� rr-:L> ry POOL N EXISTING CI Z .0 CD °GC rifj� EXISTING PERGOLA N T 0 0 �' /V �] �� 12. 7' 2 2 . 6 ' 71� � � � > r' NEW 'Tj 0 0 PAVERS �� 0 u C C F- F WALL N FT1 Irl 5. 3 N N 5. 3' --� V r 5.8 U' 0 EXISTING EXISTING PERGOLA U R I V E N 5. O' WALL EXISTING PAVERS 9 125 , 1 1 ( MEASURED ) INDEX TO DRAWINGS ARCHITECTURAL A-1 INDEX, SITE PLAN, AND NOTES A P P R p V D A-2 FLOOR PLANS BU Ln NGNOFFICE BEACH A-3 ELEVATIONS IMPERVIOUS LOT COVERAGE A-4 FOUNDATION A-5 FRAMING E XISTING A-fi FRAMING M1AVN HOUSE FOOTPR{NT 1155 — SOUTH STORAGE - 78 A-7 SECTION 1,/2 FRONT PAVERS 249 4�'171 1 /2 PERGOLA PAVERS 341 A-8 ELECTRIC a 0APERVIOUS PERGOLA 153 1 CURVED CONC. DRIVE 414 3 � C,ONC. PARKING SPOT 115 STRUCTURAL FRONT ENTRY STEPS 36 TOTAL EXISTING 2542 f#�) GN PER ENGINEER U{; u- NEW 5-1 PER ENGINEER Copy CABANA — -- 275 IMdPERVIOUS PART OF PATIO 26 S-2 PER ENGINEER 112 IMPERVIOUS PATIO 45 C(ONC, STOOP 19 S-3 PER ENGINEER QIUTSIDE SHOWER 21 S I T E P L,. A N & I N D E X 112 PAVERS AROUND POOL AND CABANA 103 TOTAL NEW 470 ATTACHMENTS GRAND TOTAL IMPERVIOUS 3012 1 SCALE: 1/8" = 11'-O" DRAWN BY J I M G I L L I A M REVISED: LOT 6239 2120 MAYPORT ROAD PERCENT COVERED 48.3q ITEM 1 PAGE 1 OF FORM 50DC-01 „ATE; 06/21/2(004 REv+SED: FLORIDA ENERGY EFFICIENCY CODE ATLANTIC BEACH, FLORIDA � 904 249 0072 REVISED: REVISED: - ITEM 2 PAGE 2 OF FORM 60IENC FLORIDA ENERGY EFFICIENCY CODE NEW CABANA FOR RESIDENCE AT ITEM 3 SEALED SURVEY 316 6th STREET, ATLANTIC BEACH, FLORIDA.__- THE BURKE RESIDENCE---* DRAWING NUMBER OF 3 A- 1 i 25' 10'-7" 3'-10" 10'-7" 4'—10" 2'—4" DUCT FROM A/C IN cv ( � ATTIC `� 4' BUILT I I �L IN BED I I 4 N c�a SEE WEST t2'6 w �V) ELEVATION ' ATTIC NBEDROOM 7,-3,.Lli IAOESSI d �. � BEDROOM N Ln # 2 0;-) 2'6 i� N 2430 5'-8" 2430 2430 24130 5'-3" 2430 2'-4 11t''II-4" 2 -4. SEcoNo FLOOK i \ZX 25' MATCH EXISTING Z_ GARDEN WALL 5'--6" 3'-1 1" 3'-4" 3'-2" 10" 3'-2" STEPS ATE SE E EV HB -1 I OUTSIDE HOWE _ ¢ HOW _ o '� SINK II STUB OUT ONLY r FOR FUTURE I WET BAR 2' _I U-' PATIO_, - , sEcrlora OF BAH REFER EXISTING RREXISTING iy WH I I GARDEN WALL HB - - ICE I 3' I TO BE STORAGELIVING FR REMOVED 2 B _ TREE TREE I Li I -- MATCH EXISTING I / STOOP 3 2 4 GARDEN WALL FR N GATE 4020 8, 40140 glass block (3) 2450 " � 2 —4 STEPS IFIKST fLO0K Pd_ SQUARE 4 d b SQUARE FOOTAGE F L O O R P L A N S FIRST FLOOR 2751 10 SECOND FLOOR 275 SCALE: 1/4' = 1'--0" DRAWN BY J I M G 1 L L I A M REVISED; TOTAL HEATED 550 2120 MAYPORT ROAD DATE. 06/21,/2004 ATLANTIC BEACH, FLORIDA REVISED, REVISED: 904 249 0072 REVISED- NEW CABANA FOR RESIDENCE AT 316 6th STREET, ATLANTIC BEACH, FLORIDA THE 13URKE RESIDENCE DP'WIN° NUMBER OF 8 - - u u u u u u - II ( I II II BUILT IN BED STUCCO OR BEAM I OVER STAIR � SIDING PER INSIDE INSIDE OWNER GLASS I I SEE - — BLOCK I I FRMG, r II II N FABRIC AWNING I GARDEN WLo STAIR ALL LANDING � - • I 1 I I rD LI POOL WE5T ELEVATION L---------------------i 5OUTH ELEVATON (REAR) METAL ROOF STYLE PER OWNER FIXED GLASS OR LOU'V. VENT 12 12� OPTIONAL - 1, IIA - GUTTER - SYSTEM MATCH EXISTING { { I ( { EXPOSED RAFTER EAVEr I I I i STUCCO OR I I I I I I THREADED RODS SIDING PER u I I I I I I I PER ENGINEER OWNER ---------- Li aFABRIC AWNING FABRIC AWNING _ N /AN I I i I I 1 I I I I 'coi I I CAE pD ALUM GATE I I I IL 1—J I GARDEN ( I ( I I WALL CANTILEVERED - CONC. BEAM r - PAT 10 I " I i A I I I I BACK CANTILEVERED CONC. CANTILEVERED 2X12 I I STOOP BEAM AT ENDS FLOOR JOISTS INSIDE SURFACE ri Ll E L E V A T I O N S OF Pool L___--_____-- � ___- FOUNDATION DEPTH EAST ELEVATION SCALE: 1/4" � 11-0" PRAWN aY J I M G I L L I A M REVISED: PER ENGINEER SEE SECTION 2120 MAYPORT ROAD DATE: 06/21/2004 REVISED:ATLANTIC BEACH, FLORIDA NORTH ELEVATION (FRONT) REVISED 904 249 002 REVISED �-' DRAWING NUMBER OF8 THE BURKE RESIDENCE A,.3 8" FOUNDATION WALL 20" X 10" CONC. FOOTING FILL ALL CELLS W/ W/ (3) # 5"S CONT. -- CONC. W/ #5 VERT TURN OUTSIDE BAR AROUND AT CORNERS AND CORNERS 25" 48" Q.C. 25' 2X12 BLOCKING CUT BTWN. WHERE SHOWN r - - - r -- -I � -- -- — r- - — _ __ — — — I POURED CONC. BEAM AT ENDS SEE DETAIL L_ BELOW • I I ( I I I � I I I w- V) I V) LijJ a I I I II I o z w r � I w Ll ;2-Li LL z U —� 1 JST HANGER 2X12 C5� 16" O.C. EA. JST. & WHERE SHOWN HOLD DOWNS ¢ I SEE SECTION ¢ 8" THREADED ROD TYP, FLOOR SYSTEM SEE SECTION CANTILEVERED �I CONC. BEAM L_ J P.T. PLATE BEYOND FACE OF FOUNDATION WALL BEYOND 1 CANTILEVERED BEAM F Cl U N D A T 1 D N A--4 SCALE: 3/4" = 1'--0" SCALE: 1/2- = 1'-0" DRAWN BY J I M G i L L I A M REVISED: 1 DATE: 06/21/2004 2120 MAYPORT ROAD REVISED. ATLANTIC BEACH, FLORIDA CANT(LEVERED END BEAMS REVISED; 904 249 0072 REVISED°. REQUIRED FOR DIRT TO BE IN CONTACT WITH NEW CABANA FDR RESIDENCE AT 316 5th STREET, ATLANTIC BEACH, FLORIDA THE B'URKE RESIDENCE DRAWING NUMBER OF a A- 4 2X6 BED FRAMING 2X12 FLOOR JOISTS ® 16" Q.C. 24" Q.C. MIN. II ( I II II II it TT— Li IiLd Ld 0]0 I I Xw Ln I � II V7 V IIII � I a II 1 ALL LINTELS THIS FLOOR (2) 2X12 OR PER ENGINEER ZND F L L7 0 R FRAMING SCALE: 1/2" = 1.