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HomeMy WebLinkAboutCOM-1996-0246 - COMMERCIAL COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : C0M96-0246 P.O. BOX 547 APPLIED: 12/02/96 ANACORTES, WA 98221 ISSUED: 12/03/96 (206) 293-1901 EXPIRES: 12/03/97 SITE ADDRESS: 1010 14TH ASSESSOR'S PARCEL NO. : 3772-042-015-0005 PROJECT DESCRIPTION: New construction - restaurant. OWNER CONTRACTOR LENDER 14TH STREET CORPORATION 310 COMMERCIAL AVENUE ANACORTES WA 98221 293-2197 FEES TYPE OF WORK........:NEW AREA (sf)--------------- VALU...$: 135000 Code Amount---- By- Date---- Receipt III, TYPE OF USE.........:COM LOT...........: 22194 REQUIRED SETBACKS---- ESPL $ -311.00 MD 12/03/96 6224 CENSUS CATEGORY.....:999 1ST FLR.......: 0 FRONT....: 0 ft PLCK $ 495.30 MD 12/03/96 6224 i ZONING------------------- 2ND FLR.......: 0 SIDE(1)..: 0 ft PRMT $ 762.00 MD 12/03/96 6224 :COMMERCIAL BASEMENT......: 0 SIDE(2)..: 0 ft PMEC $ 73.25 MD 12/03/96 6224 OCCUPANCY GROUP---------- GAR/CARPORT...: 0 REAR.....: 0 ft PPLM $ 104.00 MD 12/03/96 6224 -B :? :? :? OTHER.........: 0 REQUIRED PARKING-- STBC $ 4.50 MD 12/03/96 6224 TYPE OF CONSTRUCTION----- TOTAL......: 0 SEWR $ 3333.00 MD 12/03/96 6224 :5N :? :? :? NUMBER OF UNITS....: 1 ACCESSIBLE.: 0 IMPT $ 10436.00 MD 12/03/96 6224 OCCUPANT LOAD------------ STORIES.............: 1 COMPACT....: 0 INSP $ 50.00 MD 12/03/96 6224 Y 0: 0: 0: 0: BUILDING HEIGHT.: 0 it IMPRV SURF.: 0 sf FUEL TYPES---------- BOILERS/COMPRESSORS- DOMES. INCIN.....:0 :/GAS/ / /: 0-3 HP......: 0 COMML. INCIN.....:0 FURN < 100K BTU: 0 3-15 HP......: 0 RELOC/REPAIR...: 0 TOTAL $ 14947.05 FURN >=100K BTU: 0 15-30 HP......: 0 CLOTHES DRYERS.: 0 FURN - FLOOR...: 0 30-50 HP......: 0 GAS WTR HEATERS: 2 NOTES UNIT HEATERS...: 0 50+ HP......: 0 STOVE, APPLI...: 0 VENT FANS......: 2 AIR HANDLING UNITS-- FIRE LOGAITE..: 0 VENT SYSTEMS...: 0 <= 10000 cfm.: 4 WOODSTOVES.....: 0 VENT W/O APPL1.: 0 > 10000 cfm.: 0 OTHER UNITS....: 1 EVAP COOLERS...: 0 GAS OUTLETS....: 5 HOODS..........: 0 WATER CLOSETS...: 0 WASHING MACHINES: 0 FLOOR DRAINS..... 2 BATH TUBS.......: 3 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1 SHOWERS.........: 0 LAUNDRY TRAYS...: 0 HOSE GIBBS......: 0 DISHWASHERS.....: 1 URINALS.........: 1 GREASE TRAPS....: 0 LAVATORIES......: 2 WASTE INTERCEPT.: 0 ADDIL FIXTURES..: 1 KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0 I hereby.acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. r Issued by ant or Owner Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 �I PROJECT MANUAL 9613 Burger King and Food Mart Addition for 14th STREET C.J F'I CORPORATION © 1996 Ron Smith i a 2695 REGISTERED n aTATE 4 .' YAM' °NGT(IN -� Ron Smith, Architect and Associates, Inc., P.S. 819 Commercial Avenue, Suite C, Anacortes,WA 98221 Phone: (360) 293-2585 FAX: (360) 293-1595 i r� Table of Contents CONSTRUCTION DETAILS rpi & Detail Group 1 Structural Notes --- 91 Detail Group 2 Site Drainage Details 1/2 Concrete Paving Details 2/2 - 4/2 Detail Group 3 Foundation Wall Schedule --- Concrete Footing Schedule --- Concrete Foundation Details 1/3 - 4/3 5] Concrete Slab-on-Grade Details 5/3 - 8/3 Concrete Footing Details 9/3 - 10/3 i lei Detail Groups 4-5 Not Used --- o Detail Group 6 Wall Framing Details 1/6 - 6/6 -, Roof Framing Details 7/6 - 14/6 es Detail Group 7 Dampproofing Details 1/7 Ja Insulation Details 2/7 - 4/7 iej Detail Group 8 Door Schedule --- Door Details 1/8 - 4/8 Window Schedule --- Detail Group 9 Room Finish Schedule --- Gypsum Board Details 1/9 - 2/9 3> Suspended Grid Ceiling Details 3/9 - 4/9 wi Detail Groups 10-16 Not Used --- 5 END OF TABLE OF CONTENTS i ui ,� aoi s. st TI 9613: Table of Contents - Page 1 RED ACM GRAPHIC BAND s 5/8" TYPE Y GYPSUM SHEATHING 2 2X FURRING 4 T S P LI IIII FACE BLOCK VENEER PLYWOOD SHEATHING I GRAPHIC BAND 4 3 = 1 I . 0 4 ° SPLIT FACE BLOCK VENEER I ° AIR SPACE TYVEK AIR INFILTRATION BARRIER PLYWOOD i SHEATHING — 8d NAILS NON- CORROSIVE CORREGATED METAL TIES 2 SPLIT FACE BLOCK- 4 3 = 1 0 I 1 J 1 Structural Notes GENERAL: All construction is to be in accordance with the minimum provisions of the 1994 specifications do not stat e these tans an d • where t 'n Cod e UBC P Building Uniform Bu ( ) U g of specifically otherwise the provisions of the UaC shall apply. Good standards J workmanship shall be employed throughout. Typical details and schedules in the Project Manual shall be used wherever applicable. See the technical specifications for detailed materials and methods. ' Id and with the Architect, and r will veri fy all dimensi ons in the fie � The contractor y upon discovery of any discrepancy shall notify the Architect. Do not scale drawings. The contractor is responsible for all erection bracing and shoring. I LOADS: 25 psf Roof Live Load 100 psf f Floor Live Load. 80 mph Basic Wind Speed, Exposure B Zone 3 UBC Seismic Zone Category FOUNDATIONS: Spread footings are designed for a maximum total pressure of 1500 psf. Footings shall be poured against firm, undisturbed earth. If overexcavation has occurred, backfill with lean concrete (1000 psi minimum). Where sides of walls or grade beams are cast against earth, add 1 inch concrete thickness to that face to provide minimum rebar cover. CONCRETE: Concrete for slabs on grade, grade beams and footings shall be f'c = 2500 psi. Concrete for suspended slabs, stairs and walls shall be f'c = 3000 psi. { Construction