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HomeMy WebLinkAboutPermit File 1609 R Avenue (2) tie I [a 1.11ft , - f a ----___—____-_-_#--- \ /„ a I L) z i 6 o g ii., 1 , /. hii 11.\\a ,_ N.\ Wall.11.1........e. 1 0. / --"r' NIL ,^0 ,„� 1 1, . , k i as , ,, i, 0 , A J 11. 4 ‘,„ .,„ siSia, 0 .,. a, k _ (r I essellint‘ W all> ,, . . c. ) 1 ` ni / 0 t , 0 ICE -_ - 0 I ) _,C r I i ® U i , ri ( \Z:17.1 a ILO ------ i 0 -`-‘, j . ki c a r 7 U 7 n � � i 7- ..?,. \? . o ,- • -1.. z \.. IN _ . ' 11/401/4mej •. ro.v 1 37 . — - —- - — _ - T 11 1 V litjb I -Cit. /thiss 1 ' jil ( CS . rE 4t / i — % .,/ V ., C 1 lellik Eras A , _ i dr / , %3/48q3c � °�* som ., , • ' 1 =, II i i 410 I !IL/ A S ., o . Additions to Existing Structures: VP assumes no liability for snow accumulation loads that may be imposed on existing structures Independent Mezzanines: due to the proximity of this building. Independent mezzanines must be designed by a qualified professional engineer to meet all code Bracing: requirements. The engineer must also ensure that proper isolation from the VP building has been provided to avoid impact due to differential movement. VP accepts no responsibility for the design All rod bracing shall be tensioned so that minimal sag exists after all building elements have of independent mezzanines. been installed. Parapets: Bracing for seismic or wind loading of suspended objects that are not part of the VP structure must be designed by a qualified professional engineer. The design must meet code requirements Buildings with parapet walls and internal gutters must be furnished with rainwater overflow and safely deliver the lateral loads to one of the VP primary bracing systems. In addition, the mechanisms (such as scuppers) to prevent the accumulation of water in the event of a gutter bracing must be designed and erected in a manner that will not impose torsional or minor axis blockage. It is the responsibility of the contractor to make sure that the scuppers are of the loads, or cause local failures in any VP structural components. No material may be cut, drilled, appropriate size, quantity, location, and design to prevent water accumulation on the roof. Failure or otherwise removed from any part of this VP building without the consent of VP. The engineer to do so can result in building collapse. VP accepts no responsibility for the design and (CAN / CANNOT) rely on the VP roof deck to act as a diaphragm. VP accepts no responsibility for installation of overflow mechanisms. the design and installation of bracing for objects that are not furnished or specified by VP. PANELS NBVP: Field Modifications: IMPORTANT NOTE REGARDING PANELS NBVP: Do not field cut, drill, or otherwise remove material from any VP building components unless VARCO PRUDEN'S ROOF AND WALL PANELS PERFORM TWO VERY IMPORTANT STRUCTURAL specifically instructed to do so on these VP drawings or with the advance written consent of VP. FUNCTIONS. 1) THEY DELIVER LOADS TO THE SECONDARY MEMBERS (PURLINS & GIRTS). ROOF AND WALL All field welding shall be done in compliance with AWS procedures by welders qualified to PANELS AND THEIR CONNECTIONS MUST HAVE THE STRENGTH AND STIFFNESS TO RESIST perform the weld as directed by the associated welding procedure specification (WPS). A WPS shall ALL CODE PRESCRIBED ENVIRONMENTAL LOADS. WALL PANELS ARE ALSO REQUIRED TO be prepared by the contractor for each welding variation specified, as required by code. Unless TRANSMIT THE WEIGHT OF VP SECONDARY MEMBERS, WINDOWS, LOUVERS AND OTHER noted otherwise, use E70XX electrodes. The contractor shall provide for any code specified special EQUIPMENT TO THE FOUNDATION. inspections. 2) THEY CONTRIBUTE TO THE STRENGTH OF THE SECONDARY MEMBERS BY PROVIDING RESTRAINT AGAINST ROLL, SAG, LATERAL ELASTIC BUCKLING ETC.. ROOF AND WALL PANELS Framed Openings: AND THEIR ATTACHMENTS MUST HAVE THE STRENGTH AND STIFFNESS TO PROVIDE THE Continuous gins and purlins must not be cut without the advance written consent of VP. This NECESSARY SUPPORT TO THE SECONDARY FRAMING MEMBERS. includes but is not limited to cuts made for installation of field located framed openings for doors, VP BUILDINGS, INC. REQUIRES DOCUMENTATION THAT CLADDING PRODUCTS BY OTHERS ARE louvers, windows, mechanical systems, and similar devices. ABLE TO PERFORM THESE FUNCTIONS EQUALLYAS WELL AS THE VP PRODUCTS. FOR "THROUGH FASTENED" PRODUCTS THIS REQUIREMENT MAY BE SATISFIED BY PROVIDING DOCUMENTATION Masonry: THAT THE PANELS MEET THE FOLLOWING REQUIREMENTS: All fasteners and sealant for counter flashing of masonry or concrete is not by VP. A. PANELS ARE STEEL WITH MIN COATED THICKNESS OF 0.019 IN. B. MINIMUM RIB DEPTH = 1 IN. The engineer responsible for the design of the masonry wall is also responsible for ensuring C. MAXIMUM RIB SPACING = 12 IN. that the design of the wall (including its base detail) is compatible with the deflection criteria for D. IX = 0.0332 IN4/FT (MIN). this building. VP accepts no responsibility for the design of masonry walls. E. SX(+) = 0.0367 IN3/FT (MIN). F. SX(-) = 0.0454 IN3/FT (MIN). The VP eave purlins and rake channels are not designed to support lateral loads from masonry G. DIAPHRAGM WORKING STRENGTH = 143 PLF (MIN). or other walls not by VP. Walls not by VP must not be attached to VP eave purlins or rake H. DIAPHRAGM STIFFNESS (G') = 13.2 KIPS/IN (MIN). beams, other support material must be included. 1. FASTENERS ARE #12 SELF DRILLING OR SELF TAPPING SHEET METAL SCREWS SPACED AT 12 IP,I 0/C MAX. CONCEALED FASTENER PRODUCTS (STANDING SEAM) AND THROUGH FASTENED PANELS NOT MEETING THE ABOVE MUST BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AISI = ;_:_ SPECIFICATION. • * - . { B O , I a - ' ' tia�P , r �� ---"70NAI,f ` ���N � 1 . ., ._________ EXPIRES 05/07/: l VP REF. PERMIT SET- For Building Dept , Approval THE VP ENGINEER'S SEAT APPLIES -- THIS DRAWING,INCLUDING THE INFORMATION HEREON, Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 Erection Notes DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND Y p REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 5.00, Uplift 0.00 psf SHALL NOT BE MODIFIED REPRODUCED OR USED FOR THE VP ENGINEER'S SF. 1 DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOB S Wind Speed: B0.00 mph APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION NOT APPLY TO THE PERFORMANCE ALAN N. PERKES CONST. OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C - CUSTOMER CA0112902-01_ OR COMPONENT FURNISHED BY VP ROOF Snow: 25.00 psf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DATE RESPONSIBLE FOR ACCURATE.GOOD QUALITY WORKMANSHIP 2/15/01 EXCEPT TO ANY DESIGN OR PER- LOCATION IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS FORMANCE REQUIREMENTS Snow Exposure Category: 3 DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington P 0�f DING♦ DRAWWGHECK SPECIFIED BY VP. Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES, PROJECT ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB AND INDUSTRY STANDARDS PERTAINING TO PROPER . Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY NTS BUILDER'S RCM, VPC VERSION: 2. PAGE fL j BRACING. 6a 2/15/2001 9:37: 19 FILENAME:CAO112902-D1OE1 .vpc ----:. - . T ilarT-<\AVVING RELEASE HISTORY TYPE DATE C cG cO� TES PER SET- For Building Dept . Approval 2/15/01 Submittal Drawings I. ' ���� " �� S� ®� 6�ll�l��l MIT it .. , STRUCTURAL STEEL PLATE A529 OR A572 OR A570 OR A607 GRADE 50 COLD FORMED LIGHT GAGE SHAPES A570 OR A607 GRADE 55 BRACE RODS A572 GRADE 65, UNLESS NOTED HOT ROLLED MILL SHAPES A36 OR A572 FY= 36 KSI OR GRADE 50 ROOF AND WALL SHEETS A653 OR A792 GRADE 50 BOLTS A307 AND A325 A325, UNLESS NOTED D - 14 ., _k: G 2. STRUCTURAL PRIr, ER VARCO-PRUDEN SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VP BUILDINGS COLOR BRONZE. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. • 3. A325 BOLT I ACH ENING REQ MEGvI EN S ALL HIGH STRENGTH BOLTED CONNECTIONS EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS AND DETAILS ARE SUBJECT TO AXIAL TENSION AND OR SLIP CRITICAL. AS SUCH THE BOLTS MUST BE FULLY PRE-TENSIONED AND II . A;r, �J INSPECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC/RCSC " SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS"AND THE APPLICABLE BUILDING CODE. WASHERS ARE NOT REQUIRED WHEN THE 'TURN-OF-NUT"TIGHTENING PROCEDURE IS USED. IF OTHER BOLT TIGHTENING PROCEDURES ARE USED, DRAWING Q L_ PAGESCA-e-C115 E d..5 32,- LONGER BOLTS AND WASHERS AS REQUIRED BY THE SPECIFICATION WILL BE REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE PROPER BOLT TIGHTNESS. C(e' -er Sheet ' TO Anchor Bolt Plan ( L',B) - T!-- 4. � I� CONTRACTOR G�S� �[ra0 e 0 S Primary Structural (PS) VP BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE -1 � CONTRACT DOCUMENTS, VP BUILDINGS DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND Secondary Structural (SS) _ TOLERANCES WILL GOVERN THE WORK. (A VP BUILDINGS SPECIFICATION BOOKLET IS AVAILABLE UPON REQUEST) 65 IN CASE OF DISCREPANCIES BETWEEN VP BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, Covering (C, I. -/ -it VP BUILDINGS PLANS SHALL GOVERN. ������ �'r9lrilQ� ���� IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES,AS REQUIRED. Standard Erection DetailsSED - 4 APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER /CONTRACTOR'S ACCEPTANCE OF THE i� VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. Adeli�= ONCE THE BUILDER/CONTRACTOR OR A/E FIRM HAS SIGNED VP BUILDINGS APPROVAL PACKAGE, CHANGES /4�� FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER/CONTRACTOR FOR MATERIAL, ENGINEERING,AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE, AS LONG AS VP BUILDINGS DESIGN AND mr`'` `71 DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER/CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ,immi"�M_� / / I / ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE �� ��� TO BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR NE FIRM. UNLESS SPECIFIC / W DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE AMMENI-�� V PURCHASE ORDER,VP BUILDINGS ASSUMPTIONS WILL GOVERN. -m`r `�� , / THE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PR OJECT ROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING 71 SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VP BUILDINGS BUILDING DOES NOT IMPLY OR i� /1 CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. / /1 THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH VP BUILDINGS "FOR CONSTRUCTION" DRAWINGS. /./ TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY i OF THE ERECTOR TO DETERMINE, FURNISH,AND INSTALL. z/ v r MTH Ti 'E FOLLOMNG CERT F[C i'T KaNS: , �" / I ICBO FA-240 " - g ASS Lrij"---1"// ISO 9001 CERTIFIED / CITY OF LOS ANGELES TYPE 1 FABRICATOR �' / CITY OF SEATTLE 7 r CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION -, ' it' n-is`` ' t ._ ih A -,44.- . VA t 'tr.' C) 1 / 1 -,,. ,i3O ‘,., / A..,. _.,.,, ,,,ii -----------------„tY ,, ' MA 0 2 2ric , --- EXPIRES 05 07/ Ail VP Buildings, Inc 3200 Players Club Circle Memphis TN 38125 DEPT G THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP Building Coo 97UBC THIS DRAWING INCLUDING THE INFORMATION HEREON, �ywu�- Live Load: 1Lcible) 20.00 psf REMAINS THE�ROPELYFOREPBUILDINGS. a - COVER SHEET /� I AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THEPUnw�, BigL Coll. Load:Gravity 5.00, Uplift 0.00 pSf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING o �° DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND BUILDER JOB# VP GINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN Wind Speed: 80.00 mph ALAN N. PERKES CONST. OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO PSHALL NOT 8E MODIFIED,REPRODUCED OR USED FOR i ti CA0112902-01 ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN I GUSTOMEN, Wind Exposure: C APPROVAL OF VP BUILDINGS. / DATE ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Roof Snow: 25.00 psf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY -\O 2/15/01 Snow Exposure Category: 3 RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP —1'1PtcNS°� LOCATION71 ANACORTES, Washington P BUILDINGS. DRAWN/CHECK Seismic: Zone 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS INCAWING,DETAILS REFERENCED IN THIS DRAWING, VP BUILDINGS, 1 V . PROJECT VARCD PRUDEN Building Use:Standard OccupanciesJLB GB ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANACORTES HEALTH CLUB AND INDUSTRY STANDARDS PERTAINING TO PROPER PAGE ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY AlSC CATG. MB CERTIFIED BUILDERS PO# VPC VERSION. 2.5 1 FILENAME- 411 fill) 11111 4 0 6 Q 4 $ t I I t $ D1 D5 D5 D5 D5 D5 D1 . • I I I I I I I I I I I I I I , - I I I I I I I oI I o I I I I I I 1 N I I I I I Ito O N I I PI I I I I I CO I I I I I I I I I I D3 I I I I I I Pa \ * I I I I eh N. I I i D3 I I I I I I i ID _ .. I I I I I I I a \ r5 a a a 01 of D6 D6 D6 D6 D6 0 _in CY) I I I I I I I CO r` N N I I I I I I I I I I I I I I I I I I I I D2 ' Q \ I I I I • '4M \ I I I I I I D2 , I I I I I I o I I I- I I I I I I I I I I I I I I I I I 0 o I I I I I I I tO I I I I I I I N N I I I I I I I ie.:- \ N rr - amh 'D1 D4 D4 D5 D5t { z D4 D1 - . . �, •11 l � _0 �� / • ' ,f ` iS : . `. +�71' I- pia10 2 ' -10 " Nliti- x �,. 9 3 ' - 4 " P;sv 8 1 ' -7 0� r 25 -0 " 25 ' - 0 " . x. � 25 � _O " 25 � _ 0 �, 25 , _ O " 25 � _ O " , f.•, -at..< 7 / " v�' 6 4 ' -7 0 / 15 0 ' -0 " , / r '. �IS'1' g�G 350 c w 40. sir NA E 5 1 - 6 " APT � ;fF -; _ �. - 4 3 ' -0 " 3 2 ' -0 " ANCHOR BOLT PLAN .in 2 2 " n b EXPIRPS 05/0 _ ! . _, 1 1 ' - 3 " b Dimension Key PERMIT SET- For Building Dept . Approval Finished Floor Elevation = 100' -0" (Unless Noted Otherwise) THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1 . CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. ONLY TO THE WORK PRODUCT OF TO BE FURNISHED BY OTHERS VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20 . 00 pSf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 ANCHOR BOLT PLAN REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND y p 2 . ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION Coll . Load: Gravity 5 . 00, Uplift 0. 00 psf SHALL NOT BE MODIFIED REPRODUCED OR USED FOR THE VP ENGINEER'5 SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN PER AISC SPECIFICATIONS (FY = 36 KSI) . ANCHOR BOLT LENGTH, EFFECTS NOT APPLY TO THE PERFORMANCE Wind Speed: 80. 00 mph APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDERALAN N. PERKES CONST. Joe# OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C CUSTOMER CA0112902-01 FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS . OR COMPONENT FURNISHED BY VP Roof Snow: 25. 00 sf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DATE EXCEPT TO ANY DESIGN OR PER- p RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMANSHIP 3 . DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. FORMANCE REQUIREMENTS Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/01 9 . FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH . ANCHOR BOLTS MUST BE SPECIFIED BY VP. Seismic: Zone 3 ALLAPPLIC�ABLEIVPERECTIONGUUIDESHlSDRAwING. ANACORTES, Washington P : 1 . DRAWN/CHECK PROJECT AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Building Use:Standard Occupancies ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'SPOi VPCVERSION 2 5 PAGES � 1 BRACING NTS 2/15/2001 9 : 30 : 06 FILENAME:CA0112902-010El .vpc 1 - 0 1 ' - 0" I - - 0„ J 305mm1. 305mm 305mm E I E - E \ E of E CD I o E a l u; �7 N Lo N t.r) \ E CD ` E E ON - ± - .' 0 / I d" NO ,, G E ', ,' r. L, E N E N 4- 4- n \ N E 4 4 " CO CV N 2 1 /2 " 2 1 /2 " 102mm �' 102mm 2 I /2 " 2 1 /2 " 64mm 64mm 64mm 64mm 2 1 /2 ' 1. 2 1 /2 " FL L F 64mm 64mm FL D1 ( 2 ) 3 /4 " Dia . A36 A. Bolts D2 ( 2 ) 3 /4 " Dia . A36 A . Bolts D3 ( 2 ) 3 /4 " Dia . A36 A . Bolts D4 ( 2 ) 3 /4 " Dia . A36 A . Bolts D5 ( 4 ) 3 /4 " Dia . A36 A . Bolts Plate W=8 " L=8 " Plate W=8 " L=10 " Plate W=8 " L=8 " Plate W=8 " L=8 " Plate W=8 " L=1 ' -1 " Elevation=100 ' -0 " Elevation-100 ' -0 " Elevation=100 ' -0 " Elevation=100 ' -0 " Elevations100 ' -0" 1 /2 " ( 13mm) DIAMETER 2 1 /2 " ( 64mm) CONCRETE ANCHORS S PROJECTION (U .O. N .) (NOT BY VP) �, I B o BOTTOM OF COLUMN _ 1 VARIES co 'ea BASE PLATE ELEV. ► E r - v 4- a I BOTTOIv1 GF E �' Dim . X = > • — ` ' . COLUMN CL 5 - 1- -- 0 I BASE PLATE z I- I 1 ___ w / v` 2 Dim. -J O I I a4- 4- \ 1 1 /4" HOPENING WIDTH 1 1 /4" n- 32mm 32mm 2 1 /2 " 2 1 /2 " STD = 1 /2 " ( 13mm) NOTE: 1 " (25mm ) PROJECTION ABOVE ,.. 64mm 64mm FLUSH = 0" (Omm ) S FL BOTTOM OF JAMB CLIP • TYPICAL ANCHOR TYPICAL COLUMN BOLT PROJECTION FRAvIED OPENING DETAIL BASE PLATE DETAIL D6 ( 4 ) 3 /4 " Dia . A36 A . Bolts Plate W=8 " L=10 " , X=3 3 /4 " Elevation=99 ' -6" - � Y 4 � ik ' y l 'An e :,:jt s. I-, .o 35033 t o �sTER . iV • .S'sx�rdAL��� EXPIRES 05/07/49 ( 4 • • PERMIT SET- For Building Dept . Approval Finished Floor Elevation = 100' -0" (Unless Noted Otherwise) THE VP ENGINEER'S SEAL APPLIES THIS DRAWING,INCLUDING THE INFORMATION HEREON, 1 . CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE ONLY TO THE WORK PRODUCT OF Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. TO BE FURNISHED BY OTHERS VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20. 00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 ANCHOR BOLT PLAN - DETAILS D2 . ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION REQUIREMENTS SPECIFIED BY VP. Coll . Load: Gravity5. 00, Uplift 0 . 00 SHALL NOT IN THE MODIFIEDEICABLEPURCDORUHASE ORDERORD Y P THE VP ENGINEER'S SEAL DOES P psf SHALL NOT BE POSE WITHOUT PRIOR RI USED FOR PER AISC SPECIFICATIONS (FY = 36 KSI) . ANCHOR BOLT LENGTH, EFFECTS Wind Speed: 80 . 00 mph ANY OTHER PURPOSEWIrHOUTPRIORWRITTEN BUILDER NOT APPLY TO THE PERFORMANCE PAPPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION JOB# OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C ALAN N. PERKES CONST. CA0112902-01 FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS . OR COMPONENT FURNISHED BY VP Roof Snow: 25. 00 psf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER EXCEPT TO ANY DESIGN OR PER RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP DATE 3 . DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS . FORMANCE REQUIREMENTS Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/O1 SPECIFIED BY VP. DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington 4 . FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE Seismic: Zone 3 ALL APPLIOABLEVP ERECTION GUIDES, PROJECT P La DRAWN/CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARGO-PRUDEN JLB GB ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Building Use:Standard Occupancies ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# PAGE �I BRACING. NTS VPC VERSION: 2 . 5 1 6 - 2 2/15/2001 9 : 30: 08 FILENAME CA0112902-OlOE1 .vpc l flFrame Member Schedule ()A325 Bolt Connection & Plate Schedule Frame Clearances Part Mem. Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz . Clearance between members 1 (CX001) and 8 (CX002 ) : 71 ' -3" CX001 1 5" . 1345 . 1345 7" 11" 24 ' -7 15/16" Dia . Length Thick. Out In Bolt Vert . Clearance at member 1 (CX001) : 23 ' -9" RBX001 2 5" . 1345 . 1345 9" 9" 14 ' -8 1/2" A 4 3/4 " 2" 3/8 " 1 1 Vert . Clearance at member 8 (CX002 ) : 11 ' -0 3/8" RBX002 3 5" . 1345 . 1644 9" 1 ' -4" 20 ' -0" B 6 3/4 " 2" 3/8" 1 2 Vert . Clearance at member 9 (EPX001 ) : 19 ' -1 7/16" 4 5" . 1345 . 1644 1 ' -4 " 9" C 6 3/4" 2" 1/2" 2 1 Vert . Clearance at member 10 (EPX002) : 15 ' -0 1/8" RBX003 5 5" . 1345 . 1345 9" 1 ' -7 " 23 ' -3 13/16" D 4 1/2" 1 1/2" 3/8 " 1 1 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 6 5" . 1345 . 1345 1 ' -7" 1 ' -7" RBX004 7 5" . 1875 . 1345 1 ' -7" 1 ' -7" 16 ' -4 1/16" CX002 8 5" . 1875 . 1345 7" 1 ' -5" 11 ' -0 3/8" EPX001 9 5" . 1345 . 1345 9" 9" 19 ' -1 11/16" EPX002 10 5" . 1345 . 1345 7" 7" 15 ' -0 9/16" el A * .,UE.L� l'-.-. ' ' t # ./ ,,,r.-7-,,,,,i, .. A• L 6 '`0 7j. 4,/ '• 7 3.1 33 q .' P,k . 13 @ 5 ► 0 0:12 }r Or{, G- TE -0 - r; ` ` SiONAL V r,. ,; U `n 0 * • [-- 1 w o • EXPIRES 05/07/0 EGC12r1:1 CO l w O CI ED N N o 71 RBX001 / _ 4 Cf N —'t— FB2054 — — w o o C I RBx0a2 It(2) FB20 - - -- NI o 0 - - - _ wLn LtoNfcl v, o R$x003 illftY,1 - - , ______ NNGC4 �o� � C*aNUCD �T.' [�l0 ! ~ ~FB2050 0 50 .N-+ RBXpo I d, N 1-1 - U 1-1 U i m o I O CD I 0 VD I X 1 LI) I a, N w o In ---.1,,--- r X + —iFB2074 ° o w _ 1 w a - MI M I.) , FB2050 - —n --1..,— I \ \ 1 0 • ti 9 3 1/4" El- 111- 8 2 @ 4 ' -9 7/8" t t / 26 ' -0" 23 ' -0" 26 ' -0" r 7 1 ' -1 7/16" 6 10" / 75 ' -0" / 5 3 ' -6" 4 3 ' -8 3/4" , FRAME CROSS SECTION AT FRAME LINE ( S ) 1 3 3 ' -5 1/4 " 2 4 ' -0" 1 8 1/2" Dimension Key PERMIT SET- For Building Dept . Approval VP REF., Shape Name = AHCLUB REVISION2 along Wall 4, Frame 1 THIS DRAWING,INCLUDING THE INFORMATION HEREON, 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc.THE OF AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. VPNLY ANDTO DESIGNWORK AND PERFOCPlayers PERFORMANCE PRODUCT Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE (S) 1 DESCRIBED IN THE APPLICABLE PURCHASE ORDER ANDP SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 5.00, Uplift 0.00 psf SHALL NOTBEMODIFIED REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER JOB# NOT APPLY TO THE PERFORMANCE Wind Speed: 80.00 mph APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION ALAN N. PERKES CONST. OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C - CUSTOMER CA0112902-01 OR COMPONENT FURNISHED BY VI' Roof Snow: 2 5.00 psf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DATE RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP 2/15/01 EXCEPT TO ANY DESIGN OR PER- LOCATION IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS FORMANCE REQUIREMENTS Snow Exposure Category: 3 DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington P C�l�� \ DRAWN/CHECK SPECIFIED BY VP. Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES, PROJECT ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB AND INDUSTRY STANDARDS PERTAINING TO PROPER � Building Use:Standard Occupancies BRACING.ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY NTS tJ BUILDER'S PO# VPC VERSION: 2 5 PAGE 1 2/15/2001 9:30:10 FILENAME-CA0112902-010El.vpc JFrame Member Schedule (I)A325 Bolt Connection & Plate Schedule Frame Clearances Part Mem. Width Thick. Webthk Depthl Depth2 Approx . Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz . Clearance between members 1 (CX003) and 8 (CX004 ) : 70 ' -0" CX003 1 5" . 1875 . 1345 7" 1 ' -9" 24 ' -7 15/16" Dia . Length Thick , Out In Bolt Vert . Clearance at member 1 (CX003) : 23 ' -1 1/4 " RBX005 2 5" . 1875 . 1345 1 ' -3" 1 ' -5" 28 ' -0 11/16" A 6 3/4" 2" 1/2" 2 1 Vert . Clearance at member 8 (CX004 ) : 10 ' -10 3/16" 3 5" . 2500 . 1345 1 ' -5" 1 ' -5" B 4 3/4" 2" 3/8" 1 1 Vert . Clearance at member 9 (TCX001 ) : 15 ' -10 1/4" RBX006 4 5" . 3125 . 1875 1 ' -5" 2 ' -3" 20 ' -0" C 12 3/4" 2" 1/2" 4 2 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 5 5" . 3750 . 1644 2 ' -3" 1 ' -6" D 4 1/2" 1 1/2" 3/8" 1 1 RBX007 6 5" . 2500 . 1345 1 ' -6" 1 ' -10" 23 ' -2 9/16" 7 5" . 2500 . 1644 1 ' -10" 1 ' -10" CX004 8 5" . 2500 . 1345 1 ' -0" 1 ' -10" 12 ' -4 13/16" TCX001 9 TS 5" x 5" x 3/16" 5" 5" 16 ' -4 11/16" 411 A :, ..!'-:°' , ': 1 , -±4- N4 :. �� fAS, ' . 40 '� Ate :_ D 0 7/16n ir,- -,- ,.41' 44/ . - - 13 @ 5 , 2. 00p: 12 . , _ nn r +` �4T. ► 4 135033 4, ; pa CD ly N EGC12ED I o � � w a o a /07/o EXPIRES 05 • (2) FB2110 RBX005 o M IMI MI W ill O O �_ ` N O l �' O LU ' 44 O CO � � � � N O O 0 tailliair CO �1'006 ro al O N M � �� U L*a CO N to I w NUu a U I RBXO FB2080+ '� 0 07 'aiiiiilic)-1:1 T CV x , o U CO LO- Ln a) r-I 1 .-1 CD rn CD LU �' X 4' —� (2) FB2104 ), o o © "' CD ED ED 99 ' -6" 9 3 1/4 " j, 8 2 @ 4 ' -9 7/8 " 7 1 ' -1 7/16" / 40 ' -0" 351 _0" / 6 10" 5 3 ' -6" ' 75 ' -0" r 4 3 ' -8 3/4" FRAME CROSS SECTION AT FRAME LINE ( S ) 2 3 3 ' -5 1/4 " 2 4 ' -0" . 1 8 1/2" Dimension Key PERMIT SET- For Building Dept . Approval VP REF., Shape Name = AHCLUB REVISION2 along Wall 4, Frame 2 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, THE VP ENGINEER'S SEAL APPLIES THIS DRAWING,INCLUDING THE INFORMATION HEREON, Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. ONLY TO THE WORK PRODUCT OF g AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle MemphisTN 38125 FRAME CROSS SECTION AT FRAME LINE S 2 REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND Y ( ) SEE JOB DETAILS FOR BOLT LENGTHS. Coll. Load:Gravity 5.00, Uplift 0.00 psf SHALL NOT BE MODIFIED REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES Wind Speed: 80.00 mph ANY OTHER PURPOSE WI'THOUT PRIOR WRITTEN BUILDER NOT APPLY TO THE PERFORMANCE p p APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION JOB it OR DESIGN OF ANY OTHER PRODUCT Wind EX osure: C ALAN N. PERKES CONST. p CUSTOMER - CA0112902-01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY EXCEPT TO ANY DESIGN OR PER ROOF Snow: 25.00 psf RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP DATE FORMANCE REQUIREMENTS Snow EX OSUre Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/O1 p g y DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington SPECIFIED BY VP. Seismic: Zone 3 ALL APPUCABLE VP ERECTION GUIDES, PROJECT - P %1 DRAWN/CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S POP PAGE BRACING. NTS VPC VERSION: 2.5 �5 2/15/2001 9:30:13 FILENAME:CA0112902-010El.vpc Frame Member Schedule ,^)A325 Bolt Connection & Plate Schedule Frame Clearances Part Mem. Width Thick . Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz . Clearance between members 1 (CX003) and 8 (CX005 ) : 69 ' -11" CX003 1 5" . 1875 . 1345 7" 1 ' -9" 24 ' -7 15/16" Dia. Length Thick. Out In Bolt Vert . Clearance at member 1 (CX003) : 23 ' -1 1/4 " RBX005 2 5" . 1875 . 1345 l ' -3" l ' -5" 28 ' -0 11/16" A 6 3/4" 2" 1/2" 2 1 Vert. Clearance at member 8 (CX005) : 10 ' -9 5/16" 3 5" . 2500 . 1345 1 ' -5" 1 ' -5" B 4 3/4 " 2" 3/8" 1 1 Vert . Clearance at member 9 (TCX002) : 15 ' -9 1/4 " RBX008 4 5" . 3750 . 1345 l ' -5" 2 ' -4" 20 ' -0" C 12 3/4" 2" 1/2" 4 2 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 5 5" . 3750 . 1644 2 ' -4 " 1 ' -7" D 4 1/2" 1 1/2" 3/8" 1 1 RBX009 6 5" . 2500 . 1345 1 ° -7 " l ' -11" 23 ' -1 11/16" 7 5" . 3125 . 1345 1 ' -11" 1 ' -11" CX005 8 5" . 2500 . 1345 1 ' -0" 1 ' -11" 12 ' -4 13/16" TCX002 9 TS 5" x 5" x 3/16" 5" 5" 16 ' -3 11/16" QA ,;„...:„,.. " I 76 ' 6: ', op C7 `.13 @ 51-0" :1_:":1-41-... - ‘ ,I.T • ?ol':d -2.,. V: 01 EGC12 litalltRS/ o 7.,.. .4� � 35�3� �q �� imiliiiNiiiiir - NA • RBXOOS o I gyp .'_ �� E _. (2) FB2110 4 ¢ �� CV O ICD EXPIRES O5/07/ /� — i ,--1 �, oIIIIIIIIIIIIIIIIMIII"X°°"ltilaliaa- -° ci:N�' CV o °-,o 0 alm10191111111111111111--- - ` 44 Nin GI a' -- UoCA rj � N w wiQ URBXO allitar---- - _ FLc) B2080 m N o - CD C � M -° o N -' CO CD I In ° v 4 —{ (2 ) FB2110 \ r. MI -1 EI x I DIr, CD f-1 O —�� LTI 0LA I I \ \ 1 I L \ \ 99 ' -6" 9 3 1/4" 8 2 @ 4 ' -9 7/8" la 7 1 ' -1 7/16" / 40 ' _0" _35 ' _O" 6 10" 5 3 ' -6" ` 75 ' -0" 4 3 ' -8 3/4 " FRAME CROSS SECTION AT FRAME LINE ( S ) 3 3 3 ' -5 1/4 " 2 4 ' -O" 1 8 1/2" Dimension Key VP REF., Shape Name = RHCLUB REVISION2 along Wall 4, Frame 3 PERMIT SET- For Building Dept . Approval THIS DRAWING,INCLUDING THE INFORMATION HEREON, THE VP ENGINEER'S SEAL APPLIES 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. ONLY TO THE WORK PRODUCT OF AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE (S ) 3 SEE JOB DETAILS FOR BOLT LENGTHS. REQVIREMENTs SPECIFIED BY VP. Coll. Load:Gravity 5.00, Uplift 0.00DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND Y P THE VP ENGINEER'S SEAL DOES yp psf ASNY OT ER PURP NOT BE OSE WI`rHOUTOPRIOR WRITTEND FOR Wind Speed: 80.00 mph NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER JOB# OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C ALAN N. PERKES CONST. CA0112902-01 OR COMPONENT FURNISHED BY VP Roof Snow: 25.00 pSf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER ' EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP DATE FORMANCE REQUIREMENTS Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION /CHECK SPECIFIED BY VP. 1 DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington Seismic: Zone 3 ALL APPLICABLE PROJECT P -IILa 1 DRAWN/CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# PAGEj� _ BRACING. NTS VPC VERSION: 2.5 J2. 2/15/2001 9:30:15 FILENAME:CA0112902-01OE1.VpC () Frame Member Schedule ( )A325 Bolt Connection & Plate Schedule Frame Clearances Part Mem. Width Thick. Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz . Clearance between members 1 (CX006) and 8 (CX007 ) : 69 ° -11" CX006 1 5" . 1875 . 1345 l ' -0" 1 ' -9" 24 ' -7 15/16" Dia . Length Thick . Out In Bolt Vert . Clearance at member 1 (CX006) : 23 ' -1 1/4" RBX005 2 5" . 1875 . 1345 l ' -3" 1 ' -5" 28 ° -0 11/16" A 6 3/4" 2" 1/2" 2 1 Vert . Clearance at member 8 (CX007 ) : 10 ' -9 5/16" 3 5" . 2500 . 1345 1 ' -5" l ' -5" B 4 3/4" 2" 3/8 " 1 1 Vert. Clearance at member 9 (TCX003) : 15 ' -9 1/4 " RBX010 4 5" . 3125 . 1875 1 ' -5" 2 ' -4" 20 ' -0" C 12 3/4" 2" 1/2" 4 2 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 5 5°' . 3750 . 1644 2 ' -4" l ' -7" D 4 1/2 " 1 1/2 " 3/8 " 1 1 RBX009 6 5" . 2500 . 1345 l ' -7" 1 ' -11 " 23 ' -1 11/16" 7 5" . 3125 . 1345 1 ' -11" 1 ' -11 " CX007 8 5" . 2500 . 1875 1 ' -0" 1 ' -11 " 12 ' -4 13/16" TCX003 9 TS 5" x 5" x 3/16" 5" 5" 16 ' -3 11/16" fill A _Alx.0— .___1 R,R8X/C0 vcf5 rsq4.].i _______ , - -:-4 1 0 @ 6 e1V-t.1 : 7 c 2. 0 0 0: 7 rj ': _ arlim-___ R8X0,/Er0...Q4 9 ____ ___ --- _____ _____ cfLo9 0CU llR1M.7.4.1. Qi 0 /1 iI-.4r..',,°,-,4",:N6'O1-A.,:.,'.t',,, v. 13 5 '—O" 1G ` ,"�. + .1,"_l-4._;eci2V 1.,.;-:::T- o G'�o�( Vj. N EGC12 _ _ _ _� > -. o ,� N t... �4 e'er/,`Y� (2) FB2114{ 1 M w ' Cy4 i., .. � � N n ' `f. ? „ram • c' `o i W '� I "' I N o EXPIRES 05/07/ f 8X 0 Z 0 I -- r' cc l h un FB2090 0 J N O o I 13 Lr) b co .,i o U o --�— r. o H 4. _i (2) FB2110 ` o © I >4 � © rn 0 0 11 1 ' -9'+ e ti I I . iLE e 10 3 ' -9 3/4" 99 ' -6" 9 3 1/4" a 43, 8 2 @ 4 ' -9 7/8 " 7 1 ' -1 7/16" / 40 ' -0" 35 + _0++ 6 10" 5 3 ' -6" / 75 ' -0" / 4 3 ' -8 3/4" FRAME CROSS SECTION AT FRAME LINE ( S ) 4 3 3 ' -5 1/4 " 2 4 ' -0" 1 8 1/2 " • Dimension Key PERMIT SET- For Building Dept . Approval VP REF. , Shape Name = AHCLUB REVISION2 along Wall 4, Frame 4 THE VP ENGINEER'S SEAL APPLIES THIS DRAWING,INCLUDING THE INFORMATION HEREON, 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, ONLY TO THE WORK PRODUCT OF Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE (S ) 4 REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND Y P SEE JOB DETAILS FOR BOLT LENGTHS. Coll. Load:Gravity 5.00, Uplift 0.00 psf SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES Wind Speed: 80,00 mph ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER NOT APPLY TO THE PERFORMANCE p p APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION JOB// OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C ALAN N. PERKES CONST. CA0112902-01 oR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY -CUSTOMER EXCEPT TO ANY DESIGN OR PER- Roof Snow: 25.00 pSf RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP ` DATE FORMANCE REQUIREMENTS Snow Exposure Category: 3 DRAWING DETAILS REFERENCED IN THIS DRAWING IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION ANACORTES, Washington /CHECK 1 , _ Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES, PROJECT P �� L/I DRAW WCHECK SPECIFIED BY VP. AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO•PRUDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S POD PAGE fj� BRACING. NTS VPC VERSION: 2.5 2/15/2001 9:30:18 FILENAME:ca01I2902-OlOEl.VpC flFrame Member Schedule )A325 Bolt Connection & Plate Schedule Frame Clearances Part Mem. Width Thick . Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz . Clearance between members 1 (CX008 ) and 8 (CX009) : 69 ' -11" CX008 1 5" . 1875 . 1345 l ' -0" l ' -9" 24 ' -7 15/16" Dia . Length Thick. Out In Bolt Vert . Clearance at member 1 (CX008 ) : 23 ' -1 1/4" RBX005 2 5" . 1875 . 1345 1 ' -3" 1 ' -5" 28 ' -0 11/16" A 6 3/4 " 2" 1/2" 2 1 Vert . Clearance at member 8 (CX009) : 10 ' -9 5/16" 3 5" . 2500 . 1345 l ' -5" l ' -5" B 4 3/4" 2" 3/8" 1 1 Vert. Clearance at member 9 (TCX003) : 15 ' -9 1/4" RBX010 4 5" . 3125 . 1875 l ' -5" 2 ' -4" 20 ' -0" C 12 3/4" 2" 1/2" 4 2 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 5 5" . 3750 . 1644 2 ' -4 " 1 ' -7" D 4 1/2" 1 1/2" 3/8" 1 1 RBX009 6 5" . 2500 . 1345 1 ' -7 " l ' -11" 23 ' -1 11/16" 7 5" . 3125 . 1345 1 ' -11" l ' -11 " CX009 8 5" . 2500 . 1875 1 ' -0" 1 ' -11" 12 ' -4 13/16" TCX003 9 TS 5" x 5" x 3/16" 5" 5" 16 ' -3 11/16" GI A s!` 2. 000 12 .' `' �r 1111:-i:-:5 ,_0„ _ co IA o AS .. � 7..d.�. ��, ., C' N ;xY'' /► Al, U e :1 \ xCD ? �o :. EGC12Iteart o _ N .1' — � � o1, , : RB — o t. ,4 35033 c 44,`, ;, —�— (2) FB2114 e XOas a rx4 wcia N a srozva�.� o ` y M ft ( _. - cliftIlift ` `ca ri RBxO 111111Walli 44 w �-in M o EXPIRES 05/07/W . 1 o f la 411111111F • re) I— r.., cq u7 l � �— � t a' -- V o U ` h FB20901 o RBX009 111111111,111111 /1 ( \ Iti(N o CD U Iv LC) 11 cn V) CD --At— c 0 U iFB2110 \ o o E� i © x © M CD 1/40 rEl 11 1 ' -9" , N I I \ \1. 10 3 ' -9 3/4" 99 ' -6" 9 3 1/4" a U, 8 2 @ 4 ' -9 7/8" . 7 1 ' -1 7/16" f 40 ' -0 " 35 ' -0" / 6 10" 5 3 ' -6" 75 ' -0" / 4 3 ' -8 3/4" FRAME CROSS SECTION AT FRAME LINE ( S ) 5 3 3 ' -5 1/4" 2 4 ' -0 " 1 8 1/2" Dimension Key PERMIT SET- For Building Dept . Approval VP REF. , Shape Name = AHCLUB REVISION2 along Wall 4, Frame 5 THIS DRAWING,INCLUDING THE INFORMATION HEREON, THE VP ENGINEER'S SEAL APPLIES 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, ONLY TO THE WORK PRODUCT OF Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 sf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING �+ p DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE (S ) 5 SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 5.00, Uplift 0.00 psf SHALL NOT BE MODIFIED REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES Wind Speed: 80.00 mph ANY OTHER PURPOSE WI'THOUT PRIOR WRITTEN BUILDER NOT APPLY TO THE PERFORMANCE p p APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION JOB OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C _ ALAN N. PERKES CONST. CA0112902-01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER EXCEPT TO ANY DESIGN OR PER- ROOF Snow: 25.00 psf RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP DATE FORNUWCE REQUIREMENTS Snow Exposure Category: 3 C 2/15/O1 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION DRAWING DETAILS REFERENCED IN THIS DRAWING. ANA ORTES, Washington SPECIFIED BY VP. Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES, PROJECT P '4DRAWN/CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCD-PRUDE( JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# PAGE. BRACING. NTS VPC VERSION: 2.5 /J —5 2/15/2001 9:30:20 FILENAME:CA0112902-010Ei.vpc /�` (DFrame Member Schedule QA325 Bolt Connection & Plate Schedule Frame Clearances Part Mem. Width Thick. Webthk Depthl Depth2 Approx . Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz . Clearance between members 1 (CX010 ) and 8 (CX011 ) : 70 ' -0" CX010 1 5" . 1875 . 1345 7" 1 ' -9" 24 ' -7 15/16" Dia . Length Thick . Out In Bolt Vert . Clearance at member 1 (CX010) : 23 ' -1 1/4" RBX011 2 5" . 1875 . 1345 l ' -3" 1 ' -5" 28 ' -0 11/16" A 6 3/4 " 2" 1/2" 2 1 Vert . Clearance at member 8 (CX011 ) : 10 ' -10 3/16" 3 5" . 2500 . 1345 l ' -5" l ' -5" B 4 3/4" 2" 3/8" 1 1 Vert . Clearance at member 9 (TCX001) : 15 ' -10 1/4 " RBX012 4 5" . 3125 . 1875 1 ' -5" 2 ' -3" 20 ' -0" C 12 3/4" 2" 1/2" 4 2 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 5 5" . 3750 . 1644 2 ' -3" l ' -6" D 4 1/2" 1 1/2" 3/8 " 1 1 RBX013 6 5" . 2500 . 1345 1 ' -6" 1 ' -10" 23 ' -2 9/16" 7 5" . 2500 . 1644 1 ' -10" l ' -10" CX011 8 5" . 2500 . 1875 1 ' -0" 1 ' -10" 12 ' -4 13/16" TCX001 9 TS 5" x 5" x 3/16" 5" 5" 16 ' -4 11/16" 0 A 76 °-(7 ,/I6n 13 @ zr sdU: 12 7,-7.1. ' Pti*:1071111V '. 40 J —On l ' . ITAS4i1, '- ‘,,.' ' .... r. OD CA e ' ‘ I 'z „ ,.., i 4„ ... - / ' i � , .;,4 9„. , 7., :. a. EGC12 Imiiii, � � ' .- © 1 cal ° u R$XOI 9 _ . (2) FB2110I I � ` � � � o � ,��sa3 �� w� Nco ca CD 1 . :r ©NALE� -q— � � � , I �q 0 n , ;•. x al (41.1441ift, r-I O44` ~ O '-iORBxo1 wor- oEXPIRES O5/07/ D j- _ E2co Nlitem ' Gua+ U Cq vacsi CQ1 r� hFB2080 RBX0Z3711 in "Illimcpc'c) ~ I * \ N I IH cI o U - I CD U) --�-. CD II CDI ,--1 • 11 1 ' -9" \ \ 11 I N 10 3 ' -9 3/4 " 99 ' -6" 9 3 1/4" 1 08 2 @ 4 ' -9 7/8" 7 1 ' -1 7/16" 40 ' -0" 35 ' _0" / 6 10" 5 3 ' -6" / 75 ° -0" 4 3 ' -8 3/4" FRAME CROSS SECTION AT FRAME LINE ( S ) 6 3 3 ' -5 1/4" 2 4 ' -0" 1 8 1/2 " • Dimension Key PERMIT SET- For Building Dept . Approval VP REF., Shape Name = AHCLUB REVISION2 along Wall 4, Frame 6 THE VP ENGINEER'S SEAL APPLIES THIS DRAWING,INCLUDING THE INFORMATION HEREON, - 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE (S ) 6 REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND Y P SEE JOB DETAILS FOR BOLT LENGTHS. Coll. Load:Gravity 5.00, Uplift 0.00 psf SHALL NOT BE MODIFIED REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES Wind Speed:: B 0.00 mph ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER NOT APPLY TO THE PERFORMANCE p p APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION JOB# OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C ALAN N. PERKES CONST. CA0112902-01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER EXCEPT TO ANY DESIGN OR PER- Roof Snow: 25.00 psf RESPONSIBLE FOR ACCURATE,GOOD(DUALITY WORKMANSHIP DATE FORMANCE REQUIREMENTS Snow Exposure Category: 3 DRAWING IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATIONAIQACOP.TES, Washington 2/15/O1 DETAILS REFERENCED IN THIS DRAWING, SPECIFIED BY VP. Seismic: Zone 3 ALLAPPUCABLE VP ERECTION GUIDES, PROJECT P -II l RI DRAWN/CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# PAGE�J� -` - BRACING. NTS VPC VERSION: 2.5 ��J 11/ 2/15/2001 9:30:23 FILENAME CA0112902-OlOEl.vpc ) Frame Member Schedule (._)A325 Bolt Connection & Plate Schedule Frame Clearances Part Mem. Width Thick . Webthk Depthl Depth2 Approx. Lgth Id Qty Bolt Bolt Plate Rows Rows Tension Washer Horiz . Clearance between members 1 (CX012 ) and 8 (CX002 ) : 71 ' -3" CX012 1 5" . 1345 . 1345 7" 11" 24 ' -7 15/16" Dia . Length Thick . Out In Bolt Vert . Clearance at member 1 (CX012 ) : 23 ' -9" RBX016 2 5" . 1345 . 1345 9" 9" 14 ' -8 1/2 " A 4 3/4 " 2" 3/8" 1 1 Vert . Clearance at member 8 (CX002) : 11 ' -0 3/8" RBX017 3 5" . 1345 . 1644 9" 1 ' -4" 20 ' -0" B 6 3/4" 2" 3/8" 1 2 Vert . Clearance at member 9 (EPX003) : 19 ' -1 7/16" 4 5" . 1345 . 1644 1 ' -4 " 9" C 6 3/4" 2" 1/2" 2 1 Vert . Clearance at member 10 (EPX004 ) : 15 ' -0 1/8 " RBX018 5 5" . 1345 . 1345 9" 1 ' -7" 23 ' -3 13/16" D 4 1/2" 1 1/2" 3/8" 1 1 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 6 5" . 1345 . 1345 1 ' -7 " 1 ' -7" RBX019 7 5" . 1875 . 1345 1 ' -7 " 1 ' -7" 16 ' -4 1/16" CX002 8 5" . 1875 . 1345 7" 1 ' -5" 11 ' -0 3/8" EPX003 9 5" . 1345 . 1345 9" 9" 19 ' -1 11/16" EPX004 10 5" . 1345 . 1345 7" 7" 15 ' -0 9/16" CIO A 761 `o •7/16.I 2. 000:1 13 @ , 2 5 `0,, • �u L CD4 ovaAkrzt s : : . , 0 , ' EGC12 _ � _ w o '� ra . 1 _ r� o t, .d.el'-' 0 , ,Fp 6 W L7 • �` RBX 1 - — _ _ to CDN if SF ` �— FB20541 - v CD _ i" CD01 BX0 Z 7 (9 l No I " ., 6% x,. e 1 G T � � � w o GC4 - RBx018 r_irr) Illiovammi 0 — -----: PC1 CA EXPIRES 05/07/ Q j - ------ _:: ._____ I I FB20501 L- r+ (2) FB2050 — iek .j) 11111111,111111Pr ~N I X RBx 1 o U ro U CDI CD Ln 411 w o __„,- — FB2074 \ o w n 1 p x - o © M CD FB2050 - N' ED IMI 11 1 ' -9" \ 10 3 ' -9 3/4 " 9 3 1/4 " 4 8 2 @ 4 ' -9 7/8 " 26 ' _0" t t 23 ' -0" 26 ' -0" 7 1 ' -1 7/16" 6 10" 75 ' -0" / 5 3 ' -6" 4 3 ' -8 3/4" FRAME CROSS SECTION AT FRAME LINE ( S ) 7 3 3 ' -5 1/4 " 2 4 ' -0" 1 8 1/2" Dimension Key PERMIT SET- For Building Dept . Approval VP REF., Shape Name = AHCLUB REVISION2 along Wall 4, Frame 7 'S SEAL APPLIES THIS DRAWING,INCLUDING THE INFORMATION HEREON. THE VP ENGINEER 1. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. ONLY TO THE WORK PRODUCT OF 9 VP AND DESIGN AND PERFOMOYCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 FRAME CROSS SECTION AT FRAME LINE S 7 SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravit 5.00 Uplift 0.00 SHALL NOTIBED IETHEAPEDI REPROABLE DUCED USEDDORASE EDRORD y THE VP ENGINEER'S SEAL DOES y P psf SHALL NOT BE MODIFIED,I HOUT PRIOR RI E FOR Wind Speed:: 8 0.00 mph ANY OTHEP.PURPOSE WITHOUT PRIOR WRITTEN BUILDER NOT APPLY TO THE PERFORMANCE P P APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION JOB# OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C ALAN N. PERKES CONST. OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER CA0112902-01 Roof Snow: 25.00 psf DATE EXCEPT TO ANY DESIGN OR PER- IN FOR ACCURATE,GOOD QUALITY WORKMANSHIP FORMANCE REQUIREMENTS Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/01 SPECIFIED BY VP. DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES. PROJECT P DEN DRAWNICHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S POP VPCVERSION: PAGE �7 BRACING. NTS2.5 2/15/2001 9:30:25 FILENAME:CA0112902-01OE1.vpc © 0 el 4ill 6 lill CX002 CX004 CX005 CX007 CX009 CX011 CX002 I A. �o i N I I I 4: I I I -q, 1 �p I I �Q I I o, 0 'I o os r-I CD I I I I I o X I I I UQ o o a 0 ,-I 0 0 0 0 o I I �tiCD x rI �o� a rx i I ,,3 1 I 43 I I paw I I 01? I / III0 �EPX002 � � EPX004 CD CD oL Iris, I 0 n I I 0 >C C4 MI ��rs I Ids I I a I �� I CD ov 01 NI VD CO I o o � r—I ,-I ' X °TCX001 'TCX002 x 'TCX003 x 'TCX003 x 'TCX001 i a a1 PC a a I a) I I I i I I I I I I I I I I C), I 1 ��o I I ri.� i I N I I I I I r- 1 o / 1-1 0 �+EPY�001 r 0 H EPX003 CQ P ' o3 I \03 I I p4 I I �2S I �2,910 I I 9 g I I I I I Ln Lc) 10 Ir) r-i I o 1 0 0 0 r-I I 0 0 0 0 0 i PIZI A2�O A CO a Ari 9 a a I I 433g i 3� I I ' If ter. o I I ?._ >C �q 0 a 4 I 1 a2 I I a ,. //1 of A- PCI 1I � . t �, � L A. ptgA2 I I g�2� 1 I = , r y6 17Iej •5/lCX001 CX003 CX003 CX006 CX008 CX010 CX012 �!PIWI '_�'3`.. .0 35 `4"I�/ 24r —Orr � rJr � Oer2rJr —oer2rJr —QP125e —Onr — rr /�{ p ?�v _ ® �GISlitled- V ,��= '� I 24 0 J1 ` 'x use CsI .- .it S V ig 150 ' - 01. _ EXPIRES 05/07/ 0 • 1 1 ' -on PRIMARY AND ROOF BRACING PLAN • Dimension Key PERMIT SET- For BuildingDept . Approval VP REF. , Shape Name = AHCLUB REVISION2 P PP THIS DRAWING,INCLUDING THE INFORMATION HEREON, 1 . USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS, VP Buildings, Inc. ONLY TO THE WORK PRODUCT OF AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE . VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20 . 00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 PRIMARY AND ROOF BRACING PLAN SEE JOB DETAILS FOR BOLT LENGTHS . REQUIREMENTS SPECIFIED BY VP. Coll . Load: Gravity 5. 00, Uplift 0. 00 psf SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES Wind Speed: 80. 00 mph ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER NOT APPLY TO THE PERFORMANCE p p APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION JOB# OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C ALAN N. PERKES CONST. CA0112902-01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER EXCEPT TO ANY DESIGN OR PER- Roof Snow: 25. 00 psf RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP - DATE FORMANCE REQUIREMENTS Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/01 DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington SPECIFIED BY VP. Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES, PROJECT P • V Ls ~ DRAWN/CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCD-PRUDEN JLB GB Building Use :Standard Occupancies ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# PAGE BRACING. NTS VPC VERSION: 2 5 p� e8 2/15/2001 9 : 30: 27 FILENAME.CA0112902-010E1 .vpc (/Part Mark Key Sag Angle Schedule 1 SA4116 (78 ) SA5017 Typ . at 5 ' -0" spaces (48 ) SA4116 Typ . at 4 ' -9 7/8" spaces (+) SSR Fixed Clip Location See SED: BRO9A5 for location See Part Mark Key for Sag Angle X-ing location GI 0 ti 24 ° -O" 259 -O" 25 ' -0'° 25 ° -O" 251 -O" 24 ° -O" ------1/ ` a —02U2411413 -01U2411414 ,,, O1U2411414- — -` ,. 01U2411414 ,- 01U2411414 02U2411413 -CD 0 0 ,, 0 0 0 0 o 0 0 0 a 0 e ,\ 0 0 -0 a a a so o"'" a a a 0 . , c, 1 ,‹ , , 1 _ , . _ . , , . kr, . . kr.. . N N . . , , , . , , , , , , , , , , , , , , , . , , , , , , , , , , , , , , , . ,, , , . .., , , ,,, 34T2801012 34T2801012 ` 'S • 0 0 - I I �" o - I Ln _ M r— N N ` 34T2801012 . 34T2801012 r. 0 0 to - - N - N h--34T2801013 (Typ . ) - 42T2902415 (Typ . ) 42T2902414 (Typ . ) 42T2902414 (Typ . ) 42T2902415 (Typ . ) 34T2801013 (Typ . ) , - E 0 ' ,i , 34T280101642T2902417 42T2902417 _ _ 42T2902417 42T2902417 34T2801016 V ,� 1;,,: 24 ' -0"' I' 25 ' -0" 25 ' -O" 25 ° -0" 25 ' -O" 24 ° -0" b _ ,,,,,7A;-. - INSTALL THIS RUNit* k ji9 WITH TOP FLANGE DOWNHIL 150 ° -0" I `� / /. ' `` O foø4" �'_ ROOF SECONDARY PLAN ' 0 _ `-.WAZ, ` -`� IEXPIRES 05/07/ 9 I 1 1 ' -0" Dimension Key PERMIT SET- For BuildingDept . Approval VP REF., Shape Name = AHCLUB REVISION2 e P . PP 'S SEAL APPLIES THIS DRAWING,INCLUDING THE INFORMATION HEREON, THE VP ENGINEER 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR PURLIN LAP, Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. PURLIN TO FRAME V FLANGE BRACE TO FRAME, AND FLANGE BRACE TO ONLY To THE WORK PRODUCT OFIT IS P AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf DESCRIBED ND THE APPLICABLE PURCHASE ORDER IAND 3200 Players Club Circle Memphis TN 38125 ROOF SECONDARY PLAN PURLIN CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 5.00, Uplift 0.00 psf SHALL NOTBEMODIFIED REPRODUCED OR USED FOR THE VP ENGINEER'5 SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE NOT APPLY TO THE PERFORMANCE Wind Speed: 80.00 mph APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER ALAN N. PERKES CONST. JOB if ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C CUSTOMER CA0112902-01 TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERAT ION OF OR COMPONENT FURNISHED BY VP Roof Snow: 25.00 psf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DATE EXCEPT TO ANY DESIGN OR PER- p RESPONSIBLE FOR ACCURATE,GOOD DUALITY WORKMANSHIP ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. FORMANCE REQUIREMENTS Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/1$/01 DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES, PROJECT p �� �I DRAWN/CHECKK SPECIFIED BY VP. AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# PAGE BRACING. NTS VPC VERSION: 2.5 2/15/2001 9:30:28 FILENAME:CA0112902-010E1.vpc °Part Mark Key Non-Std Secondary Part Schedule 1 GCC072084 Part Thick . Depth Lap 2 JBC1 001G1308417 0 . 0590 8 1/2 " 3 01G0200017 4 GFA106 5 GFA200 A 11) r r r r f Ir r r r — ' O 4 —Y ' f © 01G2503216 T ____ ___ _____ _____ o r ___ ' r ____ r _.__ ._ _____ f r f r f f r _r © O , — ` r 40G1807717 40G2604417 f f f r f f ' 11^ r----- f\ f r O O i 0 40G2604417 40G2502417 41G2610414 - N • DH1000017 • DH1000017 ® O I(q o , 01G2503215 o— 001G1308417 QD `-' C` o 0 C CD I f'7 © N t N N r. N ,--I O r-I ,--1 C) r-1 4 , 1 I ,--1 ' 1 I `— - I © 01G2503216 01G1105417 (Typ . ) o o CD— 001G1308417 0 �0 0 1 4 p —E ED C C O C 11r _9" l' 10 ' -0" / E / 13 ' -0" ji lor _Orr M OI.Jzt 26 ' -0" r 23r _0" r 26 ' -0" r .� os- ,,,-:, ,Iteti:,'..(00.f .,41 li ,3,7 SECONDARY ELEVATION AT 1 f,-.� wi \\\ol ,. ' 35033 4 3 ' -2" ( `SIONAI. C1 . 3 6 3/4" 1; 1 i 2 3 ' -5„1/4 " EXPIRES 05/07/ o i 1 4 0 Dimension Key PERMIT SET- For Building Dept . Approval VP REF., Shape Name = AHCLUB REVISION2, Wall = 1 THIS1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, THE VP ENGINEER'S SEAL APPLIES REM INSTHDRAWIE INCLUDINGFVPBUILHE DINGS. HEREON, ONLY TO THE WORK PRODUCT OF Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT 1 JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravit 5.00, Uplift 0.00 SHALL NOTIBED INTHEAPPDIREPR DUCDORHASE EDRORO Y P THE VP ENGINEER'S SEAL DOES Y P psf SHALL NOT BE MODIFIED.POSEI HOUT PRIOR OR USED FOR 2. ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL NOT APPLY TO THE PERFORMANCE Wind Speed: 80.00 mph REV DATE BY DESCRIPTIONALAN BUILDER N. PERKES CONST. JOB# APPROVAL OF VP BUILDINGS. SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C CUSTOMER - CA0112902-01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DATE AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT Roof Snow: 25.00 psf RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP LOCATION 2/15/01 EXCEPT TO ANY DESIGN OR PER- PRIOR AUTHORIZATION IS PROHIBITED. FORMANCE REQUIREMENTS Snow EX Cate Or 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS p g Y' DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington osure SPECIFIED BY VP. Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES, PROJECT P l i DRAWN/CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY 'BUILDER'S PC4FAG �_rf BRACING. NTS VPC VERSION: 5 (s 2/15/2001 9:30:32 FILENAME:CA0112902-010E1.vpc 0Part Mark Key Non-Std Secondary Part Schedule 1 JBC1 Part Thick. Depth Lap 2 GCC072084 002G0905417 0 . 0590 8 1/2" 3 01G0700017 004G1305417 0 . 0590 8 1/2" 4 GFA106 5 GFA200 €1111 _,..x_ ',1-...,,,.. A - AS -___ :',.-/" 4,. 1../'''.7.t, /CS:A'. dielp '',-., um Aa , ' i 44p '.....,,, ,,- 01G2503216 ~ ` — ''�0.4....z„- GdST; � 4'ci — � � , Ge ir � 0NAL . - _ CD --- al# 4 , - -EXPIRES 05/07k, \ 40G2604417 40G1807717 "IIIIIIIIIIIIIIIIII/Illil-- - - -- -- — `0 4 � O ~ ~ � ;�, t I 42G2704414 40G2502417 42G2704414 5 N r. II \ DH1000017 N., DH1000017 o DH1000017 in O o ral l0 002G0905417 r-I .i f-i ,� ,-I ,-I JD o 0 0 0 0 0 O i N x N N N N C) © h 0I h h 0i h ti 0i 1-1 r—I ® tiJ o 0 0 0 0 0 0 0 0 c) Q 0 0 0, 002G0905417 0 0 004G1305417 (Typ . ) -1 o 0 01G1200017 (Typ . ) ai I I � _ 0 0 0 0 0 0 J 8 ' -0" 10 , _0,° t 8 ' -0" , E. t 10 ► -0„ 11 , _0„ / E t• 10 ° _0°, 13 ° _0°, , / 26 ° -0" / 23 ° _0" / 26 ' -0" 75 ' -0" r SECONDARY ELEVATION AT 7 6 3 ' -0 " 5 2 ' -0" 4 4 ' -4" 3 3 ' -8 3/4" 2 3 ' -5 1/4" 1 4 ' -0" Dimension Key VP REF., Shape Name = AHCLUB REVISION2, Wall = 3 PERMIT SET- For Building Dept . Approval 'S SEAL APPLIES THIS DRAWING,INCLUDING THE INFORMATION HEREON, THE VP ENGINEER 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. ONLY TO THE WORK PRODUCT OF g GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT 7 REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND y p JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. Coll. Load:Gravity 5.00, Uplift 0.00 psf SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL NOT APPLY TO THE PERFORMANCE APPROVAL Speed: 80.00 mph APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER JOB SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C ALAN N. PERKES CONST. CA0112902-01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT Roof Snow: 25.00 psf RESPONSIBLE FOR ATE,GOOD IS ANSHIP DATE EXCEPT TO ANY DESIGN OR PER- PRIOR AUTHORIZATION IS PROHIBITED. FORVINCE REQUIREMENTS Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/01 SPECIFIED BY VP. DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES, PROJECT P DRAWN/CHECK • AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO•PRUDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S POP PAG I BRACING. NTS VPC VERSION: 2.55 2/15/2001 9:30:35 FILENAME:CA0112902-01OE1.VpC ,Part Mark Key Non-Std Secondary Part Schedule 1 JBC1 Part Thick. Depth Lap 2 02G0702417 003G2601017 0 . 0590 8 1/2 " 1 ' -0" 3 01G0702417 • See Detail _A Typ. @ Wall "E" ..4 _1 IP11111 _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ - 01 G 2 311414 N. .>„ TJ1)X 5 �- --- - o,�/ 01 G 2 411413 f 000017-1 d2� j 1 '�2 DH1302017-1 CD 0 �; �; 001G2410415 ,-1 0 ,-I ,-I C) ,—I M C) I o o I CD '• 01G2410416 No N 01G1104417 (Typ . ) 003G2601017 (Typ . ) 40G2702417 (Typ . ) 30G2601017 (Typ, )cv N — o o 0 0 L - -@ 1 I el 1 -0-1- - - - - - i_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __._i f-7 ' —6" t 10 , _0,► 1 _7 ► _6„--,, 01, 13 , _2„ t 11 ' -8" / ,21 24 ' _0„ / 25 ' _0„ 25 ' _0" --- / 25 ' -0►, 25 ' -0" 24 ' -0" ,�, / 150 ' -0" / SECONDARY ELEVATION AT A \ ,iy, See Detail ` ► : J fe Typ. @ Wall "E" 5 _ : : Av.- , s a 1 µyr�;,. 5_0_3._3_1.40,› ,:ck: :._ - .-. O -.. 91�' 6 2" e_ sy s jON AL 5 l ' _9,� 1/11� • 9 * ,,, ' 4 3 ' -9 3/4 " 3 3 ' -5 1/4 " �: EXPIRES 05107/0 I 2 4 ' —0 " 1 1 ' -0 " Dimension Key VP REF., Shape Name = AHCLUB REVISION2, Wall = 2 PERMIT SET- For Building Dept . Approval 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, THE VP ENGINEER'S SEAL APPLIES Building Code: 97UBC R REEMM AINRS THE PROPERTY OF V VPAWING,D INCLUDING F INFORMATION HEREON, P BUILDINGS. VP Buildings, Inc. ONLY TO THE WORT( PRODUCT OF GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDINGDESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT A JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 5.00, Uplift 0.00 psf SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL Wind Speed: B0.00 mph REV DATE BY DESCRIPTION BUILDER JOB# NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. ALAN N.. PERKES CONST.SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C - CUSTOMER CA0112902-01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DATE AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT Roof Snow: 25.00 psf RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP EXCEPT TO ANY DESIGN OR PER- PRIOR AUTHORIZATION IS PROHIBITED. IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/01 FORMANCE REQUIREMENTS Snow Exposure Category: 3 DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington SPECIFIED BY VP. Seismic: Zone 3 ALL APPLICABLEVP ERECTION GUIDES, PROJECT P DRAWN/CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S POt/ PAGES\r BRACING. NTS VPC VERSION: 2,5 —4 2/15/2001 9:30:33 FILENAME:�0112902-01OE1.vpC dL/ )Part Mark Key Non-Std Secondary Part Schedule (~) Framed Opening Locations 1 JBC1 Part Thick. Depth Lap Id Width Height Sill Ht . Frame To Dimen . 2 003J0405014 005G0410417 0 . 0590 8 1/2" FO1 4 ' -9" 4 ' -0" 16 ' -8" 1 Jamb-L 15 ' -0" 3 DH0409017 006G0506417 0 . 0590 8 1/2" F01 4 ' -9" 4 ' -0" 16 ' -8" 2 Jamb-L 12 ' -0" 4 005G0410417 007G0807417 0 . 0590 8 1/2" F01 4 ' -9" 4 ' -0" 16 ' -8" 4 Jamb-L 10 ' -2" 5 DH0500017 008G0711417 0 . 0590 8 1/2" FO1 4 ' -9" 4 ' -0" 16 ' -8" 6 Jamb-L 10 ' -1" 6 006G0506417 009G0702417 0 . 0590 8 1/2" F02 10 ' -0"4 ' -0" 16 ' -8" 3 Jamb-L 7 ' -7" 7 01G0303417 F02 10 ' -0"4 ' -0" 16 ' -8" 5 Jamb-L 14 ' -0" 8 01G0701417 9 01G0703417 10 004J0701614 11 DHC0304017 12 01G0706417 13 01G0203417 14 008G0711417 15 009G0702417 111 0 . I. ,._ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,___ 30G2601017 7 I- 30G2601017 DHlUUUUl'/ p� Apy DHlUUUUl / — --+- j-- CD O FOl O Q FO 1 �ji N F02 N d��o el FO 1 a o��� / N FO2 N O FO 1 Q `" DH1000017 - - 1 tiT D H 1 0 0 0 0 1 7 --��-- -ice — t---30G2601017 ( yp . ) , _ - - 30G2601017 '�'� r- ---30G2601015 40G2702417 (Typ . ) 40G2702417 (Typ . ) 40G2702417 (Typ. ) 40G2702417 (Typ . ) - 30G2601015 N O 1 DH1804017 ,� 00017 ,H ,� 000017 , I 000017� ,� 000017 :1 000017�'' L_o LO 0 o = o o = o o < 07G0807417, o o o 01G130 in 8 � o 0 14 `f' N o = o ISE N O N N O N N CD N N O N N CDN N CDN N CDN .--I I r-I I r-i r I I e-I I r i I rl r I I i I I r—I I ,-I 0 o o I-) 41) ,~'i o :007G0$07417; o r_ _ ei' o fr' in CI N r' - ' GO O ,-I O O -1 O O -I O O ,-1 O O ,-1 O O O ,-1 im CD CDO QoO O-� Q O 0 L 0 � _ p I - -DLO © I- - - pI - OL - - - .i — © © 'ei el 1 _ • _ — 3 j - Ol - - _J /-5 ' -2"t 18 ' _4" I 8 } 10 ' -0" 9 5 ' -0" ( —7 ' -7" t 10 ' -0" 7 ' -5" / 7 ' -7" 10 ' -0" 7 ' -5" / 7 ' -10" 1� 12 10 ' -0" �/ 7 ' -6" 10 ' -0" 7 ' -6"—s' I I ,1/ 24 ' -0" / 25 ' -0" / 25 ' -0" / 25 ' -0" / 25 ' _0" / 24 ' -0" , / 150 ' -0" / „. _�z :_ : 13 6" SECONDARY ELEVATION AT E ` # ,j�U. .� ' - ,,. ► ►► 9 3 ' -10" 10 1 -7 `''�. .y • � � _ y9 7 1 ► _6" l, iiP './ • pe-,� d yj .4. 5 10" 6 'f .�0 ,� 5Q3 ��, ' �i E ISTE . • .`SS/OI4TA�.ECG::1. 2 4 3 ' -8 3/4" b 2 G �. 3 3 ' -5 1/4" 4 n • 2 4 ' -0" 1 1 ' -0O" 1 EXPIRES 05/07/ / aft Dimension Key PERMIT SET- For BuildingDept . Approval VP REF., Shape Name = AHCLUB REVISION2, Wall = 4 p pp HE VP ENGINEER'S SEAL APPLIES THIS DRAWING,INCLUDING THE INFORMATION HEREON, T 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, ONLY TO THE WORK PRODUCT OF Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT E JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. REQUIREMENTS SPECIFIED BY VP. Coll. Load:Gravity 5.00, Uplift 0.00 psf SHALL NOT BE MODIFIED REPRODUCED OR USED FOR 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL THE VP ENGINEER's SEAL DOES Wind Speed: 80.00 mph ANY OTHER PURPOSEWIYHOUTPRIORWRITTEN BUILDER NOT APPLY TO THE PERFORMANCE p p APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION JOB# SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C ALAN N. PERKES CONST. p CUSTOMER CA0112 9 0 2-01 AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT oR COMPONENT FURNISHED BY VP Roof Snow: 25.00 sf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DATE EXCEPT TO ANY DESIGN OR PER p RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP PRIOR AUTHORIZATION IS PROHIBITED. FORMANCE REQUIREMENTS Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/O1 SPECIFIED BY VP. DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington ALL VP ERECTION GUIDES, P : I IN DRAWN/CHECK seismic: Zone 3 PROJECT AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# PAGE<C BRACING. NTS VPC VERSION: 2.5 J J -15 2/15/2001 9:30:36 FILENAME:CA0112902-010E1.V1JC Covering Schedule Id Qty Start Panel Oty Stagger/Last Panel #111 38 S34115242KPB 38 S29115242KPB #112 38 S41024242KPB 38 S46024242KPB ID 4111 ,--,, _____. ) , . . - - ( 76) #112 — , --f-- NI ril . NI II N 0 G'I r' I [� a ,— �. — — _ ,_. == — — L— .— — = — == — -- r 1_' _,_ ,i • r1 - I CV _ .:2..-.- 0 Wir ,:, ,,, ! rs. 150 " _0"" _ el ' • 1.t33 T. � � ' " �®N L ( Field Repair Fastener) ROOF COVERING PLAN a d .'" ( 1 bags ) #55308 #17-14x1 " S . S . Roof Fastener EXPIRES - 05f 07/ L . . - Attention : Refer to RCO2L3 , RCO2L2 , RCO2L1 on SED Drawing 1 l ' -0" Starter Panel (Cut Dim. = l ' -1" ) Dimension Key PERMIT SET- For BuildingDept . Approval VP REF., Shape Name = AHCLUB REVISION2 e P� THE VP ENGINEER'S SEAL APPLIES THIS DRAWING,INCLUDING THE INFORMATION HEREON, 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. ONLY TO THE WORKPRODUCT OF MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP VP AND DESIGN ANDK IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING PERFORMANCE Live Load: (Reducible) 20.00 psf 3200 Players Club Circle Memphis TN 38125 ROOF COVERING PLAN REQUIREMENTS SPECIFIED BY VP. Uplift DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND y LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS Coll. Load:Gravity5.00, 0.00 psf SHALL NOT BE MODIFIED.REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Wind Speed: 80.00 mph REV DATE BY DESCRIPTION BUILDER JOB$ NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. ALAN N. PERKES CONS T_ REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C CA0112902-01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Roof Snow: 25.00 psf RESPONSIBLE FOR ACCURATE,GOOD OUALITY WORKMANSHIP DATE EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOGHTION 2/15/01 4 . FOR PR PANEL, PRE-DRILLING OF SIDELAP FASTENERS REQUIRED DUE TO FORMANCE REQUIREMENTS Snow Exposure Category: 3 DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington THE ABSENCE OF A PURLIN BEARING EDGE. SEE SED RCO3B1. SPECIFIED BY VP. Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES, PROJECT P .0 L� 1, DRAWWCHEGK AND INDUSTRY STANDARDS PERTAINING TO PROPER _ ANACORTES HEALTH CLUB VARCO pURuDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S POD PAGE a BRACING. NTS VPC VERSION: 2.5 2/15/2001 9:30:30 FILENAME:CA0112902-010£1.vpc Trim Schedule Id Kit Qty Parts Color Details Ti 76 ' -0 7 / 16 " RFRlO , RKC , RSBIO , RSC10 ronze d -�_:. - -* 1-1141 t. 1.1EL itirs, ,Patricia:.� . 411f t 0 - EXPIRES 05107/ 0 r f j r f l_ j' -- 1 1 f l 1 1- 1 1 1 1 T 1 — f 1 1 1 1 1 r 1 — 1 fr r r� r 1 r r l 1 1 f _1 1 l WALL PANELS NBVP LO N I- -1 P !1 O Cr) TH \ L ___L - - J 1 • t • 75 ' -0 " II COVERING ELEVATION AT 1 VP REF. , Shape Name = AHCLUB REVISION2, Wall = 1 PERMIT SET- For Building Dept . Approval 'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, THE VP ENGINEER 1 . WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. ONLY TO THE WORD PRODUCT OF IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING g VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20 . 00 psf 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT 1 2 . SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. REQUIREMENTS SPECIFIED BY VP. Coll . Load:Gravity5. 00, Uplift 0 . 00 SHALL NOT IEMIEAIEDI REPROABLE DUCED HASE Y P THE VP ENGINEER'S SEAL DOES P psf SHALLNOTBEMODIFIED, REPRODUCED RI USED FOR 3 . PRE-DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Wind Speed: 80 . 00 mph ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER NOT APPLY TO THE PERFORMANCE p p APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION ALAN N. PERKES CONST. �oB# MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C CUSTOMER CA0112902-01 LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS OR COMPONENT FURNISHED BY VP Roof Snow: 25. 00psf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DATE EXCEPT TO ANY DESIGN OR PER RESPONSIBLE FOR ACCURATE,GOOD DUALITY WORKMANSHIP FORMANCE REQUIREMENTS Snow Exposure Cate or 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/O1 p g Y DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington SPECIFIED BY VP. Seismic: Zone 3 ALL APPLICABLEVP ERECTION GUIDES, PROJECT P .UI DI 4 DRAWN/CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use:Standard Occupancies ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# PAGE j BRACING. NTS VPC VERSION: 2 5 (....."1. 2/15/2001 9: 30: 40 FILENAME:CAQll2902-01OE1 .VpC Trim Schedule Id Kit Qty Parts Color Details Ti 76 ' -0 7 / 16 " RFRlO , RKC , RSBIO , RSC10 Patrician Bronze .- • I . '1/4 A Qa� e. .. / -. t 35033 tt - �?Grin ~ _ r t =s - s� _' IONAL t� � � nil; ti _ Ti ,_ I i ~ __ EXPIRES 05/07/ 0 1 _____ ___ ~ ___ ____ _____ ____ ____ ___ _. 1 _ ~ __ _____ _____ ___ _____ _____ 1 1 _ 1 .. WALL PANELS NBVP __ , ~ ______ --- 1.11 P 7 7 7 F O I Cr) L L L I - a t 75 ' -0 " { COVERING ELEVATION AT 7 • PERMIT SET- For Building Dept . Approval VP REF. , Shape Name = AHCLUB REVISION2, Wall = 3 THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1 . WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, THE VP ENGINEER'S SEAL APPLIES Building Code : 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. VPPNAN TO THE AND DESIGN WAND PERFORT OF g AND PERFORMANCE Live Load: (Reducible) 20. 00 psf IT IS DESCRIBE INTHESOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT 7 REQUIREMENTS SPECIFIED BY VP_ DESCRIBED THE APPLICABLE PURCHASE ORDER FOR Y p 2 . SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Coll . Load: Gravity 5. 00, Uplift 0. 00 psf SHALL NOT BE MODIFIED REPRODUCED OR USED FOR THE VP ENGINEER'5 SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3 . PRE-DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Wind Speed: B0 . 00 mph REV DATE BY DESCRIPTION BUILDER NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. ALAN N. PERKES CONST . JOB it MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C - CUSTOMER CA0112902-01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS .. Roof Snow: 25. 00 psf RESPONSIBLE FORACCURATE, GOOD QUALITY WORKMANSHIPDATE EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/O1 FONCE REQUIREMENTS Snow Exposure Category: 3 DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington H1e, SPECIFIED BY VP. Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES, PROJECT P I DRAWN/CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER Building Use : Standard Occupancies ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY ANACORTES HEALTH CLUB VARCO4RUDEN JLB GB BRACING. NTS BUILDER'S PO# VPC VERSION: 2 . 5 PAGE / r 2/15/2001 9 : 30: 42 FILENAME.CA0112902-010El .vpc (� Trim Schedule Id Kit Qty Parts Color Details Tl 150 ' - 0 " PCA Patrician Bronze 0110 T1 r— _____ ___ - -1 1 I 1 I WALL PANELS NBVP In 1 1 1 ,--I I I 1 I l'L - - - - - - - - - 150 ' - O "- COVERING ELEVATION AT A "' • ' `:► fit ,� is 7 ., 4 46 35033 ndo _y� ': 6 • �5,f' j P EXPIRES QSJQ?J l91 VP REF. , Shape Name = AHCLUB REVISION2, Wall = 2 PERMIT SET- For Building Dept . Approval THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1 . WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT of Building Code : 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20. 00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT A REQUIREMENTS SPECIFIED BY VP. DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND y 2 . SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Coil . Load: Gravity 5 . 00, Uplift 0. 00 psf SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3 . PRE-DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS NOT APPLY To THE PERFORMANCE Wind Speed: 80 . 00 mph REV DATE BY DESCRIPTION BUILDER JOB ti APPROVAL OF VP BUILDINGS. MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP OR DESIGN OF ANY OTHER PRODUCT Wind Exposure : C ALAN N . PERKES CONST. CA0112902-01 LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS OR COMPONENT FURNISHED BY VP Roof Snow: 25. 00 sf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER EXCEPT TO ANY DESIGN OR PER- p RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP DATE FORMANCE REQUIREMENTS Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/01 DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington Seismic: Zone 3 ALL APPLICABLE VP ERECTION GUIDES, PROJECT P �IL� DRAWN/CHECK SPECIFIED BY VP. TO PROPER Building Use : Standard Occupancies ERECTION.INCLUDNGATHE CORRECTAND INDUSTRY STANDDSNUSE OF TEMPORARY ANACORTES HEALTH CLUB mica-PRUDEN JLB GB BRACING. NTS BUILDER'S POT VPC VERSION: 2 5 PAGE 60*— ,q 2/15/2001 9: 30: 41 FILENAME:CA0112902-010E1 .vpC G� Trim Schedule Id Kit Qty Parts Color Details Ti 150 ' - 0 " HSEP1 , RFR10 Patrician Bronze 40 0 Ti 1° WALL PANELS NBVP , N L _ _I J L _ _ _ _ —L - L - - - - - -L - - _ _ I- 1 I I I L J 1- - - - - � ___ ___ ___ _ iv 150 ' -0 " { COVERING ELEVATION AT E I • K t;''' \-7-4 • W I4 ., M!j? °) , 4� /ft . c.... „fp . 44>ba35f034r.r 17 j S4ON AL Ei. - ._ 05/07/iiic!.I9s • PERMIT SET- For Building Dept . Approval VP REF. , Shape Name = AHCLUB REVISION2, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1 . WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, THE VP ENGINEER'S SEAL APPLIES Building Code : 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. TO THEOF REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. VPNLY AND DESIGNWORK AND PERFOCRMANCE Live Load: (Reducible) 20 . 00sf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING p DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT E 2 . SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. REQUIREMENTS SPECIFIED BY VP. Coll . Load: Gravity 5 . 00, Uplift 0 . 00 psf SHALL NOT BE MODIFIED REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN 3 . PRE-DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS NOT APPLY TO THE PERFORMANCE Wind Speed: 80. 00 mph APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER ALAN N. PERKES CONST. Joe# MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C CUSTOMER CA0112902-01 LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS OR FURNISHED BY VP ROOF Snow: 25. 00 sf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY DATE EXCEPT COMPONENTTO ANY DESIGN OR PER- p RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP FORMANCE REQUIREMENTS Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION DRAWN/CHECK l DRAWING DETAILS REFERENCED IN THIS DRAWING, ANACORTES, Washington SPECIFIED BY VP. - P • 1 l DRAW WCHECK Seismic: Zone 3 ALLAPPLICABLEVPERECTIONGUIDES, PROJECT AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use :Standard Occupancies ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# - PAGE BRACING. NTS VPC VERSION: 2 . 5 G _.5 2/15/2001 9: 30: 43 FILENAME.CA0112902-010E1 .vpc /lir t ..- lb 3/8" Plate u// (2) 3/4" / A325-X Bolts /` cii J / /. ,P. CL Rod & Pad - - - - - - - -, ,.'. per Bracing Design _, 0 • / / 8 1/2 " 11 ga. Box Strut Rafter or / Column 0 Ilk . , W.P. o x ,. XI , CL Rod & Pad Per Bracing YCxV # 96 _ Design \ • 3/8" Plate '$ s 14). . 