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1805 Sea Oats Drive MAP ' 1>"OW II MG Sll RV F-V O F L o -T 21 e�,t_.O C Gc 1 AS RECORDED IN PLAT BOOK 3c-- PAGE 20 J OF PUBLIC RECORDS OF DUVAL CO., FLA. FOR FRED PtZo1.1►� - z � S�. A O A—I' S �R • a Q Iif,ul 3 l 0 L. O -T I O ( :5.o O 2a y O PrO � _ =C, H�: E O 2`0� �►r Sc��E of o r 5' S' rli I 11.8 O� L o T L o -T E o 2 I p R O Z C gtrA�tt 0 Bl LEGEND: HEREBY CERTIFY THAT THE ABOVE WAS SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND THERE ARE MENTS CONCRETE MONUMENT EXCEPT AS SHOWN. ,,•,'� ai:1�r�Q�.,, X-X FENCE rf ❑ PEG MARC E-1 13 °1 NORTHjORAW%QU ST FA' R OBS,IINC. �. o IRON PIPE SIGNED 19 ClE .JA SILL RI " X CROSS CUT _ 1LE: Z� 1 �fi < EYR N0.211`7 F.B. P.G. 3S >..-1'N .�M.-1/M.�...Il.iMaiN.i•.+. w-6 M[M.PrMAMali�l4yA.l..R"ii-i.�i•4.4MMWula4lA1.OIRiIaM.�I!•J.AY+I••. {yy�.- g 2a .COG. Wj - ETE BLOCK j f f CCN G � � ! f Q i 11-4 iuA f t +N S wl I � � 1 yi►f l U /► 10110 li'ij Oil 111 w�T� r- 0 ' E IPX2O' CORC. FTG. W12#5 f � ;' X zolf Co►i%0. FG. W 2 0.5 A P-P ---+ -- - - ----- I f Y OF NTC BD CITCH A 8Y S (AL ! Z.. Z. 1 •` { 5 �.. �' 1 1. Q �� BUI NG OFFICE flIT4G RD, 23 !� DATE: PLANS BY. WILLIAMSON MACCLENNX, F.LA. PH. measaffle SL`aX ESM APPROVED BY: DRAWN RX F DAM 7-lbJK1J- REVIDED FAT'S CONSTRUCTION CO., INC. CALLAHAN. FLA. PH. JAIL ass-7440 DRAWING NUMBER j. \ -X 24 PRINTED ON NO. IOOON CL[ARrRIHT F ( IF z �101001) fNow ? � o 4x to �71� J ll qO- tj N 1 + ' - a L-- t u. t _ ra �, K � E SZ LN Ill, f � �t i ��. � � � 1 - p. QN1EN ♦ ./ � ^i ' 001IP + j ,�,�"cL t',, ,,{ f /� • --rte-�- r- - �,� + ` ' Z.z p� _ 21 , Ile tA ars. E- 7 --ko ttt `Z7/ Jj 19 01\ . , n vv, in � 0 4 � -11. low- -2, - - ra BY ECTAL RY PINI Boars b 18''Sn: 1 g3 0 53.. 183a ED ; _ OD 6 s- a -� e0 S SK� - t't:•Asi.ta� !t.�� P L A N S BY WILLIAMSON - oNt ' —"-----� ; MACCL. NY.. FLA. PH. 239-35343 ECAC[, �,`t^s.(� O. APPROVED 011: Y DRAWN_4 -_. REVISED � tg4e ' = ttC 3Gar �_; 1$.V-1 11 13� CONSTRUCTIO14 CO IMC. :• J' CALLAHAN. F4-A. PK JA)L 354-1460 7H— ::4 L- --�. - DRAWING NUMBER uxea r*1wrKD ON NO.1ooDM cL[AerRItn ! 4 771 V E viT t Z 1 PLATE LINE l I � 671 . i 1 j i • I FLOOR LONE j I 1 I 235# ASPHALT SHIN'- ~' i . i i 5 # FET C`'i � • J PLATE UNIE - i S. Imo . O . S. Go. D. .:� I j _ f I , ASN-ALT 1 - j� ! 5 FELT 0t /z 11 DHEA � �5.�' �,�t..i. V.`t� �iiG," .Ji►l..i�1{Z ti1'!�3 G {, �S S � GI..M 4S G Lr�S� h r � CL aMIA,�nfl ECTAL I nI I MIS P ARD y , j�,, i � .J)� n / ,�, uliU OWN � � p, ATE: PLANS BYWILLIAMSON � ( .... MACCLENN�. t:.dw. i'H. ��s�.aase j SCALE . ai t.-O _ _APPROVED BY: DRAWN BY G W DA7Et 2.pAIJ }-C} REVISED S CONSTRUCTION CO.. INC. -: - LLAHAN. PLA. PH. J,,-%X. s .)5-7440 i �r.I Lr pjQj DRAWING NUMBER taxaA PRINT[O ON NO. IOOON CLCARPRINT - i � I Vs Plyll 31-1 ==t/ ao ,t P, BY SP L 5 P ING B RD 6 0 L'A WILLIAMSON MACCL'ENN1., FLA. P.H. 259*3536 SCALE:. �j�tl.~:.��-0 APPROVED BY: DRAWN BY. Qt f\J D�7B: to 7=k13 7°) REVISED PAT'S CONSTRUCTION CO., INC. G&L.LAUAN. E4.A. PK JA& 355-7.440 DRAWING NUMBER 18XVA rRINTLD ON NO. 100014 CLZARMpNT O ,. 4f Z __• ' J d� O' I tQ G� (-cJ <)/--A `��• S '� 5.rs. A 5 MIL T ik L T_ VC- 5 Q2 " fLV 5 T Hart LA -TE 1" 94 ' 24� S C� ; ► rt.. ,�.. - ey 4 44 I L Y S T v rt-A,\ s E 2 x 42 5 -r V' >7 �p 4' fP T, VL" (3 4-7 PLN IAL :` � •' • '�\; � ISR NIN ARD --�----�-�..L� b._L.J• �.�.�7 E.►'� f� ��o c�� C 1. A ►�P e-v Tt T a D E: IQ to wool, Lu- . Z.C3 � � SCALE: ' pj ! � APPROVED My: DRAWN �QY DAtE: f REVISED DRAWING NUMBER ID7[ItA PRINT[O ON NO. TOOOH CL[ARFllTlfT 1 , \Nx L 1 !/M,` 45 i REVISIONS BY l MdTL�1 �x1S-r'G-, �lle,�EPC-,LL6L (T"'fFi _> +CZ x 4� V E LLOX S(�,Y LICA 11T� I - i A x 4 F.T. w D. iso:,T v( 1>4 6 W P. 'T12 —• T-I I VJ D • S t �� c�4 1 x -r W D . T 1 4- 2IM ( TYp MILTCH CXl'ST 'C-,� - - - , i s I x 4 W p �-r.� l i�1 M �.rc l-� Cx is-�'� ( 3 LT . -7, 14 s8 -- --- -----_ _ ----- z e C , i ! 1,*Ir r'• �rye: A 9.31 -I I f s s-' E x1ST � I 1 , I I c XI�•T tL7 lit. O 1 t t - L� �.J I V� C i "S r tA �� AD D t 'T I o tA E X i S 'f �C-, I T 1 p — -- -- -- . =------------ --- �-- F- _ �l T- d 1� r 67 M47GH EXIST `c-1 Fl 13 EP-iC-i M4T�14 F-XjS7 67 x4 Y4 r> Mb-1'G -i=� ' r � j � � �• max"►��` �, -Iwt"L1��-, r . APPROVE ni aaa,h � CIO w s X l 0elm cu Cov MAR 0 6 a c v � � cc Cc)-2,0 u. CID� •� 1 11 1 I DRAWN I CHECKED —� AXIS i�/ -l1t.rU•�• DATE — - - e E - 1(0 l 9 ---r__._._____._. ..-------- --•�- - _--._..._--____----.._-.__. _____.;�_._...__.r._..._._--- ---_�._.. - - - -- --- ---- - ----- -_ --_. _ ---- --_ _ _- ------- -. _ _ _._-- --.__ -- --- ------- _ __ _. - --_. .. ------- SCALE �x4ST�, � DDITIot`I Y4t � � .. `^1 JOB NO.n 2 �-- E- L -�'----� _ �- -�l--1�--T_._.�_ a--�`� -- - ---E-- T .----- r. �o - S1 �j SHEET F► 2 i 1996 Building and Zoning S OF SHEETS A0770ft"Pod>EKTTa" NO. 186A•18X24011vs I U REVISIONS BY 1 p 1 11 � tt I II tL it 2 p1(o� ZS(v0 i ' cn I Ifi - CX15'C1� Fl2�P .c.E EXl ST C-7 t=pMl LY tz,M , 0 u Y N E•Y 7-4 pCSOTZ. I i ro Si �( CIt o if It 31 h Vr _ & I/. ( I �r - 14 X lbT FOYE12, OTE: STUF-OFF j7,EL0C_ ..TE ,-- - _ sw ITCHSS 1rXlsr�l =oYE>� + ' 9T . �: I �R.ELoGI,T[- W d�,t4t1Z x C.T. • i + �7 y � t T - 1 ` p Y VIN�1L� t l7�( GL.rc�tT�.UMF� t Cxis PEMD ��CrST �-► '�YE(� V i ' Ll� I I —3 3 rs 5'~� �I t : co 2�nF f3C�-� I ' �0��03.