joints shall be placed as approved by the Architect. All joints shall be clean and free from loose material or laftance, and shall have a very rough (1/4 inch amplitude) surface. All bolts,'anchors, dowels, reinforcing bars and metal inserts shall be held firmly and accurately in place before concrete is poured. Do not insert bolts or dowels after pouring concrete. I r 9316: Structural Notes - Page 1 J I'I REINFORCING: ' Reinforcing bars shall be new, deformed bars conforming to ASTM A615, Grade 40. Grade 60 may be used, but not for#4 bars and smaller. Welded wire fabric for slabs on grade shall conform to ASTM A185. Bar detailing not shown otherwise, and support of reinforcing bars in forms, shall conform to the CRSI Manual of Standard Practice. Provide the following minimum clearances from face of bar to face of concrete. �l J 2 inches Where concrete is exposed to weather or ground 3 inches Where concrete is formed against ground 1-1/2 inches Exterior face of walls with bars #5 or smaller 3/4 inch Interior wall faces, slabs and joists 1-1/2 inches Beams, girders and columns - all reinforcement Anchor bolts set in concrete or masonry shall be ASTM A307 steel, and will have end 7 diameter at hold-downs).owns . - he embedded ) aid 3-diameter hook at t Embedment shall be 8-diameters but not less than 7 inches. Reinforcing which is marked "continuous" in plans or details shall extend as far possible in the concrete and terminate in a 12 diameter bend or per typical as corner details, as appropriate. WOOD CONSTRUCTION: J Refer to typical wood framing details and schedules for additional requirements. Materials for wood construction shall be as follows, except as noted otherwise. Posts and Beams: Douglas Fir#1 Glued-Laminated Beams (GLB): Combination Symbol 24F, V4 Parallel Strand Lumber (PSL): 2.OE, or 2.1 E, DF as shown Laminated Veneer Lumber (LVL): 1.8E, DF TimberStrand (LSL) Headers: 1.5E Studs, Sills, and Plates: Douglas Fir standard grade 1 Sawns Joists, Blocking and Bridging: Douglas Fir#2 Subflooring: 3/4 inch minimum CDX, I.D. 42/20 Glue at all supports per APA standards. Roof Sheathing: 5/8 inch minimum CDX, I.D. 30/12 Wall Sheathing: 1/2 inch minimum CDX, I.D. 24/0 Fabricated Connectors: As detailed, or as manufactured by the Simpson Strong- JTie Company. Provide as specified or shown with full catalog nailing and bolting. 9316: Structural Notes - Page 2 f J Prefabricated Joists and Beams: By Trus-Joist MacMillan, installed per manufacturer's recommendations. Manufacturer shall supply all standard joists, blocking panels, web stiffeners, and connectors between joists to produce a complete floor framing system with other components specified or shown. Comply with UBC Table 23-I-Q for nailing. Provide the following typical nailing where not shown or specified. All nails are common wire nails. Vinyl coated sinkers P will not be accepted for substitution without documented compliance liance with ICBO rated equivalence tables for lateral strength and safe resistance to J withdrawal. Joist to Sill or Girder, toe nail: 3-8d _J Bridging to Joists, toe nail each end: 2-8d Sole plate to Joist or Blocking, face nail: 16d @ 16 inches o.c. >_ Top Plate to Stud, end nail: 2-16 d ' Stud to Sole Plate: 2-16d end nail or 4-8d toe nail Built-up Studs, face nail: 16d @ 24 inches o.c. Doubled Top Plates, face nail: 16d @ 16 inches o.c. Continuous Header, two pieces: 16d Ca) 16 inches o.c. _ 7 along each edge Built-up Girders and Beams (2x material): 20d @ 32 inches ox top and bottom edges. 2-20d at ends and splices. Plywood Nailing At Panel Edges - -- At Intermediate Supports --------------------------------------------------------- - Wall Sheathing 8d @ 6 inches o.c. 8d @ 12 inches o.c. Roof Sheathing 10d @ 6 inches o.c. 10d @ 12 inches o.c. -------------------------------------------------------------------------------------------------- END OF STRUCTURAL NOTES 4 J J 9316: Structural Notes - Page 3 1 J� Foundation Wall Schedu le Wall Vertical Horizontal Anchor Framing Height Rebar Rebar Bolts Anchors a I 2' 0" #4 at 18" o.c. #4 at 18" o.c. 5/8" dia. ----- at 48" o.c. 3'-0" #4 at 18" o.c. #4 at 18" o.c. 5/8" dia. ----- at 48" o.c. 4'-0" #4 at 18" o.c. #4 at 12" o.c. 5/8" dia. - at 48" o.c. REMARKS: (1) Typical 8 inch thick concrete foundation wall to be I4.� restrained by floor diaphragm. (2) See typical concrete Foundation Wall Details. (3) See Structural Notes for additional requirements. J I cJ �I J I 1 J _ 9613: Foundation Wall Schedule - Page 1 Concrete Footing Schedule Lateral Longitudinal l Mark Width Rebar Length Rebar Depth Details Remarks J A 36" (3) - #4 24" (2) - #4 12" 9/3 REMARKS: (1) See Concrete Footing Details indicated. (2) See Structural Notes for additional requirements. I i I J I I I •I I 9613: Concrete Footing Schedule - Page 1 I` # 4 HORIZONTAL CONTINUOUS MINIMUM coREBAR CON ,J CONTINUOUS KEY, AT TOP ` ^ 1I11 6 .00 p v ' J o og .0 1811 ° #3 1 00 REBAR AT-16 OD 32 It O.C. 1 CONCRETE WALL TOP 3 I �ai2 = I o J T BIG o CONCRETE Lo FOUNDATION WALL EQ. EQ. # 4 J HORIZONTAL CONTINUOUS REBAR e AT SCHEDULED co SPACING. ( 181I O.C. 0 MINIMUM) © v # 4 - b VERTICAL REBAR o — AT SCHEDULED SPACING (18" O.C. MINIMUM) 2 CONCRETE WALL 3 I. 1/2° _ , oil 8" CONCRETE I'Do FOUNDATION WALL 2- # 4 HORIZONTAL REBAR CONTNUOUS �V c M J u 6 HOOK ?' SEE PLAN ALTERNATE DIRECTIONS 3 CONCRETE FOOTING cs, J Lo ib CONCRETE Lo FOUNDATION obWALL (2) - #4 HORIZONTAL b REBAR b CONTINUOUS �. U =� V O M SEE PLAN � I 4 SPREAD FOOTING 3 1. 