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HomeMy WebLinkAboutPermit File 1213 24th Street ,--,,6_Loi.. , ( .,x 1 5_, (35,_‘,€‘ • . - V s 7 %ft T 0 i t 11 1 I I ti 13: l• Ak .„,z=5,4„.41. kite- re---r At =mai 1 1 v-sizaiiiisZY� eao3's Commercial Building Permit Application City of Anacortes Building Department P.O. Box 547 Anacortes, WA 98221 -Street Address: 904 6th Street Phone: (360) 293-1901 Fax: (360) 293-1938 SITE ADDRESS: 2 .-- /*t. 1 7- t3 CONTRACTOR ;Applicant PROJECT DESCRIPTION 1. Name cr'51Zoits1-1-,&(,Aw' r)b /7 Ay " t4, e- i 7r e.,-01�e,ip G 7 Address P ®. ee..x. /2/ o L1 /ezle Jul ; c.. / Q City/State/Zip /�i9Gl t ari7'7 �� l I Phone 412474, Y 7 D FAX 1710i. I/I CO 1 State License#G-r�.S f G/ 77?Exp ''','1. 17 1 PARCEL NUMBER City of Anacortes Business License: 0 Yes No 17/21. ./ -75-- 1 PROPERTY OWNER ❑ Applicant LEGAL DESCRIPTION R n� 5 Xv, id-4 �f Name eifik mfii, t� �!! :/ powyiv f 0 �'�i./P Y --- R f, ' Address C ' � �4,"/,I?t� �°; ,� City/State/Zip Aii i` ►ecl e f i., WA 0 •Z 2./ PROJECT VALUATION Phone 'Y 24i 1706' FAX `i- i!,//(p 7 ,41,-f E-Mail Address Number of Stories Building Area: �,7 ❑Architect 0 Designer 0 Engineer❑ Applicant l Floor 12 r�--- s.f. 2"d Floor s.f. !I Name 3rd Floor s.f. Basement s.f Ij Address Lot Area s.f_ Construction Type City/State/Zip Use Zone Phone FAX Impervious Area n /� he E-mail Address Other(Describe) TENANT 0 Applicant LENDER LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name .04 IN VALUATION PER RCW. Address Name City/State/Zip Address II Phone FAX City/State/Zip E-mail Address Phone No. CONTINUED ON THE BACK ri fl-7.7: MI:17n 3l OCT 2 8 2015 1:7 Birl-- -,E7f --- oczeto mm9.E®:"1b�raC.r,ry M At dlcy mmmm N alb Commercial Mechanical Fixtures Fuel Type El Natural Gas El Electric El Wood ❑ Propane Gas ❑ Other Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace<=100K BTU Gas Fireplace Boilers/AC/Heat Pump Other Units Gas Outlets Ventilation Fans Gas Water Heater Range Hood Commercial Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of — Fixtures Fixtures Toilet Utility Sink 'ILishwasher Hose Bibb Hand Sink I Water Piping Kitchen Sink wi sposal Additional Fixtures Clothes Washer Electric Water Heater I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE TILE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS ANT/SUBCONTRACTORS SIL4I.I HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LICENSE. STOP WORK ORDERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT I' PROPER LICENSE. ,77-7x7" ( APPLICANT'S yGNA DATE Last Updated Nov.9,2012 EXISTING ISLAND MEDICAL CENTER BUILDING 1I I NORTHWEST UROLOGY ®i) ISLAND EYE /� Io 1 / ni\r— \)) 1e� N _ SURGEONS 8c {Jo, J C ', PHYSICIANS, INC. c ; El - t- V -3 35117 K- al I _ _ _ la C Et g l . /Ct-11 y } — — I 1 1 �_ I 41'-0' I 143 . . .4 ' 7'1: libi 0 NORTH \—EXISTINGCONC.SIDEWAL I J re\ `$ Z TO BE REMOVED \ ,r. SCALE: 118" = 1' 40 w o' PROJECT DATA e) l 2 7 " CiLL ADDRESS: 1213 24th STREET O �' (11 z ANACORTES, WA. 98221 i E CO, `�, o a Y CL z to w U C; LEGAL: PARCEL: P124175 5 < m / SE1/4, SEC24, TWP35N, RGE1E ` ' 4i. H.C.RAMP jr PROJECT: CONSTRUCTION RUCTION OF NEW ENTRY CANOPY OWNER: CHALLENGE DEVELOPMENTS II LLC EXISTING PARKING LOT 12062 MARINE DR. ANACORTES, WA 98221 CONTRACTOR: CREST CONSTRUCTION, INC. P.O. BOX 2150 .0,E. RU7 MOUNT VERNON, WA 98273 Q•��or wary , „ 4%%e 1 4%, C1,0 r -17:01 — 'l'= 1/ 1 OCT 2 8 2015 t 12053 REGfstt° I� , IS/ONAL � �I J L]L� iI EXPIRES O2/10/ 17 I I ISLAND MEDICAL CENTER CREST CONSTRUCTION, INC. EXISTING ENTRY GENERAL ARRANGEMENT 17132 BENNETT ROAD CREST.. MOUNT VERNON, WA 98273 SEPTEMBER 3 2015 '`°NSTR°"OR3 . ENGINEEes• ) 360-424-8700 DRAWING A-0 . 