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HomeMy WebLinkAbout1140 IYANNOUGH ROAD/RTE132 - PLANS x • z m p\00C-7, P. A ZONE IND ZONE B BEARSES WAY LOCUS LRTE.NIA 132 ZONE HB p N CAMPBELL/MASS TRUST Z p CER T. #121784 s .. .� LOT 18 - L.C. PLAN 24921-H O q BOUND .T"D. " .-TOP�PORTION BROKEN . ... .... ....:.... ....•....._ _.._..__.......�.. ..:._ .. .,_....... _.... ..... .. .___ _..... ._N. DOWN 0.T _ VICINITY MAP ,, I' ; ' CENTER IS 0.13' S O.O$' W „ S 60'1242.." E 200.008 !r!(�. _ ..., SET 5/8 IRON PIN _. - . ..__..��,_ .... .�1c,c.a i CAPPED "PLS 33594" 125.00 75.00 I SCALE: 1" = 2000' I ZONING SIGN RIGULA TIONS BONING INFORMATION ' ZONE "HB" HIGHWAY BUSINESS ZONE "HB" - HIGHWAY BUSINESS ZONE "B" - BUSINESS TOTAL SIGN AREA ALLOWED: NOT TO EXCEED MIN. LOT SIZE = 40,000 SQ. FT. MIN. LOT SIZE = NONE �",,._..-� 109 OF BLDG. WALL FRONTAGE OR 100 S.F MIN. FRONTAGE 20' MIN. FRONTAGE = 20' • WHICHEVER IS LESS MIN. LOT WIDTH 160' MIN. LOT WIDTH = NONE y�-- - ,( MAX. LOT COV. (BLDG) = 30% MAX. LOT COV. (BLDG) = NONE / 11. TOTAL OF TWO SIGNS ALLOWED (ONE FREE-STANDING) ZONE "B" - BUSINESS / _ ZONE "B" BUSINESS SETBACKS: SETBACKS: —t— ONE CANOPY SIGN ALLOWED IN LIEU OF ALLOWABLE ZONE "HB HIGHWAY BUSINESS 1 TREE LINE r~\` .,. ZONE "HB" - HIGHWAY BUSINESS WALL OR FREE-STANDING SIGN FRONT = 100' FRONT = 100' ` �( SIDE = 30 SIDE = NONE _ - R = RE = ` GAS STATION SIGNS: REAR 20' AR NONE ,: . .._...... EXISTING ADDITIONAL 12"x8" SIGN ALLOWED AT EA. PUMP AMENDED TO OCTOBER 4, 1990 AMENDED TO OCTOBER 4, 1990 EXISTING STOCKADE FENCE ` LEACHING ALLOWABLE WALL SIGN MAY BE FOUR SEPARATE SIGNS '} PITS (3) ZONING MAP TO NOVEMBER 1990 ZONING MAP TO NOVEMBER 1990 INSPECTION SIGN ALSO ALLOWED (INCLUDE IN TOTAL S.F.) EXISTING AREA TREES `" FOUR DIRECTIONAL SIGNS (i S.F. MAX. EA.) ALLOWED GENERAL INI=ORMAT10N m LIGHT TO REMAIN \. m LOT AREA: 47,545±S.F DUMPSTER \ �` ASSESSOR'S INFORMATION: MAP 273, PARCEL 79 El �+� FLOOD PLAIN: NOT APPLICABLE r" EDGE OF PAVEMENT O �l / u? �� HISTORICAL: DISTRICT: . NOT APPLICABLE RIM: 98.79 •` "' OWNER/APPLICANT: RICHARD TRIFIRO C/0 STAR ENTERPRISE :',!',: 2700 NORTHBOROUGH DRIVE C��4-9 7r;rc, ` EXISTING AREA n n HOUSTON, TEXAS 77067 \ ucrrr ro REMAIN CD / t11 ENGINEER: A YOUB ENGINEERING \\ \ \ 414 BENEFIT STREET NIF �p 294—75 PAWTUCKET, RI 02861 EXISTING JOHN P. OWEN �\"� PARKING AREA (401) 728-5533 CER T. 97378 - CA n: p AGENT. HYANNIS TEXACO # p 273 79 \ NIF ROUTE 132 LOT 3 - L.C. PLAN 24921-A ' �" �. COOKE'S RESTAURANT - HYANNIS, INC. -: HYANNIS, MA 02645 / `. ..5- ( CER T #72958 m 0 0 Q O ;I / a LOT 16 - L.C. PLAN 24921-G •� \ O �O O 0 ' 100' FRONT SETBACK p ee— Y' 00 EXISTING UIG EXISTING FUEL OIL �❑ 00 ,1 STORY MASONRY TANK (500 GAL) �,—— �� ,; •:> SERVICE STATION BUILDING w (TO REMAIN) 4-EXISTING UNDERGROUND FUEL STORAGE TANKS r-'1 AND CONCRETE MAT I I t t>; EXISTING DIESEL PUMP J LL W Q ISLAND AND CONCRETE MAT TO REMAIN Ltj - W — -----+1 W Z Z cn n1t iv �l O Z EXISTING YARD EXISTING UIG CONCRETE WALK O 1 IV LIGHT TO REMAIN O WASTE OIL TANK (500 GAL.) '•. '• ,, o is.o� :,.: s. Is.o' o.Q5, N 3 AJM 12/23/97 MISC. REVISIONS RCD (TYP.j. EXISTING EXIST. POST do RAIL FENCE o EXISTING PARKING AREA _ PARKING AREA , O AJM 10/31/97 REVISED ISLANDS PS Q) ---1 AJM 1013196 REVISED CANOPY/ISLAND LAYOUT RCD w I 3 `VEXISTING PUMP ISLAND$ ISLAND Z REV PER DATE DESCRIPTION BY CHK LL g LIGHTS AND DISPENSERS TO BE ) _ ��10 OF AIf'. S11W REMOVED (TYP. 2 PLACES) 3E 8�c, R E V I S ( O Id S l _ .v o .. . OVERFLOW 10 ALAN J yG.n 1 /i- \ RIM: 99.50 �i NEW 40.0' OVERHEAD ANOPY LEACHING �` ..� o MICALE ---may O % 0 27.0' AREA--,,,,. m CIVIL E-SUNG AREA N LIGHT TO REMAIN NO.401430 • EXISTING YARD 3 :� •_ _ ' LIGHT TO REMAIN RIM: 98.90 F •� NEW CONCRETE ISLAND POD 1 0 I CONC. BOUND * :. j.•.' W/DRILL HOLE FD. n 125.00' 75.00' TOP PORTION BROKEN A P P R 0 V A L S {L4;i p,,zg ;{ MHB/FD N 60'12'42" W 142.001 CONC. BOUND WITH ' -+ -" + EXISTING YARD. St$�Entarpr-Ise CB/LP (RECORD TIE) DRILL Hb l'" 'FD. 12�{2 0 D LIGHT TO REMAIN 00 0.09' S BY 0.04' E (0.08' N (HELD FOR POSITION) o a 0.34 E � 0 o o AYOUB LNG DFRESSL.Y DISCLAIMS ANY RESPONSI M"ITY DOWN 0.2' ; O O FOR MONITORING, 14TEClK OBSERVING, G SUPERVISING CONSTRUCTION SERVICES, OR THE MEANS,'IE';MS, SEQUENCES _ AND TECHNIQUES OF CONSTRUCTION OR FOR JOB SITE SAFETY AND EXISTING SHRUBS (TYP.) PROGRAMS FOR THE PROJECT DEI:INEO BY THE PLANS FOR *IlCH THIS CERTIFICATION IS AFFIXED. AYOUB HAS NOT BEEN RETAINED P R O J E C T T I T L E FOR NOR SHALL IT HAVE ANY CONTROL OVM OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR, OTHER AGENIS OR EMPLOYEES OR OF ANY OTHER PERSONS H YANNIS, QPERFrJRMING PORTIONS OFM1 1 . THE