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HomeMy WebLinkAbout932 E. Front Street Address: 932 E Front Street _71 PREPARED 8/29/14, 10:38:55 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/29/14 ADDRESS . : 932 E FRONT ST SUBDIV: CONTRACTOR S D DEACON CORP OF WASHINGTON PHONE OWNER SEG PORT ANGELES LLC PHONE PARCEL 06-30-00-7-2-0200-0000- APPL NUMBER: 14-00000665 COMM REMODEL PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION _ TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------—----------------------- - ----------—----------- BL3 01 8/27/14 JLL BLDG FRAMING 8/27/14 AP August 27, 2014 10:13:28 AM jlierly. August 27, 2014 3:39:29 PM jlierly. BL99 01 8/29/14 JL BLDG FINAL August 29, 2014 10:40:27 AM jlierly. -----------------------u-- --------- COMMENTS AND NOTES CITY OF PORT ANGELES s� DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 i Application Number . . . . . 14-00000665 Date 8/22/14 Application pin number . . . 791455 Property Address . . . . . . 932 E FRONT ST — \ ASSESSOR PARCEL NUMBER: 06-30-00-7-2-0200-0000- REPORT SALES TAX Application type description COMM REMODEL Subdivision Name on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Properationty ningval . io. . . . . COMMERCIAL OMMS CI L ARTERIAL (Location Code 0502) ApplApplication desc Pharmacy,consultaion rooms/remodel ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SEG PORT ANGELES LLC S D DEACON CORP OF WASHINGTON 845 106TH AVE NE STE 100 2375 130TH AVE NE #200 BELLEVUE WA 98004 BELLEVUE WA 98005 ------------------------------------------ --------------------------------- Permit - . . . . BUILDING. PERMIT COMMERCIAL Additional desc . . INTERIOR REMODEL/CONSULT ROOMS {�1a Permit Fee . . . . 1188.25 Plan Check Fee 772.36 , �\ Issue Date . . . . 8/22/14 Valuation . . . . 130000 Expiration Date . . 2/18/15 Qty Unit Charge Per Extension BASE FEE 1020.25 30.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 168.00 Other Fees STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due - ---------------- ---------- ---------- Permit Fee Total 1188.25 1188.25 .00 .00 Plan Check Total 772.36 772.36 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1965.11 1965.11 .00 .00 �9 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the r o of any state or local law regulating construction or the performance of construction. X14 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE ORT NGELES",CITY OFFor City Use Permit# W A S H I N �.._ T O N, U . S . _ Date Received: - - 321 East 511 Street Port Angeles, WA 98362 Date Approved v oa- P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit Application Project Address: 932 Front St. Main Contact: Phone # 425-463-1351 Geoffrey Clarkson E-Mail: geoff.clarkson@mulvannyg2.com Property Name SEG Port Angeles LLC Phone Owner Mailing Address Email 845 106th AVE NE Ste 100 city Bellevue state WA Zip 98004 Contractor Name S.D. Deacon Corporation Phone 425-28474000 Mailing Address Email 2375 130th Ave.NE Ste 200 brian.northcott@deacon.com City State Zip Bellevue WA 98005 Contractor License# Expiration: Project Value: Zoning: Tax Parcel# Lot# $ 130,000 1 CA Type of Residential ❑ Commercial © Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construction ❑ Remodel ❑ Addition ❑ Tenant Improvement D Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms. Proposed Bathrooms Yes 0 No ❑ 351-0" 0 0 Project Interior Remodel/add a consultation room into pharmacy Description I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature 06/04/2014 Geoffrey Clarkson a I Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) 13,618 Proposed Addition Tenant Improvement? Yes $130,000 Other work(describe) Area Totals 13,618 Lot/Site Coverage Calculations Footprint(SQ FT)of all Structures: Lot Size: %Lot Coverage tj 0 U C-tli N0 C+il%�G SQ FT Site coverage(all impervious+ %Site Coverage structures) NO 0+-ANer6 Mechanical Fixtures Indicate how man of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # © Haz/Non-Haz