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Home My WebLink AboutBLD10-178CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCELNO. 989800060 _— PERMIT NO. BLD10-178 ISSUED DATE __ 10/27/2010 __—~«EXPIRATIONDATE __ 04/25/2011 ADDRESS 820 LAKE STREET CONSTRUCTION TYPE _V-B_ OCCUPANT LOAD OWNER SOULE JAKE PROJECT DESCRIPTION New Metal Shop Building CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT TESC -FENCE/ENTRANC lef ) S ok ache 6k ( Week FOOTING Wat |"'2/ 1, Pov~ Ylanl . mas Oy iy SLAB UFece IW. (Wf, Mak baler roo CONCRETE 127 toto” eet . Koa r a y Euteo Podgguiae sesed under Slabs Plumbing VEU cL FRAMING Wher 2/1 Pov- Chea STRUCTURAL STEEL SAL diel gall iran Shear Acicling (wt), 6412. yb/ AL FUER RIS Spoad dasa Plumbing’ L mh; INSULATION if R1SB Spund pasof Plomboing (. becth coom F (fe/y owe fs ae PAYl wie 95e/r wk Tire SedavnAer esa , 1%, x ROOF NAILING | SPECIAL (Reston ~ isktl long) 42-24-15 ta FPP-FINAL ; See MECI 4-002. FINAL PLANNING reall Coe lovee ; FINAL PUBLIC WORKS den Os, (ae a oF hug 2414 UY LANDSCAPE PER LUP FINAL BLDG./C OF O TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. Scottie Foster From: Teresa Eckblad Sent: Tuesday, July 26, 2011 1:53 PM To: Scottie Foster; Fred Slota Subject: Storm sq ft | have a new account set up for address 820 Lake St. They are now being billed for water and wastewater, however, | do need the impervious sq ft in order to set up their Storm billing. Could you please route this to the correct person to get me this information? Thank You, Teresa Eckblad 56 UV Le. Utility Billing y City of Port Townsend AD Lp ¢ © - [ wi 360-379-4409 teckblad@cityofpt.us SD e LOD _ ©O [ — genpmtrinspecthist 820 LAKE STREET Michael Hoskins Michael Hoskins Fred Slota Michael Hoskins Fred Slota Michael Hoskins Michael Hoskins Michael Hoskins Fred Slota Fred Slota Michael Hoskins Inspection History Application # BLD10-178 C- it Tencing, construction FENCE/ENTR entrance ANCE SETBACKS SURVEY PINS FOOTING PLUMBING SLAB PLUMBING HYDR. PLUMBING SLAB SLAB CONCRETE FRAMING FRAMING SHEAR WALL STRUCTURA LSTEEL INSULATION GWB ROOF NAILING SPECIAL FPP-FINAL Setback Inspection verified through survey pins Building - Footing Inspection Plumbing - Slab Hydronic piping Plumbing - DWV - RI Structural Load Bearing Slabs Structural Load Bearing Slabs Building - Misc. Concrete Building - Framing Inspection Building - Framing Inspection Building - Shear wall Building - Structural Steel Insulation Gypsum wall board nailing Inspection Building - Roof Nailing Building - Special Inspection Fire - Final 12/13/2010 12/13/2010 01/13/2011 01/24/2011 12/12/2011 01/21/2011 01/24/2011 03/04/2011 04/05/2011 12/13/2011 12/16/2011 APP APP APP APP APP NAPP APP PEND APP PEND APP PEND APP PEND PEND PEND PEND Report runon March 20, 2013 10:35 AM Page 1 sa e se Per Plan Uffer Installed. Plumbing in and under test ( bathroom area) see correction 1-21-11 Steel Frame Wood Frame Interior. Wood framed office space 6"/12" O/C R-13 at bathroom and office area for sound. Esterior of building already insulated. QN A d QN a d QN A d QN a d IN V SE : 0 1 €L 0 z ‘O z Yu e «u o uN Ju o d a y Zz ab e g oO 4d o o / o d i d Ao u e d n s 9 0 9 Jo ay e o y I H a 9 / TW N I a A sj u a w a l i n b a l dn Ya d dn 4e d au o p ad e o s p u e 7 ] AJ d q V O S A N V 1 SH M Y O M uo o e d s u je u l 4 on g n d Bu u e e u l b u g ju a w d o j a n e q TW N I A SO N I N N V 1d je u l 4 - Bu l u u e | g © NI A SZ L - O l L d l g d # uO o H e o l | d d y A1 O } S I H Uo l } D a d s u ] ys i y j o o d s u u j u d u e b City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER | oh &> OWNER So Ae JOB LOCATION woe Lave Aue_ Inspection of this structure has found the following violations: ~ Zz. —— Cus ~~ Vy Wwes aA (CO ps i VA BK +x = strh e Pa —— Daa \ A { [ 7 emench — 7 7 \.\ Five Roe —<— 7 ae \AZ SS. = [ [ You ar hereby notif ises until the above violations ar yns have been made, call for ins Date | ~ 24 “ DSD Main Office (360) 37 NS 68s 7885-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE | City of Port Townsend Development Services Department Correction Notice PERMITNUMBER _|O- \ 78 OWNER Soule JOBLOCATION S20 LAK Aue Inspection of this structure has found the rollowind violations: — / : . , LY AW inseam heat “loads Sta Be ——— pressuve Yes teo\ at not less “inn (00 Ibs 951. 2\ And INsva, ASME R LINGS Sie we Be pressuve/ tested 6% _GO ps, ov pte WwAbem <EQV ICE. LJORKING press vv . —,_ \ VA — > _CALY tor WED specttuy Lo WA \ L* we VUE You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date |- Z\- | \ Inspector Whreskers Le DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department Correction Notice PERMITNUMBER _ [O7 \7& OWNER Deen JOB LOCATION Inspection of this structure has found the following violations: K<_.). 4 ‘ \.\ Aemese usater (Cn Drev y END —_? 5 id Forms DR xe pe You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. Wheff corrections have been made, call for inspection. il Date 2-14 “lO Inspector DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Thomas L. Aumock Consulting Fire Code Inspector 2303 Hendricks Street, Port Townsend, WA 98368 Office : (360) 385-3938 Email: taumock@cablespeed.com Cell : (360) 643-0272 MEMORANDUM To: Fred Slota, Bldg. Official, City of Port Townsend Development Services Dept. 4 Fr: Tom Aumock, Consulting Fire Code Inspector, East Jefferson Fire & Resc Dt: 22 September 2010 Re: — BLD10-178, Soule Workshop, 820 Lake Avenue: Building Type Change Cc: — G. Pomeroy, Fire Chief, East Jefferson Fire & Rescue The above-reference proposal was reviewed by this plans examiner relative to the International Fire Code [I.F.C.], 2009 Edition, as amended by the Washington State Building Codes Council, and City of Port Townsend Ordinance 2947. The following constitutes my findings and determinations based upon the plans of record submitted, and a phone conversation with the applicant on this date. And, includes the Building Type change Findings & Determinations: 1. The proposal was reviewed as a one-story occupancy with a total of 2,700 square feet of fire area with a Group F1 occupancy, with a Type V-B construction classification. Woodworking machinery will be involved—see item 5. below. Approximately one-half of the building is to be used as a separate rental space. 2. Addressing for the proposal shall be consistent with the Municipal Code for size, and be in a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background [I.F.C. Section 505]. 3. Road access for this proposal from Lake Ave. is found to be consistent with I.F.C. Section 503 and Appendix D fire apparatus access road design standards. 4. Access to building openings is designed consistent with the LF.C. Section 504. 5. An automatic fire suppression system (sprinklers) is not required under I.F.C. Section 903.2.4 as the woodworking operation will not exceed the 2,500 square foot threshold for a sprinkler threshold requirement. Portable sanding tools are used, as well. It is highly recommended that said tools be provided a formal dust collection system. 6. An automatic fire detection alarm system is not required for this occupancy under IFC Section 907 of said Code. 7. Fire extinguisher sizing and placement shall meet or exceed IFC Section 906 and NFPA Standard 10, which requires a 3-A:40-B:C fire extinguisher at the exit doors. 8. Fire flow and fire hydrant review for this proposal is derived from the requirements of the City of Port Townsend Engineering Design Standards, Section 903.2 and Appendix B and C of the I. F. C., and applying the maximum spacing rules for mixed-use, and commercial areas as defined by this project: a. Fire hydrants are located on Lake Ave. on both sides of the subject site, thus, the existing hydrants meet the proximity requirement of the City’s Engineering Design Standard [Chapter 2 “Water”, Section 1, which requires an existing fire hydrant within 150 feet of a project site. b. The proposed project site is found to be within the afore-stated fire hydrant spacing requirement from the EDS. c. Based upon the location of hydrants adjacent to this proposal, it is the determination that no new fire hydrant is required for this proposal. d. The fire flow requirement is met by the cumulative flow of existing fire hydrants, at over 2,000 gpm from looped water mains. Any other applicable or relevant sections of said Code not covered herein shall nonetheless apply to this proposal. It is the recommendation of this consulting Fire Code Inspector that the proposal be approved subject to the aforesaid requirements. 1.25 hour was logged for the review and reporting for this proposal. Thomas L. Aumock Consulting Fire Code Inspector 2303 Hendricks Street, Port Townsend, WA 98368 Office : (360) 385-3938 Email: taumock@cablespeed.com _— Cell : (360) 643-0272 MEMORANDUM To: Fred Slota, Bldg. Official, City of Port Townsend Development Services Dept. Fr: Tom Aumock, Consulting Fire Code Inspector, East Jefferson Fire & Rescue Dt: 14September 2010 Re: | BLD10-178, Soule Workshop, 820 Lake Avenue Ce: G. Pomeroy, Fire Chief, East Jefferson Fire & Rescue The above-reference proposal was reviewed by this plans examiner relative to the International Fire Code [I.F.C.], 2009 Edition, as amended by the Washington State Building Codes Council, and City of Port Townsend Ordinance 2947. The following constitutes my findings and determinations based upon the plans of record submitted, and a phone conversation with the applicant on this date. Cg VB tre Deresde_F-22-16 mt) € Findings & Determinations: “Rewese0 shes | s 1. The proposal was reviewed asa one-story occupancy with a total of 2,700 square feet of fire area with a Group F1 occupancy, wit p Struction classification. Woodworking machinery will be involved—see item 5. below. Approximately one-half of the building is to be used as a separate rental space. 2. Addressing for the proposal shall be consistent with the Municipal Code for size, and be in a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background [I.F.C. Section 505]. 3. Road access for this proposal from Lake Ave. is found to be consistent with I.F.C. Section 503 and Appendix D fire apparatus access road design standards. 4. Access to building openings is designed consistent with the I.F.C. Section 504. 5. An automatic fire suppression system (sprinklers) is not required under I.F.C. Section 903.2.4 as the woodworking operation will not exceed the 2,500 square foot threshold for a sprinkler threshold requirement. Portable sanding tools are used, as well. It is highly recommended that said tools be provided a formal dust collection system. 6. Anautomatic fire detection alarm system is not required for this occupancy under IFC Section 907 of said Code. 7. Fire extinguisher sizing and placement shall meet or exceed IFC Section 906 and NFPA Standard 10, which requires a 3-A:40-B:C fire extinguisher at the exit doors. "8. Fire flow and fire hydrant review for this proposal is derived from the requirements of the City of Port Townsend Engineering Design Standards, Section 903.2 and Appendix B and C of the I. F. C., and applying the maximum spacing rules for mixed-use, and commercial areas as defined by this project: ae a. Fire hydrants are located on Lake Ave. on both sides of the subject site, thus, the existing hydrants meet the proximity requirement of the City’s Engineering Design Standard [Chapter 2 “Water”, Section 1], which requires an existing fire hydrant within 150 feet of a project site. b. The proposed project site is found to be within the afore-stated fire hydrant spacing requirement from the EDS. c. Based upon the location of hydrants adjacent to this proposal, it is the determination that no new fire hydrant is required for this proposal. d. The fire flow requirement is met by the cumulative flow of existing fire hydrants, at over 2,000 gpm from looped water mains. Any other applicable or relevant sections of said Code not covered herein shall nonetheless apply to this proposal. It is the recommendation of this consulting Fire Code Inspector that the proposal be approved subject to the aforesaid requirements. 1.0 hour was logged for the review and reporting for this proposal. BD 10O-iInN¥ Hh] SP 1O-OAIG SEP - 1 2010 City of Port Townsend Development Services Department CITY OF PORT TOWNSEND = BUILDING ADDRESS APPLICATION Name of Property Owner: _| Aa Zz Qvlo- Mailing Address: (Y66 Sok a ae be Pr WA 9636S Telephone: S60 64 5 3S 3O Property is located in: Addition. PUR Block(s): Lot(s): GO Faces/Access is from: Lake_ SFE , Parcel Number IEF BOO O6 O Directions to the Property (draw vicinity map on back) If this is anew ADU, has a building permit been applied for? ___Yes__No Date: Notes: ADDRESS NUMBER ASSIGNED: @209 246 46 Avzn ce Date of Approval: #770 sk hurdle LER For Department Use Only: Application Fee Received ($3.00): Date: Copy to: 0 Finance 0 Fire Dept 0 Post Office © O Sheriff O Police 0 GIS SD database UO Assessor’s Office O Public Works P:\DSD\Fonns\Building Forms\Application-Address Number.doc ; 2/5/09 Wu d 7 . 11 t h St . = — ~ US it a et = a 10 4 2 10 4 1 aa n 40 2 7 DI S C O ’ 5 | a = ge 4 TU O O TO O T 00 9 1 4 7 = 8 3 2 Ne vi 4 ®| 41 0 5 9 8 1 8 1 SH O R ’ no ] : | on = ro e g y | ro s e } Be e ] p0 1 87 i n o a l @ 10 T H ST R E E T 10 t h St . 3 oF ZA a 4 s Hy \ ; 40 3 % £0 4 4 14 0 9 4 3 5 = A 10 0 : 10 0 9 ] g 7 36 35 3 31 2 a 24 32 4 Lr @ hO 2 94 7 5 48 7 9 g 10 T H 5 40 t h St . 40 T H 3 D 3 4 * w és - ; , ‘ a Be a l g (O 1 8 [s| oa 3 1 ) f o 3 a _ | 99 5 . ) 93 0 2) , | x 5 2 ae In g mh 49 4 7 2 7 ho 2) It ad a ‘ wy I 32 3 = o— * 92 2 - 2 0 4 . . yu ; w ; Ue od gi i N. 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BLDG. in PTB SCOPE OF WORK: DATE ACTION INITIALS G-{|-— 1O© | ENTERED INTO CHET nie CHECKED FOR COMPLETENESS Plan Review #Bedroom(s)= ___#Bath(s)= _ Heat Type: FB 7e Fn eek. Tom @. Be A4-S-10 [AppZzess APFoved:. SZo LAKE sr SF_ G-1d-10]/ VLAan Keven Meme buck Fitem TT Amok SE G-24-(e |-fom Rameeh f¢ Segue El ve Repent yoik- G-2Y-l0 Plaw velewt Caenykt, WHE %-2Z0-\%> [Ber vauble to compre. i is tach fous 2 host abl: = poosed wil be ob eA LZ. Ft Ab ‘fail [4 SEPTIC? SQWVdIZ yu Zoning: Pree Pus oM Setbacks OK? N Fas ; SUA Lot Size: AW? (1 tw A Building Size: Z, (0d) Ot 2 Fo TD Wa Meow es OITUNS lot TVA Lot Coverage: ’ FAR OK? Pl\> Height OK? Parking OK? Critical Area? (Check plo Impervious Surface limits 19.05.050D4(a) Shorelines Jurisdiction? WO Demo? WO Historic Rev/ ny Design Rev? By Bree LUC psec. (Cowie Notice to Title? wo! Lots of Record? | WO P:\DSD\Forms\General Use Forms\Activity Log Bldg Permit.doc July 12, 2010 Remsen BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-178 Permit Type Commercial - New Project Name New Metal Shop Building Site Address 820 LAKE STREET Parcel # 989800060 Project Description New Metal Shop Building Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Soule Jake Owner Soule Jake Contractor Owner Builder Q- STATE exempt 12/31/2011 Fee Information Project Details Project Valuation $1 14,247.20 Entered Bid Valuation 12,000 DOLL PLAN REVIEW REFUND 150 -150.00 Industrial Plants — Type V-B 2,640 SQFT PLAN REVIEW REFUND 50 -50.00 Units: Heat Type: PLAN REVIEW DEPOSIT 50 50.00 Bedrooms: Construction Type: V - B PLAN REVIEW DEPOSIT 150 150.00 Bathrooms: Occupancy Type: F-] Building Permit Fee 1,077.75 Plan Review Fee 700.54 Technology Fee for Building Permit 21.56 State Building Code Council Fee 4.50 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 1,817.35 **%* SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of haprop rty or authoriz Print Name __- Signature gent of fhe owner. cc Date Issued: Issued By: 10/27/2010 MWAY Date Expires: 07/23/2011 one Ll BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-178 Permit Type Commercial - New Project Name New Metal Shop Building Site Address 820 LAKE STREET Parcel # 989800060 Project Description New Metal Shop Building Conditions 1. Property corner survey pins must be located at time of footing inspection to verify setbacks. 2. Revisions submitted and approved: Add interior 192 sf break room and 192 sf of office above (2 levels) Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. | certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Date Issued: 10/27/2010 Print Name Issued By: MWAY Date Date Expires: 07/23/2011 Signature City of Port Townsend Development Services Department 250 Madison Street, Suite 3 Port Townsend WA 98368 360-379-5095 Fax 360-344-4619 REVISION TO BUILDING PERMIT # 6LD \0 - (72 Revision # | OWNER: DAKE, Ged\e_ SITE ADDRESS: 820 Lake Ave. Total Value of Revision: $ | ee ,O00 | Impervious Surface Change? OU Yes No Revisions require 2 sets of plans and a written scope of work that fully describes the proposed change plus any additional information that will be of assistance inissuing your revision. If your plans were stamped by a design professional, all revision submittals require a stamp with a wet signature. Be avare that changes to the existing approved plans may also require you to revise your original building permit application (lot coverage, impervious surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to conform to your proposed changes. Scope of work: Kad aad \Udeter da sf break veam ank lave. EZ Lealehs a oo | ZA aa ni Z a Date / ‘T OFFICE USE ONLY: Submittal date: Two sets of plans for revision: Approval of engineer of record (if original plans engineered): 0 Yes 0 NoO NA P:\DSD\Department Forms\Building Forms\Application-Revision.doc BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-178 Permit Type Commercial - New Project Name New Metal Shop Building Site Address 820 LAKE STREET Parcel # 989800060 Project Description New Metal Shop Building Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Soule Jake Owner Soule Jake Contractor Owner Builder O- STATE exempt 12/31/2010 Fee Information Project Details Project Valuation $102,247.20 Industrial Plants — Type V-B 2,640 SQFT PLAN REVIEW REFUND 150 -150.00 Wits: Heat Type: PLAN REVIEW REFUND 50 -50.00 Bedrooms: Construction Type: V - B PLAN REVIEW DEPOSIT 50 50.00 Bathrooms: Occupancy Type: F-1 PLAN REVIEW DEPOSIT 150 150.00 Building Permit Fee 1,010.55 Plan Review Fee 656.86 Technology Fee for Building Permit 20.21 State Building Code Council Fee 4.50 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 1,705.12 *% SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner otf ( the/proper authorjzed agent of the owner. Print Name <i <Cy ees Date Issued: 10/27/2010 ay (0/2 +/10 Issued By: MWAY Signature as Ze Date / Date Expires: 04/25/2011 Z a = —S BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-178 Permit Type Commercial - New Project Name New Metal Shop Building Site Address 820 LAKE STREET Parcel # 989800060 Project Description New Metal Shop Building Conditions 1. Property corner survey pins must be located at time of footing inspection to verify setbacks. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Date Issued: 10/27/2010 Print Name ee Issued By: MWAY Date Date Expires: 04/25/2011 Signature 10/27/2010 14:55 FAX 4257752775 FIRST WESTERN INVESTMENS gj 001 PTBP LLC P.O. BOX 1449 D iE C Ee i V E EDMONDS, WA 98020 PHONE: (425) 775-6000 OCT 27 200 . FACSIMILE COVER SHEET. ; CITY OF PORT TOWNSEND OUR FAX NUMBER IS (425) 775-2775 TO: JOHN MCDONAGH DATE: October 25, 2010 COMPANY: CITY OF PORT TOWNSEND TIME: FAX NO: (360) 344-4619 FROM: Mark Zenger TEL: (360) 344-3070 NO. OF PAGES: _9 (INCLUDING THIS COVER SHEET) RE: LOT 60, PORT TOWNSEND BUSINESS PARK ARCHITECTURAL COMMITTEE APPLICATION/CHECKLIST Dear John, Attached is the completed checklist we discussed. Please review and call me with any questions or comments at your convenience. Best regards, Mark Page 1 of 1 John McDonagh From: John McDonagh Sent: Friday, October 22, 2010 4:59 PM To: 1western@halcyon.com Ce: Meg Way Subject: Jake Soule, Lot 60, PTBP Hi Mark, I've reviewed the color chart revisions for Jake’s building and they’re fine. If you could fax, as well as mail, the approved PTBP Architectural checklist to us, that'd be great. That way we can issue Jake’s BP on Monday. Thanks for you help with this. See you again soon. John McDonagh, Senior Planner Development Services Dept. City of Port Townsend Pt. Townsend, WA 98368 360-344-3070 office 360-344-4619 fax 10/22/2010 PTBP LLC P. O. BOX 1449 EDMONDS, WA 98020 November 8, 2010 Mr. John McDonagh CITY OF PORT TOWNSEND DSD 250 Madison Street Port Townsend, Washington 98368 Re: Port Townsend Business Park Lot 60 / Jake Soule Dear John, Enclosed is the original completed checklist that was previously faxed to you. Please review and call me if you have any questions or need any further information. Best regards, Enc: as noted above 10/27/2010 14:55 FAX 4257752775 FIRST WESTERN INVESTMENS PORT TOWNSEND BUSINESS PARK ARCHITECTURAL COMMITTEE APPLICATION/CHECKLIST PROPOSED BUILDING USE(S): i oo2 Applicant: Ja kee Gow) be Address: (4bL xoth et PT W444 3hS Contractor: Cathe i Address: Architect: Address: Engineer: Address: Engineer: Address: Contact Name: Telephone Number Facsimile Number: Contact Name: : be- 93-38 we? Telephone Number: Facsimile Number: Contact Name: Telephone Number: Facsimile Number: Contact Name: Telephone Number: Facsimile Number: Contact Name: Telephone Number: Facsimile Number: Note: Applicant acknowledges that any development is subject to conditions and requirements of the plat, CCRs, PUDA, City of Port Townsend requirements, and applicable building codes and ordinances. Architectural Committee approval, if and when issued, does not relieve Applicant's sole responsibility to familiarize itself with, understand, and fully comply with all such items. Application completed and spbmitted by the following authorized representative of Applicant: By: o WA a : Cou Take ctl } Title: ~? Date: _¢ Th a of L v Be AE EAE EC ACC CO EE 2 CIE ICS AC FE AC IE Te RRC ARC OE ICS AC AIC FCC HCC aK CAR ICRC SAC CAE SERCO fe of ke ses eae ae Application approved (with changes noted, if any) by Architectural Committee for Port Townsend Business Park: , By: _ Ze fe ae al aa pais {Print Name: _ vtet2@ csv ot} Ver.: PIBPckist®1 i 2i ola es amen Title: — rer Iac Date: {D by fle Lot #(s): 68 10/27/2010 14:56 FAX 4257752775 FIRST WESTERN INVESTMENS 003 Property Use and Development Agreement {Port Townsend Business Park Planned Unit Development) 1. 