1 REV 0 GENERAL CONTRACTOR C:\Users\Mikes M3800\Documents\_Working\ PreProjects\IMC Entry\DWG\IMC Canopy Stru 201 50602.dwg,Entry18X24, 10/27/2015 3:28:07 PM, KIP 3100 Series.pc3 3/4"PLYWOOD SHEATHING 31 EL:110.58 ROOF DRAIN(2 EA.) EL:110.35 EL 110.60 161-0' } 1 'i q i 1 .I tv e EL:110.67 16-0" it - h EL:110.67 T - 1 - TJI9.5 "' u PARALLAM BLOCKING FOR 6"STEEL DOWNSPOUT q ? i I DRAINAGE SLOPE I i 4 ca i� 12"STEEL PIPE COL. - ! m m , i o i STIFFENER PLATE BETWEEN T-' PIPE COL.&DOWNSPOUT \0 ^ 1- //�/ /Z� // //!1 1 u . jjj /%% ///- S_��� I m 3'D X 6"H X SIB"PL ry I �� W10X45 WELDED TO PIPE COLS. I ✓ i / t:,y1 %. I EL 110.60 �I i I i i DOWNSPOUT DRAIN LINE SLOPE .. I 3.5"X 14'21EPARALLAM— NI SECTION THRU TJI, DECKING ETC. I 9.5"TJI I (NORTH\ SCALE: 114" = 1' 1 @24"DC. I 4 iI - III . N I I /—EL:110.58 II I / EL 110 6f \ pA[ W10X45 I I 1 HUNG FROM W ! i i SLOPE s_ f- i B OUTLINE OF CONCRETE / 6'PIPE DOWNSPOUT I WALK&FOUNDATION 12"SCH 40 PIPE COL. i I EL:110.6f !j/ /j ////jjj /i tr EL:110.58 EL:110.35 ! ! I I %%%///% �l' ,%, ! o I I �oQ S jr It SECTION THRU 'W' o a SCALE: 114" = 1' 4 EL:110.67 • --\—EL:110.67 I ' He. RAMP PLAN VIEW - SHEATHING PLAN VIEW m SCALE: 114" = 1' SCALE: 114" = 1' 4 EL:110.67 \ T `—2X6RIPPF2 I t'." I- I Z-0" o.J.� NOTES: . titi E" RL 1 . CANOPY COVER TO BE CLAD IN METAL SIMILAR TO EXISTING ISLAND HOSPITAL ENTRY CANOPY. 0 ..�oFwasy, �- all' o:� . :� 2. CANOPY ROOF TO BE TPO MEMBRANE. / ; Irat � 'iwao,4 1 EL:100.W Th..,..., EXPIR"eS . .. .__.._ O2/10/ i SECTION OUTSIDE 'W's SCALE: 114" = 1' CREST CONSTRUCTION ISLAND MEDICAL CENTER , INC. ENTRY T S RUCTURE 17132 BENNETT ROAD OCTOBER 27 2015 SCRE ENc. MOUNT VERNON, WA 98273 , ( DRAWING A-4 . 1 REV 2 •C°NSTPUCTORS • ENGINEERS• 360-424-8700 GEN ERAL CONTRACTOR C:\Users\Mikes M3800\Documents\_Working\_PreProjects\IMC Entry\DWG\IMC Canopy Stru 20150602.dwg,Entry Stru 18X24, 10/27/2015 3:45:34 PM, KIP 3100 Series.pc3 4 / DEFLECTION @ THIS END / = 0.53" DL ONLY ALL WELDS 3/8" FILLET, UNO 0112 // = 1 .3" SL + DL W10X45 / - MI 314" R II I , — 1: ® - 3/8" WEB STIFFENER ® O-- ® TYP OF 4 3112" ©11I E_== h_�, I I I - + o _.�_ e • tt / . . M SHIM THIS SIDE _� 3" N /� 1 118" A490, TYP OF 4 IF NECESSARY 1 114" 2.6" X 6" X 318 12" SCH 40 I - L- 1'-6"I TYP TYPOF6 112 3.5 X 14 ~ o I cc n I I C•I IIi \ r O O„O O IIrTh I - oo-- II O O II 21 I; ... ... . - — — u u �I 2" 4 1 112" < 1 114" TYP h 1'-6" r-- M n n ni ALL PLATE= 114" �' \./ -ALL WELDS= 114" FILLET 2'-0" > -ALL BOLTS=518"GALV wl GALV NUTS&WASHERS < 10' MIN 7 > SK-1 PLAN VIEW -BASE PLATE =314" -STIFFENERS=2.6"X 6"X318",WELDS= 114" FILLET SCALE: 111 _ 11 -ANCHOR BOLTS= 1"w13"WASHER&NUT @ EMBED END - REBAR=#6 GR 60 i -LONG. REBAR=4,#6 T&B -TRANS. REBAR--#6 @ 18"O.C.,T&B • USE EXTRA TRANS. BAR @ ANCHOR BOLTS iti SK-2 PLAN VIEW 4. FARR is SCALE: 1" = 1' ` ., II • A,20NAL n lune VA' ISLAND MEDICAL CENTER CREST CONSTRUCTION, INC. ENTRY STRUCTURAL DETAILS 17132 BENNETT ROAD OCTOBER 13 , 2015 , sTnvc. MOUNT VERNON, WA 98273 _ ( •CPNSTRUCIORS • ENC-INEERs• , DRAWING A 4 .2 REV 0 360-424-8700 GENERAL CONTRACTOR C:\Users\Mikes M3800\Documents _Working\_PreProjects\IMC Entry\DWG\IMC Canopy Stru 20150602.dwg,Entry Stru SK-1 18X24,10/14/2015 9:40:42 AM, KIP 3100 