0 0 • r� ' 0 0 j tifief •: , _,,,,. - • • .. r:. rt_ri l '5933 �9 , F��lo � � = Building Line • - - ..X 2 SECTION XEXPIRES 05107/ ! _ 'IJ -A - _4 5P-/ r,- 5P-1 PERMIT SET- For Building Dept . Approval VP REF. THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, ONLY To THE WORK PRODUCT of Building Code : 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Buildings, Inc. VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20 . 00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle MemphisTN 38125 CUSTOM SED ' S REQUIREMENTS SPECIFIED BY VP. Coll . Load' Gravit 5 . 00 Uplift 0. 00 DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND Y THE RE ENGINEER'S SEAL DOES Y P psf SHALL NOT BE MODIFIED REPRODUCED OR USED FOR VPANY OTHER PURPOSE WITHOUT PRIOR WRITTEN Wind Speed: 80 . 00 mph REV DATE BY DESCRIPTION BUILDER JOB# NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS. ALAN N. PERKES CONST. OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C CA0112902-01 OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER OR EPT TO ANY DESIGN DR PER- Roof Snow: 25. 00 psf RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP DATE EXFORMANCE REQUIREMENTS Snow EX OSllre Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/O1 p g y' DRAWING DETAILS REFERENCED IN THIS DRAWING, - ANACORTES, Washington SPECIFIED BY VP. Seismic: Zone 3 ALL APPUOABLE VP ERECTION GUIDES, PROJECT P � � LID 41 DRAWN/CHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use: Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# PAGE BRACING. NTS VPC VERSION: 2 . 5 ,G 7 p_ i 2/15/2001 10 : 59: 43 FILENAME:CA0112902-01OE1 .vpc 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH ENO or PURLIN LAP. INSERT SAG ANGLE TAB INTO PURLIN SLOTS NOTE WHEN SAG ANGLE SLOTS IN ADJACENT AND BEND TAB FLAT. PURLINS DO NOT ALIGN, FIELD BEND THE SAG BRACE ROD SLOTS SELF DRILLING FASTENER OR BOLT VP FRAMES OR SUPPORT BEAMS — TOWARD THE ANGLE TAB AND ATTACH TO PURLIN WITH A O 1 AT CENTERLINE OF PURLIN OR HIGHEF f FRAME CENTER OF 1/4-14 x 1 1/4" STRUCT FSNR (55307) ITT FIELD DRILL HOLES. I ' 1 END BAY INTERIOR. BAY THE BUILDING FRAME RAFTER, VARIES VARIES SE ONDARY ¢ RIDGE . I MAY BE STRAIGHT ROD HANGER OF UNISTRUT AS NEEDED. 3" MAX. GAGE 1---- MEIABER SAG ANGLE- / 8 1/2 ' b O A OR TAPERED (MIN. 1/2" A307 BOLTS , I AT RIDGE / ROOF PURLINS A ANGLE CLIP, BOLTS. UNISTRUTS, ROD HANGER O O AND CLAMPS NOT BY VARCO-PRUDEN. @ 4" MIN. PITCH)-, 2 BEND TAB II PURLIN �- _ FLG. BRACE THIS SIDE WHEN II �+�h111r All 1 FLANGE BRACE "/'''''7"7- FLAT BOTTOM ROD SLOTS II (F9-) OR (SFB-) SUJGLE BRACE 15 REOVIREDWHEN (2) FIG. BRACES REQUIRED WITH HILLSIDE ARE REQUIRED ADJOINING BRACED / WASHER, \\ NOTE: ALL BOLTS TO BE BAYS NOTE. DIM'S SHOWN FLAT WASHER, 1/2" X 1 1/2" A325 (49080) ARE STANDARD BUT IIII HEX NUT I. \ CLIP REO'D WITH MAY VARY p11 / 4 THICK FLANGES �\ TIGHTEN BOLTS TO "SNUG TIGHT" \ 3/16" 2" MIN. CONDITION AS DEFINED BY THE ROOF BRACE f In FIRE SPRINKLER HANGER SYSTEM MUST ., ROD (.__ROD__) - BE CAPABLE OF RESISTING 250 LBS. PLUS AISC/RCSC "SPECIFICATION FOR G 6" 66" WEIGHT OF WATER FILLED PIPE PER CODE CLIPS, PLATES OR BOLTS WE8 I , OTHER SUSPENDED LOADS EXCEEDING 100 STRUCTURAL JOINTS USING ASTM m WEB FRAME 0 LBS. MUST BE SUSPENDED SIMILAR TO THIS ARE NOT BY VARCO-PRUDEN - 325 OR A490 BOLTS" FLANGE BRACE REQUIREMENTS: X-ING SAG ANGLES (SA_) MAT' BE N RAFTER ' 0 1/2" OR LESS DETAIL. DO NOT CLAMP TO BOTTOM FLANGES. CONTRACTOR'S NOTE: RULE#1 - ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. REQUIRED. SEE ROOF SECONDARY ' `„ FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. P..ULEH2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON DRAWING FOR LOCATION AND G ALLOWABLE LOAD = 1 KIP PER PAIR OF BOLTS CROSS SECTION IS NUT ACCOMPANIED BY (2). PART MARK I(E\' FOP MARK NO'S.� �* } CONTRACTOR'S NOTE: ANY LOADS OVER 400 LES. APPLIED TO VP MEMBERS = 1,4 KIPS PER INCH OF WELD WITHOUT INSPECTION RULEn3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB /IIIIIIiiiiiilliiii -�- II1P SUCH AS HVAC, LIGHTING, DUCTING, PIPE SUPPORTS ETC. MUST BE LATERALLY = 2.8 KIPS PER INCH OF WELD WITH INSPECTION WHEN PART MARK IS ACCOMPANIED BY (2). OPTIONAL ERECTION SAG - BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS (PURLIN ADD PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE ANGLE BRACING (SA-) r _ -._ SECTION A-A BRACING STRUTS OR PRIMARY FRAMES) AS REOUIRED BY CODE CONCENTRATED LOAD. LOADS LESS THAN 500 LBS MAY BE SUSPENDED CENTER OF THE BUILDING. (NOT REOUIRED IN PURLIN II FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR USING CLAMPS. (1 1/2" FROM EDGE OF FLANGE). RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SPACE OCCUPIED BY X-ING SAG ANGLES) ROOF RODS AT RIDGE II AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL SIDE OF THE FRAME WEB. UNIT OR AS REQUIRED BY CODE. WHICHEVER IS LESS. LOADING INDICATED ON THE PURCHASE ORDER AND IN VP CALCULATIONS. TYPICAL FLANGE BRACE CONNECTIONS BRO6BD 8 1 /2 + PURLIN BRACING BRO9A5 ROOF ROD BRACING l'ED008 SUSPENDED LOADS EN10A1 SUSPENDED LOADS EN10A2 CONTINUOUS PURLIN LAP SHOWN, CONTINOUS GIRT AND SIMPLE PURLIN AND GIRT SIMILAR. SAG ANGLE INSTALLATION 3 PLATE OR GAGE FROM PURLINS - 100 LB. LOADS OR GREATER FROM STRUCTURAL BEAMS BRomova R 04/01/2000 BR09A5v4 R 04/01/2000 CED008 6/3/95 EN IOAIV2 R 10/25/95 ErJ10A2Y1 05/01/9S COUPLING NUT , 1 -0 FINGER SHIM AS Y 2- F = FEET G = GAGE CXnw = COLUMN ( PLATE) • RODS THAT RED. SHOP SPLICE COLUMN ( GAGE) I 3 16" X 4 i/2" 3" 4 1/2' REQUIRED I ARE 10 BE SPLICED BY USING ~-I ~� I = INCHES D = OPERATION CGX**: = JI / 7/8" X 28" ONE OF THE METHODS SHOWN. �'� i1'1161i = COLUMN ( N❑TP.pLL> SEE RCO2L2 FOR MASTIC AND TAPE MASTIC I E = EIGHTS C = FIN/COLOR WCX*In SSR PANEL � 1/4- 14 r 1 1 4" q _ TYPICAL BOLTING CLIP / FASTENER PATTERNS (8034_) FULL PEN WELD SPLICE COUPLING NUT SPLICE PANEL/C❑VEP,ING % STRUCT FSNR cJ PLATES, FACADE (80029) W 1 3 1 1 7 2 6 1 K T D RB):x+� u r� r� I OR CANOPY = RAFTER ( PLATE) ` - t) - -/ (55307) F F I l E G G O C C C BOY.+ � = RAFTER ( GAGE) / SUBSTITUTE ' CONNECTIONS "SHOP SPLICE DETAILS" — ( ' ) 1/4-14 x 2" STRUCT PANEL LENGTH CODE WRXf*'• = RAFTER ( H❑TRDLL) FSNR I I SHIM1 I 10, HILLSIDE WASHER. FLAT HILLSIDE WASHER, FLAT TRX1+,E = TRUSS RAFTER �/ , (55309)TINSULATION WHEN CLIP WASHER. HEx HEAD. NUT / wA3HER. HEX HEAD. NUT RODTHERMALr i-7; ; - T ELANKET REO'0. EACH ENC REO'D. EACH END PAD I NSULAT ION BLOCK ' / / / / / / i i IS1 4" AND GREATER UPPER 15 r I .� I B 1 3 U 1 0 3 6 0 D l•. \ = INTERIOR COLUMN (TBP) q, \ I » F F F 1 I 1 I ] 1 E C C PCXr «s = PIPE COLUMN L i / /_/ ` L `/J LOWER ,fir- PANEL 4J tea' I B e' TCX*** = TUBE COLUMN ?� ROOF ''� MAY BE STRAIGHT LENGTH WIDTH THY. CODE `1- y PANEL 1 ` ► Y - I!!! Milk TAPERED MEMBER, ROD LENGTH ROD LENGTH _ Y - rl►`• —� PANEL (AS SHOWN ON ERECTION DRAWINGS) (AS SHOWN OW ERECTION DRAWINGS) = ENDPOST ( PLATE) - STIFFENER. RA ROD RC ROD SECONDARY ( STANDARD) EPX*+* - Y THREAD BOTH ENDS ROD PADS (1) END 0 1 G 1 9 I 1 4 17 EGX*** = ENDPOST ( GAGE) J (Ps4) ® WITHOUT TURNBUCKLE * w } F F I I EGG • FLAT SHIM AS HILLSIDE WASHER. FLAT LENGTH CODE CBX*a<* = CANOPY ( PLATE) REQUIRED Y WASHER. HEX HEAD, NUT = CAN❑PY ( GAGE)REO'D EACH END ROD ROD DCCBY.*+:� FASTENER LOCATIONS EDGE 5/16" BEAD OF BETWEEN BOLTS PBCXm = PIGGYBACK CANOPY \ �2• Z05T1C NON-SKINNING p TURNBUCKLE -�ye� ROD TURNBUCKLE RAO � SECONDARY ( SPECIAL) ROOF PURLIN 1'-D' lA ( It t 1 i Afr, �I l f I T a • O A (80270) JJJ... c ° ° 2 PER CLIP OF 1h1' TUBE SEALANT I I G O L G 1 9 1 1 4 1 7 • Z. 6 -0 I a�.rl I I * : * F F I J E G G r 8 �� B" I I a I & 11 B_ I \-p'P NOTE: FIELD CUT SHIMS TO -I �J LENGTH CODE ' STD. NON-UL $ : 1 - 2'-D. er 2 -D. DESIRED DIMENSIONS TO ROD BRACING CABLE BRACING UL90 MODULE �` SHIM2 ACHIEVE DESIRED RESULTS ROD LENGTH ROD LENGTH [)1 FM 1 -60, 1 -90 & 1-120 STRIP O E1 QANEC (As SHOWN ON ERECTION DRAWINGS) (AS SHOWN ON ERECTION DRAWINGS) 0 3 R A 2 5 I 0 0 4 C A 2 5 1 0 D (FM 1 Z4A8.AM ONLY) 4091 D OR OF �40915) i ND v SHIMS ARE MADE RB ROD RD ROD T E f * F F I 1 *: * *: t FFIIEFROM .059" MATERIAL. OPTIONAL THREAD BOTH ENDS ROD PAD BOTH ENDS DIA LENGTH LENGTH WITH TURNBUCKLE STANDARD SHIM PROCEDURE ' EN20A1 ROD BRACE ASSEMBLY DRAWING EN30A1 MARK NUMBER KEY EN50A1 SSR PANEL CLIP ATTACHMENT RC01A2 SSR ROOF PANEL ENDLAP RCO2L1 TYPICAL AT ANY BOLTED CONNECTION COMMON GENERATED MARK NUMBERS THERMAL BLOCK INSULATION ON PURLINS ON PURLINS EN20AIV2 R 06/31/48 EN3OAIV3 R 09/05/2000 EN50AIV3 R 10/05/2000 RCOIA2v6 R 04/01/2000 RCO2LIV1 07/01/2000 ' RCO2L1 RCO2M1 FOP. PANEL LOCATION PANEL MAY BE ERECTED SEE CO2_' FOR ENDLAP NOTE: ALL BOLTS TO BE 3/16" BEAD OF APPLY SEALANT BOTH OVER SEE OR AT ENDLAP LEFT TO RIGHT OR _ SECTION 1/2" X 1 1/2" A325 (49080) NON-SKINNING AND UNDER CLIP TAB AT INSTALL (7) 1/4-14 x 1 1/8" RIGHT TO LEFT TUBE SEALANT S.S. ROOF STITCH FSNR (LEFT TO RIGHT SHOWN) SEE rCO2L2 FOR FASTENER TIGHTEN BOLTS TO "SNUG TIGHT" SSR CLIP LOCATIONS PANEL MAY BE ERECTED & MASTIC LOCATION CONDITION AS DEFINED BY THE (80270) LEFT TO RIGHT OR (57650) IN DIMPLES ON PANEL 5/16" r 2" BEAD OF AISC/RCSC "SPECIFICATION FOR \ AVE, NON-SKINNING TUBE 20, MIN. DIST. AT LOW EAVE,TO LEFT SEALANT (80270) STRUCTURAL JOINTS USING ASTM ,l) FULL LENGTH ADJACENT TO (LEFT TO RIGHT SHOWN)4. f CONT. OVEF. LAP 325 OR A490 BOLTS" 4�.." ROOF HEIGHT CHANGE AREA VFPER OP. 10' MIN DIST. FOR PANELS �, BELOW WALL TO ROOF AREA � ._Z J \ 4 _/$., PANEL I -1,`4. ,,: 5/1 6" BEAD OF NON I TYP. \ DOOR HEADER. \ ' * � SKINNING TUBE 1 \�' rS�� N tt: r r4 > x SEALANT (80270) II 5/16" x 2" BEAD OF NON F1���gP r SSR CLIP / 'fish \FJ �� S _1 SKINNING TVBE SEALANT I �� ^. _t(80270) COIJT. OVER LAPPANEL I STIFFENER • ff -1F ® _ 1 fi (P54) I \_\��`` 5/16" x 2" BEAU 6 8 12 '20 SSR PANELAl.:1:4171:41". , J .. N3„ 4" LAP 3 1 2" .• \ �' OF NON-SKINNING / CLIP ?{�' / LOWER ' U A ANT 7 . ' "1\ PANEL T BE SE L {$02 0) EQUAL 3' EQUAL A �xL, VI t� -(/ g \`� � \ I I SSR RIB •zall ,/ \l►�/ I IMALEHEM—� J�3 V V \ .3/16" x 7/8" r. 28" 7 O o rCE� 'j'� -� ��{! °b CLEAN ALL MATING SURFACES TO BE WEATHER 3/16" x 7/8" r. 28" TAPE • TAPE MASTIC (80345) I 1 NOTE ADDITIONAL SEALANT SHOULD BE APPLIED TO "• �p• ;'^' _ , / 6 1/2" OR 8 1/2" ALL SSR EAVES, ROOF CURBS AND AREAS ADJACENT .. `�s�yy �j . S SEALED. REMOVE FABRICATING OILS RAIN, SNOW, MASTIC (80345) I I JAMB, SINGLE TO WALL TO ROOF, ROOF HEIGHT CHANGES AND O C ui + - 'T" ICE. DEW. DUST AND DIRT PRIOR TO APPLICATION OFAL .:4: . DEW AtJD SEALANTS. I I OPENING A STEPPED ROOF EXPANSION JOINTS. IT IS RECOMMENDED 11 ( 1 z'• '` ,._ ' HEIGHT l L. „u,_1 THAT AREAS ADJACENT TO ROOF HEIGHT CHANGES Je {l '~, ict•y. ;19 COVER AT LEAST 3 SIDELAPS WITH THE SEALANT. SECTION A—A SSR PANEL STAGGERED ENDLAP RCO2L2 SSR STAGGERED PANEL ENDLAP RCO2L3 HEADER TO JAMB WS20D9 SSR PANEL SIDECAR RC03A2 FASTENER AND MASTIC PATTERN PLAN VIEW ANY HEADER, ANY SINGLE JAMB ADDITIONAL WEATHERSEAL AT ICE DAMMING COND.RCO2L2VI 07/01/2000 RCO2L3V1 07/01/2000 PERMIT SET- For Building Dept . . Approval R 04/01/2000vP REF. RcO3A2v1 03/01 90 1 THE VP ENGINEER'S SEAL APPLIES THIS DRAWING,INCLUDING THE INFORMATION HEREON, Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP Building S Inc. ONLY TO THE WORK PRODUCT OF 9 + VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20. 00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 BUILDING S E D S REQUIREMENTS SPECIFIED BY VP. Coil . Load: Gravity 5. 00, Uplift 0. 00 psf SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR THE VP ENGINEER'S SEAL DOES Wind Speed: B0. 00 mph ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN BUILDER NOT APPLY TO THE PERFORMANCE p p APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION JOB# oR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C ALAN N. PERKES CONST. OR COMPONENT FURNISHED BY VPTHE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER CA0112 9 02-01 EXCEPT TO ANY DESIGN OR PER- Roof Snow: 25. 00 psf RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP DATE FORMANCE REQUIREMENTS OR Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/01 SPECIFIED BY VP. Seismic: Zone 3 ALLLAPIPLICABLEIVPERECTIONGUIDEBHISDRAWING, ANACORTES, Washington p : I DI DRAWN/CHECK PROJECT AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HEALTH CLUB VARCO-PRUDEN JLB GB Building Use:Standard Occupancies ERECTION,INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# 2 5 PAGF� ��..11 VPC VERSION: BRACING. NTS D 2/15/2001 11 : 05: 34 FILENAME:CA0112902-010E1 .vpc 1 NOTE• ALL BOLTS TO BE NOTE: ALL BOLTS 10 BE 1/7" X 1 1/2" A325 (49080) 1/2" X 1 Ij2" A325 (49080) PURLIN CLIP STANDARD LOW NOTE ALL BOLTS TO BE - STANDARD LOW NOTE: ALL BOLTS TO BE 4'• �S (EPC2) WELDED EAVE PURLIN 1/2" X 1 1 [AVE Y. 1 t/2•. A325 (49080) TIGHTEN BOLTS TO 'SNUG TIGHT" ,p\- TIGHTEN BOLTS TO 'SNUG TIGHT' /- /- A325 (a9080) EAVE PURLIN BOTTOM OF 1 (EPC1 ) BOLTED "SNUG TIGHT" ROOF SHEET—\\ TIGHTEN BOLTS TO "SNUG TIGHT" CONDITION AS DEFINED BY THE CONDITION AS DEFINED BY THE TIGHTEN BOLTS TO AISC/RCSC "SPECIFICATION FOR \I A15C/RCSC "SPECIFICATION FOR Cr CONDITION AS DEFINED BY THE CONDITION AS DEFINED BY THE STRUCTURAL JOINTS USING ASTM R�F�' STRUCTURAL JOINTS USING ASTM AISC/RCSC "SPECIFICATION FOR AISC/RCSC 'SPECIFICATION FOR 325 OP. A490 BOLTS" NIP' ra 325 OR A490 BOLTS" STRUCTURAL JOINTS USING ASTM \ STRUCTURAL JOINTS USING ASTIR 4P�E- 01- 325 OR A490 BOLTS" 325 OR A490 BOLTS" i� � :Pt" ?. IFS u el �' MAY BE SHOP GIRT CLIP {GC4) �pR pR elle1 \, 6 1/2" OR ` _ I. WELDED (GC1 ) �p` I j' kit a� PURLIN / / r 1� JCP052050 V- --PURLIr! CLIP I -_(SEE FRAME ' t - 1 // �' A - I ., '1/ / / �� SECTION) �p �`� icri ' 1�1J FLANGE BRACE /`a1� 1r100 I (5F6-) a 9e�lit um ‘410_ ÷ EPC ���l� SIMPLE 'I-.. �Ya\ L � reS-.- BOLTS FLANGE BRACEWALL \ (F6-) OP, (SFB-) J GIRT i /i ♦ RAKE BEAM NOTE: ALL BOLTS TO BE /// / I i1 JCP052050 S 1/2" X 1 1/2" A325 (49080) 6 1/2 ' OR 8 1/2" GIRT ej ¢ OF FRAME \\ / f'i� O• O FRAME TIGHTEN BOLTS TO "SNUG TIGHT" IH ROE`' MAY BE REOUIRED , I t , C� `2. AISC/RCSC "SPECIFIC DEFINED ION FOR \ HIGH EAVE GIRT CLIP BY THE 1 SP ��� HAUNCH NOTE' CLIP COWIJECTIOtJ MEMBER `� SEE ERECTION DWGS. STRUCTURAL JOINTS USING ASTM it 325 OR A490 BOLTS" (EGC1 6 GIRTS (EGC1-) 8 1/2" GIRTS BOLTS PURLIN) CONN . AT INTERIOR FRAME RSO1A2 WELDED LOW EAVE PURLIN (INT. FRAME) RS1 1A1 WELDED LOW EAVE PURLIN RS1 1A2 ' SSR HIGH EAVE PURLIN (6 1 /2" OR 8 1/2") RS15A1 GIRT CONN . AT SIDEWALL COLUMN WS01A2 6 1 /2" OR 8 1 /2" CONTINUOUS PURLINS W/O CLIP 6 1 /2" OR 8 1 /2" PURLINS (0.S. GIRTS) P & B END FRAME (6 1 /2" OR 8 1 /2" PURLIN) P-RIB & V-RIB: OUTSET SIMPLE GIRTS 6 1 /2" & 8 1 /2" OUTSET SIMPLE ZEE GIRTS R501A2V3 P 04/01/2000 R511A1V5 P 06/01/2000 R511A2V3 R 06/01/2000 R51541V7 P. 04/01/2000 WS01A2V5 P 04/01/2000 NOTE: ALL BOLTS TO BE FIELD LOCATE AND DRILL1/2" NOTE: ALL BOLTS TO BE -41 NOTE: ALL BOLTS TO BE NOTE: FIELD NOTCH 5 ENDWALLFIELD LOCATE AND DRILL (2) 1 /2" X 1 1/2" A325 (49080) (2) 9/16" DIA. HOLES IN 1/2" X 1 1/2" A325 (49080) GIRT FLANGE WHEN CORNER COLUMN 1/2" X 1 1/2" A325 (49080) NOTE: ALL BOLTS TO BE FIELD LOCATE AND DRILL (2) 9/i6" 9/16` CIA HOLES IN GIRT FOR. TIGHTEN BOLTS TO "SNUG TIGHT" END FRAME FOP. BOLTS TIGHTEN BOLTS TO "SNUG TIGHT" FLANGE WIDTH EXCEEDS �" TIGHTEN BOLTS TO "SNUG TIGHT" (GC10) OR {GC65) GIRT CLIP GIRT CLIP (GCS) 1/2" X 1 1/2 A325 (49080) D1ar/.ETEP. HOLES uJ ZEE GIRT CONDITION AS DEFINED BY THE CONDITION AS DEFINED BY THETIGHTEN BOLTS TO "SNUG TIGHT" TO ATTACH JAME CONDITION AS DEFINED BY THE MAY BE SHOP AISC/RCSC "SPECIFICATION FOR AISC/RCSC "SPECIFICATION FOR AISC/RCSC "SPECIFICATION FOR11 WELDED (GC2) CONDITION AS DEFINED BY THE .-- STRUCTURAL JOINTS USING ASTM STRUCTURAL JOINTS USING ASTIR 6 1/2" OR 6 1/2" AISC RCSC "SPECIFICAT1014 FOR i 325 OR A490 BOLTS" STRUCTURAL JOINTS USING ASTtA 325 OR A490 BOLTS" OUTSET EW / GABLE GIRT CLIP325 OR A490 BOLTS" COLUMN N �� \ GIRT ,\ �\\� 325UOR A490 BOLTS USING ASTM / (GC11 -) @ 5 1/2" GIFTS \ \ ��� GIRT CLIP (GC4) (GC64-) C 6 1/2- GIFTS \ \'N GIRT CLIP / \\ MAY BE SHOP \ I I < N. SEE FRAME SECTION , 6 1/2" OR 8 1/2' / RAKE BEAM �� WELDED (GC 1) N. \ FOR CLIP MARK ''S ' ( I % ZEE GIRT �� g j /� GIRT HOLES MAY BE ® 1 , �a - I I �� .� ELEVATION \ \ N CENTERD ON �� pc! i8 ,/2" INSET Ill 1IF:' • SWGIRTGI �D/ GIRTCLIP `F . Ni--- II �r I �� 6 1/2" OR 8 1/2" �. Le: 1 , GIRT WALL \ / SIDEWALLO GIRT R 8 t/2 STRUCT FSNR I / (55307) I v FLANGE BRACE \ (FB-) OR �e / ` �� 3 PER ANGLE / _ / I I (SEE-) ® ® � CORNER \ j Y . ®� 'ems.. 4 o gC , Ci,QT e 1/2„ A I «, II ,� fIL.. �r ` NOS' cc, BOLTS GIRT CLIP tea\ i �.� / GIRT CLIP A 1 / e 1' �pP iN11. \\\HS \ �� (GC65) ' 1.3" 2 j3/4"(GC10) OR I J J Oa" 1/4-14 x 1 1/4" � .� l• i s g STRUCT FSNR 1 / IeJ / �� OUTSET / Gat p RAI(E (55307) GAR I tk 0 E NOTE: ALL BOLTS TO BE GIRT FILLER I' �PFt ENDWALL/ j� BEAM 2 PER ANGLE �'Rl •�, ' FRAME 1/2" X 1 1/2" A325 (49080) ANGLE (GFA-) A 8 1/2" JAMB, 3 1/2" SINGLE OR GIRT \ 4 •A , 'Cc TIGHTEN BOLTS TO "SNUG TIGHT" NOTE• FIELD NOTCH 8 1/2" ENDWALL DOUBLE /4„ y CONDITION AS DEFINED BY THE COLUMNAISC/RCSC "SPECIFICATION FOR GIRT FLANGE WHEN CORNER FLANGE WIDTH EXCEEDS 7" GIRT FILLER STRUCTURAL JOINTS USING ASTM BOLTS ANGLE (GFA-) 325 OR A490 BOLTS" SECTION A-A GIRT CONN . AT SIDEWALL COLUMN WS01A3 GABLE GIRT CONN . TO RAKE BEAM WSO4A2 GIRT CONN . AT CORNER COLUMN WS12D2 GIRT CONN . AT CORNER COLUMN WS12E2 JAIv1B TO GIRT WS20A2 6 1 /2" & 8 1 /2" OUTSET CONTINUOUS ZEE GIRTS • 6 1 /2" & 8 1 /2" OUTSET ZEE GIRTS ANY OUTSET GIRT AT EW, ANY OUTSET GIRT AT SW ANY OUTSET GIRT AT Ew, 8 1 /2" INSET GIRT AT SW 8 1 /2" JAMB, ANY ZEE GIRT W501A3V5 R 04/01/2000 WS04A2V6 P 04/01/2000 W51202V6 R 04/01/2000 W512f2V6 R o4/o1/z000 W520A2V5 R 04/01/2000 NOTE: ALL BOLTS TO BE A 1 /2" X 1 1/2" A325 (49080)TIGHTEN BOLTS TO "SNUG TIGHT" A 6 1/2" OR 8 1/2 :4;1CONDITION AS DEFINED BY THE JAMB, SINGLE AISC/RCSC •SPECIFICATION FOR OR DOUBLE STRUCTURAL JOINTS USING ASTM 1/2" JAtdE. 325 OP, A490 BOLTS" 51fJGLE OR A ([C: , DOUBLE „ t5 . (JBC1) @ 8 1/2" JAMB • (JBC2) C 6 1/2" JAMBl,sH ��?:4, a4tt :( L I t l J FRAMED ' vej , I i/2' ANCHOR / ® 4s' > V OPENING I BOLTS IA ::: " t:STRUCT a sir MAY. / ��- 1: _FSIR PEP,(JAMB1) • + 3, q �/ I'I �° 210 n (ALTERNATE: TACK WELD) CONCRETE FSNR 3 I 4jS" 1 1/4" AT 48" O.C. In r-- --- . : `.1... I I at ;-�� n1 \'— BASE MEMBER I I ^" �� :11-?:r ` I _,� o0 1 I ZEE GIRT 0 � / j fT L 1 —Dt - - t ,. U k 0 w EXPIRES 05/07/ 0 SECTION A-A SECTION A-A. JAMB SASE ATTACHMENT WS20A8 GIRT TO JAMB WS20D2 6 1 /2" OR 8 1 /2" JAMB 8 1 /2" ZEE GIRT, 8 1 /2" JAMB W520A8Y. R 04/20/45 Yt52002V5 R 04/01/2000 VP REF. PERMIT SET- For Building Dept . Approval THE VP ENGIT7EER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, VP Buildings, Inc. ONLY TO THE WORK PRODUCT OF Building Code: 97UBC REMAINS THE PROPERTY OF VP BUILDINGS. VP AND DESIGN AND PERFORMANCE Live Load: (Reducible) 20 . 00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING 3200 Players Club Circle Memphis REQUIREMENTS SPECIFIED BY VP. Coll . LOad: GrdVlt $. 00 Uplift 0. 00 DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND Y TN38125 BUILDING SED S THE VP ENGINEER'S SEAL DOES y p psf ANY OTHER PURPOSE MODIFIED REPRODUCED WRITTEND FOR NOT APPLY TO THE PERFORMANCE Wind Speed: 80. 00 mph APPROVAL OF VP BUILDINGS. REV DATE BY DESCRIPTION BUILDER OR DESIGN OF ANY OTHER PRODUCT Wind Exposure: C ALAN N. PERKES CONST. JOB# OR COMPONENT FURNISHED BY VP Roof Snow: 25. 00 psf THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY CUSTOMER CA0112902-01 EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE,GOOD QUALITY WORKMANSHIP DATE FORMANCE REQUIREMENTS Snow Exposure Category: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION 2/15/O1 SPECIFIED BY VP. Seismic: Zone 3 LLAPPLiOABLE1VPERECTIONGUIDES IS DRAWING, ANACORTES, Washington F1 I \ DRAWN/CHECK PROJECT HEALTH CLUB VARCO•PRUDEN AND INDUSTRY STANDARDS PERTAINING TO PROPER ANACORTES HE JLB GB Building Use: Standard Occupancies ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDER'S PO# pgC,E��BRACING. NTS VPC VERSION: 2 5 {) 2/15/2001 11 : 05: 36 FILENAME.CA0112902-010E1 .vpc 11...._,i , „ I 6 0 ( ii., r-- ii\li‘...„ I An 1111ilusfraled Handbook SHOWER COMPARTMENTS The required shower compartment(s) can accommo- �� I q �7®6e�i�.7� �U�®war srta01s. to extend at le date a person in the standing or sitting position. on which the s I1106.11.10.1 Configuration. Shower stalls shall have When provided, a seat must fold out of the way, to one of the following configurations: 2. For roll-ir allow clearance for the standing user or one seated be not less 1. Transfer shower stalls shall be 36 inches by 36 in a wheelchair. Since theperson in the wheelchair inches (915 mm by915 mm , nominal and shall parallel to th II, ) less than who can transfer may prefer to use the folding seat, have a seat; or, perpendicui Ithere must be sufficient maneuvering space for the 2. Roll-in shower stalls shall be not less than 30 shall be prc wheelchair to approach the seat. Because the inches (760 mm) in depth by 60 inches (1525 mm) in Section 1101 i Igo length. end of th wheelchair does not fit completely inside the trans- 1103.11.10.2 Clear floor space. A clear floor space provided in fer-type shower, water sp►ash and drainage must be shall be provided adjacent to shower stalls. only at the c .ffl- 1 controlled by means other than stall enclosure. 1. For transfer shower stalls, a clear floor space not 1106.111.10,3 Iless than 48 inches (1220 mm) in length, parallel to provided with The roll-in shower is the preferable type. For the the open side of the shower stall, and not less than the wall oppos transfer shower, while the 1/2-inch threshold is al- 36 inches (915 mm) in width, perpendicular to the Roll in shop open edge of the shower stall, shall be located so as seat located lowed, it is not recommended, unless it is im- controls. possible to slope the TRANSFER sH 411WER EXCEPT/c I stall floor toprovide 1 [ I ..... other than hote, not be provide drainage. ii■mo■N il I .� 9 MMENWA II The seat sl ■■�U.Id■ (430 mm) and i The following diagrams ADJUSTABLE HAND—HELD ■ 1i the floor. The s 1 I SHOWER HEAD ON ■�■�ommu ■ inches (38 mr I show some of the pre- I i FLEXIBLE HOSE ����■!/,i■■ •� WOMEN/IIINK. (erred configurations, CONTROLS ON SIDE I■■■■MI ME stall. WALL—REACHABLE ■IIIII117111•■■ The seat sh which allow for alterna- FROM SEAT ■■U�■I1U depth of the s !" - y r LEVER FAUCET MM►I�! �■! the wall oppos five access, shape, and SOAP DISH � _ _^ ■ J��,. ■■� I fixture arrangement. e �_ - 22 inches (560 While tub and shower iii / ■■������■ mm) wide, me LEVEL GRATING ■�■■■■��■i I r� III. AT FLOOR IN N ■■■ ■��■■ I mounted. That are shown as inter- u / , �� RFcrssEr DRAIN ■■CCU ■ i I .r, than 14 iches Lr I f 0 V--- 6L- I An IIIus 'U riod Hemd/000k SHOWER COMPAEfl . I The required shower com artment(s) can accommo- 1 7®60 1 10 1® Shower stalls. to extend at lei I i.,,•- E date a person in the standing or sitting position. ®6e 1.�3.1 Configuration. Shower stalls shall have on which the s When provided, a seat must fold out of the way, to 11one of the following configurations: 2. For roll-ir .F-= allow clearance for the standing user or one seated 1. Transfer shower stalls shall be 36 inches by 36 be not less I in a wheelchair. Since the person in the wheelchair inches (915 mm by 915 mm), nominal, and shall parallel to thless than who can transfer may prefer to use the folding seat, have a seat; or, perpendicui Ithermust be sufficient maneuvering space for the 2. Roll-in shower stalls shall be not less than 30 shall be pn e wheelchair to approach the seat. Because the inches (760 mm) in depth by 60 inches (1525 mm) in Section 110, .-mi length. end of th I wheelchair does not fit completely inside the trans- 1 03 1 .11.10.2 Clear loo space. A clear floor space provided in fer-type shower, water splash and drainage must be shall be provided adjacent to shower stalls. only at the c ''- controlled by means other than stall enclosure. 1. For transfer shower stalls, a clear floor space not 11O6.11.i10.3 less than 48 inches (1220 mm) in length, parallel to provided with .. ma The roll-in shower is the preferable type. For the the open side of the shower stall, and not less than the wall oppos transfer shower, while the 1/2-inch threshold is al- 36 inches (915 mm) in width, perpendicular to the Roll-in show open edge of the shower stall, shall be located so as seat located lowed, it is not recommended, unless it is im- controls. possible to slope the TRANSFER SHOWER EXCEPTIC I "" stall floor toprovide EL L — other than hotel �,..s IE not be provide drainage.g l ' The seat sl (430 mm) and i The following diagrams ADJUSTABLE HAND—HELD the floor. The s SHOWER HEAD ON inches (38 mr I show some of the pre- F1�EJm0LE H®SE (erred configurations, CONTROLS ON SIDE stall. WALLL- REACHA®LE The seat sh I _, which allow for alterna- �� FROM SEAT . depth of the s tive access, shape, and ''_�'� j LEVER FAUCET the wall oppos ' fixture arrangement. o SO.R DISH i .g 22 inches (56G e � - mm) wide, me. While tub and shower Li �e GRATINGATLEVEL FLOO _�� _ Lmounted. That I are shown as inter- p i7771 .7 RECESSED DRAIN N. � , than 14 iches ACCESSIBILITY1 DESIGN FOR ALL s- E WATER CLOSET COMPARTMENTS 1.1 ....The regulations require that where more than 5 water Since there are many transfer techniques, it is R�[� • closets are located within a toilet room, in addition to necessary to provide space to allow for the wheel- Ill the wheelchair accessible compartment, one stall chair to take various positions adjacent to the water must provide ambulatory accessibility [cf Sec. closet(see illustration, below).1106.11.4; Appendix A, p. 16]. This configuration ' provides assistance to the person who may use Grab bars must be placed properly, so as to accom- TOP OF GRAB BAR _ crutches, a walker, or leg brace, or who may have modate as many individual requirements as possible. RECESSED x difficulty in rising. Wall-mounted grab bars are necessary,to avoid the DISPENSER ma ;� TOP OF SEAT Ow. Millipli 1 -�obstructions created by floor-mounted grab bars. AThe height of the water closet is established to allow swing away grab bar on the wide side of the water I ,v � i_ _ ■ for level horizontal transfer from the average size closet may be added,to provide additional options. wheelchair. The most common method is a lateral TOE SPACE eP124 Iur transfer from the wheelchair to the water closet.This The compartment must be large enough to allow the ss min Wah wall mounted w.c. is accomplished by removing the arm of the chair and wheelchair to turn so that the user may approach the 48„min. 9 min.with floor-mounted w C. ,,, i sliding across, and requires sufficient space for water closet from a variety of positions, and close the o Q d positioning the chair to the side of the water closet. door. Dispensers must be mounted within the reach a 54" D !win I of seated persons,and should not violate the required � ' unobstructed space. There should be lever- or u o o loop-type pulls on each side of the compartmentIN E r 1 door. A lower coat hook and small shelf are o ' ' _ - II II t . : see recommended. _ � Jpr E o Y E co iiM � The drawings on the facing page show some of the illN preferred alternatives for installing accessible water ' ; „ closet compartments in existing toilet rooms. Y _ 1 °- lir,' ter, r\ It / la 24" min D Taihio air‘�1 rm.i it a �- , . ` ' ' 4 0 1 i 48 1 oil An Illustrated Handbook on as� 1106.11.3.3 Door hardware. Doors of accessible toilet 1. In Type B dwelling units the edge of the lavatory shall be 1 i06.11.3 Wheelchair accessible toilet stalls. located not less than 15 inches (380 mm) from the ,,�._ stalls shall comply with Section 1106.3. centerline of the water closet; or 1106.11.3.1 Dimensions. Wheelchair accessible toilet 2. In all other occupancies the edge of the lavatory shall be 1106.11.4 Ambulatory accessible toilet Stalls, located not less than 18 inches (455 mm) from the stalls shall be at least 60 inches (1525 mm) in width. Ambulatory accessible toilet stalls shall be at least 36 F centerline of the water closet. Where wall-hung water closets are installed, the depth inches (915 mm) in width, with an outward swinging, of the stall shall be not less than 56 inches (1420 mm). 1106.11.5.2 Height. The height of water closets shall Where floor-mounted water closets are installed, the self-closing door. Grab bars shall be installed on each g g side of the toilet stall and shall comply with Sections be a minimum of 17 inches (430 mm) and a maximum depth of the stall shall be not less than 59 inches (1500 1106. 11.5.3 and 1106.11. 11. of 19 inches (485 mm) measured to the top of the seat. mm). Entry to the compartment shall have a clear width Seats shall not be sprung to return to a lifted position. of 32 inches (815 mm). Toilet stall doors shall not swing 1 i06.11.5 Water closets. 7.1-A into the clear floor space required for any fixture. Except 1106.11.5.3 Grab bars. Grab bars shall be installed at w+ one side and at the back of the water closet. The top of for door swing, a clear unobstructed access not less 1106.11.5.1 Clear floor space. The lateral distance than 48 inches (1220 mm) in width shall be provided to from the center line of the water closet to the nearest grab bars shall be not less than 33 inches (840 mm) 1,■"11 toilet stalls. (840 mm) and not more than 36 inches (915 mm) above obstruction, excluding grab bars, shall be not less than and parallel to the floor. Grab bars located at the side 18 inches (455 mm) on one side and 42 inches (1065 shall be a minimum 42 inches located mm) in length M 1"..._,� EXCEPTION: Partitions may project not more than one inc mm) on the other side. In other than stalls, a clear floor located not more than 12 inches (305 mm) from the rear in the aggregate, into the required width of the stall. space of not less than 32 inches (815 mm), measured I ' ,. wall and extending at least 54 inches (1370 mm) from perpendicular to the wall on which the water closet is the rear wall. Grab bars located at the back shall be a 1106.11.3.2 partitionand Toe clearances. In any toilet stall, the front mounted, shall be provided in front of the water closet. at least one side partition shall provide a minimum of 36 inches (915 mm) in length and shall I _. (230 mm) above the EXCEPTION: In other than a toilet stall, lavatory may be extend at least 12 inches (305 mm) beyond the center -�- toe clearance of at least 9 inches floor. located within the clear floor space required for a water closet of the water closet toward the side wall and at least 24 provided that knee and toe clearances for the lavatory comply with inches (610 mm) toward the open side of the water I1 - EXCEPTION: Toe clearance is not required in a stall with a Section 1106.11.7 below and: closet. Grab bars located at the back shall be mounted l �� depth greater than 60 inches (1525 mm). not more than 9 inches (230 mm) behind the water closet seat. See also Section 1106. 11.11. 1106.11.5.4 Flush controls. Flush controls shall be w"i ■■•■■■■■■■■■- - ""`■" mounted for use from the wide side of the water closet ■■■■■■■■■■■■■■■■■u■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■„■■■■■■■■■■■■■ area and not more than 44 inches (1118 mm) above the ' ■■■■■■■■■■■■■■_.■■■■■■■■■■■■■■ i semi ■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■ floor. Flush valves shall comply with Section 1106.3. - CI■■■■Iiil■■■■1::1■■■■1:��i■■■■I.-■■■■■■ U ;,■■■■■,■■■■■I I■■■r■I I■■■VA■■■■■■■ 1 '�� £ 1106.11.5.5 Dispensers and receptacles. Toilet paper �, I I■■■■■%■■■■■1 I■■�%■1 I■■%%■■■■■■■ ► 1 p I■■■■1<a■■■■■1 I%i%■■I I%i■■■■■■■■■ I I■��■■■■�■■■■■��■■■■I•.■,■■■■■■ and other dispensers or receptacles shall be installed J 11, ■■1F■ti'■■■. ■■■u ■■■■■■■■ I ■�■■■ ■■■■ ■■■■ ■■■n■■ within easy reach of the water closet, and shall not �. I I■� =II ■■■■�■■■■I 1■■■ ■■ ,� _,. ... ..■. ■■■■ �•■■ ■n interfere with grab bar utilization. 1IA 1106.11.E Urinals. A clear floor space measuring 30 .� inches (760 mm) in width by 48 inches (1220 mm) in or. dm I ......iiiiii.UUI•iiiiiiiiiiii ■■■■■■n0■■■■■■■■■■■■■■■■■■■■■ A. .N, ;.: depth shall be provided in front of urinals to allow for mull Kim.■■■■■■■■■■■■■■■■■■■ forward approach. Urinal shields shall have a clear ■■■■■■iota■■■■■■■■■■■■■■■■■■■' s ace between them of not less than 29 inches (737 ■li�1■■■■Ii rpm ■■■■■■ 0...- i■■■■■I■■■■■■I I■■■■U I'■■■■.n■■■■ mm) and shall not extend farther than the front edge of ■■■■■I■■■■■■I I■■■■%I'■■■E■■■■■■■ ■■■■■,■■■■■■„_■■■■I■■■.■■■■■■■ the urinal rim. Urinals shall be stall-type or wall-hung I I I■■■■■I■■■■■■I I II■■I II%■■■■■■■■ IIMME■■■IMMI�.►.■■WPM=■■■■■■ with an elongated rim at a maximum of 17 inches (430 N. I I■ %■I■A ■■■�■■if ill■■®�■ :► : i Ili i::i► �::fit �::: �� mm) above the floor. Flush controls shall be mounted — "" '■■' '■" '- 40, not more than 44 inches (1118 mm) above the floor. .• F Flush valves shall comply with Section 1106.3. LOCATION ALTERNATIVES r 49 Si ,� An illustrated Handbook 1105.2.2 Ti oiilet Facilities. Toilet facilities located within any toilet facility. Vvnere mirrors, towel fixtures and accessories are rovided, at guest rooms and congregate other toilet and bathroom p accessible dwelling units, I* residences shall comply with Sections 1106. 11 and least one of each shall be accessible. 1106.27. -_— 1106.11 Bathrooms, Toilet Rooms, Bathing EXCEPTION: Within accessible dwelling units, only one toilet Facilities and Shower Rooms. z, IIIIII facility need be accessible. 1106.11.1 General. Bathrooms, toilet rooms, bathing L. „ In each toilet facility in other occupancies, at least facilities, and shower rooms shall be designed in INIII ,, ■ ,t '_'_� one wheelchair accessible toilet stall with an accessible accordance with this section. For dwelling units, see water closet shall be provided. In addition, when there also Section 1106.27. �t - mare 6 or more water closets within a toilet facility, at IN ,■■■■I■lig/1111111 MIMI MI • least one ambulatory accessible toilet stall complying 1106.11.2 Unobstructed floor space. An unobstructed _ 1, . .4--- with Section 1106. 11.4 shall also be installed. floor space shall be provided within bathrooms, toilet ' 6' 2" , rooms, bathing facilities and shower rooms of sufficient Where urinals are provided, at least one urinal shall size to inscribe a circle with a diameter not less than 60 be accessible. inches (1525 mm). Doors in any position may encroach Ij I i 1 I into this space by not more than 12 inches (305 mm). i Goo a. l ! 