�a L�Lh IL ^ 1 I 1`T I 2 r'. Mt ►Z20fZ I t 7 > yet 6 - 1_X-v LU I N ; IL .;A - --J n "►�)i �1:.t_tr Std L1/�S <----- - - - - Foc7 LI ( � ��I I �It <i-Z f PIz.E F� I -5(Oil X3C,I[ U (� ' 0 { F5.r--L%r tri ~' SI�o�� C< �T:LL. FIxt.POc-,t_S. X o GIs. t ENTRY CID (o��II II ort " I W.P. \9 ----------- - 1 X W CLO:P. Got FIELD VE12,1t=Y Cot4G , STEPS �! _ _- I CZ.1`�E Com, !-I•T. �_ �--�= Y- o��T-, LhNN DT'a5 : � . SNr,D�r-) WALL`j I t,IDI ;,LTE NEVI CONS7tz uC-f loN , to - -- i S-4 - z M A-c C, 14 - . . rtLLT > YER,1 = cc Y ;� `v NCS a>rb.,ED C.iJC�I i i �t`� `3{ �, - � ►.. �o Irl y --- _ -- — ---- -- ---- - --- -- --- . . .- . - ---- E a p: b m } _ r� 7 6. Contractors shall save and retain on the site any material,equipment,or Notes: items desired by the owner. DRAWN 1. Contractor shall field verify existing dimensions and conditions before 7. New construction, trim, finisbes, stucco, etc. shall match existing the start of any demolition or construction materials. Any possible difference shall be brought to the attention of the CHECKED owner before construction. 2. Contractor shall field verify existing structural, mechanical, and DATE electrical systems for adequacy and safety, systems shall be upgraded as g During demolition and new construction,any unaffected areas shall be required. adequately protected from weather,structural damage,or damage from new SCALE construction. A 5 Tuo E ID 3. Contractor shall obtain all applicable permits and forms required to .roe NO. execute this project. 9. Any electrical, plumbing, or HVAC lines to be abandoned shall be fro- x, 13 - ALF-, -� d. Contractor shall insure that all demolition,construction,and renovation trimmed and capped. SHEET complies with all applicable codes and regulations in effect at the time of 10. All existing shingles shall be removed. Existing roof to remain to pem"tting• receive new 15H felt and shingles to match new construction. 5. Contractor shall be responsible for the collection and disposal of all 11. All areas mere new roof meets existing roof and/or structure shall be trash,demolished materials,trimmings,refuse,eta from the site. adequately flashed and scaled. OF SHEETS QAIMS"PROW7'AT NO.186A-18X240-+rs CONSTRUCTION NOTES: REVI810NS BY it CONCRETE• •• �•1=� 1� � �� vi Z1. All concrete shall have a minimum of 3000 psi compressive strength at 28 days. 2. Footings .shall bear upon undisturbed soil or upon soil -'- compacted to a density of at 95% of Standard Proctor Maximum Dry Density (ASTM D1557) for a depth of at - — — -- least three feet (31) below the bottom of the footing. 1 1 ; 3. Where shown, cores of block masonry shall be filled .4" !' J N C Z 5 Ub with coarse grout or pea gravel concrete with minimum 1 compressive strength of 2500 psi at 28 days. �IC3raV_M E`EN dN (o MIL-, + I POLY \(APO Q, (ijD I1,1� ATL,, 4. Reinforcing steel shall be ASTM A-615 Grade 60 steel + conforming to ACI 301, ACI 315, ACI 318 and CRSI Manual T Y of Standard Practice, latest editions. QI !! \ 5. All continuous vertical and horizontal reinforcing steel in footings shall be lap spliced a minimum of 36 bar diameters or 2411, whichever is greater unless otherwise noted. z 6. The following minimum concrete cover shall be provided + p }tam ctz\CDI-) 3�laC��1(A for reinforcement: z' , Footings.. . . . . . . . . . . . .. . . . . . . . . . .. .. . .. . . . . . . . .3 inches 1 a ANc t x Tt2- St-t'1 ON p iSlabs on Grade.. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .Centered � �� 3 . 2 . 7. Horizontal beam and footing bars shall be bent 1'-0t1 � �g3 ' Iaround corners or corner bars with 2'-0t1 lap shall be 2 1 � 1 Y - - - F = - - --1 - provided. ' s , '' 98 -meg; \ NEW r I1 t 1 Iw EX 15TH _Z 8. Contractor shall provide spacers, chairs, bolsters, a s $1; t 1 i _ i 3 0 etc. necessary to support reinforcing steel. Support � �►. 2 WASK t_ - _-._J� - _ _J � 2 _�; 1\ L _ �XtST t_ 1_ EXIST 'Cl items which bear on exposed concrete surfaces shall Vol ! \, _1 __ 1ZE Lo C 4.7 C W n 15%A a P_ X �U1 have ends which are plastic tipped or stainless steel. a { ? I •3 D2YGtZ Pt,U h�t3 �, 1A z g 1x11 H I N 9. All reinforcing details shall conform to Manual of _n, I DRY Standard Practice for detailing reinforced concrete 13 �• structures ACI .315 latest edition, unless detailed ria & otherwise on the structural Drawings. 10. All concrete work shall be in accordance with "the building code requirements for concrete" ACI 318 latest edition, and "specifications for structural concrete for buildings" ACI 301. 1222 Lid; t_31i ; 11 12 ( T7P. ! MASONRY i \ I ,1. Concrete mason units shall be ASTM C90-75 hollow load-Bearing Concrete Masonry Units, Type 1, Grade. -1, N !U N n Q normal weight, with a minimum compressive -strength of i W,C J tL 2000 psi (f'm=1350 psi) .� -- - r'��f-� C�)� c R+� �C�Rti '?- SLP 1✓ / -------- - - ---------------- 5 __-------_- ------_� 2. Mortar shall conform to ASTM C270 and be of type M or NT .