30, 31. 32. Ver.: PIBPcklstO! 121 No substantial change or addition to Planned Unit Development requested? Use consistent with: Property Use and Development Agreement (“PUDA")? PTMC zoning districts? C-_ C-IN'___ M-I_ Project does not result in PTBP exceeding 20% of total building area occupied by office or retail (does not apply te accessory offices or retail)? Total park square footage: Total office/retail (not including accessory uses): % of total building area occupied by office or retail: o% . No special allocation of building square footage in phase approved? (If no, attach revised PTBP CCR Exhibit VIE.) Building meets minimum 1,500 size? Proposed permanent sign(s) meet PUDA type (wall, monument, or business complex)? Parking meets required number per PTMC 17,30? + (Note: number required > number provided 7 ) Minimum parking space/road dimensions meet PUDA requirements? Landscaping consistent with appropriate office (Exhibit 23) and primary zone (Exhibit 22) requirements? [Landscape zone of Lot(s) per exhibit 19: 22] Is any proposed lot combination approved? (If approved, attach the required restrictive covenant for city approval. Setbacks and secondary access road easements are extinguished along the common boundaries of the combined lots, provided adequate alternative access is available to the remaining Lot and overall traffic circulation is not impeded.) Proposed building, structures or exterior additions approved as to quality of workmanship and materials, and harmony of design and size with existing structures [approval to be based on consistency with architectural standards in PUDA and PT BP CCR's]? Page 2 267,000 4 A Yes Y No __ Yes No __. Yes ms _. 10/27/2010 14:57 FAX 4257752775 FIRST WESTERN INVESTMENS oo4 33. 34, 35. 36. 37. 38. Do Lot size and wicth requirements meet Exhibit 33 requirements? (If no lot reduction proposed, requirements are deemed met.) Is any fot combination proposed approved? Maximum height meets zone requirements (Zone 1: 25°; Zone 2: 35 ? / Height Zone: G- Maximum building height:3y "Yes “No __ Building Height: Ni Minimum setbacks meet Exhibit 18 requirements? (If lot combination proposed, interior setback requirements are waived.) Yes___ No Py Fs 27 fF a *) Exhibit 18 requirements: north { 2) east AU west Se south notes Proposed setbacks: north i east Bla west *) south 2C! notes {note: sefbacks measured from exterior Jot lines or centerline of adjacent secondary access roadway easements, if applicable) Any proposed storage yards abutting perimeter of site screened to a . Yes. No__ N/A ia maximum of 8‘? No tree having a diameter of six inches or more, four feet above the J ground level, which is ten feet or more from any building pad or Yes” No N/A appurtenant structure, roadway or parking facility is heing removed, unless removal is necessary to construct the improvements herein? No tree constituting a danger, except as determined by Architectural wa | Committee, is being removed? Yes__ No__ N/A_ Proposed landscaping meets Landscaping Material Schedule (Exhibit 25)? / Yes“ No__ Proposed fandscaping is approximately 2/3 coniferous and 1/3 deciduous? UY . ; Yes No Proposed landscaping meets Landscape Standards Plan? Ver.: PEBPckist01 123 Page 3 Lot #(s):__ 4b 10/27/2010 14:57 FAX 4257752775 39, 41. 42. 43. 45, - Roof not less than 3:12 pitch and constructed only of composition, coated metal, wood shake, or wood shingle? , fi che FIRST WESTERN INVESTMENS For lots 2-A, 4-A, 5-A, 6-A, 51-A, 52-A, 55-A: aluminum, vinyl, corrugated metal, or sheet type (e.g., T-111) siding specifically approved by the Architectural Committee? Roof pitch 5 :12 Roof material: Any storefront for business serving the public includes at least one display window containing at least 257 in area with a sill height not more than 2! above grade? Window area @ Sillbeight: * Exterior colors from PTBP palette ‘ , i Exterior colors: Hhile okt ga Ree - Aaht Show 39-8 Dumpsters, recycling bins, refuse facilities screened from view from Yes Yes primary circulation loop road? Location of such facilities: . Primary access to all storage yards from secondary access roads? Setbacks from secondary access road(s) not used for storage yards? Exterior lighting shielded to mitigate light and glare affecting traffic safety and neighborhood privacy? Yes No-high intensity lighting located on building walls facing off-site? On-site, low voltage lighting ground mounted or not exceeding 8°? Yes Ver.: PTBPckist0t 12: Page 4 Yes Yes Yes No_.. N/A VA No No__ 005 or otherwise appr re O_O. Yes “No = Yes_[/ No__ N/A__ N/A "a Lot #fs): 42 10/27/2010 14:57 FAX 4257752775 49. 52. 33. 60. 61. FIRST WESTERN INVESTMENS No native soil ts Gemng used as structural fill? If no (.e., native soils are being used), are requirements of Myers Biodynamic Inc. Geotechnical Evaluation dated 3/10/93 being followed? For lots 7, 8, 9, 10, 11, 12 or 13: have engineered foundation plans been completed? Applicant has been informed that exterior construction (including painting) must be completed within six months of the start of construction? 31, 33-D, 35-D, 36-D, 37-D, 39-D, 41-D, 43-A, 46-A, 49-A, and 52-A): Yes_ No__ NAL a. have loading doors not been fronted off-site? b. are exterior windows fronting off-site fixed? ¢. are exterior doors fronting off-site: (i) NOT bypass, surface or pocket sliding doors, and (ii) acoustically insulated and fitted with mechanical closures? d. acoustical insulation provided for all roof plans and exterior walls fronting off-site? Construction of required secondary access roads included on plans? Ver.: PTBPcklstOi 123 Page S ves No __ For lots in Noise Abatement Zones (i.e., lots 9-B, 10-B, 11-B, 15-B, 17-B, 20-B, 22-C, 23-C, 24-C, 27-C, 29-C, Yes __ Yes No__ N/A No__ Nia % No__ N/ALY No __ Lot #{s): joie’ 10/27/2010 14:58 FAX 4257752775 FIRST WESTERN INVESTMENS 007 Declaration of Covenants, Conditions and Restrictions (Port Townsend Business Park} [uses, office and retail limitations: See #2 and #3 in PUDA section] §2. §3.1 All buildings and structures conform to the Site Plan (Exhibit VI}? §3.2 [Aggregation of lots: see #31 in PUDA section] $3.4 Minimum Lot Size [see #33 in PUDA section] Minimum Lot Width [see #33 in PUDA section] Building Size within Maximum Lot Coverage allowed (Exhibit VIII)? Building Size: RYE Maximum Lot Coverage: Qe Maximum Height [see #33 in PUDA section] Fencing height not exceed 6' within lots not adjacent to Property perimeter (but see also #35 in PUDA section)? §3.5 Setbacks [see #34 in PUDA section] §3.5.1 Significant Trees [see #36 in PUDA section} §3.6 Are materials durable and suitable for industrial, commercial or office buildings? Are exterior walls and components the same or architecturally harmonious? Do structural configurations avoid catching and accumulation of leaves, dirt and trash? Are accessory structures design to be compatible with primary structure? If multiple storefronts, is their design ‘unified’? §3.6.1 Siding [see #39 in PUDA section] §3.6.2 Is roof form compatible with building design? §3.6.3 Storefront Design [see #41 in PUDA section] §3.6.4 Exterior colors [see #42 in PUDA section] §3.6.5 Accessory Structures {see #43 in PUDA section] §3.6.6 Storage Yards [see #44 in PUDA section} Ver.: PTBPckistO1 12; Page 6 yes “ No __ Yes Vv No__ Yes Vv No __ Yes / No ___ Yes ~ No Lot #(s): 2 10/27/2010 14:58 FAX 4257752775 FIRST WESTERN INVESTM! > Zoos §3.7.1 Are temporar; erosion and siltation measures indicated on plans. Yes “ No __ §3.8 Prosecution of Work [see #55 in PUDA section} §3.9.1 Noise Abatement Zone [see #60 in PUDA section} §3.10 3.10.1, 3.10.2 Lighting [see #45 in PUDA section] 3.10.3 1s secondary access road lighiing as specified in Exhibit VII? * a Yes No__ N/A 1% 3.10.4 Signs [see #6 in PUDA section] §3.11 Landscaping [see #37 and #38 in PUDA section} 3.11.2 Is the option of preservation of existing 2" deciduous trees J (at 4° height) and 12' high coniferous trees within a Lot (but not Yes % No within an identified buffer) not being used to reduce the street planting requirements on a 1 for I basis? §3.11.4 Does landscaping within Puget Power easement meet Puget's Tree Book standards? Yes__ No__ N/A_% §3.12 Are fences along a buffer zone boundary a maximum of 6* high (3° high for lots adjacent to perimeter of the property)? {Perimeter Property?} Fence height: ___' §3.13.3 Provision of roads: Secondary access roads {see #61 in PUDA section] §3.13.5 Revised Secondary Access Road Location: Does the consolidation of ee lots fronting the primary intemal circulation loop road show any YES. No__. N/A _* required relocation of access point(s) from the primary internal circulation loop road? §3.14 Parking Standards: Are parking facilities and curb cuts consistent / with the Parking and Circulation Plan? (Exhibit V) Yes_¥ No__ Mininwum parking lot dimensions: [see £7 in PUDA section] §3.17 General restrictions: No portion of the property will be used for residential purposes? No uses on the property will be cause a nuisance or disturbance (see Pa also list in CCRs at 3.17)? . Yes *_ No__ Ver,: PTBPcktst01 }2i Page 7 Lot #(s): 5 Q 10/27/2010 14:59 FAX 4257752775 FIRST WESTERN INVESTMENS joo9 §4.5 Applicant wili notify Architectural Committee upon completion of fi construction (and receipt of certificate of occupancy) so Committee Y€S Vo No__ can inspect improvements for conformance with approved plan? OTHER COMMENTS OR CONDITIONS, INCLUDING EXPLANATION OF ALL "NO" ANSWERS GIVEN ABOVE: Supther qe fare Abtiowac am fuleduG coveks ( Lan ttts fr Ett oF PET ae wd Ver.: PYBPcklet0112: Page 8 Lot #3): 4.5 ARCHITECTURAL COMMITTEE APPLICATION/CHECKLIST LOT NUMBER(S): 60 PROPOSED BUILDING USE(S): PORT TOWNSEND BUSINESS PARK PROPOSED BUILDING: size: £0 40 HEIGHT: Applicant: he, Guke. zolh ot Address: (bl, PT W4 4th Contractor: | a Address: Architect: Address: Engineer: Address: iN 0 y j 0 y Engineer: CHT OF Fo TUVWTOLINY Address: OSD Contact Name: Telephone Number: 360~ 673-39 327 Facsimile Number: Contact Name: Telephone Number: Facsimile Number: Contact Name: Telephone Number: Facsimile Number: Contact Name: ill ion Number: i - csimile Number: | Contact Name: Telephone Number: Facsimile Number: Note: Applicant acknowledges that any development is subject to conditions and requirements of the plat, CCRs, PUDA, City of Port Townsend requirements, and applicable building codes and ordinances. Architectural Committee approval, if and when issued, does not relieve Applicant's sole —— to familiarize itself with, understand, and fully comply with all such items. Application completed ds mitted by the following authorized representative of Applicant: Title: A red Date: (0/20//0 eas Name: _ Tag cove } ; iE Y (me OE OI OK SK OK IE 9K OIE 246 2K 5 OIE OIE 246 2K IK 2K 34K 2 2 IK 2 2K 3k 34K 2K KK 2K 2K KE 3IE 2K 3 34K OE IE 24K 9K 34K 24 2K 3K OIE OK 3K 2 2K 2K 2IE 24k 24 OIE 2K 2k 2IC 2IC 2K 2k 31K 2K 2k 26 2K 2K 21k 2 2k 2K 246 2K 2K 2K 2K 2K 2K 2K OK Application approved (with changes noted, if any) by Architectural Committee for Port Townsend Business Park: By: {Print Name: PALL r6~6, Gy Ver.: PTBPcklst0112i Page 1 CHA Liman, Title: __A CES ed Date: ( ofl 2) Lot A(s): AS Property Use and Developme. reement (Port Townsend Business Park P......ed Unit Development ib 30. St 32. No substantial change or addition to Planned Unit Development requested? Use consistent with: Property Use and Development Agreement ("PUDA")? PTMC zoning districts? C-I__ C-III__ M-I_V Project does not result in PTBP exceeding 20% of total building area occupied by office or retail (does not apply to accessory offices or retail)? Total park square footage: 267,000 4 Total office/retail (not including accessory uses): Ra" % of total building area occupied by office or retail: __—% No special allocation of building square footage in phase approved? (if no, attach revised PTBP CCR Exhibit VIII.) Building meets minimum 1,500 size? Proposed permanent sign(s) meet PUDA type (wall, monument, or business complex)? Parking meets required number per PTMC 17.30? (Note: number required Bh number provided 7) ) Minimum parking space/road dimensions meet PUDA requirements? Landscaping consistent with appropriate office (Exhibit 23) and primary zone (Exhibit 22) requirements? [Landscape zone of Lot(s) per exhibit 19: Oa Is any proposed lot combination approved? (If approved, attach the required restrictive covenant for city approval. Setbacks and secondary access road easements are extinguished along the common boundaries of the combined lots, provided adequate alternative access is available to the remaining Lot and overall traffic circulation is not impeded.) Proposed building, structures or exterior additions approved as to quality of workmanship and materials, and harmony of design and size with existing structures [approval to be based on consistency with architectural standards in PUDA and PTBP CCR's]? Ver.: PTBPcklst01 12i Page 2 Yes ra No oe! Yes vA No ‘Bled Yes es 33. Do Lot size and width req. nents meet Exhibit 33 requirements? (If no uk lot reduction proposed, requirements are deemed met.) Yes ¥ No Is any lot combination proposed approved? ue y propo: pp ae NORA Maximum height meets zone requirements (Zone 1: 25'; Zone 2: 35')? Height Zone: {- Maximum building height:3g Vea NOL Building Height: wn > 34. Minimum setbacks meet Exhibit 18 requirements? (If lot combination proposed, interior setback requirements are waived.) a Ne: Exhibit 18 requirements: north ( O east AC west 50 he notes Proposed setbacks: north east bo west ¥e) south pe, notes (note: setbacks measured from exterior lot lines or centerline of adjacent secondary access roadway easements, if applicable) 35. Any proposed storage yards abutting perimeter of site screened to a maximum of 8'? Yes No__ N/A rae 36. No tree having a diameter of six inches or more, four feet above the y ground level, which is ten feet or more from any building pad or Yes ¥ = No__ NIA appurtenant structure, roadway or parking facility is being removed, unless removal is necessary to construct the improvements herein? No tree constituting a danger, except as determined by Architectural a Committee, is being removed? Pes No | NVA 37. Proposed landscaping meets Landscaping Material Schedule (Exhibit 25)? x Yes No Proposed landscaping is approximately 2/3 coniferous and 1/3 deciduous? if 38. Proposed landscaping meets Landscape Standards Plan? we Yes No Ver.: PTBPcklst0112i Page 3 Lot #(s): fo 39. For lots 2-A, 4-A, 5-A, =-.., 51-A, 52-A, 55-A: aluminum, vinyl, A corrugated metal, or sheet type (e.g., T-111) siding specifically approved Yes No N/A by the Architectural Committee? metal, wood shake, or wood shingle? 40. Roof not less than 3:12 pitch and constructed only of Pre on, coated if ct Yes No Roof pitch | :12 Roof material: 41. Any storefront for business serving the public includes at least one display ‘al window containing at least 257 in area with a sill height not more than '2' Yes. No. N/A above grade? Window area Z Sillheight: 42. Exterior colors from PTBP patel) ae otherwise apprqved? | Exterior colors: wa] ou ie 39-—C Yes No peed eee hight Spot. ae Tron ~ Rosht Red 29-8 /27-C 43. Dumpsters, recycling bins, refuse facilities screened ue view from a primary circulation loop road? ves 7 No Nine Location of such facilities: 44. Primary access to all storage yards from secondary access roads? ua Yes. No N/A Setbacks from secondary access road(s) not used for storage yards? va Yes___ No __ N/A 45. Exterior lighting shielded to mitigate light and glare affecting traffic va : safety and neighborhood privacy? Vee.) Bio NEA No-high intensity lighting located on building walls facing off-site? Yes_V No On-site, low voltage lighting ground mounted or not exceeding 8'? iG Yes. No. N/A Ver.: PTBPcklst0112i Page 4 Lot A#(s): fo 49. 32) =}: 60. 61. No native soil is being usc _ __ structural fill? If no (i.e., native soils are being used), are requirements of Myers Biodynamic Inc. Geotechnical Evaluation dated 3/10/93 being followed? For lots 7, 8, 9, 10, 11, 12 or 13: have engineered foundation plans been completed? Applicant has been informed that exterior construction (including painting) must be completed within six months of the start of construction? a. have loading doors not been fronted off-site? b. are exterior windows fronting off-site fixed? c. are exterior doors fronting off-site: (i) NOT bypass, surface or pocket sliding doors, and (ii) acoustically insulated and fitted with mechanical closures? d. acoustical insulation provided for all roof plans and exterior walls fronting off-site? Construction of required secondary access roads included on plans? Ver.: PTBPcklst0112i Page 5 Yes. Nowe Yes¥_ No __ For lots in Noise Abatement Zones (i.e., lots 9-B, 10-B, 11-B, 15-B, 17-B, 20-B, 22-C, 23-C, 24-C, 27-C, 29-C, 31-C, 33-D, 35-D, 36-D, 37-D, 39-D, 41-D, 43-A, 46-A, 49-A, and 52-A): OS i daa WeS) tid ECS tas No __ ee No__ N/A see No __ Lot #(s):_o Declaration of Covenants, Co......ions and Restrictions (Port Townsend Busi....s Park §2. [uses, office and retail limitations: See #2 and #3 in PUDA section] §3.1 All buildings and structures conform to the Site Plan (Exhibit VI)? vA §3.2 [Aggregation of lots: see #31 in PUDA section] es Ne” §3.4 | Minimum Lot Size [see #33 in PUDA section] Minimum Lot Width [see #33 in PUDA section] Building Size within Maximum Lot Coverage allowed (Exhibit VIII)? Y 7, N es oO Building Size: Zb (O Maximum Lot Coverage: 2 700 Maximum Height [see #33 in PUDA section] Fencing height not exceed 6' within lots not adjacent to Property i perimeter (but see also #35 in PUDA section)? Yes Now NIA §3.5 Setbacks [see #34 in PUDA section] §3.5.1 Significant Trees [see #36 in PUDA section] §3.6 Are materials durable and suitable for industrial, commercial or office Y buildings? Yes_¥. No. Are exterior walls and components the same or architecturally i harmonious? ht Pilla, | alt Do structural configurations avoid catching and accumulation of we leaves, dirt and trash? YesV_ No Are accessory structures design to be compatible with primary a structure? Yes__ No__ N/A If multiple storefronts, is their design ‘unified'? Yes__ No__ N/ALZ §3.6.1 Siding [see #39 in PUDA section] §3.6.2 Is roof form compatible with building design? Yes A §3.6.3 Storefront Design [see #41 in PUDA section] re §3.6.4 Exterior colors [see #42 in PUDA section] §3.6.5 Accessory Structures [see #43 in PUDA section] §3.6.6 Storage Yards [see #44 in PUDA section] Ver.: PTBPcklst01 12i Page 6 Lot #(s): Bo §3.7.1 §3.8 §3.9.1 §3.10 §3.11 Are temporary erosio _d siltation measures indicated on plans? Prosecution of Work [see #55 in PUDA section] Noise Abatement Zone [see #60 in PUDA section] 3.10.1, 3.10.2 Lighting [see #45 in PUDA section] 3.10.3 Is secondary access road lighting as specified in Exhibit VII? 3.10.4 Signs [see #6 in PUDA section] Landscaping [see #37 and #38 in PUDA section] 3.11.2 Is the option of preservation of existing 2" deciduous trees (at 4' height) and 12' high coniferous trees within a Lot (but not within an identified buffer) not being used to reduce the street planting requirements on a 1 for 1 basis? §3.11.4 Does landscaping within Puget Power easement meet Puget's Tree §3.12 Book standards? Are fences along a buffer zone boundary a maximum of 6' high (8' high for lots adjacent to perimeter of the property)? {Perimeter Property?} Fence height: __' §3.13.3 Provision of roads: Secondary access roads [see #61 in PUDA section] §3.13.5 Revised Secondary Access Road Location: Does the consolidation of §3.14 §3.17 lots fronting the primary internal circulation loop road show any required relocation of access point(s) from the primary internal circulation loop road? Parking Standards: Are parking facilities and curb cuts consistent with the Parking and Circulation Plan? (Exhibit V) Minimum parking lot dimensions: [see #7 in PUDA section] General restrictions: No portion of the property will be used for residential purposes? No uses on the property will be cause a nuisance or disturbance (see also list in CCRs at 3.17)? Ver.: PTBPcklst0112i Page 7 Yes Noun: Bd OED tt a Yes -¥. No Lot #(s): b 0) §4.5 Applicant will notify titectural Committee upon completion of vg construction (and receipt of certificate of occupancy) so Committee Wes ¥_ Now. can inspect improvements for conformance with approved plan? OTHER COMMENTS OR CONDITIONS, INCLUDING EXPLANATION OF ALL "NO" ANSWERS GIVEN ABOVE: SuszEct qo irhe Ativan of sulcduG coors ( Lnrtw by Att of Ree qo 6D Ver.: PTBPcklst0112i Page 8 Lot #(s): bo Signature® 200 Siliconized Polyester HAWAIIAN BLUE CRIMSON RED EAN GREEN BURNISHED SLATE KOKO BROWN GALLERY BLUE | CHARCOAL GRAY yer cae _~ SADDLE TAN PESEE SAND _?S=) Peles ) “or 44 @> SI-c_ POLAR WHITE RUSTIC RED LIGHT OME , Page 1 of 1 John McDonagh From: John McDonagh Sent: Tuesday, October 05, 2010 1:19 PM To: 1western@halcyon.com Subject: City of PT, BLD10-178 for Jake Soule on Lot 60 in PTBP Hi Mark, | left a phone msg. for you earlier but thought I’d follow it up with a quick e-mail. | know we spoke about Jake having to pave his driveway and 3 on-site parking areas. He’s submitted a revised site plan for that. What | don’t see in his building file is an approval from the PTBP Architectural committee (that'd be you, | assume) for the building design, color, etc. | thought we usually required folks to have that submitted to us at the time they turn in their BP, no? Also, he hadn’t turned in any kind of landscaping plan showing compliance with his lot’s location in the Primary Business zone of the PUDA. I’m assuming you haven't seen anything on landscaping either? If no to both of these, | can call Jake about them. He’d then need to get with you to address them. Once he’s satisfied you, we can issue his BP. Let me know what you think...... Thanks, John McDonagh, Senior Planner Development Services Dept. City of Port Townsend Pt. Townsend, WA 98368 360-344-3070 office 360-344-4619 fax 10/5/2010 greemei /0 Property Use and Development A Port Townsend Business Park Planned Unit Development Exhibit Se c ‘9 , T 30 N, R 1 w, W. M , . ee Oe ee e ae ee e POOR QUALITY FOR FILMING gineering yi En Prepored By: | [7 6 — | ZO N E [' © 25 -F é e r MA X tm o m e ‘v o r 51 0 t2 e ' 7 3 7 9 . Property Use and Development Agreement Port Townsend Business Park Planned Unit Development Exhibit Se e 9. 