Loading...
HomeMy WebLinkAbout0381 CAMP STREET (YARMOUTH) - PLANS r s _ t j a MADISON INC. , p1/A l$1, 1035 1 .ACCBS$ Jtiil., CONYER$''GA. 30207 sHt. 1 of . �/�� �pq �/� y �� � tV'7`TW�4'7V1 t UTE1610 ey ITS �' KKop*1{ � CHim BY _ .g t f j 4 E STRUCTURAL' ' CALCULATIONS ,K h ROOF LIVE LOAD 40 PS �. I WIND LOAD = 25 PSF � E t A36 STRUCTURAL STEEL STEEL DECK ;Fy = 50ksi TUBE STEEL ASTM A500 GRADE B —Fy = .46ksi o E H OF Mgss9, ROGER G LINGER ELT STRUCTURAL cn P7✓ N0..360260 /STEp� �' " 1V/74 NAL t REFERENCES MANUAL OF STEEL CONSTRUCTION AISC 1990'. SPECIFICATION ,FOR THE DESIGN OF 'COLD' = FORMED STEEL MEMBERS AISI 1983 f� t t i r I 77 too � �' ' F PIAM.tit1� , t tK f, in �C F R / 4 f Q � U +CC _ CQ W-10 2$ao , Y t MADISON , INC . Joe No. _ Box 131, 1g035 S. Acctss Rd.,S.W.,Conyers,Ga. 30207 ENGINEER SNT plr Phone 483-4401 DATE {Q J Foam 501 ; FOR Des. BY DESCRIPTION �+✓ x I �r 11V�; t CNKO. BY LL 40 q SPANS G 8 CANT ; 4{_O 1 42 C .33�C4 oa 12 t7 ' l `- 4 x �` 20: GA { LL 4' .330 Q.7104 8.R21 `� ,.33 {laa4� - 3.4 -M 3:45 10-44� a5 - 1$. i � ki lz �� .x22 �,I A Uj 45 �6 c-7) 3a o 3. 14 RR „300 U7.04) � 8,. 11 Y «... ' J . t 1 � 3 f� y: r MADI'SON ` 1 NC. Jar No. cwsiNc�� 8efx 131, 10315 S. Access Rd., S.W.,�Conyars, Ga. 30207 Phone 483-4401 s"* O1' DArt ( d FORM 501 Du. rr DC=MIPTION t--- ti CNKO, �.1L 8091 Y £ YO K 3a t � £ OIA'BAL I.L� AQiNG` \ �� u St 8.42 2.10. 2.47 30 Cis/43) Sot\ . 1.0 (4:53� RR — 2206 37. 19 14.dq UMGAh NFUM 37.1 r MA'DISON , INC roo. Box 131, 1035 S.Access Rd.,S.W.,Con er Go.30207 [NdiNt[R y • SHT OF [ Phone 483-4401 /y tt DAT[ 1 0 "[ Fo�MllO1 from IL.L OI Dts, siir c _ Dtsc41rTo4m CANoP t CMKo. sir ` CO LU\ VA POO 7 � 22.10 , y t .� FSRAC_F'tl '�DC�f�THFR ' f- � 4 L o 4(670 C Cot', �l�r 1 T� r ka/r� �.0 1tj 0� C12�j2.48 97 G Lo r 2 T. s, t12 x X 3a r .. , �s z s t i k MADISON , INC, .Joe No. Box 131, 1035 S. Access Rd.,S.W.,Conyers,Ga. 30207 ENGINEER sNT of Phone 483-4401 I �j DATE:.-. 1,. � /l CE FOR S KE�..L O I �. Y c7-� FORM 501 D V DE: s f o f DESCRIPTION CA KID \ 1 CNKD. BY i d P (17. 3 .2 CS.� 4` O X7'-COL z 144) L�d1� D A FSCI( ` 25' ( 3.S-0 C 2-7 3S44(r Mai prSkC>9 C-CLUMM" Ain FCCURDNTt0 - ._ t - i W t4 f �Vj k 1 2 } r j � 3 ik. wia a �z IL f� l '� ALL f j T ARook0 �4 0 Its; 12.16 ` �• 1. CCC _ 1,1D VIE i O'er VOk CLWT14) F C - ° 37 19k Mt 3`7 18 (24/r 4 23.2lAq. -�+« jj V.t12x2'2 3�. a �.5> X; ��J 2 . rf . �2 1C22 7 - ..3?.It .1464$ k V10 SO1.15 r t , i �W s f % M1 if 77 CO�tNECT1011 'Mt M 4 �� fo ro $Z 32 i t k K 4 � s, W I I i ) ----p--�ALL ARDUW K fi OVA BEAM O MITEQ FOtt c��ct�T41 K k } s k ' fft S A. E' b i ^ 1_ w k � k { f `r , as�� a�E , f P f c t ,11 co . nscZ PLRZF 6 % o ' f , 4 x4 OUSSTTs ^ X t2 j i` S � ' iLL F { i 1 i f � f i t� f 4 S t y ' N0. s . MADISOW INC ,, CMWRS CI► SHT. R 1 � ` _DAW _ qo BY 20 GA. 16 3„ DECK A ' 1,062 :$75tn ' 00 T >•` O 4 16.0" "' F r = 50 Asi' fb * 30 kSi t = ..om a -' POSITIVE ':;BENDING NEGATIVE BENDING, i A. Y AY -Ay2l A Y AY AY 2 50 2.75 7 _` .50 235 1 1 .7 1 9" 2.982 2.9 2 2.95 :99 3:0 1.5 4.5 675 2.25 Q) 3.0, 1.5 4.5 1 6.75 2.25 C� 15.9 8 2 .018 29 1. 1 f .01 � 8 2 1 03 ' 2,938 432 6.34 2.12' 2.938 1.469 4.32 6.34 2.12 :803. 2.920 2 34 6.84 (� M3 2 920 2.34 ; 6.84 , Al2 2.782 86 2.41 '312 2.782 ';86 -2.41 24.471 , 16.64 34.93 4.38 10.355 16.38 34.93 4.38 k � F w/t:=.99/.036 27,5 < 31`.2 w/t,=15.928/.036 _ 442 AM 2:31 171/ 171/ 31:2 "AISI 2.31 Y = 16.64/24.71 ="',f80 b - 50.32 (.036) = 1.812 1,11-1 C._ 3 .680 2.320" Y = 16.38/10.355 = 1.58= 2 3 i 4:38 4 34.93 24.71(.680)2 i - 4.M + 34.92 -10.355 (1.58) 4 i = '27.995 x' t '_ 27.995 x '036, I 13.45t - 13.45 (.036) _. Ain f =: W8 in.4 S- 48/f.58 S.= 1.008/2.320. S =" A3° 3 ` S = .31in3 k ilk, a a , - CANOPY .1 :7 00C 5 _ / raw u , » " - 1 11 1 2 6 0 2 6 0" 11 6 2 6 2 N S C R R , EE 0 , X X1 E , L 2 2 8" , DETAIL ., L , L FLANGE _ BRACES " A T 13 SPAN (SHELL) C P N T E E , P-) : W 1 1 2 X 22 W 2 X 22 t ca - z W � , `J 00, co �o x20 GA. WHI TE E ACRY LIC YL I C x w EMBOSSED DECK WITH CoJ ` . , . E SEAMS 4 _ .� AT 1 0/C . 