Series.pc3 --. _.ate. _ _-._ --_,.. - -._-: . - .. .. ._. _. ul 18579 W.Lakeview Lane FOOTINGS,FOUNDATIONS,SLABS ON GRADE: Tim K. Garrison, P.E. Mount Vernon,WA 98274 BASIS OF DESIGN-APPLICABLE CODES: Geotechnical Report:CCI is not aware of a geotechnical report for this project.CCI strongly recommends Phone: (360)708-1865 Code.The designs herein are prepared in accordance with the 2012 IBC.Construction shall conform with that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects. Consulting Engineer timg@BuildersEngineer.com (360)7eer.com the most recent building code adopted by the approving jurisdiction. Soils analysis and geotechnical engineering are not a specialty of CCI.CCI depends on others for the LIMITED SCOPE OF CONSULTANT'S WORK: provision of soils data,which includes but is not limited to:allowable bearing capacity,liquefaction potential,slope stability,active and passive lateral pressures,internal friction angle,and cohesion. In the Consultant.The consultant in responsible charge of this work is Tim K.Garrison,P.E.,doing business as absence of a geotechnical report CCI will make assumptions regarding soil parameters,however,CCI takes Structural Analysis: Canopy At IMC, Anacortes, WA ConstructionCalc,Inc.,hereafter indicated as"CCI." no responsibility or liability for future settlement,or damage or injury due to earth movement or failure of Scope of Consultant's Work.The scope of work of CCI is limited to structural analysis of: any kind. Structural Fill:"Structural Fill"shall be granular material conforming to local or state highway Client:Crest,Inc. Ca Job Number:Tl 5052 0 A canopy roof at the vehicle entry of IMC,Anacortes. specifications for imported road base or sub base;or use sand or other clean granular materials no larger Canopy Design:Mike Ruthford, Crest,Inc. Date:October 13,2015 CCI takes responsibility only for items specifically addressed in our drawings and calculations. than pea gravel.All structural fill must be compacted per the following section. LOADS Non-Structural Fill:"Non-Structural Fill"is soil(native or imported)without:organic materials;rocks and Following are the loads used for the subject design/analysis: lumps greater than 3"in any dimension;trash;and the like.If used as compacted fill,it must be compacted GARper the following section. �'• rAs '7d' O Roof live:20 psf. 0 Seismic Des Category:"D" +,�+' �t><'t Compaction:Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical(vibratory or 0 Roof+ceiling dead: 15 psf 0 Wind Exposure`B',3-sec gust 120 mph.aO Roof snow:25 psf 0 Assumed allowable soil bearing pressure: - O Seismic Factors:Ss1.087 S1=0.431 1,500 psf. In paved areas and under struces use sctural backfill compacted to 95%relative compaction. In non-paved or non-footing areas use structural backfill or native backfill minus rocks,lumps,and organic Ci Tm. 4.9„29" ../ SINGLE PROJECT': matter,compacted to 92%relative compaction. ' il 70NAL The calculations,drawings,notes,specifications,and/or tables prepared by CCI are valid only for the Where pipes enter and exit structures(distribution boxes,utility boxes,catch basins,manholes,etc.)use project indicated herein.These documents are not valid,are not applicable to,and shall not be used for any structural fill around the structure.Carefully place and compact to 95%relative compaction under and 1 sayast sag( 1 other project at any other location. - around all pipes. 