�: 3(o r1 O .G . (TY[� i-- -- -- -- S. �c _. _ _ \`� ; 3. Horizontal masonry Joints- reinforcement shall be h � I I v :� m0tkOL-1 -ri4tC, - - - - - - - - - - - - - -- -' galvanized truss-type with 611 lap at all splices and 1_`I_ n Q placed at every other block course, maximum 16" o.c. 1L 17-11 xZot MIN. PTI re,E - lbAtZ, CONT• - - - - - itA 2 �T p-t.t. Co -oft ' • -r u rzLs D o�i t� ( M�cola L.I -r N 1 G� F T� Y� ,9; �� I =��; n� � RE - 5Q P, C,oNT. (TYI?'� , rIEL.o VELLI FY rt-E;2, L L `(- OUT, N E�c�1 C o N C S 1 c� G v��l`L_tL� a o I 0 1n dM<n 141 - L .. Ca EA�a c ma o L O O Xto ca • Zx + STUD 16tt o.�. 411 Co tJc• �LA.� U • S ¢,ED IAet-o G, 32 o,c 4,1 Cot1C. �lt�C� v.I FIr3GR, MC51-{ (Z oo Pmt r� trl. FIaE� MC-stA(2 500 F�1 1�11tJ, 2 u t� 1 D X l Z , Mot IDL1 A t c, FELL FTC-, , DRAWN 2 x 4 P.T. ��1 L L. PLT. Co MIL . POLY v A Po r2, 2 <�µQ, n It I;?-'Y R,E.-6h13, . 1,C3eN� �uTstcE r Z�j' OC�iLt-tE� � t3 a fz�a,t tr 12n 1/z x to J -go t.7r e 4$ 0 . CHECKED 301 ANG�6C MaUJI,) (T'(1'. ) - �\`� DATE co SCALE � ��Nttultahl �i c, T Gd 111tilo C-i� •=-oNT. t 1 JOB NO. y f SHEET 1 .� TA `�4 T\No S_ r �Y N_-��. a-- o rte, �.� l2- 1 N c-, - 0 } OF SHEETS WArram"P1lIXTR sr NO. 186A-i8X24011's - It r IG? tz c O F P l T C,l i'L REVISIONS" BY ?�X 4j C I o•G• (No•2� �F7�t25 . 3/gnx 6LAX-, cio T :? 24 Flo,c F12 po4,4EA ZXk C- NJUT L2� Z -At O (.Z') Z X 10 T T fZ U C,-7-LJ 2 C . IIX121 t7oa4'-A. i � i � i _-,�� - _, '�. 3�g" PAY w�. B�T4•l 1 X- 4 Ex s-rC_-7 ( l t ,E F't..CM t MNEY. . - 5vFT�i\ 2X IZ o Zt} p,:� `�{o. Z / 2GFTErL�2. 30 ( t-4SLA L•., \ . 41 X >`L 1/2 �.� zx to tZ E - - - - - - - -� �.1or!:,: ��-; '�a:,� E� lST =, • , , r , , . , I , . , , . , - I as $ z)ZX 1 a ti, iZ N L Ct - -oz N E V.i CZO D F • p A - ais 4 g - , rywall ceiling,No future room development,but limited attic storage available - s ExtsT 4 Q-10C-1E Size Spacing Grade 'P 0 Q i 4d+ 60" aw swu waw 11.1 1141.1 X&I rt.2 Ilt: ^ : r..s nod" � �'s i zJ V; I «car saw sl,tcwtl saga s a waw Otut y4 d 8 4 ftl.Wra1 swwy ) d a z 12 10.6 10.3 10-0 10-3 10-0 9-10 410-0) 9-10 9:5 8.2 7-0 111 151 e v - • t-I E L1-> VER 1 F Y C X 1 S T i 13'�M �1 Z E 2 x 4 16 9-6 01.4 a-1 01-4 9.1 8-411 01-1 8-411 `7 7-1 6.1 , �, ► _ , 1 j �1 24 ea 8.1 8-0 8-1 8-0 7.10 7.8 7 6.9 4.11 e IN�I i# 11 x {� - N2/�P /z PLYINIJ. EQ. �iOE 12 141.4 16.1 13.9 16.1 15-0 16.6 18- 101.6 1�.9 12n --- 2x6 4.2 �• �H ; L, 2 x 8 16 14.11 14.7 14-4 14.7 14-4 14-1 14-4 15-6 1 11 10-3 24 19.0 12.9 12.6 12.9 12-6 12-0 11-1 11.0 1 6.6 12 21-7 21.2 20.10 21-2 20.10 20-6 20- 20.1 1 2 15.4 ! 2 X 8 16 19-7 19-3 18.11 19.1 18-11 18 5 18- 17-5 1 7 13-1 !' 1 1 C p ! I I IU i 24 17-2 16.10 16-6 16-8 15-11 15.1 1 14.2 13-7 10-10 �I 12 26.0' 26.0• 26-0' 26.0• 260• 25-7 25- 24-0 -9 18-1 LI 1;1 L x►2 Z X 12 2 x 10 16 25-0 24.7 24:1 24.5 21-2 22.2 22.2 20-9 ;19-9 15-8 24 21-10 21 21-1 15.11 16.,, ,8., ,6., ,T-O ,2 -I I � r MallAJltaJ SpaaS u� Q l} SOUTHERN PINE SPAN TABLES given In fart aa lachesTabl 14 Rafters-20 N 15 I 1sf live 15 st �► 7�I i L = !!----��' H ; Medium roofing;'Drywall telling;Snow load n 1 }- 1 I z x I z, l 1 i zx X v 17- Size Spacing Grade til 1A f N ! X Igtles Yclaea Ogggg Sgfg[1 wogw M./ lt.f ■t.I 4.2 14.2 Be.? 4 2 «uau S t= SLxWY ed aw want Ogw tl«Dtw ' �•. i ! i 1 i `; n I 12 164 16.1 15.9 16.1 15-9 15-6 15- 15-5 4-9 11-11 �, c7.C. 2x6 16 14-11 1ar 14-4 14-7 14-4 14-1 14-4 ts-4 f -to tom I Q' t I j �-- ! 1 i c - A 24 13-0 12-9 12-6 12.9 12.6 11.11 1119 ,o•tt 1 8� I i� �2 2 x I o - CZ) Z :td 12 21-7 21-2 20-10 21-2. 20-10 2015 2076 19-11 tb_-1 1" I i ~~ 2x8' 16 19-7 19J 18-11 19-1 18.11 18-4 1 17.1 1 13-2 M bT c l� E X i ST �, i 5.A 14-1 1 ,aa U -- 24 17-2 .16.10 16-6 16-6 15-9 15-0 1 I I `� 12 26.0- 20.0- 26-0• 26-0' 26-0• 25-5 2x-10 -e 173.0 7 U V 2x 10 16 25.0 24-7 24.1 24-3 22-11 22-1 22 2017 9-7 15.7 24 . 21-10 21.6 21-1 19-9 18-9 18-0 18 IC-10 ?6-0 12.9 i f X i ! X �- 12 26.0' 26-0- 25-0- 26-0' 25-0' 25-0' 211-9' 213.0- 26-0' 21-5 2x.12 101 26-0- 26-0- 211-0- 26-0- 26-0• 26-0• 24-2 `13-2 184 1I 24 26-0' 26-0' 25-7 23-3 22-4 21-5 21- 19-9 , 18-11 15-2 �{ 7�f X z 11 �-L) •L x 12 ---- ---- ----- - --_-__ - -- --- --- ---- - ------ ---- --- -- ----4- - I I� . EXIST 4 x-0,5 F x IZ ��rTC2S Z z4'' � ,c. �, sc. ; t�-Irl ' • `L,-3O 1NbWL. Fira,-Ji- a � � - i. _ G A � S MCo (-�� LRc �� . 2aFr� �, 'I- - -- - - M �l r Ln 2x 2 a FT E IzmTz4llo,C. (�Ao z --- �. � ' �� Q� 0i • ��•^^TT l 'C I- m atn T C 1 �:c►� ' ', �� P � YG1-4 . izx12- �� v a �1 = M u9- x12 r-B>:br� - - - - --- zx DRAWN f� ISD. CHECKED DATE SCALE o��z Paz PLIN000NAMSPACIItc.(IN.� • C1a�.V. POST Ar`<cNoRh��11 ,,,� JOB NO. ?LY1fO0D T1iZC!<?iESs NAIL TIP PAtilL 171TER- PJaPG i; ;, �5„ IG.e (-2,, -9 tUSE (X?1CTM91 SIZH TYPE LDCES KED]J1TE8 d tilw LS ROOF 5/16", 3/8- 8d CM0ION- 6 12 te t �'� - S T HEERECODOMNDED STUD SIZES ]IND SPI ONG St�ATS. S/8-, 7/4- lOd CONDlON 6 uWALL PLATE HEICRT STUD SIZE SPACING WALL 3/16-n3/8-,1/2, 8d COMODN 6 1276YW SHEATH. s/8 1Od Co213'IM 6 12 -LY O :- �^ TATE!t. 2 X 4 16 Itt. - F R. 1/2- 8d C014[01f 6 10 1 M 1 11 9FT. OR 10 FT. 2X CA 16 IN. 5/8-, 9/4- 10d C01[0611i 6 10 f `-- 0 n• .or P- 4 of 12 ]'N. 1-, 1-1/8- lOd DEFORMED 6 6 ;�•,, ` l�h OF SHEETS � M I1114710YtAL PIMX7r Sr NO. 186A•18X240-3 REVISIONS BY DESIGN CRITERIA Minimum Nailing Schedule (General) LM 1. Live Loads � l N1 IST ConnectionNailing �t7��hi1 GJ-11�TL�� e)vBTL Roof. ...............................20#/Sq. Ft. F7uurr %Z{ e-mucr+ eD. C E FTE25 (D I. Joist to sill or girder, toenail 3-10d n� L&O 2. Wind Loads 2. Bridging to joist, toenail each and 4-10d *X<v �p`S�t A '^�� 1 xzpr .vz x C l 6-1 3 5t 3. 