Piping #of Outlets: Appliance Vent # 0 Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: #. O Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) 0 Fireplace/Gas Stove Gas Cook Stove/Misc. 0 Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # 0 Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: 0 Water Heater #1 Medical gas piping #of Outlets: 0 Water Line # 0 Vent piping # 1 Sewer Line # 6 Industrial waste pretreatment # interceptor 0 Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX TRANSMITTAL DESIGN AT WORK TO Planning and Development DATE 6.4.2014 Port Angeles PROJECT WALGREENS # 11215 321 East 5th Street PROJECT NUMBER 14-0148-01 08 Port Angeles, WA 98362 NUMBER OF PAGES 25 Including Cover Page ATTN PHONE FAX FROM Geoffrey Clarkson MULVANNYG2ARCHITECTURE CC SEND VIA Fedex Priority Overnight- By 10:30 am RE PERMIT DOCUMENTS. j Z c O O a QTY DESCRIPTION Z It W W le 2 W o w O LL W K OW fOK KO Fe C O O W O O W W W W O O LL ?M CIM KN ILL' 2 PERMIT DOCUMENT SET X 1 BUILDING PERMIT APPLICATION X 2 STRUCTURAL CALCULATIONS X iPLAA1 CNCC,yD1.�'Z I " l-N EE' NOTES Privileged and confidential information: the information in this document is intended only for the use of the above named recipient. Any wrongful review,dissemination,distribution or copying of this communication is strictly prohibited. If errors occur in transmission,or enclosures are not as noted,please notify us at once. 425.463.2000 1110 112TH AVENUE NE I SUITE 500 1 BELLEVUE, WA 1 98004 425.463.2002 MulvannyG2.com r wallace WALGREENS STORE NO. 11215 PORT ANGELES, WASHINGTON PROJECT NO.' 1420034 STRUCTURAL CALCULATIONS ,.4f,14 M.VWMA �s s loll EX91PI:5 9 fo STEVEN M. HUEY, P.E. ENGINEER OF RECORD • Wallace Engineering Structural Consultants,Inc 1741 McGee Street Kansas City,Missouri 64108 816.421.8282,Fax 816.421.8338 www.wallacesc.com wallxce CODE CHECK DATE: 5/21/14 TO: Building Department 321 East 5th Street P.O. Box 1150 Port Angeles,WA 98362 PHONE: FAX: ATTN: EMAIL: permits(a)citvofpa.us PROJECT:# 1420034 Walgreens Core&Bridge-Port Angeles#11215--Port Angeles,Washington BY: PHONE VISIT OTHER Website TIME: ITEM DESCRIPTION RESPONSE 1.GOVERNING CODE • A. Building Code: 2012 IBC--International Building Code B. Local Amendments: Washington State Building Code C. Structural Observations Required? D. Special Inspections Final Report Required for Certificate of Occuoancv? 2.ROOF LIVE LOAD A. Minimum Roof Live Load: 20 psf 3.SNOW LOAD A. Ground Snow Load, Pg: 25 psf B. Can ground snow load be reduced per code: N/A 4.WIND LOAD A. Design Wind Speed: 126 mph B. Risk Category 5.SEISMIC LOAD A. Mapped Spectral Response Acceleration,Ss: 156.3% (short period,0.2s) B. Mapped Spectral Response Acceleration,S1: 62.7% (long period, 1.0s) 6.FROST DEPTH A. Minimum Bearing Depth: 12 in. REMARKS: http://www.cityofpa.us/PDFs/PermitsPlanning/StructuraiDesignCriteriaCodesEffect.pdf Please notify the undersigned if the above information is incorrect or incomplete. FROM: Travis Jennings Wallace Engineering Structural Consultants,Inc- CC: ncCC: file 200 East Mathew Brady Street Tulsa,Oklahoma 14103 918.584.5858,Fax 918.584.8689 wvAv.wallacesccom City of Port Angeles ��o�QORTcF Community &Economic Development Department Building Division 321 E. 5 t St. Port Angeles, WA 98362 360-417-48170ffice 360-417-4815 Inspection line 360-417-4711 Fax STRUCTURAL DESIGN CRITERIA SNOW 25 psf minimum roof snow load, drift not included WIND 126 mph category D within 1,500 ft of shoreline. Category C up to 1500'from shore line. Method used to calculate wind speed have changed,see reference manual ASCE 7 for exceptions and important factor reductions. SEISMIC D-1 • FROST 12" Moderate CODES /N EFFECT Port Angeles Municipal Code (PAMC) 2012 International Building Code (IBC) 2012 International Residential Code (IRC) 2012 International Mechanical Code (IMC) 2012 International Fire Code (IFC) 2012 Uniform Plumbing Code (UPC) 2012 Washington State Energy Code(WSEC) 2012 Washington State