—D.. DRAWN BY J I M G I L L I A M REVISED: DATE: 06/21/2004 2120 MAYPORT ROAD R�vlseo, ATLANTIC BEACH, FLORIDA r� REVISED: 904 249 0072 REVISED: NEW CABANA FOR RESIDENCE AT 316 6th STREET, ATLANTIC BEACH, FLORIDA THE B U R K E RESIDENCE DRAWING NUMBER OF B A-5 i 2X10 RIDGE BEAM 2X8 RAFTERS 0 24" O.C. SEE SECTION R 0 0 F R A F T E R P L A N A/C DUCT 2X10 CEILING JOISTS ® 24" O.C. - SEE SECTION '� .. ROOF & CEILING FRAMING PLANS SCALE: 1/2" = 1"--0 DRAWN BY J I M G I L L l A M REViSEO: DATE: 06/21/20)04 2120 MAYPORT ROAD REVISM ATLANTIC BEACH, FLORIDA C E I L I N G J 0 S T P L A N ALL LINTELS THIS FOOR REVISED7 904 249 0072 REVISED' TO BE (2) 2X10'S NEW CABANA F13R RESIDENCE AT OR PER ENGINEER 316 6th STREET, ATLANTIC BEACH, FLORIDA THE BURKE RESIDENCE DRAWINCP "UM9ER of 8 A-6 v4z 2X10 RIDGE BEAM C 2X8 RAFTER 0 24" O.C. 2X4 COLLAR BEAM EACH RAFT PAIR 7/16" OSB SHEATH. - STAGGER JOINTS - INSTALL PER CODE W/ MET. SPACERS & 8d NAILS 6" O.C. ® ALL SUPPORTS FLOORED .ATTIC ONLY METAL ROOF SYSTEM PER MANUFACTURER HURRICANE STRAP 3/4" PLYWOOD FLOOR EA. RAFTER GLUE & NAIL W/ 10d NAIL 6" O.C_ 0 EDGES N J & 12" D.C. ® FIELD R-30 INSUL MATCH EXISTING >Ll --- — - -- -- EAVE DETAIL \2X10 CEILING JST @ 24" O.C. CONT. BLOCKING CUT BTWN. 0 SHEATHING JOINT WATER PROOF EXTERIOR FINISH EITHER WOOD SIDING OR STUCCO PER OWNER co 3/4" PLYWOOD FLOOR GLUE & NAIL W/ 10d 2X4 STUDS NAIL 6" O.C. @ EDGES CD 16" O.C. OR & 12" O.C. FIELD PER ENGINEER 2X12 JOISTS 0 16" O.C. THREADED ROD HOLDOWN SYSTEM PER MANUFACTURER. 7/16 OSB SHEATH. W/ Bd NAIL CC 4" O.C. ® EDGES & 12" O.C. @ FIELD STUDS MIN. co INSTALL PER CODE 3/4" PLYWOOD FLOOR GLUE & NAIL W/ 10d NAIL 6" O.C. 0 EDGES & 12" O.C. @ FIELD ro ti a ATTACH ROD TO HOLDOWN OR . PER ENGINEER .2X12 CUT ` o HOLDOWN 2X12 JOIST bjQ 2 —7" 0 0 0 BTWN W N 0 3" SRN. VENT o S FIXED ° FOUNDATION z w s V PLAN z RIDGED D W ¢a s CONT. # 5 tNSUL o ❑ o PER ENGINEER a n o # 5 VERT W/ STANDARD HOOK ¢ - o; W v W @ 43" O.C. & ® CORNERS [j -� of ¢ V > BLOCK FOUND WALL -' M N m Z FILL ALL CELLS REMOVE DIRT AS REQUIRED W - 060 g W }}�� army © z �_ YJ Rpmm Lo 0 20" X 10" CONIC. FTG. COMPm o z cv V. ¢ tTI 4. CLEAN, ., _ W EXISTING CHEMICAL TREATED a Q w REMAIN LTO ao :i•_. •. FILL DIRT UNDISTURBED .. CL Q h � (3} # 5'S CONT. -� 3 Q o m tL A W A L L S E C T 1 4 N o ti ° m z It A—7 SCALE: 3/4" = l'-O" 3 = N a u W 1— . s Q iaW- to L E D G E N D -- — — — PLUG n I I down I Dina 220 VOLT II I [ attic r� SWITCH RHEOSTAT SWITCH II cell. I I I ce'I. 3 WAY SWITCH fan � ' L__J fan 3 WAY REHOSTAT SWITCH { LIGHT 0 RECESSED LIGHT WALL MOUNT LIGHT FLOUR, CLOSET LIGHT 4' X 2' FLOUR. LIGHT SEcoNo FLooR 1---- -I FLOUR. UNDER COUNTER LIGHT flood, #N FLOOD LIGHT / \ S SMOKE DETECTOR \ (0 CARBON MONOXIDE DETECTOR 9-8 WATER PROOF PLUG E,F. `O EXHAUST FAN 1 Ceil. CEILING FAN / LIGHT ifan PHONE y L'P J I © CABLE PATIO 'k�' fan fan j ATO HOUSE EXHAUST FAN & LIGHT I SWITCH lit? L ceil, I li e _____ I fan I .,fan I EXHAUST FAN, LIGHT, & HEATER --- I '-lite I 4' X 1' FLOUR. LIGHT CHANDELIER (� NITS LITE F1 RST FLOOK N O T E S e 4 1.) ELECTRICAL WIRING PER NEC 1999. 2,) ALL BRANCH CIRCUITS THAT SUPPLY 125–VOLT, SINGLE PHASE, 15– AND 20–AMPERE OUTLETS ° INSTALLED IN BEDROOMS SHALL BE PROTECTED o BY AN ARC–FAULT CIRCUIT–INTERRUPTER LISTED a. TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT, 3.) RJ11 / RJ45 ENDS 4.) WIRED FOR ETHERNET E L E G T R 1 C SCALE; 1/4" = 1'-0" DRAWN BY J I M G I L L I A M REVISED, DATE. 06/21/2004 2120 MAYPORT ROAD REVISED: ATLANTIC BEACH, FLORIDA REVISED; 904 249 0072 REVISED; NEW CABANA FOR RESIDENCE AT 316 6th STREET, ATLANTIC BEACH, FLORIDA THE B U R K E RESIDENCE DRAWING NUMBER OF 8 A.. I d i Q 9 N 124 . 98 ( MEASURED Lx x 2 5. 0 15 NEW SHOWER 25' � 22. 7 QQ 47.0 L_JI I REMOVE WACONC. ARDEN XISPARKING - - L I SPOT (,-D P ------ Uo VERIFY I I Q TREE --- 1 O LocaTloN cn NEW ADANA 1 17. 7' N (_0Q O �,T1I v N EW PAVERS aN� N rM H _ C EXISTING (Jn s, � POOL EXISTING PERGOLA N 0 o 12.72 2 . 6 ' -1 >OO NEW > 0 71) PAVERS TI rTI O c > F7 N N NJ WALL J. J 0 EXISTING EXISTING " i PERGOLA _ --- DRIVE " 25. 0' \ ' WALL EXISTING PAVERS _ _m - 9 125 11 ( MEASURED ) -- I INDEX TO DRAWINGS ARCHITECTURAL j A-1 INDEX, SITE PLAN, AND NOTES APPROVED j CITY OF ATLANTIC BEACH A-2 FLOOR PLANS -5UIL iNG OFFICE A-3 ELEVATIONS OV 3 O004 i. IMPERVIOUS LOT COVERAGE A-4 FOUNDATION A-5 FRAMING ' EXISTING A-6 FRAMING MAIfN HOUSE FOOTPRINT 1156 SOUTH STORAGE 78 A-7 SECTION CITY � (a'• 1/2 FRONT PAVERS 249 :'Y_r�'F r1T'�C L r�''JTt C- 112 PERGOLA PAVERS 341 A-B ELECTRIC IMPERVIOUS PERGOLA 153AA4 CURVED CONC. DRIVE 414 NOV .3 a, 11 CONC. PARKING SPOT 115 STRUCTURAL FRONT ENTRY STEPS 36 ' TOTAL EXISTING 2542 GN PER ENGINEER =3Y ---� �- NEYV 5-1 PER ENGINEER CAE3ANA 275 IMPERVIOUS PART OF PATIO 25 - 5-2 PER ENGINEER 112 IMPERVIOUS PATIO 45 CONC. STOOP 19 5.3 PER ENGINEER I OUTSIDE SHOWER 21 S I T E P L A N & I N D E X 1/2 PAVERS AROUND POOL AND CABANA 103 TOTAL N EW 470 ATTACHMENTS sc�,�E: "1 8 = 1' " oR�W" av-0J I M G I L L I A M REviSEo GRAND TOTAL- IMPERVIOUS 3012 / LOT' 62392120 MAYPORT ROAD 7 ITEM 1 PAGE 1 OF FORM 6QCIENC onYE: 06j21/2004 REviseo: PERCENT COVERED 48,3j.�. FLORIDA ENERGY EFFICIENCY CODE ATLANTIC BEACH, FLORIDA `�• REV15ED: 904 249 0072 REVISED: ITEM Z PAGE 2 OF FORM 60OC--01 FLORIDA ENERGY EFFICIENCY CODE NEW CABANA FOR RESIDENCE AT ITEM 3 SEALED SURVEY ;• 316 6th STREET, ATLANTIC BEACH, FL'- - T ORIDAI THE BURKE RESIDENCE ORAWININUMBER OF 8 A- 1 25' 10) -7" 3'-10" 10'_7„ 4'-10" 2'--4" DUCT FRCM a A/C IN ATTIC N 4 BUILT IN BED Nu SEE WEST _l � I V) ELEVATION I rA771C� N I BEDROOM LO N 7,-3„ I ;ACESS Li LJ # LO BEDROOM t7 # 2 _� 22'6 I I e 2'6 L2430 5._8„ 24130 2430 2 30 5'_8�� . 