1 30 N, Ro l W. W. M , Be Da s ox Dh Mi c e me e t Le ee d I S8 2 5 7 “ Li p s Z fi é Prepored By: Soa Olympic VARS: «Taps Jo of ne POOR QUALITY FOR FILMING : NO I S E AB A T E M E N Chel. ep hola, Ti Siteplan ngineering | 3% S198 Cree Wey Port Townsend Business Pork Port Townsend, Washington - . ZO N E Po r t To w n s e n d Bu s i n e s s Pa r k : be t =" me m e . , na c e ue ue ie 1N v e 5 1 0 i 7 3 6 PLOTTFN far inn 20 100 Port Townsend Business Park Planned Unit Development Exhibit 19 Property Use and Development Agreement POOR QUacITY FOR FILMING he e 9, 1 SO O N , RO T Ww W , WM Wy ) a5 ii d fh ae eg | He ‘ }) we °, LT ] ee il SS Se r e n x ax se ) EE TE . By po s t a haw h es t e d aS + >> Ee po k e s we e i i] i i i ! ZL i ro t e ~ BE E S Ko t l a Cb ed r e s a we o s , S a “Por ownsen Siteplan keiten Port Townsend, Washington Port Townsend Business Pork Covaty frqeomo 2 Vo i 21 0 tu e 14 8 Exhibit / Property Use and Development Agreeme: Port Townsend Business Park eZ % Wy b Planned Unit Development 442 30 5 30 10 . 7% v3 30 30 20 °& 30 | cD |V —L 444 10 5 30 30 §E “45 30 5 46 30 30 ~47 10 5 ~ 48 30 5 49 30 30 150 10 5 51 30 5 52 30 30 “53 5 20 /54 30 20 55 30 30 56 10 20 “57 30 20 148 10 30 . 30 S| vO. 510 hat 746 Port Townsend Business Park — 2073 6/16/93 1:37 PM Exh _° 8 Property Use and Development Agreement Port Townsend Business Park Planned Unit Development Typical Parking and Circulation Plan’ Port Townsend Business Park SN po n i e s SS A Wa d o u | f l Ao l ss a AA K I N O D 9S . | | a: ii i / MO U R A Wi e l d N | N fe ) 3 .20' 20: Ea TRAVEL LANG PARKING —_ > .— PARKING "S A N VO. 510 bat 735 4 ¥ PTBP: Declaration of Covenants.” ditions and Restrictions ‘Exhibit VIII Maximum Lot Coverage Table BUILDABLE AREA DOES NOT INCLUDE PARKING, OUTSIDE STORAGE AREAS, OR ACCESS AREAS Lot Gross Lot area Gross buildable 7 fp area per Lot onl TA 77000 4200 iy fw = 14769 3835 4 iv . 3-A 13000 2480 \2 pe y vd 4-A 11570 2830 } ie 4 5- 31203 11730 a 6-A_ 13407 5000 7-6 18274 5810 8-8 14811 3855 9-8 18900 4830 10-8 15665 3985 11-6 21000 4620 12-8 22803 5505 13-8 10303 2315 14-5 21800 5530 15-5 28000 6145 16-8 8720 2220 17-6 22400 4460 18-8 8720 2220 19-8 8720 2220 20-6 22400 4800 21-8 8720 2220 22-G 21000 4440 23-G 15400 3360 24-C 21000 3990 25-C 17887 4895 26-C 12100 2940 27-6 16500 3430 28-C 17607 5495 29-C 23400 5665 30-C 15840 4225 31-C 24000 5390 32-0 8910 2045 33-D 12400 2215 34-0 16608 5050 35-0 22500 : 5390 36-0 16500 3430 37-0 18000 3920 38-0 12100 2940 39-D 13200 ~ 3430 . 40-0 16608 5050 41-0 18000 4620 az-A 7920 2000 ; (7 0 43- 19200 4900 aro i, — 44-A 7920 2000 ce \ \U 45-A 7920 2000 46-A 19200 4900 47-A 7920 2000 48-A 7920 2000 49-A 19200 4900 — 50-A 7920 2000 - 51-A 17013 ~4450]- Pa 52-A 22566 5040|-—— (> 53-A 9409 2660 / 54-A 13129 3400 55-A 16895 4960} / (p40 56-A 10000 2130) / L 57-A 10800 2340 } 0 2 > 58-A_. 7920 2000 59-A 79 20 VA ) 4 Ze i 61-A 1201 2800 O ( 62-A 7920 2500 63-A 7920 2500 64-A 11200 2435 65-0 8800 2000 66-A 7920 2000 ee — 67-0 16712 : 5780 68-0 8910 2050 69-C 15840 3960 75-5 15976 3930 71-8 7600 1960 72-0 __ 7600 1960 73-6 7500! 1995 Totals 1060169 . 267000 Vor 510 2 BO4 GENERAL BUILDING HEIGHTS AND Al 6 LD | b _ \ uP a e ul 2. TABLE 503 Vv ALLOWABLE BUILDING HEIGHTS AND AREAS? Csde Building height limitations shown in feet above grade plane. Story limitations shown as stories above grade plane. Building area limitations shown in square feet, as determined by the definition of “Area, building,” per story TYPE OF CONSTRUCTION TYPE | TYPE Il TYPE Ill TYPE IV atveev | A B A B _A B HT A Pa HEIGHT(feet) UL 160 65 55 65 55 65 50 40 STORIES(S) GROUP AREA (A) aa Ss UL 5 3 2 3 2 3 2 1 A UL UL 15,500 8,500 14,000 8,500 15,000 11,500 5,500 aa S UL ll 3 2 3 2 3 2 l : A UL UL 15,500 9,500 14,000 9,500 15,000 11,500 6,000 45 s UL ll 3 2 3 2 3 2 1 i A UL UL 15,500 9,500 14,000 9,500 15,000 11,500 6,000 rer S UL ll 3 2 3 2 3 2 rl i A UL UL 15,500 9,500 14,000 9,500 15,000 11,500 6,000 as S UL UL UL UL UL UL UL UL UL : A UL UL UL UL UL UL UL UL UL * s UL Il 5 3 5 3 5 A UL UL 37,500 23,000 28,500 19,000 36,000 a‘ S UL 5 3 2 3 2 3 A UL UL 26,500 14,500 23,500 14,500 25,500 a st s UL ll 4 2 3 2 4 A UL UL 25,000 15,500 19,000 12,000 33,500 a s UL ll 5 3 4 3 5 A UL UL 37,500 23,000 28,500 18,000 50,500 HI Ss I 1 1 I 1 I 1 7 A 21,000 16,500 11,000 7,000 9,500 7,000 10,500 24 s UL 3 2 1 2 I 2 1 I A 21,000 16,500 11,000 7,000 9,500 7,000 10,500 7,500 3,000 3! S UL 6 4 2 4 2 4 2 1 A UL 60,000 26,500 14,000 17,500 13,000 25,500 10,000 5,000 4 Ss UL 7 5 3 5 3 5 3 2 A UL UL 37,500 17,500 28,500 17,500 36,000 18,000 6,500 _ s 4 4 3 3 3 3 3 3 2 A UL UL 37,500 23,000 28,500 19,000 36,000 18,000 9,000 “ Ss UL 9 4 3 4 3 4 3 2 A UL 55,000 19,000 10,000 16,500 10,000 18,000 10,500 4,500 - Ss UL 4 2 1 1 NP 1 1 NP - A UL UL 15,000 11,000 12,000 NP 12,000 9,500 NP 1“ Ss UL 4 2 1 2 1 2 o) 1 A UL UL 15,000 10,000 10,500 7,500 12,000 7,500 5,000 “a s UL 5 3 2 3 2 3 1 1 A UL 60,500 26,500 13,000 23,500 13,000 25,500 18,500 9,000 iu s UL 11 4 2 4 2 4 3 1 A UL UL 21,500 12,500 18,500 12,500 20,500 14,000 9,000 i S UL ll 4 4 4 4 4 3 2 A UL UL 24,000 16,000 24,000 16,000 20,500 12,000 7,000 25 Ss UL ie 4 4 4 4 4 3 2 A UL UL 24,000 16,000 24,000 16,000 20,500 12,000 7,000 R3 s UL il 4 4 4 4 4 3 3 A UL UL UL UL UL UL UL UL UL aa s UL i 4 4 4 4 4 3 2 A UL UL 24,000 16,000 24,000 16,000 20,500 12,000 7,000 a2 s UL ll 4 2 3 2 4 3 I E A UL 48,000 26,000 17,500 26,000 17,500 25,500 14,000 9,000 gghe s UL 11 5 3 4 3 5 4 2 A UL 79,000 39,000 26,000 39,000 26,000 38,500 21,000 13,500 - S UL 5 4 2 3 2 4 2 1 A UL 35,500 19,000 8,500 14,000 8,500 18,000 9,000 5,500 For SI: 1 foot = 304.8 mm, | square foot = 0.0929 m?. A = building area per story, S = stories above grade plane, UL = Unlimited, NP = Not permitted. a. See the following sections for general exceptions to Table 503: 1. Section 504.2, Allowable building height and story increase due to automatic sprinkler system installation. 2. Section 506.2, Allowable building area increase due to street frontage. 3. Section 506.3, Allowable building area increase due to automatic sprinkler system installation. 4. Section 507, Unlimited area buildings. b. For open parking structures, see Section 406.3. c. For private garages, see Section 406.1. d. See Section 415.5 for limitations. 80 2009 INTERNATIONAL BUILDING CODE® 504.2 Automatic sprinkler system increase. Where a build- ing is equipped throughout with an approved automatic sprin- kler system in accordance with Section 903.3.1.1, the value specified in Table 503 for maximum building height is increased by 20 feet (6096 mm) and the maximum number of stories is increased by one. These increases are permitted in addition to the building area increase in accordance with Sec- tions 506.2 and 506.3. For Group R buildings equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.2, the value specified in Table 503 for maximum building height is increased by 20 feet (6096 mm) and the maximum number of stories is increased by one, but shall not exceed 60 feet (18 288 mm) or four stories, respec- tively. Exceptions: 1. Buildings, or portions of buildings, classified as a Group I-2 occupancy of Type IIB, II, IV or V con- struction. 2. Buildings, or portions of buildings, classified as a Group H-1, H-2, H-3 or H-5 occupancy. 3. Fire-resistance rating substitution in accordance with Table 601, Note d. 504.3 Roof structures. Towers, spires, steeples and other roof structures shall be constructed of materials consistent with the required type of construction of the building except where other construction is permitted by Section 1509.2.4. Such structures shall not be used for habitation or storage. The struc- tures shall be unlimited in height if of noncombustible materi- als and shall not extend more than 20 feet (6096 mm) above the allowable building height if of combustible materials (see Chapter 15 for additional requirements). eles bape 508 General, A\mczamin of mezanines in compliance 505.2 Area limitation. The aggregate area of a mezzanine or mezzanines within a room shall not exceed one-third of the floor area of that room or space in which they are located. The enclosed portion of aroom shall not be included in a determina- tion of the floor area of the room in which the mezzanine is located. In determining the allowable mezzanine area, the area of the mezzanine shall not be included in the floor area of the room. Exceptions: 1. The aggregate area of mezzanines in buildings and structures of Type I or II construction for special industrial occupancies in accordance with Section 503.1.1 shall not exceed two-thirds of the floor area of the room. 2009 INTERNATIONAL BUILDING CODE® _...ERAL BUILDING HEIGHTS AND AREAS 2. The aggregate area of mezzanines in buildings and structures of Type I or II construction shall not exceed one-half of the floor area of the room in buildings and structures equipped throughout with an approved automatic sprinkler system in accordance with Sec- tion 903.3.1.1 and an approved emergency voice/alarm communication system in accordance with Section 907.5.2.2. 505.3 Egress. Each occupant of a mezzanine shall have access to at least two independent means of egress where the common path of egress travel exceeds the limitations of Section 1014.3. Where a stairway provides a means of exit access from a mez- zanine, the maximum travel distance includes the distance trav- eled on the stairway measured in the plane of the tread nosing. Accessible means of egress shall be provided in accordance with Section 1007. Exception: A single means of egress shall be permitted in accordance with Section 1015.1. >> Aeiiponnetts digpe zoning shall be open and unobstructed to the room i ch such mezzanine is located except for walls not more than 42 inches (1067 mm) high, columns and posts. Exceptions: Ci Mezanines or portions thereof are not required to be open to the room in which the mezzanines are located, provided that the occupant load of the aggregate area of the enclosed space does not exceed 10. 2. A mezzanine having two or more means of egress is not required to be open to the room in which the mez- zanine is located if at least one of the means of egress provides direct access to an exit from the mezzanine level. 3. Mezzanines or portions thereof are not required to be open to the room in which the mezzanines are located, provided that the aggregate floor area of the enclosed space does not exceed 10 percent of the mezzanine area. 4. In industrial facilities, mezzanines used for control equipment are permitted to be glazed on all sides. 5. In occupancies other than Groups H and I, that are no more than two stories above grade plane and equipped throughout with an automatic sprinkler sys- tem in accordance with Section 903.3.1.1, a mezza- nine having two or more means of egress shall not be required to be open to the room in which the mezza- nine is located. 505.5 Equipment platforms. Equipment platforms in build- ings shall not be considered as a portion of the floor below. Such equipment platforms shall not contribute to either the building area or the number of stories as regulated by Section 503.1. The area of the equipment platform shall not be included in determining the fire area in accordance with Section 903. Equipment platforms shall not be a part of any mezzanine and such platforms and the walkways, stairs, alternating tread devices and ladders providing access to an equipment platform shall not serve as a part of the means of egress from the build- ing. 81 GENERAL BUILDING HEIGHTS AND AREAS dental accessory occupancies shall be separated from the remainder of the building by c ction capable of resisting the passage of smoke. The walls shall extend from the top of the foundation or floor assembly below to the underside of the“ceiling that is a component of a fire-resistance-ratéd floor assembly or roof assembly above or to the xinderside of the floor or roof sheathing, deck or slab above. Doors shall be self- or automatic- closing upon detection of smoke in accordance with Sec- tion 715.4.8.3. D ave air transferopenings and shall not be undercut in excess 0 Clearance per- mitted in accordance with NF the incidental accesso transfer openings . Walls surrounding €cupancy shall not have air ss provided with smoke dampers tion of that space except that the most restrictive applicable provisions of Section 403 and Chapter 9 shall apply to the building or portion thereof in which the nonseparated occu- pancies are located. 508.3.2 Allowable building area and height. The allow- able building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1. Exceptions: 1. Group H-2, H-3, H-4 and H-5 occupancies shall be separated from all other occupancies in accor- dance with Section 508.4. Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwell- ing or sleeping units and from other occupancies contiguous to them in accordance with the require- ents of Section 420. in accordance with Section 711.7. 508.2.5.3 Prote t.as_specified in Table 508.2.5 for certain incidental accessory occupancies, where an automatic fire- extinguis ing system or an automatic sprinkler system is provided in accordance 2. with Table 508.2.5, only the spacé occupied by the inci- dental accessory occupancy need be equipped with such a system. Buildings or portions of ont dings that ae with the provisions of this section shall be considered as nonseparated occupancies. ings tha considered as soomateil occupancies. 508.3.1 Occupancy classification. Nonseparated occupan- cies shall be individually classified in accordance with Sec- tion 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classifica- 508.4.1 Occupancy classification. Separated occupancies shall be individually classified in accordance with Section 302.1. Each separated space shall comply with this code TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) AS, E 1-1, I-3, 1-4 1-2 R F-2, $-2>, U H-1 H-2 H-3, H-4, H-5 OCCUPANCY Ss NS Ss NS Ss NS Ss NS Ss NS Ss NS Ss NS Ss NS Ss NS ASE N | N] 1 2 | 2 | NPI 1 2/N]1 1 | 2 | NP|NP| 3 | 4 | 2 | 38 1-1, 1-3, -4 —|n |{N |] 2 | NP{ 1 [| NP] 1 2 1 2 | NP | NP| 3 | NP | 2 | NP 1-2 —~{|—}]—}]—}n]1Nn 4] 2 | Ne] 2 | NPI] 2 | NP | NP | NP | 3 | NP | 2 | NP R —~{/—~}]—}]—}]—]—]nN]I_N It] 2] 1 2 | NP | NP| 3 | NP | 2 | NP F-2,s-2,u} —|—{|—|—|—|—|—|—I|ININ 11 2 | ne | np] 3 | 4 | 2 | 33 BEL M —~f fof} }e—}—}—}]—}]—] nw] nt] np] np] 2] 3 fo. | 2 H-1 a |e fe | me | me | me ee | me | a | | | ee so CNP | CNP | NP | ND | NP H-2 —~};/—/—}]—]}]—/]—]—]—]—1—|—]—|—1—|N Np] 1 {NP Bo i-3,H-4,H-5| — | —|] —}| —| —| —| —|—|—!|—|]—|1—!1|—1—]—)|]—|F f | NP For SI: 1 square foot = 0.0929 m’. S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. NS = Buildings not equi throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. Not permitted. NP = a. For Group H-5 occupancies, see Section 903.2.5.2. ® b. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but to not less than 1 hour. c. See Section 406.1.4. d. Commercial kitchens need not be separated from the restaurant seating areas that they serve. e. Separation is not required between occupancies of the same classification. f. For H-5 occupancies, see Section 415.8.2.2. 86 2009 INTERNATIONAL BUILDING CODE® based on the occupancy classification of that portion of the building. 508.4.2 Allowable building area. In each story, the build- ing area shall be such that the sum of the ratios of the actual building area of each separated occupancy divided by the allowable building area of each separated occupancy shall not exceed 1. 508.4.3 Allowable height. Each separated occupancy shall comply with the building height limitations based on the type of construction of the building in accordance with Sec- tion 503.1. Exception: Special provisions permitted by Section 509. 508.4.4 Separation. Individual occupancies shall be sepa- aa tal adjacent occupancies in accordance with(able” 508.4.4.1 Construction. Required separations shall be fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 712, or both, so as to completely separate adja- cent occupancies. SECTION 509 SPECIAL PROVISIONS 509.1 General. The provisions in this section shall permit the use of special conditions that are exempt from, or modify, the specific requirements of this chapter regarding the allowable heights and areas of buildings based on the occupancy classifi- cation and type of construction, provided the special condition complies with the provisions specified in this section for such condition and other applicable requirements of this code. The provisions of Sections 509.2 through 509.8 are to be consid- ered independent and separate from each other. 509.2 Horizontal building separation allowance. A building shall be considered as separate and distinct buildings for the purpose of determining area limitations, continuity of fire walls, limitation of number of stories and type of construction where all of the following conditions are met: 1. The buildings are separated with a horizontal assembly having a minimum 3-hour fire-resistance rating. 2. The building below the horizontal assembly is no more than one story above grade plane. 3. The building below the horizontal assembly is of Type IA construction. 4. Shaft, stairway, ramp and escalator enclosures through the horizontal assembly shall have not less than a 2-hour fire-resistance rating with opening protectives in accor- dance with Section 715.4. Exception: Where the enclosure walls below the hor- izontal assembly have not less than a 3-hour fire-resis- tance rating with opening protectives in accordance with Section 715.4, the enclosure walls extending 2009 INTERNATIONAL BUILDING CODE® GENERAL BUILDING HEIGHTS AND AREAS above the horizontal assembly shall be permitted to have a 1-hour fire-resistance rating, provided: 1. The building above the horizontal assembly is not required to be of Type I construction; 2. The enclosure connects less than four stories; and 3. The enclosure opening protectives above the horizontal assembly have a minimum 1-hour fire protection rating. 5. The building or buildings above the horizontal assembly shall be permitted to have multiple Group A occupancy uses, each with an occupant load of less than 300, or Group B, M, R or S occupancies. 6. The building below the horizontal assembly shall be pro- tected throughout by an approved automatic sprinkler system in accordance with Section 903.3.1.1, and shall be permitted to be any of the following occupancies: 6.1. Group S-2 parking garage used for the parking and storage of private motor vehicles; 6.2. Multiple Group A, each with an occupant load of less than 300; Group B; Group M; Group R; and 6.3. 6.4. 6.5. 6.6. Uses incidental to the operation of the building (including entry lobbies, mechanical rooms, storage areas and similar uses). 7. The maximum building height in feet (mm) shall not exceed the limits set forth in Section 503 for the building having the smaller allowable height as measured from the grade plane. 509.3 Group S-2 enclosed parking garage with Group S-2 open parking garage above. A Group S-2 enclosed parking garage with no more than one story above grade plane and located below a Group S-2 open parking garage shall be classi- fied as a separate and distinct building for the purpose of deter- mining the type of construction where all of the following conditions are met: 1. The allowable area of the building shall be such that the sum of the ratios of the actual area divided by the allow- able area for each separate occupancy shall not exceed 1. 2. The Group S-2 enclosed parking garage is of Type I or II construction and is at least equal to the fire-resistance requirements of the Group S-2 open parking garage. 3. The height and the number of tiers of the Group S-2 open parking garage shall be limited as specified in Table 406.3.5. 4. The floor assembly separating the Group S-2 enclosed parking garage and Group S-2 open parking garage shall be protected as required for the floor assembly of the Group S-2 enclosed parking garage. Openings between the Group S-2 enclosed parking garage and Group S-2 87 as d GN I S N M O L 1Y O d 40 AL I D 1 0 2 8 - 1 9 0 — a S L \ - a ) Q a g G a 4 } H S ) A L F D I S gf oe ee | LI am PH SO A ] ad h O J2 f S v o s | J e r 9 e N o w ] S S y o tu s eo soe pon cecH BI" | wet Lg Be Ferber Talked 4s S pkee (S-Az-p4 : } L. 