Ventilation and Indoor Air Quality Code (VIAQ) 2012 International Property Maintenance Code (IPMC) 2008 National Electrical Code (NEC) 2003 American National Standards Institute (ANSI-117) 1997 Uniform Sign Code (USC) 1997 Uniform Code For Building Conservation (UCBC) First Edition Washington State Historic Building Code (WSHBC) For more information regarding Washington State Building Codes and Amendments go to htti)s://fortress.wa.gov/qa/apps/sbcc/paae.asi)x?nid=4 For more information regarding City of Port Angeles construction codes adopted and amendments to international codes, go to the Port Angeles Municipal Code Building Code Chapter 14.03 Building Code Chapter 14.03 http://www.cityofpa.us :Forms/Building Division/Structural Design Criteria&Codes in Effect 8-20-13 .M SIF Internally Illuminated `CORNER fid''Face-Lit Suspended Display KA TYPE CW2 I M- r p11 B 41M W 11DINBM IUM'"On a UI suU UOppll al 14M IIm 1YM M 41 M I W IU 14 p[p B 41 U 11 INIMU,UBU 5n nemmlmn wlmrnlRRMMmn4Mrnp0m D.�1. J NOTE:THIS OPTION USES FLEX.FACES TO AVOID ANY POSSIBLE SEAMS DUE TO LIMITED 02013 Ia�FFEFa e.co_Bfrc. RIGID FACE MATERIAL SIZES AND WILL BE SPLIT FOR ENCLOSED TOWER INSTALLS 515 Bond stnet-1lneetnBhlre,It 166112 o ?NON E:(t/7(5!0.1 3 www.klell!65 FAX:(t 4T)11111"I III . ersigns.c6m CDSTONER: w��� LOCATION: VARIOUS Main body , ^ . SALESMAN:A.Fehlman IAV' ILLUIINATION LED/TYPE $LOAN PER HFG. (upper portion) © LED/coLOR WHITE DESIGNER: LMK of fabricated DATE:, 1.0/29/13 be lahrlcated POWER SUPPLYTYPE TO REMOTE POWER SUPPLY Susing/FSige TYPE PER MFG. AF[work Ous S/FSI nCOm FACE MATERIAL W FLEKIBLE$UBBTRAT! a�9 p IVMTE Design YL SEI COLOR GCHEO. ❑Survey C Shoo num e3truelon 6 FRAME TYPE SKINCOMP 12104 RETWFRAME At emRl ahMBde Be,00 LISTED COLOR N/A COMPANION FILES 11151 COVER TYPE SIGNCOMP 82121 COVER COLOR MATCH FACE COLOR _ H NEL TYPE I•s 2'A 118'ALUI.CHANNEL Lower portion AT H FACE COLOR PRODUCTION PROCESSING p (Wing)of sign PLATE TYPE Moisul Pun Siellerllernan will be I SIZE/SPEC.PER MFG. Job# Face View lebrlcated TUBE 3/4'K 314'ADMINUI TUBE FINISHED WELDED TD RETRO FRAME •001 61Uminum BACKS BACK GAUGE .063 TO MATCH -002 MATERIAL ALUMINUM COAAFf- MOUNTING TYPE RIGID STEEL PIPE -003 5 O PONONO Slzf/SPEC.PER MFG. -004 'Corner W' Layout/Dimensions WA.'R. ELECTRICAL TYPE PER MFG. m M refile TYPE PER MFG. m < TYPE CW2 N.T.S. SWITCH TYPE Coal By ILLOCATION BY ELECTRICIAN G I 1• 'WEEP HDLE(S)PER MFG.STANDARDS(MR APPLICATION) r -CAULK RE041ROD Q Y Y Y Y 5• 'k 1.3110,PRODUCT-ND V41pL!LABELS 0 N.T.S. B CD E FADILED DWG. Appto3.Relphl 0. co Ir -i I r �°111 I Ili ip�I ill'PIi � I �II2-019/18i1�1 II�h21F0(�/AiQild�1111I5/S�,r�Nli�Iti-418I1B1�; ����I�CW2,961µ1I IIi1Y�3UIbiJ��1�!�k - 21111/15 2-439' 1.-15/5- 1-7ve- CW2.42 341b1. Color Schedule it �Ipl� I?If1112iNJ ,,l �I1h3MTran$IucenlVinylS: 0 o � 9e N)1�iQ3 3'-9 7/5' .3'-0 1/2' 1'-51/2• .2'.13115' CW2.54 43@t, ®3M#3730-53L Envill Caramel RED ®3M#3630-69 suRGu9DT 1 91i F 1 j4 I I�t ��a r,1 pi I' a J 1 i it (RETURNS PAINTED TO MATCH) (RETURNS PAINTED TO MATCH) 4-31is�� 3j�IL1/21i ' Ih11a7��nl',�P� �2+4i1/� ryIjCW2,80j1�r I�ry�471b1��iiNi in e 4 B 1/16' 3 5 5/5' 1'.9318 2 5 715 CW2 58 51 lbs. V3 WHITE wooded from rod vIV b/g W show Ihru to WHITE subs6we face Ip " 4c s I 415 13/16jtlii IIIt4i01llhlll I�it111!/By� 2-95/Btirl I I�I�CW2,721� hi).)701E1iw1�Y e SI NOTE:support pipes WIe De padded t0 match Benjamin MOOm DECORATORS WHITE on o 1 5'-11 3/5' 4'a s/4-. 2'-3 1N' 3'-3 1/P CW2.94 501611. „o—,o P— V A R 10 U S VARIOUS Date Sheet No. of �. Job Subject J av °QST ij tp Ai AllSCC-fie- +-r CeINMP'L WALLACE DESIGN PROGRAM Revised 4/18/14, Carrie Johnson Copyright©10/19/93 Date 5/22/2014 Sheet No. Of Project' Subject FLAT ROOF SNOW DRIFT-Joists Perpendicular to Wall 1. Input Wb1 Wb2 Code= 7 1y SCS Dead Load= .;_ w 15"psf Roof Live Load= .. 