2430 2'--4" 11l'-4" 21-4I' 5FCOND FLOOR 25' A Z MATCH EXISTING GARDEN WALL 7._311 7P-2,' 10'-7" 5 -6" 3'-113'-4 3'-2 10 3'-2 . STEPS ATE SE E EV HB H OUTSIDE HOWE - _ HOW - o r �I STUB OUT ONLY SINK li / FOR FUTURE 0 I WET BAR . PATIO I SECTION '1F I BA H iv —Wli I REFER PR CARDEN�WALL HB'- D — — -- ICE 3 I TO Lt �, ----- �-- — LIVING FR.. i REMOVED El 2'8 STORAGE TREE -, I --- MATCH EXISTING I STOOP I 2 4 GARDEN WALL FR `o GATE I xG 4020 8, 40140 gloss block (3) 2450 STEPS FI R5T FLOOR P a d . W SQUARE FOOTAGE FIRST FLOOR 275 F L D D R PLAN 5 SECOND FLOOR 275 ' "1 SCALE: 4 = 1 -0" DRAWN ar / JIM G I L L I A M REwsEo; TOTAL HEATED 550 DATE. 06/21/2004 2120 MAYPORT ROAD REVISED; ATLANTIC BEACH, FLORIDA REVSED: 904 249 0072 REVISED.* NEW CABANA FOR RESIDENCE AT CA 316 6th STREET, ATLANTIC BEACH, FLORIDA J THE BURKE RESIDENCE DRAWING NUMBER OF 8 A.R 2_f �. I I I I BUILT IN OVER STAEDRr STUCCO OR ) lr BEAM I INSIDE D SIDING PER INSIDE — OWNER GLASS SEE — — BLOCK I I FRMG. FABRIC AWNING I II GARDEN WALL i4 �STAIR LANDING LB r- I I I I r� LI POOL WEST ELEVATION L--------------------J SOUTH ELEVATION (REAR) METAL ROOF STYLE PER OWNER FIXED GLASS OR LOUV. VENT 12 12� OPTIONAL GUTTER _ SYSTEM �� - I I I I I MATCH EXISTING i EXPOSED RAFTTER w I I I I STUCCO OR I AV I I I I I THREADED RODS SIDING PER I I I I I I I PER ENGINEER OWNER 7 w ( ( I ( I I I I 1 FABRIC AWNING a 7 FABRIC AWNING r--L — i I f ANOD ALUM co GATE GATE GARDEN ( I I I I I l{ WALL CANTILEVERED CONC. BEAM —7 PATIO I �, �l I I V" I I I I BACK CANTILEVERED CONC. CANTILEVERED 2X12 _—.- I I STOOP BEAM AT ENDS FLOOR JOISTS INSIDE SURFACE r i L-I E L E V A Y 1 0 N S OF POOL L___ _________ i FOUNDATION DEPTH EAST ELEVATION SCALE: 1/4" = 1 '-0" DRAWN 6Y J I M G I L L I A M REVISED: PER ENGINEER SEE SECTION DATE. 06/21/2004 2120 MAYPORT ROAD REVISED: ATLANTIC BEACH, FLORIDA NORTH ELEVATION (FRONT) REVISED: 904 249 0072 REVISED: r� DRAWINGTHE BURKE RESIDENCE "A- 3 $" FOUNDATION WALL 20" X 10" CONC, FOOTING FILL ALL CELLS W/ W/ (3) # 5'S CONT. -- CONC. W/ #5 VERT TURN OUTSIDE BAR AROUND AT CORNERS AND CORNERS 25" 48" O.C. 25' 2X12 BLOCKING CUT BTWN. WHERE SHOWN r T, I I I I �— . I II � I II I I �I I POURED CONC. BEAM AT BELOW ENDS SEE DETAIL I Jto I I m I as I I m Z ' a a I p I �T � O z w ct J Z U IM } - I 1 JST HANGER 2X12 0 16" O.C. EA. J57. & WHERE SHOWN HOLD DOWNS 8" SEE SECTION ¢ 8' THREADED ROD TYP. FLOOR SYSTEM SEE SECTION. zzzmzzzm CANTILEVERED CONC. BEAM L J P.T. PLATE BEYOND FACE OF FOUNDATION WALL BEYOND ^ Al C v 1 CANTILEVERED BEAM F Cl U N D A T 1 © N A-4 SCALE: 3/4" = 1'-0" SCALE, 1/2" w 1'-0" DRAWN BY J I M G I L L I A M REVISED; DATE: 06/21/2004 2120 MAYPORT ROAD REVISED; ATLANTIC BEACH, FLORIDA CANTILEVERED END BEAMS REVISED: REVISED: REQUIRED FOR DIRT TO 904 249 0072 BE IN CONTACT WITH NEW CABANA FOR RESIDENCE AT co 316 6th STREET, ATLANTIC BEACH, FLORIDA THE BURKE RESIDENCE DRAWING NUMBER OF a IN A-4 2X6 BED FRAMING 2X12 FLOOR JOISTS 0 ® 16" O.C. 24" O.C. MIN, Ln w 0 w m a¢ QE�j Nuj w r i I � a a i ALL LINTELS TH15 FLOOR (2) 2X12 OR PER ENGINEER \u 2ND FL O O R FRAMING SCALE: 1/2" = 1'—O" DRAWN eY J I M G I L L I A M REVISED; 2120 MAYPORT ROAD oarE: D6/21/2004 ATLANTIC BEACH, FLORIDA REVISED: REVISeD: 904 249 0072 REVISEO: NEW CABANA FOR RESIDENCE AT 316 6th STREET, ATLANTIC BEACH, FLORIDA THE B U R K E RESIDENCE DRAWING NUMBER OF 3 A-5 I I I 1 2X10 RIDGE BEAM Ll 2X8 RAFTERS 0 24" O,C. SEE SECTION R 0 0 F R A F T S R P L A N A/C DUCT 2X10 CEILING JOISTS ® 24" O.C. — SEE SECTION I i ROOF CEILING FRAMING PLANS scaLE: 1/2" = V-0'" DRAWN a'r J l M G 4 L L ! A M K:V)SED: DATE: 2120 MAYPORT ROAD 06/21/2004 ATLANTIC BEACH, FLORIDA REvisEO' C E I L I N G J 0 1 S T P L A N ALL LINTELS THIS FOOR REVISED: 904 249 0072 REVSEO: TO BE (2) 2X10'S NEW CABANA FOR RESIDENCE AT OR PER ENGINEER 316 6th STREET, ATLANTIC BEACH, FLORIDA R THE BURKE RESIDENCE DRAWING "A�6 OF 5 2X10 RIDGE BEAM l� 2X8 RAFTER 0 24" D.C. 2X4 COLLAR BEAM EACH RAFT PAIR 7/16" OSB SHEATH. - STAGGER JOINTS - INSTALL PER CODE W/ MET. SPACERS & 8d NAILS 6" O.C. 0 ALL SUPPORTS FLOORED ATTIC ONLY METAL ROOF SYSTEM PER MANUFACTURER HURRICANE STRAP 3/4" PLYWOOD FLOOR EA. RAFT ER GLUE & NAIL W/ 10d NAIL 6" O.C. 0 EDGES ` & 12" O.C: 0 FIELD R-30 INSUL MATCH EXISTING EAVE DETAIL 2X10 CEILING JST 24" O.C. CONT. BLOCKING CUT BTWN. 0 SHEATHING JOINT WATER PROOF EXTERIOR FINISH EITHER WOOD SIDING OR STUCCO PER OWNER 3/4" PLYWOOD FLOOR GLUE & NAIL W/ 10d 2X4 STUDS NAIL 6" O.C. @ EDGES ® 16" O.C. OR & 12" O.C. FIELD PER ENGINEER 2X12 JOISTS 16" D.C. THREADED ROD HOEDOWN SYSTEM PER MANUFACTURER. 