6,(uCiS INSPECTIONS: When roots,rocks,or other undesirable materials cause over-excavation,fill over-excavation and compact b CCI recommends that the Contractor,Builder,or Owner retains a qualified structural specialist to inspect per the above. the items analyzed/designed herein.Note,this is not a requirement for"special inspection"per the Foundations,Footings on Soil:All footings and foundations to bear on undisturbed existing soil or INDEX: building code. structural fill.All organic and deleterious material beneath footings and foundations to be removed and Design Sketches and Callouts SKI -SK2 COMPETENT CONSTRUCTION PERSONNEL/SAFETY: replaced with structural fill.Bottom of footings to be below locally prescribed frost zone,not less than 12". Standard Specifications. B-F Slabs on Grade. Subgrade below slabs shall be similar to the above.A layer of free draining material and a Only competent personnel familiar with construction and solely practices germane to the project shown suitable vapor barrier(designed byothers)are recommended for all interior slabs. Calculations. Cl-C8 herein should be employed to assemble and construct the work. p ( Total No.of pages excluding cover sheet: 15 Footing Drains.Footing drains,with washed drain rock or Mira Drain or equivalent extending to finished Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. grade,shall be provided at the base of all footings and retaining walls which will have earth placed against Contractor assumes full responsibility as to construction methods used,safety provisions employed,and the them.Footing drains shall be 4"perforated pipe routed downgradient to daylight,unless otherwise finished as-built condition of the structure and related systems. Notes,Disclaimers: specified. ConstructionCalc, Inc.(CCI)takes responsibility only for items specifically addressed within this report set. TEMPORARY SUPPORT AND BRACING: MATERIALS AND METHODS: This report is valid only for the specific project shown above and herein.Further,this report is valid only if General.Provide adequate temporary support to all walls,roofs,beams,columns,and floors during Provide and install all materials in accordance with manufacturer's it is stapled or otherwise bound as it originally left this office,and contains all of the sheets as originally requirements and recommendations.It is construction.Design of same is not included herein.Contractor or owner should check all temporary- bound.Any sheets that are not bound to the original complete set are not valid and shall not be used supporting devices with a qualified person.Contractor shall be responsible for the adequacy of all the contractor's responsibility to ensure all field personnel understand and adhere to this. (excluding authorized,stamped addendums). temporary and/or permanent support systems. STANDARD CONCRETE: Standard Concrete.Concrete for footings, slabs,and walls shall attain a minimum 28 day strength of Pc= 2,500 psi unless otherwise noted on Plans.Maximum water/cement ratio shall be 0.45.All materials shall be in accordance with ACI 318,latest edition.Mixing and placing of all concrete to be in accordance with IBC and ACI 304,latest edition. Admixtures. Industry recognized and approved admixtures affecting set time,flowability,and/or Air Entrainment.Provide 5%air entraining in all concrete exposed to the earth or weather. PSL(Parallel Strand Lumber).Where called for,use minimum 2.01 2,900 psi minimum