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" = Development Services CITY-OF PC aR aaa eee Madison Street, Suite 3” Port Townsend'WA. 98368 Phone: 360-379-5095, . Fax: 360-344-4619 www.cityofpt.us Commercial Building Permit Application Project Address & Zoning District: Like. Se Parcel # ¥$97B00 06 fe) Lot(s): Legal Description (or Tax #): Addition: | Office Use Only Block: 60 | Associated Permits, = "oIS : Project Description: Cong -_— or Mahl Shops Lull es > Applications accepted by mail must include a check for initial plan review fee of $150 oo > See the “Commercial Building Permit Application Checklist” for details on plan submittal requirements. Property Owner: Name:___~lac 0 suk le Address:__ (94 4 of” $f" City/SUZip: fact ae, Wi F36S phonet 30) bY 3 - ree, Email: _\Sou bo tE ama: [ .COn Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: 4 Le q Project Valuation: $ £5, O80 Contact/Representative: Name: Oa Address: City/St/Zip: Phone: Email: Contractor: Name: Sanhl— Address: City/St/Zip: Phone: Construction Type: Mets ( Occupancy Rating: Building Information (square feet): 1*' floor Db4 ) Restrooms:(!) !0° 2™ floor _n/a Deck(s): 3" floor 77a Storage: Basement: ah Is it finished? Yes No Other: New Addition O Remodel/Repair 0 Change of Use 0 Email: State License # SOULE WC926 JLeExp: 4/| of City Business License #: Total Lot Coverage (Building Footprint): Square feet: 2640 % Kd Impervious Surface: Square feet: | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this he will be in accordance with State Laws and the Port Townsend Municipal Code. wake Sov lt— Print Name: Loe Le Date: ei / 10 COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels O Commercial building permit application. O Non-Residential Energy Code forms: 3 Lighting xt Mechanical x Envelope O Three (3) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: O Title Page/Cover Sheet: Project identification Project address, legal description, location map, tax parcel number(s) All design professionals identified including addresses and phone numbers Name, address, and phone number of person responsible for project coordination Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. 6. Designate compliance with all applicable codes O Asite plan showing: Legal description and parcel number (or tax number), Property lines and dimensions Setbacks from front, sides and rear in accordance with a pinned boundary line survey On-site parking and driveway with dimensions Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location Delineated critical areas boundaries and buffers O Fountiation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting O Floor plan: Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing O Wall section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation O Exterior elevations with existing slope of the land in relation to all proposed structures 0 If architecturally designed, one set of plans must have an original signature O If engineered, one set of plans must have one original signature O For new dwelling construction, Street & Utility or Minor Improvement application SS ee Ge RO OA O N D A L R W N > NO O O S ON = OO N O A L W N > Development Services Commercial Building Permit Application Project Address & Zoning District: Lake St Addition: Legal Description (or Tax #): 7 Block: Parcel # ¥$7300 06 6 Lot(s): 60 Project Description: Cong oo then a= Mehl Dhop Kili, > Applications accepted by mail must include a check for initial plan review fee of $150 > See the “Commercial Building Permit Application Checklist” for details on plan submittal requirements. Property ay Name:___xTaco b Sov le Address:_ (44 4 20" Sf City/svZip: act Toungerl Wf FE36E Phone: xo) by3- $5 SO Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: rn Le Q Project Valuation: $ £5, O80 Email: _\S6u Le ama-[ .COn Contact/Representative: Name: Sa Address: City/St/Zip: Phone: Email: Contractor: Name: Sanh Address: . City/SUZip: Phone: Construction Type: Mate ( Occupancy Rating: Building Information (square feet): 1* floor 2640 __ Restrooms(!) 10° 2™ floor_n/a Deck(s): 3" floor Va Storage: Basement: Is it finished? Yes No Other: New Addition Remodel/Repair 0 Change of Use 0 Email: State License #: ‘ S04 A EWC926 SLExp: 4/ 3/ | City Business License #: Total Lot Coverage (Building Footprint): Square feet: 2640 Kd Impervious Surface: Square feet: | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this he will be in accordance with State Laws and the Port Townsend Municipal Code. Jake Sou bh Zz Print Name: sianatur LES LEZ Date: e (/ [ 0 10TH STREET 40th St Sl = ~ +060 7 | fO5t r ; 1037 1004 = 1011° 4 ti g 918 5] 933: 4 < |? 71 — 2 =f e aad (7p) 6 Cw) 3 os 5 [o) an St STREET a ST. 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IW , JE F F E C SO N CO U N T Y , “A AS S E S S O R S AC C O U N T # IB F B O O O6 0 LO T SI Z E - 11 4 6 1 7 9 OX ¥ Y N E R - QA K E SO U L T . 36 0 - 6 4 ¢ 3 - 3 9 5 3 0 CL E A R I N G &% GR A D I N G i & FI R TR E E S 6' - 1 2 " CA L I P E R TO tt e RE M O V E D 1 MA D R O N E W/ 2 - 8" TR U N K S FO BE RE M o v E D RE P L A C E D W/ N E W AS DI R E C T E D BY CI T Y ST A F E EQ U A L AM O U N T S OF CU T ’ A FI L L TO LE V E L & GR A V E L SI T E = ; S E P - 1 2 0 1 0 l ) RU d s i o ~ 1% CWA CONSULTANTS, P.S. STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS C1 YW swe Y 2 : 8675 E. Caraway Road, Port Orchard, WA 98366 (360) 871-5433 FAX: (360)871-5633 E-Mail: chuck.cwa@verizon.net \lenr = Wa , C lle 7 ~ 4.2* eer oD) Ue ues BG oF dp. 24640 2 10" PREP Ate 5 Err. Uope2 42" OAK MAIR Pr 2] \20" @ Eek for INTO SLA degpnie. @, 2 KOPF SEP - 1 2010 (5 ) CITY OF PORT TOWNSEND DSD De Before hiring a contractor If you are a consumer interested in having work done by a contractor, this brochure can help you by: ¢ Explaining how the Washington state contractor registration program works. ¢ Describing how the contractor registration law protects consumers. ¢ Outlining the requirements for contractors. Washington state law requires all contractors to be registered. General contractors must maintain a $6,000 bond and specialty contractors must maintain a $4,000 bond. (Specialty contractors are those who participate in no more than two trades and do not subcontract work to other contractors.) It is against state law for any contractor to submit bids or perform any contracting work without being registered with the Department of Labor and Industries. It also is illegal for contractors to advertise without including their 12-character contractor registration number in the advertisement. Consumer protection The contractor registration law exists to protect consumers from incompetent and/or fraudulent contractors. Requiring contractors to be bonded gives consumers some financial protection against unsatisfactory or incomplete work. Dissatisfied consumers may take civil action to obtain restitution by taking action against a contractor’s bond in Superior Court. The law also requires contractors to carry insurance for property damage and public liability. It also ensures that contractors have a current Unified Business Identifier (UBI) Account Number and Federal Employer Account Number. Any correspondence you send to a contractor should clearly state that bids will not be accepted unless the contractor provides a valid registration number. . ar While the law does not guarantee perfect. . performance, it improves the likelihood that the contractor does competent work. Registration penalties A maximum $3,000 fine and a misde- meanor infraction can be levied against any con- tractor who performs work or submits a bid with- out being registered with Labor and Industries. _ 12 tips to remember 1. Make sure your contractor is properly registered. 2. Be wary of contractors who ask you to pick up the building permit. 3. Plan your project carefully, including detailed plans, if necessary. 4. Try to get at least three written bids on each job. 5. Ask contractors for references. 6. Ask what inconveniences might arise. 7. Obtain a written contract. 8. Make sure you understand the terms before you sign anything. 9. Be cautious about paying for work not yet completed. 10. Put all change orders in writing. 11. Make frequent inspections and consult your local building department. 12. Avoid making final payment until you have received a lien release from suppliers and subcontractors. Risks and liabilities When hiring an unlicensed contractor and acting as your own contractor: 1. You are responsible for the medical and time loss costs of employees injured while working on your project. 2. You may be liable for all unpaid taxes. 3. Your homeowner’s insurance may not cover work done by an unlicensed contractor. 4. The law requires complete disclosure of all work that has been done on your home, if you resell. You may be required to do work over again that has been done without permits, or inspections. Non-disclosure can lead to civil action being taken against you. 5. You may be placing yourself and your family in a life-threatening situation, especially when hir- ing unlicensed people to install plumbing, elec- trical wiring, heating systems or wood stoves. 6. Suppliers can place a lien on your home for non-payment of materials by your contractor. 7. Unpaid workers can place a lien on your property. 8. When problems arise, your only recourse is a lengthy and costly civil action — if there are any assets of value to attach, and if you can find the contractor. Insurance protection Contractors are required to carry at least $20,000 in property damage insurance coverage and $100,000 in bodily injury or death insurance. You are encouraged to verify the contractor’s insurance coverage with his or her agent, as the department's records may not reflect current coverage. Our information line The Labor and Industries contractor registration information line 1-800-647-0982 operates weekdays from 8 a.m. until noon and 1 to 5 p.m., excluding state holidays. The information line allows you to check whether commercial and resi-dential contractors are registered and properly bonded. Our staff can tell you if the contractor currently is registered, if action against the bond is pending, or if legal acton has been taken against the contractor’s bond in the past. We also can tell you how long a contractor has been registered. Labor and Industries is an Equal Opportunity and Affirmative Action employer. The department complies with all federal rules and regulations and shall not discriminate on the basis of race, color, national origin, sex, creed, marital status, sexual orientation, age, religion or disability as defined by applicable state and/or federal regulations or statutes. OWNER SIGNATURE Receipt Number: BLD10-178 989800060 Plan Review Fee $656.86 $656.86 $0.00 BLD10-178 989800060 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-178 989800060 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 BLD10-178 989800060 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-178 989800060 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-178 989800060 Technology Fee for Building Permit $20.21 $20.21 $0.00 BLD10-178 989800060 Building Permit Fee $1,010.55 $1,010.55 $0.00 BLD10-178 989800060 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD10-178 989800060 Site Address Fee $3.00 $3.00 $0.00 Total: $1,555.12 10-0720 09/01/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-178 CHECK 127 $ 1,555.12 Total: $1,555.12 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-178 989800060 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 CHECK 124 $ 150.00 Total: $150.00 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-178 989800060 Plan Review Fee $700.54 $43.68 $0.00 BLD10-178 989800060 Technology Fee for Building Permit $21.56 $1.35 $0.00 BLD10-178 989800060 Building Permit Fee $1,077.75 $67.20 $0.00 Total: $112.23 10-0832 10/21/2010 Building Permit Fee $1,010.55 BLD10-178 10-0720 09/01/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-178 10-0832 10/21/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-178 10-0832 10/21/2010 PLAN REVIEW REFUND 150 -$150.00 BLD10-178 10-0832 10/21/2010 PLAN REVIEW REFUND 50 -$50.00 BLD10-178 10-0832 10/21/2010 Plan Review Fee $656.86 BLD10-178 10-0832 10/21/2010 Record Retention Fee for Building Permit $10.00 BLD10-178 10-0832 10/21/2010 Site Address Fee $3.00 BLD10-178 10-0832 10/21/2010 State Building Code Council Fee $4.50 BLD10-178 10-0832 10/21/2010 Technology Fee for Building Permit $20.21 BLD10-178 Total: $112.23 genpmtrreceipts Page 1 of 1 CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 251) Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARO IN A SAFE, CONSPICUOUS LOCATION, PLEASE 00 NOT REMOVE THIS NOTI SPECTIONS ARE MADE SIGNED OFF i ai BY THE APPROPRIATE AUTHORITY AND T CE UNTIL ALL REGLIREO NG a é 3 HE BUILOING 1S APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. awed PARCELNO. _ 989800060 PERMITNO. ____BLD10-178 = ISSUED DATE —_40/27/2010 EXPIRATION DATE __04/25/2011 ADDRESS 820 LAKE STREET CONSTRUCTION TYPE V-B8 OCCUPANT LOAD OWNER SOULE JAKE PROJECT DESCRIPTION New Metal Shop Building CONTRACTOR OWNER BUILDER : LENDER =—= ! INSPECTION INSP DATE COMMENT INSPECTION INSP ATE COMMENT TESC -FENCE/ENTRANC FOOTING bed ah kL vemwive upke SLAB MYM very xT on Healt ded balun Hu y, Nun CONCRETE ; al 7 Sok tolls Bi ors | TAO ah FRAMING ‘Ee Pee OEE IN BK Io, wink D, 44 j a) < | oy . Loa f+ STRUCTURAL STEEL a El sixel wall 4 Shear nar! 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Ov n e n - SA K E So U Le _ _ S e o e e r g e e CL E A R I N G & 4 RA DI N G i & FI R TR e e s 6" - 1 2 " SA C T P E T S 7O tt e RE M O V E D 1 MA D RO N E W7 2 9 8" TR U N K S “T O SE RE M O V E D © RE P L A C E D W/ N E W AS DI R E C T E D BY CI T Y S7 A F E EQ U A L AM O U N T S OF CU T & FI L L To LE W EL b 2R A V E L ST E RE C E I V E D OC T 24 20 1 3 CI T Y OF PO R T TO W N S E N D DS D REVIEWED FOR CODE COMPLIANCE EE AAD US METAL 1182 E NEWPORT DEERFIELD BEACH, FL CENTER DR DATE_4-_ 22 -I& PERMIT #@_Kebie-\T& By_Nicuact Voss NOTICE: Plans are approved excepting any errors or omissions. All work must pass Inspection in conformance with all applicable codes and regulations. 55442 DESIGN LOADING THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY: IBC O09 THE BUILDER IS TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. FRAME / ROOF DEAD LOAD BUILDING SPECIFICATIONS THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. US METAL BLDGS CORP WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS US METAL BLDGS CORP METAL BUILDING IS DESIGNED USING STANDARD DESIGN PRACTICES BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS”, 13TH EDITION. AMERICAN IRON AND STEEL INSTITUTE: "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF a aie STRUCTURAL MEMBERS”, 2001 EDITION (W/ 2004 SUPPLEMENT) FOR 2000-2006. AMERICAN IRON AND STEEL INSTITUTE: "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS”, 2007 EDITION, FOR IBC 2009. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE” AWS D1.1-—2006 :STEEL AWS D1.3—98 :SHEET STEEL MBMA METAL BUILDING SYSTEMS MANUAL, 2006 EDITION MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND OTHER PRIMARY STRUCTURAL, EXCLUSIVE OF COLD—FORMED SECTIONS, CONFORM TO ASTM A529 OR A572. FLANGES WITH THICKNESS OF 1” OR LESS AND WIDTH OF 12” OR LESS CONFORM TO ASTM A529—05 GRADE 55. FLANGES GREATER THAN 1” IN THICKNESS OR 12” IN WIDTH CONFORM TO ASTM A 572-06 GRADE 50. WEBS OF 1/2” OR LESS CONFORM TO ASTM A1011—O06b GRADE 55 AND WEBS GREATER THAN 1/2” CONFORM TO ASTM A1018—O6c GRADE 50 OR ASTM A572—06 GRADE 50. MATERIAL PROPERTIES OF HOT ROLLED SECTIONS W8X10 THROUGH W24X76 CONFORM TO ASTM AS72—06 GRADE 50 OR ASTM A992—04A GRADE 50. HOT ROLLED SECTIONS LARGER THAN W24X76 CONFORM TO ASTM A36—05. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM A53—O6a TYPE "E” GRADE "B", MINIMUM YIELD OF 35,000 PSI. MATERIAL PROPERTIES OF HOLLOW STRUCTURAL SECTIONS CONFORM TO ASTM ASO0O—O03A GRADE "B", MINIMUM YIELD OF 42,000 PSI. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO-THE REQUIREMENTS OF ASTM A1011—O6b GRADE 55 WITH A MINIMUM YIELD OF 55,000 PSI. MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM—A792 Poh 50 ae 80 WITH MINIMUM YIELD POINTS OF 50,000 PS! AND 80,000 PSI RESPECTIVELY. MATERIAL PROPERTIES OF CABLE BRACING CONFORM TO ASTM A475-03, CLASS - Tovad A 7—STRAND WIRE. ROD BRACING CONFORMS TO ASTM A36—05. HIGH STRENGTH BOLTS AND THEIR INSTALLATION SHALL CONFORM TO ASTM wo BUILDERS RESPONSIBILITIES THE BUILDER MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF US METAL BLDGS CORP DRAWINGS AND CALCULATIONS INDICATES THAT US METAL BLDGS CORP HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.4.1 AISC CODE OF STANDARD PRACTICE, 13TH EDITION.) WHERE DISCREPANCIES EXIST BETWEEN THE US METAL BLDGS CORP STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS WILL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE, 13TH EDITION.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY US METAL BLDGS CORP ARE THE RESPONSIBILITY OF THE BUILDER AND ENGINEERS OTHER THAN US METAL BLDGS CORP ENGINEERING UNLESS SPECIFICALLY INDICATED. THE BUILDER IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH US METAL BLDGS CORP CONSTRUCTION DRAWINGS. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK OR OTHER ELEMENTS REQUIRED FOR ERECTION Will BE DETERMINED, FURNISHED, AND INSTALLED BY THE BUILDER, (SECT 7.10 AISC CODE OF STANDARD PRACTICE, 131TH EDITION.) fT IS THE BUILDERS RESPONSIBILITY TO APPLY AND OBSERVE ALL PERTINENT SAFETY RULES AND REGULATIONS, AND PER OSHA STANDARDS AS APPLICABLE. THE BUILDER IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS RECEIVED, AND MUST INVENTORY BUILDING AT TIME OF DELIVERY. GENERAL NOTES NO CHANGES SHOULD BE MADE TO THIS BUILDING SYSTEM UNLESS APPROVED IN WRITING BY THE MANUFACTURERS ENGINEERING DEPARTMENT. UNAPPROVED CHANGES COULD RESULT IN AN UNSAFE BUILDING DESIGN AND COULD ENDANGER PUBLIC SAFETY. THIS BUILDINGS ANCHOR BOLTS ARE BY OTHERS. NOT PROVIDE ANCHOR BOLTS. ENGINEERING SEAL US METAL BLDGS CORP DOES THIS CERTIFICATION COVERS PARTS MANUFACTURED AND DELIVERED BY THE MANUFACTURER ONLY, AND EXCLUDES PARTS SUCH AS DOORS, WINDOWS, FOUNDATION DESIGN AND ERECTION OF THE BUILDING. THESE DRAWINGS AND THE METAL BUILDING SYSTEM THEY REPRESENT ARE THE PRODUCT OF AN AFFILIATE OF NCI GROUP, INC. — 10943 N. SAM HOUSTON PARKWAY W., HOUSTON, TX 77064. THE PROFESSIONAL ENGINEER WHOSE SEAL APPEARS HEREON IS EMPLOYED BY AN AFFILIATE OF NCI GROUP, INC. AND IS NOT THE ENGINEER-OF—RECORD FOR THE OVERALL PROJECT. SUPERIMPOSED Zees ESF COLLATERAL (LIGHTS) 05 PSF FRAME / ROOF LIVE LOAD 12 /20.00PSF SNOW LOAD f GROUND SNOW LOAD (Pg) 25.0000 PSF FLAT ROOF SNOW LOAD (Pf) 21 PSF SNOW EXPOSURE FACTOR (Ce) 1.0 SNOW LOAD IMPORTANCE FACTOR (Is) ___ 1.0000 THERMAL FACTOR (Ct) 1.20 — WIND LOAD ea BASIC WIND SPEED 85 MPH WIND IMPORTANCE FACTOR (Iw) 1.00 WIND EXPOSURE CATEGORY c vw TOPOGRAPHICAL FACTOR 1.0 INTERNAL PRESSURE COEFFICIENT (GCpi) 0.18 /—-0.18 ZONE 4, COMPONENT WIND LOAD < 10FT? __16.2_ PSF PRESSURE —17.6 PSF SUCTION ZONE 5, COMPONENT WIND LOAD < 10FT? 16.2 PSF PRESSURE —21.7. PSF SUCTION SEISMIC LOAD OCCUPANCY CATEGORY ll — Normal Sps 0.9427 Sor 0.5200 _ Ss 1.4140 S1 0.5200 SITE CLASS D SEISMIC DESIGN CATEGORY D : SEISMIC IMPORTANCE FACTOR (ie) 1.00 ENTIRE BLDG DESIGN BASE SHEAR (V) TRANSVERSE 4.63 _(k) LONGITUDINAL 4.77 ___(k) RAIN INTENSITY 5—MINUTE DURATION, 5—YEAR RECURRENCE (I1) 4 IN/HOUR 5—MINUTE DURATION, 25—YEAR RECURRENCE (I2) 6.0000 _ IN/HOUR BASIC STRUCTURAL SYSTEM AND SEISMIC RESISTING SYSTEM = ORDINARY MOMENT FRAME OF STEEL. R = 3.5000 ANALYSIS PROCEDURE IS EQUIVALENT LATERAL FORCE PROCEDURE. ISSUE [_] FoR APPROVAL THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED “FOR CONSTRUCTION” CAN BE CONSIDERED AS COMPLETE. [x] FOR CONSTRUCTION PERMITS THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION” CAN BE CONSIDERED AS COMPLETE. [] FOR ERECTION INSTALLATION FINAL DRAWINGS. DRAWING INDEX PAGE DESCRIPTION ci COVER SHEET Fi ANCHOR BOLT PLAN F2 ANCHOR BOLT REACTIONS E1 ROOF FRAMING PLAN E2 FRONT SIDEWALL E3 BACK SIDEWALL E4 LEFT ENDWALL E5 RIGHT ENDWALL E6 FRAME CROSS SECTION _ DET GENERAL DETAILS DRAWING STATUS FOR QUESTIONS OR ASSISTANCE CONCERNING ERECTION CALL: MONDAY — FRIDAY 7:30AM TO 5:00PM 1-954-697-2354 JUL 3 0/2010 SPECIFICATIONS A—325 AND ARE DESIGNED AS BEARING TYPE CONNECTIONS WITH — = THREADS INCLUDED IN THE SHEAR PLANE. TIGHTENING OF THESE BOLTS IS TE US METAL BLDGS CORP a RECOMMENDED BY THE "SNUG—TIGHTENED JOINTS” METHOD, PER 2004 RCSC "SPECIFICATION Rio | 7/28/10 FOR STRUCTURAL JOINTS USING ASTM A325 OR 490 BOLTS.” 1182 E NEWPORT CENTER DR _ . ae — DEERFIELD BEACH, FL 33442 1-954-697-2584 | ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS, AND CABLE SHALL RECEIVE ONE SHOP E C ic V/ [E G COAT OF INHIBITIVE PRIMER, SSPC SPEC. #15, UNLESS STATED OTHERWISE IN THE CONTRACT. sp |7/29/10 | CUSTOMER: Vs 4 SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY APPROVED DATE JAKE SOULE PN OF THE OWNER, UNLESS STIPULATED OTHERWISE. BOeT TWNSEND. WA cazca © , f) SEP 10 2010 SCALE BUILDING: AMO~\TY N.T.S. 40’-0” x 66-0" x 14’-0" 4.0:12 CITY OF Pi ORI JOWNSEND { L resents 7} . aa tl e sw a m se c e e e SKETCH AND DESIGN DATA GYPSUM WALLBOARD, METAL STUDS oK — ne Base layer 1/2" type X gypsum wallboard or veneer base applied parallel to each side E ie lei) rith of 15/s" metal studs 24" 0.c. with 1" Type S drywall screws 12" 0.c. Face layer 1/2" type = ; X gypsum wallboard or veneer base applied on each side parallel to studs with 15/s" Type S drywall screws 12" o.c. Stagger joints 24" 0.c. each layer and side. Sound tested with 11/2" mineral fiber in stud space. (NLB) Thickness: 35/8" Limiting Height: Refer to Section VI Approx. Weight: 9 psf Fire Test: UC, 12-7-64 Field Sound Test: ACI 1131a, 7-14-64 GYPSUM WALLBOARD, METAL STUDS Ae Base layer 1/2" type X gypsum wallboard or veneer base applied parallel to each side 5 of 21/2" metal studs 24" 0.c. with 1" Type S drywall screws 24" o.c. Face layer 1/2" type r : SIONS HANAN X gypsum wallboard or veneer base on each side applied parallel to studs with 15/s" eee SERRE RTECS Type S drywall screws 12" 0.c. Stagger joints 24" 0.c. each layer and side. Sound tested with 11/2" mineral fiber in stud space. (NLB) Thickness: 41/2" Limiting Height: Refer to Section VI Approx. Weight: 9 psf Fire Test: UC, 9-7-64 Sound Test: CK 654-40, 9-7-65 ~ F I L E C O P Y Ty p- Ex t Do s e 2 La nr a i n e n *l f bo t h cl o s e r an d la t c h ar e pr o v i d e d Ge ee es ee ee l 3 | | | 1 | dh ! 