want. PUB LIC -- 80 tMDE YANNOUGH ROAD R U T IYANNOUGH0 E 132 ROAD � � 1927 BARNSTABLE COUNTY - 0 N TY LAYOUT T REFERENCE. PROPERTY LINES AND OTHER TOPOGRAPHIC INFORMATION S TA TE ROUTE 32 SHOWN ON THIS DRA WING WERE TAKEN FROM A PLAN ENTITLED. " SHEET D E S C R 1 P T l 0 N PLAN OF REGISTERED LAND IN BARNSTABLE, MA., BARNSTABLE COUNTY HYANNIS AR A -EA SCALE: 1 20, DATE. JANUARY 17, 1992, PREPARED FOR STAR ENTERPRISE, GLS 92-001, SHEET i OF 1 Sf TE PLAN PREPARED BY. GOLDEN LAND SURVEY INC. 96 JORDAN ROAD PLYMOUTH MA. 6 023 0 AN MISCELL SOUS ALTERATIONS EXISTING DRIVEWAY OPENINGS AN R N A WAS VE E GS D CURB LINE DATA S - P R E P A R D B OBTAINED FROM A PLAN EN TITLED. E Y "STAR ENTERPRISE HYANNIS MA., IYANNOUGH ROAD (ROUTE 132) AY01JB ENGINEERING SITE PLAN - EXISTING CONDITIONS PREPARED BY ROBERT M. DAVIDSON, PE ENGINEER, FORESTDALE MASS. SCALE. 1 -20 ENGINEERING 8� ARCHITECTURAL CONSULTANTS DWN. BY RMD DATE: 05-11-90 DRG. `N -T 0 E - A KET RHODE ISLAND 401 728-5533. P WTUC C LONE HB HIGH WA Y BUSINESS PROJECT NO.ROJEC 1941. 16 CAD FILE NO. 1941 MP DWG. FILE NO. THIS. SIDE. . 20 0 20 40 • OWN. BY. RCD DATE. 33 25 96 • p 1 GRAPHIC SCALE CHK D. BY: DATE: SCALE. l — "-2O SHT. 1 OF 2 - • NEW 45 0 CANOPY o BLACK ASPHALT SHINGLE MANSARD CANOPY ROOF Q NEW 15 DIA. COLUMN SHROUD i NEW MUL,'-PRODUCT DISPENSER CANOPY FRONT' ELEVA SCALE: 1/4"=1'-0" ! NEW 40'--0" CANOPY 3 o BLACK ASPHALT SHINGLE I . MANSARD CANOPY ROOF kn s ' /7 I T NEW 15" DIA. COLUMN SHROUD REV PER DATE DESCRIPTION BY ICHK R E V I S I O N S ® ono 0 0 0 0 0 o NEW MULTI-PRODUCT DISPENSER Aft'< ROVALS . a P R O J E C T _ T I T L E CANOPY SIDE ELEVA PO HYANNIS, MA SCALE: 1/4"=1'-a" I YANNOUGM ROAD {ROUTE 132) t SH E E T DESCRIPTION PROPOS ED , CANOPY ELEVATIONS AYOUB 194RIM EXPRESSLY DISCLAIMS.ANY RESF*48,JTY fOR U NITORING,INSPEC7K OBSERVwG, OR SOP LASING PREPARED B Y CONSMLICTION SERVICES, OR THE MEANS,METHODS, SEQUDiCES AND TECHNIM OF CONSTRUCTION OR fOR JOB SITE SAFETY AND PROGRAMS FOR T# o�ECT DITM BY THE PLANS FOR.WHICH AYO U 8 ENGINEERING THIS CERTIFlCATION IS AFFIXED.AYOUB HAS NOT BEEN RETAINED ENGINEERING $ ARCHITECTURAL CONSULTANTS & FOR NOR SHALL IT HAVE ANY CONTROL OVER OR BE IN CHARGE OF ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBC(MITRACTOR, PAWTUCKET, RHODE ISLAND (401) 728-5533 OTHER AGENTS OR EMPLOYEES OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. .::: .. . .' ... .:.. . ' :. : PRDJECT Na 1941.16 ' CAD FILE NO. 1941 COLS DwN. BY: RCD DATE: 10131,197 CHK'D. 8Y: DATE 2 • # SHT. 2 OF 2 SCALE: 4»_ ,_O„ m SCHEDULE OF DRAWINGS SHEET DRAWING DESCRIPTION DATE REVISION DATE NUMBER INDEX CS-1 COVER SHEET 06-26-98 FOUNDATION CD F-1C FOUNDATION PLAN 06-26-98 ARCHITECTURAL STAR ENTERPRISES � A-1C STRUCTURAL PLANS AND DETAILS 06-26-98 A-2C CANOPY SECTIONS 06-26-98 } 40' -0" 45 -0" MANSARD ROOF CANOPY WITH FOUR (4) COLUMNS w 0 w s w < � U � o o LL W d o � Q Q z � v' '- < WQ0acz Lc) _ x CD DESIGN CRITERIA Z U O w � O U ff O OCCUPANT CLASSIFICATION M a CONSTRUCTION CLASSIFICATION - - - - VI 0 CV O ROOF LIVE LOAD _ 40 psf ROOF SNOW LOAD DESIGN CODES LJ ZONE 1 - 25 psf ZONE 2 - 30 psf ZONE 3 - 35 psf ZONE 4 - 40 psf CODE DESCRIPTION EDITION o 0 MA STATE BUILDING CODE (780 CMR) SIXTH WIND LOAD BASIC WIND SPEED 90 m P h NFPA 70 - NATIONAL ELECTRICAL CODE 1996 m o WIND PRESSURE _ _ _ _ _ 21 o WIND LOAD IMPORTANCE FACTOR 1 co o 0 ER LO 0 Q ABBREVIATIONS CD 0 J 0 m A.F.F. ABOVE FINISH FLOOR HW HOT WATER cn AT HD HUB DRAIN w Z BUILDING LINE LAV. LAVATORY B.S. BUILDING SUPPLIER MS MOP SINK CENTER LINE N.S. NEAR SIDE C C CENTER TO CENTER O/C ON CENTER C.O. CLEAN OUT 0/0 OUT TO OUT CW COLD WATER SQ. SQUARE y� Roc- tiG ELEV. ELEVATION T.0.1. TOP OF ISLAND F.S. FAR SIDE TP TRAP PRIMER INGERF�LT FW FILTERED WATER WW WARM WATER ; STRUCTURAL FD FLOOR DRAIN WC WATER CLOSET v FS FLOOR SINK WH WATER HEATER , '", FTG. FOOTING WP WEATHER PROOF G.C. GENERAL CONTRACTOR - FURNISHED BY OWNER V VENT `` S,,/0N4�."c� HS HAND SINK VTR VENT THROUGH ROOF ENGINEER MODEL No. NOTES MASTER FILE NAME 1000—591 1. * DENOTES SHEETS THAT CONTAIN WORK TO BE DONE IN FIELD DRAWN BY DATE 2. THIS BUILDING COMPLIES WITH THE AMERICANS WITH DISABILTIES ACT D. MARTIN 06-26-98 3. THIS BUILDING SHALL NOT BE LOCATED IN A FLOOD PRONE AREA CHECKED BY DATE 4. THIS BUILDING CAN BE BUILT IN SHOWN HAND OR MIRROR IMAGE 5. ALL ITEMS REQUIRED THAT ARE NOT WITHIN THE CONFINES OF THE MODULAR BUILDING SHALL BE PROVIDED BY THE OWNER AT THE JOBSITE (3-28 CFR PART 36) scA 1 REV. DATE 6. THE OWNER SHALL POST A SUITABLE PLACARD, SECURELY FASTENED IN PLACE, READILY VISIBLE WITH ALL DESIGN 1" = 1" CRITERIA INFORMATION DRWG. No. n CS-1 SHEET OF rn rn z 1 Q JOB