allowable bending waterproofing may be used provided the strength and durability of the concrete is not adversely affected. stress.These must be stored and installed in strict accordance with manufacturer's recommendations.Any Fly Ash.High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a nationally recognized brand is acceptable. corresponding reduction in cement content.Any such concrete shall obtain at least the strength and durability characteristics as Standard Concrete listed above. Plywood Roof.If roof diaphragm is not specified in Plans or Calculations,use 3/4"over non-blocked CONCRETE REINFORCING: supports at 24"OC.Use IBC Case 1 pattern.Nail with 8d at 6"on edges,and 12"in field.Contractor to verify all span ratings. Strength,Splicing,Bending.Reinforcing bars(rebar)shall be grade 60(Fy=60 ksi)pr better,unless STRUCTURAL STEEL: otherwise specified in the Plans. All reinforcing shall be spliced,detailed,bent,and supported in accordance with applicable ACI code. General.All fabrication and erection of Structural Steel shall comply with the requirements of AISC(Ninth Edition). - Welded Wire Fabric. Unless otherwise specified,welded wire fabric(WWF)shall be W2.9,6"x6"(6 Ga.), I ASTM A-185. Splice by lapping one mesh+2"all sides. ) Shop Drawings. CCI recommends that the Contractor or builder sub.tit chop drawings to CCI for review I and approval prior to fabrication and erection of the structural stec' P,'rtions of the project. Such review and Cover.Provide the following minimum cover: approval of shop drawings is beyond CCI's current scope of work. Footings and other unformed surfaces,distance from the bar to earth face...3" Structural Shape Materials.All structural shapes shall comply with I hc.following standards except where 1 Formed surfaces in direct contact with earth 2" I noted otherwise. Surfaces exposed to weather I-I/2" 0 Wide flanges:ASTM A992,(Fy=50 ksi.) Surfaces exposed to salt water 3" 0 Angles,channels,and plates:ASTM A36(Fy=36 ksi)or better. For slabs on grade,center the reinforcement in the slab unless otherwise specified. 0 Steel pipe shall be ASTM A53,type E or S(Fy=35 ksi),or ASTM A501(Fy=36 ksi). CONVENTIONAL WOOD FRAMING: Welding. All welding by state-certified structural welders.For shielded metal arc welding,use only low hydrogen electrodes,min-70 ksi.,in conformance with current ANSI/AWS code.MI base plates,beam Material.Al]sawn framing lumber,not including beams,posts,and columns,shall be Spruce Pine Fir,Hem Fir,or Douglas Fir-Larch,Number 2 or better,unless otherwise shown.All sawn wood shall have end plates,steel end connectors,stiffener plates,and bent plates at column ends shall be shop fabricated • " unless otherwise noted or shown in the Plans or structural sketches. Weld size shall be equivalent to or moisture content less than 25/". better than the element being welded,and shall be welded all around unless otherwise noted.Care shall be i General Construction:Predrill all nail holes where required to avoid splitting.Connect all wood members taken to avoid excess warping of welded elements. per the Plans and applicable building code. Bolts.Bolts and anchor bolts to be ASTM A307 grade A,unless otherwise shown.Provide standard 1 Bolts.Unless otherwise specified: Use washers on all bolts;tighten all bolts to a very snug wrench tight washers under all nuts and anchor bolts,unless specifically prohibited elsewhere. condition;use standard A307 bolts;for