12 mi n * 7! rl 2 30 5 1 LA M O I N G | 8 | | vt | (b ) Fr o n t Ap p r o a c h , Pu s h Si d e “ B L D G . <HOLD PANEL Recess 1 1/2 CO N C R E T E NO T C H DE T A I L LV N , QO @ © Di a = 5/ 8 " ne 4 66 ' - 0 " OU T - T 0 - O U T OF ST E E L Bi Di c = 3/ 4 ” . ® Z @ — ¥ Nc c e s s i t e l e Pr t a y o o m To Bs , 22 ' - 0 22 ' - 0 22 ' - 0 So u a t t e c h fo r Re v l e s aa y | . Ap p e a l be s le s T Sa r e e Ni e , Vo o m TO 8 GE D _ Pe r 26 0 3 AN S ! 11 7 . 4 = a 1 1/ 2 " ru e x *, - mm XB r o c i n g i zi - “i ' ° as sl s ° ' 6 | er m c Lo c a t i c n t te Re de l e r m m e d At e l 0) xu bu y , OL i n e r , * - 4 «| P r u i o e oe fe IR E EK ug u i y h e Fi r s py t t t n q u s l e e x Li g h t l a g w/ ba t l e y PO R A O T E Ea r De e . || RE S T ee at is a h _ JU l t s . O+ — = a Z We Fi v e B2 3 L@ ' y ea Ba e v l e s Se p w a t e d Us e s ~ _G w s s SF . 26 4 d° : Te e Te t Te e FO B N ~T h e Da t i n u 20 0 ! | Ok e sf T- 50 9 . 4 _ A — Co m m o n Fa 05 " | ke 3 FF hy Se e | Bl e 5 pp r i v a a Os e s g a Us e ! Fr l av Be e m s - \ a) ° Se p a r a t i o n Me t l i a d BP B Ft S| : "| > Se p r n l e o Us e s Ta Sa g | 5 2 Fe n be t h Si n e e s | ~ Fa l si k e e _ c c e g t : 2 D| 3 ~T o t a \ Fa r Bl a g . 2 7 2 4 [o al = ~ (a 0 s€ /o c e g , ©- ia Br e l —¥ ® Dy e s Ne t De d u e k Se r ] oa S 3 —V e e u s pe On e Bo " ex i t Pr o v i n e . ON E Be ¢; = 5 MA N -D O R WW Ev T e R G R oa —— i o| 3] Sa a s ta r e e ee e we 9 __ _ _ _ _ _ f LO J A bh a u d u s a v e ‘a f La t s 15 Le v e r 5 ah = + —— we aT X- B r a c i n t T a ° Sl a y e r ry e IL S = ~ 5' - 0 " | 12 - 0 " | 5- 0 " ~ 22 ' - 0 " 22 ' - 0 22 ' - 0 JU L 3. 0 2p t 0 © @ © © AN C H O R BO L T PL A N Se a ee U. S . ME T A L BU I L D I N G S 11 8 2 EA S T NE W P O R T CE N T E R DR . , DE E R F I E L D BE A C H , FL . 33 4 4 2 (8 0 0 ) 63 8 - 5 4 5 0 PR O J E C T : JA K E SO U L E a CU S T O M E R ! JA K E SO U L E J OW N E R : JA K E SO U L E LO C A T I O N : PO R T TO W N S E N D , WA 98 3 6 8 CA D DA T E SC A L E PH A S E BU I L D I N G ID JO B NU N B E R SH E E T NU M B E R | IS S U E RJ O 7/ 2 8 / 1 0 NT S . 1 A 08 0 1 - 2 5 0 7 2 1 Fl 0 ml —— [R a m p Ci f Re q u i r e d ) _] Fr a m e d Op e n i n g AR La y o u t Wa l k Do o r AR La y o u t (C U S T O M E R : §J A K E SQ U L E [ OW N E R ! JA K E SO U L E LO C A T I O N : PO R T TO W N S E N D , WA 98 3 6 8 CA D DA T E SC A L E RJ O 7/ 2 8 / 1 0 NT S . PH A S E BU I L D I N G 1D 1 A JO B NU M B E R 08 0 1 - 2 5 0 7 2 1 SH E E T NU M B E R Fe IS S U E Di a z 5/ 8 " - BR A C I N G RE A C T I O N S , PA N E L SH E A R NO T E S FO R RE A C T I O N S FR A W E LU N E S : —— « 2 ~ * S | | ? BU I L D I N G RE A C T I O N S AR E BA S E D ON al —— W a l l — Co l Be as S) ) i — TH E FO L L O W I N G BU I L D I N G DA T A : ® ® CO L U N N UN E = Lo c Li n e Li n e Ho r z Ve r t Ho r e Ve t — (I b / f ) a' s “s s 1 a to o t fe oR ak LE N G T H ( = 66 ; | Le w 1 BA 19 26 10 13 EA V E ) =4 / 1 4 1) fe ) fo ) ae , ee ee RO O F SL O P E {r i s e / 1 2 ) = 40 : 1 2 / 40 : 1 2 | 5 BS D 32 19 t 24 13 DE A D LO A D = 25 0 0 {_ - RO O EN E LO A D Re y = 70 0 0 — FR A M E LI V E LO A D ( = 12 . RO O F SN O W LO A D Oy =2 |_ | | 8 1/ 4 GR O U N D SN O W = 25 , 0 0 0 0 1 1/ 2 11 / 2 WI N D SP E E D (M P H ) = 85 EW WI N D CO D E = BC 09 "1 / 2 " CL O S E D / O P E N = Cl o s e d T 1/ 2 a IM P O R T A N C E — WI N D = 1. 0 0 IM P O R T A N C E — SE I S M I C = 1- 0 0 js ‘ le a s s SE I S M I C CO E F F (C s ) = 14 1 4 — — Di c = 5/ 8 r lv lv T_ T ID DE S C R I P T I O N Po 4 DL I C L ! S L S t i d e RI G I D FR A M E : MA X I M U M RE A C T I O N S , AN C H O R BO L T S , & BA S E PL A T E S ! + : 3 O. 6 0 D L + W R 2 — Co l u m n Re a c t i o n s (k )} — : | 4 O. 6 0 D L + L n W n d 1 + L W I N D 1 _ 1 2 E Fr m Co l Lo a d Hm a x v Lo a d = Hm i n v An c . Bo l t Bo s e Pl a t e (i n ) Gr o u t ts fo ) fe ) 5 O. 6 0 D L - + L n W n d ! + L W I N D 1 _ R 2 E Li n e Li n e oH Va x id H Vm i n No . Df i n ) Wd =s L e n T h k (i n ) | 4 7 .S 0 D L EW P La n d ! 2* D 1 2 4 id 7 OS U 1 42 Wl 2 “3 5 - 2 5 4 «0 7 5 0 © 6. 0 0 0 10 5 0 05 0 0 00 >) oe 2* A $3 5 0 25 1- 4 2 4 07 5 0 6. 0 0 0 10 5 0 05 0 0 00 | | | 8 1/ 4 " 11 DL + C L + 0 . 7 5 S L 4 0 . 7 5 W 1 2 4 0 . 7 5 W S + 0 . 7 5 S i i d e . } . 1 1/ 2 1 1/ 2 ow i pe ca e ae 2* Fr o m e fi n e s : 2 3 t = EN D W A L L CO L U M N : MA X I M U M RE A C T I O N S , AN C H O R BO L T S , & BA S E PL A T E S | 11 / 2 Se e Pl a n —_ Co l u m n Ri k \ DE T A L =s « B SE RT SU M M A R Y Fr m Co l Lo a d . “ Hm o x SV to t ” Hi n Vs An e . 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PE R M I T TH E | 12 , 00 53 6 16 - 3 9 | ; id /2 Ly pA , ar e | Ay 4 c 19 is 39 7, “1 5 “3 8 20 8 2 5 7. 0 0 0 80 0 0 07 5 0 00 | ms bm 2 2 RE S P O N S E FO R TE GR BL ow 4 D 10 99 6- 0 8 «1 0 0 0 0B 20 6 5 7. 0 0 0 8. 0 0 0 02 5 0 0 FO U N D A T I O N . ad DE A L OC TH E ME T A L BU I L D I N G MA N U F A C T U R E R DO E S NO T GE N E R A L NO T E S : —— é DE S I G N AN D IS NO T RE S P O N S I B L E FO R TH E Di a = 5/ 8 ar g Po gh i ig dl 1, AL L MA I N F R A M E CO L U M N AN D RA F T E R CO N N E C T I O N S MU S T BE IN S T A L L E D IN US E CU S T O M E R SH O U L D AS S U R E HI M S E L F TH A T A PR E T E N S I O N E D CO N D I T I O N BY AN AP P R O V E D ME T H O D IN TH E RC S C 3. 1 / 2 ep e e co c k e r ae GE E bc e By “S P E C I F I C A T I O N FO R ST R U C T U R A L JO I N T S US I N G A3 2 5 OR A4 9 0 BO L T S ’ CO L U M N RE A C T I O N S OF TH E BU I L D I N G , OT H E R SU C H AS “T U R N OF NU T ’ PR E T E N S I O N I N G IM P O S E D LO A D S , AN D BE A R I N G CA P A C I T Y OF [ =) TH E SO I L AN D OT H E R CO N D I T I O N S OF TH E 2. AL L FI E L D CO N N E C T I O N S OF SE C O N D A R Y FR A M I N G SH A L L BE BO L T E D WI T H | 0 BU L D I N G ST E . T ‘S RE C O M M E N D E D TH A T 43 0 7 MA C H I N E BO L T S . al ¢ Pi g g la r 3. IN S T A L L AL L FL A N G E BR A C E S ON CO L U M N AN D RA F T E R AS SH O W N . lo PR O F E S S I O N A L EN G I N E E R EX P E R I E N C E D IN . TH E DE S I G N OF SU C H ST R U C T U R E S , Lo 2 {S E C T I O N A3 MB N A 20 0 6 ME T A L BU I L D I N G = 2 BO T T O M OF AL L BA S E PL A T E S AR E AT TH E aW / y hz SA M E EL E V A T I O N . (U N L E S S NO T E D ) JU L 3 0 20 1 0 4 Se e Pl a n DE T A I L D Fr a m e d Op e n i n g Wi d t h 1 37 4 1 3/ 4 Do o r Op e n i n g Wi d t h 11 / 4 ia l 11 / 4 IS S U E ] DA T E DE S C R I P T I O N BY | CK D | DS N U S ME T A L BU I L D I N G S 4 Eq u a l | Eq u a l a | Eq u a l Eq u a l | 0 | 7/ 2 8 / 1 0 FO R ER E C T O R IN S T A L L A T I O N RJ O | SD } JV C se e s ZA a je rT 11 8 2 EA S T NE W P O R T CE N T E R DR . , DE E R F I E L D BE A C H , FL . 33 4 4 2 is wu 80 0 ) 63 8 - 5 4 5 0 +] \s t 7 +4 1h St e l Li n e l * (8 0 0 ) 63 8 - 5 4 + M ee l Li n e + o + ee ne rl PR O J E C T : JA K E SO U L E { EX P I R E S MEMBER TABLE ROOF PLAN MARK | PART LENGTH P—1 | 8X25716 4-1 1/2 p-2 | 8X25z16 26-3 1/2" P-3 | BX25Z16 24'-1 1/2" E-1 | BES4L14 21-11 1/2 E-2 | BESALI4 2-11 1/2" E-3 | BES4L14 a ye @ ay Ra |i @) 66'-0" OUT—T0-OUT OF STEEL ces 11/4" A _—| 23-7" @ @ 22'-0" 22'-0" 22'-0" oa to | fa RFI-1 E-2 RFI-1 BI tof CLD WARK PRR —— = panna SAG ! 2 1 & g « 1 P=1(lyp) P-2{(Typ) P—3(Typ) “ i| & @H 2 & = L~ i] al eg a? CO. 5 = S 7 e_fus s_fus _ RS ER-1 RFI~2 RF1-2 ER-4 ale x nN 2“ — Ot 3 £ tO oO ty fo] fag a By ——— RIDGE TIE RT-OSE <TYP> cae CO 6 (SEE SDS9B) 2 . . F52-E > ny +t ws wo —L P-3(Typ) P—1(Typ) (22) rt cpe® 8-5 o(}F—- FI | eR-2 RF1-2 RFi-2 ER3 & —1@) r 5 ut 5 5 a2 a2 os Q|= |e aS) na ne a nee S g 2 7 . 3 @| 3 s &s 4 | le |i J 5 tre] BS E-1 RFI-1 E-2 RFI-1 E-3 BD JUL 3 " 2010 PURLIN 2x1 3/4) 2x1 3/4) ROOF LAP 7-1 3/4" 2-1 3/4" SHEETING PANELS: 26 Ga. PR — Light Stone ROOF FRAMING PLAN ISSUE] DATE DESCRIPTION By | ck’D| DSN ee a HS U.S. METAL BUILDINGS GENERAL NOTES: 1182 EAST NEWPORT CENTER DR., DEERFIELD BEACH, FL. 33442 1. INSTALL ALL PURLIN AND FLANGE BRACES (FB) AS SHOWN. _ 2. ROOF PANEL PROVIDES STRUCTURAL Try 10 THE BULDING (800) 638-5450 3. STRUT PURLINS, IF PROVIDED, MUST BE INSTALLED AND FASTENED PROJECT! JAKE SOULE TO ROOF SHEETING PER “PBR” PANEL ROOF DETAIL ee ae ee ea Se Mea [en a MANU 5. DO NOT STACK SHEET BUNDLES ON ROOF. ONLY RASE INDIVIDUAL LOCATION: PORT TOWNSEND, WA 98368 «pp HEEIS_AS NEEDED. PANELS CLEAN OF METAL CAD DATE SCALE PHASE | BUILDING ID 0B NUMBER SHEET NUMBER A ee taeey er ec RJD 7/28/10 NTS. 1 A o801-250721 El ME M B E R TA B L E FR A M E LI N E A Q) oO ) MA R K | PA R T [E N G I H 66 ' - 0 " OU T - T 0 - O U T OF ST E E L el eS ee @ © ae ES EY 2z - 0 Zz -0 2- 0 E- 2 | BE S A L 1 4 2t - 1 1 1/ 2 " Bi |B BS F 6- 1 2 | 8X 2 5 Z 1 4 21 - 4 " : © E= 1 © E- 2 E= 3 © © ! 6- 1 3 | 8X 2 5 Z 1 6 4- 5 1/ 4 " mi a T F- 1 6- 1 4 | 8X 2 5 7 1 6 4- 9 " | cB - 4 5/ 1 6 ” DI A . 25 ' - 7 " | CO N N E C T I O N PL A T E S : | DH - 2 | FR A M E LI N E A to (H I D _| _ M A R K / P A R T tw | | 1_ [ S c - 5 | > | 6- 1 1 6- 1 2 6- 1 3 6- 1 4 | yt | it as i | ap y © rf © | ny G1 1 Ca n ac h G- 1 2 & 6- 1 3 c4 | LS ) F to | | rl | oe ® | LL RA ee ee ee gs ee e a I _! I q c a EC - 4 RF I - 1 RF I - 1 EC - 1 [ 5- 0 " an 12 ' - 0 " | 5- 0 " a SI D E W A L L FR A M I N G : FR A M E LI N E A i (G u t t e r wi t h 3 do w n s p o u t s ) ie F7 6 1 F7 6 1 F7 6 0 F7 6 0 , F2 9 5 5 F7 6 0 = x8 8 ie ee nC CN ON OS | .! I _! F4 8 1 nd ta p ) ‘ Es Re Re a es Re Be Be a Se Re ee ke = = |= Se es : s> l e { / s ] / s ]/ 3s 13 s | &] S| ] es ] Ss ] se ] Se ] Ss ] Ss ] S| SE = lo L i) _ _ _ —_ _ _ — —_ =_ _— _ =- _ _ _ _ _ a _ _ te l & 1 T 1 1 T 1 ti ] a a a a ay ar ai a at 1 uN ] fe mM re ) ie ) ee ) ar ) el "2 De l De l De l De l Ce ) el Ge l el Ge l to re ) ta ad i m9 a bt at ] ts a] 2 ts = ed i r rm iy al ” 9 na ~ SI D E W A L L SH E E T I N G & TR I M : FR A M E LI N E A PA N E L S : 26 Ga . PR — De s e r t Sa n d IS S U E ] DA T E DE S C R I P T I O N BY | CK ’ D | DS N A | 7/ 2 8 / 1 0 FO R CO N S T R U C T I O N PE R H I T ru o | sp | uv e U. S . ME T A L BU I L D I N G S 11 8 2 EA S T NE W P O R T CE N T E R DR . , DE E R F I E L D BE A C H , FL . 33 4 4 2 (8 0 0 ) 63 8 - 5 4 5 0 GE N E R A L NO T E S : PR O J E C T ! JA K E SO U L E 1. IN S T A L L AL L GI R T S AN D FL A N G E BR A C E S (F B ) AS SH O W N . 2. WA L L PA N E L PR O V I D E S ST R U C T U R A L ST A B I L I T Y TO TH E BU I L D I N G . CU S T O M E R : JA K E SO U L E | OW N E R ! JA K E SO U L E » CO N T R A C T . DO NO T . AD D AD D I T O N A L WA L OP E N I N G S . MT H O U T LO C A T I O N PO R T TO W N S E N D , WA 96 3 6 8 A , AP P R O V A L . OF BU I L D I N G MA N U F A C T U R E R OR PR O F E S S I O N A L EN G I N E E R . CA D DA T E SC A L E PH A S E | BU I L D I N G ID JO B NU M B E R SH E E T NU M B E R 7 ss bi e NG S en t l y "B Y DR I L L I N G . RJ O 7/ 2 8 / 1 0 NT S . 1 A 08 0 1 - 2 5 0 7 2 ! E2 A jf e x P i R E S ME M B E R TA B L E FR A M E LI N E D MA R K __ _ | PA R T LE N G T H E- 1 | BE S 4 L 1 4 21 - 1 17 @ ep fa u t | ao n ie ® © 66 ' — 0 " OU T - T 0 — O U T OF ST E E L a ct | su s e aN - 7 . 3 ae 3 2 Hi g = oo -_ ‘p i 6- 1 5 | 8x 3 5 7 1 4 21 - 7 3/ 4 22 - 0 22 - 0 22 - 0 cB - 4 | 5/ 1 6 " DI A _| 25 - 7 " / CO N N E C T I O N PL A T E S ER A L E UN E a {9 ) E- 1 1@ E- 2 E- 4 @Q 1 | Sc - 5 FP 1, | | cs | | re | | | | % | G- 1 1 6- 1 2 G- 1 5 | * | | i a . “ | G q G- 1 5 | o 6- 1 1 —1 2 a — fa | : fa | ® —— EE E ee |_ | a Tt sf uu EC - 7 RF I - 1 EC - 1 © SI D E W A L L FR A M I N G : FR A M E LI N E D @ @ Se (G u t t e r wi t h 3 do w n s p o u t s ) ET ; F7 6 1 He F7 6 0 , F2 9 5 5 F7 6 0 Ol 10 is ] St s } 8) 8} 87 8 7 ) 8] ) 8 78 7 8 )8 ] ) 8 } 8) 8 )8 78 1 8 1 7 8 7 8 7 8 7 8 74 4 _ _ — — _ —_ _- _ _ _ _— _— _ _ _ _ _ os _ _ _ ir 2 T 7 1 7 if y 1 1 vr 1 1 al a 1 1 a Tr i T at 1 t aT = ba 2 be 2 2 2 = 2 = ee ee = 2 = o a a a 2 = = SI D E W A L L SH E E T I N G & TR I M : FR A M E LI N E D JU L 3 0 20 1 0 PA N E L S : 26 Ga . PR — De s e r t Sa n d IS S U E ] DA T E DE S C R I P T I O N BY | ck ’ D | DS N ee e a na e U. S . ME T A L BU I L D I N G S 11 8 2 EA S T NE W P O R T CE N T E R DR . , DE E R F I E L D BE A C H , FL . 33 4 4 2 (8 0 0 ) 63 8 - 5 4 5 0 GE N E R A L NO T E S : ee 1. IN S T A L L AL L GI R T S AN D FL A N G E BR A C E S (F B ) AS SH O W N . ct a ee we Ss a ai e “C O N T R A C T , DO NO T AD D AD D I T I O N A L WA L L OP E N I N G S WI T H O U T LO C A T I O N PO R T TO W N S E N D , WA 98 3 6 8 , AP P R O V A L oF BU I L D I N G | MA N U F A C T U R E R OR PR O F E S S I O N A L EN G I N E E R . CA D DA T E SC A L E PH A S E | BU I L D I N G DD JO B NU M B E R SH E E T NU M B E R | IS S U E "S H A V I N G S CA U S E D ‘B Y DR I L L I N G . RJ O 7/ 2 8 / 1 0 NT I S . 1 A 08 0 1 - 2 5 0 7 2 ! E3 A i i EX P I R E S \ 40 ' - 0 " OU T - T O — - O U T OF ST E E L EN D W A L L FR A M I N G : FR A M E LI N E 1 GE N E R A L NO T E S : 1. IN S T A L L AL L GI R T S AN D FL A N G E BR A C E S (F B ) AS SH O W N . 2. WA L L PA N E L PR O V I D E S ST R U C T U R A L ST A B I L I T Y TO TH E BU I L D I N G . 3. OT H E R TH A N FO R WA L K DO O R S AN D WI N D O W S SH O W N ON TH E CO N T R A C T , DO NO T AD D AD D I T I O N A L WA L L OP E N I N G S WI T H O U T AP P R O V A L OF BU I L D I N G MA N U F A C T U R E R OR PR O F E S S I O N A L EN G I N E E R . CA D DA T E SC A L E PH A S E | BU I L D I N G ID JO B NU M B E R SH E E T NU M B E R ee Ru o 7/ 2 8 / 1 0 NT S . 1 A 08 0 1 - 2 5 0 7 2 E4 BO L T TA B L E FR A M E LI N E 1 LO C A T I O N QU A N TY P E D LE N G T H ER - 1 / E R — 2 4 A3 2 5 5/ 8 1 3/ 4 " Co l u m n s / R a f 4 A3 2 5 1/ 2 " 11 / 4 8 dJ o m b 2 A3 2 5 1/ 2 " _ 1/ 4 " ME M B E R TA B L E FR A M E LI N E 1 | MA R K PA R T LE N G T H EC — 1 8F 2 5 C 1 6 “1 2 - 8 9/ 6 EC - 2 8F 3 5 C 1 3 16 - 5 7/ 8 " EC - 3 8F 3 5 C 1 3 16 - 5 7/ 8 ” EC - 4 8F 2 5 C 1 6 12 ' - 8 9/ 1 6 " ER - 1 BF 3 5 C 1 3 21 ' - 0 3/ 4 " ER - 2 8F 3 5 C 1 3 21 ' - 0 3/ 4 DJ - 1 8F 2 5 C 1 4 17 - 1 0 5/ 1 6 7 DJ - 2 8F 2 5 C 1 4 17 ' - 1 0 5/ 1 6 " DH - 1 BF 2 5 C 1 4 12 ' - 0 " G- 1 8X 2 5 Z 1 6 13 ° - 1 " G- 2 8X 2 5 Z 1 6 5- 7 3/ 1 6 " \ (B ) G- 3 | 8X 2 5 7 1 6 11 - 1 1 1/ 2 " 6- 4 8X 2 5 Z 1 6 13 - 1 " 6- 5 8X 2 5 2 1 6 5' - 7 3/ 1 6 " 4” 4” CB - 1 1/ 4 DI A . 16 - 7 " 12 F1 6 0 7) CB - 2 1/ 4 " DI A 19 ° - 5 " C_ ] FL A N G E BR A C E TA B L E | FR A M E LI N E 1 ID | _ MA R K [L E N G T H [- F B 2 9 . 2 5 (2 - 5 1/ 4 " [ CO N N E C T I O N PL A T E S —| a FR A M E LI N E 1 SX OD E i PA R T ar y 2 | Sc - 5 [c o to 7" F4 8 1 a = SS ~S ~ Se . x |i } ] 2 o{ / = ]S ] se ] . = > " o ii iT ° 2 > | = Pa ° aI oS St a a, ° Po =) ne KR Es ae ra a a = << 2 ° al tO _— — to I 2 ~ - in EN D W A L L SH E E T I N G & TR I M : FR A M E LI N E 1 PA N E L S : 26 Ga . PR — De s e r t Sa n d * AN T I — R O L L CL I P (S E E DE T A I L SD 9 9 ) IS S U E } DA T E DE S C R I P T I O N BY | CK D | DS N se m e [m a r e Tt To r a n U. S . ME T A L BU I L D I N G S 11 8 2 EA S T NE W P O R T CE N T E R DR . , (8 0 0 ) 63 8 - 5 4 5 0 DE E R F I E L D BE A C H , FL . 33 4 4 2 PR O J E C T : = JA K E SO U L E (C U S T O M E R ! JA K E SQ U L E [O W N E R JA K E SO U L E LO C A T I O N : PO R T TO W N S E N D , WA 98 3 6 8 40 ° - 0 " OU T - T O - O U T OF ST E E L GE N E R A L NO T E S : 1. IN S T A L L AL L GI R T S AN D FL A N G E BR A C E S (F B ) AS SH O W N . 2. WA L L PA N E L PR O V I D E S ST R U C T U R A L ST A B I L I T Y TO TH E BU I L D I N G . 3. OT H E R TH A N FO R WA L K DO O R S AN D WI N D O W S SH O W N ON TH E CO N T R A C T , DO NO T AD D AD D I T I O N A L WA L L OP E N I N G S WI T H O U T AP P R O V A L OF BU I L D I N G MA N U F A C T U R E R OR PR O F E S S I O N A L EN G I N E E R . 4. AF T E R IN S T A L L A T I O N , WI P E AL L PA N E L S CL E A N OF ME T A L SH A V I N G S CA U S E D BY DR I L L I N G . QU A N TY P E __ D I A BO L T TA B L E FR A M E LI N E 4 LO C A T I O N ER - 3 / E R — 4 Co l u m n s / R a f 4 4 ae 11 / 4 " A3 2 5 po e 5/ 8 1/ 2 " FO R CO N S T R U C T I O N PE R M I T RJ O SD Jv c (8 0 0 ) 63 8 - 5 4 5 0 11 8 2 EA S T NE W P O R T CE N T E R DR . , DE E R F I E L D BE A C H , FL . 33 4 4 2 Ae . @ 4" 16 ° - 0 " 1- 4 " @v _ ® Hi p MA R K / P A R T ak 6 io e ’ > ~ @) Fi g g Ra y 9 | Sc - 5 "a S ae We c = c 7 = SE T G- 8 a: ri ce = ; | 6- 6 6- 8 G- 9 | .| w i l RS |e ] . S | | _ |e lS ] s} 2 ea d ] tl 1 s l e t se d . + ty © oF Or n </ S ) F } s l z l e l e d i e ] z ] s ] 2 ] S ] s >| 4 a 6- 6 co d o{ | v { f { [ e 2 ] / 7 ] ~ “| ? )e ] Pi e ] e I | z} = ] 5 = le ] OH y & : | @ | Oy RA I - 1 © | _| a Cc <j 3 Te ne EC ~ 1 EC - 5 EC — EC - 7 EN D W A L L SH E E T I N G & TR I M : FR A M E LI N E 4 GI R T 1 3/ 4 1- 1 3y 4 t PA N E L S : 26 Ga . 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"W A T YO B I C . 30 % , Gn a s 3 ; Be gp h ey e Se y te s dy Be CE (R B ae Le a s k Su t e m e Ma r e F- t L ue ne d i \ "x ee e ee a y ~ E. \ hs WW Sp l u l l u n s py Ch A s s 18 Tl a m a Ba y o Dd gh ae - ae > bs e Da t e n ma x e s an t TR C NE P A Nb le Ha n e Sr l -k Se a m ho a k ™ id | Ti v e Ar e a s (r e q u = nt ; a WG ch o w n ca r t e . co Vodka Distillery Question Page 3 of 3 exemption, it means the spirit is exempt from the storage and use requirements for flammable and combustible liquids. Neither the IBC nor IFC exemptions address manufacturing, which is what is being proposed. If the storage of finished liquor is ?bulk? (which is not a defined term), it is quite possibile that the amount could be in excess of the maximum allowable quantity for Class IB flammable liquids, causing the room or building to be classified as a Group H-3 occupancy. As to the manufacturing and storage, | will start with a couple of assumptions. First, the still will have a capacity greater than 240 gallons and that the building is sprinklered. Accordingly, based on this assumption, the building or room would be required to comply with the I-Code requirements for a Hazardous Occupancy. Based on these two assumptions | offer the following comments: 4. The still will in likelihood operate at a pressure > 15 PSIG. Therefore the room or building housing the distillation column should be classified as a Group H-2 occupancy. The distillation column is a pressure vessel and must be constructed to the requirements of the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code (BPVC), Section Vill, Division 1 requirements for unfired pressure vessels in accordance with IFC Section 3404.2.7 and NFPA 30. If as a jurisdiction you do not have experience with pressure vessels, | strongly suggest that the plan review and construction inspections be treated as Special Inspection under the requirements in IBC Chapter 17 and IFC Sections 104.7.2 and 106.2. 2. Unless the pressure vessel manufacturer has US authorized inspectors, such vessels made overseas are not legal under the IFC. | bring this up because many of — these distillers love distillation columns made in Germany or Romania. These vessels are manufactured to European standards, which are different than the BPVC used and adopted in NFPA 30, the IFC, and the 2006 edition of the International Mechanical Code. 3. If the distilled liquor will be stored in wood barrels and casks, and the height of storage is greater than 6 feet, the requirements in Chapter 23 of the IFC for high- piled combustible storage will be applicable. Note that while the requirements of Chapter 34 exempt storage of distilled spirits, this exemption does not apply to the requirements in IFC Chapter 23. 