No. HAND 20465 SHOWN m NOTES 1. ASSUMED SOIL BEARING CAPACITY = 2000 P.S.F. LATERAL SOIL PRESSURE = 250 P.S.F. PER FOOT OF DEPTH CONCRETE = 3000 P.S.F. AT 28 DAYS REINFORCING = DEFORMED BILLET PER A.S.T.M. A615 GRADE 60 (1)-1"0 & (1)-3/4"0 CONDUITS 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 6" ABOVE TOP OF FTC. TO PROVIDE REQUIRED LOAD TESTS OR OTHER ADEQUATE PROOF AS TO THE PERMISSIBLE SAFE BEARING CAPACITY OF THE SOIL. z FOOTING #1 FOOTING #3 3. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TOP OF ISLAND TOP OF ISLAND TO ACCURATELY POUR ALL FOUNDATION TO THE PROPER @ ELEVATION @ ELEVATION ELEVATIONS AS SHOWN ON THE APPROVED FOUNDATION PLAN o AND SET ALL ANCHOR BOLTS AND/OR WELD PLATES TO 0 0 0 0 PROPER DIMENSIONS AND ELEVATIONS. O O O O ABBREVIATIONS III III G.C. = GENERAL CONTRACTOR FTC. = FOOTING = 3"0 SCH. 40 DOWNSPOUT ELEV. ELEVATION UNDERGROUND CONNECTION SQ. = SQUARE BY G.C. I - 0/C - ON CENTER C/C = CENTER TO CENTER T.O.I. - TOP OF ISLAND @ = AT LLJ = CENTERLINE = BUILDING LINE N.S. = NEAR SIDE FOOTING #2 FOOTING #4 F.S. FAR SIDE TOP OF ISLAND TOP OF ISLAND TYP. TYPICAL @ ELEVATION @ ELEVATION n (f) o 0 o o O z — — — — — o a Q z Q cf) p-+ O O Z � n U Q = < w E-'+ z � � Q o z C/-) Iz IZ >- a W z � Q O z o = � L � Q FOUNDATION PLAN El - SCALE: 1/4" = 1'-0" X O CO LJ- d- Z U O H Ld Q O U � O 0- J O N O M Q CD Cn E Cfl L,J C, r z I O � • c O O Q Cn 0 d p • d- (!j a0 d LLJ O 4 � ~ 0 cn in O J Q ® c" Ll- O J O CO V7 Fro- Uj 2 �0F44,4 2 4"0 SCH. 40 DOWNSPOUT , ,� O 1" 0 CONDUITS ,��' UNDERGROUND CONNECTION ;hI UNDERGROUND CONNECTION � s' QGER emu, BY G.C. II BY G.C. _I1NIGERFELT --+ TRUCTURAL -a TOP 0r ISLAND j jl 16" 0 STEEL NO.36026 co I �II _ COLUMN TOP OF MATQ 22 Z — — — N — — _/ gy r 4te{j/�,W F�G•��M*� o _ L #3 TIES @ 12° O.C. o �\ ___ I � y / TOP OF ALL FOOTINGS TO BE AT SAME ELEVATION ENGINEE 1 1/2"0 ANCHOR '" _ BOLT HOLES o o ° �� II II / MODEL No. • • Qo cV O N „ a _ __u _�° ANCHOR BOLT 1 1 , MASTER FILE NAME 10 • z I; II 5 TIES AT 3" AB _ ABOVE 01 591 8 5 VERTICAL REBAR # DRAWN BY DATE 1 1/4"� BOLT O # o w -- ANCHOR BOLT HOOKS a—ri ii 71 11 a~ D. MARTIN 06-26-98 7)A� A CHECKED BY DATE w O O cV Q_ iw ii - a �ii SCALE REV. DATE < C.