20 psf Wd Pg, Ground Snow Load=" X25 psf Drift for parapet, projection,or upper roof? P'(P),(PR)or(U) T.O.W. Is, Importance Factor= 1 Q0 he Ce, Exposure.Factor Ct,Thermal Factor s hr hd Use Pg minimum for drift calc's(Pf=Pg)? •' �Y(Y or N) td hb Geometry ry T.O.W.,Top of Parapet Elevation V 11975 ft J.B.E.,Joist Bearing Elevation= 25 5'..ft td,Thickness of Joist, Deck,and Insulation x50 inches Wb1, length of upper roof= 0O ft Wb2, length of lower roof= 2 t)0 ft S,Joist Spacing= 13�ft Configuration L,Joist Span= 11:00 ft 2. Balanced Snow Load Check • Pf=0.7 Ce Ct Is Pg= 17.50 psf Pm=Is Pg= 20.00 psf Rain on snow surcharge= 0.00 psf Pmin= 20.00 psf 3. Drifted Snow Load Check Pf=Ce Ct Is P= 25.00 psf D=0.13 Pg+14.0<_30pcf= 17.25pcf hb=Pf/D = 1.45 ft Wb= 25.00 ft hd=0.43 Wb1^1/3(Pg+10)^1/4-1.5= 1.56 ft hd+hb= 3.01 ft Wd hr= 2.08 ft hc=hr-hb= 0.63 ft Wd=4 hd or 4[hdA2/(hr-hb)]<_8(hr-hb)= 5.07 ft Pmax=D(hd+hb)s D hr= 35.93 psf Pd=D hd s D he= 10.93 psf . Pd Pmax I Pf 4. Uniform Load Summary Drifted Snow Load Snow Total R left= 214.1 323.8 lbs R right= 188.5 298.3 lbs M max= 534.5 836.1 ft-lbs w base= 33.3 53.2 pif w drift= 14.5 34.5 pif • Snow Drift w equiv= 38.9 58.9 plf Load Without Drift Live Total w(Live=20 psf)= 26.6 53.2 pif *indicates controlling load(drifted vs. undrifted) CFS Version 7.0.0 Page 1 Section: Section 1.sct Darcey Schumacher Channel 6x2x0.5-18 Gage Wallace Engineering Cha g g g Rev. Date: 5/22/2014 11:56:24 AM By: Darcey Schumacher Printed: 5/22/2014 11:58:06 AM F Section Inputs Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in'6 Torsion Constant Override, J, 0 in'4 Stiffened Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.071200 None 0.000 0.0000 0.2500 2 2.0000 180.000 0.071200 Single 0.000 0.0000 1.0000 3 6.0000 90.000 0.071200 Cee 0.000 0.0000 3.0000 4 2.0000 0.000 0.071200 Single 0.000 0.0000 1.0000 5 0.5000 -90.000 0.071200 None 0.000 0.0000 0.2500 i CFS Version 7.0.0 Page 1 Section: Section 1.sct Darcey Schumacher Channel 6x2x0.5-18 Gage Wallace Engineering Rev. Date: 5/22/201411:56:24 AM By: Darcey Schumacher Printed: 5/22/2014 11:57:59 AM Member Check- 2010 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=33 ksi Design Parameters: Lx 11.000 ft Ly 1.000 ft Lt 1.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top k� 0 k Red. Factor, R: 0 Lm 20.000 ft Loads: P Mx VY My Vx (k) (k-in) (k) (k-in) (k) Entered 0.0000 10.890 0.3500 0.000 0.0000 Applied 0.0000 10.890 0.3500 0.000 .0.0000 Strength 4.8869 14.291 1.4154 3.330 1. 9728 Effective section properties at applied loads: Ae 0.48071. inA2 Ixe 2.6159 inA4 Iye 0.2458 inA4 Sxe(t) 0.87196 in A3 Sye(1) 0.45392 in"3 Sxe(b) 0.87196 in�3 Sye(r) 0.16852 inA3 Interaction Equations • NAS Eq. C5.2.1-1 (P, Mx, My) 0.000 + 0.762 + 0.000 = 0.762 <= 1.0 NAS Eq. C5.2.1-2 (P, Mx, My) 0.000 + 0.762 + 0.000 = 0.762 <= 1.0 NAS Eq. C3.3 .1-1 (Mx, Vy) Sgrt(O.476 + 0.061) = 0.733 <= 1.0 NAS Eq. 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HSS COLUMN TO TRANSFER BEAM CONNECTION 4 SECTION AT MAIN ENTRY TOWER SCI LF,r.r-0• SCNE NIS 6 FNPRES 2008 4005137-59 TRS ' $/Iiisw �. .pSf AT %P CONSTRUCTION SET 01 - PERMIT SET 01,10.1 BOT CARD BOT CNOID REVISIONS ' OWSI OWS1 JOST PER PUN BBPPDM o 4Al0/4- MDCI-ENGIN D'AMATO COHYBR#J SIM eN wrlmno[ 9RE PN rlol INTERMEDIATE BEARING JOIST sawI.E rc NA91DYm6aW UNT. SOFF RNIGE / (2)5� CEIYJG STORE NUMBER 11: Ey JOIST BEN" PRDJECTNVAE ------ WALGREENS Sl PORT ANGELES WASHII O B< RBo SEC RACE R,HIGHWA' - _ i_______ - ------— . . OPAWMOTBLE HIGH to FRAMING D END BEARING JOIST NOTE I i CARD PLOT; SE MCALNDTEo NOTE pRNERIRIO CE 3/FFDNMIDN� ice_ yA. — ' � ---- _______ DRAWN. STFTB¢A ESST DOBD 10 WIM 1/i OF TOP MD BMIOY RMOE OF JOIST. VOID PLOT: NNF TYPICAL BEARING WALL WEB STIFFENER CONDITIONS SEISMIC RESTRAINT AT CCTV DATE ZMW S SUPERSEDES 07401Y CJJE 1'.1'-0' J _ -. SCRE:1'-1'-0' PUN DATED: RENEWEDSY: Address: 932 E Front Street PREPARED 8/29/14, 10:38:55 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/29/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 932 E FRONT ST SUBDIV: CONTRACTOR RADIANT PLUMBING & HEATING INC PHONE (253) 548-6723 OWNER SEG PORT ANGELES LLC PHONE - PARCEL 