3 3 3 , W 12 x 22 W 12 x22 ,- , a. O O N < WHITE ; . � 0 GA_2 G E z � ; T 6X -S 2 X to T Xr X 8 12 38 T 1 X .� X 3 8 M GUTTER S 2 E BOSSED GU E/ 0 o Ir co 2 EC 3 W 12 X 22 W 2 X 22 1 00 w �- N C.) U z C" W V) J , I I I 1)0 SPANDREL BELOW x , TYPICAL LACES 4 p W , 0 W12X22 W 12 X 22 t ; M r d- w (SHELL) LL) i PECT N ) MADISON SCOPE - OF ' WORK _ EC- ' . FURNISH _ I ,1 UR H & INSTALL STRUCTURAL S S LL STR C U L T FRAMING - - 4 - -7 T STEEL G _ p AT 4 _ 5 _ 1 A 0 6 �' 5 6S SPACES 2. FURNISH & INSTALL ROOF DECK GUTT ERS, FLASHING ' SOFFIT FA SCIA ASC A N A AV' 3: INSTALL TOP BACK CORNERS 0F LITE BOX : HOUSING ONLY. (BOTTOM, L LENS & CONNECTIONS BY OTHERS x 4. WATER PROOF THE GUTTERS S , B 5. CLEAN & TOUCH-UP ALL PRE-FINISHED MET AL L P AT 1 4 74 8 A S 3 2 56 SPACES 6: PICK-UP DISPOSE F A MA I N 0 U D OSE 0 ALL DSODEBRIS o- WORK BY OTHE RS Y ' FRAMING PLAN 1 ; . PE RMITS _. 2. CONCRETE WORK AS RE OD 3. ELECTRICAL R ELECT C AS D E 0 4. PLUMBING A LUMB NG S REq D. . PAINTING A 5 T NG & DEC LS (AS RE D. 6. SIGNS IF R E Q 0 OF P H M s S 9 o R ti OGE , R G 2 L IN G E RFE m o LT S TR U CTUA . . ., R N0.36 ' 02 6 9 O / ' 9 7- D F l � q n G S 3 _ 1 R E T C c S' FASCIAPANEL t � a 1� N 0 I �_ V D STEEL DECK A. GA A UME EMBOSSED S E M A DI N 20 G L L WWH T. ACRY: FINISH REFER T0 SHELL 'DRAWINGS FOR TYPICALD0 DOWN LIGHTING G f � G3 S H 222 _T LAYOUT PLAN R COMPLETE CANOPY STANDARD LIGHTINGHTING . JOB NO.PANEL . ; . ; _ r PACKA GE REFER T0 APPROVED SUPPLIER B.O. AGREEMENT. _ , , 381 CAMP ST & YA RMOUTH NYANNIS MA Y. JOB LOCATION L 0 RW. NSHEET D 0, F v_ 0 REV. DETAIL N R . _ TYPICAL ORE D L T C L C E 1 1 EC - 4 1 4 SPECIFICATIONS R CTURA P CIF CATIO S ST U L S E Shell Oil Company. all right reserve d _ 1992 CEILING DECK DETAIL . .` , 1 STRUCTURAL STEEL WORK: RK: DESIGN LOADSA. STRUCTURAL STEEL ANDANCHOR BOLTS SHALL CONFORM T0 ASTM A36 F 36 K I :. 1/40S.S.S BO LT T EXCEPT WHERE NOTED. TED STEELTUBES =SN LL CONFORM TO ASTM A500 GRADE B , Fy _ 46 K I . FABRICATIONI ATION AND ERECTION SHALL. BE ACCORUANCE WITH "SP EC- ROOF LIVE LOAD ,........:40 P F - ,.- N FABRICATION ANERECTION :OF TR STRUCTURAL T 1 ATI N FOR THE ED S UC E F S E S GL STEELLOAD C 0 0 D ` R F _ 00 DEAD S 5 12 G A. GA V FLA NGE E FOR BUILDINGS", DINGS» AISC, LATEST EDITION. _ TOTAL 5..4 P F LIAR\ „ DATE REVISION BY PYBRACE , BEAM B. CONNECTIONS S SHALL BE SHOP WELDED BOLTED. ED. _ _ TM A 7 T IN A a . 1 CONNECTIONS: AS 3 BOLTSCONNECTIONS,T N C ONS. U E 0 LL BOLTED CO E S LE SHELL OIL _�O'M PA iV Y UNLES S NOTED OTHERWISE. DRAWING 'SEQUENCE . N CE H0UST ON TEX A S . - _ TI AW A .1 7 X T NN N . 5 LA E X R FOR "2. 0 EC 0 USE S CLASS 0 ELECTRODES DE K WELDED CONNECTIONS: E E 0 S 11N DEC 4 T CEILING 1 X3SL G , - 114 .S Q I I S MANUAL WELDING AND GRADE 2 FOR SEMI-AUTOMATIC ARC WELD ING. FRAMING PL AN . EC 1 ., -7 SILV ER A DELEVATIONS,, CEC-2) 28 51 , 0{ EANGE BRACE DETAIL , _ SECT IONS S C ;.. F I PRIMER A STRUCTURAL T N i AT R OXIDE PRI 0 L S C U P Y 0 P CO RED O D E L L STEEL. C APPLY ONE 0 _. ,. CAN IF � N r � . T R P H SPECIFICATIONS.) (FINISH PAINT R P G S _' BY OTHERS S E SHELL S EC 0 F N AI U T N N F � . 0 D 0 P 1 LA C C r 0 F S - FRAMING R ING PLAN . t a _ I 3 ti SCALE _ CH AP1P KD 0 , I , DATE , 10-2t-93 APPROVED _. , i J. REED , , r K - : 1 - SURFACE MOUNTED SURFACE MOUNTED —� 24" SHELL WORD 247 PECTEN MARK LETTERS TT RS X X N A.C.M. MATERIAL PREFINISHED GLIDDEN GREY N 4 POLYLURE DARK G 0 24 E YELLOW LIGHT BOX L 2 X 3 X 3 16 FURNISHED + BY OTHERS / AND INSTALLED BY FABRICATOR I s Self ; to $•If SPANDREL TYPICAL • MOUNTED BOTH SIDES OF COLUMN 4 PLACES 10 SELF OR FOR WINDSHIELD TOWEL CABINET FULL LETTERS TOP OF NIGH RIB WALL PANELS ISLAND BOTH SIDES A A � DETAIL 1 • ELEVATION A-A TS 12 X 6 PAINTED ; CF4 X 8'-1 cr CH X 10'--0" CF5 X 8'-10" LIGHT GREY RIB` WALL PANEL TYPE "B-3" SPANDREL. SEE S-1 FOR DETAILS 20 GA DARK S ell GREY REVEAL 15" SHELL WORD — 18" PECTEN MARK LETTERS DETAIL 1 SCALE: 1 1/2" = l'-0" • N OF MgSs g ROGER LINGERFELT , STRUCTURAL -+ NO.36026 v' ELEVATION B- B .ck SISTER s�f01'1AL LNG - M A D 'i S1- JOB NO. G3-SH-222--T JOB LOCATION DRw. NO. SHEET. OF REV. ' EC - 2 2 4 3'-9 , - c hell Oil Company. Q S C po y all rights reserved :1992 6" 1 4 2'-8 1 2n 1 4" 6" NO. .12-14 X 1" HEX HD TS 12 X 6 RIB WALL _ (BEYOND) L2X2X 18GA., TEK SCREW L112X112X31 CV - LIAR DATE REVISION BY IIPYU 0 I L112X112X316 - , ,. /" / N 20 GA DARK T TYP.A 3 0 0 C GREY REVEAL SHELL OILCBT1FASCIA HOUSTON TEXAS _ B RIB WALL PANELS S TIN X-X EC 0 TSl X6 .. 