105.2.3 Lavatories, mirrors and towel fixtures. At• The clear floor spaces at fixtures, the accessible route f� ! _ ! t ®—® least one accessible lavatory shall be provided within of travel and the unobstructed floor space may overlap. 7- \/ „ „ i � \/ 48" r f . 44" (FORWARD APPRO CH) - ,, ---r- . I ' c /\ , 1.111171Millit I 1 L 32' MIN. _71., il L!I ! I %0 rr W _ _____ Nt ,_o —® 18" �— Z -\. - 24" MIN. W 0.-- a [ n Ei UNOBSTRUCTED 48 FLOOR SLLI PACE ' ;" °>.y We FLUSH , i min MECHANISM MIi� DOOR CLEARANCE AWAY FROM X WALL SIDE I 1 ft- -- ••• --A )C C 3 ^� E 1 E r- .,� i z M D a �! 1! _ik,..._...../4 = , - '... : : N.) :c1) i .1- 48" MIN. ®- 6" MAX. *If . f 1' V— n 32 18°VESTIBULE min min 9T N.; 19' MAX. o ALTERNATIVES f T { 4'-6^ 0 lIllamniwnwmmpFmpr_" ._m,rxr_„.„,_„.. .--- . . ____ 51 RECEIVED MAY 31 Z001 'WIII_DIMG DEPT. 26 6 , \\a- t\---0--e___ EQUIPMENT & COMPONETS GAS FURNACE SCHEDULE NWAL NOTES FD SIRE DAMPER SYMBOL SERVES MAKE t MODEL IN OUT AFUE CFM OSA ESP ELECT AMPS LBS REMARKS RECTANGLER DUCT SIZES SHOWN ARE FREE NET AREA DIMENSIONS. INCREASE DUCT SIZES SF➢ CEILING RADIATION DAMPER TO ACC04MODATE LINER. ALL AIR MOVING EQUIPMENT SHALL HAVE A MINIMUM OF 8 FT OF BED DAMPER LINER ON THE INLET AND OUTLET. ALL SQUARE DUCTING FOR GPLGP2GP3 t GP4 SHALL BE BED BACK DRAFT DAMPER Fl ENTRY ZONE YORK P311HC16ND7501 80 MBH 75 MBH 91Y. f600 462 S 115/60/1 12 155 ECOOMIZER SD DUCT SMOKE DETECTOR INTERNALLY SOUNDLINEA EXPOSED INTERIOR DUCTING SHALL BE SPIRAL PIPE .� CONSTRUCTED TO SMACNA STANDARDS. F2 CENTER ZONE YORK P3DHC16N07501 1300 MBH 75 MBH 91% 1600 423 S 115/60/1 12 155 ECONOMIZER N ALL CONNECTING DUCTWORK.SHALL HAVE A FLEXIBLE DUCT CONNECTION l� EQUIPMENT TAG INSULATE ALL DUCTING OUTSIDE TIE CONDITIONED SPACE TO A MINIMUM R-7. EXTERNAL 01 1213 MLO LOCKER/BATHS REZNOR HXE 125 125 RIM 100 MHH BD% 1600 752 A 115/60/1 295 SS EXCHANGER (E-3), SPK IGNITION, 2 STAGE DUCTING TO HAVE R-7 MINIMUM SOUNDLINER. CONTROLS GAS CONTROL, FILTER RACK, AIR CONTROLCr) PACK (AR15) SEE CONTROL NOTE. 1/2HP 810RPM EXPOS DUCTING WI TIN MOTHIN THE CONDITIONED SPACE NEED NOT BE INSULATE. N ® THERMOSTAT SEAL ALL TRANSVERSE .JOINTS SEAL ALL TRANSVERSE JOINTS OANIIN DLONGI CTS HTUDINALNSEAMS ON DUCTS BETWEEN 2' TO 3'1/2' TO 2' SP. �"� 01 (S 00 ell CDREMOTE TEMP SENSOR GAS PACK SCHEDULE SP. SEAL EXTERNAL DUCTING WITH WATER PROOF SEALANT. 3' MASTIC TAPE OR EQUAL. 4 o. c, ® MOTORIZED CONTROL DAMPER ALL EQUIPMENT TO HAVE RUBBER ISOLATION (NON CORK TYPE). 4 - O SYMBOL SERVES MAKE I. MODEL COOLING CAP EER IN OUT AFUE CFM OSA ESP ELECT MCA LBS REMARKS Tr1 AIR TERMINALS GAS PIPE REGULATORS SHALL BE MAXITROL 44E225. VENTS ON INTERIOR REGULATORS V U GPI NAUTILUS YORK DH120NI5A2AAAIA 115 MBH ILO 180 MBH 144 MHH 80% 4000 765 .2 208/230/3 512 1207 ECONOIZER/HAR REL MAY NEED TO BE VENTD, CHECK SPECS. DIFFUSER/GRILLE DESIGNATION GP2 CARDIO YORK DH12045A2AAAIA 115 MBH 11D 180 HEM 144 MBH 807. 4000 765 2 208/230/3 512 1207 ECONOIZER/BAR REL SECURE T-BAR GRILLES TO SUSPENDED CEILING. ANY VISIBLE METAL BEHIND GRILLES G� O SG NECK SIZW AND OR DIFFUSSERS SHALL BE PAINTED ILK. C-' 1 fX1O AIR FLOW RG = RETURN DIFFUSER GP3 AEROBICS YORK DH120Nt5A2AAAIA 115 MBH 11D 180 NBH 144 MBH 80% 4000 803 2 208/230/3 51.2 1207 ECONOMIZER/BAR REL ALL SUPPLY, RETURN AND EXHAUST BRANCH DUCTING TO HAVE BALANCING DAMPERS. 50 RG = RETURN GRILLE POSITION BALANCING DAMPERS AT BEGINNING OF BRANCH RUN MAX OF 8' OF FLEX DUCT f� EG = TRANSFER GRILLE GP4 FREE WEIGHTS PORK DCG060N07925EC 59 MHH 10.0 100 MHH 79 MBH 80% 2000 530 ESP 208/23D/3 27.9 700 ECONOIZER/HAR REL PER UNEXPOSED BRANCH RUN. EXPOSED DUCTWORK SHALL HAVE RIDGIT CONNECTIONS. W e SG = SRAPLYER GRILLE - - ✓ SG = SUPPLY GRILLE BALANCE SYSTEM AS PER MR QUANTITIES ON DRAWING. TIM SR = SUPPLY REGISTER O'ONTRIIL NITF$ A r, 6 2:9 x DUCTWORK & ACCESSORIES CONDENSING UNIT SCHEDULE LOCKER ROOMS jjj �J SYMBOL SERVES MAKE L MODEL COOLING CAP SEER ELECT MCA LBS REMARKS ADDITION CONTROLS WILL NEED TO BE ADDED TO NLD'S MR CONTROL PACKAGE TO O ES" ACIEIVE THE FOLLOWING. �y�{ E ACI Fl YORK MODEL HIDH04806 48 MBH 123 208/60/1 321 235 SIZE LINE PER EQ. SPECS UNOCCUPIED MODE. ML)1 FRESH AIR DAMPER SHALL REMAIN CLOSED AND RETURN AIR t.M�4 ® SUPPLY DUCT UP/DOWN ""— DAMPER 100Y. OPEN, EFl SHALL BE DE-ENERGIZED. ON CALL FOR HEAT MU1 HEATER AND AC2 F2 YORK MODEL H4DH04806 48 MBH Ne3 208/60/1 32.1 235 SIZE LINE PER EQ. SPECS FAN SHALL CYCLE TO MAINTAIN SPACE SET POINT. RETURN DUCT UP/DOWN OCCUPIED MODES FRESH AIR DAMPER SHALL BE IN THE MINIMUM POSITION, FAN SHALL RUN t TURNING VANES C04TIMLISLY, EF1 SHALL BE ENERGIZED ON LOW SPEED. ON CALL FOR HEAT ND HEATER INDOOR COIL SCHEDULE SHALL CYCLE TO MAINTAIN SPACE SET POINT. ON CALL FOR COOLING FRESH AIR DAMPER SHALL OPEN TO 100X, RETURN AIR DAMPER SHALL CLOSE. EFI SHALL BE ENERGIZED ON 96 S MANUAL VOLUME DAMPER (SEE NOTES) HIGH SPEED. �._ •() MOTORIZED DAMPER SYMBOL SERVES MAKE L MODEL COOLING CAP LBS REMARKS GPI,GP2,GP3,GP4 t FIFE ; ..II II - - _ ' Cl Fl/C1 YORK MODEL GIHD048 48 MBH 63 HORZ. CONFIGURATION, FULL CASED COIL SADDLE TAKE OFF 1BS]CCUPID MODES ECONOIZER SHALL HE IN U CLOSED POSITION AND FAN C2 F2/C2 YORK MODEL G1HID048 48 MBH 63 HORZ. CONFIGURATION, FULL CASED COIL IE-ENERGIZER WITS SHALL CYCLE TO MAINTAIN SPACE SET POINT. inj SPIN IN TAKE OFF OCCUPIED MODE. ECOOMIZER SHALL BE IN THE MINIMUM POSITION AND FAN ENERGIZED. O tli CALL FOR HEAT UNIT SHALL CYCLE TO MAINTAIN SPACE SET POINT. ON CALL FOR COOLING THE ECONOMIZER SHALL BE USED FOR 1ST STAGE COOLING. BELL TAKE OFF EXHAUST FAN SCHEDULE EF3 10 Xx8 f SYMBOL SERVES MAKE L MODEL CFM ESP RPM MOTOR ELECT TYPE LBS REMARKS EF3 SHALL BE INTERLOCKED WITH F2 AND ENERGIZED IN THE OCCUPIED MOUE. U SHEETNETAL DUCTWORK 1 EF1 BATH/LOCKER GREENHECK GB-130-5 861/1600 .08/.25 1140/1725 1/2 HP 115/60/1 DOME 210 B.D.D, CURB , SEE CONTROL NOTES ECONOMIZERS (GENERAL) } 01 „Ill FLEXIBLE CONNECTION OPERATION. AIR ECONOMIZERS SHALL BE OF AUTOMATICALLY MODULATING OUTSIDE AND EF2 TANNING GREENHECK GB-90 400 .25 860 1/4 115/60/1 DOOM 30 CONTROLLED FROM T-SIATS RETURN AIR DAMPERS TO PROVIDE 100X OF THE DESIGN SUPPLY AIR AS OUTSIDE AIR TO REDUCE OR ELIMINATE THE NEED FOR MECHANICAL COOLING. IIIIIIIIIIIIIIIIIIIIIIIII FLEXIBLE DUCT, 8'-Et' LONG MAX EF3 MANICURE GREENHECK CSP-225 560 .25 1080 - 115/60/1 CABINET 36 INTERLOCK WITH F2 OCCUPIED NODE CONTROL. AIR ECONOIZERS SHALL BE CONTROLLED BY A CONTROL SYSTEM CAPABLE OF DETERMINING IF OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDINGS CWLLIIC ® CEILING SUPPLY DIFFUSER EF4 LAUNDRY GREENHECK SP-9 130 .25 1050 - 115/60/1 CEILING 10 INTERLOCK WITH LIGHT SWITCH LOADS, ® CEILING RETURN GRILLE SMOKE EYCO CONTROL MOVING AN EXCESS OF2000CFM HAVE A DIRECT EXIT TO THE EXTERIOR ® CEILING EXHWIST GRILLE - WITHIN IOW. SHUTOFF FOR SMOKE CONTROL IS NOT REQUIRED. CONTROL SCHEDULE _ CYI— SYMBOL MAKE t MODEL DESCRIPTION REMARKS D I PROGRAMMABLE NIGHT SET BACK WITH 5 CONFIRM LOCATION WITH OWNER/SUBBASE L1_ ,cS, pR T T HOEYWELL T7300A1005 DEGREE DEAD BAND Q7300E1008 LLJ 3 Q ABBREVIATIONS TI HONEYWELL MODEL T651A2002 MANIAC THERMOSTAT COOLING M.Y. 120V HUGH VOLTAGE STAT, CONTROLS EF2 U = W pa coi CFM CUBIC FEET PER MINUTE S HONEYWELL MODEL T704761000 AVERAGING REMOTE SENSOR CONFIRM LOCATION WITH OWNER. —) (n D W COMB COMBUSTION AIR N NONEYWELL / GREENHECK DAMPERS DAMPERS AND ACTUATOR TO COMPLETE AS SET DAMPERS AS PER AIR QUANTRES ON 0 Li _I F- • ce COP COLFFICtENT OL P PER CONTROL NOTES PLAN I— 0ERFORMANCEti CK CV CONSTANT VOLUME C 1 EER ENERGY EFFICIENCY RATIO AIR TERMINAL SCHEDULE z Q ¢ FA FRESH AIR SYMBOL MAKE t MODEL DESCRIPTION REMARKS Z HP HORSE POWER BORDER STYLE (F) BLADE ORIENTATION IL) d SRI PRICE MODEL 520D DOUBLE DEFLECTION, SURFACE MOUNNTED SUPPLY REGISTER FASTENING (A) WHITE FINI (B1 SH 2) KW KILOWATT LBS POUNDS WEIGHT CBI PRICE MODEL 24 X 24 AMCD MODULAR CORE, T-BAR MOUNTED SUPPLY DIFFUSER WHITE FINISH (n2) MBH 1000 BTU/HR CD2 PRICE MODEL RCIE ROUND CONE SUPPLY DIFFUSER WHITE FINISH (1112) W ME- - MCA HI MCA AMPACITY CD3 PRICE MODEL 24 X 24 SNCD MODULAR CORE, T-BAR MOUNTED SUPPLY DIFFUSER WHITE FINISH (H12) c OSA OUTSIDEAIR COINER, SURFACE MOBNTE➢ RETURN GRILLE BORDER STYLE (F) BLADE ORIENTATION CU RG1 PRICE MODEL 530 FASTENING (A) WHITE FINISH (n2) F- U PH PHASE BORDER STYLE CTB) WHITE FINISH U RG2 PRICE MODEL GOAL EGG CRATE FACE. T-BAR MOUNTED RETURN GRILLE c(TB) LU SEER SEASONAL ENERGY EFFICIENCY RATIO HERDER STYLE (TB) WHITE FINISH -1 RG3 PRICE MODEL 80 EGG CRATE FACE, T-BAR MOUNTED RETURN GRILLE CH1� SP STATIC PRESSURE LOUVER, SURFACE MOUNTED RETURN GRILLE BORDER STYLE CF) BLADE CEMENTATION IL) V VOLTS RG4 PRICE MODEL 530D FASTENING (a VFITE FINISH (n2) DATE:WPD WATER PRESSURE DROP EGI PRICE MODEL 80AL EGG CRATE FACE, T-BAR MONTED EXHAUST GRILLE BORDER STYLE (TB) WHITE FINISH CH12) 5/22/20Q1 EG2 PRICE MOTEL 80 EGG CRATE FACE, T-BAR MOUNTED EXHAUST GRILLE BORDER STYLECMb WHITE FINISH SCALE' EG3 PRICE MODEL 80AL EGG CRATE FACE, SURFACE MOUNTED EXHAUST GRILLE BORDER STYLE((F) WHITE FDQSM NA •� - `.( TGJ PRICE MODEL S30 BORDER W BLADE O IENTAM CL) LOUVER, SURFACE MOUNTED GRILLE DRAWN GLK • JOB NO: AIR DEVICE SCHEDULE NA • SYMBOL MAKE t MODEL DESCRIPTION CFM - REMARKS SHEET NO( ALUNIMN ROOF MOUNTED HOOD. CURB TD RHI GREENHECK MODEL FHI 30X30 FRESH AR INTAKE HIED 3200 MATCH ® ICI i G\Jcbs\ContractONE\PerkSConst\Anac Health Club\AHC_MECH_06.DWG I N 0\ t M N V c, h•1 C., 0 REG.WITHIN 12' ci 1 4 oZ, z OFE.INLET.TYP -tC r"`� w �' Q• / �Wy ® ® O ,� yW W U3 1---- CD 0 i O Lril O O W� v) H p A Up Chase NA M x g RI *Talk kj$► -z 1114"GAS `_ ____ ____ _ ►�i1 7C3f y MU EMT PAPA `1IIIIIIIIIIIIIIIIU rr�" 2372 ��►dre P3 �— L. — ■well— __ If MN TOG AEROBICS TO GP4 /11 qs,j tf1l I IP. ' �! 1v .rim 411111 Fy3�.t�j %i Kin �� 1�-Y D �, � 'J „ II L Era1: � — JI `� ���' 1�1�x�2 ,' uY ■ ill in o �/ � tee ,, (1(1 R1 ``E' �' 1 �e nuuuulB'� FREE WEIGHTS i.. ��liulllilllilllEiL�a�� ___ �_ � � "o' i v t I !f� ` - 4 to I 1 td! s TO MU /�� Est v AN. If �P ®i ) 20x20 t+e` 3S1 iP � u eIP In r /' D� er �1/ ii �� I te: 1 L� �_--.,--T —1 1_� w _= LGF ; JY1L L ,� FA VR �li�iii �N!�� wig �`3` � I- ii KEN r a Lt0111u L( Iel in i; x� ._i I 1 W De S III III iSYea II w ■IId ) - l�• 11111 fI W i n IL- LI II • ��ei•� 41 gm / I� • 0 up e'�t L,J c i" ill 111, _ "jitl _' _ " ii_ ii Z ai 11 ril II- 7• ■_I� ��r UM it ,�••� If ____ - __ -il If I LLJ O Q EX. LVR . 1 _ - " S ri ,it it 0m iy,'�ra .0,14. II it .I - �•;jI IIIF rtr �' it ii i i ii Q Z . , u.= „ it u' U ii it f=-. .----_�I Q \ mr �� LOBBY ,1 tr u r --II Side Wall Al BA it �� ___._'_'I� 1 F -II PVC Vent ee.. WG e� I 1li Kits ���� �1 0 ,If �! CARDIO NAUTILI i�; At r OR I00 o II 6'(:�� 4___-11 W '�1 `hp.•A6 it c �1 I v ,Ii. — — `3.i� I-=-' �� Tor i Z r hem AM.MN I I H ' J I to ' U•]I am I,, I"-- —�i WI 74e ,� U OT �� UN o—� u e ,. �11111111 ' i 1If, o t �,,,Y- Al rear.... �l ' i it �' � r0alri uok istitaTE:;111r ipCAPTEE FOP r—__ii dTOD1 II t44� (e►$ 10AFF lL lFUTURE —ismiu TZ•: � ` 3la GASDATE' " '� � cCii► p ¶WJ ii 4 11k WI rva GAS 5/22/2001 il `� lillll'IIIIIIl;!Ir.7r a risen .,.,.,.. mED 1 T T T II—I I �1 PRESSURE GAS SCALE 7 r�1 ,ee1�1 ��, _anew__. _.�_-.fie ii GA 1/8' PER FOOT DRAWN: GLK 0 ® O CDJOB NO' 0 --- ° NA a SHEET NOt \\ 1 2 Is 0 C,\,jobs\Cortiroctars\PerksCorvst\Mac Health Club\AHC_HECH_o6AWG a I Rnd pipe iiiiiiiiiiiiiiii� N ~ " y t 1 _ i 2 1/2' Min strap width Seal at roof :1k & `_ �� h 18' storm collar � —. l� 8' Max flex length �— _ Gradual bend AWrr m _ _ ����10Ah� 4 Q I � clearance7 uz Dbl wall gas F O Z d Z k w Grille Connection Detail Gas Vent Detail i i \i‘i `"' W v, Not to scale Not to scale r" a\ Ca CAE-' � Z Locker Room Detail AcNi Not to scale 1 Q o AIIIIIIIIII Manufactures curb per pitch r �/� —_-- 12] f BackDraft damper FA. LVR p 1600 cfm 'II-� a�^ IUD F. I. Y. Sq duct down L` - ter; Exhaust Fan Detail S6oLcm It 4!, Not to scale © 1. EX. LVR i� 580 cfm i1u1 m , 2 = _ P3---- I III a 200 F— o twill Side Wall �� ce9 . cccr Vent 1►�d_ I i� "'�1 on roof 1 FA Hood I— Lil 3 __ ti _ _ `i� C FLLI — ` . ce LL1 —1 pc a_ F— OQC E Mechanical Rm w 0 ¢ Not to scale Z Q I Q Z Cu cz ui ------------- cz Return Air Grilleill , _ '~ j .��1 PIA u.-11 for GP, 24/24 REI i DATE' 5/22/2001 '• RETURN AIR DETAIL SCALE' j u4e' 1/8' PER FOOT x/x xeiva� �. DRAWN j 1111111, lull GLK liii . lI JOB NO. NA GP1,2,3,4 RETURN DETAIL Aerobics/Cardio Detail SHEET NO: N Not to scale Not to scale 5. GAJohs\Con tractors V4rkECorlt\Nnc Health Club\Mc_4ECH_O DWG • .-ti CA N Qv af N Cl U CN M 10' clear, F/A to 10' clear. F/A to a vent \ vent C N O I Ii Structual by Z Z Structual by — others — O e others ----__---- -- yWy �4 w .,� xy en W rn Gas reg. illan=,,,:ill / Gas reg. Z Nv_ 4" Pleated4" Pleated - A M d C2filterbank filter bank C1 c----rI F2 '�' '.I Fl ^� Run Lines to , = a —+ems Run Lines to Plumber Provided7�1�"• u Plumber Provided Drain �• � \ / ` Drain Emerg. Pan Emerg. Pan 1` MECH RM F2 VIEW MECH RM F1 VIEW Not to scale Not to scale �� �- y fr 6' Clear o J } a Q 3/8' All Thread W ,111114 1D clear. F/A to I— vent W = l hla � vj � w o 1-- Structual by cv i d cc Pan others U o WIFSIIIMIII 3 n IY z W U Adapt 1/2" —z -- z GL Isolation allthread to 1" Gas reg. Q Z Pad pipe hangers Q 7" Vent 1 1/2' Angle FA LVR ® \ a 1 J z 16GA Strap U a. LJ ____:: 0 ry — DATE' 5/22/2001 Isolation & Hanger Detail MECH RM MU1 VIEW SCALE: Not to scale Not to scale 1/8' PER FOOT DRAWN' GLK JOB NO, NA SHEET NO t Ci\Jobs\CoMrnctors\PerksConst\Annc HenlSh Club \Alt _HECH_06.OWG P PROJECT TEAV AE55R VIATIC \ S SYV5OLS PROJECT DATA DRAWL \ G INDEX n ' ARCHITECT ABV ABOVE JT JOINT ® ® NORTH ARROW PROPERTY ADDRESS 1600 R AVE ARCHITECTURAL CARLETTI ARCHITECTS. P.S. AFF ABOVE FINISH FLOOR ANACORTES . WA 08221 ' ' :tips': • 2204 RIVERSIDE DRIVE STE 270 AC TILE ACOUSTICAL TILE LVL LEVEL A-1. 0 COVER SHEET, GENERAL NOTES * � BUILDING CODE 1007 UDC A-1.0 SITE PLAN/SITE DETAILS MOUNT VERNON. WA. 08273 ACT ACTUAL L LONG. LINE \ / GRID LINE 1007WASHINGTON STATE BUILDING CODE q.2.0 FLOOR PLAN <, PHONE, (360) 424-0394 AL ALUMINUM LAV LAVATORY ACCESSIBILITY CHAPTER 11 'ACCESSIBILITY' A-2.1 ENLARGED LOCKER ROOM PLAN FAX. (360) 424-5726 ARCH ARCHITECTURAL LIN LINOLEUM A-2.2 SCHEDULES ' CONTACT. PETER CARLETTI A TILE ASPHALT TILE LT LIGHT BUILDING SECTION ENERGY CODE 1990 WASHINGTON STATE NREC • A-3.0 ELEVATIONS CARLETTI ARCHITECTS P.S. AVG AVERAGE ZONING CLASSIFICATION CM A-4.0 BUILDING SECTIONS architecture&plannEoeg OWNER _ MAR MARBLE A-5.0 WALL SECTION/DETAILS PARKING REQUIRED 11.250 GROSS S.P. • 9STALLS PER 1000 Sr • 39.75 STALLS RYAY L.L.C. BLKG BLOCKING MO MASONRY OPENING A-6.0 DETAILS 2204 'Riverside Drive /oi WALL SECTION PER SHS.COM MASTER PLAN BR BRICK MFR MANUFACTURE A-6.1 DETAILS 270 1609 'R' AVE .0 ANACORTES. WA. 98221 MATT MATERIAL PHONE. (360) 200-3068 CPT/C CARPET MAX MAXIMUM 2 PARKING PROVIDED 34 STALLS STRUCTURAL Mount Vernon, WA 98273 DETAIL OCCUPANCY A-9 CLG CEILING MECH MECHANICAL g FAX, (360) 209.2787 5-1 NOTES / DETAILS Phone: (3601 424-0394 CONTACT. MARC YOUNGBERG CEM CEMENT MTL METAL OCCUPANCY COUNT 200 S-2 FOUNDATION / FRAMING PLAN Fax: (360) 424-5726 it_ CENTER LINE MIN MINIMUM - - - --( PROPERTY CORNER S-3 DETAILS OWNER REPRESENTATIVE C TO C CENTER TO CENTER MUL MULLION INTERSECTION CONSTRUCTION TYPE II-N TEX LADISH CT CERAMIC TILE FOOTPRINT HEATED AREA 11.250 S.F. CIVIL 1601 'R' AVE CLO CLOSET NAT NATURAL oik TOP OF SUBFLOOR SPRINKLERS BUILDING IS NOT SPRINKLED N 0 ii CW COLD WATER NOM NOMINAL ELEVATION MARK -` - ----- SPECIAL C_1 SITE PLAN ANACORTES, WA. 08221 EL. 10'-10 1/2' PROVIDE SPeCXAL INS TION Fog BOLT TeNSIONINGIOF,-PHONE. (360) 200-8558 INSPECTION METAL BUILDING SYSTEM COL COLUMN NA NOT APPLICABLE C-2 DETAILS FAX. (360) 200-0920 CONC CONCRETE MC NOT IN THIS CONTRACT W L ING PREP REED 25.00' (NEW) SPOT ELEVATION PROVIDE 9PECIAL INSPECTION FOR ANY E D 0 lCMU CONCRETE MASONRY UNI NTS NOT TO SCALE IN A SHOP OR ON SITE. ELECTRICAL 1Ø,4 . sr /� CONST CONSTRUCTION NO. / NUMBER 23.72' (EXIST.) j CONTRACTOR CONT CONTINUOUS LOBBY AREA LIMITS AND INCREASES - �./ a-2.o DATA/PHONE/OUTLET PLAN SF ED .HI "I. 4, ALLOW. ALLOW E-2.1 LIGHTING PLAN ANP CONSTRUCTION COORD COORDINATE OC ON CENTER 101 ROOM NAME / NUMBER SPACE OCCUPANCY CONST. TYPE / AREA -INCR. AREA 17713-B DUNBAR ROAD COR CORRIDOR OD OUTSIDE DIMENSION CLUB A-3 II-N / 0100 SF.-- 50% 13.650S.P. MOUNT VERNON WA 08273 CPM CUBIC FEET PER MINUTE o/ OVER 0 DOOR MARK MECHANICAL , PHONE, 360-428-0255 OVHD OVERHEAD PAX, 360-428-0250 DTL DETAIL SEPARATION ON (2) SIDES MIN. SIDE 63'-20'•49'X1.25%•53.75X r 50% A NEW FACILITY FOR: M1.0 GENERAL NOTES / SCHEDULES ANACORTES HEALTH CLUB CONTACT. ALAN N. PERKES DIA DIAMETER P PAINT OA WINDOW MARK M2.0 MECHANICAL PLAN DIM DIMENSION PTD PAINTED OCCUPANCY CLASSIFICATIONS M3.0 MECH. SECTIONS/ DETAILS 1609 R AVE STRUCTURAL ENGINEER DO DITTO PL PLASTER. PLATE M4.0 MECH. SECTIONS/ DETAILS a ROOM NAME SQ FEET OCC. FACTOR OCC. COUNT REQ'D EXITS NO. EXITS ANACORTES WA 17110BEL SE 4 WAGOEDEKE IC08006G D.S.DN DOWNSPOUT PT PLYWD POST TENDR DOOR P LAM PLASTIC S ONEDTCONCRETE EFLOOR MATERIAL ADJACENCY LOUNGElet R 1030OFFICE 282 15 100 2.82 68.67 2 2 METAL BUILDING DRAWINGS 98221 DFG DRINKING FOUNTAIN WING PRESSURE-TREATED WOOD ALIGN WOMENS 020 50 18.40 1 1 see CM 020 50 18.40 1 1 BUILDINGMETAL PACKAGEILDi1TPRE-ENGINEERED SHEET PHONE. (425) 844-5800 ALIGNMENT OF ITEM FAX. (425) 401-1250MARC YOUNGBERG CONTACT. GREGG GOEDEKE EA EACH QT QUARRY TILE /� - RR/STOR EQUIPMENT 181p5 900 0.60 6 1 2 1 ELEC ELECTRICAL AEROBICS 1624 50 32.48 2 2 f '��'irl 7 CONTRACTOR: RL RAIN LEADER REVISION MARK ALAN N. PERKES CONSTRUCTION TOTAL 11,250 267.29 CIVIL ENGINEER ELEV. EL ELEVATION REF REFRIGERATOR. REFERENCE 191 • L` nI.1i''i#.�9N(1 Y(A,{-{ 17713-8 DUNBAR ROAD SCHEMMER ENGINEERING INC. EQ EQUAL REIN' REINFORCING BAR FUTURE MEZZ. 1600 50 32.00 2 2 MOUNT VERNON WA 98272 1610 COMMERCIAL AVE EXIST EXISTING REV REVISION GRAND TOTAL 12.850 06 200.29 300 A-S OKAY (360) 428-0255 ANACORTES WA 98221 EXT EXTERIOR R RISER. RADIUS 71 INTERIOR ELEVATION MARKS � � {'{ . PHONE, 360-203.0006 RM. RMS ROOM. ROOMS PLUMBING CALCULATIONS y, i frier e 6}1-,9 PLAN/ pri-A1y-. FAX. 360-203-4051 RO ROUGH OPENING FO CONTACT. JIM SCHEMMER FOP P PACE OF, FINISH S RE NF POLYESTEROCAC 3PANCY 8,047 I E OCCUP. S..FF./OCCUPANT OOCCUPANT LOAD WC 4 REQ'D LAVS REQ'D SCHED SCHEDULE G \ A \ 0 T ^"F TOTAL REQ'D 4 4 MECHANICAL SUBCONTRACTOR 4 FIN FINISH sec SECTION FA AP FIRE ALARM ANNUNCIATC" 1. IN GENERAL, PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR 208 S.F. 140 OCCUPANTS EACH SEX HANDY'S HEATING PANEL SHT SHEET FACE OF CONCRETE. UNLESSOTHERWISE NOTED. DO NOT SCALE THESE • 1773i STATE ROUTE 534 SV SHEET VINYL DRAWINGS. USE CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS 2 DRINKING FOUNTAINS REQ'D AND PROVIDED PD FIRE DAMPER / 61_9' / ' MOUNT VERNON WA. 08273 SC SOLID CORE DATUM. AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT PHONE. FE FIRE EXTINGUISHER IMMEDIATELY OF ANY DISCREPENCIES. (.,90)-428-0080 FEC FIRE EXTINGUISHER CABIz ET SPECS SPECIFICATIONS FAX. - SF SQUARE FEET & FIRE EXTINGUISHER 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO \ CONTACT. GARY KIRKENDAHL S 6 V STAIN & VARNISH INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. i 0 0-2 4 5 FRT FIRE RETARDANT TREATED SRWY STAIRWAY PKOJtCT NUMBER: FLASH FLASHING 3. ALL WORK SHALL COMPLY WITH THE 1907 WASHINGTON STATE BUILDING <HO. 2'�ELECTRICAL SUBCONTRACTOR PLR FLOOR STL STEEL CODE, 1007 UBC & UFC. 1007 UMC. 1007 UPC , 1907 NREC, WAC 51.40 BARRIER FREE \ 1 SKAGIT ISLAND ELECTRIC TOR STORAGE VIACQ CODE. AND ALL OTHER APPLICABLE JURISDICTION RULES AND REGULATIONS. II w F.A. FLUID-APPLIED z STRUCT STRUCTURAL + 3610 CEDARDALE ROAD • FND FOUNDATION CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY PERMITS & INSPECTIONS 5 1 \ �D 1 REVISIONS: SUSP SUSPENDED TO COMPLETE THE WORK. MOUNT VERNON WA 98273 FDIC FURNISHED BY OWNED, a ( ' P , '\ PHONE. INSTALLED BY CONTRACTOR • .n 'I (3601 424-4737 THRESH THRESHOLD 4. ERRORS. OMISSIONS. AND DISCREPANCIES, IF ANY. SHALL BE REFERRED PAX. (360) 424-0280 FOIO ER T.O. TOP OF TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED. \ mom \ \ FEBRUARY 26, 2001 INSTALLED BY OWN CONTACT. ED JOHANNSEN T TREAD. THICKNESS LEGAL DESCRIPTION till 1, 6. FCIC FURNISHED BY CONTRAC`9R, 5. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE TS TUBE STEEL LOT 2. SHORT PLAT NO. ANA-08-003. APPROVED FEBUARY 8. 1000, RECORDED INSTALLED BY CONTRACTOR TYP TYPICAL CONTRACT BY OTHERS. PROVIDE ALL BLOCK-OUTS, BLOCKING. BACKING FEBUARY 17, 1000 IN VOLUME 14 OF SHORT PLATS. PAGES 4 AND 5 UNDER 36' MIN. AND JACKS REQUIRED FOR INSTALLATION. AUDITORS PILE NO. 0002170072. AND BEING A PORTION OF GOVERNMENT LOTS GA GAUGE UNFIN UNFINISHED 6. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN. EXCEPT 1 AND 2, SECTION 10, TOWNSHIP 35 NORTH, RANGE 2 EAST. W.N. AND OF GALV GALVANIZED UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT. LOTS 15. 16 AND 17 'PLATE NO 10. TIDE AND SHORELANDS OF SECTION ID. O MIN. PLAN FOR ELECTRICALINSPECTION CONTACT UNO UNLESS NOTED OTHERWISE GAP GENERATOR ALARM PANEL UR URINAL TOWNSHIP 35 NORTH. RANGE 2 EAST. W.M.. ANACORTES HARBOR'. ACCORDING DEPT. OF LABOR AND INDUSTRIES GL GLASS 7. VERIFY LOCATION OF ALL EXISTING UTILITIES, CAP. MARK AND PROTECT TO THE OFFICIAL MAP THEREOF ON FILE WITH THE STATE LAND GWB. PAINT 525 E. COLLEGE WAY, SUITE H GWB GYPSUM WALLBOARD AS NECESSARY TO COMPLETE THE WORK. COMISSIONER AT OLYMPIA WASHINGTON. MOUNT VERNON, WA 98273 VR VAPOR RETARDER SITUATE IN THE CITY OF ANACORTES, COUNTY OF SKAGIT, STATE OF 30 X 48 MIRROR (360) 416-3000 • VERT VERTICAL 8. THE FINISH FLOOR ELEVATIONS NOTED ON THE DRAWINGS WILL ALSO WASHINGTON HC HANDICAP VCT VINYL COMPOSITION Tie BE REFERRED TO AS 0'-0" INTERCHANGEABLE WITH THE ACTUAL GWB. PAINT HOWE HARDWARE VIN VINYL FINISH GIVEN.HP HEAT PUMP TAX ACCOUNT NUMBERS SOAP D1sP 1/2' GRAB BAR WC WATER CLOSET HT HEIGHT 0. PROVIDE CLOSURE. MEETING THE REQUIREMENTS OF ALL GOVERNING HM HOLLOW METAL WP WATERPROOFING AUTHORITIES. AT RATED PARTITIONS, FLOORS. CEILINGS. AND ROOF R32010, R32011. R32012. R32014, R32942. R32044 �„ \ 48' P-LAM • WS WHEEL STOP LOCATIONS. ALL REQUIRED FIRE-RATED PARTITIONS SHALL BE R32048. R32050. R32060, R32962 lig HOR HORIZONTAL W WIDTH CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. O SHEET TITLE:HB HOSE BIB 48' P-LAM TISSUEPAPER WDW WINDOW iir ; „ - DISPENSERHW HOT WATER w/ WITH 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES, INDLUDING SASE HWT HOT WATER TANK DESIGN-BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS, TO VERIFY SHORELINE PERMIT # 242 \ a BASE COVER SHEET HMD HOLLOW METAL DOOR WD WOOD SIZE, WEIGHT, POWER. LOCATION AND OTHER REQUIREMENTS AND LOCAITON HMF HOLLOW METAL FRAME WI WROUGHT IRON OF THOSE ITEMS TO Be INSTALLED PRIOR TO COMMENCEMENT OF WORK. ELEVATION ELEVATION RESISTANT GYP A WRGB WATER RES T N BOA RD GWB PAINT 11. NO BUILDING OR PORTION OF A BUILDING SHALL Be OCCUPIED OR USED ID INSIDE DIMENSION FOR STORAGE PROIOR TO THE ISSUANCE OF THE CERTIFICATE INSUL INSULATION ZINC. ZINCALUME OF OCCUPANCY. NO EXCEPTIONS. 30 X 48 MIRROR e GWB, • PAINT INT INTERIOR 48' P-LAM PAPER TOWEL DISP. & I 12. SEPARATE PERMITS ARE REQUIRED FOR PLUMBING. MECH.. ELEC., 6 SIGNAGE. - . ‘ A SEAT COVER DISP. WASTE RECEPTICAL n 19. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED ' ^ � ��( n • 11/2' GRAB BAR I;boot 'GZ AS NECESSARY TO COMPLETE THE WORK. �V lS v I C z r'tv �` v J y 48' P-LAM ~Lf' 1 Co�I3�D \ G Y C O 14. ALL WOOD IN CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED. Q �I PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH 9UILDING ENVELOPE �' \ � � o FORM THE STRUCTURAL SUPPORT OF BALCONIES. DECKS, OR PORCHES (3 O \ 1. SLAB INSULATION, IF ANY SHALL CONFORM TO THE SPECIFICATIONS ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER. - . as Ala AND. IF EXPOSED. SHALL BE PROTECTED AGAINST DAMAGE FROM ALL 15. SLOPE ALL DECKS, PATIOS. AND WALKWAYS AWAY FROM BUILDING • BASE r� BASE SOURCES. INSULATION SHALL BE OF THE THICKNESS AND DENSITY AS MINIMUM OF 1/8'/FT. ELEVATION ELEVATION 2. ALL PRESCRIBED IN THE PLANS. INSULATION SHALL BE INSTALLED 16. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED � � D�`� _ b A 1r�W� ACCORDING TO THE MANUFACTURERS' RECOMMENDATIONS. TO PREVENT CRACKING. -- TIM GOODMAN' �•� C x� �� � ��(L PROJECT ARCHITECT. Y 3. DOOS AND GLAZING SHALL BE OP THE TYPE AND SIZE OF THOSE 17. PROVIDE FIREBLOCKING. DRAFTSTOPS. AND FIRESTOPS IN ATTICS. FLOORS, GENERAL NOTES, BARRIER FREE TOILET ROOMS ' ' PRESCRIBED IN THE PLAN. U-VALUES SHALL MEET OR BE LESS THAN AND WALL CAVITIES AS REQUIRED PER THE UBC. p \ 1 UNLESS NOTED OTHERWISE ALL DIMENSIONS SHOWN ARE MINIMUM. TIM GOODMAN 1 THOSE SHOWN ON THE PLAN.4. 18. ROOF DRAINS. AND OVERFLOW DRAINS SHALL COMPLY W/ THE UPC & UBC. ��u `A `^r'-> " 9--'e_ b � C C> Q p v� AIR LEAKAGE IS CONTROLLED BY SEALING OR CAULKING ALL JOINTS 2. OVER AND UNDER DIMENSIONS INDICATE ACCEPTABLE LIMITS. DRAWN BY. AND GAPS IN FRAMING. SEALANTS SHALL Be OF THE NON-HARDENING AND WALL CAVITIES AS REQUIRED PER THE UBC. 3. DIMENSIONS SHOWN ARE ACCEPTABLE MINIMUM. AND MAY BE USED IN CONJUCNTION WITH OTHERS AS SHOWN. PETER CARLETTI - TYPE. 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. 4 EXPOSED DRAIN PIPES AND HOT WATER PIPES SHALL BE RECESSED. 5. WALL CEILING AND SLAB INSULATION SHALL BE AS CALLED WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF F v1\�s o CHECKED BY: , INSULATED OR GUARDED TO PREVENT BURN ACCIDENTS. OUT ON THE APPROVED PLANS AND SHALL CONFORM TO STANDARDS SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAILS OF 5. GRAB BARS SHALL BE 1 1/4' TO 1 1/2' OUTSIDE DIA. AND SHALL BE REGARDING DENSITIES AND R-VALUES. AN APPROPRIATE MOISTURE CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. ABLE TO SUPPORT A 300 LB LIVE LOAD WITHOUT PERMANENT DEFLECTION. JANUARY 9. 2000 BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF THE EXPOSED 6. SEE.ACTUAL TOILET ROOM PLANS FOR ACTUAL DIMENSIONS AND LAYOUT. DATE . WALLS. IT SHALL BE CONTINLO1:S AND SEALED. 20. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OP THE ARCHITECT 7. PLUMBING FIXTURES AND ACCESSORIES ARE FOR ILLUSTRATIVE PURPOSES • 6. FRAMING ASSEMBLIES SHALL 3,..2 SHOWN ON THE APPROVED AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE ONLY. REFER TO ACTUAL PLANS. INTERIOR ELEVATIONS. SPECIFICATIONS. ECT. CADATA\ARCH\00\245\A0.0 PLANS. ARCHITECT. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF FOR SPECIFIC FIXTURES AND ACCESSORIES F.OR THIS PROJECT. COMPUTER FILE NAME THE ARCHITECT. 8. ALL HANDICAPPED TOILET ROOMS FIXTURES AND'AICESSORIES SHALL COMPLY W/ CHAPTER 11 OF THE U3C. ADA. AND WIC 51-40-1101. JJ / , ' O. ADDITIONAL FIXTURES SHALL BE MOUN ,ED AS, QLLOW A . . 0 . 0 TOILET TISSUE DISPENSER 4' BACK FROty-FRONT OF GRAB BAR AND 4' BELOW GRAB BAR. SOAP DISPENSER LESS THAN 40' A.F.F. _ ' COPYRIGHT 1090 CARLrTT/ ARCHIT@CT9. P.S. - tI: I 1- f c;E - c Ill'T i i I. CARLETTI ARCHITECTS ?DS. '�I T I I C . 11 T I ,1G isrdhl4mt¢une&platingreg 2204 Riverside Drive • u , • t Vernon. WA 98273 270 11 �"vFl1 POL = I UHT F:;ISrIIJG _ Suite Q PARKIIIG srIT,rnM v 75. 0. i / / Phone: (360) 424-0394 i - \ CDC. (360) 424-5726 ie EkISTII1G C� . CIDE h111S WALK ' 11 il ‘4: 1.1144\\ 6429 • :GISTERED I!, hi1SC;Al'Ifll, NC ' ECT , i 1 n3 ' It 4 �� urti ;.I t [IP I �tt 111 jl ill Ft Df II D III �,IF,-n r _rrl Ti l C �� _ - -- - _ __ In _ __ ___- �i 1 II I I 1 �I J o - �- `� —\ ,4.- 'N - ANACORTES HEALTH CLUB —` .,� 9 _ 2, 11-:::: 1609 'R' AVENUE / o �"� -- -0 ANACORTES WA o , I I � I /, . iq 2298221 �/ 1 I 0 .. 6 q (360) 299-3068 �7 I 1,12_i JFII16 - 10 6 23'-6' /y MARK YOUNGBERG 4; CONTRACTOR: — o ALAN N PERKES CONSTRUCTION , \`'f rxls14 T!IIG ATT — 17713-6 DUNBAR RD 1 b. 110'-0' 13 ✓; r: I r I MOUNT VERNON WA 1 10 / / II _ s. 1rAi F 7B V IL (360) 428-0255 _ II ) II 28 o 1 11 I. I � 1A II - ! 29 m 34 1 nr, u_ t a --I. 1 r� —_____/ I�� 33 ' TRUNCATED t„.v I__i! SURFACE blk NON-SLIP �" - 41�F� li'u, � ""'- C71,C 3 Y,� �KIn �JL_ C ^,�'IMr BROOM FIN. I �' �., SIDE SLOPE r ) \ FILL HOLE W/ I I Y �L.� K- : 00-245 EXISTIN SHS �n 1'KUJtU I NUMEbLR: GROUT I tl,,,t- 1 •J'. GI V1 PP,kKfPl . 8' /� . . •7r ' TII P ��UT H ! �7� MATCH EXISTING 6. PRECAST CONC. / / WHEEL STOP / — _ E .il'I 11,„ Liu , REVISIONS: w a io r,,,,;,, it. A \ 6 ! R o �� V I j I I I j ;, FEBRUARY 26, 2001 H i FLUS EDGE - I • W/ ASPHALT I _ _ SLOP - �`� STL. DOWELi i MIN. I I J ii - 12' INTO GROUND :III I! i'I_ i' il l _ 1 i - T'I_i1 7 Ali= Il I i =' All 'SC AIL Ir 'I — — — — — — — - - - - - - - - - - - - - - - - - - - I - i 11 li_ i I . I P 2'-0' 4'-0' 2'-O'/ / / / • SITE PLAN in r- C „ RE3 C ., T CO \ C . WHEEL STOP SCALE • 1' • 20'-0' \� N.T.S. 6 SCALE: 1.n1,_0. \� SHEET TITLE: �,' / 1'-0' ifSITE PLAN PAVING `-� \ C SITE DETAILS /t H \ RESERVED TOOL EDGE 4' CONCRETE \ PARKING f4 BAR 8' 1 BLUE \ CD & • 4' CONCRETE SIDEWALK TYP, PAVING I . Ark ' 6' PLANTING ISEE CIVIL.1 / nem owxeo rums• \ rte,rt.cameo i 0 5'-0' TYP. \ SLOPE TO RAIN , AP D / �S PLAN -,:_.-r :-EE I :901I h _ vAN- n LOPE TO DRAIN ® I1 : �� ACCESSIBLE 11 • '- i , WHITE 4 IL � r' li — Ilr:� ;.i�� , r1l 1 ' • '-1 I_�,I O � ` . 1 IL,I I j • L -!JI :: 1 �umaino�unnn I , I_ 1 m 1 ( I'' rl1--1T1-rn=1Tf-- n - Ili i_ I j IIII I'll t= _ ! ! 11, 111 \ PROJECT TIM GOOD ARCHITECT*AN r 7:. v r11 . —� i u�, I_ , , ,.Ili ,iJ, l_� - r i 11 i I_D i l-_Tl,-;r CUT TO GRADE OR TIM GOODMAN COMPACT FILL COMPACT FILL TYP GRAVEL °� / 8' / BASE • DRAWN BY: i.` PLACE 1/2' FELT EXPANSION JOINT • 20'-0' O.C. (SEE CIVIL.) 43 • OR AT STRESS POINTS SCORE JOINTS • 5'-0' , PETER CARLETTI PLACE 1/2' FELT EXPANSION JOINT • 20'-0' O.C. O.C. W/ LIGHT BROOM FINISH CROSS WAYS INTERNATIONAL SYMBOL OF BARRIER-FREE CHECKED BY. t TO WALK. ACCESS TRAFFIC WHITE PAINT WITH BLUE BACKGROUND a OR AT STRESS POINTS SCORE JOINTS • 5'-0' O.C. W/ LIGHT BROOM FINISH CROSS WAYS ON ASPHALT • PARKING STALLS TOWALK. JANUARY 9, 2000 1 ..-/7 DATE I - �' /\ \ WALK CURS TYPICAL SIDEWALK EXTRUDED CURS B . F . ,STALL ACCESSIBLE PARKI \ G �o°Ar R\��e2�M�A3° ()SIDE • SCALE: 1'•1'-0' 4 SCALE: 1'•1'-0' 3/ SCALE: 1'•1'-0' SCALE: 1'•1'-0' Cl SCALE: 1'•1'-0' A ,_._. • COPYRIGHT 2000 CARLETTI ARCHITECTS. P.S. vrr,i.i.. i 1 wc� WALLS TO BE 6' 20 GA. MTL STUDS • 16' O.C. W/ SOUND BATT INSUL.. B A • L _ 5/8' GWB EACH SIDE PAINT FRAME TO ROOF SHEATHING TYP. U.N.O. • 4.0 4 0 • (---1. \ 2.1 O O CONDENSOR UNIT © 0 © O O ® WALLS TO BE 6' 20 GA. MTL STUDS • 16' O.C. W/ 5/8' GWB TAG �, SEE MECH. TYP. SIDE TO ROOF SHEATHING. OTHER SIDE 6' PAST ACP T-BAR 150.-0' �° / ' / • PAINT TYP. U.N.O. (see WALL SECTION FOR CALLOUTS) • 2 '-0' / 25'-p' / 25'-0' 25'-0' 25'-0' , - WALLS TO BE FURRED OUT W/ 7/8' DEEP MTL HAT CHANNEL • 16' O.C. W/ 31'-3!' 17'-OW' 6'-11i' 6'-41' 50'-1r 37'-41' ? r 3 5/8' GWB TAG SIDE FRAME TO 8'-0' W/ PAINT TYP. U.N.O. I I (SEE WALL SECTION FOR CALLOUTS) 10' 2 <' 3' •' 3'-6' 3'-8' 3'-811'• ,' S'-0' 5'•iti 1'• 3'-81' 3'-6' 3'-8' 8'-11d' 4 22'-5 ` / 2T-7 10'-lot / 1T•6' • 1 1 l 36 SAME AS WALL TYPE 3 WI FRB ABOVE SHOWER All �� o cPsi w r �"'� CARLETTI ARCHITECTS �.S. Mil «i �:251-0. ' 4 WALLS TO BE 3 5/8' 20 GA. MTL STUDS • 16' O.C. W/ �r¢G16¢®C¢ur a d4�Iavinco� T 5/8' GWB BOTH SIDES PAINT FRAME TO 12'-0' TYP. U.N.O. �� ® 4 O I�■ I( I^' O �. - _ - Q2204 Riverside Drive{ ` " WALL'S TO BE 3 5/8' 25 GA. MTL STUDS • 16' O.C. W/ 5/8' GWB BOTH t 07 �� \ 1 = '; r`� '�� 3 '�� 1 ) 1 - qar k P11= Y _c �j, SUite 270 . r�l rk L © SIDES PAINT FRAME 6' PAST ACP T-BAR. BRACE TO STRUCTURE TYP. U.N.O. © �� i' , �' r' '� ' r Ov 1 r'., ,.� Mount Vernon, WA 882T3ID WALLS TO BE 3 5/8' 25 GA. MTL STUDS a 16' O.C. W/ ® ® E Mel , E - Phone: (360I 424-0394 t' ,. 8 0 1 1 �� MIRRORS FROM t'-0' I 1( u 5/8' GWB BOTH SIDES PAINT, P-LAM UP 48' AFF. BOTH SIDES. 114-A �Ha ao•„ _ ,6 ro e o A.F F TYP Fax: 360 424-5726 u , PRAMS 6' PAST ACP T-BAR BRAGS TO STRUCTURE TYP. U.N.O. ISEE ' 6 t3 m p T FULL LENGTH OF WALLS 3p _ I\•.:1-- ',roc-a-- tom; r-Ffr 0I WALL SECTION FOR CALLOUTSI 7V '- - . ;IS s�,:^ N I 1 oWALLS TO 6E 6' 20 GA. MTL STUDS • 16' O.C. W! g ® ®_Y re oI ® SV l J I, N 01 CPT ( li �i N1i49 �. GTER 7 5!8' GWB BOTH SIDES PAINT FRAME TO 12'-0' A.F.P. a F e h u 0 © I (III fi' I I ' ITEC �' e 6 LOW INPACT FLOOR ik8' HIGH F LL 8' SECTIONS 2 L INC. o e "? °' knw 3e,i^'Q SYSTEM RECESS SLAB �-_-J S I /TO BE USED AS ELEC. CONDUIT. PAINT BLACK 5 S •� PER FLOOR SYSTEM REQ'D m ► I ■ _ J � 1\6 ar r l� .A. MT STUDS • 16' O.C. W/ SOUND GATTII �� ® ® �_^ 11 OP�' ' .CARLEV�YSTAOFAHINGTQ WALLS TO 6E 6' 25 G L _ © xrn ^�: N> u . ► CONC =G __ o L _ _]INSULATION. 5/8' GWB EA. SIDE. PAINT P-LAM UP TO 48' AFP EA.. N m I 1 m - - SIDE. FRAME 6' PAST ACP T-BAR. BRACE TO STRUCTURE TYP. U.N.O. ' W0111 , ���► O I mu 114 $TRUE TURAL COLUMN MIRRORS FROM 1-0 S III lire Hack Q �MTS F.6I WY _•, 1O WALLS TO BE FURRED OUT W/ 7/8' DEEP MTL HAT CHANNEL • 16' O.C. W/ O �_ TA► TA SEE ETAL BLDG. TO 8'-0 A.F.F. TYP ° °� -_ 0 5/8' GWB TAG SIDE. FRAME TO 10'-6' W/ PAINT TYP. U.N.O. 6 6 DWGS FOR SIZES. TYP. (2) WALLS F L. iN. t - ANEW FACILITY FOR: ISEE WALL SECTION FOR CALLOUTS) iiim I 112 113 I 'II ' ` '� GT' MECH PLATFORM ♦ ♦ j MIRROR FROM t'-0' ANACORTES HEALTH CLUB CASEWORK ACCESS LADDER m Q © ■m J •,"0, I� 10'-6 •' 8' MATS • • GI WALLS TO BE 3 5/8' 25 GA. MTL STUDS •0 16' O.C. W/ 5/a' GWB EA. W/ UPPERS ► CPT ___. k A. 1608 R AVENUE SIDE. PAINT. P•LAM UP TO 48' A.F.F. TAG SIDE. PRAMS 8' PAST F.C.LC IFI Mr i O i EXIT CT MATS ANACORTES, WA. 88221 ACP T-BAR. BRACE TO STRUCTURE ABOVE TYP. U.N.O. TO g j} °P 1 1 O --- aRUBBER OO O . L>r - _ . �. D rcaucS• ( Gumbba is * Ip ® WALLS TO BE 6' 25 GA. MTL STUDS • i6 O.C. W/ F.R.P. FULL 0, , • 6.0 " © 0 16'-0P ill © "O'-8I'`). © © �� ► FE ^lin V! m HEIGHT ON TAG SIDE 0/ 5/8' GWB EA. SIDE. FRAME 6' PAST ACP T-BAR. N `' "�' - LINE OF TV 14• BRACE TO STRUCTURE TYP. U.N.O. :a 1 T-T 0'-4' ^LINE OF MECH, 10, Q. 9 SHELF BOX ABOVE 16 N o MARK YOUNGBERG (360) 288-3068 PLATFORM AB• _ - - 13'-3' 12'-0' O F 03 uA 104 �© ' -' o to _ • - RUBBER MEZZANINESTAIRSTYPICAL A 10 'o CPT O CONTRACTOR: m0 1 . g ! - - "� z = FUTURE vA-2.o FOR MEzz. PLAN ALAN N. PERKES CONSTRUCTION WALLS TO BE 6' 25 GA. MTL STUDS • 16' O.C. W/ 5/8' GWB EA SIDE ��111r1 T 0 SEE FRAME 6' PAST ACP T-BAR. BRACE TO STRUCTURE ABOVE. L_ 1 L. _ 18 4 C. Y u� i la WALLS TO BE 6' 20 GA. STL STUDS • 16' O.C.. SOUND BATT INSULATION. , m E , C � 17713-B DUNBAR ROAD w �� p "i i � ,r I� �• MOUNT VERNON. WA. 5/8 GWB EA. SIDE. FRAME TO 10'-8' A.F.F. 3 ' UPPERS 11 ,E • G 1 p c VENDING l- i I , I :r F c Lc �� .