> a °. i9 ai 2" 18 2„ 22" x 22" x 1" STEEL 4'-0 �, = s - J 1/4" = 1'-0„ 16" 0 COLUMN BASE PLATE 3„ ° DRWG. No. ASTM A-36 ANCHOR BOLTS, WASHERS, AND NUTS BY G.C. 4'-6" ROUND F-1(; SHEET OF rn z SECTION 'A - A L FOOTING DETAIL BASE PLATE DETAIL ANCHOR BOLT DETAIL Q JOB No. HAND SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" 20465 SHOWN m 45'-0" 0/0 CANOPY 9'-0" 24'-C" 12'-0" z 0 m U cn W cn " ------------------------ ----- -- --- --- ------------_-----------------_-------------------------.-------� � I I I I W14 x 22 I � ------ ---------- ----------- --------------- --------------- -------------- ----------------------------- I o , I li ii \_12 GA. SHEET METAL I I FLANGE BRACES @ 1/4 POINTS OF SPAN I I LL, (SEE FLANGE BRACE DETAIL) I I I LLJ I I I I 0 I I I I I I I I I I � I 3 I I , I I A1C i � I , li W14 x 22 i ------- --------------------- ------- --------------- ---- I I o l un I - = In = z CD x 3/4" TYPE "AB" CDJ z cnFASTENERS THRU DECK RIBS W z Q d zIII J c n cn ° @ CENTERLINE OF ALL SPANS -crCDI o � (TYP OF ALL SPANS) i F�-.1 U Z o I m z cn I w CD o CDU 2 A1C z 0 o U z O CDd Q o Al C cn w IElf U � I I cn U � I I C� W o J o LLJ _ E-I n Z Z z W14 x 22 w z �- — > - ------ --------------- ------- ---- -------------- ----------------------------- d O J 0 _ I I LL d LO I I U 0 4 16"0 COLUMN :Q A1C (TYP 4 PLACES) d- I I I � ~ O Ld o � Q O I � - i O UO x l x a- IS i W14x22 ----------- -------------- CD ----------------------------- o QD � � I CD --- cf) z ti CD 1 FRAMING PLAN SCALE: 1/4" = 1'-0" A1C r1 CD m o d o a- ui 00 w o � r 0 cn E 1/2" PLYWOOD & Ln SHINGLES BY o OTHERS 1/2" PLYWOOD & 12° SHINGLES BY 12" OTHERS 16„ o y I F-- Q o i� 0 O m cn O'GEE GUTTER PRE-FINISHED LLJ BLACK ACRYLIC NON-ILLUMINATED RED BAND FURNISHED AND INSTALLED BY TEXACO " w u u CD z z o SPEAKER BOX FURNISHED AND II SPEAKER BOX FURNISHED AND II II INSTALLED BY TEXACO. II CENTERLINE OF SPEAKER " ��� ®GAR INSTALLED BY TEXACO. �� IN A /o IGER'=ELT Q 1"0 SPEAKER CONDUIT TO II 1"0 SPEAKER CONDUIT TO ;; ;j !C Ij?, L TERMINATE @ SPEAKER BOX 3 0 SCH. 40 DOWNSPOUT O / a )Lr �� II TERMINATE @SPEAKER BOX � 1 1"0 & 3 4 0 CONDUIT � � ' 4-2 3/4 ABOVE TOP =� 4-2 3 4 ABOVE TOP " J =J UNDERGROUND CONNECTION 6 ABOVE TOP OF FOOTING \ Y r�,4 "l- OF ISLAND BY G.C. ( �r { OF ISLAND BY G.C. �,,� s CD ENGINEER " / 7 MODEL No. MASTER FILE NAME 1101-591 ELEVATION A ELEVATION B DRAWN BY DATE SCALE: 1/4" = 1'-O" A1C SCALE: 1/4" = 1'-O" A1C D. MARTIN 06-26-98 CHECKED BY DATE SCALE REV. DATE 1/4" = 1'-0" DRWG. No. A-1"C SHEET OF Ln m CD 3 4 z JOB No. HAND 20465 SHOWN J F H _ -- _ __ m 1/4"0 STAINLESS STEEL 12 GA. SHEET METAL BOLTS X 1" LONG FLANGE BRACE ( TYP. ) 6 WIDE FLANGE PURLIN 0 _ 6'-0 " z 0 - --------- LLJ c� cn CEILING PANEL ... 