7/16 OSB SHEATH. W/ Bd NAIL Lcb 4" O.C. 0 EDGES & 12" O.C. 0 FIELD STUDS MIN. INSTALL PER CODE 3/4" PLYWOOD FLOOR GLUE & NAIL W/ 10d NAIL 6" O.C. 0 EDGES & 12" O.C. 0 FIELD co ti 0 ATTACH ROD TO HOEDOWN DR PER ENGINEER f 2X12 CUT f o HOLDOWN2X12 }01ST ljjz '-7SEE " BTW N W ° 3" SRN. VENT T o W 3 o FOUNDATION Z �j E� ?4V 1 FIXED PLAN Z RIDGED 13W o CONT. # 5 #NSUL o © o t" PER ENGINEER �' a no o ``' # 5 VERT W/ STANDARD HOOK - ¢o L W o W 0 48" O.C. & CD CORNERS v -� � a C] > BLOCK FOUND WALL -' ix m Z FILL ALL CELLS REMOVE DIRT AS REQUIRED W 0 m o �+ W a_ N " 0 -j En Q 20" X 10" CONC. FTG. b y ¢ W CLEAN, COMP., o EXISTING CHEMICAL TREATED F o Q w POOL NO FILL DIRT -� Q CL z QB UNDISTURBED N (3) # 5'S CONT. -r Qo m Loui cr A WALL SECTION � o � vim Z 0 SCALE: 3/4" = V-0" 0 _ N W it W H a Z � 0 a W f N ❑ � L E D G E N D — — — — PLUG downI oinc 220 VOLT itic r�� SWITCH RHEOSTAT SWITCH cell, f I I cell. 3 WAY SWITCH fcIn I I--_J fan 3 WAY REHOSTAT SWITCH LIGHT ® RECESSED LIGHT WALL MOUNT LIGHT Q FLOUR, CLOSET LIGHT 4' X 2' FLOUR. LIGHT 5 E C O N D F L O O R [— —� FLOUR. UNDER COUNTER LIGHT floodD \\/ #2Dg FLOOD LIGHT y 4X Q SMOKE DETECTOR CARBON MONOXIDE DETECTOR WATER PROOF PLUG E.F. © EXHAUST FAN coil, CEILING FAN / LIGHT fan PHONE p PATIO ' t O CABLE I fan fan _ _ I I TO HOUSE EXHAUST FAN & LIGHT I SWITCH lite ceiL I _ fan I fan M I a© EXHAUST FAN, LIGHT, & HEATER elite 4' X 1' FLOUR. LIGHT CHANDELIER NO NITS LITE FI K5T FLOOK N o T E s a •4 1,) ELECTRICAL WIRING PER NEC 1999, 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15- AND 20-AMPERE OUTLETS ° INSTALLED IN BEDROOMS SHALL BE PROTECTED a°. BY AN ARC--FAULT CIRCUIT-INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT, 3.) RJ11 / RJ45 ENDS 4,) WIRED FOR ETHERNET E L E C T R 1 C W SCALE; 1/4" = 1'-0" DRAW" BY J I M G I L L I A M REVISED: DATE. 06/21/2004 2120 MAYPORT ROAD REVISED: ATLANTIC BEACH, FLORIDA REVISED: 904 249 0072 REVISED: NEWCABANA FOR RESIDENCE AT 316 6th STREET, ATLANTIC BEACH, FLORIDA THE 13URKE RESIDENCE DRAW'"° NUTABER OF A. f Y , I 1 I i I i I _ , MING ROOM 'PINING ROOM p w 51 K CAWFE-T CAWPEF KITCWEN EoRCN -- -__- PANTRr I ��Rtw1c�/dveN NAIL f Woon ►- I _ _ ..... _ MOROOM MASTER P �RooM -- � WOOD FoQc-0 E�ATP fNATHI -- - - I - - - - IL I .. R46ECT ! CR EN.- �. - I I I EY TING F I R5T FLOOR PLAN WILL15 RESIDENCE ATLANTIC E5EACN , FLORIDA • � � Sty WILLIAM EE5E2T , AIA I JULY 83& � i I 5T0 AGE EXPOSED 2 A J015T5 7 'I A�PNALT SHINGLES EXI ING EX15TING GAONEY STAIR] - I I '.I DEDROOM \ woop ASPHALT SHINGLES ASPHALT 5NINGLE1_--, A15PHALT 5NINGLE6 i i �I I i I EX115TING SECOND FLOOR PLAN WILLI5 RESIDENCE. ATLANTIC 6EACN , FLORIDA WILLIAM E&ERT, AIA I JULY ffo BRICK CHIMNEY I H AF>PNALT SHINGLES WOOD FA51A i I ECT 5C EN �I WOOF 51 LL I CEMENTlTol35 SKIRT- 2� BRICK 5TE1� --- -- E XI5T I NCS 5OUTu E LEVAT iON 1/4''= -------- �IcK cH►MN� - - ASPNALT 5HINGlLES -- �.. BRICK COIMIJEY Ji - -- -------- ------ -- _ '-- =�- ASPIAA,LT 5NINGLE6 -= HORIZONTAL LAP 51PING HOPIZONTAL LAP S1o1NG Woop FA51A j II, --- 1N5ECT '.-CT2EEN --------- 1J5ECr SCREEN n- –1 -� C-R EENHOUSE WWP LATTICE 7-7 l. WOOD 15ILL. WOOD 151LL — CEMENTITaiUS SKIRT CEMENTITDU6 5KI2f" CONCRETE 5TEP5 EX15TING EAST ELEVATION WILLIE I� E5IDENCE %4 � I'-C7u ATLANTIC BEACH) FLORIDA WILLIAM F-BERT , AIA I JULY P3& l 13RIGK C�}IMNEY $RICK GNIh'NE=.'t" A6PNp,LT 6NIN6LE15 --- ___ _ A5PNALT 5NINCI--E,a WOOD FASIA - ---- - OoiZIZONTAL LAF 51nNG I WOOi7 LATT I C E N �.GT 5C EN �. U IL i _.. - WOOD 51LL- WOOD SILL CEMENTITC05 5K)21-' cEMENTITOLYD SKIRT EXI6TING NORTIi ELEVATION 1/4„ — BRICK CHIMNEY FF 11 A5PNALF SHINGLES -=�--` MOOD LOUVER,5 Q�RICK GNIMNE`r --� - - A6PNALT SHINeLE.S WOOD FA51A NOWIZONTAL LAF 51DiN6 _ - --�.. >40ji�lz• LAP 51DINC- _ L_U — - — MIECT SC E l WOOF 51LL WCOP 51LL y CEMENTITOU6 SKIRT CEMENTITOUS 5KIKT- Exp`5TING wE5T ELEVATION WIL.L15 RE5IDENCE. ATLANTIC DEACP , FLORIDA ' WILLIAM EbERT , AIA I JUL`( 8(o F- -, I -- T I I _ I T-_ I 1 .T EXISTING FLaoR �RAM►NG I - I � I NO CHANGES I - ;�EMOVI - EXISTING2U8FLCC r'1NG I L & A�tD IMSTALL. NEW 3/q PL N' SOD 4..z _F 1 IN TH16 AREA - DACE FLOo�F-FAMING To I I 4"CONCRETE 5LAb �::- X I w/ 4x4 1°/!o wwM I 4 x4 PT l'O��TS ON SPORT New ��RAL tirA�25 �N I L VAFc DARRIER I 24" 5� Fa�TING — TOP OF SLAB EL.-I'-O" I -- - — r - --- 18 2, TI I 3 I _ C)F OF b"CML1 it _ o I I I TOP of JoIr-5Tr3 I I 5 I 1z IO-P.T ELEV-I'2'' o A.j`-LIMED ELEV O'-p„ TOP OF JOISTS I -- I 4'`CMU P ANTER WALL PF�UMED ELEV•• O- o 1 ,fix 5 IJ I, -i ' i\ /— - - ,� i TOY ELEd O MATCH SILL cn1" f'� �I� RI� NG - -- - tf 'L ^ — I TURN DoW1�1 CLAD EDGE ,� �J „ L - - - -I .a CTYP� _ l 2x IU- FT 'EL--d&V?-1 I I' I� TOP OF � CMU � �, , ,� I TO OF Jol TS -� Y ► -�' I I � OVIDE FDUNvA� L. -___. �- — — _. L_ LE\4EL T:EL,: �P?FD -- I I I -noN FaR,�ACuZZ1 ICa"xlCa" CMU SUPPORT A5 RECDMMENDE ON 32" �t FOXJCI NCS � 18' 8` gt.p„ � p!, 6 -'l r ---1 ,-x10 P.T. ELEV --p' In f _ ^J 8''x ICv° CMU SUPPUQT- O L _ — � 1 I I I ON 24"x32" FOOT INC� _ __ � TOP OF FOOTING , of 61 CMU 4" CMU PLANTER WALL f-L EV• -�j'-P (TYP) f.LEV -0'-(° p� � TOP I--Ev, TO MATC.11 51 LL o I I I I 4 x 4 P.T. POST ON cr I. L--- � _.-.� - -l1 itIt3-84-O _ -4 _� .. _ 4-4 -� - - 4-_ _..- . PROP05ED FOUNDATION FLAN.V EXISTING �T►o�l CONSTRUCTION NEW CON15TRU8 9 „ I I I_o1 I 11 W1LL. l5 RE51DENCE- ATLANTIC. BEACH , FL.OZDA WILLIAM EE5EF- F, AIA I JUL`r" 31(c Cao ST 4'-o'' 164 F tN-V C,I-A-�, IL LIVING ROOM DINING ROOM ED 7E-11 iV� 01) Pi E NG 40, /2'6)' KITCWEN "q �V, TILF E- 0 PORCH '22:) CT 111) ti FAM I LlPlGom LMLL CAiZFC -7'9 4-'-' l 1-4 ;All PLAYRCOM. MASTER DEPROOM DATH M. DAT�A O PALL 4 11 - -F7-11 Vi- '1V --T 15LEEPING I' r OW, :5V�T ........... --- MCK i2 -7' V2 4 PROP05ED flR5T FLOOR PLAN f-X15-F'NG CON45TRUC-T-ION NEIN CON15TFOCTi I o LLLki. 