2 - 28 X 75, - 1SILVERADO 'coluMN SECTI0N B B A 1 = 1 SCALE: 2 .; CANOPYSC TIOA AN , E 40 P F S SCALE: 3 4 f ELEVA TIONS. ONS 316' - 1 — SCA1.E 0�' GiK . AP1P_ 0 0 , I t 1 1 DATE0 2 93 APPROVED DWI. BY J. REED . {;HKD. BY, _ . _ a _ _._ �.� _ _ . . m _. _ w , , . > . . ' ;,., �, w , _,. • u . x . ", . , ,. -. , . " .. SURFACE MOUNTED SHELL WORD CE U ED E 0 D L I ti %, MARK TT R R P T -.. Y - LE E S 0 EC EN ., . >,. r . _+ :.. ., I­i I 1III1I II�I 1I��I:II1.I II,I I,I1 I I 1 I�IIII III;�I.���1I II I�I.II i�I,�I-I 1"�.I I.I�1-.�IIII"I 11I'I I I I 1.I*1III�I%.II_'I.;I,I�I��.I I I'1 II I�.�I,I II l 1 I.I�1l IIIII II 1I�1-1 1�II.IIII..II,1I II II I1�I.I.I 1-'I I III­�I­.I 1I 1,1.I I I.L1 III�,I 1.I1,I I.�'�I I��I�I­.-.III I I I 1­.LII II..I I.I I�I1II�I I.IL.I,III1I I IIIII I�II II�II1�I­IIIIIII I1 I I11I 1..�IIk 1I I iI,I.�I�III1 I�I.I I,1II I I(1.II I1 I I 1�I'I�,1.I1l�III�lI1 I III.II I 1I II.�,1I 1�I�I I--III,L IIII I I1 II.III�I I I I-IIIIII I 1.�IIII�I,,IIIII�I II,-�I-I.I1II-I I I�I-'1.I.II I.I.I-1III I I.I�I I'I IIII.I I.1��I�III I III III II I Il-II�IL1 I I�1I,.I�I II I.I1.I II11'III�.IlI I�,I.�I'I I�,�II I I II�IIII I II II I�I III I I I II I1I..II I I.III I.I I I 1�1�I�II��I1 I.I.III I�I.�eI�I-I�.;.I I 1 I1 I 1 11I.I�1I II 1 I.I-�I�I II�II III.III I I..�.�II�II1�I.II�II.I�I I I I I.II I I I�I.I r,I I.III�I�I I�k.I 1 III�II�I I 1�I II I1�I�,I I 1I II I I.I II.III-L,II I III I 1 I�I I�.II.�I,1II,I��I1�I1 I III�I I I I I I I.II�I��I��I�I1I.�I I I.I I1 II�I I­11III�-�I III I II,I III1�I III*rI��I,I.II..I.tW-I-1 I,II11'II,1�1,..II II)-1I III 1Ai I 1II II III I I.I�0-I--I.II.II IIII 1IIt--LI.I�nIII o1-II1I I I-�:�---.��AT 1 II I I 1I I II 1�I L I1 II�4 I�,.-1�I_I II1-I�-II III II:t-'I I I�I_-I II II.1_))I��I-.I I I A.I I_I I:1.�I II 1 I.I I--I-I I I I 1.I I.1I,I 1I I III I I I.L 1�II 1,.I II­u1.I I1�.�I�.-_1. } . ., I I I.�'I II1I�1 I�,1.I1I�1I I I 1.I 1,:�'1 I.­�,I1�11�1.',I�I:I.II'I I I�I�I I11,I�I.,I",:,II'.,I:�II�11.II1�I$I,1'II�I I1,II��,1 I�I i'1 I I�.;I�IIIIII'I�I­I.1.��I�-1.,I I1LI,I..,'"III�.:,I�I�I,e.I'�I I��1I.1I�I�I-I--1 1"I 1,I1II,'­I':I,II�.I.I�1�";,.1�—III''�I-�I1I�'I1I'II.I I-I:II�III II'1.�I.1 I- I�I.�"I1III-I-l.I. II N,',.11II-II-,,II�.II L,�.�1I I�I I'�-I�I 1 I'I I�I,1II�,I�,�1:,�.III:I:I I "1­I;I';II1�­,,1,I,1,II,�,I I�1'I��I;'.���11, , , I I1�III�I�I II I II-I�II_II I(II I I��-*I�-I�I._I I1�I I�II.II I1,­�I I 1I�I II I I-I 1�I II II I I/I II I,I.II.�I��7 t�..�-.I II o III� _-pI II II.I_NI I I.j I.�I�_IPI II I q.,_1:jI���.I I.I III L__1I II1H�'--I I--_IC--�I I_1I1I II I.�11I a1-14I--�.1 d-_I-1I-��I1I 7I=I_�*1-I/�\1II�L0fi.I�I I I IL II I.I $0-M.-RII.I I.I]��.I-I.II I-I 1o)I Ii-I�I I�In I II.�I.�.�_�I 1II II I_.II1.I I.I I II-��I 1,—I I I I II—­�II,I—I�11—.�I I II—III�I I—�.I II.+I1 I.--I"I0.(.-�I�_I_I I_.�I,1.I.�,,II�I III-I..I1I I�.I/.II�I��I III I�-..1,I II�IIII-II.I I I-I I��I II I I /.III II�I I II I I I ..III.II II II..I�4 II I s.II I ..--I I II I I II I I I I..I�"�I I I\II I I I 1,I.I1 I I�_�II I:�I���I I II-I1I��1I.I1­I I I I 11 I�I I.I�-I-II I-II I II I..I��.�I--I I I II I I r.I_I I�­I r—I I I j�.I I� I�I I I�I I.II I I I II I I-.�II.�II,�.I I1II..I—I III��I.I 1 1I��III I I\F.I II�-I�.I:.II-1 I/I �I�I�.I I I I II.r I I,I.1I I I I\/I II I II I;�I II,II I'I 4-I--I..III�,II I.._I�-)II I I�I.II I \.y i,I I� -I_6II I I I.I II I III I-I.III I��I III.I I..-I 1I I��.I,I I III II�I.I 1.I I I I,II I 1I 1I�I II .1I_II I��LI.�II�I I_I1 I1I 1I1 III1 1II LI�I_11,I III1j 1 I I II.I�I IAI�I-I I.II I�I1�11I I-I���,.II�I I II III.-"II II II1 I 11 II.I.�"1I II�'I11!II.I I.�—7I.II I III\.I I�II�I..�I111\—I.