06-30-00-7-2-0200-0000- APPL NUMBER: 14-00000983 PLUMBING PERMIT ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED- RESULT RESULTS/COMMENTS -----------------------------------------------------------------——-------------------------- PL2 01 8/27/14 JLL PLUMBING ROUGH-IN 8/27/14 AP August 27, 2014 3:41:58 PM jlierly. August 27, 2014 3:42:17 PM jlierly. PL99 01 8/29/14 PLUMBING FINAL August 29, 2014 10:41:16 AM jlierly. -------------------------- ---------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES v DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION e 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000983 Date 8/22/14 Application pin number 360077 1� Property Address . . . . 932 E FRONT ST y`,t ASSESSOR PARCEL NUMBER: 06-30-00-7-2-0200-0000- REPORT SALES TAX �+�! Application type description PLUMBING PERMIT Subdivision Name . . . . . On your State eXCISe tax forlll Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . COMMERCIAL ARTERIAL (Location Code 0502) Application valuation . . . . 2000 Application desc SINK FOR NEW CONSULT AREA ---------------------------------------------------------------------------- ` ^ Owner Contractor C ------ ------------------------ VVVaaeiii SEG PORT ANGELES LLC RADIANT PLUMBING & HEATING INC 845 106TH AVE NE STE 100 1423 E 29TH STREET #336 BELLEVUE WA 98004 TACOMA WA 98404 --(253) 548-6723 ----------------------------------------- ---------------------------- Permit . . . . . . PLUMBING.PERMIT Additional desc . . NEW SINK IN CONSULT AREA Permit Fee . . . . 71.00 Plan Check Fee .00 Issue Date . . . . 8/22/14 Valuation . . . . 0 Expiration Date 2/18/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 7.0000 EA PL-PLUMBING TRAP 7.00 Q 1.00 7.0000 EA PL-WATER LINE 7.00 `V 1.00 7.0000 EA PL-DRAIN VENT PIPING 7.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days.from the last inspection. I hereby certify that I have read and exarr in d this FEyl lication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be; gmplied whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the�{ Isions o state or local law regulating construction or the performance of construction. Date Print Name Signature Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit %•tea,; CITY OF PORI'ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT BUILDING DIVISION 32I EAST STH.STREET. PORT ANGELES,WA 98362 Application Number . . . . . 1.4-00000983 Date 8.,122/14 Application pin number 36007.7 Property Address . . ., . . 932 .E FRONT ST ASSESSOR PARCEL,NUMBER: 0.5-30-04-7.2-0200F0000- REPORT SALES. TAX Application type description PLUMBING PERMIT Subdivision Name . . . on your safe,excise tax form Property Use to the City of Fort Angeles Property Zoning COMMERCIAL ARTERIAL Application valuation . . . . 2400 (L©Catton Code 0502) -. ------------------------------------------------ Application -. _ _ . Application desc SINK. FOR,NEW CONSULT AREA Owner Contractor SEG PORT ANGELES LLC RADIANT PLUMBING & HEATING INC , 845 106TH AVE NE STE 104- 14.23 E 29TH STREET #3.36 BELLEVUE WA:9004.4 TACOMA WA 98404 (253) 548-6723 Permit . . . PLUMBING PERMIT Additional :desc NEW SINK IN CONSULT AREA. Permit Fee 71.00 Plan Check Fee .00 Issue Date . . 8/22/14, valuation 0` Expiration Date 2j18/15- Qty Unit Charge Per Extension BASE FEE. 50.00 1.0,0 7.0,00 EA PL-PLUMBING TRAP 7,00 1.04 7.0000 EA PL-WATER.LINE 7-00 1,06 7.0000 EA• PL-DRAIN VENT PIPING 7.:00 Fee summary Charged Paid Credited, Due Permit Fee Total 71.00 71.00 .00 - .00 Plan Check Total :00 .00 Grand Total 71.00 71.00 Q0 .00 Separate Permits are required foreleetricalwotk,SEl'A,.Shizreline,ESA,utilitiips,private and public improvements:This permit becomes null and void if work or construction authorized is not commenced within 18OAays,if constructiorror work is suspended or abandoned fora period of 180 days after the work has commenced,or if.required inspections have not been requested within 18D days from,the last inspection.