• __, - - - (360) 428-0255 0 �i J= `. MACHINES -- ,•[ _ _ 1 � 3 ® WALLS TO BE 2 1/2' 25 GA. MTL STUDS 0 16' O.C.. W/ kJA► {_� r il 11 _� t F.O.LO. - 5/8' GWB FRAME TO 8'-0' A.F.F. VERIFY DIMENSIONS OF MECH. SHAFTS 102 L _ _ © CASEWORK R<seo TRasoc TR45Ha R+saa TR o0 o ua,c LEA I : ECH SUD. CONTRACTOR P' • • FRAMING a T-JLI 1 E OF MECH ► / Pal1 __ F.c.t.c. LOBBY111 .1 ' �� in WALLS TO BE 3 5/8' 20 GA; MTL STUDS 0 18' O.C. W/ 5 8' GWB EA. !2 �_ -� 110 f �f i „="1 i pi f..ie , = i A TI S ,PLATFORM ABOVE 106 / 4 p SIDE. PAINT. FRAME TO 8 0 A.F.F. 5 4 0 �, svAlli - CARDIO i; , f ,�, - �_ a j 117 �,., 118 �j 44' HIGH PONY CPT 1 - 17 WALLS TO BE 6' 20 GA. MTL STUDS • 16' O.C. W/ 5/8' GWB EA. SIDE o 0 e' WALL W/ 14'PO u e.cw c<bac - O PAINT. PRAMS TO 8'-0' A.P.F. I © OG F■ - - P.LAM SHELF �� O i' I ( f-_-- _ "' 14'•11' 8'-6' O 16 I i I� •' 7•Q• TR4.4] TR4`00 Tk6S00 tR450� IkR-DO WALLS TO BE 3 5/8' MTL STUDS • 16' O.C. W/ 5/8' GWB EA. SIDE PAINT. �© 18 FRAME W/ 1/4' GAP BETWEEN BTM OF JOIST AND TOP. PLATE OF WALL. [ _ TA L 18 1 • 1:11 © - tr ` t 15J N BQ1 L �y�jWAFR LS TO BE e' MTL TO 0'•2' A.F.P.STUDS 0 18' O.C. W/ 5/8' GWB EA. SIDE PAINT f 0 101 : „ pTlr IO �� , N s -I 03 00-245 - 10 N• ALL 6 S TO TOP OF WALL U.N.O. • 10 �wu 10 10 ' sc tuoa s ao u ,� U I ©I © © Q h'htUJtC 1 NUMEStR: Q r��1'Ir' � r 107 10` � Rb a. Ho400 RASIOH UB5A00 U85300 UA570J i � I� PE 0 ( , co ,1 ' fl�l li� XI7� - �► d ' ;'t4 LEGEND 0 ' ; (" O O 0 O �� •� • O O I� REVISIONS: C s • A D A A A s HA STEEL METAL BUILDING MAIN FRAME COLUMN. SEE MTL BLDG DWGS. WIDE FLAN HB " SEE STRUCT.' LINE OF O O ,i ® 6X6 T.S. COLUMN. SEE MTL BLDG. DWGS. • CANOPY ® GM o GP2 0 p K' r$ r ABO 0 0 eFEB 28. 2001 RAMP/DOOR , REMOVAL 0 6' o FLOOR DRAIN. SLOPE FLOOR TO DRAIN 1 „ ' FD 5' 1� _ ill 1'di 1T-6' / T 6', / T-6' / T 6' 7-1' ' 6'-11 / 18' 6' 1T-6' / Ll. `-- - DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/ BATTERY BACKUP ' Nil d ?� HVAC GROUND MTD. GAS PA K t�� $ r EXIT 26' 1' 8'-6' 10'-11' (SEE MECH. DWGS.I A. 5/1$/01 OWNER REV. "� ► COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP � 4 . � I HARDWARE O 0 © © CONE SLABS TYPE 6 Wi. i EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE B NOTE. FRAME LID ON TOP OF 107. A 1 I I. 4.0 108.100 W/ GWB SHELF ON I 4.0 i , 6 • [FE 2A 10BC SEMI-RECESSED FIRE EXTINGUISHER TOP. TYP p b +HI5 FREEZE PROOF HOSE BIB FIRST FLOOR I- L A \ iii) x DOOR NUMBER SEE SHEET A-2.2 FOR SCHEDULE SCALE: 1/8'■1'-0' ,, - 0 WINDOW NUMBER SEE SHEET A-2.2 POR SCHEDULE - XXX ROOM FINISH TAG SEE SHEET A-2.2 '/- \i - 1,-� SHEET TITLE: STEEL STUDS SEE WALL TYPES AND WALL SECTIONS FOR CALL-OUTS - Lbi OO FLOOR PLAN • - - ✓ ( I EXTERIOR METAL BUILDING WALLS. SEE WALL TYPES 10 / 11'-3' 4'-71' 52'41 38'-66' MEZZANINE PLAN FLOQR ILAN NOTES: MECH. PLATFORM ) 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS PER W.A.C. ACCESS LADDER - 2. POST SIGN AT DOOR 1 THAT READS 'THIS DOOR TO REMAIN ( MECHANICAL - - 42' HIGH GUARDRAIL UNLOCKED DURING BUSINESS HOURS. r- CAPABLE OF RESISTING PLATFORM - / 75 L.F. LOAD I- �D 3. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO -+ _ _ _ _ _ _ _ _ _ __ FRAMING AND ORDERING. N - (- I - F A -� 4. DO NOT RUN ELECTRICAL CONDUIT AND GAS PIPING IN SAME STUD CAVITY FURN Ell 5. SEE SHEET A-0.0 FOR MINIMUM HDCP ACCESSIBLE RESTROOM DIMENSIONS SEE MECH. DWGS C AND CLEARANCES. • FOR LAYOUT OF a- INSTALL 1 1/2' DIA. HANDRAIL EA. SIDE 6. CONFIRM ALL FINISHES W/ OWNER AND CONTRACTOR PRIOR TO ORDERING. EQUIP • MECH. �' I- - PLATFORM. (SEE 11 ��--I 36' A.F.F. EXTEND 12' • TOP & 23' • _. 7. COORDINATE CASEWORK AND PLUMBING FIXTURES WITH OWNER BTM. TYP. EA.' STAIR 8. VENT HOT WATER TANK OUTSIDE AS REQ'D PROVIDE RELIEF VALVE PAN STRUCTURAL -m - AND SEISMIC STRAPPING AS REQ'D. FOR FLOOR /- FUTURE a 0. CONTRACTOR TO COORDINATE SOUND SYSTEM AND BUILDING ALARM/SECURITY TIM GOODMAN 14'-11' ace' / FRAMINGI MEZZANINE PROJECT ARCHITECT. SYSTEM W/ OWNER PRIOR TO DRYWALL INSTALATION. +. of 10. CONTRACTOR TO COORDINATE W/ SAUNA MANUFACTURER TO VERIFY SIZE �� CARDIO AREA � I N TIM GOODMAN REQUIREMENTS OF SAUNA ROOM(S). �� (1500 S.F.) _ - DRAWN BY. 11. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL - BY ARCHITECT PRIOR TO CONSTRUCTION I PETER CARLETTI ""��"- GWB CEILING BELOW II SEE STRUCT. FOR CHECKED BY - FLOOR FRAMING . ADA $ROWER NOTES: FE< > JANUARY 9, 2001 1. SHOWER SEAT MAX 10' A.F.F. PER 1106.11.10.3 WAC T T T n T _ T T T O DATE 2. MOUNT SHOWER CONTROLS PER WAC 1106..11.10.2 W/ MAX THRESHOLD OF 1/2' O O O OO O O C:\DATA\00\245\REV\A2.0 1t 3. RECESS CONC. SLAB TO ACCOMODATE SHOWER ENCLOSURE (PER MANUFACTURER) O O COMPUTER FILE NAME 15'-111' / 21'-2' / 20'-41 / 27-71' / 28'-101' / 21'-ti' 14'-101' / LOCKER ROOM NOTES: - I. SEE 1/A-0.0 POR ADA RESTROOM REQ'S & MNT. HEIGHTS FOR CONTROLS TYP. i � 2. ALL TOILETS C BR POWER T PLUSH TYP. FUTURE V E Z Z A \ I \ E P L A ii) 3. GWB • ALL LOCKER ROOM WET AREAS TO BE 'GREENBOARD' \ 4. PROVIDE (1) HOOK, (1) TP DISPENSER. (1) SEAT COVER DISP. • ALL TOILET STALLS. COPYRIGHT 2000 CARLRTTI ARCHtrecrs. P.S. 11 .k " , 5. PROVIDE (2) HOOKS & LOCKABLE HASP • EA. LOCKER TYP. SCALE: 1/8'■T-O' - I • f \ FINISH SCHEDULE ROOM ROOM FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING NOTES: NO. NAME MAT'L FIN. NO. MAIL FIN. NO MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAT'L FIN. HOT. (� (� 100 ENTRY TILE FF T-1 VRB FF 5-1 GWB PT - " GWB PT - GWB PT - GWB PT - INSUL FF VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED CARLETTI ARCHITECTS V'.S. 101 RETAIL CPT FF C-1 VRB FF B-1 _GWB PT - I GWB PT - GWB PT - GWB PT - INSUL FF VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED arch ccIreapinning 102 MANICURE CPT FF C-1 VRB FF B-1 GWB PT GWB PT GWB PT GWB PT ACP FF 9' 0 2204 Riverside Drive 103 FACIAL CPT FF C-1 VRB ' FF 5-1 GWB PT - GWB PT - GWB PT , - GWB PT - GWB FF ' 10'-2' Suite 270 104 MASSAGE CPT FF C-1 VRB FF B-1 GW5 PT - GWB PT - GWB PT - GWB PT - ACP FF 9'-0' Mount Vernon, WA 98273 105 LAUNDRY SV FF SV-1 VRB FF 5-1 GW'B PT - GWB PT ' - GWB PT - GWB PT - ACP FF 9'-0' 106 RECEPTION SV FF SV-2 VRB FF B-! GWB PT - GWB PT - GWB PT - GWB PT - ACP FF 10'-0' _ INSTALL ACP GRID ONLY. NO TILES • Phone: (360 424-0394 107 APEX CPT FF C-1 VRB FF 5-' GWB PT - GWB - PT - GWB PT - - GWB PT ' - . ACP FF 10'-2' - Fax: (360) 424-5726 108 BUSINESS CPT FF C-1 VRB FF 5-1 GWB PT - GWB PT - GWB PT - GWB " PT - ACP FF 10.-2' - 109 MANAGER CPT FF C-I VRB FF B-! GWB PT - GWB - PT I - GWB PT - GWB PT - ACP FF 10'-2' - 110 LOBBY CPT FF C-1 VRB FF 5-1 GWB PT - GWB PT - GWB PT - GWB PT - INSUL FF _ VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED • 6429 110A LOUNGE . SV FF SV-2 - - - GWB PT - tGW5 I PT - GWB PT - GWB PT - INSUL FF VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED A C EC E ISTEREO I 111 WOMENS LOCKERS SV/CP1 PF SV-1 VRB FF B-1 GWB PT • GWB PT - GWB PT - GWB PT - ACP/GWb FF 9'-0' SEE FLOOR PLAN/WALL TYPES FOR P.LAM LOCATIONS. SEE RCP FOR GWB LID • SHOWERS 112 TAN CPT FF C-1 'VRB FF B-' GWB PT - GWB PT - GWB PT - GWB PT - ACP FF 9'-0' - 113 TAN CPT FF ' C-1 VRB FF 5- GWB PT - GWB PT - GWB PT - GWB PT - ACP FF 9'-0' - 1 R I # 114 MENS LOCKERS SV/CPI FF SV-1 VRB FF 5-1 GWB °T • GWB PT - GWB PT - GWB PT - AGP/GWb FF 9'-0' SEE FLOOR PLAN/WALL TYPES FOR P.LAM LOCATIONS SEE RCP FOR GWB LID 0 SHOWERS. STAT 0 S IN • 114-A STORAGE CONC SEAL - VRB FF 5-1 GWB PT - GWB PT - GWB PT - GWB PT - ACP FF 9'-0' SEE FLOOR PLAN/WALL TYPES FOR P.LAM LOCATIONS .� t 115 STORAGE ' CONC. SEAL - VRB ; FF 5-' GWB PT {{ - GWB PT - GWB PT - GWB PT - GWB PNT 11-0' - 116 AEROBICS WOOD FF VRB FF B-' GWB PT - -GWB PT - GWB PT - GWB PT - INSUL FF VARIES SEE FLOOR PLAN FOR MIRROR LOCATIONS. RECESS SLAB TO RECEIVE FLOORING • 117 CARDIO RUBES, SEAL R-1 VRB FF 5-1 GWB PT GWB PT - GWB PT - GWB PT - INSUL FF VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED 118 NAUTILUS RUBS. SEAL R-1 VRB I FF 5-1 GWB PT - GWB PT - GWB PT - GWB PT - INSUL FF VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED A NEW FACILITY FOR: • 119 FREE WEIGHTS CONC SEAL - VRB FF B-1 GWB PT - GWB PT - GWB PT - GWB PT - INSUL FF VARIES SEE FLOOR PLAN FOR MIRROR LOCATIONS ANACORTES HEALTH CLUB 120 JANITOR CONC SEAL- VRB FF 5-1 GWB PT GWB PT - GWB PT - GWB PT - ACP FF 0'-0' 1609 R AVENUE ANACORTES WA 98273 — . 98221 • MARK YOUNGBERG NOTES: . CONTRACTOR: 10'-0' 5'-0' / 18'-4' ALAN N. PERKES CONSTRUCTION 5'-1' 5'-1' 6'-2' 2'-0'/ ftE8273 / —'!` / M I — ;35 \ \ o o • T T T T T cV -- \ \ • N O N O• T T c� O T • T I .9 � O ct O ;t N O - ` \ T T _ \ r O \ \ \ O O O 1 T T T �n 00-245 T T T • \ `r ��v �, �' V \ \ N. f hUJtG I NUMB M A B C 5' 2' A B C D E • 3'-2' 2'-0' REVISIONS: 10' 0' • \ I 4'-9' S' 0' S' 0' 11111111 /1\, FEB 28. 2001 ADDITIONAL NOTES DOOR SCHEDULE �—� ✓` �� NO. SIZE DOOR LEAF FRAME HARDWARE RATING NOTES �-..` TYPE MAT'L. FIN MAT'L. FIN CLSR. PANIC GRP. 1- -- A 1-9 i� A 5/18/01 OWNER REV. 1 12) 3'-0' X T-0' A ALUM FF ALUM FF YES 1 STOREFRONT THREE WAY LOCK SET W/ AUTOMATIC FLUSH BOLTS 1 2 3'-0'X T-0' E ALUM FF ALUM FF YES - ( LOCK SET J 3 3'-0'X T-0' D WD LAC HMF PNT - - - \ LOCK SET 4 3'-0'X 7'-0' D WD LAC HMF PNT - - - - ( LOCK SET _//`-__,/,' \ . 5 3'-0'X T-0' C WO LAC HMF PNT YES - - - 7 LOCK SET �/ D E F 6 3'-0'X T-O' D WD LAC HMF PNT YES - PUSH PULL W/ KICK PLATE EA SIDE ,� // OA 7 , 3'-0'X 7'-0' D WD LAC HMF PNT YES ' PRIVACY LOCK SET �,� 8 3'-0'X 7-0' D WD LAC HMF PNT YES - - - PRIVACY LOCK SET WINDOW SCHEDULE 9 1 3'-0'X T-0' D WD LAC HMF PNT YES - - - 2 PUSH PULL W/ KICK PLATE EA SIDE NO QTY. SIZE TYPE FRAME U-VALUE NOTES 10 ) 3'-01X 7'-0' D WD LAC HMF PNT - - LOCK SET • MAT'L. FIN. F +T T F 11 3'-0'X T-0' D WD LAC HMF PNT - - - - LOCK SET SHE_ IT__: • -' 12 ) 3'-0' X 7'-0° C WD LAC HMF PNT YES - - - PUSH PULL W/ KICK PLATE EA SIDE A 12 10'-0' x 10-0' STOREFRONT ALUM FF 75 • 13 , (2) 3'-0' X T-0' D WD LAC HMF PNT - - LOCK SET I B , 1 5' 0' X 10-0' STOREFRONT ALUM FF .75 FINISH SCHEDULE 14 (2) 3'-0' X 7'-0' D WD LAC HMF PNT LOCK SET C 18'-4" X 10'-0' STOREFRONT ALUM FF 75 SEE DOOR SCHEDULE 15 , 3'-0'X 7'-0' D HMD PNT HMF PNT YES YES - - INSULATED. THRESHOLD, WEATHERSTRIP D 4 4'4' X 4-0' STOREFRONT ALUM FF .75 WINDOW SCHEDULE • 16 )3'-0'X 7'-0' B WD LAC HMF PNT - - - - LOCK SET / E 2 9'-8' X 4.0' STOREFRONT ALUM FF .75 - 17 3'-0'X 7-0' B WD LAC HMF PNT LOCK SET / L \ F. 3 3'-0' X 4'-0' FIXED _ HMF PNT - DOOR SCHEDULE 18 3'0'X 7'-0' I B WD LAC HMF PNT - - - - \ LOCK SET c G ) 1 5'-2'-7-2' STOREFRONT ALUM FF .75 SEE DOOR SCHEDULE 19 3'-0'X 7'-0' C WD LAC , HMF PNT YES - - - \LOC • SEE ELEVATIONS FOR MULLION PLACEMENTS. DOORS, AND LOCATION OF TEMPERED. ALL STOREFRONT TO BE KAWNEER OR US ALUMINUM �\ CLEAR ANODIZED NOTES: NOTES, 1. ALL DOORS TO BE 1 3/4' THICK. ALL WOOD DOORS TO BE SOLID CORE. 1 ALL GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE DOORS TO BE BIRCH OR MAPLE SKINS W/ CLEAR LACQUER FINISH GLAZING IS WITHIN A 24' ARC OR EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE 2. VERIFY ALL R.O. AND JAMB DEPTHS PRIOR TO ORDERING. BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60' ABOVE THE WALKING SURFACE SHALL BE TEMPERED. 3. ALL DOORS TO HAVE BARRIER FREE HARDWARE AS REQUIRED. (GLAZING SUBCONTRACTOR TO VERIFY LOCATION(S) OF ALL SAFTY GLAZING.) 4. EXIT DOORS 1.15 SHALL BE OPENABLE FROM THE INSIDE 2. GLAZING SHALL BE TEMPERED IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. DESCRIBED IN ITEM 1. ABOVE. THAT MEETS ALL THE FOLLOWING CRITERIA. ' 5. ALL GLAZING WITHIN A 24 INCH ARC OF EITHER EDGE OF DOORS Al EXPOSED AREA OF INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET.AND WITHIN 18 INCHES OF FLOORS SHALL BE SAFETY GLAZING AS B) EXPOSED BOTTOM EDGE GREATER THAN 36' ABOVE THE FLOOR. TIM GOODMAN REQUIRED BY UBC SECTION 2406. ALL SUCH GLAZING SHALL HAVE CI EXPOSED TOP EDGE GRATER THAN 36' ABOVE THE FLOOR. • PROJECT ARCHITECT PERMANENT IDENTIFICATION SAFETY GLAZING STAMP. DI ONE OR MORE WALKING SURFACES WITHIN 26' ABOVE THE FLOOR. • 1 6. DOORS SHALL HAVE LEVER HARDWARE WHICH WILL PERMIT OPERATION 3 REFER TO THE DOOR SCHEDULE FOR SIZE OF ALL DOORS WITH GLAZING. TIM GOODMAN BY WRIST OR ARM PRESSURE. 4. SEE BUILDING ELEVATIONS FOR MUTTON AND DOOR PLACEMENTS & OPERABLE WINDOWS. DRAWN BY, 7. ALL DOORS TO HAVE MAXIMUM 1/2' THRESHOLD 5. ALL WINDOW SIZES ARE ROUGH OPENINGS AND SHALL BE FIELD MEASURED PRIOR TO FABRICATION. 6. U-VALUE OF ALL WINDOWS TO BE .75 OR BETTER. (SHADING COEFFICIENT TO BE 1.0 OR BETTER.) PETER CARLETTI 8. COORDINATEALLEXTERIOR KEYING S ND STOREFRONT PRIOR TO HAVEEG HARDWARE 7 CONTRACTOR TO VERIFY ALL WINDOW QUANTITIES. CHECKED BY, 9. ALL DOORS AND A U-VALUE OF .60 OR BETTER 8. CONTRACTOR TO VERIFY ALL WINDOW SIZES 10, GROUT SOLID ALL HMF. TYP. JANUARY 9, 2001 ! I 11. ALL DOORS TO RECEIVE ALUM. TUBULAR HARDWARE CO-0 PUSH/PULL. ALL STOREFRONT DOORS TO BE CLEAR ANODIZED FINISH, MEDIUM STILE DESIGN DATE (KAWNEER OR US ALUMINUM) 12. ALL STOREFRONT DOORS TO HAVE WEATHER STRIP, THRESHOLD, CONCEALED CLOSERS. C:\DATA\OO\245\REV\A2.2 • AND LOCK CYLINDER. • COMPUTER FILE NAME . A ,_ 2 . 2 , . . COPYRIGHT 2000 CARLETTI ARCHITECTS. P.S. , . , . , . • t '1 . of • �, • (� CARLETTI ARCIIfITECTS P.S. O Cl) ® C 3 o 0 o ar 6acwre$ planning ,� 75' ° / •�e' o. / 2204 Riverside Drive Suite 270 oviiiiitTpr- 1 Imo` i Mount Vernon. WA 98273 1 Phone, E360( 424r0394 III ! I .I I 1 11 : Fax: 3601 424.5726 1 j l I l i j Il I I Ill � � 12 I _ _ I ' I 12 ! l ! � 11 . I (I II 1 j I I I 1 2 21 I ! I I j II ; I1 ! 11 I I 1 1 1 I I ! I I I I 642 A- 1ST ED II 1 II I ' I ' I I 1 II I I I II I EAVE HEIGHT I III ! 1 I I I j I I I I I ( � I I I I I CH CT . 9 1 I I ' i , tI I j 1 I1 I I I 1 I �� 1 I 1 I / 1/ I 1 I� ' f II I , II ' I 11 • I 1 ' ' l I 1 i ' 1 11 I , 1 1 t ! 1 I ' 1 1 1 II 11 �� I II , 1 11 I I. � ' li � I � I I I I , I II ^'` 11 I it I H • I I I. 1 ! 1 1 1 I • I1 ATOFASRINGTON 1 11 I1I I� _ � 11 II i I ' 1 I • I1 I 111 1 1 I i , , Ii 1 11 I I , 1 I , 1 1j ter^--�-.'-- II I _ p. _ _ III 1 � 1 II II I I 1 I I I i 1 i i . 11 I 1 1 1 1 � ! • 1 I 1 II 1 I , I, 1i 1 , �I I . I I ' 11 i 1 !:' 11 I it , I, II i II i1 II I, I, I ! ' �F ! I ! ; I 1 ANACORTES HEALTH CLUB •SOUTH ELEVATIO \ • NORTH ELEVATIO \ 1609 'R• AVENUE SCALE: 1/8'•1'-0' SCALE: 1/8'•1'-O' ANACORTES WA 98221 91 ' O 1i , , . , • � �,:/ � � 1so'-o• � �� � (360) 299-3068 'II / / MARK YOUNGBERG ' I / 25-0 / 25-0' / 25-0 / 25'-0' / 25'-0' / 25'-0' / CONTRACTOR: • ALAN N PERKES CONSTRUCTION i METAL ROOF PANELS 17713-B DUNBAR RD I 1 ' ' MOUNT VERNON WA I I -- (360) 428-0255 :i1 1 '�, 1 1 ; 1 l I 1 1 I 1 1 I 1 •1 I I - I 1 I I 1 1 Il1lk ! P:I ill II11 1 IIItIi II Iilliiii ' 1 I I1 I ! j ill , . Il illy II , ' I i li IHrt 111 � � I I I 11 ! 1H I t 1 � I I I I I I I I I � 1 I II 1 � I I II II � II J II I �� 1 I1 IIIiI I � I1 ' j � 11 1 � III II I 1 � I 1 1 I I 1 I 1 - - - I, I , j ! , I I , I 1 , 1 I I , , ! 1 1 I ! j 1 _ I ' 1 I i 1 ! , i I I I 1 l 1 !T I II 1' I ' i1 TI I 1 i '1 1 I � I 11 II I II u II ' i 11 11 1 1 i I I 111 ' 1 ' I' ! ' I ' 1 I1 1 ! I I i1 II I II II1 1 rl . , I ! / I I ' I I 'I I 1 1 I 1 I 1 Ii I, 1 � i � 1 I i ' � i1 ' 11 ' I I I I I I I I _ II _ � I 'I I I 1 0 245 I i '' I 1 ' I 0 I ' 1 b I 1 , I 11 1 ! % I i ! I I l I ! 1 1 I ' I' 1 i NKUJtG 1 NUMtStl•C I � � ! l 11i 1 ! 1 III li 11 1 I Ii 1 I 1 f ; i , jI I ! ,I j 1 I 1 1 I i I III 1 11 l j• 1 I 11 I 1 ( i � � !) 1 Ii i1 11 ' 1 it I i I I I 1 1 1 1 ' i I �I I I 1 . � {I 1 1 1 I 1 1 � � II 1 1 REVISIONS: , II I 1 11 11 I ' 11 ; ! ! I ; i 1 I I 1 1 I I I I 1i I II I I I 1 II 1 . 1 I + I II 11 11 I , 1 I I 1 . I , ' 1 I . II II I I 1 11 1 1 II I � - ! II I 1 . , if I i I i II II I �: 1 Ii 1 it I ! AN,.. je FEB 27, 2001 REMOVE DOOR 15 WEST ELEVATION >a SCALE: 1/8'•1'-0' . „ {(1P1T 0 150'-0' O 0 O C / 251-0' 25'-0' 25'-0' 25'-0' 25'-0' 25-0 / / / / / r / c METAL SIDING 7 • TO EAVE HEIGHT' SHEET TITLE. 1 —__ 1, . ;} I .._. ._. HTIIjIEIHHr ii 1 , I , III ! I111 ! 1IIIII 1 IIIiII Ii1 III . I Ii III liII � it ) i ' ! I1Ii j � '� 1 ' ) II • II1 I111j1II IELEVATIONS II1 III II1 II I (II 1 1 1 1 I 1 1 Hi 11 1 1 1 11 I 1yI 1 I I 1 1 1i1 7 I li � 1 I I ° I 1 I Q I', 11 I II � IS II ti• i ' III 11 ' 1 1i I ' I ' 1 1 I I I '` " 4 , � li i 7 1 ii I , I 11 1 11 ! 1l,I 1i li 11 1 11 I ' ! III 1 11 I 1 1 1 ' 1 11 1 I j 1 1 1hp I I ' I ' 11 . 1 I II I i I � 1 I I ! I I i 11 p1 11 I I I pi 11 I 1 1 1 I T.O. STOREFRONT _ I 1i1 I' 1 . ' I1 ! : . I � III1 Iip il ! ( I , lI Ep 9— - 11 1 II 1 I ! I €, , 1 i ! 1 1 I �� 1 1 ,1 r ( I 1 I 1 / 3 11 Ti H '_ ( I 1 iI i I � s ,I T.O. FINISH FLOOR I i� 11! 1I 6 1 1 ' I L I I ��1 _ Iu I 'i , : • J11 — / • TIM GOODMAN 1 , F s1� ALUM. STOREFRONT PROJECT ARCHITECT; c2-..- S �A�6�� TIM GOODMAN + ' '�I -9, �/ • DRAWN BY, EAST ELEVATION I PETER CARLETTI I : 1 8'•1'- 'SCALE: / O CHECKED BY, b I p I I. I, JANUARY 9, 2000 `, DATE p l C:\DATA\00\245\A30 COMPUTER FILE NAME i COPYRIGHT 2000 CARLETTI ARCHITECTS. P.S. , — " �l I k4 ::: 1-. s l • • ' +• ••' I. 0 0 E • 75'-0' / ' METAL CAP FLASHING I CARLETTI ARCHITECTS PER METAL BULIDING R E I IAR HIT CTS Re Se MANUFACTURER AND METHAN- , SYSTEM PENETRATIONS T.O. EAVE 0 25'-9' an:h19mecture 8k p n tql •_�_�.,�• : 11 2204 Riverside Drive Gm -a xtitioa::,w:a,..i Suite 270 �— _ _ W, a,, „+ Mount Vernon, WA 98273 Phone: `360( 424-0394 _ © Fax: 1(360I1 424-5726 Ir `� STEEL MAIN FRAME © --` S • r TOP OF T.S. 6429 REGIST ED �► HIGH BAY ='•0' A.F.F / H CT lar 12air METAL HALIDE I FIXTURE 2 _--- MECHANICAL !II J 1 PLATFORM S E F A NGTDN EAVE HEIGHT ' ' 13'-0' A.F.F. '-' '' '� ii+`,Y PINN WAl,I, W/ SEE STRUCTURAL— SOUND BATT INSULATION IS , 5/8' DE / DWGS FOR FLOOR TYP. o MECH. PLATFORM is N1- - CURETO`3IDEWA �' / CONSTRUCTION vriAS REO'D ITS 0 MFI \ // �� 2.3. / 12' 0' A.F.F. — I T O WALLS �, WALLS TO FRAME. TO - \ A 6WOMENS LOC)CTsvR${p— 8. r + ;x�� rr r y ; 6 OFFICE `� 9'•6' A.F.F. MIN � v� . AX/XxI xk LERAX CIMY7k aid /7:1: 'XI�(i'k k / 17/,,,Ixk�' KI%:. 'AV:LiLt •LI. 1::: :I — 8' FLOURESCENT I - ' BTM. OF CANOF ANACORTES HEALTH CLUB �. ACP 9'-0' A.F.F. 3 STRIP LIGHT0 I I LINE OF 6' STEEL 0 10'-0' ' a — ---( ,r� I CLG JOIST BEYCND 1609 'R' AVENUE EGGCRATE DIFUSER ACP CLG ACP CLG ; ANACORTES WA 5/8' GWB LID :: 98221 •' GWB HARD LID WOMENS I MASSAGE MANICURE I ACP BEYOND ENTRY ON 6' STEEL LOCKERS ! 1 , Ic 1 II I360I 299-3068 1 CLG JOISTS b I MARK YOUNGBERG I , : , 9t 1 •—I r— In1 CONTRACTOR: 11 Ii ALAN N PERKES CONSTRUCTION _________ 17713-6 DUNBAR RD x IF.F. 0' 0' A.F.F. _ �—_-- ----- - ----- --- __. ----- ..__ --- --- _ ' . — ��1 it _ t / ' — F.F.F.F: a o' MOUNT VERNON WA _..l_ _I 0 7 _ _ (360) 428-0255 i \ . . , z-A.. --\ 2". -7--- j L BUILDI \ G SECTI0N . SCALE: 1/4'-1'-0' • 00-245 • F'KUJCCI NUMBER: • REVISIONS: 0 0 0 0 0 E / 75' 0' I / a / L , 5/18/01. OWNER REV. T.O. EAVE 0 25'-9' / ��J � ' 'WWI_ . �'�hMN j,�';4 ., -y. . • . 1 1_.. ♦. I r 4 f _l-- • ...---"--- • 4 y^ tf,� SHEET TITLE: • "�~~F HIGH BAY METAL s12 - Z HALIDE FIXTURE / BUILDING SECTION A - IliS IRAL DUCT o a PAINT BUILDING SECTION B Ir t- ' MEZZ FLOOR oMM �� Z CARPET 0/ �.oscv o,;•, :.Mr1�Na ,'�✓an PADDLE FAN N FUTURE 5' CONC. 0! 1 1/2' 22 GA MTL. DECK 0/ W/ 5/8 GWB EA.RAIL MEZZ• BAR JOISTS (PER STRUCT) NT._V _ - III .._ T.O. MEZ. FLR e 11-8' A.F.F. SIDE CAPABLE OF RESISTING - T.O. WDO I 10'-0' STEEL MAIN LOW BAY METAL 75 LB LATERAL FORCE — _- --_-- _--- i g FRAME HALIDE FIXTURE BEAM PER II STRUCTURAL I T.O. GWB a 8'•O' II 6it ' MIL. STUDS FUTURE SPIRAL • PER WALL DUCT PAINT - AEROBICS I CARDIO STRUCT T.S. COLUMNS FUTURE MEZZ.SCHEDULE a ___O.C, HVAC GAS PACK TIM GOODMAN I1 COLUMNS ._X_ T.S. PROJECT ARCHITECT.' i � -�' GROUND MOUNT UNIT PER STRUCTURAL I 3 5/8' MTL. STUD MECH. DUCT CHASE TIM GOODMAN 5 1/2' CONC. SLAB i I FRAME TO 8'-0' W/ DRAWN BY, REINFORCE PER I 1 5/8• GWB PAINT • j' . STRUCTURAL PETER CARLETTI 1 . I 1 [ F.F. a 0'-0' CHECKED BY. . I; `7 Jam( . - DICE SER AG AAA _ vie. �r'�i!/W tali VEETEMB:T� ZWT- i DATE • C:\DATA\00\245\REV\A4.0 . COMPUTER PILE NAME • �I A � U IL I \ G SECTIO \ � ,. SCALE: 1/4'-1'-0' torment 2000 CARLCTTI ARCiITeCTS, PS. ♦ ,. :. • F V - fek r T.O. EAVE a���t rr •r' r CARLETTI ARCHITECTS ,< RS. . 41filit‘ ardtbsoture&pl ��`'te ��� wr; TYP. METAL BLDG. 2204 Riverside Drive Al _ ann s'� TYP. ROOF CONSTRUCTION • riI RAKE FLASH Suite 270 SEE 2/A. eat -5.0 Mount Vernon. WA 98273 . O. ►i Phone: 4360� 424-0394 � r TYP. ROOF CONSTRUCTIONM1 �� � SEE 2/A-5.0Fax: 360 •424-5726STEEL MAIN FRAME6 i9 rSEE MATAL BUILDING sa2s + I .11 MANUFACTURER FOR e e s EEO iry Ec/ 11.i SIZE AND LOCATION so . . . �� MTL. Z GIRT • II% Pe TYP. WALL CONSTRUCTION �. r,LEITt SEE BUILDING MANUFACTURER i SEE 2/A-5.0 RJ. \. •A nFti^A ..tErn 04 DRAWINGS FOR SIZE AND LOCATION i i s TE F ASHINGTDN r, ►1I i I �!1 ---- MTL. SIDING 4 40 i �� i TYP. WALL CONSTRUCTION • !� ANACORTES HEALTH CLUB SEE 2/A-5.0 TYP. ROOF CONSTRUCTION �j 1609 'R' AVENUE , ANACORTES WA 98221 CLOSE OFF TOP, METAL STANDING SEAM ROOFING 1 SLOPE OAI , F T.S. WITH PLATE 24 GA GALVALUME 0/ , •i ] fasi T.O. T.S. COLUMN 8 1/2' 'Z' GIRTS 0/ L i �i R 19 COMPRESSED GATT INSUL..• MARK YOUNGBERG (360) 299-3068 Or 10' WIDE FLANGE COLUMN WHITE VINYL V.B. WRAP EXPOSED 1 r CLASS III MAX FLAME SPREAD 76-200 sp. r= 4 ' 1 5/8' WELD PLATE ENT(S Et= :NTRUTI0NGLV: PER THERM o , MTL. ROD RECOMENDATIONS. FLASH AS REQ'D • -, MOUNT VERNON WA � �• �": � �- (360) 428-0255 'llT.O. EAVE x "4 1 O.AO CONINUOUS METAL BLDG s'' allia � BOX GUTTER & DOWNSPOUTIlk '�' 1 1 FLASHINt 'UN U' STEEL MAIN FRAME TIGHTLINE TO STORM TYP. SEE BULIDING MANUFACTURER WALL 6' M VER �. DWG'S FOR SIZES AND LOCATION a WITH DRIP N 00-245 f'KUJt(: l NUMBtR: ' lib GA LV. \\ I 1 1/2 , A._L rT.O. FRAMED V ,` , � I so STEEL DECK ' 1. PRE-ENGINEERED STEEL F.F. FUTURE MEZZ. �1 a -o •x BUILDING MAIN FRAME _._-. _ __- ___ _ E•- 1 REVISIONS: - __ -- • ri ri ) e)iii - I II, T.O. ACP I �" i y NOTE: MAX FLAME SPREAD OF _ j - EXPOSED MTRLS. TO BE �� CLASS III 76-200 • • ' \ - _._-- - 1 T.O. WDO HEAD • WIDE FLAT" id SEES / ; STRUCT3 it .L FOR SIZE / ' • WIDF NGE SEE �/ 1 Ixy' /- 2 1/2' X 4' CLEAR ANODIZED . - STR FOR SIZE i >K9 ! STOREFRONT, TYP. • I >� I C. MOUS METAL BOX ,` ; I T.O. GWB TYP. U.N.Q. e- t. R ATTACH WI 2' WIDE TYP WALL CONSTRUCTION I " i" II i (SEE WALL TYPES) �* 'RAPS @ 36' Q.C. TO METAL VERTICAL PANELS (24 GA.) (BHP-HR36 COLOR ZACTIQUE II) ; .—. 1/ I T.O. DOOR 8 1/2' Z-GIRTS W/ R-19 COMPRESSED BATT - I J�� ( SHEET TITLE: =LANCE BEAM INSUL..WHITE VINYL V.B. WRAP I ' u NOTE• I SEE EOTEST REPORT ( FOF� SIZE A NNEL 0/ • WALL SECTIONS T RAL ' HAT CHA ( RUC U 7/8 CT10N u GWB 8'-0' HIGH W/ VAPOR BARRIER PAINT t FOR O`JNDATION SLAB I '" i REQUI{ t�IENTS (SEE WALL TYPES FOR HEIGHT OF GWB- & � j II ,• T.S. • .t", •;A` HAT CHANNEL) 11 u I } i, . \ 1/2' X 4' ALUM. ) BLEAR ANODIZED fi " ' �( . .,F wa o STOREFRONT (TYP.) i \ \� • ' .t.. ri r--<.<--,- • I i / / :r4.:: aF x ! p r / � i r' F �, +t . nk TO. SLAB • TIM GOODMAN — FINISH WALK I ; � 4' FINI ' T.O. FINISH GRADE �- PROJECT ARCHITECT, nor SLOPE AWAY i I • i r STRUCTURAL CANOPY — } x , :: / FOUNDATION TIM GOODMAN • 4' PVC TIGHT LINE - 5 1/2' CONC. SLAB PER DRAWN BY, 0 ^' w ' ' ' , REINFORCE -PER STRUCT. >k 8 , STRUCTURAL 0/ 01 r� 1 , ptiA , < )i , c. r-, _ 4' PVC FOOT DRAIN----�� — — S0 UC "VC MEMBRANE I PETER CARLETTI 1 ,1I 4 ,� _� Y WRAP IN FILTER FAr:.4IC CHECKED BY, (4 ',• s r t - — — / 7 J-I T.O. SLAB JANUARY 9. 2-000- •`?l:0I DATE Iii �`.G ," " ":', ^ *�` — AND SET IN PEA GR.Ab ELii,--� SEE THE tRETEC' DWG'S I�' C,y�<59 Y nMP ' s. ., \ — r CONT. CONC. FOOTING DETAILS Fes,-., '�MBRANE a,� .pa ¢ ;, AND RE:'4FORCEMNT REQUIREMENT. C:\DATA\O0\245\A50 r°1{. , ' PER STRUCT. FOUN. FOOT PER COMPUTER FILE NAME STRUCTURAL — —I UNDISTURBED BEARING PER SO',:_ REPORT �.}; — WALL S E C T I 0 \ • ALL S E C T I 0 \ COPYRIGHT 2000 CARLETTI „RCHrceCTS. P.8, © WALL S E C T I 0 \ ©i SCALE: 3/4' O' SCALE: 3/4'•1`-0' SCALE: 3/4 .1 0 •1' ` - — — *' qyi 3 ISrha , -' y r 'r tarp t i m • t •i..k ,,,,,..*,.,t,,..,, , , , Y ' A 5 . FAQ ?' I" ' Its " CARLETTI ARCHITECTS M. • x, arcittectureet 1p znn nog. • - 2204 Riverside Drive Suite 270 Mount Vernon. WA 98273 Phone: (3601 424-0394 Fax: I(360 424-5726 bg .I MER 64 \ ;T ! : E T RcDi CTTOP SECTION SIDE RAIL9 1 /2 I N TATE FJ INGTO i ; / � ''' t. . FRAME 23 1 /2" r CEILING LINE — - © 16 I J 4 R5 O © X 1 — ,,.- �` - _� X II A NEW FACILITY FOR: ___/7_F�I,s COUNTERSUNK s 3ns % L t LOCAOP TED AT 1609C RR AVENUE TES HEALTH CLUB I (. O �� ' O • • I L ' ONE INCH ANACORTES WA 98221 , A a j I EXTRUDED ALUMINUM WASHER,NUT " TREAD: ( O O BELOW BOTTOM EXUEDALL,d N ,+ -- • of FRAMEMARK YOUNGBERG (360) 299-3068 Ire 1ATTEN1g_ LILSAIN T-6) 3 FIATARDED '� I TO HINGE FOR d I i • +��� ��.� — �J STRENGTH �� k� RIVETS: f ID SLOT CUT IN E K�` kI '` FRAME FOR LOCK �� ALUMINUM DRIVE 8 CONTRACTOR: KEY OPERATED CAM LOCK (OPTIONAL) DOOR PANEL CONTINUOUS Q © © ALAN N PERKES CONSTRUCTION I Ill 1/8" ALUMINUM PIANO HINGE RIVETS, TESTED I6 AT 1000 LBS. 17713-B DUNBAR RD �f TOP SECTION AND DOOR "ACHMENT '/ S % SHEAR STRENGTH EA. a= _ -°�°'' , e� MOUNT VERNON WA - ' . �► (360) 428-0255 I 1. ' 't ' 9 1 /2" % / / i WHEN STD. ALUMINUM DOOR USED /7 o `I �/ /,% RISER HEIGHT -- /b SIDERAIL: fil/ EXTRUDED ALUMINUM CHANNEL O / NOTE. /7 (6061 T-6) 5•'x1"x1/8" _ • ` ENGAGE EYEBOLT / II HOOK ON i ; • i POLE TO OPEN • �i ' 00-245 • ' f'NOJt(: 1 NUMEStIt: • / 6 r--// / ti / • TEE-RUING /2 TO ASSIST IN UNFOLDING / / 63 n R / / REVISIONS: / / OF UNITS WHEN CEILING 1 9 1 /2 FLOOR HEIGHT IS GREATER THAN 10' " • I „ 21 1 /2 LEGEND ` C' IS EXACT CEILING HEIGHT } = 47 i 0 O 1 . STEEL PIANO DOOR HINGE SEE DETAIL) % O i 2. DOUBLE SPRING ACTION ( 7• EXTRUDED • ALUMINUM TREAD (SEE DETAIL) 8. HANDRAIL: 18 3. EXTRUDED ALUMINUM SIDE RUNNER (SEE DETAIL) 9• OPERATING ARM'x3/4" STEEL FLAT BAR 4. EXTRUDED ALUMINUM BATTEN (1 /8") 10. ADJUSTABLE FOOT ( 5. DOOR PANEL 1 /8" ALUM. X 11 . OPERATING EYEBOLT k 6. STEEL BOX FRAME: 5"x1 ' x1 8" CHANNEL ADJUSTABLE FOOT BOLT / 12. OPERATING POLE OPTIONAL EQUIPMENT STANDARD ON AL.,_ UNITS Q 11 ,..' . ` 3/8" BOLT ADJUSTABLE C X WITH 9/16" WRENCH (CEILING HEIGHT) (CLEARANCE) L ROUGH OPENING • (5/16" UP, 3/4" DOWN) O KEYED LOCK (SEE DETAIL) 1 O'- 1 " to 10'- 1 1 " 18" 63 1 /4" 30" x 64" • • HANDRAILS ON BOTH SIDES4. ; SHEET TITLE: - fFr Li i ' 1 0 DISAPPEAP 3 LADDER DETAIL A \ D \ OTES _ DETAILS N.T.S. } VERTICAL 12 GA HANGER SPACED —VERTICAL 0 GA HANGER SPACED SUPPORT WIRES 4'-0' O.C. ALONG MAIN RUNNER TO k 4'-O' O.C. ALONG MAIN RUNNER TO \ .�� SEE A C.T. SWAY STRUCTURE ABOVE. STRUCTURE ABOVE. VERTICAL STRUT BRACE DETAIL (4112 GA WIRES SECURED TO MAIN ST GA. WIREA HANGER TO COMPRESSION STRUT • 12'-0' O.C. �/ /' 0 12'-0' O.C. CORNER RE RUNAER WITHIN 2' U T EACH OF CR05 \ � S RUNNER VERTICAL STRUT SPLAYED 00 FROM:AT OTHER. N.T.E. CORNER OF FIXTURE 14112 GA WIRES SECURED TO MAIN \/ \ CAPABLE OF RESISTING 45 FROM CLG PLA . HORIZONTAL RUNNER. 1 VERTICAL LOADS • RE 2 GA. SWAY SUPPORT STRAINT POINTSHALL BE PLACEDSPLAY GOD FROM EA OTHER, NT.E. 12'-0' OC. [N BOTHIRECTIONS. W/ ATTACH SLACK WIRES WIRES • 12'-0' O.C. DIRECTLY TO FIXTURE 45 FROM CLG PLANE HORIZONTAL THE FIRST POINT HIN 4'-0' FROM AT DIAGONAL CORNERS RESTRAINT POINTS SHALL BE PLACEDN. 1 245 EA WALL. SECURE TO STRUCTURE 12'=0' O.C. IN BOTH DIRECTIONS, W/ / `l D GA. SUSPENSION WIRE \ / / ABOVE. THE FIRST POINT WITHIN 4'-0' FROM,• • 4-0' O.C, \ / MAX / I TIM GOODMAN EA WALL. SECURE TO STRUCTURE \ COLD ROLLED CHANNEL / I MAIN RUNNER MAX ABOVE r • 4-0' O.C. t RJ��� i •/ PROJECT ARCHITECT 1s GA. TIE WIRE �P�� \. , \ TIM GOODMAN - / 1 1/2' COLD ROLLED CHANNEL DRAWN BY, • 4' 0' O.C. NS Ij �+- \( 7/8' HAT CHANNEL POS ��=N��Na���III j/ ATTACH FIXTURE TO PETER CARLETTI C 1 / II • 2'-O' O.0 ifroz5/81 ST� NSION SYSTEM WITHCEILING EPOSITIVE CHECKED BY.A.C.T. CL P AM DEVICES HAVING c/ ININ CAPACITY OF 100X OFJANUARY 9, 2'��O 2CC�e 55 CROSS RUNNER LIGHTING FIXTURE WEIGHT DATE \ % .14 " MAX. TYP. IN ANY DIRECTION C COMPUTER T R FILE \ HAT CHANNEL NOTE: SUSPENDED CLG SHALL BE INSTALLED PER UBC 4702. COMPUTER FILE NAME 5/8' GWB • 2-0' O.G • . SUSPE \ DED GWB • CF { III\ G BRACE A . C . T . SWAY BRACEA 6 0 ' '- - ; , i S • N.T.S. N.T.S. N.T.S. LIGHT SIX . SUPPORT COPYRIOHT2000 CARLL`TTI ARCHITGOT■. P,B, N.T.S. • A • {� iry • • • t, ,tea • CARLETTI ARCHITECTS P.S. 2204 F a Drive Sui te 2 Mount in. WA 98273 1 • r, Phr 360 424-0394 • F f 360) 424-5726 6.129 6429 MI ES fEnr A NEW FACILITY FOR: ANACORTES HEALTH CLUB 1609 'R' AVENUE ANACORTES WA 98221 MARK YOUNGBERG (360) 299-3068 CONTRACTOR: ALAN N PERKES CONSTRUCTION 17713-8 DUNBAR RD MOUNT E V RNON WA (360) 428-0255 I ^ 00 245 El I 0 I I\ 25 GA. (VERIFY)46 DEGREE 20R 2X4E WOOD L OSTUDS I _ PKUJCG NUMf3tR: , BRACE •;5.0 O.C. MAX. 1 � t ATTACH TO FRAMING MEMBER �, 1 ' („ ( � j� REVISIONS: • 11 i • I W/ 010 SCREWS. ATTACH TO ' �\, A J� i r_� J1 STRUCTURE ABOVE , , Il 1�L. J\��,� // 1 SUSP. CEILING OR GWB CLG. '� "' — • 6' METAL STUD WALL BUTYL MASTIC TEK ANUF \ 1 \ • SEALANT CONT. PER MANUF `� \ VERIFY DIMENSIONS FOR ALONG PANEL N T �// �` ; / 3 5 8' I I- O. CLG. i '- '/ ( STUD WALL 0 0 LENGTHS p • a • I VERIFY % -If 1 1 TRANSOM ABOVE VE WJ1' - J 2 6 WOOD , ' INSUL. TEMPx STUDS OR GLASS ' f i j 1� � \ • 568 20 GA W/ STEEL STUDS .*c'- �A � i 1 I I_ � - STOP W/ WE=THERSTRIP I t �� HOLLOW METAL 5/8' TYPE 'X' GWB EA SIDE R-11 GATT INSULATION it o/ PARTITION 2 FT EACH WAY [111.d 1 FRAME. GROUTp I I I�� SOLID G �I—T CEILING RUNNER W/ A.C.T. ALUM. ENTRY DOOR PER I ATTACH STUD TRACK OR FASTEN RUNNER TO PARTITION - SCHEDULE W/1' INSUL. iI 'JrII PER RDOOR SCHEDULE 2x6 P.T. WOOD PLATE • PROVIDE ACOUSTICAL SEALANT 1 / TO SLAB W/ RAM SET ANCHORS AT ALL GAPS BETWEEN CLG II MTL. PAN :✓ • 24' O,C. /I I I / 1 6 PARTITION I j t_Lt 2' DOOR PER SCHEDULE2 3/c' 1 •SIM CONDITIONrIj �- ,, I I 4' < WALL TYPE VARIES �I 1 I I— _ `'t_— SHEET TITLE: HIP DOOR HEAD METAL ROOD LAP PART . � RACE T � * \ — DETAILS 9 SCALE: 3'=1' 0' 8 I A ;R T I T 10 ` E A D • N.T.S. 7� SCALE: 1-1/2'=1'-0' \ 6 / . r SCALE: 3'=1'-0' I I \ CONCEALED BOTTOM RAIL I WEATHERSTRIP21 STOREx4-7 ' ALUMINUM STOREFRONT WINDOW PER SEALANT W< ASPHALT STOREFRONT PLAN ATTACH FRAME '/2' EXPANSION JOINT OVER EDGE OF FOJNDA-:ON t.ALUMINUM DOOR THRESHOLD STOREFRONT DOOR PER MAX. 1/2' ABOVE. FLOOR C SLAB SAWCUT JOINT PER PLAN j STOREFRE PER MANUFACTURER'S SPEC'S • ALUMINUM SHIM SPACE I STOREFRONT • i ! SEALANT AND BACKER COMPRESSIBLE DOOR ROD BOTH SIDES TYP 1 - Z JOINIL E W/ CONC FOUNDATION WALL aROIk' a . ... I pJ I CONCEALED BOTTOM RAIL W/ REINFORCING PER STRUCT d, 2 `� WEATHERSTRIP • TIM GOODMAN PROJECT ARCHITECT: I I ALUMINUM DOOR THRESHOLD , T II MAX. 1J2 ABOVE FLOOR A Rtn TIM GOODMAN ; MAX w X 225 S.F. I► � MAX LENGTH 15' 1 • SLOPE 1/8 DRAWN I I PER FOOT f 0 >, PETER CARLETTI I i• CONC SLAB - CHE CKED CKED BY. — — - - ,_ JANUARY 9. 2000 COZt I :y DATE I r _• ,// -- C:\DATA\00\245\A61 T l II-� S / COMPUTER FILE NAME 101 � I „STORE FRO R 0 t � { HEAD , SILL SA � W C � S �L_ A 3 5 SCALE: r.r-o' ULLION DETAIL /� 4 SCALE: 1-?/2'=1 -0 3 /- c)TOR . FRONT DR THRESH ni , PITOPE, FRONT i, LL SEE DETAIL 12/A-6.1 FOR WRAPPING �C " I egrA,I F A'el'-Os \ )SEE DETAIL 12/A-6.1 FOR WRAPPING SCALE: 3'=1'-0' rnn+•w+qHT anon ,'ARt wA^++ a=rtins..-mcr «. • • RECEIVED PAIFY 3 ? 2001 GO -EDEKE 93UILDING DEPT. ENGINEERING 17119 SE 47th Court W10X33 CANOPY COLUMN W/ •1 (2� •3 4 { 5 ) ( 6 ) (4425))044-5� baD3 5/8"X14"X16" BASE PLATE W/ Q Y - Y (4) 3 4, IA ANCHOR BOLTS, I , „ „ 4�oe•s°�d / D25'-0" 25'-0" 25 -0 25 -0 25 -0 • .A4, .tip EMBED 8", BEAR ON 1-1/2" / k k `'� METAL BLDG POURABLE GROUT COL Cl , TYP 4 PLACES �• �� _ - - - - - - - �- _ - - - _ y o x 1 3. �� mac.-` 1 -_�.__-_-__.._._..— —--_ \ 18 52 FRAME BEYONDel 1 I ce CONC PLINTH AROUND IS 1 J( 1. /1222001 CONC CANOPY COLUMN W/ (2) 1000 EJ 16 (3) # 5 CONT EXPIRES: 10/28/2002 SLAB-ON-GRADE #7 HAIRPIN '' v . DOOR HEADER FULL LENGTH OF 5" CONCRETE COMPOSITE DECK FLOOR ADD 2 5 X 4'-6" a� MEZZ, EA SIDE 3 1/2 CONCRETE OVER 1-1/2" X 22 GA ( ) # c I FUTURE COMPOSITE DECK, REINF W/ FTG EXTENSION ( MEZZANINE I 6X6-W1.4/W1.4 WWF, 5 WELDS PER . 1 _ i SHEET N1DTH SIM I W16X26 11 W18X60 1 ,53 W18X60 W16 X 26 I 1 Tan ,.. (5) # 5 @ \\ • i t A :\ Lo �I//O I ^-� — �� • FTG EXTENSION I o USA 0 1 yl 3'-O" / 2'-6" / �� Iup up Lc x I �' } I NCONT FTG FTG EXTENSION I- ' r �� Ir,,3 i II3• 3/4 T&G PLYWOOD SHTG W/ N NJ 16 K 6 JOISTS ® 24" :2_,711.0Y FRAME #8X1" SCREWS 6" O.C. PANEL EDGES' ,� x ` 1 1 C A\ O P Y F R A M E FD \ 12" O.C. C INTERMEDIATE SUPPORTS 1 16 K 6 JOISTS - - I i ANACORTES HEALTH CLUB j © 24" o.c. ; 1608 'R' AVENUE ® ____ _ ! 93 s ANACORTES WA 3„ I' .. +1 -' • 98273 / 4 -74 _, - W 12X1/1 =-__-_-� z - , - 1 ______ -_--_-- _ =_= .- - _ - \-...._ 0 -,__ -_ t -_- -- MARC YOUNGBERG (360) 293-3066 W 10X33 FIFA-�i W 10X33 - W 16 X 26 - W 18 X 60 - W 18 X 60 - W 16 X 26 CANOPY COLUMN W/ COLUMN IN COLUMN ALAN N. PERKES CONSTRUCTION CONTRACTOR TYP CONT SLAB HAIRPIN, IB1I VIEZZA\ \E FRAvII \G PLAN NOTE: 17713 B DUNBAR ROAD MC 12X10.6 W MC 12X10.6 W/ VERIFY EXACT DIMENSIONS AND STAIR CONC FTC SEE DETAIL 1 /S2 1" DIA BRACE W 12X14 - 1" DIA BRACEMOUNT VERNON WA 98273 SCALE: 1 /8" = 1 -0 ' LOCATIONS WITH ARCHITECTURAL DRAWINGS (360) 428-0255 ' -- TYPE "B" ROOF DECK, W 5X16 1-1 /2" X 22 GA BLDG COL AND WALL \ - E\ T PY CA\ ODY \` FPAV11 \G PLA\ ' --1f * SCALE: 1/8" = 1'-0" • EDGE OF e CONC SLAB cD • N 1 • 1CD 0 -245 Q 150' 0" Q QQ 00 JtG I NUMB N: / EQ / EQ / 'ir 25'-0" 25'-0" 25-0" 25'-0" 25'-0" 25'-0" ,I` ,G` j` k / X X 1 I I 1 j I REVISIONS: 5'-0" / / L_ J J- O FEB. 1, 2001 f 7-2Th CA \ OPY FPAVE FD \ T r 7� 2�S 1 /2" = 1 '_(:),, /3 MAY 30. 2001 to ! S 1) OWNER CHANGES 9 I CANOPY COLUMN W/ I MTL BLDG COLUMN W/ SLAB HAIRPIN, ti SLAB HAIRPIN, �3 - „ I o 5-1/2 CONCRETE SLAB-ON-GRADEp�� TYP 1 SEE DETAIL 1/S2 SEE DETAIL 2/31 51 i I in REINFORCE W/ # 4 @ 18 ' O.C. EA. WAY, , _ WALLS BELOW MECH{�N1CAL ROOM: SEE 1 /S1 FOR CONTROL JOINTS r 1 -' 1/2" GYP BOARD E4 SIDE, UNBLOCKED I I kI W/ WALLBOARD SCREWS ® 7" O.C. iln --- -� �' ATTACH TRACK W/ MILTI "EDS" P.A.F.S. I F 5.0 - SHEET TITLE: __ (0.177" DIA) X 1 /4" LONG 32" O.C. 5'-0" SQ X 14 IN. THK W/ IIIIG�iI� v • F 5.0 • F 5.0 F 5.0 (5) # 4 EA WAY I F 5.0 I o STRUCTURAL NOTES / DETAILS on rJ_ � r -,- 7 r -;- -1 r - - -1 r -I- -1 `" 11 I I I I I I I I I I I 1 I �� I L _,- J L _,- J L -I_ _J L - _ J L _'_ J • \ �I II I C-2 I BRACED • EQ EQ I r 1'-6 ' WIDE X 12" THK 1 TS 4 X 4 X 1 /4 COL, I FRAME, / / / 1 In- 1 ! CONT THK'D SLAB FTC W/ USE 1/2" X 10" SQ BASE PLATE ' SEE DET 5/S3 5'-0" I (2) # 5 CONT 1 - 11 I W/ (4) 5/8" DIA ANCHOR BOLTS, TYP. / / 11 \ 4 -fr FI4 0 C-1 1 I F 3.0 I 0 r L- r I I H r1 THKW/CA\IOPY F AVE F�\ - -- a= r - (3) # 4 EA WAS "� LJ 1 I K?2 3 /2„ = 1 '-0" St I I I rF 3.0 — —Ir= h( 1 L _1_ __I L _I_ J I J I n 1 I i I F 4.0F 5.5 F 5.0 ' b TIM GOODMAN 1 1 I II I 4 -0" SQ X 12 IN. I I PROJECT ARCHITECT: THK W (3) # 4 5'-6 ' SQ X 16 IN. THK W/ I F 3.0 1 0 r J I BRACED / ($) # 4 EA WAY GREGG GOEDEKE 1 I -I I FRAME, I EA WAY I ' DRAWN BY: ----t-J I , SEE DET 5/S3 " I I C 1 BRACED GREGG GOEDEKE T 1 r - EXTEND EXTG PAD, TS 3 X 3 X 5/16 COL FRAME, I ' CHECKED BY: 1 I DRILL & EPDXY REINF, 3 _ I L - fl- TYP 8 PLACES THIS LINE, SEE DET 5V/S3 F 3.0 PLACES USE 1/2" X 8" SQ BASE PLATE I �1 BRACED / I I I 1 �a NEUARY 12, 2001 ( j FRAME, W/ (4) 5/8 DIA ANCHOR BOLTS, TYP.