bolts in wood,drill the same diameter hole as the bolt;for bolts in Steel Frame Anchor Bolts.Use ASTM A-307 bolts or all-thread positioned per the frame end plate hole steel drill holes 1/16"larger than the bolt diameter. pattern. A 3"diameter x.25"thick washer shall be on all embedded ends.Bed base plates on non-shrink PRE-FABRICATED FRAMING CONNECTORS: grout or dry-pack for full bearing.Nuts to be tightened with'turn of the nut'method after concrete has Manufacturer: Simpson brand is specified,however any other nationally recognized brand maybe used attained 2,000 psi,min. provided that they are equivalent in their ability to carry all applied loads in all orientations. Anchor Bolt Length.All steel frame anchor bolts shall be embedded at least 30 diameters,or shall extend to -Installation:The Contractor shall install all prefabricated items in strict accordance with the manufacturer's the footing bottom rebar-either option is acceptable. { recommendations and requirements.The load carrying capacity of the prefabricated item cannot be Steel Coating Systems. The requirements of this section are strongly recommended but are optional at the guaranteed if this provision is not adhered to.Nails and screws which will be exposed to weather shall be Owner's discretion.All coating systems shall be installed in strict accordance with manufacturer's galvanized or stainless steel.If installation risks cracking of wood,contact engineer for alternate nailing and instructions and recommendations.Touch up shall also be in accordance with manufacturer's /or alternate connector. recommendations. . Use with Prefabricated Wood Products,i.e.Paralam,TJL etc.:The Contractor shall verify with the prefab. Structural steel systems that will be exposed to weather shall be shop coated with a 3 coat system. wood manufacturer that the specified connectors will work as intended with their product. Preparation shall be a commercial sandblast,2-3 mil anchor pattern.The prime coat shall be a 3 mil thick organic zinc primer.The intermediate and topcoats shall be 3 mils thick each using a vinyl high-build PREFABRICATED WOOD PRODUCTS: coating system.Unless otherwise specified by the owner,the final color shall be`primer grey'.Contractor I-beam Composite Web/Flange Joist Products.The contractor shall install the I-Joist products complete shall verify this color with owner prior to any paint application. with web stiffeners and other blocking/bracing as shown on the Plans and/or as recommended by the Steel which will not be exposed to weather shall be shop or field coated with a 2 coat system consisting of a t manufacturer.All manufacturer's installation recommendations(bearing,blocking,bracing,hangers, 2 mil red oxide zinc chromate alkyd primer under a 2 mil long oil alkyd enamel. Preparation shall be wire .• provisions for double joist,etc.)shall be followed. brush cleaning.Unless otherwise specified by the owner,the final color shall be `primer red'.Contractor shall verify this color with owner prior to any paint application. ISLAND MEDICAL CENTER CREST CONSTRUCTION, INC. ENTRY STRUCTURAL SPECIFICATION . c 17132 BENNETT ROAD OCTOBER 13, 2015 I( .:_ONStRnCtORS . ENC=.INFERS• MOUNT VERNON, WA 98273 ) 360-424-8700 DRAWING A-4 . 3 REV 0 GENERAL CON TRACTOR C:\Users\Mikes M3800\DocumentsV_Working\__PreProjects\IMC Entry\DWG\[MC Canopy Stru 20150602.dwg,Entry Stru Spec 18X24,10/14/2015 10:09:26 AM, KIP 3100 Series.pc3