1" x 6" subfloor or less to each joist, - GA ¢ AW S, EAVO (SC-E (LOOP P L[s.t4� Wind Velocity... ........::: face nail........110 Hph CF 4. Wider than 1 x 6 subtloor to each 4-lOd 1 La CnABLE SSD ONLY 1i,�_5 �c 1�TLLV, LL " " joist, 3. Seismic Load (Per SBCC-91) ::...:.................Zone 0 face nail 3-10d r-2.- f.�sCMGa {}G PLt� LL s. 2" subfloor to joist or girder, blind and X e-, (OfTIONa� .. tom- ��-�`�V GENERAL STRUCTJF.AL NOTES lace nail 4-16d 6. Sole plate to joist or blocking, face nail 16d .at 12" o.c. 1. It is the intent of the Engineer that this work be in 7. Top plate to stud, and nail 6-16d . � � `•� v - � ` conformance with all requirements of the authorities 8. Stud to sole plate 6-lod, toenail having jurisdiction over this type of construction andor 6-16d, and nail _.•.SE MC0.c. . Tcf pL . occupancy. All Contractors shall do their work in n 3 2 @ 9. Double studs face nail " Ct..•C-t conformance with all applicable codes and regulations. . 16d at 12 o.c. NAiL �p,STRiaP - (272 4 -roP �-� 10. Doubled top plates, face nail 16d at 12" o.c. G� 2. The Contractor shall verity all conditions and 11. Top plates, laps and intersections, face V�(i Z) Sd MpILS dimensions at the job site prior to commencing work. nail 4-16d ` - 'Z�4' aL.aGlUt._)6r 2L-- tj 12. Continuous header, two pieces 16d at 12" o.c. VENITILAYEP 3. Contractor shall supply, locate and build into the work along each edge �/�r`�TOPT.� all inserts, anchors, angles, plates, openings, 13. Ceiling joists to plate, toenail. 4-ed �Ca dB L6 -r=0D. Continuous header to stud toenail 4-lOd P-)1 I N��-�T{OIJ � 1-4 sleeves, hangers, slab depressions, and pitches as may 14. , � 15. Coiling joists las over partitions, + u be required to attach and accommodate other work. face nail F P �}�� S-rv�� 1 ro o,G � (TY P.) U .N.o 16. Ceiling joists to a , 3-16d ` 4. These documents, as instruments of service are the g j parallel rafters � 3 face nail 2 x property of the Architect-Engineer and may not be used 27. Ratter to late toenail 3-16d :- - --_- 3 or reproduced without expressed written consent of the " P • 3-lOd 11 y 18. . 1 brace to each stud and plate, lace nail 4-ed _"C`-.111 _�:3�,}; R�$;lf .)'SMD:. 7 �} �(vD� e ((a v .G�(T�P.) U �,o A A Engineer. 19. 1" x 8'1.sheathing or less to each bearing, I lace nail [err r Ei veg. olz - t-'-. l! 1}-►5� t D1J t S. All details and sections shown on the drawings are 4-8d _ r 3-'$ _ s 20. Wider.than 1" x e" sheathing to each - 1t intended to be typical and shall be construed to apply � g LC'se'v1�arZ'-'I�USE'�/sl .� �Z C�rP, t3 oA�D #_� �� 1 to any similar situation elsewhere in the work except• bearing, face nail 4-8d where a different detail is shown. 21. Built-up corner studs 16d at 12" o.c. (TYPE - YZ11 �I r+ A'PJ• @ � }t �'G' s � > SEMG o T u 0, Z } SoLr a s s •• 22 built-up girder, beam or post ZOd at 24" o.c. '. P P4 e 3 6. Subsurface soil condition information is not available. at top and + ►0 5ILL P'UT. NAIL PX• BASE 1 At�D ey aa.�;. Foundations are designed for a 2500 psf soil bearing bottom and I 'S'TR AP v.�(1'L� d NAI L�. --� �IN1 lt.00(L. capacity. Contractor shall report any differing staggered 4-god Q.{1 Gp�G,��l.r� v1� ., Sit. conditions to the Designer prior to commencing work. at ends and atc8� I each splice Dyi✓E a• � MIL1 �oL`7' 3� $Q�� : �� 7. It is the Contractor's sole responsibility to determine _ ~ erection procedure and sequence to insure the safety of P - ' the building and its component parts during erection. a. Soil under concrete footings shall be undisturbed and � ► i'.=•- 1►*7 i i i I • '� i t:'��'�- 11= shall be compacted to a minimum 95t o! modified proctor (FLEW VEa,IFY� P ru�T�r,,IF�c� (ASTM D-1557) maximum dry density. �+ 4 1I > WOOD FRAMING ' z,_ J' 1. All wood framing shall be fabricated and installed per �" % =' `� AITC and TPI and National Design Specifications for , Wood Construction. - � 1 2. All structural wood members (except floor rafters) sAR CO Wr, (T•{P,) } shall be Structural Southern Pine and shall have the following minimum design values: I t q Sawn Lumber (Except Studs Glued Laminated Lumber 1 and Ceiling Joists With � j No Post Bearing) Fb s 10"psi Fb e 25 P I G --- • ._ ..r._. _ ._ __ u� Fv 90 psi Fv s 165 psi �! co Fol 270 psi Fcl a 880 psi ^'r+ i Fc 1,100 psi Fc 2,200 psi E =1,500,000 psi E -2,000,000 psi oil ii Id Id 3. Plywood sheathing shall be APA Structural I, Group I size and span rated as shown on the drawings. 4. All wood members exposed to weather or in contact with z' masonry, concrete or soil shall be pressure-treated. shall provide all fastening devices J� necessary and suited for each application. Fastening � 5. ContractorI subject to moisture shall be hot-dip galvanized to ASTM �II A-153-80. I ' o T! C y N� w•y� ' �O m<N EA a mho o cc O h � aagi Q� N V e4 X �m U_ DRAWN CHECKED DATE 5EZ• SC LE A t.P� r N��NI11{Nljfl/� JOB NO. ��,•�`�-�S J. Gam''%��: c� - 513- � � 2 9 1�} •�(1 1 , ' iii SHEET 1r N1.J s 473 . , _ r•;; ATE _ i- qP OF SHE ETS AI9170ft LPRNTRAST NO. 166AASX240-3 - - REVISIONS BY DESIGN CRITERIA Minimum Nailing Schedule (General) LM 1. Live Loads � l N1 IST ConnectionNailing �t7��hi1 GJ-11�TL�� e)vBTL Roof. ...............................20#/Sq. Ft. F7uurr %Z{ e-mucr+ eD. C E FTE25 (D I. Joist to sill or girder, toenail 3-10d n� L&O 2. Wind Loads 2. Bridging to joist, toenail each and 4-10d *X<v �p`S�t A '^�� 1 xzpr .vz x C l 6-1 3 5t 3. 