�I II�.L _I I II L I.1 I.II�L.I�.� I I I I_I�AI. I-IIII III I1�II.II I.I II IIg1 I I II L'II.I II�I,I I II F I I 1 III I I l.II�II I I II 1 l I I I�I I I II Ij I I II I;I I�1I,III,I I I�I,I I-.I.I I I.I�I I,I-..II�II I�IIII I-I I II.I'II 1.II1 II I1I�1-I.'I.I 1 1LI­.�,I.�II,I I I'III\I1�l I,I I�lI l 1 II..I1I1'II1-�I�I�I1,I I:II �IIIIII�.1 I IL I�-I III�III.I I,I e I�I.-1I��III I I�.1II I"III I I III I.II 1I II I�I4III I.I I I'4I 1 I-_I,1�j�--I_I X1 1.I--"I I..--�I L`_�Iw 1.I��­�.2 I.�1I1 I I.I I I.II��II 1I�I II IZ I;.�I II I—III I1/I.I I I��III�_._I,II II�II-III I��I�I�I II_I 1�I 1I��.�I.I1I�II.I-I.II­1.I\.1 I 1.I I I�II\.L I I_I III II IIII I.L I..I�II�III&I1 II I�I-I�--1/-I..-.I-�I._I I I_.-I I1 1 1 I_I II 4�,�­LI-__.II_1(.�._-.III_-IL��.-� -I II I� I I 1_II�.;-I�II I.I1I�I..0 I I .I!I II . I I�I� I�.�I I..I I.I..I� I I-I II"I�I.II I II.I I�IIII III I I-�I I I.I I,I II�II�I....I I I II I I�I I.II�I I II.�-II�I II IIIIII I1 II:..I I I IIII III��I I�II I�I I I I I LII I�II III I-I I1 I-.0I I�II,,,I.I.II II 1I ,I.�I I�I IIIII I I I III 1-I II.I I.I II I I.I�I1.I,�..��1 1 I11II II.��.�I 1��I I�I.�I1..I I I I I IIII�.II�;II II II I,I�I I�I,.I-,.II I.II�I I.�1�.I II.�I I�I I 1II�I.I.I III I II I�I�II1 II I I1I I I�IIII�I 1.II I II.I II II I�III I I I0 1II I I II1�I.III II.-II 1 I I 1 II�I�I.I I 1 I I�I I�II.���I 1 III1"�­I II I-�I.,I��,)II I.II I,L.I I,,'..�,'I III��I II�I III,�I III II 1.I1 I I'1.-'I I 1 II I1�,IiI I-I_L�tlnnI-111-I I��.�1�.III-I II.I 4II.II II I II I.I I�---I II'I-I-I�1�IA II IIII I--II 0—II-I--..I I-I�I,�II)I.I I II\�I I�.�I�I�II II�I I�-�II I_I�_.—".II__�II I I I�I�1r1I I I—-"II III I0.i�;I�4�I.;­I�I�IIII�1!����iII,I�II�.III.t1I­II1�1I-II�.II.II��I iII I I II1II 1 I I�IiI"I I I.II I.I.�)1I�­�/11,I 11 I1 III I II I1".4,"�1.�1.�II 1,I�II I II I.1.I II�.III-I.IIII1�1I,I'.I I I 1,;.,I�-.��I I�I I I I.II1.1II I�.11 1 I�.,1­.��IIII��I II1I I I I�I III I�.II I-I 1 I1­I I I��,1_,II 1 I IIII1 1�,I I I,1I I.I�.1 II I�I II.1.II.1�II,I'I II�II.I-lI I.I I,II��,-.�,I­.I I�I 11 1:1.I1.I�1 II�I1,��1 I,I.II I,II II���II�II�r III I�III1��.I ILI I 1 IIII#II IIIII I�I,I 1II I I1�II I.II�,.1I.II�I 1 1,I',�,I.I I",I:I,I�I I.I-�I.�1':�1I II I-I�III'�:I�I I,I I I I.II 1�I,I-I I'.1I�1.I�,II II',I I-1��_1I1�,��III 11 I.II.'I I,II­,II�',�I�.II1I I�I I�.I'I I..'I,1 III.- 1 I II,,I,�M I II II II�I�"Il AI 1,�I 1 I II�I-��1I.I 1I�1 I"I.Il�1I,-II I-,I-I.,.-I II�1 1I-�.II,IiI-II II I1I IIII I�"I I�11 I 1IIIII I�I I I-,��II:�1,1 1I'.I11 l I�.�III1,II�1,­I,I.I.1l I-1II.,1.I 4�,I I���I,"I"�,.I II"I I I1I�I I1 1.1II1 1I I�1 III,I 1,�1I11 I I,II I L I" I­11,Ii 1 1�1,I�-;�1I1i��I.1III "I.I­II��-1I-LI,I,I�"�I[-I II I­I�I I­1­1 1'JI I,�I I�I�I�II,I'­,. II_I I%�I I, �1-FI,II_1 1-I1 5II 11..�I�I-�,I l I I.I:��I�­1 1I1,,,�I I/I I,I I,l I,1 1..I'-I�.I.-I,"�,-II.l,,I 1 I I,I.I I�,�I I l��11 I�I I III�I,.—.­,'�'I1I��I I I I II"I I1.1:.I II..I'III,,,�I1 I I�,�_III­��.IIIIII­: I.�I"1 I,I'I I A,I.I I,.I 3���I'Ii-vI I1�IIII­I��'4L-l1I LIII.,,1 I�'I Il�-I�I�"II.lI 1I 1,' I-..II.II1I.:,II I�'iI 11.I��-�.I 1 I�1�.-­ft��.II I'I,I�I.II I I.,III I-��II 1I­�I'i I,_I- 'I,I.!I,I��I.1�II�1 1-I I 4..!I I�II,I 1I.I I���III,I��1 III'.I I�I1'1 l.I.'1I1I.1IIII�l II,1 I II�,I�.I I I1I"I�,.I�I�-I,��,I.­I I:�I.1,n:I III1�_I I�,I-,I,I I1 I���"�I-I'1 III�-.I,1-I��1 '��1I 111�1 II1�I-�.'-�'II1 1'�II,,,11,�I 1�III�,_1,1-.,�I�,1.:-I�'��­I,I 1 I;,��II1,-1II'I1',,I�­­�11,�,�1�1 L,�,'.I:,,.II 1:",1I�,,I�I, II1­��I�,�,,I: .II,�":II I I,­'�.Il,I,'"­�,,1�;'"1�, II c11`�,"­��1I,:­ , , , 1 A , , ; X X 8G .L2 2 _ c1 w 14 7 L wi . z , , . A. AV. V. 9 �p - , 2 0G G { r IN -4- I . F H G CF LAS 1 - - ( ) N N . , 11 c' r ' . ' 11, XtBF RAM X E l 2 2 T 4 - 1,. .. A 0 0 C C FR1 R i I t ( ) M A IAI P F N i A. . MT ED C E _ E S 5 8 BOL TS Y AK , N PO UR R- GL DDF L L E D L� 4; Y R Y`N 4 4 GE 0 2 2 S.S. BOLTS . ; I . ::, . ,:, d , r , W 1 W1 2 W1 2 2 .III I ., ' ,11 I T: X W TH , L GH BO T P 1 X X 1`: U E 2 8 �' W ;, F _ _ < YELLO ACE 4 1 1 . : 0 2 � SS6LS - » BY OTH R A H RI TYPICAL ES AT E C B ( Z„ 8" 2 T A— i A�lY M TI -}.ter-- .