1/2', = 1' ' 011 j 6 X 6 - 10/10 CONCRETE WELDED — WIRE FABRIC SLAB ON GRADE ',1 •Yn.°Q '/,f1f to ©o p Vp hh • i.. J U I 4" 2° CLEAN COMPACTED - WASHED SAND DRAINAGE OVERT VAPOR FILL 1 5 CONCRETE SLAB J' 1. 1/2 = I - 0" j BEND WELDED 4 J WIRE FABRIC CONCRETE DOWN AT SLAB ON SLAB EDGE GRADE N dC J 2 2-# 3 REBAR 6 I CONTINUOUS W/ 12D BEND AT EACH END 6 CONC . SLAB EDGE 3 1.1/2° = 1 - 0° 3/411 DRILLED SLAB HOLE. FILL W/ GRADE EPDXY BASED GROUT 0 oQ O o tr 0 I 1 EXISTING EXPANSION CONCRETE JOINT J 7 CONCRETE SLAB EDGE U) #4 HORIZONTAL CONCRETE N REBAR CONTINUOUS SLAB GRADE N co AT TOP �a • �o i Q o o Qo . 6� � —t o 00 00 C) .Qo 'o • s a '' o � 0 II BLOCKOUT CONCRETE a� II FOUNDATION ol- WALL AT DOORS 8 CONCRETE SLAB EDGE 3 3° _ 1' - 0 PSL POST _ • FULL CATALOG �• BOLTING 1 0 . Oo I o• o. � - . . T-- SIMPSON LCB COLUMN BASE CONCRETE FOUNDATION 9 COLUMN BASE 3 1 • I/ II 2 . O , 8° CONCRETE o FOUNDATION ju-) ° # 4 LATERAL ob AND HORIZONTAL °p REBAR ADDITIONAL 0 Q o LINE OF ° I D FOOTINGIF • • BEYOND op . moo �Qo - o oID ob . .d� SEE FOOTING SCHEDULE J 10 CONCRETE FOOTING 3 I V2 1 . 0 1, F1/2° PLYWOOD SHEATHING 2X 6 STUD WALL FRAMING AT 16" O.C. r� WALL FRAMING 3" = 1' - 0 " V 0) ! 2 X 6 STUD WALL FRAMING 2X6 THE ATED N 2 6 SILL coo 5/8° ANCHOR ° BOLTS, AT co z I ® oa 48 ° O.C. . CONCRETE FOUNDATION _ J : TREATED SILL 6 3 = 1 � _ 0 00 O 1/2 PLYWOOD SHEATHING 2X6 HORIZONTAL 2 6 BLOCKING J AT 8,_O " 71 2 X 6 STUD WALL FRAMING 3 WALL FRAMING 6 3" = 1 O J ' J J � J I,' .0 2XG STUD WALL 2 6 FRAMING AT 16° O.C. 1 J i I WALL FRAMING i i � LO 2X4 - STUD WALL 2 4 FRAMING AT 1611 O.C. J i j J II I 6 WALL FRAMING -- = ► - ° Lo �r 0) PLYWOOD ROOF Lo SHEATHING TJ TOP BEARING CLIP 'AT EACH JOIST W/ 2X OLID BLOCKING TWEEN JOISTS OP WEB E JOISTS I STUD L FRAMING W/ DOUBL TOP PLATE J 7 . ROOF/ WALL FRAMING J � T PLYWOOD ROOF 0 Lo SHEATHING J TJ TOP BEARING CLIP AT EACH JOIST W/ 2X a OLID BLOCKING TWEEN JOISTS OP WEB JOISTS STUD L FRAMING W/ DOUB TOP J PLATE i � 0y J 8 ROOF/WALL FRAMING J 6 1.1/2 = 1 . 0 n PLYWOOD ROOF SHEATHING A 2X4. _ STARTER STRUT W/ TJ IPS OPEN WEB JO TS STUD WALL FFikMING W/ DOUBLE J TOP PLATE 9 ROOF/WALL FRAMING 6 1. 1/2' = 1 0 Lo ' I NEW 2X6 STUD Lo Lo STUD WALL FRAMING W/ DOUBLE TOP PLATE PLYWOOD ROOF SHEATHING (E) it I \ / EXISTING ROOF — AND WALL FRAMING TO REMAIN \ NEW PSL BEBEYOND J I l i 7 0 ROOF/WALL FRAMING 6 � _ 1. 1/2 " _ IO �� PLYWOOD ROOF Lf) SHEATHING ( E) EXISTING TJI IIIII I VIROOF JOISTS W/ NEWJill IIMPSON IT- SERIESOIST HANGERSEMOVE EXISTING STUD WALL II I I FRAMING NEW PSL BEAM 11 ROOF/WALL FRAMING 6 I • I/2 � I • O ° I i A PSL/LSL BEAM - SIMPSON ECC - SERIES COLUMN CAP PSL POST � 2 COLUMN CAP 6 I .1/0 = I' • 0° 5/8" PLYWOOD ROOF SHEATHING 16 26" DEEP TRUS JOIST TJLX- SERIES TAPERED ROOF J JOISTS AT 24" O.C. 13 OPEN WEB TRUSSES 6 1 .1/2" = I ' - 0 If 2 4 DOUBLE 2 2 4X TOP PLATE 1/2" PLYWOOD WALL SHEATHING PLYWOOD ROOF SHEATHING I� 2 4 2 4 J 2 4 LI J , 4 PARAPET FRAMING `j o At o ' CONCRETE FOUNDATION pO WALL o ASPHALT EMULSION �0 r BELOW GRADE o a DAMPPROOFWG 0 60. 1' DAMPPROOFING 7 FULL SIZE J ' w qu N 0 I SYNTHETIC L GROUT CONCRETE WALK / PAVING 2 � — . 0 0 o o 110 CONC. , ° 1. 1/2" (R •10) o RIGID INSULATION o DOHid BELOW GRADE PERIMETER INSULATION 7 3 - 11 - 0 11 R- 19 ,i. FIBERGLASS BUILDING INSULATION J - INTERIOR WALL 2 6 FINISH 4 MIL POLYETHYLENE VAPOR BARRIER i WALL INSULATION 0 II 30 A BE GL S IL I G IN U TI JI S - 5 I S E E FO CE A R AR IER OPEN WEB ROOF TRUSSES - i 1 4 CEILING INSULATION Door Schedule (W xH) Mark Opening Size Pairs Thick Detail Const. Fin. Glass Remarks 1 1. 3'-0" x T-0" - 1-3/4" 1/8 HMI •MP J 2. 6'-0" x T-0" 1 1-3/4" 2/8 AG AA X (2,4) 3. 6'-0" x T-0" 1 1-3/4" 2/8 AG AA CT (2) 4. 3'-0" x 6'-8" - 1-3/4" 3/8 AG AA CT (2) J 5. 3'-0" x 6'-8" - 1-3/4" 4/8 X X - (1) 6. 3'-0" x 6'-8" - 1-3/4" 4/8 X X (1) J 7. 3'-0" x 6'-8" 1-3/4" 3/8 AG AA CT (2) LEGEND: "X" shown on schedule indicates typical. Pairs: Number of door pairs in multi-component unit. Construction: Typical = Solid core, flush wood door. AG = Aluminum and glass, store door. HMI = Hollow metal, insulated. Facing/Finish: Typical = Wood, (opaque) painted. J AA = Aluminum, dark bronze anodized. MP = Metal, painted. WT = Wood, (opaque) painted. Glass: Typical = Clear, tempered, insulated. CT = Clear, tempered. Remarks: (1) = Hollow metal painted frame. (2) = Aluminim frame to match door. (3) = All doors in the building which have a latch set or lock should have lever-type operating hardware. (4) = Provide panic hardware on all exit doors. J 1 J 9613: Door Schedule - Page 1 PEEP HOLE I J FLUSH = HOLLOW N METAL DOOR _ �n 1211 HIGH 1 KICK PLATE 1 - HOLLOW METAL DOOR 8 1/2'� = 1 0 -toko rn - - - ALUMINUM GL GL ENTRANCE DOORS CROSS RAI L WITH EXIT DEVICE AS REQUIRED GL GL TEMPERED GLASS 2 ENTRANCE DOORS ALUMINUM GL ENTRANCE DOOR CROSSRAIL WITH EXIT DEVICE AS REQUIRED GL TEMPERED j GLASS J 3 - ENTRANCE DOOR 8 1/2" = 1 ' . 