4 WILL15 RE151DENCE ATLANTIC BEACH , FLORIDA WILLIAM EE5EM-, AIA, I JULY bCzD F_ AC, Ck)CT 411�11 1 4 7:4" f;c U FF ETAS -1 411 METAL RAILING -T v poo m 2- Zlx40 CAKFET S,K-'v"Ll GRT5 r �/'A" FLMOOP ON NF-W 2 x 10 J016T5- lCo"O-C- W LP. CoL)NTf_R W/CADINET6 UNQU Ld EXY�)TING —NEW CqIMNEY TO F IZ16;%Go GO MATS EX NF-W RGOF WTC H HALL - =N --- \ EX ST 1 CAPF'ET MF.FAL RAILING NE\)N ROOF LU a LZ CARFEF C��j oz ___. - __.. - EX1,5TING k?COF EXISTING ROOF Ar:,fHAL-r �5HINOLEr2 A15PHALT 50)NGLF-6 4� Z�loill, r:)'-4" 714' HE"' 30 CAE'EMENT WI W� F 54 �,l RAL I NEW RCOF MATCH Ex15TIf�l6 SHINGLES PROP05ED SECOND f LraR PLAN V4 WILL15 REDIDENCE ATLANTIC E5f-ACq FLORIDA WILLIAM EVERT, AIA I J U LY 8(2) EXISTING >3�1CK CHIMNEY LE XI�T NG A P1..A�T. �x►�TrM� waop.-.��IA .. _ -:. -- - I -1L--------- L I, EXIh71N Ir46ECT- CKEEN --- --- f^XI�TING CEMENTITOUS SKIf� - EX►hTIN6 SICK 5TEP5 - �--�_.__------- , . PROP05ED 50 UM EL EVAT I ON EXISTING f5RICK CHIMNEY NU --- -- &k��s:� _ - �x15Tlrl 6>;IcK CNIMNE�' �_ MtTf�L-5TIIRAL��TAI{�a5 - -NEv�J �k:I�K CHIMNEY - - - PAINT rr;lVE- PAINT W0V1 PAIN WHITE �NOoD FACIA ATCN EXI T rAG - - .. -- _ -- ._ - - - - - --- -- -- - 'A - Wh' - - EY- G -FIXED - _ _ --- NEW ! " T - 'NCIOD FA51A - MATCH E .�TIti1G IN• Lr R I NEW '/q REY T1NT LAS IN ' FKAME I '' _ __ __._.. —_:-- --- - -------- �INtloti^ -----. `r'rf ' ,,'y�• .<v,':! C� ,, syr`LILILI ti,�l`iTER._.--- { _ — -- - - ST O '— � - EXI�TINC� WOOD 51L:L.' f�l~1N W47C�D 51LL MATCH t� INCA =x15T EX15 i ING CEMFNTITOI� SKIRT NEW STUCCO SKI RT - RI..ANTEt _ --- --- WCnD 5T�PS PROP05ED EAST ELE.VAT lON WILLi R E5 I DE.NC E /4 _I'a ATLANTIC BEACH ) FLOQI DA ,3/(o ONS Sfi WILLIAM EE5ERT, AIA I JULYb& i! r 19 EX6TINC aRICK CNiMNEY _. N�.V�t. 2...x4--- --...-- �• - -NF-W--J1ZCK GI_!IMNEY - - ------. - PAIN-T--WNiT.E- - - ----..._... --- DOR-- wx , _ -- �� -NEW .4AF---61P1f4G-:: ST UCCA -- > ,� •�yiv,ti•; —._-�-_ _ _ ...._ _ .._ � - � -- f j -- TC.K.EXl-�ZI CtC�- -- __ -- -- PLANTER — - - -- - _. --- I II i I�-- PLANTER' -- . _..._ .._ L_ PROPOSED NORTP ELEVATION 1/4,1 r-oil F-Xl5TIhR MCK CHIMNEY NEW WOOD 1 E NEW SICK CHIMNEY Rc-)(16TING BRICK CHIMNEY MATCH EXIhTIh1G PA1W w4i-rF REMOVE EX1�TlNG F PAINT WN►TE NEVA! WCOD FA51A I - -- — -- - MATCH EX15TING - -- -- -v- NEW MET AL RA I _ . --- --- _ SAINT 1N4ITE NEW %q" GAY-T COLA - FIXED -- -� - -- - -- _l x!STINa. L-AE-�IPit�l __ - - -- -- cA ------ "T - EXtCT-I G I N 6 r-cl ec-rc�-EN ._,.._.__--- __---[�t��L�LL�AI��LR1MC�_.__ ��1�L_1�PING � . . . : . . : • . : . �. MA+TGk1-Ir 1N�-- _.._ G . �.15T - --._.. . -- -- ----- MATCH C✓X1�TlNG _ .' ...... ---- - --- - - -- - - - -- 5-XISTING CI�MENT(TOLW) 6KIR1r PROP05ED WE'DT ELEVATION WILL 15 R ESI DENCE ' 11::� ' O ATLANTIC &E.ACI--) , FLORIDA WILLIAM EDERT , AIA I JULY 86 6 EX15T)NG 150INGLE5 ON CUT FROM P.T. 2x8 I'V2" I•D• PIPE RAIL 50PFURT fLYWOOP SHEATHING HOLD "TOP ILE•VEL. PELT TO CURB g" METAL FLASHING METAL FLArA- IN(5 CEDAR PECKING ��. EXISTING ROOF EIDE i EXI6rIN& 2x4 JOISTS - 1 Cv"o•c• M. PT- 2x4 CURD! "�a �� SEALANT AROUND 2'1x&"WI0E METAL. SUPPERS CENTERED BETWEEN DECK 51NC7LE- PLY MEMBRANE OVER FROM P.T. 2x8 3/�}" PLYWOOD W/ ,Z'/Z"SLoPE TO M0o SUPPORTS Y CUT TRIM A5 )zEGZ'D FOR r 5C U Pf'E);� GUT FROM P.T. 2 x - INVET25E- PC5ITI0NS TO HOLD CEDAR DECKING LEVEL 2x Ip ,S - (Co'I O C = —CEDAR 5Ia1NGLE5 FELT BUILDING PAf'EIz L N T I h L I N /2„ GWS 4 2 x 4 FRAMING - I&`o.C• +I - — A" 5ATT lN50LATION 9 f Ro0_ .f GUTTER AT DE.C1t 2 SCUPPER PANDRAIL Pf• 2°x4° SKYLIGI-ATS 2 4x 16 C-,4-0-LAM fr_'AM _ ~ IO IO BLANKET INSUL ASPHALT 514)NGLE5 ON �A'` P1-YICIG�OP ON NEW A" 2x10 JOISTS-I�''oG ��� (i 3/A" PLYWOOD METAL I-IAMPRAIL.- PAINT WHITE TV. ROOM a _� 2x13'5- ICO"o•G• 30"N L-P COUNTEI_ OVER 4'.-5TF_ - CA E - "IhTING A.C. R)CT L - _ - GREY-TINT G 55- F)XE❑ ^ - — - 2-2x 10 SEAM METAL JOINT NANO 5 _ A x )2_ CONT GLU-LAM 6EAM IzewvE EXISTING PLASTER CEILING INE)TALL NEW GNB GCE AR PAL5E f3EAM5 To - Kl MAIN WINE RACK O ---- r=. W 17 P�CJbK�a LVES }�ORCI-I LIVING ROOM DINING ROOM � KIT NLN �w ILY M TI ON �4 YW 1] TT II SECTION LOOSING WE5T WI LU5 REE>11)ENCE' ATLANTIC BEACH , FLORIDA WILLIAM EbERT , AIA I JULY b(o i 2 x4 ST UVx) - I(-o 0 C PoaT 6i✓Yo ND it PLY WOO D - v2"G W --- ��qSTu cCo O N 12 x 12"T I LE - r H I N -SET------1 5E E DEf' 2 METAL LATH THIN-hET FOz NOTE 4 MATT INhULATIDN !~ELT 60ILPIHG CARPET ON PAD PAPEQ W 3/q" PLYWOCI9 W/ SEALED �c- CONT D15�LAY 'N LIGHTING p 00.c, 2x8 � - ICao G - %2" PLYw D 2x PLATE - - _ F_ I4 :4 / 1 CONT PT. 2x8 PLATT Coh1T 2x ExtSTINe coNSTQucTIoN 1 2x8 �IoGKING ANCHOR bOLTS - 32''u-c• Ff- I5TING CONT. 2x(v CONT. 2x Co i CoN5T?0CTI0N METAL (AhuMED) 1 -- /�"5Tu CA55UMf-P) FLASHING oN C•M U 2 xa c 1 8'C M U ��...--- , 11 �r CONT PT, 2 x 8 PLATE I P.T. 1 CIRAPE ANC POR P�OLTS- 32"o c 1 �� Ix15TIN C� G EX15TING 1-----E�MoVi`. �XtSTING I P►r<R 8�� M � Pit R - 5KI RT O.C. 11 FILL DELL I #50 -- 32" Q-C . 1 FILL- CELL- CONT. O° 8�, I ,, cONC- fooTINC� f 8 b_ (TYP,) FLOOR AT SLE EP'C� M R 1 . 1 ('Do 3 FLOOR WQ,LL. AT ENT RYZ DEC l� I I'/z'' = I o`` (TYP) 2 F Lw OO A`T I � I —.- NOuIZ- LAP 512NG MATCH EXITING SEE DET 3 FOR NOTE6 Z xA CE-9Al2 DECKING 5>rE (DET 2 FOR NOTES - - No> Iz LAP 5ID1NG SEE DET 2 F02 NUFEc� - _77 MATCH EXISTING METAL 5EE IPET. 3 FOP. NOTES SEE DET 3 Fac NOTES FLA5HIN6 5EE of-T 4 Fo>z NOTES - 2 x 4 c�DAr2 RT 2x 10 ANGLE- (1 OTNEL PECKING SEE DET ° �0a . METAL FLASHINGoU: ovFOS NorEh j I �I METAL C F_IDEF,`� I L4" CON-- 13LAPJ W/ - JOINT 1 4x4 '"/io W c) p� CU `�M-- 5EE DET 5 _ . _ CONT. FCS N aYES — CMU i E� KITCNE.N // FAMILY ROOM - r FAMI l Y POOM LOWER, DECK F-AMI LV ROOM / UPPER DE_Ct' II I► I I PT. 2x Co CAP 2x4 CEPAW, PECKING 4 x-4 FT- Yost PLANTING 50)L 0 : Co NT 2x4 CEDAR I l 0 2 x 4 EA. 51DE OF 5Tf~EL POST WATER- J �2 6'�i0- 5OLT LO jz - 0 q�, E�C Y, - PtzooF l N� 5J4 5T UCCO s Rel w qx4 PT f G2APE. ��j.. 77 4'`GMu - ELEV. -O' 1it CONCRETE D 2 x4 cf-PAR PECKINC7 w 0 24'` � CaNc Four'►r�� •.