1" x 6" subfloor or less to each joist, - GA ¢ AW S, EAVO (SC-E (LOOP P L[s.t4� Wind Velocity... ........::: face nail........110 Hph CF 4. Wider than 1 x 6 subtloor to each 4-lOd 1 La CnABLE SSD ONLY 1i,�_5 �c 1�TLLV, LL " " joist, 3. Seismic Load (Per SBCC-91) ::...:.................Zone 0 face nail 3-10d r-2.- f.�sCMGa {}G PLt� LL s. 2" subfloor to joist or girder, blind and X e-, (OfTIONa� .. tom- ��-�`�V GENERAL STRUCTJF.AL NOTES lace nail 4-16d 6. Sole plate to joist or blocking, face nail 16d .at 12" o.c. 1. It is the intent of the Engineer that this work be in 7. Top plate to stud, and nail 6-16d . � � `•� v - � ` conformance with all requirements of the authorities 8. Stud to sole plate 6-lod, toenail having jurisdiction over this type of construction andor 6-16d, and nail _.•.SE MC0.c. . Tcf pL . occupancy. All Contractors shall do their work in n 3 2 @ 9. Double studs face nail " Ct..•C-t conformance with all applicable codes and regulations. . 16d at 12 o.c. NAiL �p,STRiaP - (272 4 -roP �-� 10. Doubled top plates, face nail 16d at 12" o.c. G� 2. The Contractor shall verity all conditions and 11. Top plates, laps and intersections, face V�(i Z) Sd MpILS dimensions at the job site prior to commencing work. nail 4-16d ` - 'Z�4' aL.aGlUt._)6r 2L-- tj 12. Continuous header, two pieces 16d at 12" o.c. VENITILAYEP 3. Contractor shall supply, locate and build into the work along each edge �/�r`�TOPT.� all inserts, anchors, angles, plates, openings, 13. Ceiling joists to plate, toenail. 4-ed �Ca dB L6 -r=0D. Continuous header to stud toenail 4-lOd P-)1 I N��-�T{OIJ � 1-4 sleeves, hangers, slab depressions, and pitches as may 14. , � 15. Coiling joists las over partitions, + u be required to attach and accommodate other work. face nail F P �}�� S-rv�� 1 ro o,G � (TY P.) U .N.o 16. Ceiling joists to a , 3-16d ` 4. These documents, as instruments of service are the g j parallel rafters � 3 face nail 2 x property of the Architect-Engineer and may not be used 27. Ratter to late toenail 3-16d :- - --_- 3 or reproduced without expressed written consent of the " P • 3-lOd 11 y 18. . 1 brace to each stud and plate, lace nail 4-ed _"C`-.111 _�:3�,}; R�$;lf .)'SMD:. 7 �} �(vD� e ((a v .G�(T�P.) U �,o A A Engineer. 19. 1" x 8'1.sheathing or less to each bearing, I lace nail [err r Ei veg. olz - t-'-. l! 1}-►5� t D1J t S. All details and sections shown on the drawings are 4-8d _ r 3-'$ _ s 20. Wider.than 1" x e" sheathing to each - 1t intended to be typical and shall be construed to apply � g LC'se'v1�arZ'-'I�USE'�/sl .� �Z C�rP, t3 oA�D #_� �� 1 to any similar situation elsewhere in the work except• bearing, face nail 4-8d where a different detail is shown. 21. Built-up corner studs 16d at 12" o.c. (TYPE - YZ11 �I r+ A'PJ• @ � }t �'G' s � > SEMG o T u 0, Z } SoLr a s s •• 22 built-up girder, beam or post ZOd at 24" o.c. '. P P4 e 3 6. Subsurface soil condition information is not available. at top and + ►0 5ILL P'UT. NAIL PX• BASE 1 At�D ey aa.�;. Foundations are designed for a 2500 psf soil bearing bottom and I 'S'TR AP v.�(1'L� d NAI L�. --� �IN1 lt.00(L. capacity. Contractor shall report any differing staggered 4-god Q.{1 Gp�G,��l.r� v1� ., Sit. conditions to the Designer prior to commencing work. at ends and atc8� I each splice Dyi✓E a• � MIL1 �oL`7' 3� $Q�� : �� 7. It is the Contractor's sole responsibility to determine _ ~ erection procedure and sequence to insure the safety of P - ' the building and its component parts during erection. a. Soil under concrete footings shall be undisturbed and � ► i'.=•- 1►*7 i i i I • '� i t:'��'�- 11= shall be compacted to a minimum 95t o! modified proctor (FLEW VEa,IFY� P ru�T�r,,IF�c� (ASTM D-1557) maximum dry density. �+ 4 1I > WOOD FRAMING ' z,_ J' 1. All wood framing shall be fabricated and installed per �" % =' `� AITC and TPI and National Design Specifications for , Wood Construction. - � 1 2. All structural wood members (except floor rafters) sAR CO Wr, (T•{P,) } shall be Structural Southern Pine and shall have the following minimum design values: I t q Sawn Lumber (Except Studs Glued Laminated Lumber 1 and Ceiling Joists With � j No Post Bearing) Fb s 10"psi Fb e 25 P I G --- • ._ ..r._. _ ._ __ u� Fv 90 psi Fv s 165 psi �! co Fol 270 psi Fcl a 880 psi ^'r+ i Fc 1,100 psi Fc 2,200 psi E =1,500,000 psi E -2,000,000 psi oil ii Id Id 3. Plywood sheathing shall be APA Structural I, Group I size and span rated as shown on the drawings. 4. All wood members exposed to weather or in contact with z' masonry, concrete or soil shall be pressure-treated. shall provide all fastening devices J� necessary and suited for each application. Fastening � 5. ContractorI subject to moisture shall be hot-dip galvanized to ASTM �II A-153-80. I ' o T! C y N� w•y� ' �O m<N EA a mho o cc O h � aagi Q� N V e4 X �m U_ DRAWN CHECKED DATE 5EZ• SC LE A t.P� r N��NI11{Nljfl/� JOB NO. ��,•�`�-�S J. Gam''%��: c� - 513- � � 2 9 1�} •�(1 1 , ' iii SHEET 1r N1.J s 473 . , _ r•;; ATE _ i- qP OF SHE ETS AI9170ft LPRNTRAST NO. 166AASX240-3 - - It r IG? tz c O F P l T C,l i'L REVISIONS" BY ?