-1 hereby certify.that.l have read and examined this application and itnow the,same to.'be true and correct.,Ali provisions of laws and ordinances governing this type of work will be complied with whether specified'herein or not: The granting of a permit doss` not presume to;give authority to violate'or cancel the provisions of any,state..or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature,of Owner(if owner is buildery T:fomwi suitding DivisiWBuiiding Permit THE �� For City Use �J CITY QF Permit# Wa A s H I N G T O N, U. S. Date Received: 321 E 51h Street Date Approved / Port Angeles,WA 9836 P:360417-4817 F:360-417-4711 Email:permits@citvo a-us BUILDING PERMIT APPLICATION Pro'ectAddress: 932 rOn7ele5 GJf/ 9Y362- Phone: Y362Phone: .7--5-3 S1/8-6ZZ3 Primary Contact: Ae/v/iA Sap-5e', Email: Name Phone Property Mailing Address Email Owner /06 6J,/.►9vit�/Qoao/ City �eer�e�d 1� lo0o/S State zip�o�/S Name Phone ao�a.i /�r►�n .L f�a / Z s 3-5`19-d,723 Contractor Address/yZ3 �Z9�` s� ��31 Email/�S�asPrlQf?6fr1a, eovr� Information city Tea. State � Zip gr�� Contractors License# %jo-T4 Pyg7y of Exp.Date: 91�jl/S Legal Description: ? Zoning: Tax Parcel# ? Project Value: (materials and labor) 11--/9 72 -o2-c,> $ 000 �� z rfo,z Wt/, Residential 13 .CommercialIndustrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following fill out both pages of permitauoli__ cation: (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing M Other ❑ Fire Sprinkler System? Irrigation System? Proposed Bathrooms Proposed Bedrooms Yes 0 No Yes 0 No D Project Description 1411011,017 e s,;,/</ 1-40 7i!'76t t Is project in a Flood Zone: Yes ❑ NoQ3 Flood Zone Type: If in a Flood Zone,what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date T1s-`y Print Name l�,� �� Se,-1 Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed ss value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2"floor) Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed ss Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Covera a Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage_lot size) Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage T lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # / Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent pipin `�ne�I ) # Sewer Line # Industrial waste pretreatment interceptor Grease Trani Size Other describe : T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx Address: 932 E Front Street PREPARED 8/29/14, 10:38:55 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/29/14 --------------------------------------------------- ADDRESS . : 932 E FRONT ST SUBDIV: CONTRACTOR PERFORMANCE MECHANICAL GROUP PHONE (425) 252-0356 OWNER SEG PORT ANGELES LLC PHONE PARCEL 06-30-00-7-2-0200-0000- APPL NUMBER: 14-00000973 COMM MECHANICAL PERMIT ---------------------------------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESU RESULTS/COMMENTS ------------------------- -- ----------------------------- ------ ME99 01 8/29/14 MECHANICAL FINAL li August 29, 2014 10:40:55 AM jlierly. ------------------------ -- ---------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION ` 321 EAST 5TH STREET, PORT ANGELES,WA 98362 ,AC Application Number . . . . . 14-00000973 Date 8/20/14 Application pin number . . . 137503 Property Address . . . . . . 932 E FRONT ST ASSESSOR PARCEL NUMBER: 06-30-00-7-2-0200-0000- REPORT SALES TAX Application type description COMM MECHANICAL PERMIT Subdivision Name . . . . . On your State eXCISe tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . COMMERCIAL ARTERIAL (Location Code 0502) Application valuation . . . . 7400 Application desc DIFFUSER/DUCTING FOR TREATMENT ROOM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SEG PORT ANGELES LLC PERFORMANCE MECHANICAL GROUP 845 106TH AVE NE STE 100 1012 CENTRAL AVE S BELLEVUE WA 98004 KENT WA 98032 ---- - (425) 252-0356 ----------------------------------- ------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . DIFFUSER/DUCTING Permit Fee . . . . 63.70 Plan Check Fee .00 Issue Date . . . . 