�: --- ---- 2 x 10 - P T VhfILL15 RE51DENCE. `r PLANTER WALL reSNN UFFEER DECK '5EAT r<:jDECK P05- 5AT LAT-;� N i ,. ?�EAC , FLORIDA l l I it I Co` i� WILLIAM EDEL2T , AIA I JULY 8<o VRYF-2 VENT RArK-� EXHAUST oil 27v I I \ RA , I I I I I _J I 1 PC I IW 11w I I 1 SWAG LIC7HT6 1 t~ P.. uC*%-r � 1 ; 3 %�,2 eAL Rf:LccArE Zoo AM / WALL- OPE N TO �\ / KITCHI~N / D R MR I I � TIFFANY LAMP w VI'SftAY LIGAT)NO UNDEi2 �;fef5/__ I \ I \ \\ // W1411ZLFWL CONTROth I \ w NIKLpngL,. W P � >r ormeNT XFA34fY LIC-44T - 1 ` \ 1 \ I \ r wP � I 11 1 1 \ I \ FORCeLIN FIXTUIZF6 UWMI?SFAT(TYR) I FIR5T ffLooR ELECTRICAL PLAN WILL15 RE5IDENC E ATLANTIC, e)EACH , FLoR-IDA WILLIAM EDERT , AIA I JULY 8fo i `Y r ELECTRICAL LEGEND FIXTUIzE / LIGHTING TRACK / i— — — — — i -( INC,AMPESCENT FIXTU / R E UCESSEp INCANDESCENT � �' " FLOOp LIC�NTS ` e NGLE. PoL.E 5wlrcH I3 THREE WAY SWITCH ` p PIMMEQ 5WiTCN Po PL E-x WALL u ECEPTAC E I SWITcHEp RECEPTACLE (ToP ONLY) ® SPECIAL RECEPTACLE -,22o f A TELFI NONE OUTL F-T WP WEATHERPROOF JUNCTION 1xox I �-' >715c.oNNECT' SWITGN 1 F� FLSSEP Dy5CONNECT eANITC." PG \ �_ \ ® TIME SW ITCH =F EX4AU5T FAr1 ® ELECTRIC PANEL_ PC \ 0 6MOKE DETECTOR WILL15 RE-151DENCE ATLANTIC P)EAC" , FLO21PA �� � S� WILLIAM EbERT, AIA I JULY 8<0 13 ..... . i _ 2x12 RIDGE BEAM 2x12 RIDGE BEAM GENERAL NOTES & DESIGN CRITERIA 25'-0" w/ (2) "MTS12" EA. END w/ (2) "MTS12" EA. END CODI=S: o SIMPSON "HD5A" SIMPSON "LSSU28" SIMPSON "LSSU28" FLORIDA BUILDING CODE (2001 EDITION), ATTIC, NDS, AWPA & APA, 6 4 3 4 4 4 TYP. ONE EA. CORNER SLOPEABLE HANGER SLOPEABLE HANGER FIRE RESISTANCE MANUAL (LATEST EDITIONS). > S�2 OPP, S-2 S-2 -2 5-2 0 EA. RAFTER 0 EA, RAFTER LOADS: w r HAND TYP. (2) P.T. 2x12 GRAVITY; �� 20 PSF ROOF- LIVE LOAD: 1 ' ATTIC LIVE LOAD: 30 PSF J 1 # _ — 1 FLOORS: 40 PSF V) 1 f CA c•� 1 1 5 ROOF SHEATHING ROOF SHEATHING WIND LOAD: ac I I BASIC WIND SPEED (V 120 MPH w (2) P.T. 2x12�- I I I I I I I I L a_II I I 1 �A 1 1 1 1 1 1 1 1 I� S-Z IMPORTANCE FAC70R �) 1.0 � 3 i I I 1 I I 1 I I I I N II I I I N U I I I ( I I I I li � i - 12 12 EXPOSURE FACTOR C BUILDING CATEGORY II V SEEF SEE INTERNAL PRESSURE COEFFICIENT ±0.18 (ENCLOSED BLDG.) ��l S-1 1 T. 2x 2 OI TS 0 12 0. AX 1 1 ARCH. ARCH. PRESSURES ON COMPONENTS & CLADDING SEE SHEET S-2 J z I I SOILS INFORMATION: J ( I I II i ( I II I I I I ( 1 1 I II I I NET SOIL. BEARING CAPACITY 2500 PSF (ASSUMED) 1 I I I I I I I I I I II i I I u I I I 1 1 i i I 1 1 --� to N a L---------------- --.�---�w-. r �„-„ ,,�,-�„-�,,,�„�-�j 2x6 COLLAR TIES C� EACH 2x6 COLLAR TIES ® EACH THE GENERAL CONTRACTOR IS RESPONSIBLE TO EMPLOY AN INDEPENDENT No z j 1 ROOF RAFTER w/ 1/2"0 LAG ROOF RAFTER w/ 1/2"0 LAG QUALIFIED TESTING LABORATORY TO INSPECT EARTHWORK OPERATION N { E 2x8 RAFTER BOLT 0 EACH END. TYP. _ 2x8 RAFTER BOLT 0 EACH END. TYP. AND TEST COMPACTED SOILS AND FOOTING EXCAVATIONS TO INSURE AND Z 5”, L - - J °O �" �!� CERTIFY THAT THE SOILS SUPPORTING FOOTINGS AND SLABS C)dry — — — SIMPSON "H2.5A" I SIMPSON "H2.5A" I ARE ADEQUATE TO PROPERLY SUPPORT DESIGN LOADS. 0-1 w ;11__� 0 EA. RAFTER TYP. `� ® EA. RAFTER TYP. CONCRETE: ~ lc4C4 a -�- 2 2 2 2 " 1 ALL CONCRETE SHALL BE NORMAL WEIGHT w/ A 28 DAY Woo S-1 INDICATES GROUT FILLED S-1 -1 5- S-1 /2 0 LAG BOLT / 0 "LAG BOLT 6 w CELL w 1- 5 VERT. OPP• (� 32" o.c. ® 32 o.c. COMPRESSIVE STRENGTH FOR THE FOLLOWING: 0�. J _ / # HAND FLOOR SHEATHING FLOOR SHEATHING .FOOTINGS 3000 PSI � naoLL .FOOTING. REINFORCING: ASTM A615, GRADE 60 W LAPS (FTG'S) 40 BAR DIA. SIMPSON "C516" SIMPSON "CS1 fi" UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER a FOR REINFORCING SHALL BE THE FOLLOWING: Z �, a FOUNDATION & FIRST FLOOR FRAMING PLAN CO�,Lp CRAP ® COLLO CRAP ® CAST AGAINST EARTH 3" m co SCALE 1/4" = 1'-0" o o ALL REINFORCING SHALL BE HELD SECURELY IN POSITION W xN4� = I 2X10 CEILING JOIST I 2X10 CEILING JOIST WITH STANDARD ACCESSORIES IN COMFORMANCE WITH ACI 315 � nN NOTES: '" 2x BLOCKING BETWEEN '� 2x BLOCKING BETWEEN DURING PLACEMENT OF CONCRETE. x2c, MASONRY: °-z$: JOISTS. TYP. JOISTS. TYP. „s cn 1. SEE SHEET S-1 FOR GENERAL NOTES & DESIGN CRITERIA. CONCRETE BLOCK ASTM C90, f'm=1500 PSI ~ �_ j 2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. MORTAR ASTM C270, TYPE "S" SIMPSON SP2 SIMPSON 'SP2' GROUT. ASTM C476 3. TOP OF FOOTING = (-)1'-4" BELOW GRADE. ® 32" o.c. @ 32" o.c. ALL GROUT SHALL BE A SHRINKAGE COMPENSATING PRE--MIXED TYPE CONSISTING 4. COMPACT SUBGRADE TO 95% MODIFIED PROCTOR MAX DRY. OF NON-METALLIC AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH o � 5. FOOTINGS ARE CENTERED UNDER STEMWALLS U.O.N. DBL. 2x CONT. DBL. 2x CONT. TOP PLATE TOP PLATE OF 3000 PSI AT 28 DAYS. 6. CONTRACTOR IS RESPONSIBLE TO TAKE NECESSARY PRECAUTIONS MASONRY REINFORCING Li TO AVOID DAMAGE TO THE EXISTING POOL DURING CONSTRUCTION. LAPS (TYPICAL U.O.N.). 48 BAR DIAMETERS z HORIZ.. REINFORCING ASTM A-82 V) 9 Ga. MINIMUM, LADDER TYPE X TEMPORARY SHORING FOR ALL EXTERIOR MASONRY WALLS SHALL REMAIN IN PLACE 25'-0" & CONNECTED ELIMINATING CANTILEVER ACTION OF THE WALLS UNTIL op FINAL CONNECTIONS ARE COMPLETED. cr U' S?1 S1 1 S 1 WOOD: r � TYP WALL SHEATHING WALL SHEATHING LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23 � — — ��.