�X 4j C I o•G• (No•2� �F7�t25 . 3/gnx 6LAX-, cio T :? 24 Flo,c F12 po4,4EA ZXk C- NJUT L2� Z -At O (.Z') Z X 10 T T fZ U C,-7-LJ 2 C . IIX121 t7oa4'-A. i � i � i _-,�� - _, '�. 3�g" PAY w�. B�T4•l 1 X- 4 Ex s-rC_-7 ( l t ,E F't..CM t MNEY. . - 5vFT�i\ 2X IZ o Zt} p,:� `�{o. Z / 2GFTErL�2. 30 ( t-4SLA L•., \ . 41 X >`L 1/2 �.� zx to tZ E - - - - - - - -� �.1or!:,: ��-; '�a:,� E� lST =, • , , r , , . , I , . , , . , - I as $ z)ZX 1 a ti, iZ N L Ct - -oz N E V.i CZO D F • p A - ais 4 g - , rywall ceiling,No future room development,but limited attic storage available - s ExtsT 4 Q-10C-1E Size Spacing Grade 'P 0 Q i 4d+ 60" aw swu waw 11.1 1141.1 X&I rt.2 Ilt: ^ : r..s nod" � �'s i zJ V; I «car saw sl,tcwtl saga s a waw Otut y4 d 8 4 ftl.Wra1 swwy ) d a z 12 10.6 10.3 10-0 10-3 10-0 9-10 410-0) 9-10 9:5 8.2 7-0 111 151 e v - • t-I E L1-> VER 1 F Y C X 1 S T i 13'�M �1 Z E 2 x 4 16 9-6 01.4 a-1 01-4 9.1 8-411 01-1 8-411 `7 7-1 6.1 , �, ► _ , 1 j �1 24 ea 8.1 8-0 8-1 8-0 7.10 7.8 7 6.9 4.11 e IN�I i# 11 x {� - N2/�P /z PLYINIJ. EQ. �iOE 12 141.4 16.1 13.9 16.1 15-0 16.6 18- 101.6 1�.9 12n --- 2x6 4.2 �• �H ; L, 2 x 8 16 14.11 14.7 14-4 14.7 14-4 14-1 14-4 15-6 1 11 10-3 24 19.0 12.9 12.6 12.9 12-6 12-0 11-1 11.0 1 6.6 12 21-7 21.2 20.10 21-2 20.10 20-6 20- 20.1 1 2 15.4 ! 2 X 8 16 19-7 19-3 18.11 19.1 18-11 18 5 18- 17-5 1 7 13-1 !' 1 1 C p ! I I IU i 24 17-2 16.10 16-6 16-8 15-11 15.1 1 14.2 13-7 10-10 �I 12 26.0' 26.0• 26-0' 26.0• 260• 25-7 25- 24-0 -9 18-1 LI 1;1 L x►2 Z X 12 2 x 10 16 25-0 24.7 24:1 24.5 21-2 22.2 22.2 20-9 ;19-9 15-8 24 21-10 21 21-1 15.11 16.,, ,8., ,6., ,T-O ,2 -I I � r MallAJltaJ SpaaS u� Q l} SOUTHERN PINE SPAN TABLES given In fart aa lachesTabl 14 Rafters-20 N 15 I 1sf live 15 st �► 7�I i L = !!----��' H ; Medium roofing;'Drywall telling;Snow load n 1 }- 1 I z x I z, l 1 i zx X v 17- Size Spacing Grade til 1A f N ! X Igtles Yclaea Ogggg Sgfg[1 wogw M./ lt.f ■t.I 4.2 14.2 Be.? 4 2 «uau S t= SLxWY ed aw want Ogw tl«Dtw ' �•. i ! i 1 i `; n I 12 164 16.1 15.9 16.1 15-9 15-6 15- 15-5 4-9 11-11 �, c7.C. 2x6 16 14-11 1ar 14-4 14-7 14-4 14-1 14-4 ts-4 f -to tom I Q' t I j �-- ! 1 i c - A 24 13-0 12-9 12-6 12.9 12.6 11.11 1119 ,o•tt 1 8� I i� �2 2 x I o - CZ) Z :td 12 21-7 21-2 20-10 21-2. 20-10 2015 2076 19-11 tb_-1 1" I i ~~ 2x8' 16 19-7 19J 18-11 19-1 18.11 18-4 1 17.1 1 13-2 M bT c l� E X i ST �, i 5.A 14-1 1 ,aa U -- 24 17-2 .16.10 16-6 16-6 15-9 15-0 1 I I `� 12 26.0- 20.0- 26-0• 26-0' 26-0• 25-5 2x-10 -e 173.0 7 U V 2x 10 16 25.0 24-7 24.1 24-3 22-11 22-1 22 2017 9-7 15.7 24 . 21-10 21.6 21-1 19-9 18-9 18-0 18 IC-10 ?6-0 12.9 i f X i ! X �- 12 26.0' 26-0- 25-0- 26-0' 25-0' 25-0' 211-9' 213.0- 26-0' 21-5 2x.12 101 26-0- 26-0- 211-0- 26-0- 26-0• 26-0• 24-2 `13-2 184 1I 24 26-0' 26-0' 25-7 23-3 22-4 21-5 21- 19-9 , 18-11 15-2 �{ 7�f X z 11 �-L) •L x 12 ---- ---- ----- - --_-__ - -- --- --- ---- - ------ ---- --- -- ----4- - I I� . EXIST 4 x-0,5 F x IZ ��rTC2S Z z4'' � ,c. �, sc. ; t�-Irl ' • `L,-3O 1NbWL. Fira,-Ji- a � � - i. _ G A � S MCo (-�� LRc �� . 2aFr� �, 'I- - -- - - M �l r Ln 2x 2 a FT E IzmTz4llo,C. (�Ao z --- �. � ' �� Q� 0i • ��•^^TT l 'C I- m atn T C 1 �:c►� ' ', �� P � YG1-4 . izx12- �� v a �1 = M u9- x12 r-B>:br� - - - - --- zx DRAWN f� ISD. CHECKED DATE SCALE o��z Paz PLIN000NAMSPACIItc.(IN.� • C1a�.V. POST Ar`<cNoRh��11 ,,,� JOB NO. ?LY1fO0D T1iZC!<?iESs NAIL TIP PAtilL 171TER- PJaPG i; ;, �5„ IG.e (-2,, -9 tUSE (X?1CTM91 SIZH TYPE LDCES KED]J1TE8 d tilw LS ROOF 5/16", 3/8- 8d CM0ION- 6 12 te t �'� - S T HEERECODOMNDED STUD SIZES ]IND SPI ONG St�ATS. S/8-, 7/4- lOd CONDlON 6 uWALL PLATE HEICRT STUD SIZE SPACING WALL 3/16-n3/8-,1/2, 8d COMODN 6 1276YW SHEATH. s/8 1Od Co213'IM 6 12 -LY O :- �^ TATE!t. 2 X 4 16 Itt. - F R. 1/2- 8d C014[01f 6 10 1 M 1 11 9FT. OR 10 FT. 2X CA 16 IN. 5/8-, 9/4- 10d C01[0611i 6 10 f `-- 0 n• .or P- 4 of 12 ]'N. 1-, 1-1/8- lOd DEFORMED 6 6 ;�•,, ` l�h OF SHEETS � M I1114710YtAL PIMX7r Sr NO. 186A•18X240-3 CONSTRUCTION NOTES: REVI810NS BY it CONCRETE• •• �•1=� 1� � �� vi Z1. All concrete shall have a minimum of 3000 psi compressive strength at 28 days. 2. Footings .shall bear upon undisturbed soil or upon soil -'- compacted to a density of at 95% of Standard Proctor Maximum Dry Density (ASTM D1557) for a depth of at - — — -- least three feet (31) below the bottom of the footing. 1 1 ; 3. Where shown, cores of block masonry shall be filled .4" !' J N C Z 5 Ub with coarse grout or pea gravel concrete with minimum 1 compressive strength of 2500 psi at 28 days. �IC3raV_M E`EN dN (o MIL-, + I POLY \(APO Q, (ijD I1,1� ATL,, 4. Reinforcing steel shall be ASTM A-615 Grade 60 steel + conforming to ACI 301, ACI 315, ACI 318 and CRSI Manual T Y of Standard Practice, latest editions. QI !! \ 5. All continuous vertical and horizontal reinforcing steel in footings shall be lap spliced a minimum of 36 bar diameters or 2411, whichever is greater unless otherwise noted. z 6. The following minimum concrete cover shall be provided + p }tam ctz\CDI-) 3�laC��1(A for reinforcement: z' , Footings.. . . . . . . . . . . . .. . . . . . . . . . .. .. . .. . . . . . . . .3 inches 1 a ANc t x Tt2- St-t'1 ON p iSlabs on Grade.. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .Centered � �� 3 . 2 . 7. Horizontal beam and footing bars shall be bent 1'-0t1 � �g3 ' Iaround corners or corner bars with 2'-0t1 lap shall be 2 1 � 1 Y - - - F = - - --1 - provided. ' s , '' 98 -meg; \ NEW r I1 t 1 Iw EX 15TH _Z 8. Contractor shall provide spacers, chairs, bolsters, a s $1; t 1 i _ i 3 0 etc. necessary to support reinforcing steel. Support � �►. 2 WASK t_ - _-._J� - _ _J � 2 _�; 1\ L _ �XtST t_ 1_ EXIST 'Cl items which bear on exposed concrete surfaces shall Vol ! \, _1 __ 1ZE Lo C 4.7 C W n 15%A a P_ X �U1 have ends which are plastic tipped or stainless steel. a { ? I •3 D2YGtZ Pt,U h�t3 �, 1A z g 1x11 H I N 9. All reinforcing details shall conform to Manual of _n, I DRY Standard Practice for detailing reinforced concrete 13 �• structures ACI .315 latest edition, unless detailed ria & otherwise on the structural Drawings. 10. All concrete work shall be in accordance with "the building code requirements for concrete" ACI 318 latest edition, and "specifications for structural concrete for buildings" ACI 301. 1222 Lid; t_31i ; 11 12 ( T7P. ! MASONRY i \ I ,1. Concrete mason units shall be ASTM C90-75 hollow load-Bearing Concrete Masonry Units, Type 1, Grade. -1, N !U N n Q normal weight, with a minimum compressive -strength of i W,C J tL 2000 psi (f'm=1350 psi) .� -- - r'��f-� C�)� c R+� �C�Rti '?- SLP 1✓ / -------- - - ---------------- 5 __-------_- ------_� 2. Mortar shall conform to ASTM C270 and be of type M or NT .�: 3(o r1 O .G . (TY[� i-- -- -- -- S. �c _. _ _ \`� ; 3. Horizontal masonry Joints- reinforcement shall be h � I I v :� m0tkOL-1 -ri4tC, - - - - - - - - - - - - - -- -' galvanized truss-type with 611 lap at all splices and 1_`I_ n Q placed at every other block course, maximum 16" o.c. 1L 17-11 xZot MIN. PTI re,E - lbAtZ, CONT• - - - - - itA 2 �T p-t.t. Co -oft ' • -r u rzLs D o�i t� ( M�cola L.I -r N 1 G� F T� Y� ,9; �� I =��; n� � RE - 5Q P, C,oNT. (TYI?'� , rIEL.o VELLI FY rt-E;2, L L `(- OUT, N E�c�1 C o N C S 1 c� G v��l`L_tL� a o I 0 1n dM<n 141 - L .. Ca EA�a c ma o L O O Xto ca • Zx + STUD 16tt o.�. 411 Co tJc• �LA.� U • S ¢,ED IAet-o G, 32 o,c 4,1 Cot1C. �lt�C� v.I FIr3GR, MC51-{ (Z oo Pmt r� trl. FIaE� MC-stA(2 500 F�1 1�11tJ, 2 u t� 1 D X l Z , Mot IDL1 A t c, FELL FTC-, , DRAWN 2 x 4 P.T. ��1 L L. PLT. Co MIL . POLY v A Po r2, 2 <�µQ, n It I;?-'Y R,E.-6h13, . 1,C3eN� �uTstcE r Z�j' OC�iLt-tE� � t3 a fz�a,t tr 12n 1/z x to J -go t.7r e 4$ 0 . CHECKED 301 ANG�6C MaUJI,) (T'(1'. ) - �\`� DATE co SCALE � ��Nttultahl �i c, T Gd 111tilo C-i� •=-oNT. t 1 JOB NO. y f SHEET 1 .� TA `�4 T\No S_ r �Y N_-��. a-- o rte, �.� l2- 1 N c-, - 0 } OF SHEETS WArram"P1lIXTR sr NO. 186A-i8X24011's - I U REVISIONS BY 1 p 1 11 � tt I II tL it 2 p1(o� ZS(v0 i ' cn I Ifi - CX15'C1� Fl2�P .c.E EXl ST C-7 t=pMl LY tz,M , 0 u Y N E•Y 7-4 pCSOTZ. I i ro Si �( CIt o if It 31 h Vr _ & I/. ( I �r - 14 X lbT FOYE12, OTE: STUF-OFF j7,EL0C_ ..TE ,-- - _ sw ITCHSS 1rXlsr�l =oYE>� + ' 9T . �: I �R.ELoGI,T[- W d�,t4t1Z x C.T. • i + �7 y � t T - 1 ` p Y VIN�1L� t l7�( GL.rc�tT�.UMF� t Cxis PEMD ��CrST �-► '�YE(� V i ' Ll� I I —3 3 rs 5'~� �I t : co 2�nF f3C�-� I ' �0��03.�a L�Lh IL ^ 1 I 1`T I 2 r'. Mt ►Z20fZ I t 7 > yet 6 - 1_X-v LU I N ; IL .;A - --J n "►�)i �1:.t_tr Std L1/�S <----- - - - - Foc7 LI ( � ��I I �It <i-Z f PIz.E F� I -5(Oil X3C,I[ U (� ' 0 { F5.r--L%r tri ~' SI�o�� C< �T:LL. FIxt.POc-,t_S. X o GIs. t ENTRY CID (o��II II ort " I W.P. \9 ----------- - 1 X W CLO:P. Got FIELD VE12,1t=Y Cot4G , STEPS �! _ _- I CZ.1`�E Com, !-I•T. �_ �--�= Y- o��T-, LhNN DT'a5 : � . SNr,D�r-) WALL`j I t,IDI ;,LTE NEVI CONS7tz uC-f loN , to - -- i S-4 - z M A-c C, 14 - . . rtLLT > YER,1 = cc Y ;� `v NCS a>rb.,ED C.iJC�I i i �t`� `3{ �, - � ►.. �o Irl y --- _ -- — ---- -- ---- - --- -- --- . . .- . - ---- E a p: b m } _ r� 7 6. Contractors shall save and retain on the site any material,equipment,or Notes: items desired by the owner. DRAWN 1. Contractor shall field verify existing dimensions and conditions before 7. New construction, trim, finisbes, stucco, etc. shall match existing the start of any demolition or construction materials. Any possible difference shall be brought to the attention of the CHECKED owner before construction. 2. Contractor shall field verify existing structural, mechanical, and DATE electrical systems for adequacy and safety, systems shall be upgraded as g During demolition and new construction,any unaffected areas shall be required. adequately protected from weather,structural damage,or damage from new SCALE construction. A 5 Tuo E ID 3. Contractor shall obtain all applicable permits and forms required to .roe NO. execute this project. 9. Any electrical, plumbing, or HVAC lines to be abandoned shall be fro- x, 13 - ALF-, -� d. Contractor shall insure that all demolition,construction,and renovation trimmed and capped. SHEET complies with all applicable codes and regulations in effect at the time of 10. All existing shingles shall be removed. Existing roof to remain to pem"tting• receive new 15H felt and shingles to match new construction. 