18 FLANGE BRACE DETAIL SCALE: 1" = 1'-0" 20 15 15 5 9 5 9 21 I I 4' 4' 22 22 I 24 25 Uj 23 2 � o 8 I --------- _ --- -------------------- ------------ - ------ ---- 16 -- --------- -- - -- - - - 26 26 - - I I I - - - r, 12 2 12 2 - - -- ---- - w-------------------- 4 1 4 I 0 4 I i 13 10 10 I 1 1 17 I I 119 I I rr^^ V1 O SECTION 1 SECTION 2 z U) SCALE: 1" = 1'-0" A-1C SCALE: 1" = 1'-0" A-1C U Z SECTION 3 o z o SCALE: 1" = 1'-0" A-1C 0 1 0 o � w W d- C/) o � z � C '� Q W <c o 0 0 :�E 1 Q R' = v Ln E-4 U� X 0 Z U O w � <t o O N O Q LLJ� o) Z ~ G7 I O 0 0 CD o r` O fJ <t cn41 L 18 20 "' 00 - W O 7/8" 1" 21 I 24 II I� cn -`� \ I I N 23 I I J L� 16" MATERIAL, 20 GA. STEEL CD i i 10 Fy TENSILE STRENGTH) = 50 ksi Fb ALLOWED BENDING STRENGTH) = 30 ksi m t THICKNESS) _ .036 inches Cn I I w 17 i I 19 T CEILING PANEL PROFILE SCALE: 1 1/2" _ 1'-0" I I i I -'N OF M4 S s icy ROGER , INGEEFEL? SECTION 4 TRUM 11RAL � 4 NO.36026 SCALE: 1" = 1'-0° ENGINEER j/7, /f/ MODEL No. MASTER FILE NAME D 1102_591 DRAWN BY DATE D. MARTIN 06-26-98 CHECKED BY DATE SCALE REV. DATE 1" - 1'-0" �1 20 GA. STUCCO EMBOSSED SHEET METAL ® 3" 0 LEADER ® WIRE MESH 11 OPEN 15 20 GA. GALVANIZED HAT SECTIONS 19 4"0 SCH. 40 DOWNSPOUT 23 HEAVY MASTIC DRWG. No. SOFFIT PRE-FINISHED WHITE /A — n C O2 20 GA. STUCCO EMBOSSED SHEET METAL O STEEL2OUTRIGGERS (TYP.) O26 SHEET METAL FLASHING 17 WIRE STRAINER LVANIZED16 DECKCONTNUOUS STIIFFENERSET METAL 20 (TYP.) ATOCONNECOLTSTIONS 24 10" x 10" STUB COLUMN /��\ L/ l`ri_ CEILING PANELS PRE-FINISHED WHITE 25 #10 x 1/4" STAINLESS STEEL SCREWS SHEET of © #14 X 3/4" TYPE "AB" 10 20 GA. STUCCO EMBOSSED SHEET METAL RAIN 13 20 GA. GALVANIZED SHEET 17 16"0 COLUMN 21 3" x 6" x 3/16" ANGLE STAGGERED ® 16" O.C. �3 20 GA. GALVANIZED FASTENERS (TYP.) WATER LEADER COVER PRE-FINISHED #1065 WHITE METAL GUTTER 4 4 Q SHEET METAL CAP 18 STEEL BEAM (W14 x 30) 22 STEEL PURLIN (W14 x 22) 26 4" O.G. GUTTER WITH SHEET O7 PLYWOOD, FELT PAPER AND 14 O.G. GUTTER PRE-FINISHED BLACK METAL CAP JOB No. HAND SHINGLES BY OTHERS 20465 SHOWN - _ -