� � , - -;1 OF THE FLORIDA BUILDING CODE. o �I: : 1 B :I }I I . ..1 STUDS: SPRUCE, PINE FUR, MC19, No. 2 U.O.N. ALL OTHERS: SOUTHER YELLOW PINE, MC19, No. 2 I ! ) �I ENGINEERED WOOD PRODUCTS: 6 I I ::� I ! S-2 }:1 I 1: ;I vFi 11 #) { 2x4 STUDS ® 16" o.c. 2x4 STUDS 0 16" o.c. I-JOIST GP SERIES 40 i- I _.._..- I�} 8 I 1 I Iii :I 1�. . . LVL GP-LAM 2.0E 5-2 I 1 I L{} .1 r ! „ ,_ I (-.I'}) I: { -) _ PROVIDE MOISTURE PROTECTION FOR EXTERIOR USE. �• FLOOR SHEATHING: L ) — I -1 }1 SIMP ON PHD2-SDS3 — SS a t. ! ® I IM C } -{ •- w 5 '� THREADED ROD USE 3/4" THICK APA APPROVED T&G GLUED STURD-I FLOOR Q � I:, [� w 1_. ..I I I / $' FOR ALL FLOOR SHEATHING. .F -- ---- I L{. :1 � SIMPSON "SP1,. cn r. :! I I L--- - -- D 1 I I I 1 I:{} :I 0 32 o.c. .�� .._.. I. .I .. . . t.. I" . •: ALL EXTERIOR WALLS ARE SHEARWALLS. I I I I I I I {{ 1 C� °- t C 2x ONT, SOLE PLATE _ 2x ONT. SOLE PLATE IA 7 „ { w LAG BOLT o FLOOR SHEATHING w FLOOR SHEATHING EXTERIOR ROOF, WALL & SHEAR WALL SHEATHING: m.. w r. 11 / GP 0 SE41ES TJ JOISITS 0 4 o.c MAX. � .) / /��� I / /�'� LAG BOLT 7/16" THICK APA APPROVED FOR ALL ROOF SHEATHING & _Q { 0 32 o.c. - TJI FLOOR JOIST CSD 32 o.c. TJI FLOOR JOIST Q mc E 1 D I`I .1 WALL PANELS. V a I. --.- r :! EXTERIOR SHEATHING FASTENING: �.._. O 0 GP FIBERSTRONG GP FIBERSTRONG W J T FOR FLOOR & ROOF: W 1'x/4"x117/8" SINGLE PLY LVL RIM BOARD RIM BOARD FASTEN 7/16" THICK SHEATHING WITH 8d COMMON NAILS ON 6" CENTERS U ED �' 1 2 SIMPSON "CS16" OF SUPPORTED EDGES (IN THE SEAMS) AND AT 12" ON INTERMEDIATE SUPPORTS. Z 0 = l o 2 S-1 S--1 TYP. S-1 OPP, COIL STRAP ® REDUCE NAIL SPACING TO 4" ON CENTERS AROUND OPENINGS AND W U 32" O.C. ALONG DOUBLE TOP PLATE. c[ a NORTH D PLAN �j DBL. 2x BLOCKING BETWEEN • DBL. 2x BLOCKING BETWEEN FOR WALLS & INTERIOR SHEARWALLS: m Q FLOOR JOISTS. TYP. ;R FLOOR JOISTS. TYP. FASTEN 7/16" THICK SHEATHING WITH 8d COMMON NAILS ON 4" CENTERS U SECOND FLOOR FRAMING PLAN •= OF SUPPORTED EDGES (IN THE SEAMS) AND AT 12" ON INTERMEDIATE SUPPORTS. W REDUCE NAIL SPACING TO 4' ON CENTERS AROUND OPENINGS AND M O SCALE 1/4" = 1'--0" ALONG DOUBLE TOP PLATE. W z w SIMPSON "SP2" NOTES: 0 32" o.c. SIMPSON "PHD2-SDS3" FASTENERS: PER TABLE 2306.1 FBC U.O.N. INSTALL PER MANUFACTURER'S INSTRUCTIONS. se �- MANUFACTURER OF GUN NAILS MUST MEET COMMON NAIL SPECIFICATIONS Q z 1. SEE SHEET S-1 FOR GENERAL NOTES & DESIGN CRITERIA. DBL. 2x CONT. DBL. 2x CONT. FOR FRAMING APPLICATIONS. 2- VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. TOP PLATE TOP PLATE EXTERIOR WALL COVERINGS: PER TABLE 2308.0.1 FBC. 3. TOP OF FLOOR JOIST EL. = 9'-21/g FRAMING ANCHORS: NOTED ON PLANS BY "SIMPSON" OR ENGINEER APPROVED EQUAL. in SHEARWALL w/ SHEATHING TRUSS JOISTS: PROVIDE SHOP DRAWINGS FOR ENGINEER'S APPROVAL WITH DESIGN VERIFICATION ON BOTH SIDES. OF THE TJI AND TJ JOISTS BY COMPLETE CALCULATIONS SIGNED AND SEALED BY A REGISTERED ENGINEER HOLDING A CURRENT REGISTRATION IN THE STATE OF FLORIDA. z SIMPSON "IUT312" o JOIST HANGER 2x4 STUDS 0 16" o.c. 2x4 STUDS 0 16" o.c. STRUCTURAL STEEL: z ANCHOR BOLTS ASTM A307 w THREADED RODS ASTM A307 Z 511 WASHERS ASTM F436 V) NUTS ASTM A563, Grade "A" HEX. NAILS: USE DEFORMED (SPIRAL) SHANKS OR ANNULAR (RING) SHANK NAILS I. I IN HIGH MOISTURE ENVIRONMENTS. a 2x8 fAFTER f0 2 f o.c. IMAX. I i I :1 ;`' C,►�4 °'�1��. ' � r+', .y{ O 1 1 A0 CE VING J ISTS S 24" kc. Wk 1 ( SIMPSON "SP1" !. . 2B :.I ® 32" o.c. SIMPSON "HTT16" �gc o FLOOR SHEATHING 1 _ FLOOR SHEATHING IMPSON HTT16 w/ 4R Vr °I � S-2 2x 2 RID E B -. �.I � , z o /8'0 THREADED ROD. «, I.' : ; .I I 2x12 FLOOR JOIST 2x12 FLOOR; JOIST w 2 26 !►A �.:;. . U �::: : :i lf .NpX73 i 1 1 I I I I I I I71 tow-' 2D 2D o I I 1 I I I i I l 2x RIM JOIST 2x RIM JOIST O Z C. : :I SIMPSON "CS16" X. PROJECT NO. w COIL STRAP ® 4SO71 32" o.c. 1'-0" SIMPSON "H3" @ EA. ENDlu SIMPSON "HaSA". SEE PLAN ISSUE DATE Z 2x BLOCKING BETWEEN GRADE 2x BLOCKING BETWEEN GRADE OF EA. JOIST TYP. _ t��s/o4 1 FLOOR JOISTS. TYP. FLOOR JOISTS. TYP. REVISIONS PLAN 5-1 �.T. 2x8 PLATE w/ III- �.T. 2x8 PLATE w/ I I. NORTH / "Ox10" ANCHOR BOLT -I I i- / 'OX10" ANCHOR BOLTI- "' 0 3" HOOK & 2"0 w) 3" HOOK & 2-0 z CEILING J 01ST & ROOF FRAMING PLAN OR SQ. WASHER & NUT � #5 DOWEL - SEE PLAN OR SQ. WASHER & NUT "- � #5 DOWEL - SEE PLAN DRAWN BY: MSK_ . - 0 24 o.c. FOR LOCATIONS ® 24" o.c. FOR LOCATIONS SCALE 1/4" = l'-O" BOND BEAM FULLY GROUTED BOND BEAM FULLY GROUTED I CI DJC CHECKED BY: w/ 1-#5 CONT. - w/ 1-#5 CONT. NOTES: w d ° 2-#5 CONT. Bur-r. - 0 ° • 2—#5 CONT. BOTr. NOV 3 2004 1 . SEE SHEET S-1 FOR GENERAL NOTES & DESIGN CRITERIA. _ _ _ w/ #3 0 24" o.c. TRANS. 1. _ w/ #3 0 24" o.c. TRANS. 