4. The dilution of the distilled spirits from 194 proof to a lower concentration must comply with the requirements in IFC Section 3405 for use and dispensing. Re: Vodka Distillery Question By Stanv Posts: 0 2/18/2009 7:21:00 AM | This is all fantastic information and just what | had hoped for here. Thank you!!! “CAMS 1B ELpwrnds (' Haw A c24S6t Jaw suytion (sil) 6 a u 38 9 —“ \ b a am) Re: Vodka Distillery Question By jdrobysh Posts: 0 ie DEAR 2/18/2009 7:49:00 AM sek eee | ntact if this one ever comes up in my jurisdiction... Don"t worry, quality contro! will be included LOL. \26 aid yer" Cone Mer! or Se wep, . | Keep Sudar Uruunnr Osu Cara. 4 hazmatpoobah - DAMN! You"re good. | know who to Re: Vodka Distillery Question By cda Posts: 0 2/18/2009 11:47:00 AM the great HAZ has spoken. That is why he wears a white hat 21 post(s)* First *12 > * Last -FeodS Bev, 7 - Praudian Cstorngy ) Ln prc ~ Feskeveds (dA) Dery - ey pve: Pee. ~ http://www.iccsafe.org/iccforums/Pages/default.aspx?action=ViewPosts&fid=11&tid=15524 8/26/2013 Vodka Distillery Question Page 2 of 3 Posts: 0 <= good time to: maybe require then to submit a techincal paper from a FPE, with classification, sprinkler design, any other unus 2/17/2009 1:30:00 PM i pe } L ey Re: Vodka Distillery Question By pwood Posts: 0 2/17/2009 2:46:00 PM stanv, i like to be as helpful as the next guy but, i let the rdp figure out the code analysis and i just agree or disagree with the facts. it keeps me nuetral! do you also do quality control testing? :D Re: Vodka Distillery Question By Stanv Posts: 0 2118/2009 4:58:00 AM Pwood, | totally understand your comment and had to smile at the quality control testing comment. When | worked for some of the Cities around here it was pretty easy to do that. However working for a County is much different. Many of the people you deal with are locating in the County because they have the idea that the requirements will somehow be less. Maybe in some Counties they are. Anyway, they really drag their feet about getting design professionals involved. We let them know right up front that they are required to have the design professionals involved though and that we do not do the design we check it. It is a far different world, | can tell you from my experiences of the past several years. | post questions here from time to time mainly fo see what others are doing on such issues. This is just one of those out of the ordinary projects that | like to have some feedback on. Thanks for yours. ;) Re: Vodka Distillery Question By cda Posts: 0 2/18/2009 6:27:00 AM Stanv send : hazmatpoobah a private message and some details andhe should be able to give yougreat advice. Re: Vodka Distillery Question By Stanv Posts: 0 2/18/2009 6:36:00 AM -~ | Thanks for the tip. Re: Vodka Distillery Question By stookeyphxfire Posts: 0 2/18/2009 7:08:00 AM Stanv, I"ve been where your at and dealt with private distilleries. The following is an e-mail | sent to a building official in Montana a month ago for a whiskey distillery. Whiskey, vodka, rum or tequila - it"s all the same when it comes to the manufacturing process and the code requirements in the IFC and IBC. | read the Word document that was attached to the e-mail and prepared by the permit applicant. | concluded that the letter tells you nothing other than how the permit os applicant believes they are exempted from all regulations in the model codes based on Federal law. That is incorrect. The Bureau of Alcohol, Tobacco, Firearms and Explosives (BATFE) and the Food and Drug Administration (FDA) have regulations for the manufacturing and storage of alcoholic beverages ? however, they do not relate to the design or construction of buildings or the manufacturing processes. The US Government has always left land use (i.e. zoning) and building design and construction as a local issue for all of the obvious reasons. The production of whiskey is a process where grains are mixed with enzymes produced from yeasts. This ?mash? is then boiled and the starches create ethyl! alcohol. The alcoho! will then be heated and cooled in a distillation column (known as a ?still?) to further concentrate the ethyl alcohol (ethanol) molecules. Heating will most likely be done with hot water, low pressure steam, or using electric heaters. Ethanol has a distillation temperature of 172.5?F at 1 atmosphere and it is an azetrope. An azetrope is a chemical in which the ratio of its constituents cannot be changed by distillation. This is an important fact because it has major implication as to the classification of the ethanol. To maximize the yield of ethanol from the biomass (the grains used to make the mash), the still operator will want to extract and refine as much of the mash as feasible to create the highest concentration of ethanol. For ethanol, the maximum yield is about 96%, or about 194 proof in terms used by distillers of consumable alcohol. Ethyl alcohol at this concentration is a Class 1B flammable liquid. Based on the permit applicant?s letter, this 194 proof alcohol will be diluted with water to 60-65% ethanol, which equates to 120-130 proof. At this point the ethanol borders on either a Class IB or IC flammable liquid, depending on its closed cup flash point temperature and the accuracy of dilution process. | The permit applicant claims that the manufacturing process is exempted by the 2006 IBC and 2006 IFC. That is incorrect. The only exemptions are IBC Section | 307.1, exemption 8 which exempts liquor stores and distributors without bulk storage and IFC Section 3401.2, exemption 9 which exempts the storage of distilled spirits in wooden barrels and casks. These are not ?global exemptions? meaning one is exempt from compliance from all of the requirements of the model codes. In the case of the IBC exemption, it means that storage and display of ethanol as consumable spirit is exempt from a Group H occupancy. In the case of the IFC http://www. iccsafe.org/iccforums/Pages/default.aspx?action=ViewPosts&fid=11&tid=15524 8/26/2013 = USE AND OCCUPANCY CLASSIFICATION WATER-REACTIVE MATERIAL. Organic peroxides, unclassified detonable Class 3. Oxidizers, Class 4 Unstable (reactive) materials, Class 3 detonable and Class 4 Class 2. ; im . [F] 307.3.1 Occupancies containing explosives not clas- Class 1. sified as H-1. The following occupancies containing [F] 307.3 High-hazard Group H-1. Buildings and structures explosive materials shall be classified as follows: containing materials that pose a detonation hazard shall be 1. Division 1.3 explosive materials that are used and classified as Group H-1. Such materials shall include, but not maintained in a form where either confinement or be limited to, the following: configuration will not elevate the hazard from a Detonable pyrophoric materials mass fire to mass explosion hazard shall be allowed Explosives: in H-2 occupancies. Division 1.1 2. Articles, including articles packaged for shipment, that are not regulated as a Division 1.4 explosive Division 1.3 under Bureau of Alcohol, Tobacco, Firearms and Division 1.4 Explosives regulations, or unpackaged articles used Division 1.5 in process operations that do not propagate a detona- Division 1.6 tion or deflagration between articles shall be allowed in H-3 occupancies. Division 1.2 [F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD*!"™ GROUP STORAGE? USE-CLOSED SYSTEMS? USE-OPEN SYSTEMS? ee i Solid Solid Solid MAXIMUM Liquid Gas Liquid Gas Liquid MATERIAL CLASS p ypieladea pre gallons | (cubic feet pore gallons | (cubic feet pany gallons oinilllhs feet) (pounds) at NTP) feet) (pounds) at NTP) feet) (pounds) Combustible dust N/A H-2 Note q N/A N/A Note q N/A N/A Note q N/A Ban aahtle I H-2 or H-3 120° 1208 308 liquid! TIA H-2 or H-3 N/A 330%° N/A N/A 330° N/A N/A 80° q IIIB N/A 13,200°! 13,200° 3,300° . Loose (100) (100) (20) Combustible fiber Baled? H-3 (1,000) N/A N/A (1,000) N/A N/A (200) N/A Consumer fireworks 1.4G H-3 125°! N/A N/A N/A N/A N/A N/A N/A pide N/A H-2 N/A | 454 | N/A | N/A | 454 | NA | NA | 108 flammable Cryogenics, inert N/A N/A N/A N/A NL N/A N/A NL N/A N/A SRERISS, N/A H-3 N/A 45! N/A N/A 45! N/A N/A 108 oxidizing Division 1.1 H-1 1%8 (1)*8 N/A 0.258 (0.25)® N/A 0.258 (0.25)® Division 1.2 H-1 18 (1)°8 N/A 0.258 (0.25)® N/A 0.258 (0.25)® Division 1.3 | H-1 or H-2 5°8 (5)°8 N/A 18 (1)8 N/A 1* (18 Explosives Division 1.4 H-3 50°* (50)*8 N/A 508 (50)8 N/A N/A N/A Division 1.4G H-3 12540! N/A N/A N/A N/A N/A N/A N/A Division 1.5 H-1 1°8 (1)*8 N/A 0.258 (0.25) N/A 0.258 (0.25) Division 1.6 H-1 joes N/A N/A N/A N/A N/A N/A N/A Gaseous N/A 1,000%° N/A 1,000%* Flammable gas Liguetied H-2 N/A (150)* N/A N/A (150) NA N/A N/A oe dA H-2 oo 308 108 Flammable liquid 1Band IC or H-3 N/A 0%. N/A N/A 120° N/A N/A 30! Flammable liquid, H2 combination N/A H 3 N/A 120%%" N/A N/A 120%" N/A N/A 30% (1A, 1B, 1C) aaliaal (continued) 2012 INTERNATIONAL BUILDING CODE® 45 “USE AND OCCUPANCY CLASSIFICATION [F] TABLE 307.1(1)—(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD®!™™P GROUP STORAGE? USE-CLOSED SYSTEMS? USE-OPEN SYSTEMS? WHEN THE ; ‘: MATERIAL . CLASS MAXIMUM a Liquid Gas Ta Liquid Gas a Liquid ALLOWABLE eubi a gallons _| (cubic feet ‘Touble: gallons | (cubic feet eubic gallons ceri big feet) (pounds) | at NTP) feet) (pounds) | at NTP) feet) (pounds) Flammable solid N/A H-3 125%° N/A N/A 125¢ N/A N/A 254 N/A ineetons Gaseous N/A N/A N/A NL N/A N/A NL N/A N/A Liquefied N/A N/A N/A NL N/A N/A NL N/A N/A UD H-1 [ee (1)*® N/A 0.258 (0.25)® N/A 0.258 (0.25)® I H-2 see | syte |N/A 14 ay | N/A 12 (1! Organic peroxide Il H-3 50%" (50)*° N/A 50! (50)4 N/A 10° (10)¢ Ill H-3 125%° (125)*° N/A 1254 (125)* N/A 254 (25)4 IV N/A NL NL N/A NL NL N/A NL NL Vv N/A NL NL N/A NL NL N/A NL -NL 4 Hl re | aye | NWA | 025° | 25% | N/A | 0.258 | (0.25) oxi 3k H-2 orH-3 | 10% | (oye | N/A 24 (2)! N/A 24 (2) 2 H-3 250°%° (250)*° N/A 2508 (250) N/A 50° (50)! 1 N/A | 4,000" | 4,000} N/A | 4,000° | (4,000)' | N/A | 1,000' | (1,000) Oxidizing gas Gaseous H3 N/A N/A 1,500*° N/A N/A 1,500%* N/A N/A Liquefied NA | casoy® | N/A | N/A | Ca50y® | N/A | N/A | N/A Pyrophoric material NA H-2 ae | ye | 50%8 18 (DF 10° 0 0 4 Hl se | (pee toe | o2s* | o2se | 2 | 025* | (0.25) 3 H-lorH-2| sé ste | Sone 14 (1)! 10%* 13 (1)! eseeole (eaeiine) 2 H-3 50% ee 50% | sot | (oye | 250% | 10% | (10)! 1 N/A NL NL NL NL NL NL NL NL j H-2 see | (syee | N/A 54 6 | NA 13 ay Water reactive 2 H-3 50%° (50)*° N/A 508 (50)4 N/A 10° (10)* 1 N/A NL NL N/A NL NL N/A NL NL For SI: 1 cubic foot = 0.028 m’, 1 pound = 0.454 kg, 1 gallon = 3.785 L. NL = Not Limited; N/A = Not Applicable; UD = Unclassified Detonable a. For use of control areas, see Section 414.2. b. The aggregate quantity in use and storage shall not exceed the quantity listed for storage. c. The quantities of alcoholic beverages in retail and wholesale sales occupancies shall not be limited provided the liquids are packaged in individual containers not exceeding 1.3 gallons. In retail and wholesale sales occupancies, the quantities of medicines, foodstuffs, consumer or industrial products, and cosmetics containing not more than 50 percent by volume of water-miscible liquids with the remainder of the solutions not being flammable, shall not be limited, provided that such materials are packaged in individual containers not exceeding 1.3 gallons. d. Maximum allowable quantities shall be increased 100 percent in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Where Note e also applies, the increase for both notes shall be applied accumulatively. e. Maximum allowable quantities shall be increased 100 percent when stored in approved storage cabinets, day boxes, gas cabinets or exhausted enclosures or in listed safety cans in accordance with Section 5003.9.10 of the International Fire Code. Where Note d also applies, the increase for both notes shall be applied accumulatively. f. The permitted quantities shall not be limited in a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. g. Permitted only in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. h. Containing not more than the maximum allowable quantity per control area of Class IA, IB or IC flammable liquids. i. The maximum allowable quantity shall not apply to fuel oil storage complying with Section 603.3.2 of the International Fire Code. j. Quantities in parenthesis indicate quantity units in parenthesis at the head of each column. k. A maximum quantity of 200 pounds of solid or 20 gallons of liquid Class 3 oxidizers is allowed when such materials are necessary for maintenance purposes, operation or sanitation of equipment. Storage containers and the manner of storage shall be approved. 1. Net weight of the pyrotechnic composition of the fireworks. Where the net weight of the pyrotechnic composition of the fireworks is not known, 25 percent of the gross weight of the fireworks, including packaging, shall be used. m.For gallons of liquids, divide the amount in pounds by 10 in accordance with Section 5003.1.2 of the International Fire Code. n. For storage and display quantities in Group M and storage quantities in Group S occupancies complying with Section 414.2.5, see Tables 414.2.5(1) and 414.2.5(2). o. Densely packed baled cotton that complies with the packing requirements of ISO 8115 shall not be included in this material class. p. The following shall not be included in determining the maximum allowable quantities: 1. Liquid or gaseous fuel in fuel tanks on vehicles. 2. Liquid or gaseous fuel in fuel tanks on motorized equipment operated in accordance with this code. 3. Gaseous fuels in piping systems and fixed appliances regulated by the International Fuel Gas Code. 4. Liquid fuels in piping systems and fixed appliances regulated by the International Mechanical Code. q. Where manufactured, generated or used in such a manner that the concentration and conditions create a fire or explosion hazard based on information prepared in accordance with Section 414.1.3. 46 2012 INTERNATIONAL BUILDING CODE® TH E IR O Q U O I S TH E A T E R FI R E Pu s h i n g fo r an Op e n i n g : Ir o q u o i s Th e a t e r Ov e r l o o k Ba s i c Fi r e Sa f e t y Ma n a g e m e n t Pr e c a u t i o n s Th e op e n i n g of th e ne w , st a t e - o f - t h e - a r t lr o q u o 1 HO U U U T D f 19 0 4 . Ho w e v e r , tw o fa c t o r s 19 0 3 in s t e a d . Fi r s t n in t o Ch i c e wi t h an af t e r n o o n at a ne a r b y e se c o n d re wi t h th e po l i t i c s of th e a t e r in ge n e ri c a l bo o k i n g co m p a n i e s le d to on e ne w mp a n y : Th e Th e a t : ic a t e . Th i s me r g e r me a n t th a t J > pa r t n e r s co u l d co m b i n e th e i r ro u at t r a c t th e be s t Fe l l ra n t o o d gu a r a n t e e Le e U ra l . A ct i o n s , si n c e pr o d u c t i o n co m p a n i e s wi 0 U it al s o me a n t le s s tr a v e l l i n e ti m e he t w e e n lo c a t i o n s TH E BE V E R L Y HI L L S FI R E se i t es s e De c . 30 , 19 6 9 : Th e ch u b , cl o s e d sh o r t l y af t e r it s re o p e n i n g , is de e d e d to th e Sc h i l l i n g fa m i l y , wh o pl a n to re n o v a t e an d ex p a n d it . Af t e r m a t h : De b r i s fr o m th e 19 7 0 Ap r i l 19 7 0 : Th e Sc h i l l i n g s ob t a i n a bu i l d i n g pe r m i t fo r a “ °™ $1 7 0 , 0 0 0 re m o d e l i n g . Ju n e 21 , 19 7 0 : A pr e d a w n fi r e de s t r o y s mu c h of th e un o c c u p i e d st r u c t u r e , st i l l un d e r co n s t r u c t i o n . A st a t e ar s o n in v e s t i g a t i o n wi l l pr o v e in c o n c l u s i v e . Fe b . 10 , 19 7 1 : Th e ne w Be v e r l y Hi l l s Su p p e r Cl u b op e n s to th e pu b l i c . Fe b . 26 , 19 7 1 : Th e En g u i r e r re p o r t s th a t th e cl u b re o p e n e d "w i t h o u t re m e d y i n g 10 ma j o r sa f e t y de f e c t s ou t l i n e d by th e st a t e , ” in c l u d i n g fl a w s mv o l v i n g st a i r w a y : Pe CA S I N O MA P jj VI D E O S |, MO B TI E S De a d l y ca s i n o fi r e s he l p e d re w r i t e sa f e t y st a n d a r d s By Ma r y Ma n n i n g Fr i d a y , Ja n . 25 , 20 0 8 | 12 : 3 2 p. m . La s Ve g a s re s i d e n t s an d vi s i t o r s ha v e wi t n e s s e d pl e n t y of fi r e s da m a g e an d de s t r o y va r i o u s ho t e l s ov e r th e ye a r s . Tw o de a d l y bl a z e s in pa r t i c u l a r , th e MG M fi r e in 19 8 0 an d th e Hi l t o n fi r e in 19 8 1 , ki l l e d ne a r l y 10 0 pe o p l e co m b i n e d — bu t al s o he l p e d re f o r m fi r e sa f e t y co d e s na t i o n w i d e . He r e ' s ac l o s e r lo o k at so m e of La s Ve g a s ’ ma j o r ca s i n o fi r e s : Ja n . 25 , 20 0 8 — A fi r e at th e Mo n t e Ca r l o ca s i n o - ho t e l in j u r e d 17 pe o p l e , mo s t su f f e r i n g fr o m sm o k e in h a l a t i o n , an d cl o s e d th e St r i p re s o r t fo r th r e e we e k s . Wo r k e r s wh o di d no t ha v e pr o p e r "o w © te & Wh y We Ha v e Fi r DE A D L Y SC H O O L FI R E SO O N FO R G O T T E N - IN S P E C T I O N S : | DE A D L Y SC I CR I T I C A L TO SA F E T Y : CR I T I C A L Té Un f o r t u n a t e l y , th e de s i r e fo r fu n an d ga m e s ha s tr u m p e d th e me m o r y of a de a d l y fi r e at Ne b r a s k a We s l y a n ca m p u s . 4 sh o r t ye a r s af t e r a 19 ye a r ol d st u d e n t wa s ki l l e d in a — fi r e at We s l y a n , fi r e sa f e t y ha s ta k e n a ba c k se a t to go o d ti m e s . Ac o o r d i n g to th e | rl Fi r e In s p e c t o r Ri c k Ca m p o s ma d e a su r p r i s e vi s i t to Th e t a Ch i , a fr a t e r n i t y on th e ot h e r si of ca m p u s . He fo u n d al l of th e ho u s e ' s sm o k e de t e c t o r s bl o c k e d by co m m e r c i a l - g r a d e co v e r s . Th e co v e r s we r e th e sa m e ki n d co n s t r u c t i o n cr e v i s us e to ke e p ou t du s t . Bu t th e fr a t e r n i t y br o t h e r s we r e n ' t do i n g co n t r a c t wo r k , Ca m p o s sa y s , th e y we r e sm o k i n g in s i d e an d di d n t wa n t to ge t ca u g h t . ne of th e i r ex i s t e n c e , th i s Co d JAN 11. 201 on City OF PORT TOWNSEND psp Zou.e ADA Baw ~ LeveR HRDWR OM DOORS ~KEVER FAUCET — WALL NIM. SINE ~WRAP PIPES UMDER Sik Rov, 1/2/1! 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Cts (mecLy O& SvyoweR) 4. . oe iv" \ > ee ee! K-I a. Ae ‘ \ aaa a1. Sen ad ff et 7 Vee TO WAL rb, : : ; fe noe PT pwd 72 ate aroma a NTS ft oc TT | LL or - 2 dine : oP — Down NOTICE: bate, ins af V cepting — Re a oa any errorlelusasie, ui penne th A - Ll = # ‘pass inspection in pe rmance with (g &! mie ; /, Fiat step ~“all applicable codes and regulations. NATAL 12, oad, BUILDING OR STRUCTURE REQUIRED EGRESS < 60" BUILDING OR STRUCTURE REQUIRED EGRESS < 60" fr HANDRAIL | = > — » : * T r i T ae i u - ‘ l { 1 — J 30" 30" le us , a ASSUMED NATURAL PATH ASSUMED NATURAL PATH OF TRAVEL FOR OF TRAVEL FOR MONUMENTAL STAIRS MONUMENTAL STAIRS 34 " - 3 8 " 34 " - 3 8 " Figure 53. Handrails for Monumental Stair HANDRAIL” Pa STAIRWAY “n* Figure 54. Handrail Requirements 129 ee 6 | | | || | | | i} | Kt | | ee et Re Be e [t t tt | 2 so e — a S ar | | | 2 sr } 4a 7 yb dl e x ns 53 = | | a 1 u T \. N | _ % | n | | | A | 7 Su Ba k SP U Fe Ts . - ee ! fg L q 4 wa a — as i |S x T- SS ) | AF = i ar e an j o n ee e Le & Se vy ¥ Ae | et t al e e x3 8 HS S SS > “i t No =a bb z tt e | ; | 2 | = A. a SD F (P e w e e ye i . ( . \ wt \ 5 4 3 as e A | = | = NL | Sz as e | {3 Z | \ =, | Wy ) ot : | S _ cr : ai , iN | To T | A rd ¥ ] am - — ft a ra i d bo o i = 7 aS re er , ES | Nr ss 2 ! Ny ) ¥ 1 Se l ‘> ; | - @ S oY 2 < SS 3 3 ue — ER ae | & * 8 . Nv 44 > s | x (G n a n os « £ o8 a HN N3 3 [ ro e SA S S Se | {| ~) y SS : 2 ae uw r ” | ® a 8 - ~ 2 € | = a \ 2 + OS al Pe | oo NA ir e a yg - iN e t Se n \ | . | | | | L a g i E Fi t ) | | rN 3 ee 3 | — a i VS - a = 2: a t Be | —— i | { | | | | I en i n g | AL P IN G E | = Ea i e e —_ — _ | — y a —, f Y Tt t 1 Sy a e ' J e Vi g ) | || | a | _! iz ug Sf wr es e | : TI 1 rr oY " GY " a | a TP 4 Pr e e - L a) i - | an Bs } ‘ | a = L a < WATER-REACTIVE MATERIAL. Class 3. Class 2. Class 1. [F] 307.3 High-hazard Group H-1. Buildings and structures containing materials that pose a detonation hazard shall be classified as Group H-1. Such materials shall include, but not be limited to, the following: Detonable pyrophoric materials Explosives: Division 1.1 Division 1.2 Division 1.3 Division 1.4 Division 1.5 Division 1.6 Organic peroxides, unclassified detonable USE AND OCCUPANCY CLASSIFICATION Oxidizers, Class 4 Unstable (reactive) materials, Class 3 detonable and Class 4 &/ [F] 307.3.1 Occupancies containing explosives not clas- sified as H-1. The following occupancies containing explosive materials shall be classified as follows: 1. Division 1.3 explosive materials that are used and maintained in a form where either confinement or configuration will not elevate the hazard from a mass fire to mass explosion hazard shall be allowed in H-2 occupancies. 2. Articles, including articles packaged for shipment, that are not regulated as a Division 1.4 explosive under Bureau of Alcohol, Tobacco, Firearms and Explosives regulations, or unpackaged articles used in process operations that do not propagate a detona- tion or deflagration between articles shall be allowed in H-3 occupancies. [F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD®!™"P GROUP STORAGE? USE-CLOSED SYSTEMS? USE-OPEN SYSTEMS? belieceolhlai Solid Solid Solid MAXIMUM Liquid Gas Liquid Gas Liquid PATEreAl. GLASS ALLOWABLE ee gallons | (cubic feet poring gallons | (cubic feet me gallons pee feet) (pounds) | at NTP) feet) (pounds) | at NTP) feet) (pounds) Combustible dust N/A H-2 Note q N/A N/A Note q N/A N/A Note q N/A Conitensibie II H-2 or H-3 120%° 120? 30° liquid’ IIA H-2 or H-3 N/A 330%° N/A N/A 330° N/A N/A 804 q IIIB N/A 13,200°' 13,2008 3,300° . Loose (100) (100) (20) Combustible fiber Baled® H-3 (1,000) N/A N/A (1,000) N/A N/A (200) N/A Consumer fireworks 1.4G H-3 125%*! N/A N/A N/A N/A N/A N/A N/A Cryogenics, N/A H-2 N/A 45 N/A N/A 45¢ N/A N/A 10! flammable Cryogenics, inert N/A N/A N/A N/A NL N/A N/A NL N/A N/A Cryogenics, N/A H-3 N/A 45¢ N/A N/A 45¢ N/A N/A 10% oxidizing Division 1.1 H-1 188 a= | N/A 0.25° | (0.25% | N/A | 0.25® | (0.25) Division 1.2 H-1 188 ayes | N/A 0.25 | (0.25)8 | N/A 0.258 | (0.25)8 Division 1.3 | H-lorH-2| 58 (58 N/A 1 (18 N/A 12 (Le Explosives Division 1.4 H-3 50° (50)*8 N/A 508 (50)® N/A N/A N/A Division 1.4G H-3 125%°! N/A N/A N/A N/A N/A N/A N/A Division 1.5 H-1 1%8 (1)*8 N/A 0.258 (0.25)® N/A 0.258 (0.25)8 Division 1.6 H-1 12%8 N/A N/A N/A N/A N/A N/A N/A Gaseous N/A 1,000%° N/A 1,000** Flammable gas Licuefied H-2 N/A (150) NA N/A (150)* N/A N/A N/A H-2 4 30! 10° ae. Becied N/A Bom . | NA | NIA rot | N/A | N/A 30! Flammable liquid, H2 Va combination N/A or H3 wy 120¢°+ N/A N/A 120%" N/A N/A 30%4 (1A, 1B, 1C) : J / (continued) 7 Ly 4 a\e « t + CLARE A USTOnn C RAND | LAA, 2012 INTERNATIONAL BUILDING CODE® 45 USE AND.OCCUPANCY CLASSIFICATION ‘ [F] TABLE 307.1(1)—(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD*™"? GROUP STORAGE? USE-CLOSED SYSTEMS? USE-OPEN SYSTEMS? WHEN THE i MATERIAL eee MAXIMUM | Solid | Liquid | Gas Solid, | Liquid | Gas Solid, | Liquid ALLOWABLE cubi . gallons | (cubic feet oul gallons | (cubic feet Touble gallons porcoellag feet) (pounds) | at NTP) feet) (pounds) | at NTP) feet) (pounds) Flammable solid N/A H-3. 