5. Contractor shall be responsible for the collection and disposal of all 11. All areas mere new roof meets existing roof and/or structure shall be trash,demolished materials,trimmings,refuse,eta from the site. adequately flashed and scaled. OF SHEETS QAIMS"PROW7'AT NO.186A-18X240-+rs REVISIONS BY l MdTL�1 �x1S-r'G-, �lle,�EPC-,LL6L (T"'fFi _> +CZ x 4� V E LLOX S(�,Y LICA 11T� I - i A x 4 F.T. w D. iso:,T v( 1>4 6 W P. 'T12 —• T-I I VJ D • S t �� c�4 1 x -r W D . T 1 4- 2IM ( TYp MILTCH CXl'ST 'C-,� - - - , i s I x 4 W p �-r.� l i�1 M �.rc l-� Cx is-�'� ( 3 LT . -7, 14 s8 -- --- -----_ _ ----- z e C , i ! 1,*Ir r'• �rye: A 9.31 -I I f s s-' E x1ST � I 1 , I I c XI�•T tL7 lit. O 1 t t - L� �.J I V� C i "S r tA �� AD D t 'T I o tA E X i S 'f �C-, I T 1 p — -- -- -- . =------------ --- �-- F- _ �l T- d 1� r 67 M47GH EXIST `c-1 Fl 13 EP-iC-i M4T�14 F-XjS7 67 x4 Y4 r> Mb-1'G -i=� ' r � j � � �• max"►��` �, -Iwt"L1��-, r . APPROVE ni aaa,h � CIO w s X l 0elm cu Cov MAR 0 6 a c v � � cc Cc)-2,0 u. CID� •� 1 11 1 I DRAWN I CHECKED —� AXIS i�/ -l1t.rU•�• DATE — - - e E - 1(0 l 9 ---r__._._____._. ..-------- --•�- - _--._..._--____----.._-.__. _____.;�_._...__.r._..._._--- ---_�._.. - - - -- --- ---- - ----- -_ --_. _ ---- --_ _ _- ------- -. _ _ _._-- --.__ -- --- ------- _ __ _. - --_. .. ------- SCALE �x4ST�, � DDITIot`I Y4t � � .. `^1 JOB NO.n 2 �-- E- L -�'----� _ �- -�l--1�--T_._.�_ a--�`� -- - ---E-- T .----- r. �o - S1 �j SHEET F► 2 i 1996 Building and Zoning S OF SHEETS A0770ft"Pod>EKTTa" NO. 186A•18X24011vs O 4f 2 __• J d� O' I tQ G� (-cJ <)/--A `��• S '� 5.rs. A 5 MIL T ik L T_ VC- 5 Q2 " fLV 5 T Hart LA -TE 1" 94 ' 24� S C� ; ► rt.. ,�.. - ey 4 44 I L Y S T v rt-A,\ s E 2 x 42 5 -r V' >7 �p 4' fP T, VL" (3 4-7 PLN IAL :` � •' • '�\; � ISR NIN ARD --�----�-�..L� b._L.J• �.�.�7 E.►'� f� ��o c�� C 1. A ►�P e-v Tt T a D E: IQ to wool, Lu- . Z.C3 � � SCALE: ' pj ! � APPROVED My: DRAWN �QY DAtE: f REVISED DRAWING NUMBER ID7[ItA PRINT[O ON NO. TOOOH CL[ARFllTlfT 1 , \Nx L 1 !/M,` 45 i i � I Vs Plyll 31-1 ==t/ ao ,t P, BY SP L 5 P ING B RD 6 0 L'A WILLIAMSON MACCL'ENN1., FLA. P.H. 259*3536 SCALE:. �j�tl.~:.��-0 APPROVED BY: DRAWN BY. Qt f\J D�7B: to 7=k13 7°) REVISED PAT'S CONSTRUCTION CO., INC. G&L.LAUAN. E4.A. PK JA& 355-7.440 DRAWING NUMBER 18XVA rRINTLD ON NO. 100014 CLZARMpNT ! 4 771 V E viT t Z 1 PLATE LINE l I � 671 . i 1 j i • I FLOOR LONE j I 1 I 235# ASPHALT SHIN'- ~' i . i i 5 # FET C`'i � • J PLATE UNIE - i S. Imo . O . S. Go. D. .:� I j _ f I , ASN-ALT 1 - j� ! 5 FELT 0t /z 11 DHEA � �5.�' �,�t..i. V.`t� �iiG," .Ji►l..i�1{Z ti1'!�3 G {, �S S � GI..M 4S G Lr�S� h r � CL aMIA,�nfl ECTAL I nI I MIS P ARD y , j�,, i � .J)� n / ,�, uliU OWN � � p, ATE: PLANS BYWILLIAMSON � ( .... MACCLENN�. t:.dw. i'H. ��s�.aase j SCALE . ai t.-O _ _APPROVED BY: DRAWN BY G W DA7Et 2.pAIJ }-C} REVISED S CONSTRUCTION CO.. INC. -: - LLAHAN. PLA. PH. J,,-%X. s .)5-7440 i �r.I Lr pjQj DRAWING NUMBER taxaA PRINT[O ON NO. IOOON CLCARPRINT - F ( IF z �101001) fNow ? � o 4x to �71� J ll qO- tj N 1 + ' - a L-- t u. t _ ra �, K � E SZ LN Ill, f � �t i ��. � � � 1 - p. QN1EN ♦ ./ � ^i ' 001IP + j ,�,�"cL t',, ,,{ f /� • --rte-�- r- - �,� + ` ' Z.z p� _ 21 , Ile tA ars. E- 7 --ko ttt `Z7/ Jj 19 01\ . , n vv, in � 0 4 � -11. low- -2, - - ra BY ECTAL RY PINI Boars b 18''Sn: 1 g3 0 53.. 183a ED ; _ OD 6 s- a -� e0 S SK� - t't:•Asi.ta� !t.�� P L A N S BY WILLIAMSON - oNt ' —"-----� ; MACCL. NY.. FLA. PH. 239-35343 ECAC[, �,`t^s.(� O. APPROVED 011: Y DRAWN_4 -_. REVISED � tg4e ' = ttC 3Gar �_; 1$.V-1 11 13� CONSTRUCTIO14 CO IMC. :• J' CALLAHAN. F4-A. PK JA)L 354-1460 7H— ::4 L- --�. - DRAWING NUMBER uxea r*1wrKD ON NO.1ooDM cL[AerRItn >..-1'N .�M.-1/M.�...Il.iMaiN.i•.+. w-6 M[M.PrMAMali�l4yA.l..R"ii-i.�i•4.4MMWula4lA1.OIRiIaM.�I!•J.AY+I••. {yy�.- g 2a .COG. Wj - ETE BLOCK j f f CCN G � � ! f Q i 11-4 iuA f t +N S wl I � � 1 yi►f l U /► 10110 li'ij Oil 111 w�T� r- 0 ' E IPX2O' CORC. FTG. W12#5 f � ;' X zolf Co►i%0. FG. W 2 0.5 A P-P ---+ -- - - ----- I f Y OF NTC BD CITCH A 8Y S (AL ! Z.. Z. 1 •` { 5 �.. �' 1 1. Q �� BUI NG OFFICE flIT4G RD, 23 !� DATE: PLANS BY. WILLIAMSON MACCLENNX, F.LA. PH. measaffle SL`aX ESM APPROVED BY: DRAWN RX F DAM 7-lbJK1J- REVIDED FAT'S CONSTRUCTION CO., INC. CALLAHAN. FLA. PH. JAIL ass-7440 DRAWING NUMBER j. \ -X 24 PRINTED ON NO. IOOON CL[ARrRIHT MAP ' 1>"OW II MG Sll RV F-V O F L o -T 21 e�,t_.O C Gc 1 AS RECORDED IN PLAT BOOK 3c-- PAGE 20 J OF PUBLIC RECORDS OF DUVAL CO., FLA. FOR FRED PtZo1.1►� - z � S�. A O A—I' S �R • a Q Iif,ul 3 l 0 L. O -T I O ( :5.o O 2a y O PrO � _ =C, H�: E O 2`0� �►r Sc��E of o r 5' S' rli I 11.8 O� L o T L o -T E o 2 I p R O Z C gtrA�tt 0 Bl LEGEND: HEREBY CERTIFY THAT THE ABOVE WAS SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND THERE ARE MENTS CONCRETE MONUMENT EXCEPT AS SHOWN. ,,•,'� ai:1�r�Q�.,, X-X FENCE rf ❑ PEG MARC E-1 13 °1 NORTHjORAW%QU ST FA' R OBS,IINC. �. o IRON PIPE SIGNED 19 ClE .JA SILL RI " X CROSS CUT _ 1LE: Z� 1 �fi < EYR N0.211`7 F.B. P.G. 3S