8/20/14 valuation . . . . 0 Expiration Date 2/16/15- Qty /16/15Qty Unit Charge Per Extension BASE FEE 50.00 \w 1.00 13.7000 EA ME-HT OR COOL APP. RPR/ALTER 13_70 ----- - - ---- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 63.70 63.70 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 63.70 63.70 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bidgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit . .;, CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION ; 321 EAST 5TH STREET, PORT ANGELES,WA 98362 ''y Application Number . . . . . 14-00000973 Date 8/20/14 . Application pin number . . . 137503 - Property Address . . . . . . 932 E FRONT ST r C q ASSESSOR PARCEL NUMBER: 06-30-00-7-2-0200-0000- REPORII-p-SALES TA Application type description COMM MECHANICAL PERMIT on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . COMMERCIAL ARTERIAL (Location Code Q$QZ) Application valuation 7400 Application desc DIFFUSER/DUCTING FOR TREATMENT ROOM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SEG PORT ANGELES LLC PERFORMANCE MECHANICAL GROUP 845 106TH AVE NE STE 100 1012 CENTRAL AVE S BELLEVUE WA 98004 KENT WA 98032 (425) 252-0356 ---------------------------------7------------------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . DIFFUSER/DUCTING Permit Fee . . . . 63.70 Plan Check Fee .00 Issue Date . . . . 8/20/14 Valuation . . . . 0 Expiration Date . . 2/16/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 13.7000 EA ME-HT OR COOL APP. RPR/ALTER 13.70 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited --- Due --- -- i Permit Fee Total 63.70 63.70 .00 .00 / Plan Check Total 00 .00 .00 .00 Grand Total 63.70 63.70 .00 .00 ,W Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. S ao Glc- oNtci�a Date Print Name Signature of Cont ctor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building DivisioNBui)ding Permit CODE REQUIRED OUTSIDE AIR VENTILATION RATES PER IMC 2009 ';yy� go14 14 CODE O.A. Code O.A. CFM OA Net AREA REOb PEOPLE Req d Total OA INSTALLED INSTALLED EXHAUST w zw ZONE k AREA OCCUPANCY AREA Oudoar based on NO. Cutdoor Dosed on required by PROPOSED PROPOSED PROPOSED U $? CATEGORY SF AIR TE Floor Area P.PIe AIR RATE P. P-Ple Code Code CFM/SF CFM CFM/perean CFM CFM CFM CFM PHARMACY PHARMACY 704 0.18 127 + 6 5.0 30 157 1600 320 1 CONSULT ROOM EXAM RM 156 O.D6 9 + 2 5.0 10 - 1B 200 40 <23 OB Du -- r 8 40 176 1800 360 \: l { SII! � Subtotal 860 136 (400S so I+ k"]]D'7'_.— T! .m I ! AIR TERMINAL SCHEDULE RANGE NECK OR NOPRICE MODEL OR LISTED NOMINAL OVERALL SIZE O.B.O. S 1 \ ( 1i 'gyp_ I i TAG AREA CFM SIZEIN. IN. BORDER TYPE GLOM DAMPER EQUAL(SEE NOTE 9) r - _,j �' I ACUTHERM MODEL C'sj I/.�j ) I SAD CONSULT ROOM 50- 100 6 DIA. 24%24 LAY-IN THERMOFUSER 360 DEC. NONE TF-14C SO I ACUTHERM MODEL 1 3605 I 3205' SAD CONSULT ROOM 100-240 8 DIA 24 X 24 LAY-IN THERMOFUSER 360 DEG. NONE TF-HC EE RAG CONSULT ROOM 50- 240 8 DIA 24 X 24 NOTE/ NOTE 2 NA PRICE 630 L OR 330 L r Legs NOTES 3205 _ i i 1. PROVIDE PROPER BORDER AND MOUNTING OPTION THAT IS COMPATIBLE WITH THE ADJACENT SURFACE. -rrrl-rr I I 2. FIXED LOUVERS,45'DEFLECTION.3/4'LOUVER SPACING,BLADES PMAUIl i0 TANG DIMENSION. 3. NR TERMINAL DEVICES SHALL BE FACTORY COATED STEEL 4. TERMINAL DEVICES SHALL HAVE A WHITE FACTORY FINISH TO MATCH ADJACENT CEILING GRID OR SHALL MATCH THE ADJACENT DUCT OR EXTERNAL INSU"TICN SURFACE COLOR IN GENERAL SALES AREA WITH OPEN CEILING. ILEI 5. TOTAL STATIC PRESSURE DROP ACROSS AN AIR TERMINAL SHALL NOT EXCEED 0.20 IN.WC. U W s w 6. ACCEPTABLE MANUFACTURERS KRUEGER,METALAIRE,NAILOR•PRICE,TITUS•TUT TLE AND BAILEY. �°Zw � q& y� i � I I I 7i 7. DUCT INSULATION(IF APPLICABLE)SHALL EXTEND DOWN OVER TOP AND SIDES OF SUPPLY DIFFUSERS. a, THERMOFUSER 24X24 VAV SUPPLY AIR DIFFUSER,STEEL CONSTRUCTION.WHITE FINISH, OPPOSED BLADE DAMPERS, BUILT-IN VAV If 'c 1� CONTROL WITH REMOTE THERMOSTAT.NECK SIZE AND CFM PER PLAN NOTES MECHANICAL LEGEND $�� 4 SUPPLY AIR ( II I I UI 1. G,ENE89L. i.t. REFER TO ALL OTHER DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK OR CLARIFICATIONS. RETURN OR EXHAUST AIR 2 2. AIR DISTRIBUTId4: r— VOLUME DAMPER 2.1. DUCTWORK SHALL BE SPIRAL GALVANIZED STEEL METAL PER SMACNA.REFER TO SPECIFICATION 23 30 00.INTERNAL LMNC CI NOT PERMITTED IN THE � j SUPPLY DUCTWORK. © THERMOSTAT(MOUNT 5'-0'UP,UNLESS OTHERWISE NOTED) 'r`S 2.