„ I, t I C:\DATA\00\245\920 ,� L T J 1' / CL COL 9 OFF GRID, TYP L 1 - J , COMPUTER FILE NAME SEE DET 5 S3 .4T -+:1-1 , Ifr . _r_______ _4 ,___ _1,,,_ i_ I- L _ _ _J L _ _ Jmi FO.. \ RATIO\ DLA \ S2 I a SCALE: 1/8" = 1'-0" \N J S1 COPYRIGHT 2001 CARLETTI ARCHITECTS. P.S. • , — _. .A CQRLETTI ARCHITECTS P.S. arch mc¢vre&*JINON 2204 Riverside Drive Suite 270 • Mount Vernon, WA 98273 Phone: (3601 424-0394 Fox: 360I1 424-5726 T 2 3 0 5 O (i). I PROVIDE ELEC. FOR PROVIDE ELEC. FOR PROVIDE ELEC. FOR CONDENSOR AS REQ'D. el / HVAC GAS PACK HVAC GAS PACK SIGN CIRCUIT o GP31i AS REQUIRED AS REQUIRED ® GP4 (�� GAS HWT I ON TIME CLOCK 0 ) I'�� W/ RECIRC.RI �� • 84'. VERIFY PUMP[acll 1Ac2l IfW/ OWNER 1 ti i ci �_" - - - 1 �y — ,� � ANACORTESILITY HEALTHO CLUB LEGEND j 11 A '� ELEC. MAIN SWITCH GEAR 1609 R AVENUE �, n i= r _= ! ::::0F ANACORTES, WA. 98221 12 Ell BOARDDUPLEX RECEPTACLE • 12' A.F.F. U.NO. FOR . 44' SUB j SWITCHI SIGNGSWRTCHED FUTURE Ct W DUPLEX RECEPTACLE WEATHER PROOF G.F.I. -, _ri MARK YOUNGBERG (360) 299-3068 P�ddE L �® ® �} +44' } L til CONTRACTOR: DOUBLE DUPLEX RECEPTACLE • 12' A.F.F. U.N.O. 44' L220 V \an- G.F.I. j� ALAN N. PERKES CONSTRUCTION GFIO A.F.F. Its • 44' V 7-220 V • 44' DUPLEX RECEPTAA LE G.F.I. d, th 4, A.F.F. A.F.F. HAND7 _ 17713-8 DUNBAR ROAD b° =�, HAND h�CL )Otl� DRYER MOUNT VERNON.NbARROAD 220V. OUTLET D ,, , „ _ (360) 428-0255 t , — D— TELEPHONE JACK • 12' A.F.F. U.N.O. A.F.F. 1 aP O 1°a_..r , ® r Jt �- O �I _H O -i = � � I 10— DATA JACK 0 12' A.F.F. U.N.O. es, J f TVD— CABLE TV ♦ '� 0 84 _- . __ +84' A.F F 4 ► LT -,-ItATE iiiiiiu. )[.........aseS ._____, FLOOR DUPLEX OUTLET A.F.F.1j I I �I _ 0 I-t ELEC. SUBPANEL 4,1 VERIFY W/ T < a OWNER POWER ► .'• +p'-0' A.F.F.. A.F.F. +8'-0' A.F.F. J ELEC. J-BOX FOR OWNER EQUIPMENT tu TV TVr �•44' / REQ'D FOR I VERIFY LOCATION W/ EQUIPMENT SPECS G.F.I. G.F.I. SUB TANNING BEDS 1 0 00 245 PANE \ 11. D. +72' A.F.F. I'KUJtG f NUMbER: EXHAUST FAN PROVIDE POWER AS REQ'D --eir ELEC. 771m71 rCHASE i 220V — - i ®. ', i S n 1 , A , 7_, REVISIONS. DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE 't = I AP?c EXIT W/ BATTERY BACKUP 1'1 1 c 4 ► COMBINATION EXIT SIGN/EMERGENCY LIGHTINGCD . 71,1.11: �� I j �,�1I!�I WITH BATTERY BACKUP HARDWARE _ ' " �- 44' rR4500 •' TRy3°C r"5't -'4'5;,; EE4..J1 EE46C0 EE4600 EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE J J G.F.I ELEC. `CHASE VERIFY ALL e �ii �,e;-j s'�Y-- le 11 A =@] ® SPEAKER F.OLO. PROVIDE ELEC. FOR OUTLETS wUU TICISCI (21 FURNACES LOCATED 5/18/01 OWNER REVlatilm.171' 1 ' I ( JET 11..4600 EE460 NOTES: TO ROUGH-IN I ' 1 1. COORDINATE OUTLETS IN RESTROOM/LOCKER ROOM I Rosa R4,. TR45TC - - -`.S 1". - _ -� AREAS W. MIRRORS & BACKSPLASH. 2. CONFIRM ALL POWER REQ'S OF OWNER EUIP. ��{�y,/�uQ / - }L� y�+ I y PRIOR TO ROUGH-IN. PANEL � `A °it , 3. CONFIRM OUTLET LOCATIONS & HEIGHTS W/ D - r ` _" '�° OWNER PRIOR TO ROUGH-IN. Siii SCa;O( , tie) Rap44uu� RBSa2 „3' •!` t r4, 1 ? A/ LV T a II EXIT Q T 4. CONFIRM 8 COORDINATE REQ'S FOR INTERCOM T EXIT - _ T — O SYSTEM h MUSIC SYSTEM. 5. COORDINATE W/ OWNER SUPPLIED SECURITY SYSTEM. P v/p PROVIDE ELEC FOR I� PROVIDE ELEC FOR �L SHEET TITLE: +11'-6' HVAC GAS PACK `O ASAREQU RED C GAS PACK �° SIGN CIRCUIT AS REQUIRED [GPI IGP21 DATA/PHONE/OUTLET PLAN A F.F. O °O ON TIME CLOCK • 11'-6'. VERIFY `— — _ W/ OWN R -- --{ 1 1 p OUTLET FLA \ S SCALE: 1/8'4-0' - TIM GOODMAN PROJECT ARCHITECT: TIM GOODMAN DRAWN BY: 411 PETER CARLETTI CHECKED BY: •'.. JANUARY 9. 2001 DATE C:\DATA\00\245\REV\E2.0 COMPUTER FILE NAME COPYRIGHT 2000 CARL!•TT! ARCHITECTS, P.S. a .Y _ --. . , i CARLETTI ARCHITECTS Polo ant:Live Et pI•in0oug 2204 Riverside Drive Suite 270 Mount Vernon. WA 98273 Phone: (3601 424-0394 EP 2l 0 5 Fax: I360 424-5726 ® (,. 7-5� ,e6.J 0 1 , 1 A NEW FACILITY FOR: LEGEND Iliiici o 0 o µ j ' \SX1I ANACORTES HEALTH CLUB L. 1609 R AVENUE ,_, RECESSED 2X4 FLUORESCENT TROFFER, ACRYLIC LENS © © I. I ANACORTES. WA. 98221 13 TUBE T8 LAMP W/ ELEC. BALLASTI 2 RECESSED 2X4 FLUORESCENT ACRYLIC LENS ►ags 12 TUBE TB LAMP W/ ELEC. BALLAST) ` I �r` RECESSED 2X4 FLUORESCENT PARABOLIC (oammo . i , — 0 0 0 MARK YOUNGBERG (360) 299-3068 13 TUBE T8 LAMP W/ ELEC. BALLAST) 1 1771 SURFACE MOUNTED 2X4 FLUORESCENT ACRYLIC LENS WRAP AROUND (2 TUBE T8 LAMP W/ ELEC. BALLASTI © ' 0 {/ O O I CONTRACTOR: 0 8 FT. FLUORESCENT W/ EGGCRATE SOFFIT L 1 1 1 ALAN N. PERKES CONSTRUCTION (ELEC. BALLAST) i I j O 400 WATT HIGH BAY METAL HALIDE PENDANT FIXTURE uI IX 17713-B DUNBAR ROAD SUSPEND FROM STRUCTURE ABOVE W/ UNISTRUT AS 6 > � < > ' S > t MOUNT VERNON, WA. REQUIRED. -+ 400 WATT LOW BAY METAL HALIDE PENDANT FIXTURE 0 1 �� SZ 0 0 0 13601 428-0255 0 SUSPEND FROM 'STRUCTUR ABOVE W/ UNISTRUT AS '!"ter • REQUIRED 0 75RE WATT PENDANT FIXTURE Vt.. `JAP>r< IITHOMAS LIGHTING STRATUM M 2531-31 OR SIMILAR OR X [ ---TX,A I. THOMAS LIGHTING STRATUM SL 8210-42 OR SIMILAR) +� VF EXITyit O 26 WATT CIRCULAR SURFACE MOUNTED FLUORESCENT O C rill°F _ _ _ _ \Si L 75 WATT SAUNA SUPPLIED LIGHT ~ v J o „ li Z SURFACE MTD. TO MATCH SHS CAMPUS LIGHT � MECH PLATFORM 00-245 S SWITCH T -- ACCESS LADDER , 1 I F'KUJtG I NUMEStR: 11 WALL PACK TO MATCH SHS CAMPUS LIGHT C' 0 1 S® OWNER SUPPLIED SPEAKER. PROVIDE WIRING ONLY .' ® D 0 0 /FANIS) TO BE HUNG I- `�J REVISIONS:0 0 O OO P.A. SPEAKER FOR PAGING/MUSIC SYSTEM CD 0 3 2. FROM CEILING TO WIRE BACK TO TUNER/CD PLAYER • LAUNDRY 1. — 14'-0' A.F.F. TYP - ROOM. VERIFY W/ OWNER. \e6.0 I (3) LOCATIONS DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE ! 1 0 �/ FROM TO BE HUNG TO EXIT W/ BATTERY BACKUP \-:=- LINE OF CASEWORK 10'-0' A.F.F. TYP EXIT► COMBINATION EXIT SIGN/EMERGENCY LIGHTING I 0 PONY WALL BELOW (1) LOCATION 0 0 ,- WITH BATTERY BACKUP HARDWARE 0 /2\ 5/18/01 OWNER REV. EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE CO 0 0 0 0 ACP GRID ONLY • 10'•0' A.F.F. LOR BLACK. i,' TRIM TO MATCH SHAPE OF CASEWORK BELOW USE ROLLED STEEL • EDGE. ATTACH TO I CEILING FAN STRUCTURE ABOVE W/ STEEL CABLE NOTE: 1. LOCATE ALL DIFFUSERS & RETURN AIR GRILLES : < > I J i 'C > r......; SO AS NOT TO INTERFERE W/ LIGHTS T EXIT I T. EXIT 1 _._ O I ® ® SHEET TITLE: _ REFLECTED CEILING PLAN Si 3 �4i ,5 C 7 �J a REFLECTED CEILI \ G PLA \ S SCALE: 1/8'4-0' TIM GOODMAN PROJECT ARCHITECT: TIM GOODMAN DRAWN BY: PETER CARLETTI CHECKED BY: JANUARY 9, 2001 DATE C:\DATA\00\245\REV\E2.1 COMPUTER FILE NAME - 2 . ' . _ . COPYRIGHT 2000 CARLrT'TI ARCHITECTS. PA. PROJECT TEAV A55REVIATIONS SYVBOLS PROJECT DATA DRAWI \ G I \ DEX ARCHITECT ABV ABOVE JT JOINT NORTH ARROW PROPERTY ADDRESS 1600 R AVE CARLETTI ARCHITECTS. P.S. AFF ABOVE FINISH FLOOR " ANACORTES . WA 98221 ARCHITECTURAL 2204 RIVERSIDE DRIVE STE 270 AC TILE ACOUSTICAL TILE LVL LEVEL / ) BUILDING CODE 1007 UBC A-0.0 COVER SHEET. GENERAL NOTES GRID LINE A-1.0 SITE PLAN/SITE DETAILS 1007WASHINGTON STATE BUILDING CODE MOUNT VERNON, WA. 08273 ACT ACTUAL L LONG, LINE \ A-2.0 FLOOR PLAN PHONE: 1360) 424-0304 AL ALUMINUM LAV LAVATORY ACCESSIBILITY CHAPTER 11 'ACCESSIBILITY' A-2.1 ENLARGED LOCKER ROOM PLAN FAX, 1360) 424-5726 ARCH ARCHITECTURAL LIN LINOLEUM CONTACT: PETER CARLETTI A TILE ASPHALT TILE LT LIGHT . BUILDING SECTION ENERGY CODE 1900 WASHINGTON STATE NREC A-2.2 SCHEDULES A-5.0 ELEVATIONS C ARLETTO A-° R,CHCIEOTS OS ,, AVG AVERAGE ZONING CLASSIFICATION CM A-4.0 BUILDING SECTIONS OWNER MAR MARBLE A-5.0 WALL SECTION/DETAILS �� 0 ��6 °96�R BLKG BLOCKING MO MASONRY OPENING ^'1 PARKING REQUIRED 11,250 GROSS S.F. 0 9STALLS PER 1000 S.F • 33.75 STALLS DETAILS RYAY L.L.C. BR BRICK MFR MANUFACTURE ' WALL SECTION PER SHS.COM MASTER PLAN A-6.O DETAILS 2204 Riverside Drive 1600 'R' AVE .8 • Suite 270 MATL MATERIAL ANACORTES. WA. 08221 PARKING PROVIDED 34 STALLS Mount Vernon. WA 98273 PHONE: 1360) 299-3068 CPT/C CARPET MAX MAXIMUM 2 DETAIL OCCUPANCY A-3 STRUCTURAL CLG CEILING MECH MECHANICAL .9 FAX: 1360) 203-2787 Si NOTES / DETAILS Phone: 360 424-0394 CONTACT: MARC YOUNGBERG CEM CEMENT MTL METAL OCCUPANCY COUNT 200 I. CENTER LINE MIN MINIMUM - - - • -- } PROPERTY CORNER S-2 FOUNDATION / FRAMING PLAN Fax: 360 424-5726 OWNER REPRESENTATIVE C TO C CENTER TO CENTER MUL MULLION INTERSECTION CONSTRUCTION TYPE II-N S-3 DETAILS TEX LADISH CT CERAMIC TILE FOOTPRINT HEATED AREA 11,250 S.F. CIVIL 1601 'R' AVE CLO CLOSET NAT NATURAL TOP OF SUBFLOOR SPRINKLERS BUILOING4! NOT SPRINKLED CW COLD WATER NOM NOMINAL ELEVATION MARK C-1 SITE PLAN ANACORTES, WA. 08221 EL. 10'-10 1/2' SPECIAL INSPECTION --PROVIDE SPECIAL INSPECTION FOR BOLT TENSIONING OF - RECEr' PHONE: (360) 200-8558 COL COLUMN NA NOT APPLICABLE METAL BUILDING SYSTEM C-2 DETAILS fiNeA,^, VED "'-;,, FAX: (360) 200-0320 CONC CONCRETE NIC NOT IN THIS CONTRACT 25.00' (NEW) SPOT ELEVATION PROVIDE SPECIAL INSPECTION FOR ANY WELDING PREFORMED ' u'l 02 CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE 23.72' (EXIST.) IN A SHOP OR ON SITE. ELECTRICAL �� CONST CONSTRUCTION NO, # NUMBERAREA LIMITS AND I REASES ALLOW. ALLOW: E-2.0 DATA/PHONE/OUTLET PLAN �vrcull�G F CONTRACTOR CONT CONTINUOUS LOBBY D`p ANP CONSTRUCTION COORD COORDINATE OC ON CENTER 101 ROOM NAME / NUMBER SPACE OCCUPANCY CONNT. TYPE AREA ,ANCR. AREA • E-2.1 LIGHTING PLAN 17713-B DUNBAR ROAD COR CORRIDOR OD OUTSIDE DIMENSION CLUB A-3 II-N ______-- 0100 S.F.STFI 50% 13.650S.F. MOUNT VERNON WA 08273 CFM CUBIC FEET PER MINUTE o/ OVER DOOR MARK MECHANICAL PHONE: 360-428-0255 • OVHD OVERHEAD FAX: 360-428-0250 DTL DETAIL SEPARATION ON (2) SIDES MIN. SIDE 63'-20'•43'X1.25%•53.75% 7. 50X A NEW FACILITY FOR: DIA DIAMETER P PAINT A WINDOW MARK M1.0 GENERAL NOTES / SCHEDULES CONTACT: ALAN N. PERKES DIM DIMENSION PTD PAINTED OCCUPANCY CLASSIFICATIONS M2.0 MECHANICAL PLAN ANACORTES HEALTH CLUB M9.0 MECH. SECTIONS/ DETAILS 1609 R AVE STRUCTURAL ENGINEER DO DITTO PL PLASTER, PLATE t ROOM NAME SQ FEET OCC. FACTOR OCC. COUNT REQ'D EXITS NO. EXITS M4.0 MECH. SECTIONS/ DETAILS ANACORTES WA DR DOOR P LAM PLASTIC LAMINATE v FLOOR MATERIAL ADJACENCY lot FLOOR GOEDEKE ENGINEERING - - - - - DN DOWN PLYWD PLYWOOD Z LOUNGE 1030 15 68.67 2 2 98221 17110 SE 47TH COURT D.S. DOWNSPOUT PT POST-TENSIONED CONCRETE 0OFFICE 282 100 2.82 1 1 METAL BUILDING DRAWINGS BELLEVUE. WA. 98006 DWG DRAWING PRESSURE-TREATED WOOD ALIGN WOMENS 020 50 18.40 1 1 PHONE: 1425) 644-5800 DF DRINKING FOUNTAIN ALIGNMENT OF ITEM MENS 020 50 18.40 1 1 SEE CM METAL BUILDING PRE-ENGINEERED SHEET BUILDING PACKAGE 11'X17' FAX, 1425) 401-1250 QT QUARRY TILE EQUIPMENT 6205 50 125.86 2 2 MARC YOUNGBERG CONTACT: GREGG GOEDEKE EA EACH ✓ REVISION MARK RR/STOR 181 300 0.60 1 1 2 f ( N`i • CONTRACTOR: ELEC ELECTRICAL AEROBICS 1624 50 32.48 2 RL RAIN LEADER TOTAL 11,250 - 267.23 ALAN N. PERKES CONSTRUCTION CIVIL ENGINEER ELEV. EL ELEVATION REF REFRIGERATOR. REFERENCE F( . & fiu1� N17 -F SCHEMMER ENGINEERING INC. EQ EQUAL REINF REINFORCING BAR FUTURE MEZZ. 1600 50 32.00 2 2 17713-8 DUNBAR ROAD 1610 COMMERCIAL AVE EXIST EXISTING REV REVISION ® GRAND TOTAL 12.850 .06 200.23 < 300 A-3 OKAY � .p-�D i MOUNT VERNON WA 98272 ANACORTES WA 08221 EXT EXTERIOR R RISER. RADIUS INTERIOR ELEVATION MARKS 'tt i" PHONE. 360-293-9006 RM, RMS ROOM. ROOMS ® (360) 428 0255 PLUMBING CALCULATIONS � \ I e���`��'� PIAN/r6-tAits FAX: 360-223-4051 PO FACE OF. FINISH OPENING RO ROUGH OPENING OCCUPANCY SIZE OCCUP. S.F./OCCUPANT OCCUPANT LOAD WC REQ'D LAVS REQ'D / CONTACT: JIM SCHEMMER FRP FIBERGLAS REINF POLYESTER G E \ E R A L \ O T E S A-9 8.047 30 208.23 4 4 FIN FINISH SCHED SCHEDULE TOTAL REQ'D 4 4 MECHANICAL SUBCONTRACTOR SEC SECTION FAAP FIRE ALARM ANNUNCIATOR 1. IN GENERAL. PLAN DIMENSIONS SHOWN ARE TO FACE OF STUD OR 208 S.F. 140 OCCUPANTS EACH SEX HANDY'S HEATING PANEL SHT SHEET FACE OF CONCRETE. UNLESSOTHERWISE NOTED. DO NOT SCALE THESE SV SHEET VINYL DRAWINGS. USE CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS177 2 DRINKING FOUNTAINS REQ'D AND PROVIDED MOUNTUN STATE VERNONRUTEWA. 0827336 FE FIRE DAMPERTNGSC SOLID CORE DATUM, AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT \ 6' 9' / VEN WA. FE FIRE EXTINGUISHER PHONE: (360)-428-0060 FEC FIRE EXTINGUISHER CABINET SPECS SPECIFICATIONS IMMEDIATELY OF ANY DISCREPENCIES. FAX, - & FIRE EXTINGUISHER SF SQUARE FEET 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO ���� CONTACT: GARY KIRKENDAHL FRT FIRE RETARDANT TREATED S & V STAIN & VARNISH INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. (O/f3IUI \ O O_2 4 5 SRWY STAIRWAY FLASH FLASHING 3. ALL WORK SHALL COMPLY WITH THE 1097 WAS�:NGTON STATE BUILDING ®S, HIWJtC I NUMBER: ELECTRICAL SUBCONTRACTOR PLR FLOOR STL STEEL CODE. 1007 UBC & UFC. 1007 UMC. 1007 UPC . '997 NREC. WAC 51-40 BARRIER FREE \ 0• 2 3610 GCEDARDND ELECTRIC FND FOUNDATION STRUCT STRUCTURAL CONTRACTOR IS RESPONSIBLE FOR OBTAINISGR:SCESS N RULES AND REGULATIONS. F.A. FLUID-APPLIED STOR STORAGE VIACQ CODE. AND ALL OTHER APPLICABLE .. Z I m ROAD SUSP SUSPENDED NECESSARY PERMITS 1 INSPECTIONS g In 60 �� I co REVISIONS: MOUNT VERNON WA 08273 FOIC FURNISHED BY OWNER. TO COMPLETE THE WORK. \ PHONE. INSTALLED BY CONTRACTOR THRESH THRESHOLD 4. ERRORS. OMISSIONS, AND DISCREPANCIES. IF ANY. SHALL BE REFERRED (3601 424-4737 to1 MI FAX: (360) 424-9260 FO10 FURNISHED BY OWNER, T.O. TOP OF TO THE ARCHITECT IMMEDIATELY FOR DIRECTION OF HOW TO PROCEED \ -_- •,\ INSTALLED BY OWNER LEGAL DESCRIPTION \ FEBRUARY 26, 2001 CONTACT. ED JOHANNSEN T TREAD. THICKNESS � FCIC FURNISHED BY CONTRACTOR, 5. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE I� 1'-6' TS TUBE STEEL LOT 2, SHORT PLAT NO. ANA-08-009. APPROVED FEBUARY 8. 1000, RECORDED INSTALLED BY CONTRACTOR TYP TYPICAL CONTRACT BY OTHERS. PROVIDE ALL BLOCK-OUTS. BLOCKING, BACKING AND JACKS REQUIRED FOR INSTALLATION. FEBUARY 17. 1000 IN VOLUME 14 OF SHORT PLATS. PAGES 4 AND 5 UNDER 36' MIN. AUDITORS FILE NO. 0902170072, AND BEING A PORTION OF GOVERNMENT LOTS GA GAUGE UNPIN UNFINISHED 6. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN, EXCEPT 1 AND 2. SECTION 10, TOWNSHIP 35 NORTH. RANGE 2 EAST. W.N. AND OF GALV GALVANIZED UNO UNLESS NOTED OTHERWISE UPON WRITTEN INSTRUCTIONS OF THE ARCHITECT LOTS 15. 16 AND 17 'PLATE NO 10. TIDE AND SHORELANDS OF SECTION 10, MIN. PLAN GAP GENERATOR ALARM PANEL UR URINAL TOWNSHIP 95 NORTH. RANGE 2 EAST, W.M.. ANACORTES HARBOR', ACCORDING GL GLASS 7. VERIFY LOCATION OF ALL EXISTING UTILITIES. CAP. MARK AND PROTECT TO THE OFFICIAL MAP THEREOF ON FILE WITH THE STATE LAND GWB. PAINT GWB GYPSUM WALLBOARD AS NECESSARY TO COMPLETE THE WORK. COMISSIONER AT OLYMPIA. WASHINGTON. VR VAPOR RETARDER SITUATE IN THE CITY OF ANACORTES. COUNTY OF SKAGIT. STATE OF 30 X 48 MIRROR HC HANDICAP VERT VERTICAL 8. THE FINISH FLOOR ELEVATIONS NOTED ON THE DRAWINGS WILL ALSO WASHINGTON HDWE HARDWARE VCT VINYL COMPOSITION TILE BE REFERRED TO AS 0'-0" INTERCHANGEABLE WM4 THE ACTUAL < GWB. PAINT VIN VINYL FINISH GIVEN. HP HEAT PUMP WC WATER CLOSET TAX ACCOUNT NUMBERS SOAP DISP. 1 1/2' GRAB BAR HT HEIGHT 0. PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF ALL GOVERNING WP WATERPROOFING AUTHORITIES. AT RATED PARTITIONS, FLOORS. CEILINGS, AND ROOF R32010, R320!1. R32912. R32014, R32942, R32044 < 48' P-LAM HM HOLLOW METAL \ HOR HORIZONTAL WS WHEEL STOP LOCATIONS. ALL REQUIRED FIRE-RATED PARTITIONS SHALL BE R32048, R32050. R52060, R32062 FOR ELECTRICAL INSPECTION CONTACTFP • y� HB HOSE BIB W WIDTH CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. DEPT. OF LABOR AND INDUSTRIES \ SHEET TITLE: WDW WINDOW 525 E. COLLEGE WAY, SUITE H 48' P-LAM TISSUE PAPER HW HOT WATER W/ WITH 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES. INCLUDING MOUNT VERNON, WA 98273 BASE '� T DISPENSER HWT HOT WATER TANK WD WOOD DESIGN-BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS, TO VERIFY SHORELINE PERMIT # 242 (360) 416-3000 ��� \ ���\ BASE COVER SHEET HMD HOLLOW METAL DOOR SIZE. WEIGHT. POER. LOCATION AND OTHER REQUIREMENTSWI WROUGHT IRON OF THOSE ITEMS TO BE INSTALLED PRIORTO COMMENCEMENTND OFLWORKON ELEVATION ELEVATION HMF HOLLOW METAL FRAME WRGB WATER RESISTANT GYP BOARD 11. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED / GWB. PAINT ID INSIDE DIMENSION FOR STORAGE PROIOR TO THE ISSUANCE OF THE CERTIFICATE GWB. PAINT INSUL INSULATION ZINC. ZINCALUME OF OCCUPANCY. NO EXCEPTIONS. 30 X 48 MIRROR INT INTERIOR _ nc 48' P-LAM PAPER TOWEL DISP & 12. SEPARATE PERMITS ARE REQUIRED FOR PLUMBING. MECH.. ELEC., & SIGNAGE. WASTE RECEPTICAL � Q SEAT COVER DISP 13. ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED. �\ \ , 1 1/2' GRAB BAR E \ E R G Y CODE AS NECESSARY TO COMPLETE THE WORK. (� al Lo�� \�RJ \t' & w c�i ®� 48' P-LAM 14. ALL WOOD IN CONTACT W/ CONCRETE SHAL_ BE PRESSURE TREATED. QV DUILDING ENVELOPE PRESSURE TREATED WOOD SHALL BE USED POR WOOD MEMBERS WHIC? I -Ai- M I o FORM THE STRUCTURAL SUPPORT OF BALCONIES. DECKS, OR PORCHES c; A 1. SLAB INSULATION. IF ANY SHALL CONFORM TO THE SPECIFICATIONS ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER. CDC..-� n w 1 �srE^ f1 T1•'" A.PPRObED PLAi`aS M!E AND. IF EXPOSED, SHALL BE PROTECTED AGAINST DAMAGE FROM ALL 15. SLOPE ALL DECKS. PATIOS. AND WALKWAYS AWAY FROM BUILDING i �� • BASE BASESOU �NBE Art i<J4'�iiY THE BUILDING OFFICIAL 2. ALLRCES.INSULATION SHALL BE OF THE THICKNESS AND DENSITY AS MINIMUM OF 1/8'/FT. ELEVATION E L E V A T I 0 N PRESCRIBED IN THE PLANS. INSULATION SHALL BE INSTALLED 16. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED OF TIM GOODMAN F ACCORDING TO THE MANUFACTURERS' RECOMMENDATIONS. CEFtt1F1CATE 3. DOOS AND GLAZING SHALL BE OF THE TYPE AND SIZE OF THOSE 17. PROVIDE FIREBLOCKING, DRAFTSTOPS, AND PIRESTOPS IN ATTICS. FLOORS. try eu1�o1N�up4T1 PEyALTY gY FINEo GENERAL NOTES: BARRIER FREE TOILET ROOMS PROJECT ARCHITECT: PRESCRIBED IN THE PLAN. U-VALUES SHALL MEET OR BE LESS THAN AND WALL CAVITIES AS REQUIRED PER THE UBC. THOSE SHOWN ON THE PLAN. 18. ROOF DRAINS. AND OVERFLOW DRAINS SHALL COMPLY W/ THE UPC & UDC `P G r }r oGY HA58�N'1' J�� 1. UNLESS NOTED OTHERWISE ALL DIMENSIONS SHOWN ARE MINIMUM. TIM GOODMAN 4. AIR LEAKAGE IS CONTROLLED BY SEALING OR CAULKING ALL JOINTS 2. OVER AND UNDER DIMENSIONS INDICATE ACCEPTABLE LIMITS. DRAWN BY: AND GAPS IN FRAMING. SEALANTS SHALL BE OF THE NON-HARDENING AND WALL CAVITIES AS REQUIRED PER THE JDC. TYPE. i NIUS 3. DIMENSIONS SHOWN ARE ACCEPTABLE MINIMUM. AND MAY BE 5. WALL. CEILING AND SLAB INSULATION SHALL BE AS CALLED 19. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. ANY CHANGES TO 'iHE APPROVED PLANSUSED IN CONJUCNT]ON WITH OTHERS AS SHOWN PETER CARLETTI WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF4 EXPOSED DRAIN PIPES AND HOT WATER PIPES SHALL BE RECESSED. CHECKED BY: OUT ON THE APPROVED PLANS AND SHALL CONFORM TO STANDARDS BE APPROVED BY THE BUILDING OFFICIAL. INSULATED OR GUARDED TO PREVENT BURN ACCIDENTS SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAILS OF 5. GRAB BARS SHALL BE 1 1/4' TO 1 1/2' OUTSIDE DIA. AND SHALL BE REGARDING DENSITIES AND R-VALUES. AN APPROPRIATE MOISTURE CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT ABLE TO SUPPORT A 300 LB LIVE LOAD WITHOUT PERMANENT DEFLECTION. J A NU A R Y 9. 2000 BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF THE EXPOSEDTY OF ANA.CORTES PERMIT CENTER 6. SEE ACTUAL TOILET ROOM PLANS FOR ACTUAL DIMENSIONS AND LAYOUT. DATE WALLS. IT SHALL BE CONTINUOUS AND SEALED. 20. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OP THE ARCHITECT 7. PLUMBING FIXTURES AND ACCESSORIES ARE FOR ILLUSTRATIVE PURPOSES 6. FRAMING ASSEMBLIES SHALL BE SHOWN ON THE APPROVED AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF me d# VEDPLANS t ONLY. REFER TO ACTUAL PLANS, INTERIOR ELEVATIONS. SPECIFICATIONS, ECT. C:\DATA\ARCH\OO\2455\AO.O PLANS. ARCHITECT. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OP f" s FOR SPECIFIC FIXTURES AND ACCESSORIES FAR THIS PROJECT. COMPUTER FILE NAME THE ARCHITECT. 8. ALL HANDICAPPED TOILET ROOMS FIXTURES AND AG ESSORIES SHALL COMPLY W/ PERMIT NO. CHAPTER 11 OF THE UBC. ADA. AND W C 51-40-1101. , I I ( � /) o n 9 ADDITIONAL FIXTURES SHALL BE MOON D AS.SOU OWS� II \ CLAN-9 TOILET TISSUE DISPENSER 4' BACK FRO ONT OF GRAB BAR AND 4' BELOW ADDRESS: GRAB BAR. SOAP DISPENSER LESS THAN 40' A.F.F. lqi\N APPoR,OVED BY: �� - - SUBJECT TO FIELD INSPECTION. OVERSIGHT COPYRIGHT 1000 CARLETTI ARCHITECTS. PG. OR VIOLATION OF CODE IS NOT INCLUDED. 1 1 , LEGEND , HVAC UNITE '-EALTH C_II7 CARLETTI ARCHIPECTS P.S. i PARKING i archbacturs a IP.'anreN� 1 1 EXISTING PO'._1 2204 Riverside Drive ,. 11 S LIGHT ISuite 270 � . , p NEW POLE LIGHT EXISTING Mount Vernon, WA 98273 1 (, PARKING SI II REIH 75 D X Phone: (360` 424-0394 II I X • G Fox: 1(360I) 424-5726 i I I EXISTING CE.NC ' i , HV^1 UNITS Al K LANDSCAPING 3 ; anA ',C= O '(° (.' - �I I IRNHKING ERDEOSED 00 ANACOR E HEHI_TH CLUB ��' II / I 2`r. S.F. \ 1 It AI� 20 1 0 -__ I 9 Krz� __. _ ANACORTES HEALTH CLUB nI / I 1 • 6� 77 <0 21 -- 1609 'R' AVENUE • Q �I � , o �� ANACORTES WA i/ I �__ -0 � 98221 N II 6 ( 6 ) 299-3068• 2 1 , a0 23 .a 3 0 //. LL i I !S C.�,HINu VC'�\cl e_ 19'-6' AN 231-6' iS�O /. 1 ( i v -4 F < < IIN0 15ri � 2a �- MARK YOUNGBERG 1 Shy — — CONTRACTOR: 1 700400r\ p� obSA-A) xi- 25 zr ALAN N PERKES CONSTRUCTION oT,bU ral5TIrirl ATI 17713 B DUNBAR RD _ 1o' • 10'-0' "�° �-- (� a/ N.Thw P /' I L6 MOUNT VERNON WA , , / / ,R0,A u lam''"-" • I� 3 SURFACE SEE C1.7 :n r c4 (360) 428-0255 g 26 s A29 m 34 ' TRUNCATED - SURFACE - .. . — C-^. 3 —GRID NON-SLIP �' _ .,aN 31 32 BROOM FINf I _ SIDE SLOPE � � � � 00-245 N GILL HOLE W/ �/ ' PK JtG I NUMBER: i 1/ b E Ism- C�� �r'1 GROUT v E - I �� MATCH 'EXISTING 8' �__I CUR UT u�i i I =H I P�,Kk:Is I' 6' T PRECAST CONC. H / ^ _ \.....___., WHEEL STOP Y / v DIETING REVISIONS: I I A 'I�iIIG tI1; CN'% W ' O III 2 3 I a i 5 6 7 I B I 9 IO // \\ iLO \ j I I - --' AFEBRUARY 26, 2001 FLUSH EDGE ��— I i I` W/ ASPHALT • SLOPE ' STL. DOWEL MIN. I "eiTI — 12' INTO GROUND , 1 — I' — — — — — — — — — — — — — — — — — — — — — — 2 0 / 4 0 / 2 0 / SITE PLAN � CURE3 CUT c6)CO \ C . WHEEL STOP .. SCALE ■ 1' • 2O'-0' \ 7J N.T.S. SCALE: 1'=1'-0' SHEET TITLE: \ 1' 0' SITE PLAN PAVING \ le SITE DETAILS RESERVED TOOL EDGE I e i PARKING 4' CONCRETE 04 BAR 8' BLUE i0 4' CONCRETE SIDEWALK TYP. PAVING---, SECTION 1 • 6' P• TING ® (SEE CIVIL) sr�m su sses Puns» i pari rcwn.eamxn / 4�� 5' 0' TYP. SLOPE TO DRAIN 41O (SEE • PLAN) I . 6 ' r VAN 9' =1 I C ACCESSIBLE �1VYCIt ,�r w._ — __, . SLOPE TO DRAIN T I ,r, 1`Zo WHITE'ill -1 __ ,,,___. _i_i_ii-T.ili• I i AF ^�� p� A�VS Iv1iY5F ..) r_c, ,,,,_ p C3PFlClAI, ,c, —...._ _ _ . , ,.,"„___:„ /, __,,,_ _„.._. i,_ __ _±:____ _I 7-___-- ___-__ ---:I L-,-,N4 Lini': TIM ADMAN \ _� —I PROJECT ARCHITECT: 1 \\\N---7 G , COMPACT FILL CUT TO GRADE OR o,� TIM GOODMAN / 8, / TYP. GRAVEL / COMPACT FILL BASE I DRAWN BY: PLACE 1/2' FELT EXPANSION JOINT 0 20'-0' O.C. ISEE CIVIL) PETER CARLETTI OR AT STRESS POINTS SCORE JOINTS • 5'-0' INTERNATIONAL SYMBOL OF BARRIER-FREE / PLACE 1/2' FELT EXPANSION JOINT • 20'-0' O.C. O.C. W/ LIGHT BROOM FINISH CROSS WAYS ACCESS TRAFFIC WHITE PAINT WITH BLUE BACKGROUNG / CHECKED BY: OR AT LIGHT POINTS SCORE JOINTS 0 5'-0' TO WALK. — ON ASPHALT 0 PARKING STALLS. O.C. W/ LIGHT BROOM FINISH CROSS WAYS ,/ JANUARY 9, 2000 TO WALK DATE I A SIDEWALK ° EXTRUDED CURS B . F . AL 0ACCESSIBLE PARKI \ G COMDPUTER\FOI0LE2N NAME eSIDE WALK CURS 4 TYp C L SCALE. 1 1 0 ' SCALE: 1'm1'-01 SCALE: 1'm1'-0' @ SCALE: 1'm1'-0' SCALE: 1'm1'-0' i A =___. . 0 COPYRIGHT 2000 CARLETTI ARCHITECTS. P.B. No WALL TYPES a B A • 4.0 • 4.0 a WALLS TO BE 6' 20 GA. MTL STUDS 0 16' 0.C. W/ SOUND BATT WY SEE MECH. UNIT ' INSULATION. 5/8' GWB EACH SIDE PAINT FRAME TO ROOF SHEATHING SEE MECH. TYP. TYP. U.N.O. lco 0 150 Q' 0 0 9 ,► © WALLS TO BE 6' 20 GA. MTL STUDS 0 16' O.C. W/ 5/8' GWB TAG SIDE TO ROOF SHEATHING. OTHER SIDE 6' PAST ACP T-BAR 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' / / / / / / PAINT TYP. U.N.O. (SEE WALL SECTION FOR CALLOUTS) 10'-2' 3'-6' 3'-66' 3'-6'i'-41 5'-0' S'-11i' 1'-4 3'-6' 3'-6' 3'-6' 6'-11i 6-4 22'-5 ' 2T-7 ' 10'-101' 1T-6' WALLS TO BE FURRED OUT W/ 7/8' DEEP MTL HAT CHANNEL 0 16' 0.C. W/ / / / ' '- / /� /' / / �IGP3 / / / / CARLETTI ARCHITE II 5/8' GWB TAG SIDE FRAME TO 8'-0' W/ PAINT TYP. U.N.O (SEE WALL SECTION FOR CALLOUTSI O� O IcP41 ar� Itscta,re&p9�ur l aWALLS TO BE 3 5/8' 20 GA. MTL STUDS 0 16' O.C. W/ Acc Ace . 2204 Riverside DrIVE 5/8' GWB BOTH SIDES PAINT FRAME TO 12'-0' TYP. U.N.O. A .3 0 .-, i A) uite 270 t }� �. __ _ Mount Vernon, WA II " ��1 (I ` 3 ICJ F _ l 1 „-:, F - l • CO © WALLS TO BE 3 5/8' 25 GA. MTL STUDS 0 16' 0.C. W/ A 6I I I I , III tm t o 5/8' GWB BOTH SIDES PAINT FRAME 6' PAST ACP T-BAR o ._ ._ . 7 C 3e 3 • 3« . ® Phone: (3601 424-I BRACE TO STRUCTURE TYP. U.N.O. ,'®I ,'®I ,'®I ® 6 T0 , MIRRORSTO Fax 36O) 424114-A WALLS TO BE 3 5/8' 25 GA. MTL STUDS 0 16' O.C. W/ m 6 m m • ____H :,,..-• -,,-,:" A.F.F. TYP FULLOEl 6 5/8' GWB BOTH SIDES PAINT. P-LAM UP 48' AFF. BOTH SIDES. SV ^� LENGTH • WALL FRAME 6' PAST ACP T-BAR BRACE TO STRUCTURE TYP. U.N.O. (SEE � ' 01 ► o o 6 ti 6 m EQUIP A_ cO:IC III _: , j o WALL SECTION FOR CALLOUTS) - III CA N e ST,OR< 4 116 LOW INPACT (` J FLOOR SYSTEM fin•, n "' a WALLS TO BE 3 5/8' 25 GA. MTL STUDS 0 16' O.C. W/ - u 6 0 115 - WOOD -- __ O m FLOORS SLAB PER 5/8' GWB BOTH SIDES PAINT FRAME TO 4'-6' A F.F. "e A6.1 �a , CONC. FLOOR SYSTEM REQ'D n" " '_J e 1 • FL. _ HTS 8' HIGH MDF WALL IN 8' SECTIONS W/ 2X4 BLOCKING. © 6 6 E. W �� nl��,✓✓m OcolcK � 119 0 8 TO BE USED AS ELEC. CONDUIT. PAINT BLACK O'� _., m m ► a. _ �, ," - r II' oG ' Q�/ �G - MIRRORS TO T-0' l NC. ,=�'i r o n- .-__ A L _._. �- 114CI -' Q - 1 e F.Q. �'� -- .. 43 0 INSULATION, 5/8' GWB EA. SIDE. PAINT P-LAM UP TO 48' AFF EA. N SV. ,�p �N TA3 6 SV. 4:1 a WALLS FULILI I�_o,la �4JIn l"' F` oWALLS TO BE 6' 25 GA. MTL STUDS 0 16' O.C. W/ SOUND BATT d- Ij' in ,) OF CPT - r Ia� j f51ELVES IN STRUCTURAL COLUMN MIRROR - T-0' A NEW FACILITY HSIDE. FRAME 6' PAST ACP T-BAR. BRACE TO STRUCTURE TYP. U.N.O. l ■ B_ ANACORTES HEALTH10 ISEE WALL SECTION FOR CALLQUTSI CASEWORK ® ALL I4 7 5 SBLDGWGS10 16' OC. W/ II.5/8GWBTAGSIDEFRAMETO10-6W/ PAINT TYP. UNO. I ; ; FTYP.IRR A6.11 4 Gbba la Dambhals EXIT WALLS TO BE 3 5/8' 25 GA. MTL STUDS 0 16' 0.C. W/ 5/8' GWB EA. F.GLC C ,� ��)� . 78of ® r�- -a SIDE PAINT. P-LAM UP TO 48' A.F.F. TAG SIDE. FRAME 6' PAST - 2 CT', JPt65i �! OO ( III 6Aiimmni PT o MARK YOUNGBERG (3€ S'-or 7'-3i' 7'-3i 5'-0i' 13'-01' 4 ► 10'-11 ' 45'-7' C > 14'-7r Ei 6'-10I' la�iM ACP T-BAR, BRACE TO STRUCTURE ABOVE TYP. U.N.O. - FIFE FE i1 /® WALLS TO BE 6' 25 GA. MTL STUDS 0 16 O.C. W/ F.R.P. FULL VCT x 36' HIGH ADA C°T 44' HIGH PONY WALL CPT HEIGHT ON TAG SIDE 0/ 5/8' GWB EA. SIDE. FRAME 6' PAST ACP T-BAR. ( 1�. 1 ` w COUNTER F. SV " - U' 'ER% RUBBER RUBBER CONTRACTOR: BRACE TO STRUCTURE TYP. U.N.O. 4 - - P.C. ALAN N. PERKES CON CASEWORK CARDIO A FE .C.LC 0 L. 8 FUTURE MEZZANINE & STAIRS TYPICAL O 17713 B • DUNBAR ROAD ® WALLS TO BE 6' 25 GA. MTL STUDS 0 16' O.C. W/ 5/8' GWB EA. SIDE 10'-61' T-71• _ 12'-71' II a �_ , 117 '� SEE SHEET 1/A-2.0 FOR MEZZ. PLAN MOUNT VERNON, WA. FRAME 6' PAST ACP T-BAR, BRACE TO STRUCTURE ABOVE. t:7-> y� O Ir P' ©� �' R 1l CON I-I i \ MULTI-PURPOSE F .Ir : �� �' _ MATS F.0.I.0 '< (3601 428-0255 aWALLS TO BE 6' 20 GA. STL STUDS 0 16' O.C.. SOUND BATT INSULATION. 104 !� ��O0_ 06 11 �� n _ - H ;(P - I ; D i 5/8' GWB EA. SIDE. FRAME TO 10'-6' A.F.F. tO 70 VCT. © I O '�� r 3 S� NDR + �� �i. i /1,, WALLS TO BE 2 1/2' 25 GA. MTL STUDS 0 16' 0.C.. W/ 107 CASEWORK t• �, 14'-6' 12'-0' X 18'-0' ® 5/8' GWB FRAME TO 8'-0' A.F.F. VERIFY DIMENSIONS OF MECH. SHAFTS 10.33,1 ► - TA © A SV WI UPPERS i / ; • Tom. C I W/ MECH SUB. CONTRACTOR PRIOR TO FRAMING 102 cO � i r - - o -is - - x I I NOTE: 10 S' i _ w, G MEzzOF - a • Cljap HNA TIL SCV CNCALLGWBRUNSTOTOPOFWALLU.N.O. o n11• PLATFORM FF <, II AoACCESS 110 _ it - ._- i '' 7 I 7 I ; MATS F.O.I.O �' © LADDER 10 / r,• x apm-�4 I N N ENTRY • 6.0 111 __ .r_ N. ` _col J -i- - LEGEND - LOUNGE 100 5 F �; MASSEUSE O I F _ L \ 00-245 101 '�_ T ► o _ 8 . - - �� 15 ® F'KOJtU I NUMBtR: 1-1 A ILL STEEL METAL BUILDING MAIN FRAME COLUMN. SEE MTL BLDG DWGS. CPT z GP � - 108 108 A6.1 3 El o , .:ts -. �...C1 11 l }a1,4IS CPT 10 I p 1 ?. C 3 A6.1 © o C T I REVISIONS: 6Xm FLOOR DRANNSSEOPELFg OR TDO DRAIN E v _ 13ati1 sEl T X16 \ E MI � 0 iQ 0 0 0 0 0 , ; , EXIT_ DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/ BATTERY BACKUP WIDE FLANGE HB I 1 "' L.1 ;,� SEE STRUCT. LINE OF ^^ FEB 28, 2001 RAMP/DOOR REN ► COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP CANOPY GPi O IcPz: O° /1\ �I HARDWARE - - ABOVE O O t '•' 1 5'-6' 25'-0' 25'-41' 6'-1? 18'-6' 17'-6' EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE / 28' 1' 13'-31' ` to.-7i / / / / / 52'-0' HVAC GROUND MTD. GAS PACK IFE 2A 10BC SEMI-RECESSED FIRE EXTINGUISHER / / I (SEE MECH. DWGS.) LOCATE ON 55(6'X8' �HB FREEZE PROOF HOSE BIB CONC. SLABS TIP. O DOOR NUMBER SEE SHEET A-2.2 FOR SCHEDULE • 4.0 \ ._ \ �4,---...\\-- �`E V� ` ' % WINDOW NUMBER SEE SHEET A-2.2 FOR SCHEDULE 1 (--(zr--c1.>c ,4); '4\-\., oLc._ czk¢Al -4 XXX ROOM FINISH TAG SEE SHEET A-2.2 FIRST FLOOR PLAN ..) Ica ' act ,0_,_ S ' LI STEEL STUDS SEE WALL TYPES AND WALL SECTIONS FOR CALL-OUTS SCALE: 1/8'4%0' I \ SHEET TITLE: EXTERIOR METAL BUILDING WALLS. SEE WALL TYPES jIFLOOR PLAN II MEZZANINE PLAN 10 / la-orX 4'-71' S5'-2' / 38'-6i' / FLOOR PLAN NOTES: 42' HIGH GUARDRAIL 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS PER W.A.C. �6 O I - / CAPABLE OF RESISTING 2. POST SIGN AT DOOR 1 THAT READS 'THIS DOOR TO REMAIN -i I - - _I - - / 75 L.F. LOAD \ (p UNLOCKED DURING BUSINESS HOURS. - /// 1 3. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO MECH. M ' ♦ -I PLATFORM FRAMING AND ORDERING. ACCESS I e) Mil 1 j 4. DO NOT RUN ELECTRICAL CONDUIT AND GAS PIPING IN SAME STUD LADDER I t INSTALL 1 1/2' DIA. HANDRAIL EA SIDE A CAVITY I, m o 71 56' AP.R EXTEND 12' 0 TOP & 23' • I� ANY G1tA • r•• ®, ,-- . w,e,r�,n 5. SEE SHEET A-0.0 FOR MINIMUM HDCP ACCESSIBLE RESTROOM DIMENSIONS a 1 DTM. TYP. EA STAIR f ` j BE AFricv. ;,� ,. , � i ,�, �, ,t�` AND CLEARANCES. N L Io _ 6. CONFIRM ALL FINISHES W/ OWNER AND CONTRACTOR PRIOR TO ORDERING. tri MECHANICAL - ~ FUTURE -_fe 4_ 7. COORDINATE CASEWORK AND PLUMBING FIXTURES WITH OWNER La � ` w 't +- co 8. VENT HOT WATER TANK OUTSIDE AS REQ'D PROVIDE RELIEF VALVE PAN PLATFORM -,-' MEZZANINE AND SEISMIC STRAPPING AS REQ'D. SEE MECH. DWGS. FOR I IJ CARDIO AREA II `"�1 N TIM GOODMAN 0. CONTRACTOR TO COORDINATE SOUND SYSTEM AND BUILDING ALARM/SECURITY LAYOUT OF EQUIP. I 1 I'S84 S.F.) PROJECT ARCHITECT: MECH. PLATFORM. FURN. 1 SYSTEM W/ OWNER PRIOR TO DRYWALL INSTALATION. (SEE STRUCT. FOR TIM GOODMAN 10. CONTRACTOR TO COORDINATE W/ SAUNA MANUFACTURER TO VERIFY SIZE FLOOR FRAMING) SEE STRUCT. FOR DRAWN BY: REQUIREMENTS OF SAUNA ROOMISI_ FLOOR FRAMING 11. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CASEWORK FOR APPROVAL r PETER CARLETTI BY ARCHITECT PRIOR TO CONSTRUCTION. FE< > ) t CHECKED BY: T T e r T - T T aT im JANUARY 9, 2000 DATE ADA SHOWER NOTES: / 15'-tii' / / / / / /21'-2' 20'-4i' 27-71' 28'-10i' 21-1i' 14'-10i' C:\DATA\00\245\A2.0 COMPUTER FILE NAME 1. SHOWER SEAT MAX 10' A.F.F. PER 1106.11.10.3 WAC 2. MOUNT SHOWER CONTROLS PER WAC 1106.11.10.2 W/ FUTURE . V E Z Z A N I N E PLAN MAX THRESHOLD OF 1/2' 1 / SCALE: 1/8'•1'-0A .....___.. 2 IIK) 3. RECESS CONC. SLAB TO ACCOMODATE SHOWER ENCLOSURE (PER MANUFACTURER) COPYRIGHT 2000 CARLGTTI ARCHI' AO P • CARLETT1 ARCHVIEECT5 PoS. a cht re&pIa na 2204 Riverside Drive ' Suite 270 Mount Vernon, WA 98273 - Phone: (3601 424-0304 Fax: 360 424-5726 • NOTE: VERIFY ROUGH-IN FRAMING FOR SHOWERS BASED ON LEGEND MANUF. DIMS. PRIOR TO FRAMING - 0 6' o FLOOR DRAIN. SLOPE FLOOR TO DRAIN FD 1 EXIT DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE WI BATTERY BACKUP / 10'-2' / 3'-6' / 3'-6' / 3'-6' 3'-6' 1'-49' 5'-9' S'-11P t'-4#/ 3'-6' 3'-6' / 3'-6' 6'-111 y ► COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH BATTERY BACKUP f 1 1/2'O GRAB BAR / FIBERGLASS PRE- A NEW FACILITY FOR: 18' GRAB na.A BARRIER FREE MANUF. SHOWER �I HARDWARE 0 MAX 36' A.F.F./ BAR ANACORTES HEALTH CLUB EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE PROVIDE SHOWER MIN. 33' AF.F. �� be SHOWER. RECESS STALLS 171 LOCS. SLAB 2' MIN. TO 1609 R AVENUE CURTAIN & ROD 121 b� LOCATIONS TYP. EA. SEE ADA FOLDING �ccr<H RECEIVE VERIFY PROVIDE CURTAIN & ANACORTES, WA. 98221 SHOWER 0 WOMENS SHOWER SEAT W/ MANUF. FE 2A 1OBC SEMI-RECESSED FIRE EXTINGUISHER NOTES 0OD TYP. (3) LOC. !:,;, w4c st��l0 V 0 M 'S 1H8 FREEZE PROOF HOSE BIB \ 1 MARK YOUNGBERG 1 6 1 289 3068 T Nlirti\ x:, ia �: DF 3 0 0 DOOR NUMBER SEE SHEET A-21 FOR SCHEDULE p �:�� q r• sisitts:A. • HWT CONTRACTOR: O. WINDOW NUMBER SEE SHEET A-2.2 FOR SCHEDULE V �' •' i to << 4 �; Hor wgrER ADA DRINKING FouNTgIN ALAN N. PERKES CONSTRUCTION P.LAM 2T • TANK W/ TO COMPLY WITH WAC 1106.13 XXX ROOM FINISH TAG SEE SHEET A-2.2 t, S UNA :::. SAUNA _ � OFD7, 6i o STORAGE RECIRCULATING FOR CLEARFLOOR. CONTROLS. 17713-8 DUNBAR ROAD rsiBENC G.B. 18 A. / 114-A PUMP, V.T.O. REACH. ETC MOUNT VERNON, WA. STEEL STUDS SEE WALL TYPES AND WALL SECTIONS FOR CALL-OUTS n � (4( TOWEL HOOKS SEE SHEET S-3.0 FOR SHEARWALLS. NAILING &HOLD DOWN LOCATIONS "'" `'"" "` in �� cork. 1360) 428-0255 a P.LAM 6' 2 0'� 3.6 I 3'-6' �, MB 4 4 4' , d: X .,.,nrh.;��� ,. w�,, ��� rW $ _ CUBICLES o c+ 3 ir`4 "' I (4) TOWEL HOOKS FD O :,. t ..,, .. 4'-11#' /-. a MNT. URINAL CONT OLS HAND y � � „�,, .� �z DRYER MAX 44' A.F.F. RIM 0 MOP �, 0 44' 4, 2�0' 1T A.F.F. PER WAC •• ! o a SINK ■ P.LAM TOP / 6• r, A.F.F. 51-40 FLOOR PLAN NOTES: O FD W/ MIRROR o P.LAM LINE OF a 0 FULL WIDTH ry 1. PROVIDE BARRIER FREE SIGNAGE AT ALL ADA RESTROOMS PER W.A.C. ,) 2 POST SIGN AT DOOR 1 THAT READS 'THIS DOOR TO REMAIN a TOP SOFFIT 11'-9' �J1 ( o BOTH SIDES —� 9'-2T 9-8i ABOVE i UNLOCKED DURING BUSINESS HOURS. / / r FROM T.O. MIRROR FULL WIDTH \ COUNTER TO 3. CONFIRM ALL ROUGH OPENINGS FOR DOORS AND WINDOWS PRIOR TO tj h T-0' A.F.F. 