{ t E S C f T _ 1 VY AI MSC E -- - 2 8» 8 » „ I X• X 1 A. .. YI L2 6 8G GA. WRIT ACR L C r 20 E i I A. WH T A RY 0 E LC - 2 G E d60 ED_Wt IT 1 6" SS ACRYL C . M DG TT R E a E U E N E OSS M K Ct{AN L S DEC E E BO SED T T Al A 2 Y M. NIPP S LE SECTION THRU I N PAN SG EL v NT X WI TH _ ;. L lG BO W FA PV H 4 YELLO CE 3 CSC 0 _ A 1 1 _ 1 SC L E 2 Cr i T , Y Tt R WN P B E OU , 0 S DO S TS' 12 X6 a S FRAMIN PLAN I EE G FR ATIN OC 0 S 1 ` 0 L . .. T IN • S C 0 E EC 2 -6 • . , ,. » , 1 = - 1 1 CAL . 2 0 S E W1 4 .. ,;, . . . _A N RW ' , 0 1 C E. S 2S TYPICAL : ." I F 0 M H q S �. _ P S �, 9 C ti • G o ROG ER _ T ` L ING ER FE L R A L T'U , . , o RUC �T L, S , } 1 FRAM 6 X E 2 X 8 60 L 2 2 3 -10 N 0. AT4 0 0C 9 O W W 14 1 W1 2 �2 9 F 4 X R 1 6 X 0 1 A 0 P T L E E/� T S FR =, C 2 'F U G �, I VA .,_ T.S. 1 X TS' 2 6 /�/ ,. :, 3 4 P 0 al / r� i tV __. . 4 TS 1 S S BOl_3 - k, , - .� � - _I , . ". t" N 1 - 0 R W ', 2 C 5 0 0 N S E S C / EACH RI TYPI A ;, I Yi B CL 0 A. WH T A R L C G E C 2 , . M F K E DOSSED R00 DCC w w D :. s �) TA 1 DE L J N — — OB a G3 SH T f i ' - 222 I =- _ , JOB TI N 4 A COCA 0 X X OG Y 3 2 IIT A R IC A. Wt C L oc E , 2 DR No, N T ; S F R V�_ EE 0 E OWN POUT D S TS 1 X '6 M TT R 2 OSS D GU E a E E �' ; T N w;., HR M U .COL U E C 34 „ » 3 3 8 8 2 ._ W . : , 2 hell rl m n c S 0 o Ilrrh `r ry 1 C a a is ese ed 99 2 P Y.O 9 . 1 6 .... . WA TWE N r. R LL BE E 1, B N AN F .MN D S U S COL S ( ) DViT E ION REVIS .,.. ;. 0 UM A M Y P 'A BY IIP'Y'Q C L N SSE N .. BL L 2 n „, _ 1 1 1 - TI N ..SCALE 2 0 ,. _ , SEC 0 ,S EC " EC- . 1 _ . 1 2 - 1 -0 SG E .; H S ELL O L C iVIPA _ H T N OU T XA -� S O E S - _ , . „ ., 1 X 0 . 1 1 ,. .� 7 V A, � 5 S R :,� �a, E , . , . ___ , . . AN OP C 0 .\.may. , ♦.. . .. 5 �:: .. . • , 4 P F F r 0 S SEC TIONS . E . , , , „ , _ I � CHKD. AP�r II I I I I1 I).II II�I. II.I�I I.�I�I I III I II I I.fI I,].!1I!�I I.!�II.I� D _ - T 1 � _ �. E AI L .D _. _ ,. 9 ; 1 02 3 A _ _o E :APPROVED v...�._._.__. ,, _, J R EED_ I r, , ' BY .tri�N �. , <; N K . .n.,, .,. .1 CD. BY ; , . -- ., .F o . , s , n 6 -0 2 26'-Y* TOP ISLAND 0 OF SU1 D TOP OF ISLAND TOP OF ISLAND. ELEVATION ELEVATION ELEVATION • FOOTING TIN , .A. , .FOOTING A, COLUMN FOOTING A. _ D DRAIN LOCATION BY G.C.. TYPICAL 6 PLACFS c> —� FOUNDATION SPECIFICATIONS 1. EARTHWORK FOUNDATION PLAN A.) FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM SAFE BEARING . . . SCALE: 3/16" _ 1,_0„ CAPACITY OF 2000 PSF. B.) WHEREVER POSSIBLE, FOOTINGS SHALL BE PLACED DIRECTLY AGAINST UNDISTURBED SOIL. 2. CONCRETE WORK: A.) CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED • CONCRETE» AC1 318-77), AND SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-72 B.) CONCRETE FOR FOOTINGS SHALL HAVE A ULTIMATE COMPRESSIVE STRENGTH` OF 3000 PSI. 4"0 P.V.C. C.) REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. DOWNSPOUT TS 12 X 6 TOP OF HIGH IW,ND d ELEVATION: DRAIN THRU ISLAND • BY G_C. ISLAND - _ IN OF MQssq o� ROGER STNGERFELT m iuf U RUCTURAL I I NO.36026 PLATE 3/8 X 4 X 0'-4 2'-C s'o ��G PLATE 1 1 4" X 14" X 1'-8" �s� ASTER l SALE 5" 5" 5" 5" TOP OF ALI. FOOTINGS �= a I T AT SAME [LEVATION. W 7 C� - • •4 J-- 1 MADISOIN .I 1/4" 4 X 4'-0" ANCHOR BOLTS HAVING 4" HOOK AND 6" THREADS JOB NO. G3-SH-222—IT E I I I I I W 2 NUTS AND 2 WASHERS PER BOLT • • • • FURNISHED AND INSTALLED BY G.C. 381 CAMP ST. '� YARMOUTH HYANNIS, MA JOB LOCATION RW. N0. SHEET OF ,. .:.REV. .. I I I I I � � 0; FOOTING A ANCHOR BOLT PLAN FC " ' 4 , SCALE; 3 4" = 1'-�' 4 / I NO. 5 VERTICAL AT CORNERS © Shell -0i1 Company. ..all .rights reserved .1992 . � . : AND 1'-0" O/C EACH FACE I I I 4 i I I NO. " IS AT . 1'-0 O/C a DATE REVISION BY: AP'VD -L � � SHELL OIL COMPANY' ' HOUSTON TEXAS. E S , r 28 - X 7 • o 5 . ] S1'LVERAnO ", 1.z1'.­ 1,CANOPY '. . y. - _ S 6 X 4 0 40 PSF' FOUNDATION PLAN a 3 19* 1 FOOTING 'A':....DETAIL , c _ .� T 10-21-93 SC/!I F. 3 4 1 0" DA E APPROVED N. BY J. REED CHK . _ _ _ _ _ _ __ __ _ _U , 4 �. _ _ _ __ _ _ _ _ _, .:;i , , , I _,. I -., . .. , t z „ ,r;;: a 1 i X7 NQ 2 A T ;.. X HA 3X3 QG N 2 2 S S GES „ , :-,I�I�,�-I.