0 " FLUSH WOOD DOOR 12' HIGH KICK PLATE i I 4 FLUSH WOOD DOOR 8 1/ 2 " = 1 ' 0" T ,i Window Schedule (WxH) Sash/ Mark Opening Size Finish Type Glass Exit Screen Remarks 1 A 6'-0" x 6'-0" X X X - - (5) B 6-0" x 6'-0" X X X -- - (5) -- - 2 3 I C 3'_0 x4-0 X X CT D 3'-0" x 4'-0" X X CT -- (2,3) 1 „ X SL X -- - (4) ., E 6-0 x 4 10 1 LEGEND: "X' shown on schedule indicated typical. Sash/Fin: Typical Aluminum storefront window frame with dark bronze anodized finish. AG = Aluminum storefront relite frame with dark bronze anodized finish. Type: Typical = Fixed. SL = Slider Glass: Typical = Clear, tempered, insulated. CT = Clear, tempered. i J Remarks: (1) = Provide safety glazing as required by location. (2) = Interior relite. (3) = Part of multi component unit. (4) = Manufactured drive-thru window unit. (5) = Provide intermediate vertical mullion. 1 I J I 1 I, I j i 9613: Window Schedule - Page 1 G l Room Finish Schedule Room Name ------- Bedroom Mark ----------------- 1 A 2 Description --------- Floor/Walls/Ceiling Area Mark Substrate/Surface/Base Finish Details Remarks FLOOR 1. Concrete - 2. Resilient (vinyl) with 5/9 top set vinyl base. 6/9 3. Ceramic tile with - 7/9 6 inch high coved ceramic tile base. _ 4. Existing - - (2) j WALLS A. Gypsum board Paint 1/9 (1) B. Ceramic tile 8/9 (3) wainscoting over backing board. C. Fiberglass reinforced -- - _} panels (FRP) over gypsum wallboard. D. Vinyl wallcovering over - gypsum wallboard. E. Existing -- -- (2) CEILING 1. Gypsum board Paint 1/9 (1) 2. Suspended grid 3,4/9 -- acoustical ceiling 3. Existing - - (2) - REMARKS: (1) Fire-taped Type "X" fire-rated gypsum wallboard. (2) Modify, patch and repair as required. (3) 48 inch high wainscotting. I I�I I _J 1 9613: Room Finish Schedule - Page 1 I 5/8 TYPE X ' GYPSUM BOARD • I •i/4° TYPE W BUGLE HEAD SCREWS 2X WOOD FRAMING 1 GYPSUM BOARD C� FULL SIZE 1 GYPSUM BOARD • 2X 4 FLAT J FRAMING AT 24° O.C. J 2 T TOP DRAFT S J FULL SIZE j ti N DIRECT HUNG EXPOSED GRID SUSPENDED CEILING MAIN TEE OR CROSS TEE J c LAY- IN CEILING TILE 3 SUSPENDED CEILING 9 FULL SIZE CD Lo CV CV J GRID' `. SUSPENDED ANLI GLE WALL MOLDING , ; LAY- IN 1 CEILING TILE I -1 I 4 SUSPENDED CEILING 4; 9 FULL SIZE PEYTON ENGINEERING CLIENT: P�L1 -(C cJv1 ZorlrlElJr�kl_ 14730 BEACH BLVD., SUITE 202 PROJECT: 32.E L40 (-As JoPl� LA MIRADA, CA 90638 JOB NO.: 2-1 SS 1 714 670-6614; FAX 714 670-0931 DATE: Z� PSr- 51JOL-) Lv A'0 fL�\sIJ 80 M D t-fi l=.X IP, C l 3 \'ZL- siz=lswilG ,JE " ,a n nrvlallna 9661 1 0 AON 142Zx �tI I � Tu t. OCT 3 01996 a� Ma �llj OP of wnsH 0� m 411 v SaONALG 3 3 3 a0 €xviaEs c e '� y Lyip„ s ill . DRESCO REPRODUCTION INC.1-800-423-5834166515 PEYTON-TOMITA & ASSOCIATES 10/30/96 DOUBLE OVERHANGING BEAM DESIGN PROJECT: REISNER DIST. 32' X 40' FOUR COLUMN CANOPY BEAM DESIGN: P2 I P1 P2 1 v 341.00 PLF Wd= 41.00 PLF Wl= 300.00 PLF A A Cq=1.4 Ww= -259.58 PLF l<----X1----> l<------------- L-----------> j<----X2--->1 P1d= 160 LBS P1I= 0 LBS P1w= 0 LBS P2d= 160 LBS P21= 0 LBS P2w= 0 LBS L= 24.00 FT X1= 8.00 FT X2= 8.00 FT MA(d)= 2592 FT-LB RAd= 980 LBS MA(I)= 9600 FT-LB RAI(MAX)= 6400 LBS MA(w)= -8306 FT-LB RAw= -5192 LBS --------------------------- ----- MA(d+I)= 12192 FT-LB lu= 1.33 FT RA(d+I)= 7380 LBS MA(d+w)= -5714 FT-LB lu= 8.00 FT RA(d+w)= -4212 LBS MB(d)= 2592 FT-LB RBd= 980 LBS MB(I)= 9600 FT-LB RBI(MAX)= 6400 LBS MB(w)= -8306 FT-LB RBw= -5192 LBS --------------------------- MB(d+l)= 12192 FT-LB lu= 1.33 FT RB(d+1)= 7380 LBS MB(d+w)= -5714 FT-LB lu= 8.00 FT RB(d+w)= -4212 LBS MAB(d+l)= 21960 FT-LB lu= 8.00 FT MAB(d+w)= -10023 FT-LB lu= 1.33 FT SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE SPAN; +M=COMPRESSION ON TOP FLANGE USE: W12X19 REF.AISC 9TH ED. 2-174 14730 BEACH BLVD., SUITE 202, LA MIRADA, CA 90638 (714)670-6614 y U PEYTON-TOMITA & ASSOCIATES 10/29/96 DECK DESIGN 25.00 PSF LL PROJECT: REISNER DIST. -29.55 PSF WL 32' X 40' FOUR COLUMN CANOPY ROOF LOAD: 25.00 PSF LL 3.00 PSF DL 28.00 PSF DL+LL FASCIA LOAD: 15.00 PLF I DECK DESIGN: v 28.00 PSF Wd= 3.00 PSF WI= 25.00 PSF A ^B Ww= -29.55 PSF l<-----X----> I<------------- L----------->I P= 15.00 PLF L= 12.00 FT RAd= 52.00 PLF X= 4.00 FT RAI= 266.67 PLF RAw= -315.20 PLF Md(@ OH)= 84.00 FT-LBS/FT RBd= 11.00 PLF MI(@ OH)= 200.00 FT-LBS/FT RBI= 150.00 PLF Mw(@ OH) -236.40 FT-LBS/FT RBw= -157.60 PLF MOH(d+l)= 284.00 FT-LBS/FT OK RA(d+I)= 318.67 PLF MOH(d+w)= -152.40 FT-LBS/FT OK RA(d+w)= -263.20 PLF MSP(d+I)= 462.88 FT-LBS/FT OK RB(d+I)= 161.00 PLF MSP(d+w)= -404.74 FT-LBS/FT OK RB(d+w)= -146.60 PLF USE 20 GAUGE ASTM A446 GRADE C DECK +M=648.67 FT-LB/FT -M=489.58 FT-LBS/FT FY=40 KSI (+M DECK PAN IN TENSION, -M PAN IN COMP.) 14730 BEACH BLVD., SUITE 202, LA MIRADA, CA 90638 (714)670-6614 2 U PEYTON-TOMITA & ASSOCIATES 10/30/96 DOUBLE OVERHANGING BEAM DESIGN PROJECT: REISNER DIST. 32' X 40' FOUR COLUMN CANOPY BEAM DESIGN: P1 I P1 P2 1 v 337.67 PLF Wd= 71.00 PLF WI= 266.67 PLF A A Cq=1.4 Ww= -259.58 PLF l<----X1----> l<------------- L-----------> j<----X2--->I P1d= 160 LBS P11= 0 LBS P1w= 0 LBS P2d= 160 LBS P2I= 0 LBS P2w= 0 LBS L= 24.00 FT X1= 8.00 FT X2= 8.00 FT MA(d)= 3552 FT-LB RAd= 1580 LBS MA(I)= 8533 FT-LB RAI(MAX)= 5689 LBS MA(w)= -8306 FT-LB RAw= -5192 LBS --------------------------- --------------------------- MA(d+l)= 12085 FT-LB lu= 1.33 FT RA(d+I)= 7269 LBS MA(d+w)= -4754 FT-LB lu= 8.00 FT RA(d+w)= -3612 LBS MB(d)= 3552 FT-LB RBd= 1580 LBS MB(I)= 8533 FT-LB RBI(MAX)= 5689 LBS MB(w)= -8306 FT-LB RBw= -5192 LBS MB(d+l)= 12085 FT-LB lu= 1.33 FT RB(d+l)= 7269 LBS MB(d+w)= -4754 FT-LB lu= 8.00 FT RB(d+w)= -3612 LBS MAB(d+l)= 20760 FT-LB lu= 8.00 FT MAB(d+w)= -8823 FT-LB lu= 1.33 FT SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE SPAN; +M=COMPRESSION ON TOP FLANGE USE: W12X19 REF.AISC 9TH ED. 2-174 14730 BEACH BLVD., SUITE 202, LA MIRADA, CA 90638 (714)670-6614 3 PEYTON-TOMITA & ASSOCIATES CLIENT: 14730 BEACH BLVD., SUITE 202 PROJECT: LA MIRADA, CA 90638 JOB NO. 714 670-6614' FAX 714 670-0931 DATE: DLL Is�O'� clS-4 IS-so 1-L•o V 12,b j s s �3•o s,s DL: Z33S'd --7-79T 6, S 14 x ZZ COLD M� JCS 1GjiJ ; i M ,3 = Zy , 31 Zri� #�GOL Z co�-s Z 21Sx233S S ) = \0L134 -*'/C L i I II s �_J U PEYTON ENGINEERING 10/30/96 SQUARE TUBE WIND COLUMN DESIGN: P(DL)= 2.34 K fa(DL)= 0.31 KSI P(LL)= 8.89 K fa(LL)= 1.17 KSI P(WL)= -7.79 K fa(WL)= -1.03 KSI M(DL)= 0.00 FT-K fb(DL)= 0.00 KSI M(LL)= 0.00 FT-K fb(LL)= 0.00 KSI M(WL)= 31.30 FT-K fb(WL)= 19.98 KSI M(EL)= 10.43 FT-K fb(EL)= 6.66 KSI EXIST: TS8X8X1/4 A= 7.59 SQ.IN. 1= 75.10 IN.A4 WL DEF.