- FLEXIBLE WCT LENGTH SHALL NOT EXCEW 3'-0'.USE ONLY ON FINAL SENSOR FOR THERMOSTAT; (MOUNT 6'-0'UP ON COLUMN) OS OR UNLESS NOTED 0TlffR1MSE. I le: CONNECt10N TO SUPPLY AIR DIFFUSER,RENRN NR GRILLE OR DIFFUSER f: AND TRANSFER GRILLE OR DIFFUSER.B0'TURNS ARE NOT ALLOWED,OFFSET NEW CONNECTION ANGLES SHALL BE KEPT TO A MINIMUM.SEE DETAIL 3/M-111. ,3 T%AND ADJUSATION ANDPSGNAGE 5W7NGINGSFROM AND AIT OWTO�TE LIGHAIR T r DIMERS IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTED CEILING T CFM CUBIC FEETXXXR CFM PER MINUTE 2 PLAN. TE 2.4. NOT USED. SAD SUPPLY AIR DIFFUSER I 1 !,, I i• , i-. ..I iI SAG SUPPLY AIR GRILLE 2.5. PAINT THE INTERIOR SURFACE OF DUCTS(WHERE VISIBLE)THROUGH GRILLES, I {' DIFFUSERS ETC.USE FLAT OTM'(DIRECT TO METAL)NON-SPECULAR BLACK SAR SUPPLY AIR REGISTER i! L 1 I i i[-1 RETURN''� PAINT. RAG RERN AIR GRILLE '-ti I �' ~i' 2.6. SUPPLY AND/OR RETURN AIR CEILING PLENUMS ARE NOT PERMITTED. EAG EXHAUST AIR GRILLE �'�YL 27. ALL VOLUME DAMPERS SHALL BE FLAGGED WITH STREAMERS FOR EASY X EXISTING TO REMAIN Ie� I-I IDENTIFICATION ESPECIALLY WHEN COVERED WITH INSULATION. %0 EXISTING TO BE REMOVE N Z I I XR EXISTING RELOCATED' (I i-h-j I -'�') i j BEAUTY I i 2.8. NR BALANCING: BALANCE AIR TO INDICATED QUANTITIES WITHIN A XRR EXISTING TO BE REMOVED AND RELOCATED O ( _' TOLERANCE OF PLUS OR MINUS 1076 ADJUST SUPPLY AIR GRILLE BLADES TO N NEW MEET COMFORT CONDITIONS IN WORKING AREA PER MANUFACTURER'S S I I II I RECOLIMI:NDATIONS Ir ik2 DEMOLITION NOTES 3.1.,ELECTRIC BASEBOARD HEALERS(EBBH)ARE PRONDW UNDER THE ELECTRICAL CONTRACT.lHE7 ARE 5H6WN ON THIS DRAWING FOR 1, DUCTWORK TO BE MODIFIED TO AS SHOWN IN PHARMACY AREA. ! 1 ' I +'+r INFORMATION dJLY.SEE ELECTRICAL DRAWINGS FOR THE CAPACITY, ELECTRICAL DATA AND MOUNTING. 2. PHOTO HAS BEEN REMOVED HOWEVER DIFFUSERS AND DUCTWORK C INSULATION: To REMAIN N EXISTING TO REMAIN CEILING GRID. `, ,• 1. TCTWORK PER SPEOFlCATION 20 07 00. a _T— I u i 4. INSULAE WGENERAL NOTES - g —+ '•! �- \ __ '—- REFERENCE KEYED NOTES L` I II i �RJDIVISION 23-MECHANICAL I. SHOWN OTHERRWISE ON PIANS R BY KEYNOTES AN UNLESS 23 oa O7 RE-BALANCE EXISTING DIFFUSER. 2. RE-BALANCE ALL NEW AND SOME EXISTING DIFFUSERS PER � 6 . KEYNOTES G23 08 07> AS SHOWN ON PLANS. \ (I J N 1 I nom./ >. ��• _, HANDER U m \\i 1 23 30 17 NEW BRANCH CONNECTION TO EXISTING DUCTWORK. � - ROUNDUWORKSPIRAL W i_ 3 lk�I I ',�. \�'� •� ^� VAV DIFFUSERS WITH LOCAL WALL THERMOSTAT FOR EXAM,CONSULT ROOMS TO MODaBO VATH K I -` w W W Z - 23 80 12 BE INSTALLED N PLACEMENT OF REMOVED CEIUNG DIFFUSER KMI TfI - �/ _ �v INSULA . t x \ _ EXISTIT NSC CEILING SUPPLY DIFFUSER TO BE REMOVED AND BRANCH 23 80 13 ! ga W n Q -_ - - BACK TO MAIN AND CAPPED / / C K DEMOLISHED ( / I � Q O O —,Q,`OngQeLjCllOr9 nlaT48 '-0"MAxIMUM I J a ( diR SER i- FLEXIBLE DUCT I ==I Qi DR6L15 VOLUME DAMPER AT TAKE LL CITY OF PORT�,fdCzELES 3�ECHANICAL PROPOSED FLOOR PLAItl ��f e"1 these plans,specie( OFT-VOL(TYPIUME AL}- � The Issuance Of this � -' ' _ _ -wwla DAMPER SHALL eh^ not r.::^.at Q3 building Official HAVE A SINGLE 24 6A MRL BLADE CONTINUOUS cations and other��{ .`tI P ,,�{ ROD POS ION ARM from thereafter MALI;"ilg the correc-`as9 W errors in said FJQD TOO lA ALL BE GN 807704 OF W/LpOKIID TING NUT /�,� (t�..� preventing Popp EOM'BALL eE AuaaD.NDT TO PER s4A1}IA.FlG 2-12. plans, spe cificrlY.g and other data, 9P ('dm DaXED 12'HORIZONTAL OFFSET' building operatS ging carried on flyerrtder when in NOT TO SCALE S violation of all cGdG3 avid ord;nanceS d this jurisdiction. O SUPPLY FLEXIBLE DUCTWORK m c Z (SECTION 303(c)-Urt n&Wi5u � UI 1g ) w ILL O O By 4 Approval Date -------- "�— v4'-r�r •eM-1 1 1 0 S' 8 1F 1/HM1Yd r