'e ' 0 a �' FRAMING AND ORDERING. FROM T.O. COUNTER / FD P.LAM 0 _'M �CCSZ/� 00-245 TO T-O'A.F.F O �o\l PARTITIONS " .� 4. DO NOT RUN ELECTRICAL CONDUIT AND GAS PIPING IN SAME STUD �i! '-�,y AND / ���`<� �� �co 0.�� �� f ROJtG I NUMBtR: CAVITY p FLOOR MTD. ■RYER "` I \ ,/l \ 44' 0 ` -2c. 5� - C)ne 5< . 5. SEE SHEET A-0.0 FOR MINIMUM HDCP ACCESSIBLE REST ROOM DIMENSIONS c' y �c 2 �r ���L � �� gQ FLUSH CONTROLS' FUTURE e, 0 5'-0' TO Be MOUNTED FO S F. LOCKERS AND CLEARANCES. IRROR FULL WIDTH 9% REVISIONS: 6. CONFIRM ALL FINISHES W/ OWNER AND CONTRACTOR PRIOR TO ORDERING. / / • FROM WIDE G OR 7. SEE SHEET A-2.3 FOR FLOOR FINISHES AND INTERIOR CABINET ELEVATION ��— j,---,` o 0 i o SIDE -ER WAC 51-40 P�\ is rnat �� tQ 4 MARKS 8. SEE SHEET A-7.0 FOR CASEWORK NOTES. DIMENSIONS. & ELEVATIONS. ` J 5'-6t n ? flh PUSH PkLL HARDWARE , ` 41 g�U0- we/ �I-k° sad- COORDINATE CASEWORK AND PLUMBING FIXTURES WITH OWNER I -�� I,ei:I �� PER WA' 51-40 �� 1Iota . 11. 3.-d A FEB 28, 2001 ADDED NOTES 9. VENT HOT WATER TANK OUTSIDE AS REQ'D PROVIDE RELIEF VALVE PAN BENCH LINE OF STOOLS P.LAM ' BENCH cc, AND SEISMIC STRAPPING AS REQ'D. F.O.I.O. SOFFIT F.0.I.0. TOP ; •` '`� � �"14 \ F.0.10. 10. CONTRACTOR TO COORDINATE SOUND SYSTEM AND BUILDING ALARM/SECURITY ABOVE ,11 5'-011 SYSTEM W/ OWNER PRIOR TO DRYWALL INSTALATION. 1 1/2'0 — Er, i 0 u ► BARSO AF MENS 1'-0#' I �/- FUTURE 114 '�`�` " FUTURE � w OC- SV� 36R 54' FRONT j SV _\ LOCKERSii J� LOCKERS I_ �� LOCKABLE P.LAM LOCKERS ADA SHOWER NOTES: T ' MN 60% FULLS/40% HALVES 1. SHOWER SEAT MAX 19' A.F.F. PER 1106.11.10.3 WAC 1 , l 113 �� •- ao / \ ' N 2. MOUNT SHOWER CONTROLS PER WAC 1106.11.10.2 W/ LOCKABLE P.LAM 38' C —� LOCKERS PROVIDE YIN 60% FULLS/4OX HALVES . MIN �, MAX THRESHOLD OF 1/2' 18 w _ rq �� �/ s ( 't SHEET TITLE: 3. RECESS CONC. SLAB TO ACCOMODATE SHOWER n r z •, ENCLOSURE (PER MANUFACTURER) �,% r nb.,;1.00./0.10A;rw c% -,, ,v '� st.'"t. ? 'iZglii,i.' ii.149WA Q tf* `4;er 1�ra� /such G E�F.,<� o c ��¢� , a, -$ sr0 , w$ v r- l AT ' ENLARGED LOCKER ROOM PLAN 1 5.-0r 3? 7-31' 5'-01' 13'-9#' Z \ / / / VERIFY W/ MANUF. ��1 E PLOOR PLAN SHEET A-2 0 NOTES ADA DRINKING FOUNTAIN • WALL TYPE GALLOWS TO COMPLY WITH WAC 1106.13 • FOR CLEAR FLOOR. CONTROLS, C INDICATES DOWNSPOUT CONNECT TO TIGHTLINE SEE DETAIL 18 A-6.1 • ' REACH. ETC. 1, ALL ROOF PITCHES TO BE 2.12 U.N.O. �b1� ,, Q S�wLL 2. MECHANICAL. ELECTRICAL. & PLUMBING SUBCONTRACTORS TO PROVIDE Lnr�r'y AND INSTALL ALL FLASHING & CURBS REQ'D AT ALL ROOF PENETRATIONS G ', �S 1� ���` 1- o - -\, \ C� \ /MADE BY THEIR RESPECTIVE TRADES. _ 3. CONNECT ALL DOWN SPOUTS TO TIGHTLINES TYP. 0� \ ��� ` F- p \icy ANY CHANGES TO THE APPROVED PLANS MUST wy ` �O 1\0� `t BE APPROVED BY THE BUILDING OFFICIAL. �_ 1 p � �� TIM GOODMAN v�� �"� n - PROJECT ARCHITECT: �� � � � p�do �� ENLARGED LOCKER R00V PLAN ��_���� .e� , � —s ~ ''� TIM GOODMAN SCALE: 1/4'41-O ` `C- r. S\ o-� ' o A DRAWN BY: - \� 1 \0 S , `A , \ PETER CARLETTI l 1 C3 l� ��� e� \ �Q� AID CHECKED BY: �`° o t DATEUARY 9, 2000 \\N-( .:45./c--Q-AQ ir cLA-9-S2-• cj--/l l_J3% )0.A./ , 1 lD ( c COMPUTERCAD \OOe NAME 2 , COPYRIGHT 2000 CARLETTI ARCHITECTS. P.B. • FINISH SCHEDULE ROOM ROOM FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING NOTES: NO. NAME MAT'L FIN. NO. MAIL FIN. NO. MAT'L FIN. NO. MAT'L FIN. NO. MAIL FIN. NO. MAT'L FIN. NO. MAIL FIN. HGT. 100 ENTRY TILE FF T-1 VRB FF B-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 GWB PT P-2 INSUL FF . VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED ' 101 LOUNGE CPT FF c-i VRB FF B-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 GWB PT P-2 INSUL FF VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED 102 RETAIL CPT FF C-1 VRB Fr 5-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 GWB PT P-2 INSUL FF VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED CARLETTI ARC fH V T E 103 LOBBY CPT FF C-1 VRB FF 5-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 GWB PT P-2 INSUL FF VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED 104 MULTI-PURPOSE SV FF SV-2 VRB FF B-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 ACP FF 9'-0' �I�Pa6¢®c4aar� ` P9�n°n 105 RESTROOM SV FF SV-1 VRB FF B-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 GWB PNT 9'-0' P.LAM TO 48' A.F.F. ALL (4) WALLS 2204 Riverside Drive 106 RECEPTION SV FF SV-2 VRB FF "B-1 GWB PT P-1 GWB PT P-2 GWB PT p-i GWB PT P-2 ACP FF 10'-2' INSTALL ACP GRID ONLY. NO TILES Suite 270 107 LAUNDRY SV FF SV-2 VRB FF B-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 ' GWB PT P-1 ACP FF 9'-0' - Mount Vernon. WA 108 MASSEUSE CPT Fr C-1 VRB FF B-I GWB PT P-1 GWB PT P-1 GWB PT p-1 GWB PT P-1 ACP - 10'-2' - 109 MANAGER CPT FF C-1 VRB FF B-1 GWB PT p-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 ACP - - 10'-2' - Phone: (360) 424-1 • 110 STAFF VCT FF 1/2/3 VRB FF B-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 ACP FF 9'-0' - Fax: 360 424 111 WOMENS LOCKERS SV/CP1 FF SV-1 VRB FF 5-1 GWB PT p-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 ACP FF 9'-0' SEE FLOOR PLAN/WALL TYPES FOR P.LAM LOCATIONS 112 TAN CPT FF c-i VRB FF B-1 GWB PT p-i GWB PT p-i GWB PT P-1 GWB PT P-1 ACP FF 9'-0' - 113 TAN CPT FF c-i VRB FF B-1 GWB PT P-1 GWB PT p-i GWB PT p-1 GWB PT P-1 ACP FF 9'-0' - • 114 MENS LOCKERS SV/CPT FF SV-1 VRB FF B-1 GWB PT P-1 GWB PT p-i GWB PT P-1 GWB PT P-1 ACP FF 9'-0' SEE FLOOR PLAN/WALL TYPES FOR P.LAM LOCATIONS 114-A STORAGE CONC SEAL - VRB FF 5-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 ACP FF 9'-0' SEE FLOOR PLAN/WALL TYPES FOR P.LAM LOCATIONS 115 STORAGE CONC. SEAL - VRB FF 5-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 GWB PT p-1 GWB PNT 111-0' - 116 AEROBICS SPEC. FF - VRB FF 5-1 GWB PT P-1 GWB PT P-1 GWB PT p-I GWB PT P-1 INSUL FF VARIES SEE FLOOR PLAN FOR MIRROR LOCATIONS 117 CARDIO RUBB. SEAL R-1 VRB FF B-1 GWB PT P-1 GWB PT P-1 GWB PT P-1 GWB PT P-2 INSUL FF VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED 118 NAUTILUS RUBB. SEAL R-1 VRB FF B-I GWB PT P-1 GWB PT P-1 GWB PT p-1 GWB PT P-2 INSUL FF VARIES CEILING INSULATION WHITE. VAPOR BARRIER EXPOSED 119 FREE WEIGHTS CONC SEAL - VRB FF B-1 GWB , PT P-1 GWB PT P-1 GWB PT P-1 GWB PT p-1 INSUL FF VARIES SEE FLOOR PLAN FOR MIRROR LOCATIONS - _ — _ __ _ - _ _ _ - -_ - - - - - - A NEW FACILITY FOF ANACORTES HEALTH • NOTES: 1609 R AVENUE ANACORTES WA 9827 t 98221 MARK YOUNGBERG A.'' 10'-0' / 5'-0' 18'-4' �, 5'-1' 4'-11' 5' 1' 5' 1' 6' 2' 2' 0' CONTRACTOR: � a ALAN N. PERKES CON I \ \ 17713-B DUNBAR ROAD • oMOUNT VERNON WA 9 I T T TN (360) 428-0255 o j• / \\ O i / N O N O• T T N O T ' T T N T � O ,/, ` T \ ill T \\ % T � O \, O • / T T T / �. \ , A 1 B C 00-245 A B C D h'KUJtt,'I NUMBER: 10'-01 1 4 -8 5'-0' 5'-0' 3'-0' REVISIONS: DOOR SCHEDULE �� � ; I11111111 NO. SIZE DOOR LEAF FRAME HARDWARE _ RATING NOTES ---„,/ ---- -- 7---- 7-- - / � I '1 FEB 28, 2001 ADDITIONAL NI TYPE MAT'L. FIN. MAT'L. FIN. CLSR. PANIC GRP. �`,,,, 1 121 3'-0' X 7'-0' A ALUM FF ALUM FF YES - - - 7 STOREFRONT THREE WAY LOCK SET W/ AUTOMATIC FLUSH BOLTS I 7II 1 O O O f ` • T 2 3'-0'X 7'-0' D WD FF HMF PNT YES - - LOCK SET 3 3'-O'X T-0' C WD FF HMF PNT YES - - - \ - 4 3'-O'X 7'-0' C WD FF HMF PNT YES - - - ;4_ - 5 3'-0'X T-0' D WD FF HMF PNT YES - - - ( _ PRIVACY LOCK SET 7'-'- 0 E F 6 3'-0'X 7'-0' D WD FF HMF PNT YES - - - j PUSH PULL ONLY �/ \ 7 3'-0'X 7'-0' D WD FF HMF PNT YES - PRIVACY LOCK SET 8 3'-0'X 7-0' D WD FF HMF PNT YES - PRIVACY LOCK SET 9 3'-0'X 7'-0' D WO FF HMF PNT YES - - PUSH PULL WINDOW SCHEDULE 10 3'-O'X T-0' D WD FF HMF PNT NO CITY. SIZE `YPE FRAME U-VALUE NOTES 11 3'-O'X T-O' D WD FF HMF PNT - - - \ LOCK SET r " MAIL FIN 12 3'-0'X T-0' C WD FF HMF PNT YES - - A 12 10.-0' x 10'-0' STOREFRONT ALUM PP .75 13 (2) 3'-0' X T-0' D WD FF HMF PNT - - - - /s — - B 1 5-0' X 10'-0' STOREFRONT ALUM F= 75 - 14 (2) 3'-0' X T-0' D WD FF HMF PNT - , - C 18'-4' X 10'-0' 1 STOREFRONT AL'V =F 75 SEE DOOR SCHEDULE SHEET TITLE: 15 DELETE - - - - - - - N _ D 4 4'-9' X 4'-0' STOREFRONT ALLY == 75 - 16 3'-0'X 7'-0' D HMD PNT HMF PNT YES YES - - ATED, THRESHOLD. WEATHERSTRIP �L 2 9'-8' X 4'-0' STOREFRONT AL.Y =_ 75 - FINISH SCHEDULE = S 3'-0' X 4'-0' FIXED HMF P'C - - WINDOW SCHEDULE � e ` t-Y'�A�:ONS FOR MULLIO/ PLACEMENTS. DOORS. AND LOCATION OF TEMPERED ALL STOREFRONT TO BE KAWNEER OR US ALUMINUM DOOR SCHEDULE NOTES: CLEAR ANODIZED 1. ALL DOORS TO BE 1 3/4' THICK. ALE. WOOD DOORS TO BE SOLID CORE. DOORS TO BE BIRCH OR MAPLE SKINS. NOTES 2. VERIFY ALL R.O. AND JAMB DEPTHS PRIOR TO ORDERING. 1. ALL GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE 3. ALL DOORS TO HAVE BARRIER FREE HARDWARE AS REQUIRED. GLAZING IS WITHIN A 24' C OR EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE 4. EXIT DOORS 1, 15 AND 16 SHALL BE OPENABLE FROM THE INSIDE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60' ABOVE THE WALKING SURFACE SHALL BE TEMPERED. WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. (G:.AZING SUBCONTRACTOR VERIFY LOCATION(SI OF ALL SAFTY GLAZING.) 5. ALL GLAZING WITHIN A 24 INCH ARC OF EITHER EDGE OF DOORS 2. GLAZING SHALL Be TEMP D IN AN INDIVIDUAL FIXED OR OPERABLE PANEL. OTHER THAN THOSE LOCATIONS AND WITHIN 18 INCHES OF FLOORS SHALL BE SAFETY GLAZING AS DESCRIBED IN ITEM 1. ABO THAT MEETS ALL THE FOLLOWING CRITERIA. ANY CHANCES TO THE APPROVE REQUIRED BY UBC SECTION 2406. ALL SUCH GLAZING SHALL HAVE Al EXPOSED AREA OF INDI PANE GREATER THAN 0 SQUARE FEET. BE APPROVED BY THE BUILD1I PERMANENT IDENTIFICATION SAFETY GLAZING STAMP. SI EXPOSED BOTTOM EDGE TER THAN 36' ABOVE THE FLOOR. 6. DOORS SHALL HAVE LEVER HARDWARE WHICH WILL PERMIT OPERATION Ci EXPOSED TOP EDGE GRA R THAN 36' ABOVE THE FLOOR. BY WRIST OR ARM PRESSURE. AB D) ONE OR MORE WALKING ACES WITHIN 26' OVE THE FLOOR. TIM GOODMAN 7. ALL DOORS TO HAVE MAXIMUM 1/2' THRESHOLD 3. REFER TO THE DOOR SCHE MF FOR SIZE OF ALL DOORS WITH GLAZING. 4. SEE BUILDING ELEVATIONS FOR MUTTON AND DOOR PLACEMENTS 6 OPERABLE WINDOWS. PROJECT ARCHITECT: 8. COORDINATE KEYING W/ OWNER PRIOR TO ORDERING HARDWARE. 5. AL. WINDOW SIZES ARE ROUGH OPENINGS AND SHALL SE FIELD MEASURED PRIOR TO FABRICATION. 9. ALL EXTERIOR DOORS AND STOREFRONT TO HAVE A U-VALUE OF .60 OR BETTER 6 U-VALUE OF ALL WINDOWS TO SE .75 OR BETTER. 'SHADING COEFFICIENT TO BE 1.0 OR BETTER.) TIM GOODMAN 10. GROUT SOLID ALL HMF. TYP. 7. CON—RACTOR TO VERIFY AID(. WINDOW QUANTITIES. DRAWN BY: 11. ALL DOORS TO RECEIVE ALUM TUBULAR HARDWARE. CO-9 PUSH/PULL. 8. CONTRACTOR TO VERIFY Allis WINDOW SIZES ALL STOREFRONT DOORS TO BE CLEAR ANODIZED FINISH. MEDIUM STILE DESIGN PETER CARLETTI (KAWNEER OR US ALUMINUM) 1 CHECKED BY: 12. ALL STOREFRONT DOORS TO HAVE WEATHER STRIP. THRESHOLD. CONSEALED CLOSERS. AND LOCK CYLINDER. JANUARY 9, 2000 DATE C:\DATA\00\245\A22 COMPUTER FILE NAME A ..„._.. 2 , . COPYRIGHT 2000 CARLeTTI ARCHI CARLETTI ARCHITU A , O 0 Q 0 O O ) ercro P / 75•-0' / 75'•0' � / / 2204 Riverside Drivi Suite 270 Mount Vernon, WA 1 Phone: (3601 424- ( i . ; I 1 Fax: 360 424- 2 1 , I I 1 27 � l ` j l Its • 2 • f I l I i I I I t I I I ; EAVE HEIGHT i I l i I 11 �, ' 1 ( 1 fII i I ' Il I 1 ; II I{ j� I I I i i I ; I i i , it - 1 1• 1 I { 111 ; I jf I I _ I7 I I 1 11 11 II I, I 1 ' I I i � II � � II 1 it ; ! 1 ,i i � � I -- - � ' II , I i f Hr, ' I � �� I II i � i � . L i_ ANACORTES HEALTH - SOUTH ELEVATIO \ \ ORTH ELEVATIO \ 1609 'R' AVENUE SCALE: 1/8'=1'-O' SCALE: 1/8'=1'-0' ANACORTES WA 98221 7 6 50 (360) 299 3068 150'-0' •' / MARK YOUNGBERG / zs -o / 2s -o f zs -o / 25 -o / 25 -o / 2s -a illCONTRACTOR: ALAN N PERKES CON ME`c_ WOF PANE_ 17713 B DUNBAR RD t I MOUNT VERNON WA (360) 428-0255 it r I1 . . I 1 ' Ij Ii II c i1 i1 111 1' I i l ilk I i I I 11, 11 i II i II ` i I 00-245 II ;' 1 l 1I i ' ! 1'KUJEG I NUMBtR: ! ,I I i 1 1 I 1 I , ;; II ail HH : HIfUHw1IH1ThJHH I ! REVISIONS: J. FEB 27. 2001 REMOVE D001 WEST ELEVATIO \ SCALE: 1/8'=1'-0' L a. 7 2 3 1 150'-0' �/ / / 25•-0• % 25'-O• / 25'-0• / 25'-0• / 25'-0' / 25'-0• / c3; METAL SIDING \ \ V TO EAVE HEIGHT SHEET TITLE: 1 II 1 I � � � II I I : i � I 11 i ' I II i ' II li 1 I 1I j � i I ELEVATIONS i • i , I I � , ' 11 + 1 ! in, ' I { I ' I i 1- 11 ' II—.e,J HI 1 1 i I I 'II . I I I I i i I T .)1 1 �i �I � Il 1 II �I ' I 1 i 1! �I III II 11 1 I I I i1 T.O. STOREFRONT _ I I I ! I - II s I �� I - I � 1 1 I' i I II J Hu rg2.d N try Tr# Ai- c>vt,i 11 , I , • -6 I T 0. FINISH FLOOR _ I II _ 4 /„,/,--- J 1 / ' TIM GOODMAN ALUM. STOREFRONT PROJECT ARCHITECT. 2.5 I TIM -6 -e DRAWNB GOODMAN EAST E L E V A T I O \ PETER CARLETTI CHECKED BY: SCALE: 1/8'4-0' JANUARY 9, 2000 DATE C:\DATA\00\245\A30 COMPUTER FILE NAME A ..... 3 • COPYRIGHT 2000 CARLETTI ARCH 0 0 0 0 0 E 75'-0' WIF TO EAVE 0 25'-9' A CARLETTI ARCG� BTECTS P.S. archfr ec cre&pBznoaat ,.,,d �rar,.N °" 2204 Riverside Drive �a. . . .,.,r�rar+.`• z Suite 270 • iii rs e•� Mount Vernon, WA 98273 ti Phone: �3601 424-0394 Fax: 360I1 424-5726 10k HIGH BAY METAL 6 w HALIDE FIXTURE F'.!ST:F D 12 w 1 R" 17 SPIRAL DUCT k 2IOS b a PAINT _-.� �—soioilIlNC. 0/ 1 n 2 SI MEZZ FLOOR C. CARPET 0/ ;ATE � 4 4'i:�i ,�„a`rt PADDLE FAN FUTURE 5'1 20 22 GA MTL. DECK 0/ I - A 42' HIGH GUARDRAIL a BAR I - C - T O. MEZ. FLR • i W/ 5/8 GWB EA. I --- - -- --- � ,� SIDE CAPABLE OF RESISTING/�) �_- TO. WDO 0 10'-0' A 75 LB LATERAL FORCE/ - - STEEL MAIN LOW BAY METAL , FRAME HALIDE FIXTURE BEAM PER , ' STRUCTURAL T.O GWB 0 8'-0' ANACORTES HEALTH CLUB FUTURE SPIRAL ' 1609 'R' AVENUE 6' MTL STUDS DUCT PAINT ANACORTES WA PER WALL SCHEDULE , AEROBICS CARDIO STRUCT T.S. COLUMNS 98221 FUTURE MEZZ. 0 ___O.C. HVAC GAS PACK �360) 299-3068 COLUMNS _X_ T.S. GROUND MOUNT UNIT 1 PER STRUCTURAL 3 5/8' MTL. STUD i MECH. DUCT CHASE iii it MARK YOUNGBERG 5 1/2' CONC. SLAB 1 FRAME TO 8'-0' W/ CONTRACTOR: RACTOR: REINFORCE PER 5/8' GWB PAINT STRUCTURAL i ALAN N PERKES CONSTRUCTION F.F 0 0'-0' lli 1771343 DUNBAR RD r MOUNT VERNON WA (360) 428-0255 Cps BSCALE:L1� I1 oG SECTION 00-245 F'KUJtC, I NUMEStR: REVISIONS: A gl C � , 4-' E 75'-0' / X METAL CAP FLASHING PER METAL BULIDING MANUFACTURER AND METHAN- SYSTEM PENETRATIONS .01000. • � ---3,3 o • 3 A 5 � STEEICRAME SHEET TITLE: �� TOP OF T.S. 2 HIGHMETAL A F F �� BUILDING SECTION A • 'i I! 5.• 12 ` FIXTURE y BUILDING SECTION B • 2 :31, 1OX33,' OLUMNEAVE HEIGHT ��� 7=�• ,A�.l�A�� �41- 13-0 AEIG .•. 'ice 'i 5/8N WA�ta W/ DE / 12X14�_ ' CURE TO\SIDE WALp \ 7 �i EE ARCIAS REO'D (TY , 0 M Alla ` `� UTTER i,' &WOMENS LOCKER r ( ) )WALLS TO FRAME TO I `,\ , v \ \9'-6' A.F.F. MIN BTM OF ANOPY8' FLOURESCENT 7 ( 0 10'-0' S STRIP LIGHTACP SUSP. CLG R rACP 9' 0' A.F.F. ; s �r1Y GRID ONLY COLOR 1 i!r9�f'RO 'ED PLANS MUST E3 PPROVED BY THE BUILDING OFFICIAL. �� EGGCRATE DI=UDR WOMEN$ .,� BLK. NO PANELS RECEPTION LOBBY e ; LOCKERS ACP CEILING i RECEPTION DESK DRINK o TIM GOODMAN 'I (PROVIDE SHOP REFER o PROJECT ARCHITECT: 1 Ili b DWGS.I F.O.LO. • \ TIM GOODMAN �^ `° — — _ % �I I DRAWN BY: /is CHECKEPETED CsARLETTI '�, / F.F. 0 0' ar F.F. 13' O' A.F.F V1 - — — — — - E I Cr_ /—..) — — — — — — — — — — — — — — — — — — — — — — — — — — DATE � UILDI � G SECTION I_____ C:\DATA\00\245\A40 COMPUTER FILE NAME 1A SCALE: 1/4'=1'-0' A ._.... / . 0 COPYRIGHT 2000 CARLETTI ARCHITECTS, P.B. e i T.O. EAVE R939,± / er iHic i ' • CARLETTI ARCHITECTS P.S . TYP ROOF CONSTRUCTION f tail Sit S u�&pI�nh vg 'k' SEE 2/A 5.0 • ,' ��� TYP. METAL BLDG. 2204 Riverside Drive - RAKE FLASH Suite 270 � ' Mount Vernon. WA 98273 STEEL MAIN FRAME TYP. ROOF CONSTRUCTION Fx 360f) 424-03945 SEE MATAL BUILDING C`-� ' SEE 2/A 5.0 Fox: �360) 424-5726 I MANUFACTURER FOR H-) ; r SIZE AND LOCATION = , A , EC MIL. Z-GIRT f 4) Pe SEE BUILDING MANUFACTURER . ;?{ TYP. WALL CONSTRUCTION J. DRAWINGS FOR SIZE AND LOCATION SEE 2/A 5.0aT•of A INsro MIL. SIDING , : lV y- 1 - �/ 1 rc TYP. WALL CONSTRUCTION -J1 SEE 2/A 5.0 �" ' • ANACORTES HEALTH CLUB CLOSE OFF TOP TYP. ROOF CONSTRUCTION ; " 'S,, / METAL STANDING SEAM ROOFING \ 1609 'R' AVENUE SLOPE ------- OF T.S. WITH PLATE ` S : 24 GA GALVALUME 0/ ANACORTES WA 98221 T.O. T.S. COLUMN 8 1/2' 'Z' GIRTS 0/ R-19 COMPRESSED BATT INSUL., 10' WIDE FLANGE COLUMN WHITE VINYL V.B. WRAP EXPOSED _ MARK YOUNGBERG (360) 299-3068 ! , CLASS III MAX FLAME SPREAD 76-200 1 \ `'< 1 5/8' WELD PLATE ' - CONTRACTOR: METHANE 'GAS' VENTS) ----/ 1' DIA GALV. PER 'THERMO RETEC' DETAILS & ALAN N PERKES CONSTRUCTION MIL. ROD I 17713-5 DUNBAR RD RECOMENDATIONS, FLASH AS REQ'D r; 10 it T.O. EAVE MCC \1 N I � 1 MOUNT VERNON WA \! �\ �_ (360) 428-0255 N H 1 '' L>C1::' . I 40 1 CONINUOUS METAL BLDG. e► . FLASHINN UN U' BOX GUTTER & DOWNSPOUT i• ► , I TIGHTLINE TO STORM TYP. STEEL MAIN FRAME WALL 6' MI VER • 1"; O SEE BULIDING MANUFACTURER • WITH DRIP ' I I - _ - • : 5 I. , DWG'S FOR SIZES AND LOCATION H„ . . 1 1/2' GALV. � ' 00-245 u STEEL DECK T.O. FRAMED WALL ' I'RUJtG I NUMbtR: �� !* PRE-ENGINEERED STEEL ►a ° ° r \ BUILDING MAIN FRAME F.F. FUTURE MEZZ. REVISIONS: —17 ci , s , _ si ► r T.O. ACP .; '. , 1 , NOTE: MAX FLAME SPREAD OF \ I 1?rcT '�. EXPOSED MTRLS. TO BE CLASS III 76-200 Hs I �, _ —.- T.O WDO HEAD WIDE FLANGE SEE i L,_ STRUCTURAL FOR SIZE • WIDE FLANGE SEE STRUCT FOR SIZE ! � i 2 1/2' X 4' CLEAR ANODIZED Cl; STOREFRONT, TYP. i CONTINUOUS METAL BOX j 1I�I GUTTER ATTACH W/ 2' WIDE TYP. WALL CONSTRUCTION T.O. GWB TYP. U.N.O. 0 MTL STRAPS 0 36' 0.C. TO (SEE WALL TYPES) METAL VERTICAL PANELS (24 GA J I � I i (BHP-HR36 COLOR ZACTIQUE II) '' T.O. DOOR WIDE FLANGE BEAM 8 1/2' Z-GIRTS W/ R-19 COMPRESSED BATT i l SEE STRUCTURAL FOR SIZE AND INSUL.,WHITE VINYL V.B. WRAP I 48 NOTE: L SHEET TITLE: 7/8' HAT CHANNEL 0/ IP SEE SE:OTEST REPORT �. CONNECTION �z ? .z- \=Ac\: u2n9N WALL SECTIONS 5/8' GWB 8' 0' HIGH W/ VAPOR BARRIER PAINT i ; FOR OUNDATION SLAB i — 8X8 T.S. (SEE WALL TYPES FOR HEIGHT OF GWB & i I ', REQUI �IENTSI HAT CHANNEL) i �. -'�� -3,.), `-6L/N-°� `t r j 2 1/2' X 4' ALUM. i ' CLEAR ANODIZED � e � NR�zc_ C �QLJ •� j i STOREFRONT (TYP.) • �9 / C , 1 ..,Go...., C vic.) ./- , i ( j T.O. SLAB 4' FINISH WALK T.O. FINISH GRADE PROJECT GOODMAN STRUCTURAL CANOPY SLOPE AWAY FOUNDATION I _ / TIM REINFORCE PER STRUCT. 4' PVC TIGHT LINE DRA GOODMAN 5 1/2' CONC. SLAB PER � I DRAWN BY: _ 4' PVC FOOT DRAIN---------___,0 STRUCTURAL 0/ PETERCHECKED CARLETTIBY: — — — — WRAP IN FILTER FABRIC — 30 MIL PVC MEMBRANE AND SET IN PEA GRAVEL SEE 'THERMO-RETEC' DWG'S - r : T.O. SLAB JANUARY 9, 2©00- . .r_ CONT. CONC. FOOTING DETAILS FOR MEMBRANE 0 DATE AND REINFORCEMNT REQUIREMENTS - _ - PER STRUCT. \ FOUN. FOOT PER/ C:\DATA\00\245\A50 COMPUTER FILE NAME UNDISTURBED BEARING f STRUCTURAL PER SOIL REPORT J t A --- 5 . 0 WALL SECTION C WALL SECTION CTIO \ COPYRIGHT 2000 CARIGTTI ARCMITGCTB. P.B. SCALE: 3/4'4-0' SCALE: 3/45•1-0' SCALE: 3/4'4-0' 'k-N----' 1 c I e' A, CARLETTI ARCHITECTS P.S . I archkecture ay iy ams 2204 Riverside Drive Suite 270 Mount Vernon, WA 98273 • Phone: �3601 424-0394 Fax: 360 424-5726 64 , - .,, .- iiIST E.r A'CH CT TOP SECTION SIDE RAIL 29 1 /2" TA7ErF ; ffdGTO, — i O f 23 1/2" CEILING LINE • _ _ ___ - __ __ __ _ + 16„ - FRAME I _ A NEW FACILITY FOR: O — I 2 y X D :._. . — .-_ a _- __ ' /I f TOP STEP ANACORTES HEALTH CLUB LOCATED AT 1609 'R' AVENUE 5 3/18' L ONE INCH ANACORTES WA 98221 COUNTERSUNK / • • BOLT,LOCK— �w 1 O O O BELOW BOTTOM MARK YOUNGBERG [360) 299-3068 EXTRUDED ALUMINUM WASHER,NUT -y TREAD: - '- O �'\14: © OF FRAME 2 LIP BATTEN EXTRUDED ALUMINUM '� �� _____-- -- v 1 LIP BATTEN -- SSA /��� iI/ EXTRUDED ALUMINUM (6061 T-6) ii • �k � �I I - WITH SERRATED SURFACE a�� WOOD SPACER m '- FLAT BAR WELDED Ir ��!• �.�f �� 7hII �` TO HINGE FOR �� -.. L � �� =�rJ STRENGTH RIVETS: �• •� ' O 0 /lee O SLOT CUT IN ALUMINUM DRIVE 8 CONTRACTOR: FRAME FOR LOCK ALAN N PERKES CONSTRUCTION KEY OPERATED CAM LOCK (OPTIONAL) DOOR PANEL CONTINUOUS RIVETS, TESTED © © © 17713 B DUNBAR RD 1/8" ALUMINUM PIANO HINGE AT 1000 LBS. J. _ __ q GO MOUNT VERNON WA TOP SECTION AND DOOR ATTACHMENT / S' SHEAR STRENGTH EA. G /f�� - ram- -- df (360) 428 0255 WHEN STD. ALUM NUM DOOR IS USED • 9 1 /2" 44% % RISER HEIGHT i • • 12 SIDERAIL: O O NOTE: EXTRUDED ALUMINUM CHANNEL ENGAGE EYEBOLT (6061 T-6) 5"x1"x1/8" - % 0 WITH HOOK ON U POLE TO OPEN /.a, s, / 4a ,.I LI 44 00-245 e o h'KUJtG I NUMEitR: TEE-FITTING / / 63` 0 TO ASSIST IN UNFOLDING FLOOR REVISIONS: OF UNITS WHEN CEILING HEIGHT IS GREATER THAN 10' 19 1 /2• LEGEND -•-21 1 /2" C IS EXACT CEILI \G HE GHT 1 . STEEL PIANO DOOR HINGE (SEE DETAIL) 7. EXTRUDED ALUMINUM TREAD (SEE DETAIL) 0/ 1 CD / 2. DOUBLE SPRING ACTION 8. HANDRAIL: 1 /8"x3/4" STEEL FLAT BAR 3. EXTRUDED ALUMINUM SIDE RUNNER (SEE DETAIL) 9. OPERATING ijil-) • 4. EXTRUDED ALUMINUM BATTEN (1 /8") 10. ADJUSTABLE FOOT 5. DOOR PANEL 1 /8" ALUM. x 11 . OPERATING EYEBOLT • 6. STEEL BOX FRAME: 5 x1 ' x1 /8 CHANNEL 12. OPERATING POLE ADJUSTABLE FOOT BOLT OPTIONAL EQUIPMENT STANDARD ON ALL UNITS C X 3/8" BOLT ADJUSTABLE (CEILING HEIGHT) (CLEARANCE) L ROUGH OPENING WITH 9/16" WRENCH 0 KEYED LOCK (SEE DETAIL) (5/16" UP, 3/4" DOWN) 10'- 1 " to 10'- 1 1 " 18" 63 1 4" 30" x 64" / • HANDRAILS ON BOTH SIDES SHEET TITLE: CDISAPPEARI \ G LADDER DETAIL A \ D \ -OTES DETAILS N.T.S. VERTICAL 12 GA HANGER SPACED VERTICAL 9 GA HANGER SPACED SUPPORT WIRES STRUCTURELABOVEONG AIN RUNNER TO 4'-0' O.C. ALONG MAIN RUNNER TO SEE A.C.T. SWAY STRUCTURE ABOVE. VERTICAL STRUT BRACE DETAIL (4) 12 GA WIRES SECURED TO MAIN 012 GA. WIRE HANGER TO COMPRESSION STRUT 0 12'-0' O.0 I ® 12'-0' O.C. RUNNER WITHIN 2' OF CROSS RUNNER STRUCTURE AT EACH PK/ VERTICAL STRUT SPLAYED 90 FROM EA OTHER, N.T.E. CORNER OF FIXTURE CAPABLE OF RESISTING 45 FROM CLG PLANE. HORIZONTAL 14i12 GA WIRES SECURED TO MAIN / RESTRAINT POINTS SHALL BE PLACED ATTACH SLACK WIRES 12 GA. SWAY SUPPORT VERTICAL LOADS ANY CHANCES O ' HElcETTIE: PPO�'EDPLANSMUST• RUNNER. / 12'-0' O.C. !N BOTH DIRECTIONS. W/ DIRECTLY TO FIXTURE SPLAY 90D FROM EA OTHER. N.T.E. WIRES 6 12'-0' O.C. IC / THE FIRST POINT WITHIN 4'-0' FROM AT DIAGONAL CORNERSBE APPROVED BY THU�LDING OFFICIAL.45 FROM CLG PLANE. HORIZONTAL � 45 EA WALL. SECURE TO STRUCTURE RESTRAINT POINTS SHALL BE PLACED ABOVE.9 GA. SUSPENSION WIRE TIM GOODMAN12'-0' O.C. IN BOTH DIRECTIONS, W/ ® 4-0' O.0 MAXTHE FIRST POINT WITHIN 4-0' FROM f MAIN RUNNER :� / PROJECTARCHITEA EEA WALL. SECURE TO STRUCTURE COLD ROLLED CH NN L 1" w�� / / \ TIM GOODMAN�� MAX ABOVE. • 4-0' O.C, DRAWN BY:16 GA. TIE WIRE �P1 1/2' COLD ROLLED CHANNEL141r \ / ATTACH FIXTURE TO PETER CARLE I p 4'-0' O.C. i; 7/8' HAT CHANNEL CROSS �i // SESTEM WITHILING ENSION POSiTIVE CHECKED BY: ® 2'-0' O.C. TFF A.C.T. ` � CLAMP DEVICES HAVING CAPACITY OF 100X OF JANUARY 9. 2000 <_C 0 I. 1 G, CROSS RUNNER LIGHTING FIXTURE WEIGHT DATE 3" MAX. TYP. IN ANY DIRECTION C:\DATA\00\245\A60 \ HAT CHANNEL NOTE: SUSPENDED CLG SHALL BE INSTALLED PER UBC 4702. COMPUTER FILE NAME 5/8' GWB , � e 2-0' O.C. 5 SUSPE \ DE) GWB . CEILI \ G BRACE A . C . T . SWAY BRACE LIGHT FIX . SUPPORT A =a 6 0 N.T.S. N.T.S. N.T.S. N.T.S. COPYRIGHT 2000 CARLETTI ARCHITECTS. PB. CARLETTI ARCHITECTS PDSS. wthitecturs& i.H;,;AIN • 2204 Riverside Drive Suite 270 Mount Vernon. WA 98273 Phone: (360) 424-0394 Fox: (360)) 424-5726 • 6429 " �A I uIT • STF0P' • WON A NEW FACILITY FOR: ANACORTES HEALTH CLUB 1609 'R' AVENUE ANACORTES WA 98221 • • MARK YOUNGBERG (360) 299-3068 CONTRACTOR: ALAN N PERKES CONSTRUCTION •17713-B DUNBAR RD MOUNT VERNON WA (360) 428-0255 • / F • 00-245 45 DEGREE 2-1/2 STEEL STUD F'RUJt(; I NUMIStR: \ / 25 GA. (VERIFY) OR 2X4 WOOD STUDS BRACE 0 5'-O' O.C. MAX. ( C / f�ATTACH TO FRAMING MEMBER \ REVISIONS: W/ #10 SCREWS. ATTACH TO �1 STRUCTURE ABOVE ���\ 2))....\\ 1/ J / ,„, ,, —� 1 SUSP. CEILING OR GWB CLG. _ -1-6' METAL STUD WALL • BUTYL MASTIC TEK SCREW ,�,, 1k- C' SEALANT CONT. PER MANUF. A_ �/ VERIFY DIMENSIONS FOR ALONG PANEL � T.O. CLG. 10'-0' o /� ' / 3 5/8' STUD WALL LENGTHS 0 (VERIFY) z L. J • 1 i TRANSOM ABOVE W/1' S ! , : • • 1 J.---------___--i I , I 1 II it 2x6 WOOD STUDS OR 1INSUL. TEMP GLASS 3-5/8' 20 GA STEEL STUDS ' j } 0 16' O.C. W/ \ 5/8' TYPE 'X' GWB EA*0 SIDE R-11 GATT INSULATION STOP W/ WEATHERSTRIP Is-i HOLLOW METAL i ---��- o/ PARTITION 2 FT EACH WAY —17 FRAME. GROUT :ro r CEIL]NG RUNNER W/ A.C.T.p SOLID ATTACH STUD TRACK OR FASTEN RUNNER TO PARTITION / ALUM. ENTRY DOOR PER DOOR 2x6 P.T. WOOD PLATE PROVIDE ACOUSTICAL SEALANT SCHEDULE W/1' INSUL. PER DOOR SCHEDULE TO SLAB W/ RAM SET ANCHORS 11111± % AT ALL GAPS BETWEEN CLG MTL PANELS • 24' O.C. 6 PARTITION DOOR PER SCHEDULE / A 2' f 2' OSIM CONDITION 7 3/4' - WALL TYPE VARIES a z SHEET TITLE: 'v___- DOOR HEAD E ROOF LAP BRACE PARTITIO \ HEAD DETAILS 0HVF SCALE: 3'=1'-O' QMTAL N.T.S. 0PART . SCALE: 1-1/2'=1'-O' 6SCALE: 3'=1'-O' CONCEALED BOTTOM RAIL 2'x4-?/2' ALUMINUM STOREFRONT WINDOW PER SEALANT W/ ASPHALT WEATHERSTRIP 7 STOREFRONT PLAN ATTACH FRAME 1/2' EXPANSION JOINT, OVER EDGE OF FOUNDATION STOREFRONT DOOR PER PER MANUFACTURER'S SPEC'S ALUMINUM DOOR THRESHOLD MAX. 1/2' ABOVE FLOOR CONC. SLAB SAWCUT JOINT PER PLAN SCHEDULE ALUMINUM SHIM SPACE STORSEALANT AND BACKER ANY C ` l RoV D THE APPROVED PLANS MCI .Y / STOREFRONTj ' I, I e COMPRESSIBLE / °�` ROD BOTH SIDES TYP BE APPROVED BY THE BUILDING OFFICIAL. JOINT FILLER W/ z CONC FOUNDATION WALL _ RotA t T WEATHERSTRIP BOTTOM RAIL W/ REINFORCING PER STRUCT TIM GOODMAN J j PROJECT ARCHITECT: r ) ALUMINUM DOOR THRESHOLD MAX. 1/2' ABOVE FLOOR m TIMGOODMAN 1 I Ili ! ��I' DRAWN BY: MAX 225 S.F. It � I� SLOPE 1/8' MAX LENGTH 15' `:� � , PER FOOT PETER CARLETTI CONC SLAB 'el CHECKED BY: • C C JANUARY 9, 2469 _ _ it \ll — -1 .. DATE • J ILIIr11 .. C:\DATA\00\245\A61 �/f II VI j I COMPUTER FILE NAME STOREFRONT HEAD / SILL SAW CUT SLAB SCALE: 1'4-0' 4 SCALE: 1-1/2'4-0• MULLION DETAIL � STOREFRONT DR THRESH STOREFRO \ T SILL 3; SEE DETAIL 12/A-6.1 FOR WRAPPING SCALE: 3'=1'-0' 2 SCALE: 6'=1'-0' SEE DETAIL 12/A-6.1 FOR WRAPPING SCALE: 3'=1'-0' COPYRIGHT 2000 CARLETTI ARCHITECTS. P.B. STRUCTURAL NOTES GENERAL 3'-0" CONT FTC Perform all work to conform to the 1997 Edition of the Uniform Building Code. STEEL WALL LOADING CRITERIA • Gravity Loads: # 5 HAIRPIN @ EA FRAME COLUMN. Roof: Live load = 25 psf (snow) EDGE OF _ ENCLOSE ANCHOR BOLTS FIN GF Dead Load = 15 psf CONC SLAB AND EXTEND 48" INTO SLAB—ON—GRADE " Mechanical: Live load = 75 psf (or equipment weight) Dead Load = 15 psf — — BASE PLATE BOLT GROUP =11=11. Future Mezzanine: Live load = 125 psf GRID .II-,II-� p - - - —{ - - - ---- - - - =IICII. Dead Load = 75 psf c ' .II=II= / / Lateral Loads: CONC PLINTH BELOW PLINTH /` EXTEND MIN 2" PAST Wind: Basic Wind Speed = 80 mph REINF 1 12 COLUMN BASE PLATE Exposure = C 7 • Seismic: V = (3.0 Ca/R)W = Base Shear Z = 0.3 (Zone 3) •/ 8" / 12" IL I = 1 .0 Ca = 0.36 R = 5.5 I THICKENED W = Total Seismic Dead Load i EDGE OF SLAB • METAL BUILDING FRAME, FOUNDATIONS - SEE VARCO PRUDEN PLANS FOR ANCHOR BOLT SIZE Allowable Bearing Pressure: AND LOCATION. USE 16" 2000 psf for Dead + Live LONG ANCHOR BOLTS CONCRETE SLAB—ON—GRADE, 2667 psf for Dead + Live + (Wind or Seismic) ENCLOSED WITH PLINTH SEE PLAN FOR THICKNESS REINFORCEMENT AND REINFORCEMENT Exterior footings shall bear 1'-6" (minimum) below finish grade. All footings \\ to bear on firm undisturbed earth below organic, surface soils. Backfill to be # 5 HAIRPINENCLO @ SE EA ANCHOR FRAME compacted to 95% of maximum density per ASTv1 D-1557. Provide (2)#5 (minimum) FIN GRADE 8" BOLTSCOLUMN AND, EXTEND EACH LEG CONC SLA continuous at bottom of all footings. / / 48" INTO SLAB—ON—GRADE SEE PLAN CONCRETE i I, i * MAX WATER/CEMENT RATIO MINIMUM ""1 f ' c NON—AIR ENT AIR—ENT SACKS/C.'' =lair z — _,#' L / PLINTH REINFORCEMENT Foundations and (4) # 4 W/ (3) # 3 TIES slabs—on—grade 2500 0.67 0.54 5.5 i „ _ @ 3 O.C. • Setting bearing . — , . . Plates 5000 (Non—shrink pourable grout) Air—entraining agent (5% to 7%) to be used in all concrete exposed to weather. 3'-0" WIDE X 12" THICK Provide 3/4" chamfer on exposed edges unless noted otherwise in drawings. CONT FIG W/ (3) # 5 CONT. t. �1 CONCRETE REINFORCEMENT p .£ � igtiV Br All reinforcingsteel, unless indicated otherwise, ASTM A615 grade 60 f =60 000 / 2 �� B " LD G FR A U = psi). Welded wire fabric shall conform to ASTM A185. Reinforcing steel details to conform to standard practice outlined in ACI Report 315. Provide Lass B lap splices for all reinforcing steel in accordance with ACI 318. , Minimum Concrete Cover for Reinforcing: 3" Concrete poured against soil 2" Formed concrete in contact with soil GRID 1 -1/2" Outside face of walls exposed to weather, slabs on moisture I CONC PAD FTG barrier CTRD BELOW COL, 1" Walls, inside face SLAE SEE PLAN FOR SIZE AND REINF I FOR Extend horizontal wall steel to 2" from outside face and lap with elbow bars (30 STEEL COL & BASE PLATE, FILL diameters) of same size and spacing. Lap outside face only at corners. I BEAR ON 1 -1/2" POURABLE GROUT, STEE I SEE VARCO PRUDEN DWGS FOR I— — — — — — — — — — —1 Slab and Beam Reinforcement: CONC SLAB—ON—GRADE, COL, BASE PL AND ANCHOR Rigidly support steel using concrete blocks or chairs manufactured in accordance SEE PLAN I BOLT SIZES with CRSI standards. Interior slabs on grade shall have approved vapor barrier I j with proper sub—grade preparation. SLAB BLOCKOUT, STRUCTURAL STEEL SEE PLAN ABOVE i I Structural steel rolled shapes and plates to conform to ASTM A36, Fy=36,000 psi. _ _ I A:" Structural tube columns to conform to ASTM A500, Grade B, Fy=46,000 psi. Steelpipes to conform to ASTM A53, Grade B. Machine bolts and anchor bolts to !��■confarm to ASTM A307, Grade A, with nuts conforming to ASTM A563, Grade A, hex i `. � � type. Welds not shown shall be 3/16" minimum continuous fillet. All welding performed by WABO certified welders using fresh E70XX electrodes. I S T E E _ SEE Shop prime all steel except steel embedded in concrete. Exterior exposed steel i y shall be hot—dipped galvanized. During erection, shore and brace structural steel as required due to condition of installation. Expansion anchors to be q p CONC PAD FTG, — _ — — — — _J Hilti carbon steel Kwik Bolt—II or equal and are to be used in existing or new — — SEE PLAN FOR concrete only. When substitutions are used, the Contractor shall submit SIZE & REINF manufacturer's literature to the Architect describing the expansion anchors and listing ICBO recognized allowable shear and tension values. Bed base plates and SLAB CO\ITROL JOINTS bearing plates on 1 -1/2" of non—shrink grout. 4. __ SEE DETAIL THIS SHEET \ TR OR 9 AD FOOT \ G .s ` 3/4" = 1 ,_O„ _----- __ • W10X3 ` 5/8"X 3 CANOPY COLUMNEW/ 0 0 Q Q G 0 E E E 5/8"X14"X16"BASE PLATE W/ G F i c e I (4) 3/ DIA ANCHOR BOLTS, 25' O" I 25'-0" 25' O" i 25' O" 25' O" ENGINEERING EMBEDED 8 8", BEAR ON 1 1/2" I G X k X k 17119SE47lhCourt -- --- --- FRAME BEYOND - —i - - - — -- — — — — — — — — — — i - - \ — - © ( e6i4-sew e-seoa METAL BLDG POURABLE GROUTbollouo,WA CONC PLINTH AROUND cGG GOA, 4L of ees d CONC CANOPY COLUMN W/ I . t 8`4,:& (3) ## 5 CONT ti� , o� SLAB-ON-GRADE #7 HAIRPIN j ( FULL LENGTH OF 5" CONCRETE COMPOSITE DECK FLOOR MEZZ, EA SIDE 3-1/2" CONCRETE OVER 1-1/2" X 22 GA - ADD (2) # 5 X 4 -6 � j W/ 18.52 II @ FTG EXTENSION MEZZANINE �r. 6X6-W1.4/W1.4 WWF, 5 WELDS PERNt, I I - _ SHEET IyIDTH �� 1QIAL ;/12/2001 I t / SIM EXPIRES: io/za/zoos (I D • W 16 X 26 -- 1 W 18 X 60 . _-' W 18 X 60 W 16 X 26 a� , I ff � (5) # 5 @ it -� Ij-N i^ i' I� ____ _ ��� FTG EXTENSION I o o J X ; !; -- I `s3, 117 \I 11 -- o J _ __ co co cc 3'-O" 2'-6" ! 1I o ii' "il 7 x x 77 - 1 co . / CONT FTC FTG EXTENSION 3/4" T&G PLYWOOD SHTG W/ - �- I #8X1" SCREWS 0 6" O.C. PANEL EDGES' l 12" O.C. INTERMEDIATE SUPPORTS `� 1-- &I, N 16 K 6 JOISTS 24" O.C. 1 CA \ OPY FRAY E FD \ I w b' — �` ,,, x 1I co Ij 6 K 6 JOISTS 52 1 /2" = 1 '-0 L u © 24" O.0 1 3 a ! j =__= 9 �10� 1 ri ® j 3/ 1 4 73 W 10X33 I W 10X33 w 16 x 26 w 18 x 60 T w 18 x 60 W 1 �� ANACORTES HEALTH CLUB - 6 X 26 1609 'R' AVENUE ' / 4 / COLUMN I � IIIII W 1 1 � COLUMN ANACORTES WA CANOPY COLUMN W/ �II , 88273 TYP CONT j SLAB HAIRPIN, MC 12X10.6 W/ / IIIlli j MC 12X10.6 W/ VEZZA\ NE HAY NG 9LA\ MARC YOUNGBERG i360) 293-30E CONC FTG ' SEE DETAIL 1 /S2 1 " DIA BRACE W 12X14 — 1 " DIA BRACE SCALE: 1 /8" = 1 '-0" TYPE "B" DECK, W 5X16 ALAN N. PE CONTRACTORRKES CONSTRUCTION 22 G + 1 1 /2" X 22 GA BLDG COL 17713-3 DUNBAR ROAD AND WALL - E\ TY CA\ ODY MOUNT VERNON WA 98273 L---- -1 *--- F� AV \ G PLAN (360) 428-0255 SCALE: /8" = 1' 0" EDGE OF • CONC SLAB cD N P 0 O Q Q 0 9 15O' 0° EO EO / / 25' 0" 25' O" 25 O" 25' O" 25' 0" 25' 0" O / 5'-0" / I { 00-245 ÷I F'KUJt(; I NUMEitR: 2 - CA \ 03Y PANE FDV I: 1( REVISIONS: 52 / 1 /2" = 1 '-0" 2 FEB. 1, 2001 s1 ! st L CANOPY COLUMN W/ MTL BLDG COLUMN W/ , SLAB HAIRPIN, I SLAB HAIRPIN, 3 I I 5-1/2" CONCRETE SLAB-ON-GRADE TYP I SEE DETAIL 1/S2 SEE DETAIL 2/S1 s1 REINFORCE W/ # 4 @ 18" O.C. EA. WAY, I In I I SEE 1 /S1 FOR CONTROL JOINTS I 7i , i 1 1 1 Hi _:CII I C I I I � i F 5.0 • 5-0" SQ X 14 IN. THK W/ IGii I (5) # 4 EA WAY IIC!V ' \ I I F5.0 F5.0 I F5.0 F5.0 LJ -i -. � - — — — — I. --- - — — i ..— — I --1- I N I I I - J L I- J - - - - 1_._( SHEET TITLE: - L _'_ L _'_ L . STRUCTURAL NOTES / DETAILS I C-2 BRACED / EQ / EQ / i TS 4 X 4 X 1 /4 COL, FRAME, 0• a j USE 1 /2' X 10" SQ BASE PLATE , SEE DET 5/S3 5'-0" I I ! 7r_ �1 1 ' W/ (4) 5/8" DIA ANCHOR BOLTS, TYP. F 3.0 I / / 7 C 1 F 4.0 ! ;�- ' C 1 ; . I , t= - r- .- r -i- 3' O" SQ X 12 IN. THK W/ �j —_ _._ _-,'�I _ _-- I — _ r — i (3) # 4 EA WA`( H CANO Y PAVE F� I� /z� �' I I ! lill S2 1 /2" = 1 '—O" .sly 1 Ir1i I F 3.0 - 1'F_ F .0 L -i- J ( I I I I� F5.5 I F5.07 r i o ' 4'-0" SQ X 12 IN. THK 1 L _'d W 5 6 ' SQ X 16 IN. THK W/ F 3.0 ATV CAANGIE re? THE APPROVED PLANS At F r -1! i BRACED / (6) # 4 EA WAY APPRo4' C FAY T9 EH EA of ICIA4, I p --i =_ L j FRAME, _i (3) # 4 EA WAY i II SEE DET 5/�3 C_1 BRACED TIM GOODMAN 1 '-6" WIDE X 12" THK ' 1 I n TS 3 X 3 X 5/16 COL FRAME, E PROJECT ARCHITECT: CONT THK'D SLAB FTG W/ I II F 3.0L TYP 8 PLACES THIS LINE, SEE DET 5;/S3 �i --'; GREGG GOEDEKE (2) # 5 CONT i 1 A USE 1 /2" X 8" SQ BASE PLATE r DRAWN BY: , BRACED �s2/ LI FRAME, W/ (4) 5/8" DIA ANCHOR BOLTS, TYP., ' ' i GREGG GOEDEKE �L SEE DET 5/S3 COL 9" OFF GRID, TYP CHECKED BY: �T _ -- --- .__ . 1I -- — — T \L L� r _ F - - - - -- - O DATE A EUARY 12, 2001 L _ _ LI L EO \ SAT ON PLAN C:\DATA\00\245\920 S2 S2 COMPUTER FILE NAME SCALE: 1/8" = 1'-0" .,!!!