­I I.:1',III..I,I I�"I I I I I I II I�.��I I­-II II I.I.I I 1I I I.�III I�I��I I �.1 II III.I 11 I I I.I.I I-I I I� � I I� I I I I I I�I I II I I -i I �I� I II I I I�I�I I ... I I I .I I I- I I I___I __�I- I I I I I I I II I I I II. .II I ."I I.I I I�I I I � I I I I I I I � I I I I I I I - . I I I I I 1�-I I . - . I�I .II I I.I I II I I .I I I I� �I. I �� , I I I I I�I�.I�I I�I I I I I I I I�I �I�I II I�II 1'.II.I I1III I I.I I I I 11�I I . �.F,I II II. IIII. , \ � TK PRHI S 6 E NGE E T ION AT.3 0„ C C EC S ,S _I�I r_ N 4 TK 1 X7 ES ;2 8" - , 2 0 , i P TN : , T R R C SO E LE E E HAT, t.. , AT H A TI N EAC EC ;S 0 .. . . T 6 , 2 , 1IIII��III,��l�:I,I,I,I��I,I,II I I.I,�,1­1,1I 1 1,I�1I���,��.I'I,IIII,�I I'II-1,I"��1''II I 1 II I�',I I:I I-II III I'I IIl,I I II�.I I,l 1,I1-I 1.�I I,-iI,-��I1 l I�I�.�.I�.-II I1-�II II I�II I.I.II 1I"III I II�II II II�I�I�I I I_I.�II I I I I�I..I II I I III 1I 1II I.�III I�I�I I I-�II I�:IIII I I,I I,I���I�"�,I�I I I I II I���II II I I.��I�I�1I 1I I.I III I III I�I I I�I.I �I II II I I1 II�I 1I II�I i.I�II�I I I� �II I II I I III I I II I I-I I.I I II.I I I I.I�,I I�1 I I 1�I�I I I II I I -I II I II I.I�.I�I� I . I 1 I 1 II P�.-I -I�1.I .��. I I Ia-�0, I)I-.1jjII 1iII II.I 11 I I I III 1 1.I I�I. I I,II I I I�I--1-I. I"I-I IH_ww­%I q_II II�.I I I�� I 1��I'�1I. .I�N- I-1I�_.0I�I-"-_I I1�-_0",0 1I-I1 I I. - ,.I I I I �I 4I I.II: , _ _6 II�I�I III 1i I,I�II I I:II n, 4 8 0_. I �11 I_"I ____�-I�I,I I!-t,m=_eO_ HOI., -j.kL._\.- -I - . � ��III II II.I.I�I1II I I.�I �I II II1.I.I1 I I I I I I.1I�1 II I�.'III,I,�.I�,,I.I,,I,I11i I-,-1 1 I.1""I I.I,�1I 1'I FI 1:I I 1'I III,�II�I.1 I I II'I,I I I q1.�1I I.1.I I I�II I��,�1I".�w I�1,.�.I_��1II I_I��I11�I_-I_���.I,I,I11 I I II I II I,'�.IlI�1:l 1I 1�.��,,I.I .I'�I I"II,�1,,�,,I,­1I11,�1-;',-I,I"�I�I,II I�I.I I I 1,,I�'',.,'I�I��I l�I',IIII','.',IIlII�"I­I,��,I�I�I II.,,I�I,�I,II:-�,""'�1 ,ACM.M. RI_I.---w�I 1`V.S I.-- I I 1 I..I I I I I 1�- �I I.I 1 1,I I�III I�! IIII,1I.I I I I�I I� �I I�I I �1�.I.II I� I..I 1I�II 1 - I. I-1�II I 1II II II�I--I�I I I III I I III�I�I II___I I.I�ILI. * MAT �-��l�"1 .C. E AL , .. : ,,, ,i . , ', NQ 1 4X1 22 " PR FINI H DEN, ED L D r E S G w . R .:..; ,• T AT H ,K E EAC ARK 2 YL E,7 1 OL U D T ,,2 H RR M L L S BA E BO T I 1 :: 1`, A D L � _E _ F T ` , IA N t . C10 SE , : . 4 _ _RAY N 4 G 0 2 R IR TO , ,.. .AS E U ED 0 Q H TRIM R R.IT C J ENE E , , I { r ... , , _ , c A N x 20 .. _ r 1D i Y ,A RK RA 4 1 X' 14 A c i X 2 G C 2 '� _ A WHIT T_ / 20 G E IT F T Gi ; ; •, ,. - _ NT R F T R G E E I P r A: L LC0 `TIN T A _ SEC 0 : . . S 0 E 4 14 1 X X M N �1J 2 C 2 GA ,. . s 2 IA NT FA J01 S 4 A C 1 4 1 X 1 G X , C 2 2 t ; , 4 X A J3 20G HPINTA , T SO S LLED A WHI , , , L 2 0C E 1 S OFF T . b - . i­ IN I RN R D 0 , . _ - t SEC E 1 1 7 2 4. 1 7 0 2 1 3 2 7 2 / .. ;r / -- ,i 7 ;: : . N . 4X 8"0 2 HXH TKS 16 E D E C C , , Z e s A , s RR C e o v _ P C Y T 1 w T' P A OW 8 ELLO 0 P , 2 0 G ELL / . T R T A _ T '- R , R I P L TAI S i N _L D s o E NE S £ F N PA N N £ R MI G L A F , N N PAN A T L CCE _ . , h D , P , N D B _ T P A N 01 T M _ £ . . 0 DB 0 1. I AG S _ .: Ii P A M � = _SSE. BLE D„ � S 0 K_ S P _. _ 1 . S 38 1 0 CL ` , P / 0_ 1 _ N 0 1 S 1 4 1 4 1 1 1 1 8 2" 2 0 2' E R R H 8� W� , R _ . 1 0 G P � R _ S _ . . P 3 11 2 P , _ -11 • 3 , 1 < . 2 6 RR T .. EL 0 „ w 1 T BA 8 L S L 1 1 1 1 8 EE _. .. I I . I 'I I' II " 11I.1�I 1 I II 11I I1I 1 II I I II.1 ­ j-1. IIII 1,1 II.I,"I III,.I -_j.Iw 4I 10- I,I.-�.. I1 _ 1 9 1 . 7 1 2 Ic I�I I I',I II',�I'�II I I�I I1.I1 I,j,I I�"II.'��,,I I.�I-:1.-I,II,I�..1'"L,I­I,I1",1�­.r 1 I�,I 1 I1 I I-I 0 4 1 1 3 ., - 3 2 FI IN TA LD S ED E LL P RN T ,,. . PO E S ,, . I I�I,.I.�I.I I I��III,�.�I�.��I I-��I�I I,.I�I,'I0'I..CI�I I 1 I III 1�I,I' ��II N�II I III-II I1,I.�'I�I 1I 1 II III-**II I I ''I.I" IRRR1�I-1 OOIIII I�.I...II I GGG I.-'I�I-II I�I.-I.IL�IE IEa 1'I1� "�-yII i1-I1I�I R,R- ,�'1 1.1-I-1 III,I 1I'I I1.II III1 I-��.I1-,III��I lI l I1,I-I,­r.�I.%I��.Ik,II_,r II"--I4�-I_.��I 1-,I�1 I�, -I-.