= 2.19 S= 18.80 CU.IN. ALL.DEF.= 2.00 r= 3.15 IN. b= 8.00 IN. t= 0.25 IN. Fy= 46.00 KSI I K= 2.00 L= 16.25 FT KL/r= 123.81 OK Cc-- 111.55 Fa= 9.74 w/t= 28.00 COMPACT OK Fb= 30.36 KSI DL+SL: fa/Fa= 0.15 F'ex= 9.74 KSI fb/Fb= 0.00 fa/Fa+.85fb/(1-fa/F'ex)F 0.15 OK DL+SL/2+WL: fa/1.33Fa= -0.00 1.33F'ex= 12.99 KSI fb/1.33Fb= 0.49 fa/Fa+fb/Fb= 0.48 OK 14730 BEACH BLVD., SUITE 202, LA MIRADA, CA 90638 (714)670-6614 f �� 0 PEYTON ENGINEERING 10/30/96 PURLIN CONNECTION: P(MAX)= 7.38 K USE: 4-5/8 DIA. A307 BOLTS IN TENSION STIFFEN BOTH BEAMS WITH 1/4" FULL HT. STIFF. WELDS: W12X19 WEB: 3/16 FILLET 2" @6" O.C., B.S. FLG.: 3/16 FILLET B.S. W14X22 WEB: 3/16 FILLET 2" @6" O.C., B.S. FLG.: 3/16 FILLET B.S. CAPACITY= 24.40 K TOP OF COLUMN CONNECTION: PDL= 2335.00 LBS PWL= -7788.00 LBS PNET= -5453.00 LBS USE: 4-5/8 DIA. A307 BOLTS IN TENSION T= -1363.25 LBS 1.33Ta= 8133.33 LBS OK USE: 1/2" X 10.5" X 1'6" PLATE M= 5453.00IN-LBS fb= 12464.00 PSI 1.33Fb= 36000.00 PSI OK USE: 6" OF 3/16 FILLET EA. SIDE fweld= 454.42 PLI 1.33Fw= 3600.00 PLI OK I I 14730 BEACH BLVD., SUITE 202, LA MIRADA, CA 90638 (714)670-6614 PEYTON ENGINEERING PROJECT :CANOPY CONNECTIONS 15346 HAYFORD STREET JOB NO. STANDARD LA MIRADA, CA 90638 DATE:8/22/94 (714)670-6614; FAX(714)670-0931 AP_ ,'SAS gifGrJ"1 F3D r'a '77r rh 2/cJ°t"� Cc-i"_w. CO Flip'!-; CA't�3r1 CS:_�J:��c 2i' z2 A70-7 I S�AT�t� CR2�`ir rJCa. B�rvY"1 T[7 G��JMtJ GOrJNCcCT � N 8 PEYTON-TOMITA & ASSOCIATES PROJECT: CANOPY 14730 BEACH BLVD., SUITE 202 JOB NO. STANDARD LA MIRADA, CA 90638 DATE: 30-Oct-96 (714)670-6614; FAX(714)670-0931 BECKER DECK CLIP 7P50 THE 7P50 IS A 2" LONG, 3/16" THICK CHANNEL WITH A 1/2" DIA. A307 BOLT. THE CLIP FITS UNDER THE DOUBLED LIP OF THE TWO ADJOINING DECK RIBS. MAXIMUM DECK RIB LOAD (P)= 0.429 K PRYING FORCE=P*2.3125/.90625= 1.096 K MAXIMUM BOLT CAPACITY= 3.927 K OK LOAD UNDER WASHER= 0.762 KLI BENDING MOMENT= 0.210 IN-K BENDING STRESS= 24.883 KSI ALLOW. BENDING STRESS= 27.000 KSI 92.16% DEAD LOAD= 22.000 PLF LIVE LOAD= 300.000 PLF i II q PEYTON-TOMITA & ASSOCIATES PROJECT: CANOPY 14730 BEACH BLVD., SUITE 202 JOB NO. STANDARD LA MIRADA, CA 90638 DATE: 30-Oct-96 (714)670-6614; FAX(714)670-0931 LAST RIB CHECK: FASCIA WT.= 15.00 PLF LIVE LOAD= 25.00 PSF RIB LOAD= 33.67 PLF SPAN= 12.00 FT MOMENT_ 6- 06.00 FT LBS RIB CAP.= 324.34 FT-LBS REIN. REQ'D. REIN. CAP.= 527.40 FT-LBS L2.5X2X3/16 LLV TOTAL CAP.= 851.74 FT-LBS OK FLG STAY CHECK: STRAP CAP.= 2.97 K TENSION SCREW CAP. 2.10 K SHEAR ULTIMATE IN 16 GA MOMENT= 21.96 FT-K DEPTH= 12.00IN. FLG. FORCE= 21.96 K 2%*FLG. F= 0.44 K STRAP T= 0.62 K STRAP OK F.S. SCREW= 6.76 OK i 10 y{ - MANUFACTURERS __.-QWDI4Ev vILDew wSNEn's._ _.2_ ']. a ..�_-_ _-_-_-_- nybaype noil 0f wnroleh mall b[ NyNa C f +( rump ..II AIRIWW In.Turnew mand IWAVIGM + 1TIE'IAC + �- + O / + 1 Fl•a'G'A,ubW. TM ab fMll alalen Rma a Hay III + z. L.11 la«MaN M mvb 01 ve'tNu plam•nME \. ` \ 2363 redI Uss Chatm.Gzl•F 2363. ---JRE I V ` 3. L[N•n Rod w.bly t°an a rmtNd to wit omnI-%SHEL. p - ° \ / / wbdbaM to 30 oS.f.a (^]NCRe) -- a L•H«°M a bl Mail a U.L.appror•d and IaMbd +I I i I and mat rpulml•nb of 1kdW el Eleelrle Co&. 5. Abaurna dreln MW Malt be Norlded. It n / \ \ 6. Ydala ftd will grass• recording%:u1IW .of setemplaed letter Ildin 'It am Mlu d°annati. pudnl Ymsd l:aViwl YYlble III - - _ \� / / J `+ ). Manaftlers. bell r Xec mmelMe Nsllen aauNl[• ---ill ` \\ _-. If"Ne rn perlbe(al 1 Io bill a ha rputrtl �IJ was porml4 via Iwo,I Ila ad bl if m.malaN.Y. w9n pM 1 SP41u.RATES, 14 w',EP x fs(TIP) �I-)/6v .k,l-•Je 2-ye• a The MO e1CI1 be made In find Class wgYmrallke Under form 1. Hannba Buse (TYponitu). Imn. am allsweet., aft nea NMna,. I. YlPllot l3 A.MPLI 1 nMT aF e1L11IX1[SGGM to be g.mW a iw ANY det{T•1M a pfgd allomo 'IA--I,1.xlnl Y•suss.I��TLLLINa Ix SIGN LENGTH I �tz- Round Inner fam. 'W" slap eau One � t can Fear Clear m.h. Inebdbg:Go«formN. I. Gca nT-I.CTTCA.. 9oYr-Psi lam-�Y NgOsa�PL- call and M. Ilm equal,Or lno labor p1aCNan1 0"). s - z. !rio to Di Cmn.CTOX SPACaaapp-p°M 1, an t a:tn3Dw.uI LRTfJ u.ix siLlfANe 9. MOAbCm a nail formed hop dneac"alone for apprord ' � Y a,,,,.R TEXACO NEONIZED LETTER: �MENSIONS 8 SPACING M T•. ea Dalna bta DraeanlDn-: i 10. Details N Chipping aulaw b a submitted For 4Vamed I :T' ye:E` - y^x' lA' q¢.•6• ' I bwco E b PiawC TRANSOR IERS AS SHOWN OR EQUN. - �.I1. •11 ar -le n.N1°n.•°Prwa Tax.. Cunt,FaMYa Paml- - II(----EO{-_ e..u,w a -=c. I�o.°xa°s.I32. G°. KSjW uX 3oinatt Ct? . 1-JaPPLE1/2"di TMRU •plY.mru1 Tom- -�E Co. and p[ojeminp.1Mu I-I/2'did.ab In Exw e. I FASIy1 ITte. W 12 Base m gloss Irandator' halt be stall. y fa•dc EIId.al Mode moat.a IYsh won yam, •urfm m pmerpy. u" 6Y.YfT>) +y"!at $-Ca i0 3E L wi0 i}, 5 iNf(a PLAN VIEW SHOWING TYPICAL CANOPY INSTALLATION ELECTRICAL INFORMATION IF"� a i'ID.