125%° N/A N/A 125° N/A N/A 25° N/A feet gata Gaseous N/A N/A N/A NL N/A N/A NL N/A N/A Liquefied N/A N/A N/A NL N/A N/A NL N/A N/A UD Hl re | are | NA | 025" | 025% | N/A | 0.25% | (0.25) I H-2 see (syse |N/A 14 (1) N/A 1é as _—— 0 H-3 soe | (s0ye* | N/A 50! (50)! | N/A 108 (10)! Ill H-3 125%° (125)*° N/A 125¢ (125)! N/A 258 (25)4 IV N/A NL NL N/A NL NL N/A NL NL N/A NL NL N/A NL NL N/A NL NL 4 Hl re | ar | NA | 025" | 025 | N/A | 0.25% | (0.25) Oxidizer 3k H-2 or H-3 10%°¢ (10)*° N/A 2 (2)4 N/A 28 (2) 2 H-3 250% | (2soye* | N/A | 250° | (250)' | N/A 50! (50)! 1 N/A 4,000°f | (4,000)*f| N/A 4,000 | (4,000)' N/A 1,000 | (1,000) Oxidizing wae Gaseous H3 N/A N/A _ |. 1,500*° N/A N/A 1,500%° N/A N/A Liquefied wa | caso | NA | N/A | C150) | N/A | N/A | N/A Pyrophoric material N/A H-2 ae | (ape | 50°8 18 (DE 10° 0 0 4 H-1 1% (yes 108 0.258 (0.25)® 278 0.258 (0.25)8 3 H-lorH-2| 5% see | Soe 1é (1! 10%* 14 (1)! ies eerece) 2 H-3 50% en 250% | sot | (Soyt | 250% | 104 | (10)! 1 N/A NL NL NL NL NL NL NL NL 3 H-2 5 | Ge | NA 54 6: | NA 13 as Water reactive 2 H3 5so** | (soy** | N/A 508 (50)' | N/A 10° =| (104 1 N/A NL NL N/A NL NL N/A NL NL For SI: 1 cubic foot = 0.028 m’, 1 pound = 0.454 kg, 1 gallon = 3.785 L. NL = Not Limited; N/A = Not Applicable; UD = Unclassified Detonable a. For use of control areas, see Section 414.2. b. The aggregate quantity in use and storage shall not exceed the quantity listed for storage. c. The quantities of alcoholic beverages in retail and wholesale sales occupancies shall not be limited provided the liquids are packaged in individual containers not exceeding 1.3 gallons. In retail and wholesale sales occupancies, the quantities of medicines, foodstuffs, consumer or industrial products, and cosmetics containing not more than 50 percent by volume of water-miscible liquids with the remainder of the solutions not being flammable, shall not be limited, provided that such materials are packaged in individual containers not exceeding 1.3 gallons. d. Maximum allowable quantities shall be increased 100 percent in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Where Note e also applies, the increase for both notes shall be applied accumulatively. e. Maximum allowable quantities shall be increased 100 percent when stored in approved storage cabinets, day boxes, gas cabinets or exhausted enclosures or in listed safety cans in accordance with Section 5003.9.10 of the International Fire Code. Where Note d also applies, the increase for both notes shall be applied accumulatively. The permitted quantities shall not be limited in a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. . Permitted only in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. . Containing not more than the maximum allowable quantity per control area of Class IA, IB or IC flammable liquids. The maximum allowable quantity shall not apply to fuel oil storage complying with Section 603.3.2 of the International Fire Code. Quantities in parenthesis indicate quantity units in parenthesis at the head of each column. . A maximum quantity of 200 pounds of solid or 20 gallons of liquid Class 3 oxidizers is allowed when such materials are necessary for maintenance purposes, operation or sanitation of equipment. Storage containers and the manner of storage shall be approved. 1. Net weight of the pyrotechnic composition of the fireworks. Where the net weight of the pyrotechnic composition of the fireworks is not known, 25 percent of the gross weight of the fireworks, including packaging, shall be used. m.For gallons of liquids, divide the amount in pounds by 10 in accordance with Section 5003.1.2 of the International Fire Code. n. For storage and display quantities in Group M and storage quantities in Group S occupancies complying with Section 414.2.5, see Tables 414.2.5(1) and 414.2.5(2). o. Densely packed baled cotton that complies with the packing requirements of ISO 8115 shall not be included in this material class. p. The following shall not be included in determining the maximum allowable quantities: 1. Liquid or gaseous fuel in fuel tanks on vehicles. 2. Liquid or gaseous fuel in fuel tanks on motorized equipment operated in accordance with this code. mS Fr Be g fh 3. Gaseous fuels in piping systems and fixed appliances regulated by the International Fuel Gas Code. 4. Liquid fuels in piping systems and fixed appliances regulated by the /nternational Mechanical Code. q. Where manufactured, generated or used in such a manner that the concentration and conditions create a fire or explosion hazard based on information prepared in accordance with Section 414.1.3. 46 2012 INTERNATIONAL BUILDING CODE® Distillery Operations Page 1 of 1 | KLAUSBRUCKNER & ASSOCIATES FIRE AND BUILDING CODE CONSULTANTS Home Services Distillery Operations Consulting Distillery Operations Distillery Operations is one of our specialties at Klausbruckner & Associates. We offer solutions to fire and building code compliance issues for small to large businesses. We understand the unique processes associated with alcohol distilleries and can help you understand the fire and building code requirements to select the right building for your business or provide you with retrofits needed to your existing facility for compliance. Our services include: + Distillery Operations Code Compliance + Hazardous Materials and Flammable Combustible Liquids & Vapors Associated with Use & Handling, as well as Heated Processes Associated with Distillation Systems * High Hazard H-Occupancy & Special Uses + Lower Flammable Limit Exhaust Evaluation * Storage Options and Exemptions Associated with Finished Goods, Wood Barrels and Steel Barrels. * Analysis and Options for Vapor Explosion Control & Mitigation * Fire Sprinkler Design and Hazardous Materials Storage Options * Fire & Building Code Compliance Analysis and Reports * Hazardous Material & Chemical Classification & Inventory Reporting for Hazardous Materials Inventory Statement (HMIS) and Hazardous Materials Management Plan (HMMP) + Project Facilitation with Authorities Having Jurisdiction, Design Teams * Fire Hazard Risk Analysis * Mediation, Negotiation & Code Conflict Resolution * Fire and Life Safety Evaluation * NFPA 30 Flammable Liquid Analysis * Allowable Area & Building Height Limitations * On-Site Analysis of Fire Code Life Safety & Egress Requirements * Facility Design, Construction & Closures * Hazardous Materials Storage, Handling & Use * Toxic, Highly-Toxic & Flammable Gases Requirements and Safety Evaluation + Product Conveying Exhaust Systems Evaluation Based on Hazards + Hazardous Materials Business Plans, Risk Management Plans * Spill Control & Secondary Containment Requirements and Alternative Methods We understand the need for fast turnaround and assignment of appropriate technical experts to address specific code compliance requirements, and the need to provide cost effective solutions. We strive to provide you with piece of mind on hazardous material and fire code compliance issues. Give us a call and find out for yourself why our responsiveness, level of service and quality of work sets us apart. Back to Services © 20PFddausbuiteet eetdesedatesy Ips ME pghIS gqgerved. Or visit us on the web at www.klausbruckner.com http://www.klausbruckner.com/DistilleryOperations.html 8/30/2013 | was on-call for the period of ; Pay Comp Time % ¢ Sales limit increase could give Washington state craft distilleries more momentum in ther... Page 1 of 2 We use cookies to customise content for your subscription and for analytics. If you continue to browse Lexology, we will assume that you are happy to receive all our cookies. For further information please read our Cookie Policy. In cooperation with LCs JLUUY. | Register Now As you are not an existing subscriber please register for your free daily legal newsfeed service. If you have any questions about the service please contact | Register customerservices@lexology.com or call Lexology Customer Services vane mada ed on +44 20 7234 0606. i Sales limit increase could give Washington state craft distilleries more momentum in the retail market Stoel Rives LLP Susan M. Johnson USA STOEL RIVES. April 25 2013 ae cercowe av cas This week, a bill passed the Washington legislature that will allow a craft distillery to sell more of its product to customers visiting its distillery. House Bill 1149 has been sent to Governor Inslee to sign in to law, amending RCW 66.24.145 to allow a craft distillery to sell a maximum of three liters of spirits of its own production per person per day for off-premise consumption. The prior limit was two liters per person per day. Importantly, craft distilleries that opt to sell spirits from their premises must be aware that they are required to comply with the applicable laws that relate to retail liquor licensees, such as responsible alcohol sales, as well as the state and federal requirements that apply to distilleries. Author page » Craft distilleries are distinguished from larger distilleries most notably by the amount of spirits produced—a maximum of 60,000 proof gallons per year (WAC 314-28-050)—and the requirement that a minimum of 50% of Washington-grown raw materials be used for production (WAC 314-28-060). The craft distillery industry has experienced steadfast growth since the Washington State Liquor Control Board implemented the license less than three years ago. The passage of 1149 is a clear indication of the need for refinement of the laws that regulate this growing industry. Craft distilleries have the potential to gain a stronger presence in the liquor market as more people look to them directly for unique, local spirits. Tags USA, Company & Commercial, Stoel Rives LLP http://www. lexology.com/library/detail.aspx?g=57aa3 1 18-6f0e-4£59-8d27-4b2e5 1 7ccdd6 8/30/2013 Sales limit increase could give Washington state craft distilleries more momentum in the r... Page 2 of 2 Py t If you are interested in submitting an article to Lexology, please contact Andrew Teague at ateague@lexology.com. "| appreciate receiving the Lexology messages and pick out what | find interesting. | usually forward on articles which may be more relevant to my colleagues in the group." Peter Breepoel Senior Patent Counsel Royal DSM NV © Copyright 2006-2013 Globe Business Publishing Ltd | Cookies | Disclaimer | Privacy policy http://www. lexology.com/library/detail.aspx?g=57aa3 1 18-6f0e-4£59-8d27-4b2e5 1 7ccdd6 8/30/2013 Michael Hoskins - From: Judy Surber Sent: Tuesday, August 20, 2013 3:07 PM To: John McDonagh; Scottie Foster; Suzanne Wassmer; Michael Hoskins; Dennis Perkon Cc: Rick Sepler Subject: FW: PTMC code correction - 40% Hello All, Currently, PTMC Table 17.16.030 lists R-II Lot Coverage as 35% max. It should include the phrase: “except 40% where an ADU is included on the lot” Council has approved the correction and Code Publishing will correct the error. In the meantime, please put a note in your code so you don’t forget © Thank you, Judy Surber Senior Planner/Planning Manager City of Port Townsend 360.379.5084 jsurber@cityofpt.us From: John Watts Sent: Tuesday, August 20, 2013 10:05 AM To: Rick Sepler Cc: Judy Surber; Pam Kolacy Subject: PTMC code correction - 40% Rick, Judy — City Council last night approved (consent agenda — no discussion) the correction to the PTMC — restoring the 40%/ADU lot coverage. Clerk will let Code Publishing know, etc. Michael Hoskins From: KATHLEEN HALL <kathleenhall.pt@gmail.com> Sent: Tuesday, August 20, 2013 4:43 PM To: Michael Hoskins Subject: Code re vehicles Y “1. Wun (| me gal Colo Hello, Michael ... I just left a voicemail with this question: "What is the PT code for non-running vehicles parked on properties within City limits?" -preparing property for sale at cross streets Grant and Ist, if that matters, -adjacent property is cluttered to the extent that sale of nearby property repeatedly failed last year, as follows: 1. brush left on right of way along Grant; A,ay,O10 Arte a eh ae 2. clutter on side of house next to 2nd/undeveloped City property: 408,026 C1)C w) 3. unpermitted "tree house" built next to and/undeyeloped City property: N& ve slaked ; 4. large RV that has not been moved/used for ~9 shos, TO, ©2.0(N) 0) Please send the section of the City code th ‘addresses #4 as soon as you can. And please point me to the code for items 1-3 so I can edugate the broker we're working with. Thank you very much ... Kathleen Hall 379-6689 Yoh GTA CLBN Cola i Lining Qs ACCESSORY DWELLING UNIT GENERAL INFORMATION City of Port Townsend Development Services Department 250 Madison St. — Suite 3 Port Townsend, WA 98368 (360) 379-5095 Fax: (360) 344-4619 Who can develop an Accessory Dwelling Unit (ADU)? An ADU is defined as a separate dwelling unit with separate cooking facilities that are substantially contained within the structure of a single-family residence or an outbuilding that is accessory to such residence. ADUs can be developed in districts zoned as R-I, R-II, or R-II]. The owner of the single- family home must occupy either the primary unit or the ADU and must meet the regulations outlined in Section 17.16.020 of the Port Townsend Municipal Code (PTMC). What requirements must be met to develop an ADU? Per PTMC 17.16.020.C.4, an ADU established in an outbuilding shall not exceed 800 square feet in floor area. See Director’s Interpretation (attached) dated April 7, 2009 for the definition of floor area and stairways. The front of the house may have only one exterior entrance. The accessory dwelling unit may not be used as a transient accommodation, i.e., occupied for periods less than 29 days in a row. A conditional use permit is required for the main residence to be used as a tourist home. An ADU may be established in a residence or outbuilding that is legal, nonconforming (“grand- fathered”) with respect to required setbacks. However, entrances may be no closer than five feet to neighboring property lines. An entrance as close as three feet to a neighboring property line may be allowed if no feasible alternative exists. In addition, any side window closer than five feet to neighboring property lines and which is also closer than twenty feet to either the front or rear property line must be permanently glazed with translucent material. One additional off-street parking space is required to establish an ADU, provided the off-street parking requirements for the other uses on the site are continuously met. Under certain conditions, an on-street parking space may satisfy this requirement, subject to approval by the Public Works Director. What are the permit, building code, and Public Works requirements for the ADU? Please refer to the sheet titled ADU Code Requirements. How does a pre-existing unit become legal? If an ADU was established before the effective date of the Port Townsend Zoning Code (August 17, 1971) and continuously occupied thereafter, the ADU may continue without compliance with the requirement that the owner occupy either the ADU or the primary unit, or that the ADU meet size limitations (see above). If an ADU was established between August 17, 1971 and March 6, 1995, a certificate of occupancy is required (see sheet titled ADU Code Requirements). Owner occupancy is not required until the property is sold, exchanged, or otherwise transferred to another owner. P:\DSD\Forms\Building Forms\Information-ADU General 09-201 1.doc September 2011 Development Services Director’s Interpretation Subject: Accessory Dwelling Units in Outbuilding Date: April 7, 2009 PTMC: 17.16.020 — Permitted, conditional and prohibited uses / Accessory dwelling units Issue Description: The Development Services Department received an inquiry regarding calculations of the floor area for an Accessory Dwelling Unit and garage below. As the floor area of an ADU is not to exceed 800 square feet, and an interior stairway accesses the (ADU), are the stairs calculated as part of the total floor area of garage or the ADU? Port Townsend Municipal Code (PTMC) Code, Title 17.16.020: Accessory Dwelling Units established in an outbuilding shall not exceed 800 square feet in floor area, and under no circumstances shall the total lot coverage of the primary residence along with the ADU exceed the standard allowed in the underlying zoning district. . Floor Area as defined in the Port Townsend Municipal Code, Section 17.08.030. line of division ATWELL Sar ewe 58 (6 eh § mechanical equipment rooms or attic spaces with headroom of seven feet six inches or ore, penthouse floors, interior balconies and mezzanines, enclosed porches. Floor area shall not include: accessory water tanks and cooling towers, mechanical equipment or attic spaces with headroom of less than seven feet six inches, exterior steps or stairs, terraces, breezeways and open spaces. Directors Interpretation: The floor opening for the stairway shall be calculated 50% up and 50% down. Example: Floor opening for stairway is 3’ x 12” = 36 square feet, one-half of 36 =18. Therefore, 18 square feet of the stairway will be calculated as part of the ADU total square UE meat 4 [20/09 Richard M. Sepler, AICP Date Planning/DSD Director ACCESSORY DWELLING UNIT CODE REQUIREMENTS City of Port Townsend Development Services Department 250 Madison St. — Suite 3 Port Townsend, WA 98368 (360) 379-5095 Fax: (360) 344-4619 1. What are the utility requirements for establishing an Accessory Dwelling Unit (ADU)? 1 The ADU and the home may share a common side sewer line to the sewer main. A minimum of one water meter will be required for the property; it may serve both the ADU and the home. 2. What Building Code requirements have to be satisfied when converting an existing structure to include an ADU? Utilities: The entire structure may be served by one shared underground service lateral from the utility’s main to the structure for water and sewer, respectively. The water shut-off must be accessible to the occupants of both units. If liquid petroleum gas (LPG) or fuel oil is supplied to the ADU, again, a shut-off must be accessible to the occupants of both units. © Electrical: A single, shared electrical service, a single meter, and a single main service panel would be allowed to serve the ADU and primary residence, provided that a) the occupants of both dwelling units have equal and unrestricted access to the main electrical shut off device, and b) the capacity of the service panel shall be sufficient to safely handle the electrical loads attributed to two dwelling units, as determined by the electrical code in effect at the time application is made for permits associated with the conversion. Plumbing: Both dwelling units may share common supply and waste plumbing systems and a common water heater appliance, so long as the occupants of both dwelling units have equal and unrestricted access to the water heater appliance. Heating; Both dwelling units may provide their space heat by a shared, common forced air system if listed fire/smoke dampers are properly installed at all duct penetrations through all structural elements (walls, floor, ceiling, etc.) which separate the two dwelling units. = Smoke Detectors: Smoke detectors shall be installed throughout both dwelling units in compliance with International Residential Code requirements for new construction in effect at the time application is made for permits associated with the conversion. Exiting: All components of the required exit systems in the ADU and the home shall comply with code requirements in effect at the time application is made for permits associated with the conversion, especially with regard to escape windows in all rooms used for sleeping. 08/21/08 P:\DSD\Forms\Building Forms\Information-ADU Code Requirements.doc _| Fire Separation: The International Residential Code (IRC) requires a one-hour fire separation between dwelling units. This includes horizontal and vertical assemblies as well as one hour rated door assemblies in tenant separation. O Ceiling Height: The minimum ceiling height for ADU’s located within existing structures is seven feet. a What Building Code requirements have to be satisfied when developing an ADU in a new structure or with an addition? QO Electrical: (See “2. Electrical” above) () Plumbing: The entire structure, including both dwelling units, may share a common water supply and waste plumbing systems. Each dwelling unit must, however, be provided its own separate hot water appliance, and occupants of each dwelling unit must have equal and unrestricted access to the main water shut-off valve. () Garbage: Separate garbage/recycle collection fees are not required. 4. What is the permit process to obtain ADU designation? () If the ADU is a new structure or an addition, the ADU requirements will be included with the building permit issued for the new structure or addition. If the ADU is being established in an existing structure, you may need to apply for a building permit depending on the improvements required. If a permit is required for improvements, once they are complete and final inspection is passed, a Certificate of Occupancy (CO) will be issued pursuant to the International Residential Code (IRC). | Staff will prepare a Notice to Title regarding the Accessory Dwelling Unit for the property owner(s) to sign in front of a notary, and record at their own expense with the Jefferson County Auditor. The document will state that: e The property owner will reside on the property, either in the principal residence or in the ADU in order to rent or lease the other unit. e Neither the principal residence or ADU may be used as transient accommodation (i.e. rental of no more than 29 consecutive days). 5. Will the ADU have a separate address? QO Yes. The address must be posted on the ADU with 5-inch tall house numbers in contrasting color to the building background. If the numbers are not visible from the street, additional 3-inch tall house numbers must be posted on the street at the most direct path to the ADU. This address will be used for 911 emergency service response. 