�I�II1IIII�I��II 1 I I1 II�I I,_I 1I,-1I I I I III,1 I._II(�II� I1_I_1�I�,,I I M��I_II1-,_I 1�I�I 1I.IP 111.I­��I II 1JI I I I-I I��.iI I III./�.I1 I 1II�I�.I I I1p,.��II��I III 1I III 1���I I,I I'.II I I I/,1�.1.II.I/I I1� .���,1.11 1'I.I1�I �I,�I�I1 II I,I1 lI�IiI l.I I.I I-.I I1.I I 1I I 11­II 1I I�11II.I IIIII�I�I II�,I I I III��I I-�II I I�I I II I III-I 1.1�I�I�,-II�'I,I I1I�II�I I I'I�1 1.II1�1I I I�III I 1,I.,I I�II",, .I",'�,,�I-II-�II,I�I�'I--.II II.I�I�I II.I I,I1 I II I.II.,,��II.I-�1 I1I I,-I,.I1II I 1 II Ir'1I'I II�I.I I-II II�I I-I�II1 II 1-1 III���11 1I1�I�II1-I II.--�9��I "I�1I�1 1II1�I'I-�.-�I.I I11�I..1 11I 1 1,1III�.I II 11I-I I-"I.' �1I'�i 1III.�II,­.1�IIII­�III�I-II I.-I L.�.I1�­I,�..I 1 I.1I�III I 1 II II,II 1�I II,"1�IIIIIIII�I II,II"III�III I I I I I III�IIII I I I'1.1�I.I1II I I 1II,III II-II I1 Il�I��1 II,.­��,.I'I�,I"�I I�I II�.II I,1.l1-III,1-.1 I 1'I'�I I II�­�11.I 1.1I1 ­''_�"I I�1I.III.I II i I I I,I I.I�"I 1"III�I�.,,II�1',I 1,:1I r 1��'I,.,1�'II I,-71­1'I"��,�1,e�,I I I��II1-�I I,�,',III�I 1...III�1�-I.�I�I�1I II III�1,�I I III:I-I-L'I"%I .II���I�­1­I1 I��.��I.,�,IIL,�I I,,.,--1;I II.I I,,_I�.�I, ',,I0II,1:I11-,1­.I1I�I I 1�1�I.1'I,.1I�1 II1 1 I 1I��I1.�'I-'�I,-I�I-I��'-�-�.1'II I s,II.I�111,,I I1,11I-.I11"I-,,1I II-��I1 I,I II 11'��I II1�1'�1I-.I1�l-1 I'�_II,I .,1I I�1"I 1 I I 1��I�I II 1,I lII�i�I II�2�1,,1,I,I�II:I I,��III1'.I1 I,I 1 1 III,I --I,.o�I I1-.."1I1�--1­,1"1I11­1�1II.I��III1,7 61��1�11�,-1,­I�1..I'1��,1I 1I�",�I,.�����.11I,",'1 :�� ­""1.I1 I 1 I1�'I�:,1,1',,��I,�,,,,,I I1 l I,'�1­1,l�1 I�!1,,c�,�I­.,"1,1.�-,1.1�,���,,2 I 1�1�.I Y jI!I I I.I I I...��1I1.I 1'II I�*II�II'I�I 1I1 I�-III�I.I.I-II I-�I Il-i p',I�-�-I III I I,I I II�I�I/.-DI/.I-�I_-III I�Ij II,I II1�1 I IIII.I III I II II I,I'll-II�IIIII I-I I I IjII III I I I..I I1.I"I.I II1 I II II I I I...1II I II I-'I 11�-I-I dI IO I Id I II�e II 1II I���r,I­I1.�II II��I,.I I I �1���I I 1 1�I..-�..I 11 . �I--1I_,_�I q I.1,II II Ir I�I.11I 1"F-I Ir II'.�Il.lI,I�-II -�I 1I�II�.I1­�I 1_1'.I�iI1I1�I;I'I�II�I�;:I1�,II�I',rf!�II I II II I-I I I-�I1.��I1 II.I�I-.,1-���I.I,I.I�I.I I..I I.­.I'�.�I.�.I III I I.-�1.I-I 1 I�I�.I-I"IIII.�III��1I,I 1-II�I.II,-I I,.,1I-I 1I III.II,II`III I II I I�I�I-I..�I I�.��I�I,I"I I I,.�I II�iIII 1._I-.I I.,:II I1I II 1I�;II.-�,III�."1*III����.�I,;I�.11 ...I II I i�I�.I� TI N 1 ; SEC 0 . _ . w - 1 1 - 1 - - 1 SCL 2 Ow 1 5 9 2 L 8"_ 1 6'° 8" / ARR T TAIL IH . B EL gOL DE S R FINS D mrn ACM FASCIA RE E 3 C C T NOT 0 CALE P Y R S GL D DE N OL LU E RYN .44 A K A 0 2 DR G . -" 9 . F T 1 T RS 0 SEL LE E o '� R T 1 1 T HR . X OUD i I I NE L 0 S T . elf N N '. Y :. R , • NAT T 1 N SEC 0 HR S OUD w d - 51 2 .�- A OPY ,I,1I1I,1�I'1�".:1 1 SHELL C 1,1l,-1�;' '-�,-,L,�'1I,I"1 I,:'�.,I' 5 :'I-1�1,"',,'I'I�I��.�,I 1,,1,�,', 1 II'I"I".,-I,.'�'I­I',1"1 7 I'I1 1','1I,I,�,1,_I 1":.l I,":1I 1'%,­,i1-I.11'II',I,��I,.-�,'I,­­ �1��-,,..I 1I":,,I.11:I,-I."-1,I,L:",��,iI I'-I1.,I1,�I�I:'�I I-�: ,',111�'I I�II_'1V�1 1,1,"-�-"��_;I"I�:1.I1I 1 1�11,r,_-1I11,��1,'I,I I 1�'I"`:'��I,1:I�:."I�I, MN W A K COLU 1X 1 X 0 GA R MR L 2 o _ r D F' MG M [. D 11 RO JD K RAY TRIM P N T S D G i ECT ET R /8 E L E S 1 T RN 8" S EEL POP T ES A. I AT 2 E END A I TPA E A A N EL 0 CE 2 C C R D N P Y U E I OL L G_ D E AM FACIA : , 0 8 E C S C Y W NO 0_ 5 ��,1-I''I_II"�",,1 ,�1"I'��I,,­i"',,,I,I11­,1'',��II,,' �II1,"�I1 L0 0 EL 1,,,"��1 II'1:1.."-1 ,, _­I,1­.,'1 �,I1I,c1�:II I�."l II-I,,I-1�1"�I,I-_l I ,�",.,,.I, .1�l.��-, ,I I5 %,"''e_1I­II , . .I-��_�I1I"',': A N PJ CCE T Ar 1 1 E L 0 M S E BLY ` A S S P C z ti o _ G N LT . m Y LI GERFE A K RA 20 c D c STR T RAL R W d BASE EVE L NJ.3 26 >1 -Q 64 ,�, ,..; O G P T ST V I N . NT A E E VA 0 END E L 0 _ N T E R N D s f NA i of , _ N W I ENS v SCL 1 SL3 R D E F E S V FY! RI N r R A NT PAN i ISP SE s E CC TAI R xI T D E C E D c E L Fo E s L THREE REQUIRED PR T NINE ER- . » ,:,: I J C E G E WITI S iEL 0 E L A • -SC E. 3" � 1 , ADI � ON .- A.C.M. MATERIAL 0 ., , ,., JOB NO. 3- H �--T G S 223 1 1 II I 1..I I�I 1.�.