•s. I. RE)S•(TYP. in'CpDMHoID3 CQ,DULET'CALrETAxle M I E THREAOEc -. _ OHNIV-30MA-NPF DIA) a' COIWIT PRE NIPItEIIRNN-IEG B! YFGa - (p9KV-bYA-NPF (CO) Vy OROUI MOO 60HC gAYPnpuGTO-ts 8 COW poporrts In a su ed.. uall ffaranr• B^ DNA.SEAL TIGHT FLEX. CONDUIT GTO-IS (ABLE _ LOAD T2 AMPS anOMmaf to coal. fLnneeit w sup.taa,ed InTWEEN LETTERS OR BETWEEN LETTER B TRAtSFORs LET-(ERS O TRAHSFURYfER BO%6 CARRY Ul.LI571N9 LABELS: Musing naaa.: X. C ,oUR ATT,,,,U TO•.CCNDULET BRANSFORMER BOX WITH LIQUID TIGHT, STRAIGHT-I N }INct plea G ploomIted luatic faD. I'bloCY ewMib him t " 'T•}°I"S' LEX.CONDUIT CWNECi0R5.(SUPPLIED BY MFG.1I art,OdO.akCk aM1lminum refUT wTER1.1L I ITN 11. N')rCx Ail'YLIYC: TRANSFURMER BOX W/RIry'X)'%I-fi113Y RED•R/ SIGN1lu •/a e T :ail:.HATS- 44 N3T SET 3. N g cLt 0.- T M - u cn, ! Lra. ruLe:.YDEIX �i-15 M IluOr Cenl r.d am iWing. - s1:. x I 1 / ualT' 112C 11.111 ) 121.Notn.rr •� I/[ '- I. 77,IWad l hey led,rOb MaLrq Attatlxd to- MN Redr114tl , , „-albaX Remraltl•MUYI�Com-pbe ,mN to fp prlmvy wYlp. rz °I e 1 [fv 1 Q� la uem Io[ease commus"ow Coy lie ra. Rp I 1 D -s u v W Woes. X B A r Fors fl ee )Quad I. I I .� 1� ; n, S GPIvrM Y Itl f --lein. O V' Y 1 1 T 1 1 LI :1 1: -MMM Ilum.1 red am1 tubing M).trot",- LOC6.NVT I _ r ` 1 lu'ievaArt 14..a1 IiEEESSFD N v IV?(Al IL atlaued to armorDlY aaY.nfn Nalnq: .Y,�, i Redrilled LM'Ma:Mbm fldlWbm«by aenbM d'p.- b 110 X Pd' PMSMs wdh ne0pea wOMa pi.. am•. TYPICAL SECTION THRU NEONIZED LETTER 9 CANOPY F ua rev a.°�A t far channel of N)M'd. b to4 attachment data CMT nA EW-S AMO p U I}.m t a.. MI'. FaaR-.° g .PoLLED O ES OF• A rr w W(...ve'MIM Plus G pipmemnd plpx,lC lass•.- SCALES 3'•I'-0' I pWbdbY MPG. aITN ALUMINIZED ASPHALT G •ram T e Iv..-a 1 c W - s rx /. n ry t Quad. 1 mow clactlod1.1 Madng. TYPICAL EXPLODED VIEW OF NEONIZED LETTER 3/B-1 with • P. Pvsck o aned,o flat anda. _ .a : mmcned,o• lyane"nl oak 131 „ G[...0 m n M.na ... ....... pa l r with •N% I' by MFG. B •1O did.wpMr iEE DET=0. rpd. � q�C.A GE•NONE .n.........muse fiN massed by MPG. 3/e'dla: -mauntlnp Mbz an predrllled in armorplY.aaUIl(� Al �:.rm s lion.f 1 ln.r... co r -Gnn L7E NOTE. DO NOT SCALE DRAWING. USEOIYEWroM3 9NOWN.Two�� �soX --E--- 1 -� FiLMEAoatb nG CLFedLiceDa0 X 5to .tarn pt a tell bloa - , x oh o TEXACO INC.ate CMs:.to rmo DV b.cF ra to FB X Ited " mI 71t 1 a al 1 Mef Foal apha palmed-0lA ate, / 3/8*dii.. MCtltrp We thru or app Ved. a I/J DE HEA1•.A n 11 IW G n r C° ILL LETTERS A,rz d Tn ,II 1 1 a ell ew tlta to ded Blau Nola N'.a d, 1EDN awr OCfMI ,eu u 2.T a-Io-ea .a.' •' ° ..I r al ...w..a m p. m •"i.nua m.. MPG, /5.l ocal•d b MI I 1 M }GSLE ® nEE pnewwas G n IM r li 1, 'a 1 r Y.Y"' 120 V./S.A amy:I j • MIN 1 n U.t_ IhNnp lobo I Of 5. I V.L.Il.lingiabm 2 of 5. / I m a• + - I/ti CAGIA)b DEIA115. •i"• °1 CNA..o[o S�lw..s lt. T'a:U�Ms�d^g. •' ADDED NEON E \•�.`CJ '`.- C ¢c 7UPT DETAIL GG .p ADDED,E EON.TKAapFORh(BR - a I a ...[ 2 vn I ..PER CuS O.a` q REOOES\' ,:. �ry aFTA'_ laL}TAB 1. IN��uW'IY N wrt �\,aua muSRVCTOw T E a � ` 5 - �fZA��1 L Lar-reo L : � a a � 4 3 � ,.. \, \�\\`\'•\tip\� ��:: �\^ IR M: �\ ...,, r ALI D Drawn by RS I Checked by 7. 12 inch by 18 inch International Symbol of Access sign labeled "STATE DISABLED 17. Remove and replace existing curb and Projc ct Information S Plan i Ian Notes PERMIT REQUIRED", with "VAN ACCESSIBLE" sign below. gutter as required to align to existing. Date 8 i 7 / 96 8. 5 foot by 5 foot by 3 inch wide, white painted perimeter stripe with painted blue field, and 18. Replace settled or cracked curb sections as PROJECT DESCRIPTION: This project consists of alterations and additions to an 1 Dir, white painted International Symbol of Access as shown. Rev. I / 14 / 97 nsions are to face of concrete and wood framing members unless indicated directed. existing one-story wood frame convenience store. otl , rwise. Verity dimensions with existing conditions. 9. 3 it ch wide white painted parking stripes. 19. Overlay asphalt low areas. Slope to drain. OWNER: Del Reisner 2. Sl • e all finish grades away from building to allow natural run-off of water. 14th Street Corporation 3'10. 18 inch wide by 8 foot long white painted stripes spaced at 0" on center. 1312 Commercial Avenue Anacortes, WA 98221 11 . Concrete wheel stops. 3. Loc ate and stake out new construction and utilities. Be responsible for accuracy and (360) 293 - 2197 cor, )ctness of lines, grades, and for establishing location of buried utility lines. 12. See approved Site Plan Drawings for additional requirements. PROJECT ADDRESS: 1312 Commercial Avenue 4. Mc,, ;mum slope not to exceed 1/4 inch per foot in the HCP spaces and along the Anacortes WA 98221 aco,ssible routes of travel to the primary entrance of the building. 13. This space to be shelled-in only at this time. Burger King to provide drawings for future CODES: Uniform Building Code - 1994 5. Provide HCP sign at the primary site entrance showing the International Symbol of improvements showing layout, equipment, mechanical, plumbing, and electrical. UPC, UMC, NEC Access and the direction of travel. 