_sly I COPYRIGHT 2001 CARLfTTI ARCHITECTS, P.S. • GOEDEKE 1 -1 /2" X 22 GA ENGINEERING 17119 SE 4 I METAL ROOF DECK. Court 2C:3 ss 1 /4" CAP PL USE L3X3X1/4 SUPPORT SEE DETAIL 2/S3 seos w 10X33 ° DIA Roo ANGLE AROUND PERIMETER, EGG GO9, COLUMN s3 W10X33 / 6 WELD 3/16" FILLET, Csil 4-of "'ser a a'-11' 10" b COLUMN 71/4° 12" O.C., 2" LONG, STAGG'D w , �� W 12X14 BEAM, / / 10 W 12X14 ���` MC 12X10.6 +� /!_�:' ' SEE ARCHTL FORN,41 — BEAM +a sz ,g GUTTER REOMNTS _� tcrut�0�" 1/12/2001 —I EXPIRES: 10/28/2002 111 (;)3 3/8" PL t.. �1-1/2" X 22 GA TYPE B DECK 1.111=11 OVER W 5X16 PURLIN, TYP o /4„/ COL BMETEYOND s12 1 " DIA ROD W/ W5X16 DECK JOIST W/ W12X14 BEAM W/ # 3 CLEVIS L6X3-1/2X5/16X2-1/2" LONG. 5/16 E 3"X9" SHEAR PL�l WELD 3-1/2" LEG TO MC12, WELDED TO COLUMN BOLT 6" LEG TO W5 W/ W/ (3) 3/4" DIA BOLTS (2) 3/4" DIA BOLTS, HORIZ I THRU BEAM EXTENDED PAD FOOTING 2 C A \ O R Y DETAIL ' `T D @ CANOPY COLUMN C A O Y = T A I L — J� 5333� 1 " = 1 '—O„ 3/ 1 " = 1 ' 0" ANACORTES HEALTH CLUB 1609 'R' AVENUE 1 CANOPY FRAME SECT ON ANACORTES WA 98273 ,S3 1 /4" = 1 '-0" 5/16XX0,69BEAM SHE R/ PL MARC YOUNGBERG (360) 293-30E W10X33 WELDED TO COLUMN COLUMN 5" COMP CONC FLOOR W/ 1/8" Pr 1 " W/ (2) 3/4" DIA BOLTS 3/8" STFFNR PL L5X5X14 GA CLOSURE ANGLE CONTRACTOR STEEL BEAM, — THRU BEAM EA SIDE AL5-1/2" COMPOSITE CONC FLOOR SEE PLAN OVER 2-1/2" JOIST BEARING, L2 1/2X2 1 /2X3/16 177A3 BN N DUNBARS ROAD STRUCTION TOP OF CONCRETE 12'-0" A.F F. STEEL BEAM SHEAR ANGLE BETWEEN el 1 1 /2" X 22 GA SEE PLAN MOUNT VERNON WA 98273 I .— METAL3ROO F DECK.4 1616 K JOIST —III JOISTS, WELD W/2" FILLET (360) 428-0255 E.S. © EA END USE h �` 44 ANGLE AROUND PERIMETER, 1 ass/ I / ' 1 WELDO.C/16 LILLET,ONG STAGG'D TS COL, SEE PLAN, 2 WF BEAM STEEL TUBE W12X14 BEAM W/ 1COLUMN. 3/4" THK CAP PL, 5/16' X3"X9" SHEAR PL WIDTH BM FLG W/N WELDED TO COLUMN - W5X16 DECK JOIST W/ 3/16" � 2 3/4" DIA BOLTS �ss ��' i rs3x3x1/4 W/ (3) 3/4" DIA BOLTS L6X3 1/2X5/16X2 1 /2" LONG. O ADIAG BRACE THRU BEAM WELD 3-1/2'1 LEG TO MC12, �8\ I I BOLT 6" LEG TO W5 W/ \S3/ �` �S 3�I\ i TONO FLR/FDN (2) 3/4" DIA BOLTS, HORIZ �- WE BEAN @ COL 10 ,< JOIST @ 3 E A V �KOUJtG I NUME3tR: 1 " = 1 '-0" S 3 1 „ = 1 '-0„ � VARIES I • E3) C A G Y DETA L REVISIONS: FEB. 1, 2001 15 BRACED FRAME \S3 1 /4„ = 1 '-0„ 1/2" THK CAP PL W/ 5" COMPOSITE CONC FLR (6) DIA BOLTS, STEEL BEAM © BOTT OF + WIDTH 3/4" PLATE DECK WHERE JOISTS ARE OWIDTH OF BM FLG PARALLEL TO BEAM :� 1/2" THK BASEPLW/ (4) 3/4"H DIA X 8" EMBED ,' X-. ANCHOR BOLTS, BEAR ON SEE DET 6/S3 STEEL BEAM, 3/8" CONNECTION PL �i 1-1/2" POURABLE GROUT FOR TYP INFO SHEET TITLE: THRU TS DIAG, WELD SEE PLAN W/ 1 /4" FILLET, TYP % %;' STRUCTURAL NOTES / DETAILS z SEE 6/S3 FOR TYP INFO _ F.2 illii TS3X3X1 /4 DIAG 1 BRACE W/ 1 /2" DIA '" \ A 'jar - Hiik TYP 4 I ERECTION BOLT, SIDES ) 1/4'> A FIELD WELD, TYP TOP OF CONC 4 SIDES FLR/FDN ANY CHANGES + , 1' APPrOVED PLANS MUST BE APPROVED BY THE BUILDING OFFICIAL SLOT TUBE STEELS © CL OVER 3/8" THK � � BRACED FRAME DETA L ( a BRACED ERANE DETAIL KERF PLATE S3 1 ' = 1 '-0" TIM GOODMAN S '�j " = 1 '-0" PROJECT ARCHITECT, GREGG GOEDEKE DRAWN BY: 6 SPACED ERAVE DETAIL !?. GREGG 1 " = 1 ' 0" GOEDEKE CHECKED BY: JANUARY 12, 2001 DATE CADATA\00\245\930 COMPUTER FILE NAME COPYRIGHT 2001 CARLETTI ARCHITECTS. P.S. — — -- - GENERAL NOES aim <ISTING IR Y A — -- ry =� 5 GAS STD — 1 �. _ - -"� REMOVE CF-I-T� �ORT16 1 . ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH SKAGIT — _ 1LTER fENG' ���~ COUNTY ENGINEERING DESIGN AND DEVELOPMENT STANDARDS, - _ _ P � _ WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AMERICAN PUBLIC WORKS ASSOCIATION 1998 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, THE CITY OF - �f - - - - - - 1 ANACORTES STANDARD PLANS AND SPECIFICATIONS, AND THE 1989 W.S.D.O.T. HYDRAULICS MANUAL. X X \ GAS - r <�\� � �} � 2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO \. INSPECTION BY THE CITY ENGINEER OR HIS DESIGNATED 0 1 OP) \ R 20 �� �� , REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT THE CITY PUBLIC WORKS DEPARTMENT AT '�`- - SDCB PAFth:iNG ISLAND NOT � ' /� `�> --1 (360) 293- 1919 TO SCHEDULE A PRECONSTRUCTION CONFERENCE. .f yxe rx +,fir G' I L/ „> OP 17. 1 A � LOCATED THIS SURVEY 3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, s} �� � —.- t.:FL EL 1 G.30 _ OR GRADING, THE SITE CLEARING LIMITS AS SHOWN ON IE 1 CPP (N ) 1 9 � <G t, , t i,o r 1 � � IE 1 ? PVC ( W)-- 13. 9 ) FI_ E{_ -16 � THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE Z � � �T PROJECT ARCHITECT/ENGINEER 4" PVC ' LANDSCAPE ,-../' ! �K . �X CFL EL.. 16. 1} / 4. THE OWNER IS RESPONSIBLE FOR ENSURING WATER QUALITY DURING W TIGHTLINECfl�4� ` 4JA _._� CFI_ EL 1C 3 CONSTRUCTION, 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE yCJ �� ,br�' / WHENEVER CONSTRUCTION IS IN PROGRESS. m PRO��ED FOOTPRINT OF R 3. 5Ik f , < h i 1 �� ` 6. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN r ANACORTES HEALTH CLUB � � 37 \ _ ACCORDANCE WITH THESE APPROVED PLANS ANY DEVIATION FROM o r v'4'A(_ THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, y X— 1 ` _ "1 ENGINEER AND APPROPRIATE PUBLIC AGENCIES. L m _. __"" f 7. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN z z ww CFL ` i 16. 3 r — ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE o 3 TOP OF FINISHED FLOOR X '\ RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE o o n 7.1 SI EWALK J ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE 3" SCHEDULE $O TO BE @ 17. 50 ---- RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY i� C 0 THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER I DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON m e J MAINTAIN MINUMU 12 OC _ _ WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. N z - _ "X �� - ~-- ----- f THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES Q�° W HORIZONTAL & VERTICAL cc LOCATION SERVICE (1 -800-424-5555) AT LEAST 48 HOURS PRIOR s F� F SEPERATION W/SS EXISTING SAW CUT TY - TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE g ° w c ALWAYS BELOW WATEF --- - _ ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICTS ARE FOUND. WATER 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE 1 - 1 /2 PVC SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, / AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH I AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE Z o 7.00 Sr } �`- ;��} --- -__.___ CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT c MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST i \ PUMP STATION I j ` -1 \ ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL Z aN Q ]� \ SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS W �, , CD 1 -07.23 - TRAFFIC CONTROL SHALL APPLY. Z V 2O 9. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL 7. 15' X ', ti ' z` Lout d -- ,� I `\ TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE Z ZN - `y---~--- - - i 1 ALLOWED WITHOUT PRIOR CITY OF ANACORTES APPROVAL. W a 00 r L U> - , 10. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO 20 ;` ' w F INI'5H GRADE A. C. PAVEM NT l INITIATING WORK, THE CONTRACTOR/OWNER SHALL NOTIFY W , � 6 �3 ------- SCHEMMER ENGINEERING INC. AND THE CITY ENGINEER WHEN w �, �.. CONFLICTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. W oU CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH = 0 0 20' X X - -- __ - -- - CONSTRUCTION. ❑ N Q0 a 11 . UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE _.._. __.tea•,,;________.._ �. _.._ I WSIDEWALK C' RESPONSIBLE FOR COORDINATING ANY UTILITY RELOCATIONS. ` LEGEND: 0 ` b. X =EXISTING --- — -- ---- - -- \ 4,`,• _ HATCH' DESIGN LANDSCAPE � ' \ \, ��3 -�_ /HATCH = NEW ASPHALT SURFACING R 3.5 SAW" C'u (TYP) --- f - y2 APPROVED CONSTRUCTION LU - RO ED FOR N - _ X \ R M0� TkS PORTlG CITY ENGINEER DATE _ `; . I "1 f 4 1 4 4 Y tr P 4. R II_ APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN J f ° + r W X Sri ��"x.rc,.."`".=nds«..��- .w.r�mr'm.v'>�..:.. � ._. r (.' �� 1 i, r ' rc 11 , { y t 1' r �r 1 •��Y,� +, ' � e,y � w.;v^ y t 1 Ij i`� CALL 48 HOURS w 751 W W Z �—� — - BEFORE YOU DIG L J 1 -800-424-5555 O O fl .— _ f, - -- W s' Q Q Z Z JOB NO. , *F` � b0 t37 Nam now .a;', s Y - ANY c BE wY•,,y+ q E CAD FILE: LLBATEST.DWG PLOT DATE 1 OF GRIND AND REMOVE TAPER 4" CONCRETE 2" NEW ASPHALT TO ALLOW 2" NEW ASPHALT SIDEWALK FINISH FINISH GRADE TO "R" AVE. 1 % TESC NOTES 4 ' a 0 0 0 0 0 0 0 0 0 0 0 00 0 3" ATB (EXIST) 1 . APPROVAL OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) ELEMENTS SHOWN ON EXISTING PLAN DO NOT CONSTITUTE AN 3" ATB (EXIST) APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN. GRAVEL BASE 2. THE IMPLEMENTATION OF THE TESC ELEMENTS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE TESC FACILITIES IS SECTION A — A 8c ENTRANCE SECTION B — B THE RESPONSIBILITY OF THE APPLICANT/TESC SUPERVISOR UNTIL ALL NOT TO SCALE NOT TO SCALE CONSTRUCTION IS APPROVED. 3. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR m OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE z THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE C SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. > W 4. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS d FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS. } m GRIND AND REMOVE TAPER 5. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/TESC TO ALLOW 2" NEW ASPHALT SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. c BUILDING FINISH GRADE. 2" ASPHALT EXIST WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE WET SEASON (OCT, 1 TO MARCH 31 ) AND OF J m MONTHLY REVIEWS DURING THE DRY SEASON (APRIL 1 ' TO SEPT. 30). 4" CONCRETE SIDEWALK 3" ATB (EXIST) 3" ATB (EXIST) 6. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT z z Y 1 WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN Wo 1 % DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED ° ° ° t it III WITH APPROVED TESC METHODS SEEDING, MULCHING PLASTIC COVERING, =LI1=1 —I <1 ETC.). �� o III=III—III ° o O ° ° �% o III 7. ANY AREA NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, 0 2 SECTION D — D SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. ' y GRAVEL BASE 8. AT NO TIME SHALL MORE THAN ONE (1 ) FOOT OF SEDIMENT BE ALLOWED TO �� �� o 0 NOT TO SCALE ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND e `� CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING s p`4 F OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE ! W c SECTION C — C DOWNSTREAM SYSTEM. NOT TO SCALE 9. SPECIAL INSPECTION FOR EXCAVATION, GRADING AND FILLING IS REQUIRED IN ACCORDANCE WITH 1997 UBC SEC 30 (A) 13. 10. FINAL REPORT (AS BUILT DRAWINGS) SHALL BE SUBMITTED TO THE CITY OF ANACORTES UPON COMPLETION OF WORK IN ACCORDANCE WITH THE CITY OF ANACORTES AS-BUILT REQUIREMENTS. U TYPE F-1 CEME Z 4o CONCRETE BARRIER CURB ('3 OR EXTRUDED CURB (TYP.) Z a TYPE F- 1 CEMENT CC ` ' `V CONCRETE BARRIER CURB IJJ o OR EXTRUDED CURB (TYP.) LANDSCAPE PARKING LOT LU U' `,.° LEGEND: FILTER FENCE BMP E-3.10 Z w 1) 1=111=III=III=III=11I 2 ASPHALT Z 4" CONCRETE PARKING LOT III-ICI-ICI-�=1�I= Z' WC`4 SIDEWALK 2" ASPHALT I =III-III-III-III 3 AT XI T W 00 —III�II1=1I1= cc Q W 0 0 0 0 0 0 0 0 0 0 3 AT XI � w GRAVEL BASE SECTION F- F w oLi NOT TO SCALE SECTION E - E ❑ v NOT TO SCALE a SEAL 1 /2" DEEP HOLE W/ MORTAR f- 2-#3 REBARS D V p Q TYPE F- 1 CEMENT - N I N U CONCRETE BARRIER CURB #6 @ 2 -6 z U. OR EXTRUDED CURB (TYP.) LONG 2^ ILO m LANDSCAPE g 00 mZ J 4" CONCRETE g„ 6 `�j2 � 0 V SIDEWALK 1=1I Ed I III I I-1I1- _III SECTION M= I1 I ILI1111 11=1 Q GRAVEL BASE � 2/ .� SECTION G- G a = NOT TO SCALE in N W W 1 v Im cc (n O O _ N < U U Q Q Q I- 9" 1 /4" APPROVED FOR CONSTRUCTION z Z W PRECAST CONCRETE WHEEL STOP CALL 48 HOURS NOT TO SCALE BEFORE YOU DIG JOB NO. 1 -800-424-5555 00-137 CITY ENGINEER DATE SHEET APPROVAL EXPIRES ONE YEAR FROM DATE SHOWN C2 2 OF 2 CAD FILE: ANAHEALTH.DWG PLOT DATE: C kRLETTi AFcH1TECTS P.S. 2204 Riverside Drive Suite 270 Mount Vernon, WA 98273 Phone: (360� 424-0394 Fax: I360 424-5726 2 3 4 5 6 7 LEGEND ® RECESSED 2X4 FLUORESCENT TROFFER, ACRYLIC LENS 13 TUBE T8 LAMP W/ ELEC. BALLASTI PROVIDE ELEC. FOR , PROVIDE ELEC. FOR PROVIDE ELEC. FOR ® RECESSED 2X4 FLUORESCENT ACRYLIC LENS CONDENSOR AS REQ'D. HVAC GAS PACK HVAC GAS PACK 12 TUBE T8 LAMP W/ ELEC. BALLAST) SIGN CIRCUIT I( I GAS HWT 1 aPa AS REQUIRED AS REQUIRED O caa RECESSED 2X4 FLUORESCENT PARABOLIC ON TIME CLOCK I� o a PUMP RECIRC. ® 13 TUBE T8 LAMP W/ ELEC. BALLAST) W/80WNERIFY 0 PUMP ACI acz SURFACE MOUNTED 2X4 FLUORESCENT ACRYLIC LENS �A - --- - A ANEW FACILITY FOR: ® WRAP AROUND 12 TUBE F LAMP W/ ELEC. BALLAST) P - �_ ry.y -- e + 1609ANA R AVENUE HEALTH CLUB �� EXI ems © ' r - - ELEC MAIN SWITCH GEAR 1609 R AVENUE 8 FT. FLUORESCENT W/ EGGCRATE SOFFIT ��` ''�� 1 ��� ( �O�I (EL 400 12C. BALLAST) © L- PHONE 1 6 CT CAN WEATHER PROOF O 400 WATT HIGH BAY METAL HALIDE PENDANT FIXTURE —=J ANACORTES, WA. 98221 I BOARD I [�I� ENCLOSURE SUSPEND FROM STRUCTURE ABOVE W/ UNISTRUT AS 44. xo,r+ys RUN CONDUIT FROM ELEC. - REQUIRED. SWITCH GEAR FOR FUTURE G.F I. PANEL j1I LIT SIGN SWITCHED 0 RECEPTION MARK YOUNGBERG (360) 299-3068 ll "� � 44' --� Iy.��dxrz:n l 0 400 WATT LOW BAY METAL HALIDE PENDANT FIXTURE >L SUSPEND FROM STRUCTUR ABOVE W/ UNISTRUT AS `'� G.F.I. I r REQUIRED 44' 220 V i la __ CONTRACTOR: C 75 WATT PENDANT FIXTURE A.F.F. 0 44' (THOMAS LIGHTING STRATUM M 2531-31 OR SIMILAR OR A.F.F. s� ,w ALAN N. PERKES CONSTRUCTION THOMAS LIGHTING STRATUM SL 8210-42 OR SIMILAR) HAND — -- 17713-B DUNBAR ROAD :j 26 WATT CIRCULAR SURFACE MOUNTED FLUORESCENT DRYER 220 jr- 0 MOUNT 8-0255. WA. 0 44'— - _ 75 WATT SAUNA SUPPLIED LIGHT .44' G n"`m '° _ (360) 428-0255 q� HAND _ C u A.F.F. DRYER n l ti 150 WATT METAL HALIDE SURFACE MTD. SWITCH - - �j1 --- .44' .F F i (� 150 WATT METAL HALIDE WALL PACK .72 TYP ® OWNER SUPPLIED SPEAKER. PROVIDE WIRING ONLY A.F.F. C PA. SPEAKER FOR PAGING/MUSIC SYSTEM TV pP WIRE BACK TO TUNER/CD PLAYER e LAUNDRY VERIFY W/ OWNER ROOM VERIFY W/ OWNER .44' POWER REQO DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE 44' .44' 0 G.F.I. FOR TANNING BEDS EXIT W/ BATTERY BACKUP A F F. G.F.I 00-245 .48' COMBINATION EXIT SIGN/EMERGENCY LIGHTING TYP. x - - - - -- } EX]T WITH BATTERY BACKUP HARDWARE w CONDUIT •44 Ii O LOCATION }�- d R FLOOR BOX OR REVISIONS: EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE A.F.F. FOR FUTURI' —^ I `I POWER POLE p 48' �' MEZZ `_. VERIFY W/ OWNER CEILING FAN .48' A.F.F �� �_ >3 A.F.F t TV PANEL •44'A.F.F. ELEC TV 0 G.F.I. CHA3t CHASE NOTE: --- - 1. LOCATE ALL DIFFUSERS d RETURN AIR GRILLES •72' A.F.F. s � 31 - w _ SO AS NOT TO INTERFERE W/ LIGHTS -72' MICROWAVE g = § „ FLOOR BOX OR A.F.F. 220V i' -- �S z s POWER POLE g VERIFY W/ OWNER UB- PANELiT- - � TV� EXI PROVIDE ELEC FOR PROVIDE ELEC FOR / P SHEET TITLE: WP �•11'-6' PROVIDE ELEC. FOR HVAC GAS PACK HVAC GAS PACK SIGN CIRCUIT A.F.F. 12) FURNACES LOCATED AS REQUIRED cP AS REQUIRED ePz DATA/PHONE/OUTLET PLAN ON TIME CLOCK, ON MECH. PLATFORM ABOVE! C. 0 if-6- VERIFY W/ OWNER C;IAAG OUTLET PLAN V'TAPP �5 '0THEAP-- I. X•Ergb� rNE stri blVtO ¢` I SCALE: 1/8'•1'-0' TIM GOODMAN PROJECT ARCHITECT: TIM GOODMAN DRAWN BY: PETER CARLETTI CHECKED BY: JANUARY 9, 2-GGO DATE C:\DATA\00\245\E2.0 COMPUTER FILE NAME 2 0 COPYRIGHT 2000 CARLETTI ARCHITECTS. P.B. QkRLETTB ARCHITECTS M. archk9=9 A p4nn pog 2204 Riverside Drive Suite 270 Mount Vernon, WA 98273 Phone: �3601 424-0394 Fax: 360 424-5726 5 LEGEND 6.o � ANEW FACILITY FOR: ANACORTES HEALTH CLUB ® 1609 R AVENUE E RECESSED 2X4 FLUORESCENT TROFFER, ACRYLIC LENS — 13 TUBE T8 LAMP W/ ELEC. BALLAST) A XI RECESSED 2X4 FLUORESCENT ACRYLIC LENS O 0 -0 O 12 TUBE T8 LAMP W/ ELEC. BALLAST] ANACORTES, WA. 98221 RECESSED 2X4 FLUORESCENT PARABOLIC 13 TUBE T8 LAMP W/ ELEC. BALLAST] 2 MARK YOUNGBERG 13601 299-3068 SURFACE MOUNTED 2X4 FLUORESCENT ACRYLIC LENS WRAP AROUND (2 TUBE T8 LAMP W/ ELEC. BALLAST) 0 0 8 FT. FLUORESCENT W/ EGGCRATE SOFFIT o--- J-- jELEC. BALLAST) 0 CONTRALTO 400 WATT HIGH BAY METAL HALIDE PENDANT FIXTURE ALAN N. PERKES CONSTRUCTION SUSPEND FROM STRUCTURE ABOVE W/ UNISTRUT AS OO 17713-8 DUNBAR ROAD REQUIRED. MOUNT VERNON. WA. 400 WATT LOW BAY METAL HALIDE PENDANT FIXTURE o-- 0 SUSPEND FROM STRUCTUR ABOVE W/ UNISTRUT AS - (3601 428-0255 REQUIRED O 75 WATT PENDANT FIXTURE ® 0 (THOMAS LIGHTING STRATUM M 2531-31 OR SIMILAR OR —J g ; THOMAS LIGHTING STRATUM SL 8210-42 OR SIMILAR) g 26 WATT CIRCULAR SURFACE MOUNTED FLUORESCENT © 75 WATT SAUNA SUPPLIED LIGHT ® 150 WATT METAL HALIDE SURFACE MTD. l oP C $ SWITCH HARDWIRE O 00-245 150 WATT METAL HALIDE WALL PACK FOR NIGHT PROJ LIGHT OWNER SUPPLIED SPEAKER. PROVIDE WIRING ONLY H P.A. SPEAKER FOR PAGING/MUSIC SYSTEM 1 w \O WIRE BACK TO TUNER/CD PLAYER 0 LAUNDRY O O O O REVISIONS: ROOM. VERIFY W/ OWNER. Q 0 DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE EXIT W/ BATTERY BACKUP D O 1,2;3 COMBINATION EXIT SIGN/EMERGENCY LIGHTING .30 EXIT WITH BATTERY BACKUP HARDWARE -- EMERGENCY LIGHTING W/ BATTERY BACKUP HARDWARE OO OS CEILING FAN O 0 NOTE: 1. LOCATE ALL DIFFUSERS 6 RETURN AIR GRILLES SO AS NOT TO INTERFERE W/ LIGHTS EXI EXIT T T — — — _ — — — __ . -_- -- SHEET TITLE: E _ i ® REFLECTED CEILING PLAN REFLECTED CEILING PLAN SCALE: 1/8'=1'-0' ANY CNA9v'• c- ` 8E APPRt)Vr-O By THE B l 'fl)INr OFANS MUST ICIAL„ TIM GOODMAN PROJECT ARCHITECT. TIM GOODMAN DRAWN BY: PETER CARLETTI CHECKED BY: JANUARY 9, 2000 DATE C:\DATA\00\245\E2.1 COMPUTER FILE NAME - 2 . 1 COPYRIGHT 2000 CARLVTTI ARCHITECTS. P.S. EQUIPMENT & COMPONETS GAS FURNACE SCHEDULE HVAC NOTE$ FD FIRE DAMPER SYMBOL SERVES MAKE & MODEL IN OUT AFUE CFM OSA ESP ELECT AMPS LHS REMARKS RECTANGLER DUCT SIZES SHOWN ARE FREE NET AREA DIMENSIONS, INCREASE DUCT SIZES SFD SMOKE/FIRE DAMPER TO ACCOMMODATE LINER, ALL AIR MOVING EQUIPMENT SHALL HAVE A MINIMUM OF 8 FT OF CRD CEILING RADIATION DAMPER LINER ON THE INLET AND OUTLET. ALL SQUARE ➢UCTING FOR GP1,GP2,GP3 & GP4 SHAH BE BDD BACK DRAFT DAMPER FI ENTRY ZONE YORK P311HC16N07501 80 MBH 75 MBH 91% 1600 462 .5 l35/60/t 12 155 ECONOMIZER INTERNALLY SOUNDLINED. EXPOSED INTERIOR DUCTING SHALL BE SPIRAL PIPE SD DUCT SMOKE DETECTOR - CONSTRUCTED TO SMACNA STANDARDS. ~ F2 CENTER ZONE YORK P3➢HC16NO7501 80 MBH 75 MBH 91% 1600 423 5 115/60/1. 12 155 ECONOMIZER ALL CONNECTING DUCTWORK SHALL HAVE A FLEXIBLE DUCT CONNECTION. A—H 11 EQUIPMENT TAG MUI LOCKER/BATHS REZNOR HXE 125 125 MBH 100 MBH soy. 1600 752 .4 115/60/1 295 SS EXCHANGER (E-3), SPK IGNITION, 2 STAGE INSULATE ALL DUCTING OUTSIDE THE CONDITIONED SPACE TO A MINIMUM R-7. EXTERNAL CONTROLS GAS CONTROL, FILTER RACK, AIR CONTROL DUCTING TO HAVE R-7 MINIMUM SOUNDLINER. 1 PACK (AR15) SEE CONTROL NOTE, 1/2HP 810RPM INSULATE ALL DUCTING WITHIN THE CONDITIONED SPACE TO R-3.3. M EXPOSED DUCTING WITHIN THE CONDITIONED SPACE NEED NOT BE INSULATE. N en I� ® THERMOSTAT SEAL ALL TRANSVERSE JOINTS ON DUCTS BETWEEN 112' TO 2' SR U 00 ® SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS ON DUCTS BETWEEN 2' TO 3' REMOTE TEMP SENSOR GAS PACK SCHEDULE . SE SEAL EXTERNAL DUCTING WITH WATERATER PROOF SEALANT. 3' MASTIC TAPE OR EQUAL ® MOTORIZED CONTROL DAMPER - TYPE) ~ ,-r SYMBOL SERVES MAKE & MODEL COOLING CAP EER IN OUT AFJJE CFM GSA ESP ELECT MCA LBS REMARKS ALL EQUIPMENT TO HAVE RUBBER ISOLATION (NON CORK . 0 3 v U AIR TERMINALS GAS PIPE REGULATORS SHALL BE MAXITRUL R4E225. VENTS ON INTERIOR REGULATORS GPI NAUTILUS- YORK 115 MBH 11.0 180 MBH 144 MBH 80% 4000 765 .2 208/230/3 51.2 1207 ECONOMIZER MAY NEED TO BE VENTED, CHECK SPECS. DIFFUSER/GRILLE DESIGNATION O NECK SIZE GP2 CARDIO YORK DH120N15A2AAAIA I15 MBH 11.0 180 MBH 144 MBN 80% 4000 765 2 208/230/3 S1.2 1207 ECONOMIZER SECURE T-BAR GRILLES TO SUSPENDED CEILING. ANY VISlHLE M£T AL BEHIND GRILLES AND OR D[FFUSSERS SHALL HE PAINTED BLK AIR FLOW CD = CEILING DIFFUSER GP3 AEROBICS YORK DH120NI5A2AAAlA 115 MBH 11.0 180 MBH 144 MBH 80% 4000 SD3 2 208/230/3 51,2 1207 ECONOMIZER AL SUPPLY, RETURN AND EXHAUST BRANCH DUCTING TO HAVE BALANCING DAMPERS./ Cx0 W RG = RETURN GRILLE POSITION BALANCING DAMPERS AT BEGINNING OF BRANCH RUN. MAX LT Fil EG = EXAUST GRILLE GP4 FREE WEIGHTS YORK DCGO60NO7925EC 59 MBH 10.0 100 MBH 79 MBH 80% 2000 530 ESP 208/230/3 27.9 700 ECONOMIZER I=. TG = TRANSFER GRILLE PER UNEXPOSED BRANCH RUN. EXPOSED DUCTWORK SHALL HAVE RI➢GIGI 8' OF F T CONNECTIONS. k N SG = SUPPLY GRILLE BALANCE SYSTEM AS PER AIR QUANTITIES ON DRAWING g�4 O A SR = SUPPLY REGISTER CONTROL NOTES Qp DUCTWORK & ACCESSORIES CONDENSING UNIT SCHEDULE N LOCKER ROOMS SYMBOL SERVES MAKE & MODEL COOLING CAP SEER ELECT MCA LBS REMARKS ADDITION CONTROLS WILL NEED TO BE ADDED TO MUl'S AIR CONTROL PACKAGE TO ACHEIVE THE FOLLOWING. �Q( ACT FI YORK MODEL H4DHO4806 48 MBH 12.3 208/60/1 32,1 235 SIZE LINE PER EQ. SPECS UNOCCUPIED MODE: MUI FRESH AIR DAMPER SHALL REMAIN CLOSED AND RETURN AIR ® SUPPLY DUCT UP/DOWN DAMPER 1007. OPEN, EFI SHALL BE DE-ENERGIZED. ON CALL FOR HEAT MUI HEATER AND RETURN DUCT UP/DOWN AC2 F2 YORK MODEL H4DHO4806 48 MBH 12.3 208/60/1 32.1 235 SIZE LINE PER EQ, SPECS FAN SHALL CYCLE TO MAINTAIN SPACE SET POINT. ® OCCUPIED MODES FRESH AIR DAMPER SHALL BE IN THE MININUM POSITION, FAN SHALL RUN TURNING VANES EFI SHALL E SHALL CYCLE TO MAINTAIN SPACE ENERGIZED SPEED.ON LOW POINT ON AL ON C ALL FOR HEAT M HEATERUI FOR COOLING FRESH AIRDA14PER INDOOR COIL SCHEDULE SHALL OPEN TO 100%, RETURN AIR DAMPER SHALL CLOSE, EFI SHALL BE ENERGIZED ON MANUAL VOLUME DAMPER (SEE NOTES) HIGH SPEED. MOTORIZED DAMPER SYMBOL SERVES MAKE & MODEL COOLING CAP LBS REMARKS GP1,GP2,GP3,GP4 & F1,F2 Cl F3/CS . YORK MODEL GFD048S-24 48 MBH 63 DOWNFLOW CONFIGURATION, FULL CASED COIL SADDLE TAKE OFF UNOCCUPIED MODE ECONOMIZER SHALL BE IN THE CLOSED POSITION AND FAN C2 F2/C2 YORK MODEL GFD048S-24 48 MBH 63 DOWNFLOW CONFIGURATION, FULL CASED COIL DE-ENERGIZED. UNITS SHALL CYCLE TO MAINTAIN SPACE SET POINT. SPIN IN TAKE OFF OCCUPIED MODES ECONOMIZER SHALL BE IN THE MININUM POSITION AND FAN ENERGIZED ON CALL FOR HEAT UNIT SHALL CYCLE TO MAINTAIN SPACE SET POINT. ON CALL FOR COOLING THE ECONOMIZER SHALL BE USED FOR IST STAGE COOLING. BELL TAKE OFF EXHAUST FAN SCHEDULE ECONOMIZERS (GENERAL) SYMBOL SERVES MAKE & MODEL CFM ESP RPM MOTOR ELECT I TYPE LBS REMARKS OPERATION AIR ECONOMIZERS SHALL BE OF AUTOMATICALLY MODULATING OUTSIDE AND SHEETMETAL DUCTWORK 10 X 8 RETURN AIR DAMPERS TO PROVIDE 1002 OF THE ➢ESIGN SUPPLY AIR AS OUTSIDE AIR TO EFI BATH/LOCKER GREENHECK GB-130-5 861/1600 .08425 1140/1725 1/2 HP 115/60/1 DOME 210 BID, CURB , SEE CONTROL NOTES REDUCE OR ELIMINATE THE NEED FOR MECHANICAL COOLING. — —� FLEXIBLE CONNECTION CONTROL: AIR ECONOMIZERS SHALL BE CONTROLLED BY A CONTROL SYSTEM CAPABLE OF EF2 TANNING GREENHECK GB-90 400 25 860 1/4 115/60/1 DOOM 30 CONTROLLED FROM T-STATS DETERMINING IF OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDINGS C13OLLING LOADS, FLEXIBLE DUCT, 8'-0' LONG MAX EF3 LOBBY BATH GREENHECK SP-6 50 .25 1500 - 115/60/1 CEILING 10 INTERLOCK WITH LIGHT SWITCH SMOKE CONTROL ALL SYSTEMS MOVING AN EXCESS OF 2000CFM HAVE A DIRECT EXIT TO THE EXTERIOR CEILING SUPPLY DIFFUSER EF4 LAUNDRY GREENHECK SP-9 130 .25 1050 - 115/60/1 CEILING 10 INTERLOCK WITH LIGHT SWITCH WITHIN 100'. SHUTOFF FOR SMOKE CONTROL IS NOT REQUIRED. CEILING RETURN GRILLE ® CEILING EXHAUST GRILLE CONTROL SCHEDULE _ SYMBOL MAKE & MODEL DESCRIPTION REMARKS C] J T HONEYWELL T7300 SERIES PROGRAMMABLE NIGHT SET BACK WITH S CONFIRM LOCATION VITH.OVNER Q DEGREE DEAD BAND � W 3 ABBREVIATIONS T1 HONEYWELL LINE COOLING LINE VOLTAGE COOLING STAT HIGH VOLTAGE STAT, CONTROLS EF2 U CFM CUBIC FEET PER MINUTE S R13BERTSHAW MODEL 500-503 MANUAL THERMOSTAT COOLING ONLY, 120V CONFIRM LOCATION WITH OWNER. WIRED B Y Li m V ELECTRICAL CONTRACTOR (] " ::) LLJ COMB COMBUSTION AIR M HONEYWELL / GREENHECK DAMPERS DAMPERS AND ACTUATOR TO COMPLETE AS SET DAMPERS AS PER AIR QUANTIES ON W (y PER CONTROL NOTES PLAN �— U 13 COP COEFFICIENT OF PERFORMANCE U CV CONSTANT VOLUME 3 Q Z EER ENERGY EFFICIENCY RATIO AIR,TERMINAL SCHEDULE z Q Q 'FA FRESH AIR SYMBOL MAKE & MODEL DESCRIPTION REMARKS Q Z HP HORSE POWER SRI PRICE MODEL 5201) DOUBLE DEFLECTION, SURFACE MOUNTED SUPPLY REGISTER BORDER STYLE ( BLADE ORIENTATION (L) A) FASTENING (A) WHITE FINISH (Bl2) KW KILOWATT LBS POUNDS WEIGHT CDT PRICE MODEL 24 X 24 AMCD MODULAR CORE, T-BAR MOUNTED SUPPLY DIFFUSER WHITE FINISH (B12) MBH 1000 BTU/HR CD2 PRICE MODEL RC➢E ROUND CONE SUPPLY DIFFUSER WHITE FINISH (1312) W MCA MINIMUM CIRCUIT AMPACITY f CD3 PRICE MODEL 24 X 24 SMCD MODULAR CORE. T-BAR MOUNTED SUPPLY DIFFUSER WHITE FINISH (B12> Q Z OSA OUTSIDE AIR RG1 PRICE MODEL 530 LOUVER, SURFACE MOUNTED RETURN GRILLE BORDER STYLE (F) BLADE ORIENTATION (U F- FASTENING <A) WHITE FINISH (B12). U PH PHASE BORDER STYLE (TB) WHITE FINISH EdRG2 PRICE MODEL GOAL EGG CRATE FACE, T-BAR MOUNTED RETURN GRILLE (B12) SEER SEASONAL ENERGY EFFICIENCY RATIO SP STATIC PRESSURE RG3 PRICE MODEL 80 EGG CRATE FACE, T-BAR MOUNTED RETURN GRILLE BORDER STYLE (TB> WHITE FINISH (B12) CL ER STYLEV VOLTS RG4 PRICE MODEL 530D LOUVER, SURFACE MOUNTED RETURN GRILLE BORDASTENING (A)) WHBLAIT E OR ISHATION(B12)(L) DATE WPD WATER PRESSURE DROP EGl PRICE MODEL 80AL EGG CRATE FACE, T-BAR MOUNTED EXHAUST GRILLE BORDER STYLE (TB) WHITE FINISH 012) 12/18/2000 EG2 PRICE MODEL 80 EGG CRATE FACE, T-BAR MOUNTED EXHAUST GRILLE BORDER STYLE (TB) WHITE FINISH (B12) SCALE EG3 PRICE MODEL 80AL EGG CRATE FACE, SURFACE MOUNTED EXHAUST GRILLE BORDER STYLE (F) WHITE FINISH NA (B12) TG1 PRICE MODEL 530 LOUVER, SURFACE MOUNTED GRILLE BORDER STYLE A) BLADE ORIENTATION (U DRAWN, FASTENING (A) WHITE FINISH (B12) GLK JOB NO AIR DEVICE SCHEDULE NA SYMBOL MAKE & MODEL DESCRIPTION CFM REMARKS SHEET N0, LI GREENHECK MODEL FSJ-402 EXHAUST LOUVER SEE PLAN GALVANIZED FLANGED EXHAUST LOUVER RH1 GREENHECK MODEL FHI 3OX30 FRESH AIR INTAKE HOOD 4800 ALUMINUM ROOF "MATCHD HOOD, CURB 7❑ B➢D GREENHECK MODEL WD330 BACK DRAFT DAMPER SEE PLAN ALUMINUM BLADE, GALVANIZED FRAME 1 0 N O� M N U � o Z � z REG.WITHN 12' OF INLET.TYPE W x I�rj' N x M 1 t(T�s4'if,M>75k'''i1 rr��,� CD 4x To 7 9/4 GAS -AP TEE FOR FUTUR ® ® TO GPa \� FFl il lo• 24.. 16'• u'• 10'• _______________ i I- - 12'. RY T 1 2 ) I— M J ® Q 1412 Q LJ o. v = 3 ® w CYl vi ED x O a- H- Ury El O 3 z O w U a O x\�/xi3a\I Q c F- W ARL =1 EF4 ®'' 1a• Z MU1 �Y n•• 1 • r W y� cxs 314'GAS DATE, k "77 126 s4'GAs 1_ �.�s 12/19/2000 J O g o --- MED SCALE1 PRESSURE PE T ® GAS METER 1/8' PER FOOT 1 1 �i DRAWN, •� GLK JOB NO,GP2 O O O° NA — SHEET N01 M2 * 0 �I sY' r::l lrA4vr F e ,1 "IfS. APHROVED PLANS MUST BE APPROVED &—Y THE BUILDING OFFICIAL. Y I N Rnd pipe i I rn 2-1/2" Min strap width Sea( at roof jack V pNp 16, storri collar 1 z 8' Max ftex length l Re I-r < oo Gradual bend 3 O '4 0 z �l Paint interior black R� 1" clearance Ifr MEC RM NORTH NEW O 1B/IB C�' � Dbt wall gas vent 0 hFQ+ w W EIl ; M � Grille Connection Detail Gas Vent Detail Not to scale Not to scale A fV�t x I i 10' clear. RH1 Manufactures curb f/a to vents per pitch I BrackDraft damper I" EF2 S duct down EF1' i q• 11, lav Exhaust Fan Detail POP I Not to scale — — y o J I LJ F7 —1 v = 3 it w al vi o � � LLJ L,J J a U o 3o z L,_I U BackDraft damper I I Ex. Louver � / z w Return Air Grille Q- I Q- DATE, Min i8'-tt" for GP1 24/24 12/19/2000 RETURN 140e w, SCALE, RETURN/RELIEVE AIR DETAIL 1/8' PER FOOT 24M DRAWN: RETURN GLK JOB NO! GP1,2,3,4 RETURN/RELIEVE DETAIL NA Not to scale SHEET NO; M3e0 ANY CtIA CZs i BE APPRoVEC N r` O� i M t` N M n U OC a 3 � U z � 10' ar r ro vent RH1 i d cc) � EF2 i I EF1 I RE Id Cl C2 y mwr Id" Va I MECH RM SOUTH VIEW 10' clear. J F/A to vent R 11 W Adapt 1/2' Run vent/comb air to allthread to Structual by �j = 3 (� vi manufactures vent kit 1' pipe others o � � � hangers LLJ J 0� _ 2 f— U 0 w U a _ z Gas reg 18/18 Manufactures Q z Gas -re configuration Q Return down 7' VENT may vary on E 1 F 2 next to economizer set up furn's ° l, I z Conaesate C 1 C 2 ` - w to ram in 8/18 0 me room Q� a DATE 12/18/2000 SCALE 1/8' PER FOOT MECH RM SOUTH VIEW MECH RM NORTH VIEW DRAWN, Not to scale .Not to scale GLK JOB NO, NA SHEET NO: • ANY CHANGES To "HIE APPF2OVE17 ISLAN§ MUg-r E�F APPROVF-u E1Y THE BUILDING OFFICIAL: OGP3 OO GP4 ->rx' 0 ® o Za v rIZ ELI A 2 11'2" yTR 7-71/71 CARLETTI ARCHCTECTS P. c 3 c•� (�)z V lft archke=ure&plaeanhg i a,o• 1 - 2204 Riverside Drive Suite 270 Mount Vernon. WA 98273 ® v� EQUIP. AEROBICS Phone: l360II 424-0394 I Ift vTn $TOR. 116 Fax: 1360) 424-5726 ® 115 Ix I p 3" k - '�y FREE1 WEIGHTS WOM NS 114 111 TAN T 1 L3 J r ,,407 — O A NEW FACILITY FOR: F ANACORTES HEALTH CLUB 105 2" wias� 1609 R AVENUE ANACORTES. WA. 98221 - CARDIO � : Z•wz5� �� 117 MARK YOUNGBERG 1360) 299-3068 MULTI-PURPOSE ' R 06 T' o . — — — CONTRACTOR: — �� ALAN N. PERKES CONSTRUCTION Y 2" vta�l RETAIL -- 107 Gk'"` ""� — MOUNT D VERNON. ROAD 102 �I(, vr?, �I MOUNT RNON WA. NA TIL S 1360) 428-0255 U U 103LQ5BY STAFF IE 118 110 3" C Lean a" T Y rr —1 LOUNGE 1100 MASSEUSE IC 101MANAGER 108 109 � Ito T T r7l. 7 1 7 00-245 GPl O GP2 O REVISIONS: — —1 PLUMBING PLAN • SCALE: 1/8'•1'-0' _ SHEET TITLE: PLUMBING PLAN I ANY CHANGES TO THE APPROVED PLANS MU" SE APPROVED BY THE, BUILDING OFFICIAL "' PROJECT ARCHITECT: DRAWN BY: CHECKED BY: FEBUARY 7, 2000 DATE C:\DATA\00\245\P1.0 COMPUTER FILE NAME p - 1 . 0 COPYRIGHT 2000 CARIETTI ARCHITeCTS. P.S. 2 3 4 5 6 7 8 9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROOF VENT (SEE DETAIL) r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4" STD. CPE RISER ADJACENT All r ri-� TO COLUMN CD 8 ---PVC SCH RISER0(3) A A STEEL COLUMN METHANE CONTROL SYSTEM GENERAL LAYOUT INTERIOR /—FOOTING T­ -1I I i j DRY WALL K4 NAIL PLATE B B 4" PERFORATED 10 17- - -1 7 CPE (9) F SCH 80V 5 0 1 1 6 F_ SCALE IN FEET i L — \,2j-1 L -J 1 18 0 36 P�C 45 EL REINFO SECTION OF L — J F- CONCRETE F OTING L -J SCALE IN INCHES THICKENED SLAB LAE; Li CONT FOOTING FOOTING t 'u) �\-EMBED)ED 2.5" SCH 80 PVC CONNECTION 2 I I 0 1' MIN BETWEEN PERIMETER FOOTING DETAILL SEE ELBOW & COLUMN DETAIL OUTLINE D-1 C T C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PERIMETER FOOTING PENETRATION - - - 23' -10' -23' -10'---1-24' 10' 24' 1 O'� 2.5" SCH. NOTES 80 PVC RISERS 4" PERFORATED CPE (9)- 30mil PVC LINER 16oz GEOTEXTILE (2) 1. CONTRACTOR SHALL PROTECT SCREENED CPE FROM INFILTRATION 4"X2.5" 30 mill BATTEN 16 oz. COLUMN �—V DURING CONSTRUCTION WITH GEOTEXTILE WRAP OR MATERIAL AS REDUCER PVC LINER DRAIN ROCK (8) (SEE DETAIL) GEOTEXTILE (2) CONC SLAB-ON GRADE) APPROVED BY THE ENGINEER. BOTTOM OF SLAB B BLOCKOUT SCREENED DRAIN ROCK (8)­11 2. CONTRACTOR SHALL PROTECT AND MAINTAIN LINER INTEGRITY CONCRETE PE EMBEDDED 2.5" SLAB-ON-GRADE YST C- DURING CONSTRUCTION. EXPOSED LINER SHALL BE COVERED WITH 4" SCH. 810r4- C PE MIN ll GEOTEXTILE OR BURIED 6". SCH. 80 TEE rpvc ..... . PVC 90 EL 3. EACH RISER SHALL BE GROUNDED AND ATTACHED TO THE IEEE= COLUMNS SPACED 4' O.C. AS APPROVED BY ENGINEER. D D LO P 0 4 TE PERFORATED 4.GRAIN ROCK CPE CONTRACTOR SHALL INSTALL STANDARD NAIL PLATE OR OTHER •PERFORATED CP LMATERIAL AS APPROVED BY ENGINEER BEHIND WALL TO PROTECT 8 7- GEOTEXTILE RISER MEN= :BURY: LINERS :(2) THICK AND 1-1/2 TO 2" 5. THE BATTEN STRIPS SHALL BE 3/8 8oz WIDE STAINLESS STEEL, OR QNC PA G: . . . ALUMINUM. BATTEN Q D FT GEOMEMBRANE F.. 6. THE BATTEN STRIP SHAH BE FASTENED TO THE FOOTINGS USING bF. -3/4" STEEL EXPANSION BOLTS SPACED 12" D.C. 3/8" x 3 L4" STD. CPE \-EXISTING SAND . 1 -1. 1. . .... .. - IIL­DRAIN EXISTING SAND V4" CPE TO 4" SCH. 80 OR IMPORT FILL EXISTING SAND LBATTEN 7, NEOPRENE GASKET SHALL HAVE MIN. TENSILE STRENGTH OF 650 GEOTEXTILE WRAP (1) -/ (SEE DETAIL) OR IMPORT FILL PSI AND A WIDTH THAT IS 1/2- GREATER THAN WIDTH OF BATTEN PVC COUPLER OR IMPORT FILL ROCK STRIP. PIPE BOOT (10) 8. BACKFILL DRAIN ROCK SHALL BE ROUNDED AND CONFORM TO (SEE DETAIL) DE 4 DETAIL 9-03.13 BACKFILL FOR SAND DRAINS AS PER WSDOT 2000 2 DETAIL TAIL IL STANDARD SPECIFICATIONS OR AS APPROVED BY ENGINEER. PERIMETER FOOTING PENETRATION THICKENED SLAB FOOTING. PENETRATION D- 1 LINER AT INTERIOR FOOTING CRUSHED AND ANGULAR ROCK WILL NOT BE ALLOWED. 6 0 12 12 0 24 9. DRAINAGE PERFORATIONS SHALL BE PERMITTED IN CORRUGATED 12 0 24 iiii VALLEYS ONLY. MINIMUM WATER INLET AREA SHALL BE 1.0 J- 1 SCALE IN INCHES SQUARE INCHES PER FOOT OF PIPE LENGTH. THE INLETS SHALL E SCALE IN INCHES BE EITHER PERFORATIONS OR SLOTS APPROXIMATELEY EQUALLY E SCALE IN INCHES SPACED ALONG THE LENGTH AND CIRCUMFERENCE OF THE PIPE IN NO LESS THAN THREE ROWS. CIRCULAR PERFORATIONS SHALL NOT EXCEED 1/8 INCH IN DIAMETER AND SLOTTED PERFORATIONS SHALL BE NO WIDER THAN 1/8 INCH OR LONGER THAN 1-1/4 PVC BOOT 30 mil INCHES AND LOCATED IN THE MIDDLE OF THE CORRUGATIONS SO PVC IS A SOULDER ON EACH OF THE SLOT. EXPANSION STEEL COLUMN LINER OFTHERE ANY KIND I HN THE CORK UGATIONSIDE CRESTS OR SIDEWALLALL SHALLHOLES BE CONSIDERED UNACCEPTABLE. THE ENDS OF THE PIPE SHALL BATTEN STRIP (5) �2"� BOLT (6) BASE PLATE BUTYL MASTIC TAPE BE CUT SQUARELY AND CLEANLY SO AS NOT TO ADVERSELY CAULK (11) CONC SEAL AT ROOF JACK AFFECT JOINING. SLAB-ON-GRADE 4" PERFORATED & STORM COLLAR - PIPES AND OTHER STRUCTURES PENETRATING THE UNER SYSTEM CPE (9) NEOPRENE 00 10. DRAIN SHALL BE SEALED TO THE LINER WITH FABRICATED BOOTS MADE 30 mil PVC /-ROCK (8) RUBBER PAD OF THE SAME MATERIAL AND WORKMANSHIP AS THE LINER. THE LINER < : T SOLVENT WELD PVC FLANGE PORTION OF EACH BOOT SHALL MATCH THE ANGLE OF THE IS(12) 1/4. NEO PRENE'6 '6 f Id 4 L�j SLOPE OR BOTTOM, BE SEALED TO THE GEOMEMBRANE, AND FIT <' 4 1/2" SST BOOT TO LINER SMOOTHLY WITHOUT FOLDS OR STRETCHING OF THE MATERIAL. HOSE CLAMPS (12) 16 '... ::� .1 q 11. WHERE SHOWN ON THE DRAWINGS, THE CAULKING USED SHALL BE 16oz GEOTEXTILE (2)-�.Z 8 oz. SEALANT AS RECOMMENDED BY THE LINER 1/4" NEOPRENE A ONE-COMPONENT 30 mil PVC LINER GASKET (7) GEOTEXTILE 1" CLEARANCE MANUFACTURER. F F 4 A 2.5" SCH. 80 12. CLAMPS SHALL BE USED TO SECURE THE PVC LINER TO PIPES < CONCRETE EXISTING SAND OR PVC RISER THAT ARE INTEDED TO PROTRUDE THROUGH THE LINER. DETAIL A DETAIL IMPORT FILL DETAIL 8 DETAIL 5 r7 ANY CHANGES TO THE APPR BATTEN STRIPS 1 0 2 — 1 LINER AT THICKENED SLAB FOOTING 12 0 24 PIPE BOOT DETAIL 6 0 12 — VENT CAP 9 0 18 BE APPROVED BY THE BUILODIiVE- SCALE IN INCHES SCALE IN INCHES SCALE IN INCHES SCALE IN INCHES 5 A x j?19 ANACORTES HEALTH CLUB 4 1609 R AVENUE METHANE CONTROL SYSTEM 3 PIPING LAYOUT AND DETAILS N4• 2 33193 Z � 1 ANACORTES WASHINGTON 98273 IRTS Aq-1Z- TnerrnoRettt-�!, c 0 NS 02/15/01 BAL 02/15/01 T2/14/01 REVISION INO . DRWNI DATE REVISION__ CHKD DATE APPVD DATECURRENT DATE I CADD FILE 1390,3sO63 DRAWING NO, 7D-1