�I I I I I I I �I I­b�I�I I-�I.I 1i I I 1 I�I.I�III�I I I I4.I�I I I IIII�I.I t-�b��I�I-I�I I I-,,1IIe1 I,II I�1_�i I­1�I��10 I..I I._I��I I-II-I1 II 11 III_I1�..�1 II I'I-'0-fII II-O-I-',�II I[II��1I�1l0 I_.I I�1�I I1I I I II I II I II I I��,I a".,,I,I II-�-I I�.I I-..,I�I-I I I I,�II I.�I.I I I�.I"II--. 1.*III I-I I-1I1 1-..I--&-..I I�.I III._-I 4I I"�I�I-_I -�� I-.I II I p11�I I_I_ &.I I I II I 6 2 / . . �,, I I�.'.��IIi rI I��It�.IAI�,I---II C I.,I 1��I I'I.III 11 II��,III.III1 I,II I II I I S-..II�II-/-�-8I-III.�I�I")-,-N_4"�-_.I 1 A I Il1 -_. 0 TION X w J B LOCH -. 3X3 20 G 1 T K 4X S NO i 2 E. 2 DR N H F ,R 0 S E 0 ET EV �,�',III'­�I, �I1 I,I��_�-.I,,,1C!1I,.II,1 1� 1 N AT 3 0 C C _ AT C 10 S ,',� H SE R K N B R T F R _:EA U 0 4P E R HAT A CO 41 MN E R , IHT TP LG S 0 S 1 1 1 w R .1 , F FI T R FS T I L T X U ES TA 0 E L G GEED S G U h II m _ I1 r h -� r � fl o an a I r fv 1 U ' c S e 0 C is ese ed 9 Y H ,O P . Y 9 92 F RNi H AN INSTALLED B SELL SE D L U D _ _ - TINYY . II 1 II SEC 0 _ . ; S 3 t F TT ER CALE. d' 1 LF OR U LE E S 0 S LL : 4. ,. .�'' 'J E _ .. .; P MN Y CA NO COLU _ R 5 1 9 FOR A.C.M. F LA .R. T.EDE ASC S J . Y .,: . 1 0 W 8 ELL / 1, 61AR DA EVISIDri' 'BY 1pYD I , PPR NET E . _ . _ �. _ AN PY N ,1 ,- 0 _*:;. .- C 0 UM _, T K COL -7 1 1 14X _ 8 ES- 3 NO 2 / W!� TR IT R F 0 A LEC 0G E 2 E I -. x M AT H b - : P D C H S TO"II I1II1,I,I.I I,I I.-11��1 I:II,I���1I1 I�'��ILII'.1 I'�I��.I-'rI-�1�rI.I I�I,I_­_1.1I�,II I.-,11 II.1 I II 1,r I,I,,1I I I�II.-�"�I I,I I Ir 1I I��II I.­I1�.I 1'. 1I II11�II I�1�II.I I l"I.1-l'�.I II�rI�,I�I,1-I I��I 1�1 III 11.II I�.I I I 1�1I I III��I I III1 II1.I II1I I I.I I.II II II.I I�1 I 1I1 I1I II IzI II�II�.1I�III I II III I.III.�II�I I 1�I1I1.II1I 1'It�_�I,,I 1.I�I�-�I I�.-.I 1 I1I.I.I.II II I I III.I��II;.I.-�I I��II I�I�.I I�I I II II�.I�I II I.1 I.III II I,��II I I I�I I I I1 1.I II�III I II I II II I 1III�I��II I I.1 .III:I��III I�,I I I I II I,II I I�I�.I II II.II,II II I I I II I.I 1.�I I�,I 1-I III�1I II I I.II 1I�I I III..,.I II II-.I I�II T1�.�­1 II 1I I II.I I 1��-��I I�IT-I I,1�.I�I�I�II I�I.I-I III I I I I/�­.I I I�I II II./I I'I'I,�I I I III-I..-1.-I;I..�I�II I I I�.I I II I�I�� .I I I-III I I-�.I I.1.II I..I0_-,.-J[1III I)..I1 I1.�I-I-�I I,II I 1I-I I1'IZ�i I.N?�I0 1_I-�AIi�I)I I I�I 1 I�I.I I.1_I b1C�0-I I-�-II IIf I I I II I,0 II 1I.I-I-(1�I1 I I I�I I I FI 1�i�.--n-I)I.jI,I I.I fFI�I II I-I.I fI�I �-�_�J_L.I-�-u TI,Ii._ I I_-II I I.I�I I..��_� 1�.)-I 1III I I I I�I I I I I II I ,.III..'I-..__I_�I I 3I II VI/I A_9I_.I 1I'.I�II.�.I.-�_I I I-"-=-__�I-,I. I,I I--�iOP_"�I_-I�I.U_II ..I 1pII�"1I�I---III�-�I"I I-I,- N-a_I­I�I I`I.__._.I w___�_____I�_I_I_-.._�_I_�..,��.0I I. I I I-I II 0I�I��II ..I I. .�.1II, -��I I�I�I I I I�II Io I iI .� I I I LI I I T H U EA OUC r. , X , I I I.I I I-I I II1-.,�L,1II I_1II�,���I�I II.,,I,,�.II II1 II 1 I 1 r1I­1I.I"I-II I I-II I,1 I 1.­1�I I I.��II I-I II�­II)II I I �I I II��I�.�-I I I.�I I�II I II I I 1I I I1 I I II I II-I I I.I�I-��I III I.�I� I'I� X _ T N RS L 3 3 3 16" L P E a ; X O D S E TYP_ ALL E SE i , H I MPANY r .S LL LO-� � U , -- Z4 2X X20GA : 2 T N T H U O E A W T H IN O S X S ,,�" A EAC JO T YE LO , ,L : C . N N �, A T _ 0 A G D 2 G C E BA - 1 T GR AY A HIT . , , . , , R N G . E SU .G 20 A LO E l 0 C 2 G _ R _ w , A ARK RAY ' X 0G D G R > 2 2 D N PO YLU E GL D E L T 41 , P Y I FFI 2 , N LURE R S OL AC Y C 0.4 t.IDDE L N G 0 2 2 A H F A 0 NT , ,. yJ. AT C FAA J YE W' N :101 E . , _ Y L r IH T RA L G G A PAN A R TE EL GG , PAN R 1 BLS D E� 3 N F 1 ', r X4 C1 2 2 1 1 1 °;, . 1 8" TA T N S 0 S P N Y 0 EG LA ELE S T N t. . SC 0 2 E A.CM MA R C. T E IAL 71 71 2 , ..,,, 2 �''PR F I IN D / / E S E _ � V I _ Or' HK . AP 3 8" , SCALE C D D / / p �, ,:,Y ,R _ . _,GL N OL U E_ DDE L 1 _ 1 0"SL . 1-9 . ,. 10 3 D ,2 APPROVE T , AYN .4 4 DAE . . . , KG 0 .AR 2 TI N X-X T S 0 E 111 l _ ,, ..__ REE o �---- _ � , n _ A _ I - Iti 3 I . 1 . i E I I�­-_.�I' I (I I-.I I .�I. I_I-_II I IAI_I.I_-/. I_I.I I��I-_I I I I ( _E U S x t .. BY 1�1 1 1� _ ,_,..�, .,...,.,,, ... �_ < _ �_ r DARIK WAG LAKNATEb CANOPY FASCIA