14. Connect all roof and footing drains to 6" diamter ADS tight line to Type 1 catch basin. See Washington State Energy Code approved Site Plan drawings. ADA Accessibility Guidelines 6. TI floor of landings at doors shall be not more 112 inch lower than the threshold of the City Anacortes Zoning Ordinance dC Nay. Landings shall be level except for exterior landings which may slope not to 15. New 6 inch diameter side sewer to new wye at existing sewer line.ex ed 1/4 inch per foot. Landings shall have a width of not less than the width of the 0w�) OCCUPANCY TYPE(S): (M) Convenience Store do . . Landings shall have a length measured in the direction of travel of not less than Paving/Sidewalk Plan. I! 16. See r:) (A•3) Eating Establishment 44 I fiches, except that within the accessible route of travel, the length shall be not less CA(40 Seats) th; 60 inches on the swing side. \\! o OCCUPANCY SEPARATIONS: (M/B) None required �! \_ M CONSTRUCTION TYPE: Type V, 1-Hour N BUILDING HEIGHT: One-story, (12'-8") Cl)16 .00' I4.00' __ 120.00' o BUILDING AREA: Existing Store 1 ,244 SF r R.O.W. ' • i�, � � N Proposed Store Addition 1 ,200 SF Proposed Burger King 1 ,740 SF r Total 4,184 SF EXISTING i H i If r n r u n l COVERED v s 81.011 1 9 0 91.011 91.011 1 9 O } 0 1 9 0 l ISLAND AND ! -- c CANOPY I U 2 O - t+ - -O c O = tV �, > - O Q o ASSUMED I m PROPERTY LINES U m _ U) E ills W � v I C — _ _ r - �1------- -- -- - _ _O o i N (� Q _ ao — ro CC 7N r, - - __ PROPOSED 7 � ,I I _o - - - i N NEW 13' 6 '_�, AiR/' - -/_ CANOPY— --- vV.M.� (E) -- 10 O _ I a SPEAKER �i LANDSCAPING �� (E) q _ j . ROO F _ st. oPOST -Dr �n9 Index MENU OVERHANG o > m AO Si Plan BOARD a 32r 0 ,r EXISTING o - 13 I' _ — _ n r n ISLANDS AND COVERED Proposed Proposed Existing 2 0 to 0 20 0 Pr ; ct Information �I --- - CAN S 3OPY it Burger King Food Mart I� Food Mart + All Floor Plan Building Building Building A2 Foundation Plan Addition Addition (M ) r 2 5�.0"{ 4'0" 6'0"� A3 Roof Framing Plan O RAMP A4 Building Sections ��� HAN DRA ILS� � � - I � _ � _ _�� _ °_ _ � � �•r.-. 7 A5 Extorior Elevations ELEC PAY 12� ', C A6 RoofPl n S '• E)R BONE fi 1 - - -- - - —�- - - -� (D O cr Plan - j PROPOSED Q U T { NEW O O C - -- t- CANOPY - +_ A7 Into for Elevations DIAMOND - 14' ) til PATTERN O0 _ J U ' � 10 TACTILE C.B. - ! SURFACE 'I21, 16� A\ i E w _ ! z 8 , — - _ PROPERTY O LINE 300. 00' �� � A So U NEW 08V — \� �. O FH. (E) W C 3 0 108 KV \ H O 1 a�,La s- A O LANDSCAPING TRANSF _ \ (E) 7 R ANS F/VAULT CONC. SIDEWALK (CONS) S 6 c N 70 _� ; LANNDSCAPING - --- — - vt* O Y 077T� FACE OF CURB � ,C i Site Plan ,— Q j 0 5 10 20 Scale: 1" = 10,-0" 14th Street Projoct 9613 Number CENTERLINE Sheet /A 0 Nurnher �-•� of fh�r`Is �Im LIAJ Drawn by RS Checked by 6. Replacement of existingfinish materials at existingwalls shown unshaded may be First Floor Plan Notes necessary to achieve th requirements of the Rom Finish Schedule. ) Y 12. Provide identifying signs for Toilet Room installed on the latch side of door, centered at 60 inches above finish floor, with international symbol of access, raised character, and Braille. Date 8 i 7 i 96 1 . See Door, Window and Room Finish Schedules for additional requirements. 7. Provide bath exhaust fans (EF) complying with VIAQ S.302. 13. An unobstructed floor space shall be provide in toilet room of sufficient size to inscribe a circle within a diameter of 60 inches. Doors in any position may encroach into this space Rev. 2. Dimensions are to centerline or face of concrete and wood framing members unless 8• Remove existing water closet and lavatory. Terminate and cap all waste, vent and not more than 12 inches. N indicated otherwise. Clear dimensions (CLR) are to face of finished walls. Verify supply lines. dimensions with existing conditions. 14. Ladder to roof to service mechanical equipment (secured). 9. Provide accessible routes of travel to all portions of the building. Maintain 32 inch clear 15. This space ceilings, etc. are not completely shown on these drawings. aisle width in areas serving only employees. Maintain 36 inch wide minimum clear aisle p ce to be shelled-in only at this time. Burger King to provide drawings for future 3. Demolition of specific walls, g width in public areas where tables, furnishings, or other similar obstructions are placed improvements shelving layout, equipment, mechanical, plumbing, and electrical. P Y 9 • Contractor shall be responsible for demolition of all walls, soffits, ceilings, flooring, on one side on the aisle only, and 44 inches when such obstructions are placed on both plumbing, mechanical items, electrical items, etc. as necessary for completion of the sides of the aisle. First Floor Plan RECEIVE work. as guides to location of 10. The floor of landings at doors shall be not more 1/2 inch lower than the threshold of the 0 1 5 10 AUG 1 199b 4. Walls shown as unshaded are existing walls, intended to act g doorway. Landings shall be level except for exterior landings which may slope not to new walls. At contractor's option, any existing interior walls may be demolished and exceed 1/4 inch per foot. Landings shall have a width of not less than the width of the door. M gUILD�NG' DEFT, reconstructed provided services within those walls are restored/replaced in a complete Landings shall have a length measured in the direction of travel of not less than 44 inches, manner within new walls. except that within the accessible route of travel, the length shall be not less than 60 inches Scale: 1/4" = 1'-0" 5. All new walls shown aligned with sections of existing walls shall align in a flush manner on the swing side. with both sides of the existing wall, to form continuous smooth surface, free of visible 11. All doors in the building which have a latch set or lock should have lever-type operating peaks or joints. hardware. o 1n N i \I cm 2�.0" ' N 43'• 6" 301 011 30 . 