0 2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 3. RAFTER BEARING EL. = 18'-2%". -� 1' 8" 1' 8" SHEARWALL w/ SHEATHING smi ON EXTERIOR SIDE ONLY. FULL HEIGHT WALL SECTION 1 FULL HEIGHT WALL SECTION 2 SCALE: 3/4" = 1'-0" S-1 SCALE: 3/4" = 1'-O" S-1 SIMPSON "SP1" SIMPSON "SP1" -` INDIVIDUAL SHEATHING ® 32" o.c. ® 32" o.c. SIMPSON "LSU24" ATTACHED TO THREE / o RAFTERS MIN. 2x STUDS 0 16" o.c. SIMPSON 'HGA10' 0/8"0 THREADED "PHD2 -SDS3" w 2x STUDS 0 16" o.c. SIMPSON "PWD2-SDS3" w ® EA. OUTRIGGER FAF ® 24 O.C. 2x STUDS C� 16" o.c. /8 fd THREADED ROD ® EA. ANCHOR BOLT. w SIMPSON "H2.5" @ 8d NAILS 0 6" oc MAX. 0 PANEL V) ROOF SHEATHING EA. OUTRIGGER EDGES 0 BLOCKING (TYP.) 1 2x CONT. SOLE PLATE FLOOR SHEATHING 2x QONT. SOLE PLATE FLOOR SHEATHING 2x C1ONT. SOLE PLATE FLOOR SHEATHING �� 144 W// / LAG BOLT w/ / O LAG BOLT w/ /�"0 LAG BOLT 1 1 8d NAILS 0 6" oc 0 0 32o.c. @ 32 o.c. ® 32 ac. 1 1 ALL PANEL EDGES Ln Ln ROOF RAFTERS 8d NAILS 0 4" oc MAX. 1 1 N EXCEPT OF GABLE WALL SHEATHING--�- - WALL SHEATHING CL 2x4 OUTRIGGER (GABLE END FRAMING ONLY) END (TYP. Li DBL. 2x CONT 0 24' c/c N 1 1 1 2x RIM JOIST 2x RIM JOIST (2) 2x FLOOR JOIST 2x FLOOR JOIST 2x FLOOR JOIST 2x FLOOR JOIST V Q TOP PLATE w/ 2x STUD WALL 1 _ 1 8d NAILS 0 12" oc ON 2x BLOCKING BETWEEN 2x BLOCKING BETWEEN z SIMPSON "SP2" S-2 1 1 INTERIOR OF PANELS FLOOR JOISTS. TYP. FLOOR JOISTS. TYP. J o ® 32" o.c. CENTERLINE RIDGE -�--- 1 1 �11 RADE P.T. 2x8 PLATE w/ GRADE T. 2x8 PLATE w/ GRADE ....� � (INTERMEDIATE) P.T. 2x8 PLATE w/ z WALL 1 1 EXCEPT ON GABLE 5/ "OX10" ANCHOR BOLT 5/ "OX 10" ANCHOR BOLT / "Ox10" ANCHOR BOLT I � SIMPSON "SP1" I SHEATHING 1 „ " " II. " ® 32" o.c. - END i TYP. w� 3 HOOK & 2 -I I- w� 3 HOOK & 2 _1 1- w� 3 HOOK & 2'0 z 2x4 SPRUCE-PINE-FIR OR BETTER OR SQ. WASHER & NUT OR SQ. WASHER & NUT OR SQ. WASHER & NUT �n BLOCKING (FLAT OF VERTICAL) 1 1 C� 24" o.c. #5 DOWEL SEE PLAN ® 24" ° c #5 DOWEL - SEE PLAN ® 24" o.c. #5 DOWEL - SEE PLAN Ne z 2x CONT. RIM JOIST FOR END TWO (2) RAFTER SPACES 1 1 " 1 FOR LOCATIONS FOR LOCATIONS FOR LOCATIONS I G 0 4-0 oc MAX. TYP. BOND BEAM FULLY GROUTED BOND BEAM FULLY GROUTED O 922"Y V) v, 2x CEILING SIMPSON CS16 AT RDE (TYP.) BOND BEAM FULLY GROUTED w w 1- 5 CONT. w/ 1-#5 CONT. z w/ 1-#5 CONT. �,.�. Wgc4N o JOIST COIL STRAP 0 1 1 1 1 1 NOTES: / # ��_ 0 32 o.c. 2x4 CONT. 1 1 1 1 . ALL NAILS TO BE Q :a SHEATHING 1 1 1 ° av XB W o FLOOR - _ COMMON NAILS MIN. Z� " - v* ° • - - 5 CONT. BOTT. woo 2x BLACKING BETWEEN 12 MA -J v :° • 2 #5 CONT. BOTT. 2 # ! ° • 2-#5 CONT. BOTT. o ca w 3®24" o.c. w 3®24" o.c. _ w/ #3®24" o.c. U. CEILING JOIST / # / # _ vi NT i TRANS. - _i_ TRANS. _I =� TRANS. LLI a Q TDBL. 2x OP PLATEOw/ TRANS. �� ) � - @32"SIMPSON "SP2" SECTION , ROOF SHEATHING ATTACHMENT PLAN 2 SECTION 3 SECTION 4 SECTION 5 -- c 0 S- 3 " „ 3 ,. » ,> SCALE: / = 1 -0 it H ® 32 o.c. _2 S-2 3 S- 3 ,. ,� S-2 � aNn"o U) a SCALE: 3/4" = 1'-0" SCALE: /4 = 1'-0" 4 4 W ioLe-w SCALE. / = 1 -0 SCALE: / = 1 -0 4 3� n W" � uIOwNN M n O azo n' V) (2) 2X10 w/ 1/2" PLYWOOD. o FASTEN w/ 8d NAILS 2x4 STUDS 0 8" o.c. EA. SIDE TOP & 16" o.c. BOTTOM. 1/2 LA LAG BOLT o ® 32" O.G. z SEE FLOOR SHEATHING 2x4 CONT. oc ARCH. w z 2x STUD WALL V) CONT. 2x6-- SIMPSON "LSTA9" 2x STUDS FLOOR SHEATHING w '= 0 EVERY OTHER 2x FLOOR JOIST SIMPSON "LU526" STUD. 2x4 CONT. af af 0 EA. JOIST TYP. 1 SIMPSON FLOOR �MT512" (2) 2X1O w/ PLYWOOD I JOIST SHEATHING DBL. 2x CONT. SEE 6/S� 2 SIMPSON "LTP5" oTOP PLATE ®AGGERED SIDE V) 2x4 STUDS ® TJI FLOOR 16a.c. " HEADER OVER GLASS BLOCK INTERIOR SHEARWALL wa JOIST w/ WOOD BLOCKING IN WEB SEE 6/S-2 FOR �2)-2x6 HEADER w/ w & 2-10d NAILS ® INFORMATION NOT SHOWN / " PLYWOOD & EA. STU D. (1) "MTS 12" EA. END. it SECTION 6 SECTION SECTIONUj 8 vu'i 3 " - S-2 .3 - ,_ 5-2 3 ,. w S-2 w SCALE: /4 1 -0' SCALE: /4' 1 0 SCALE: /4 1'-0' IL m XUj Q w Q 0 W W w '-'�- z Uj U 0 C-�. Lu (_0� 0 [0 a _ W c� U a T w Lir Z 0 W Q o J Q r z (2) - "MSTA36" OVER CAP PLATE TOP & UNDER BASIS PLATE BOT. TYPICAL. USE "PHD2-SDS3" _ ' A " w/ /8"OX1O" LAG BOLT SIDESOF HEADERS. TIES BENT OVER BOTH JTIE TOP & BOTTOM ON SIDES OF OPENINGS z LARGER THAN 4'-0" WIDE. 2- 2x CONT. WOOD PLATE Q z Li z V) w X ""SP2STUD PLATE TIE EVERY � (2) 2x10 w/ /2" PLYWOOD C) OTHER STUD TYPICAL FLORIDA BUILDING CODE, 2001V) _j [ j U (3) KING STUDS EA. SIDE OPENINGS >, 4'-p.. �:, ���V�,.� r �� PRESSURES FOR COMPONENTS & CLADDING : (2) KING STUDS EA. SIDE DESIGN w OPENINGS C 4 --0" A (VERSION 1.02) ,� ¢ n JOB INFORMATION o (2) JACK STUDS EA. SIDE ,. BUILDING DATA a. OPENINGS > 4 -0 � (1) JACK STUDS EA. SIDE Wind Velocity(mph) 120 Company Structures Inter�nattonal z 2x WOOD STUDS 0 16" c/c. ---- - ' a Importance Factor 1.00 Prepared By MSK Uj OPENINGS C 4 -0' Exposure Category C •. �" 9 ry r No.54573 2x WOOD STUDS ® 16" c/c. Directionality Factor(kd) 0.85 Client Name Rollings Construction ' - Internal Pressure Coefficient :!:0.18 Job Description Burke Residence " V Mean Roof Height(ft) 21.00 Cabana w 2x BLOCKING TYP. Building Width(ft) 11.00 Building Length(ft) 25.00 Job Number 45071 PROJECT NO. o ® PANEL JOINTS. w Roof Slope (x:12) 12.00 4So71 ISSUE DATE: TYPICAL 7/16104 Ir REVISIONS: WALL OPENING 2x BLOCKING TYPICAL WALL OPENINGS Li (2) 1/2"0 BOLTS EA. ® PANEL JOINTS. SIDE OF WALL OPENINGS EQUAL OR OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE Ln LESS THAN 4'-0". MARK DESCRIPTION ,ONE ELEV.(ft) WIDTH(inches) HEIGHT(inches) PRESSURE(psf) PRESSURE(psf) DRAWN BY: 0 z B Glass ss Block 4 10.00 6 0 48.0 .0 32.3 -35.2 DJC "SP1 STUD PLATE 5 5.00 72.0 84.0 30.5 -38.8 CHECKED BY: 3: TIE C French Doors o EVERY OTHER STUD. D Window 4 5.00 84.0 60.0 30.9 -33.8 r- E Glass Block 4 5.00 48.0 56.0 32.3 -35.2 TOP OF FIN. FLOOR 2A Window 4 15.00 28.0 66.0 33.1 -38.0 O 2B Window 5 15.00 1 28.0 66.0 33.1 -44.0 USE 1/2"Ox7" LAG BOLTS 2C Window 5 15.00 28.0 36.0 33.7 45.1 ® 32" c/c 2D Window 4 15.00 28.0 360 33.7 -36.5 TYPICAL HEADER DETAIL A SCALE: NOT TO SCALE S�2