0" N - - ---- - - --� CO If - t--61 4 cc \ - m AIR/WATER �' r- -�--� o A CO Q 41 2 W m c c Cooler ❑❑ 0 .� E 0 o - � —- - C 0 Urn � Q o � , c N c Proposed Food Mart - 1 0 10 0 3 0 Future Burger King 1 • ! c — = Existing Food Mart - _ 0 � 1 0 0 a15 N _ rh ! - i!' � N , � O 1 11 I 1, 1 11 7 --- . _ O t4 N f4 3 0 I616 30 /� i O -- - - - -- - ' - - 11— 1 11 `---' I --- --- .�- r i S •II• I/2 # 4 •I t g2 �ji L '- o WC 5 S U WC WC LL. t i I m' W iJLU E M4- fwmm I COJ ` j 2.3/4" I " 2.3/4" f 22 5 7/8 10' 6.3/4" 2'0" ! 10'•6 3/4" 6` !0•V2" '�"" 43' 6" I 301- 0" 20'• O" t ( 12 0" rr 73 6 s • � � 32 0 -- ----------- ---- 3 'Al ."NAM , S 0 4'A�F'L t " o :.4 12 . .. `DID — 1 — LEL _ DESCRIPTION PARCEL 'A' LOTS B TO 10 INCLUSIVE, BLOCK 42, "CITY OF ANACORTES', ACCORDING TO THE PLAT 12th STREET RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON. FOUND 2/05/92 LOT 11, BLOCK 42, "CITY OF ANACORTES% ACCORDING TO THE PLAT RECORDED IN S 89'56'34" E 379.64' VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON, TOGETHER (380.DO' PLAT) WITH THAT PORTION OF VACATED ALLEY ADJOINING ON THE NORTH. g g THAT PORTION OF THE ABANDONED RIGHT OF WAY OF THE GREAT NORTHERN RAILWAY COMPANY IN GOVERNMENT LOT 1, SECTION 19, TOWNSHIP 35 NORTH, RANGE 2 EAST, T �— �— 40' 40' W.M., BOUNDED AS FOLLOWS ON THE NORTH BY THE NORTH LINE OF BLOCK . GE*CI 4 OF RECORDS OFESK, ACCORDING TO THE PLAT RECORDED W VOLUME 2 OF PLATS, PACE E RECORDS OF SKAGIT COUNTY, WASHINGTON EXTENDED WESTERLY; ON THE EAST BY THE ' r NORTHEASTERLY LINE OF SAID ABANDONED RIGHT OF WAY; ON THE SOUTH BY THE WESTERLY EXTENSION OF THE SOUTH LINE OF BLOCK 42; ON THE WEST BY THE o g I m g SOUTHWESTERLY LINE OF SAID ABANDONED RIGHT OF WAY AND THE EAST LINE OF "0" 00 vi o 0 AVENUE, EXCEPT THAT PORTION LYING BETWEEN THE EXTENDED NORTH AND SOUTH LINES 3 OF THE ALLEY THROUGH SAID BLOCK 42. LLI \ I I I N W I (SOURCE OF LEGAL DESCRIPTION: WARRANTY DEED UNDER A.F. NO. 786430). PARCEL 'B" zLjj LOTS 12, 13, 14, AND 15, BLOCK 42, "CITY OF ANACORTES" ACCORDING TO THE PLAT \Zw �I n"NI , Al RECORDED IN VOLUME 2 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, WASHINGTON. Q TOGETHER WITH THAT PORTION OF THE VACATED ALLEY ADJOINING, WIiICH, UPON J VACATING, ATTACHED TO SAID PREMISES BY OPERATION OF LAW. Q (SOURCE OF LEGAL DESCRIPTION: SPECIAL WARRANTY DEED UNDER A.F. NO. 752030). 1511, li 11 12 13 14 15 16 LEGEND � '�-���"� _ "�^. o W 0 50 100 OI ol\ I ( z • - DENOTES 1/2" REBAR WITH YELLOW CAP MARKED "SKODJE 19645", SET. 0 \ I Q - DENOTES TACK IN CONCRETE IN CASE, FOUND. DENOTES EXISTING ASPHALT EDGE. g NOTES o a 13th STREET 1. THIS SURVEY WAS PERFORMED IN THE FlEL.D USING A LIETZ SET 4A INT. FALLS IN S.S. _ _ _ _ _ — FOUND 2/05/92 ELECTRONIC DISTANCE MEASURING THEODOLITE. MANHOLE, FOUR - __ \ S 89'56'34" E 379.71' - " STRADDLE PUNCH \ \ (380.00' PLAT) 2. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT MARKS IN RIM TITLE REPORT. THIS SURVEY DOES NOT PURPORT TO SHOW ALL (2/18/92) g g EASEMENTS, RESTRICTIONS, RESERVATIONS PROVISIONS, COVENANTS, BK.453 PG.9 \ 149.85' 149.85' OR CONDITIONS MMICH MAY AFFECT THE PARCELS SHOWN HEREON. 3. BASIS OF BEARING: PER SURVEY RECORDED IN BOOK 12 OF SURVEYS PAGE i 8 I I I I I i 124, RECORDS OF SKAGIT COUNTY, WASHINGTON, THE BEARING FROM FOUND MONUMENT AT COMMERCIAL AVE. AND 14TH STREET INTERSECTION TO FOUND MONUMENT AT COMMERCIAL AVE. AND 13TH STREET INTERSECTION IS \9m 7 W I NORTH 0'04'29' EAST. �a t o I I I I 8I \Zo 1 6 0 �\' 1 4 1 3 1 2 1 1 $ o OCCUPATIONAL INDICATORS NOTE: co o I THIS SURVEY HAS DEPICTED EXSTING OCCUPATION LINES IN ACCORDANCE WITH C " ^ " z J ^I W.A.C. CH. 332.130. THESE OCCUPATIONAL INDICATORS MAY INDICATE A nl\�Ll. n I I I I N , POTENTIAL FOR CLAIMS OF UN`MiITTEN TITLE OWNERSHIP. THE LEGAL RESOLUTION OF OWNERSHIP BASED UPON UNWRITTEN TITLE CLAIMS HAS NOT BEEN RESOLVED BY THIS 3OUNDARY SURVEY. S 89 56'34" E SEE ,� J`��'•� ��G Li �I I<' n7 GONpi� DETAIL Li ay L L.VvI \ `ram '-, M N', Z YI� Sol F�'...��.I .r� e 'T L ? 0 4\ �1% 90 I 1 ro o j ? z 9 cy� 11 12 I 13 I 14 I 15 o z I ,S.4' 50 p� I I I S89'56'34"E 0'4 40' 40' 110 v ; 40' 40' G R 1 CONCRETE if \ 299.64' ISLAND N 14th STREET 19 z _ FOUND 2/05/92 FOUND 1/2" REBAR WITH - S 89'S6'34" E 379.64' YELLOW CAP MARKED (380.00' PLAT) DETAIL "LEONARD 8992' 0 b (2/05/92) NOT TO SCALE I� VICINITY MAP SECTION 19, TWP. 35 N., RGE. 2 E., W.M. SURVEYOR'S CERTIFICATE AUDITOR'S CERTIFICATE / RECORD OF SURVEY THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY APE v+nss�0 FILED F R RECORD THIS DAY OF /. u�i�_ FOR ILL COPY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE �,, oF Ni4 ..0 19 AT M. IN BOOK � — AXTHELM & SWETT REQUIREMENTS OF THE SURVEY RECORDING ACT, AT THE �• ^`" OF SURVEYS AT PAGE D AT THE REQUEST OF REQUEST OF c LEONARD, gO-UDINOT AND SK JE INC. UNDER AUDITOR'S FILE IN A PORTION OF BLOCK 42 OF THE PLAT OF "THE CITY OF ANACORTES" NUMBER Y�d6[2,ZpOSD AND A PORTION OF THE N.W. 1/4 OF SECTION 19, TWP. 35 N., TWP. 2 E., W.M. TE?``�' •r ANAL LANOS DO Br MAL DATE 4/22/06 LEONARD* BOUDINOT and SKODJE. INC, SCALEI T•-60' c !1 7r*� CIVIL ENGINEERS AND LAND SURVEYORS CERTIFICATE NO. 19645 DATE 5�?7��7 FxPIREs /� AUDUOR SK IT COUNTY FIELD BOOK; 527 PC. 71 603 SOUTH FIRST ST., MOUNT VERNON, WA 98273 360 336-5751 10B �� 9808