08/21/08 P:\DSD\Forms\Building Forms\Information-ADU Code Requirements.doc City of Port Townsend Accessory Dwelling Unit Checklist Name: Permit # Address: Phone: Please review the following requirements for establishing an ADU on your property. If after completing this checklist, you find construction or improvements are necessary to meet the ADU requirements, submittal of plans is required for review and approval. A building permit will be issued, and then a subsequent Certificate of Occupancy (CO) is issued once the project is finaled. Yes No CO O 1. Will the owner be living on-site? (To meet ADU requirements, the owner must reside on site. See the Port Townsend Municipal Code section 17.16.020.C.2 for information on a one-year hardship waiver.) 2. Will the ADU and main home share a common sewer service line? 3. Will the ADU and main home share water service? 4. If the answer to question #2 above is yes, is water shut-off accessible to occupants of both units? O O 5. If LPG or fuel oil heating appliances supply heat to the ADU and the main house, are shut-offs accessible to occupants of both units? 6. Will the ADU and the primary residence share electrical service? 7. If the answer to question #6 is yes, is the capacity of the electrical service panel sufficient to handle the electrical loads of two dwelling units? (Please provide documentation from Labor & Industries.) O L) 8. If the answer to question #6 is yes, is equal and unrestricted access to the main electrical shut-off device available to occupants of both units? O O 9. Will occupants of both dwelling units share a common water heater appliance? O L) 10. Ifthe answer to #9 is yes, is equal and unrestricted access to the appliance available to occupants of the both units? L) O 11. Will both dwelling units share a common forced air heating system? More on back P:\DSD\Forms\Building Forms\Information-ADU checklist 09-2011 .doc Revised: 09/29/11 Page 1 of 2 Yes No L LJ [2. CL) CO 13. O O 14. 16. 17. 19. 20. 21. If the answer to question #11 is yes, are UL listed fire/smoke dampers properly installed at all duct penetrations into walls, and floor/ceiling assemblies which separate the two dwelling units? Is adequate one-hour fire separation provided between dwelling units? (Attach a detail of how fire separation is achieved for walls, floor/ceiling assemblies and doors.) Does the sleeping room area of the ADU contain an emergency escape window (5.7 sq. ft. net openable area, minimum clear opening of 20” wide and 24” tall with the sill being no higher than 44” above the finished floor) or a door that opens directly to the outside? . Are smoke detectors installed in compliance with International Residential Code requirements for new construction? (One smoke detector for each sleeping room and in the area/hallway leading to the sleeping room with a minimum of one smoke detector on each floor. Smoke detectors are to be interconnected.) Is the minimum ceiling height 7 feet? Do ADU stairs (including landings, handrails, guardrails, thresholds, etc.) meet code requirements? . Does the ADU kitchen have a sink, refrigerator, and oven range or cooking device? NOTE: the cooking device cannot be just a microwave. The cooking device must be built-in to the kitchen area. Does the ADU bathroom have a lavatory, water closet and tub or shower? Does the ADU have at least one closet? Does the ADU have an address assigned by the City? (If not, one will be assigned.) . If yes, are address numbers posted per City Ordinance? (Numbers must be a minimum of 5” tall and of contrasting color to building background.) . If the ADU is in an outbuilding, does the gross floor area of the ADU exceed 800 square feet? . Is there an additional on-site parking space for the ADU? (An alternative on-street space requires approval by the Public Works Director.) P:\DSD\Forms\Building Forms\Information-ADU checklist 09-201 1.doc Revised: 09/29/11 Page 2 of 2 Thomas L. Aumock Consulting Fire Code Inspector 2303 Hendricks Street, Port Townsend, WA 98368 Office : (360) 385-3938 Email: taumock@cablespeed.com Cell : (360) 643-0272 MEMORANDUM Lt. Kurt Kilgore, East Jefferson Fire & Rescue Tom Aumock, Consulting Fire GodeInspector 27 May 2011 oa - Commercial Kitchens UL 300 Fire Proteetion System Code Consult Gordon Pomeroy, Fire Chi erson Fire & Rescue Peninsula Fire Protection Alpine Fire Safety Jefferson County Health Department I have been asked to provide the jurisdiction status of commercial kitchens relative to the UL 300 standard for restaurant hood fire protection. Current International Fire Code, International Building Code, and International Mechanical Code do not mandate existing non-UL 300 hood fire protection systems to be upgraded to UL 300 compliance. Further, the hood itself is considered “grand-fathered” under the Mechanical Code of the time of installation. However, where changes in the cooking media, positioning of cooking equipment or replacement of cooking equipment occur in existing commercial cooking systems, the automatic fire-extinguishing system shall be required to comply with the applicable provisions of I.F.C. Sections 904.11 through 904.11.4. This usually results in changes to the configuration of the sprinkler heads to meet the required coverage. Dry fire protection systems are grand-fathered under the building code and fire code at the time of installation. When safety is a concern, however, these standards also allow a code enforcement official to require upgrading or replacement of equipment. Thus, an upgrade of the fire protection system from dry to a wet system makes that fire protection system subject to the current I.B.C. and LF.C. standards [I.F.C. Section 107.1 “Maintenance of safeguards”], but does not affect the grandfather status of a hood. Ongoing maintenance of such systems is directed by 904.11.5 Portable fire extinguishers for commercial cooking equipment. Portable fire extinguishers shall be provided within a 30-foot (9144 mm1) travel distance of commercial- type cooking equipment. Cooking equipment involving solid fuels or vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher in accordance with Sections 904.11.5.1 or 904.11.5.2, as applicable. 904.11.5.1 Portable fire extinguishers for solid fuel cooking appliances. All solid fuel cooking appliances, whether or not under a hood, with fireboxes 5 cubic feet (0.14 m3) or less in volume shall have a minimum 2.5-gallon (9 L) or two 1.5-gallon (6 L) Class K wet-chemical portable fire extinguishers located in accordance with Section 904.11.5. 904.11.5.2 Class K portable fire extinguishers for deep fat fryers. When hazard areas include deep fat fryers, listed Class K portable fire extinguishers shall be provided as follows: 1. For up to four fryers having a maximum cooking medium capacity of 80 pounds (36.3 kg) each: One Class K portable fire extinguisher of a minimum 1.5 gallon (6 L) capacity. 2. For every additional group of four fryers having a maximum cooking medium capacity of 80 pounds (36.3 kg) each: One additional Class K portable fire extinguisher of a minimum 1.5 gallon (6 L) capacity shall be provided. 3. For individual fryers exceeding 6 square feet (0.55 m2) in surface area: Class K portable fire extinguishers shall be installed in accordance with the extinguisher manufacturer's recommendations. 904.11.6 Operations and maintenance. Automatic fire-extinguishing systems protecting commercial cooking systems shall be maintained in accordance with Sections 904.11.6.1 through 904.11.6.3. 904.11.6.1 Existing automatic fire-extinguishing systems. Where changes in the cooking media, positioning of cooking equipment or replacement of cooking equipment occur in existing commercial cooking systents, the automatic fire-extinguisling system shall be required to comply with the applicable provisions of Sections 904.11 through 904.11.4. 904.11.6.2 Extinguishing system service. Automatic fire-extinguishing systems shall be serviced at least every 6 months and after activation of the system. Inspection shall be by qualified individuals, and a certificate of inspection shall be forwarded to the fire code official upon completion. 904.11.6.3 Fusible link and sprinkler head replacement. Fusible links and automatic sprinkler heads shall be replaced at least annually, and other protection devices shall be serviced or replaced in accordance with the manufacturer's instructions. Exception: Frangible bulbs are not required to be replaced annually. To upgrade a dry system to a wet system in the City of Port Townsend, a simple mechanical permit is required, with a permit fee currently under $62. The installer then provides a certificate of installation to close the permit. stairway tread, not front to back. Exception 2 is applicable in factory, industrial, stor- age and high-hazard occupancies. This provision is in- tended to apply primarily to stairs that provide access to areas not required to be accessible, such as pits, catwalks, tanks, equipment platforms, roofs or mezza- nines. Walking surfaces with limited-size openings are typically used because open grate-type material is less susceptible to accumulation of dirt, debris or moisture, as well as being more resistant to corrosion. Most commercially available grate material is manu- factured with a maximum nominal 1-inch (25 mm) opening; therefore, the limitation that the openings not allow the passage of a sphere of 1'/, inch (29 mm) di- ameter allows the use of most material as well as ac- counting for manufacturing tolerances. 1009.6.2 Outdoor conditions. Outdoor stairways and outdoor approaches to stairways shall be designed so that water will not accumulate on walking surfaces. “» Outdoor stairways and approaches to stairways are to be constructed with a slope that complies with Section 1009.6.1 or are required to be protected such that walking surfaces do not accumulate water. While not specifically stated, any interior locations, such as near a pool, should also have the stair designed to limit the accumulation of water in order to maintain slip resis- tance (see Section 1003.4). Where exterior stairways are used in moderate or severe climates, there may also be a concern to pro- tect the stairway from accumulations of snow and ice to provide a safe path of egress travel at all times, in- cluding winter. Maintenance of the means of egress in the IFC requires an unobstructed path to allow for full instant use in case of a fire or emergency (see IFC Section 1030.2). Typical methods for protecting these egress elements include roof overhangs or canopies; heated slabs; grated treads and landings as permitted in Section 1005.1; or when approved by the building official, a reliable snow removal maintenance pro- gram. 1009.6.3 Enclosures under stairways. The walls and soffits within enclosed usable spaces under enclosed and unenclosed stairways shall be protected by 1-hour fire-resistance-rated construction or the fire-resistance rating of the stairway enclo- sure, whichever is greater. Access to the enclosed space shall not be directly from within the stair enclosure. Exception: Spaces under stairways serving and contained within a single residential dwelling unit in Group R-2 or R-3 shall be permitted to be protected on the enclosed side with '/,-inch (12.7 mm) gypsum board. There shall be no enclosed usable space under exterior exit stairways unless the space is completely enclosed in 1-hour fire-resistance-rated construction. The open space under exte- rior stairways shall not be used for any purpose. “+ This section addresses the fire hazard of storage un- der a stairway, both inside and outside a structure. The stairway must be protected from a storage area under it, even if the stair is not required to be enclosed. The 2009 INTERNATIONAL BUILDING CODE® COMMENTARY MEANS OF EGRESS section also requires that the storage area not open into a stair enclosure. This limits the potential of a fire that starts in the storage area from affecting the stair enclosure. The exception provides specific criteria for separation for storage areas under an interior stairway for the indicated residential occupancies. 1009.7 Vertical rise. A flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between floor levels or landings. Exceptions: 1. Aisle stairs complying with Section 1028. 2. Alternating tread devices used as a means of egress shall not have a rise greater than 20 feet (6096 mm) between floor levels or landings. ** Between landings and platforms, the vertical rise is to be measured from one landing walking surface to an- other (see Figure 1009.7). The limited height provides a reasonable interval for users with physical limitations to rest on a level surface and also serves to alleviate potential negative psychological effects of long and uninterrupted stairway flights. Exception 1 provides for aisle stairs in assembly oc- cupancies that are regulated by Section 1028 and not by this section. Exception 2 allows for 20 feet (6096 mm) between landings for alternating tread devices given their lim- ited application and low occupant loads. In addition, Exception 2 recognizes that additional vertical rise is . needed for steeper devices used where space is often too restrictive for a landing. LANDING Fa e [ LANDING LANDING 12 ' MA X . a For Sl: 1 foot = 304.8 mm. Figure 1009.7 STAIRWAY RISE LIMITATION 10-75 USE AND OCCUPANCY CLASSIFICATION [F] TABLE 307.1(1)—(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD*!™"? GROUP STORAGE? USE-CLOSED SYSTEMS? USE-OPEN SYSTEMS? Peete Solid Liquid Gas Sold Liquid Gas Solld Liquid mmeree asians ALLOWABLE yarns gallons | (cubic feet sting gallons | (cubic feet aes gallons he feet) (pounds) | at NTP) feet) (pounds) | at NTP) feet) (pounds) Flammable solid N/A H-3 125%° N/A N/A 1254 N/A N/A 25¢ N/A Inert’ gas Gaseous N/A N/A N/A NL N/A N/A NL N/A N/A Liquefied N/A N/A N/A NL N/A N/A NL N/A N/A UD H-l re | a= | NA | 025" | 025% | N/A | 0.25° | (.25)8 I H-2 sae (yee | N/A 14 ay N/A 14 (1s Oxpattic peroxide 0 H-3 50¢¢ | (50)** | N/A 508 (50) | N/A 108 (10)! il H-3 vaste | ca2syse | N/A | 1254 | (125)! | N/A 254 | (25)! IV N/A NL NL N/A NL NL N/A NL NL Vv N/A NL NL N/A NL NL N/A NL NL 4 H-1 [ms (1)*® N/A 0:25* (0.25)® N/A 0.258 (0.25)® — 3 H-20rH-3 | 10% | (oye? | N/A 24 (2) N/A 28 (2) 2 H-3 aso%e | 2soyee | N/A | 250% | (250)* | N/A 50! | (50)! 1 N/A 4,000°' | (4,000)*'} N/A 4,000° | (4,000) N/A 1,000 | (1,000) Onidizing gas Gaseous H3 N/A N/A 1,500%° N/A N/A 1,500*° N/A N/A Liquefied N/A | casoys | N/A | N/A | C50) | N/A | N/A | N/A Pyrophoric material N/A H-2 4°8 (4)°8 50°8 1% (1)8 10° 0 0 4 H-1 [&e (1)*8 108 0.258 (0.25)® 228 0.258 (0.25)® , 3 H-lorH-2| 5% see | she 14 (ys 10% 14 (1! Rnstabls eacuve) 4 H-3 50%° aor © | 2504¢ 50! (50)' | 250%¢ 10! (10)! 1 N/A NL NL NL NL NL NL NL NL 3 H2 5He (: | N/A 5 (5)! N/A 1 (yt Water reactive 2 H-3 50%° (50)*° N/A 50° (50)4 N/A 10¢ (10)¢ 1 N/A NL NL N/A NL NL N/A NL NL For SI: 1 cubic foot = 0.028 m’, 1 pound = 0.454 kg, 1 gallon = 3.785 L. NL = Not Limited; N/A = Not Applicable; UD = Unclassified Detonable a. For use of control areas, see Section 414.2. b. The aggregate quantity in use and storage shall not exceed the quantity listed for storage. c. The quantities of alcoholic beverages in retail and wholesale sales occupancies shall not be limited provided the liquids are packaged in individual containers not exceeding 1.3 gallons. In retail and wholesale sales occupancies, the quantities of medicines, foodstuffs, consumer or industrial products, and cosmetics containing not more than 50 percent by volume of water-miscible liquids with the remainder of the solutions not being flammable, shall not be limited, provided that such materials are packaged in individual containers not exceeding 1.3 gallons. d. Maximum allowable quantities shall be increased 100 percent in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. Where Note e also applies, the increase for both notes shall be applied accumulatively. e. Maximum allowable quantities shall be increased 100 percent when stored in approved storage cabinets, day boxes, gas cabinets or exhausted enclosures or in listed safety cans in accordance with Section 5003.9.10 of the International Fire Code. Where Note d also applies, the increase for both notes shall be applied accumulatively. The permitted quantities shall not be limited in a building equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. . Permitted only in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. . Containing not more than the maximum allowable quantity per control area of Class IA, IB or IC flammable liquids. The maximum allowable quantity shall not apply to fuel oil storage complying with Section 603.3.2 of the International Fire Code. Quantities in parenthesis indicate quantity units in parenthesis at the head of each column. . A maximum quantity of 200 pounds of solid or 20 gallons of liquid Class 3 oxidizers is allowed when such materials are necessary for maintenance purposes, operation or sanitation of equipment. Storage containers and the manner of storage shall be approved. 1. Net weight of the pyrotechnic composition of the fireworks. Where the net weight of the pyrotechnic composition of the fireworks is not known, 25 percent of the gross weight of the fireworks, including packaging, shall be used. m.For gallons of liquids, divide the amount in pounds by 10 in accordance with Section 5003.1.2 of the International Fire Code. n. For storage and display quantities in Group M and storage quantities in Group S occupancies complying with Section 414.2.5, see Tables 414.2.5(1) and 414.2.5(2). o. Densely packed baled cotton that complies with the packing requirements of ISO 8115 shall not be included in this material class. p. The following shall not be included in determining the maximum allowable quantities: 1. Liquid or gaseous fuel in fuel tanks on vehicles. 2. Liquid or gaseous fuel in fuel tanks on motorized equipment operated in accordance with this code. wr Bd e 3. Gaseous fuels in piping systems and fixed appliances regulated by the International F' uel Gas Code. 4. Liquid fuels in piping systems and fixed appliances regulated by the International Mechanical Code. q. Where manufactured, generated or used in such a manner that the concentration and conditions create a fire or explosion hazard based on information prepared in accordance with Section 414.1.3. 46 2012 INTERNATIONAL BUILDING CODE® WATER-REACTIVE MATERIAL. Class 3. Class 2. Class 1. [F] 307.3 High-hazard Group H-1. Buildings and structures containing materials that pose a detonation hazard shall be classified as Group H-1. Such materials shall include, but not be limited to, the following: Detonable pyrophoric materials Explosives: Division 1.1 Division 1.2 Division 1.3 Division 1.4 Division 1.5 Division 1.6 USE AND OCCUPANCY CLASSIFICATION Organic peroxides, unclassified detonable Oxidizers, Class 4 Unstable (reactive) materials, Class 3 detonable and Class 4 [F] 307.3.1 Occupancies containing explosives not clas- sified as H-1. The following occupancies containing explosive materials shall be classified as follows: 1. Division 1.3 explosive materials that are used and maintained in a form where either confinement or configuration will not elevate the hazard from a mass fire to mass explosion hazard shall be allowed in H-2 occupancies. 2. Articles, including articles packaged for shipment, that are not regulated as a Division 1.4 explosive under Bureau of Alcohol, Tobacco, Firearms and Explosives regulations, or unpackaged articles used in process operations that do not propagate a detona- tion or deflagration between articles shall be allowed in H-3 occupancies. [F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD®!:™ "Pp GROUP STORAGE? USE-CLOSED SYSTEMS? USE-OPEN SYSTEMS? ae Solid Solid Solid MAXIMUM Liquid Gas Liquid Gas Liquid mareRAL a ALLOWABLE at gallons | (cubic feet yor gallons | (cubic feet pia gallons gprs feet) (pounds) | at NTP) feet) (pounds) | at NTP) feet) (pounds) Combustible dust N/A H-2 Note q N/A N/A Note q N/A N/A Note q N/A Combustible II H-2 or H-3 120*° 1204 30° liquid’ THA H-2 or H-3 N/A 330%° N/A |. N/A 330° N/A N/A 804 q IB N/A 13,200°£ 13,200 3,300° . Loose : (100) (100) (20) Combustible fiber Baled? H-3 (1,000) N/A N/A (1,000) N/A N/A (200) N/A Consumer fireworks 1.4G H-3 12546! N/A N/A N/A N/A N/A N/A N/A eres, N/A 2 N/A 454 N/A N/A 45 N/A N/A 10! flammable Cryogenics, inert N/A N/A N/A N/A NL N/A N/A NL N/A N/A Cryogenics, N/A H-3 N/A 454 N/A N/A 454 N/A N/A 108 oxidizing Division 1.1 H-1 t*8 (1)*? N/A 0.258 (0.25)8 N/A 0.258 (0.25)8 Division 1.2 H-1 1°8 (1)*8 N/A 0.258 (0.25)8 N/A 0.258 (0.25)8 Division 1.3 | H-1 or H-2 Sve (5)% N/A 18 (1)8 N/A 18 (1)8 Explosives Division 1.4 H-3 50°8 (50)"8 N/A 508 (50)® N/A N/A N/A Division 1.4G H-3 125%%! N/A N/A N/A N/A N/A N/A N/A Division 1.5 H-1 1%8 (1)*8 N/A 0.258 (0.25)® N/A 0.258 (0.25) Division 1.6 H-1 [oes N/A N/A N/A N/A N/A N/A N/A Gaseous N/A 1,000%* N/A 1,000%° Flammable gas Liquefied H-2 NA | aso | NA NA | as o | NA N/A N/A aye 1A H-2 30%° 30% 10° Flammable liquid 1Band 1C or H-3 N/A 120% N/A N/A 1208 N/A N/A 308 Flammable liquid, H2 combination N/A H-3 N/A 120% N/A N/A 120% N/A N/A 30% (1A, 1B, 1C) sed (continued) 2012 INTERNATIONAL BUILDING CODE® 45 Vodka Distillery Question Page 3 of 3 exemption, it means the spirit is exempt from the storage and use requirements for flammable and combustible liquids. Neither the IBC nor IFC exemptions address manufacturing, which is what is being proposed. If the storage of finished liquor is ?bulk? (which is not a defined term), it is quite possible that the amount could be in excess of the maximum allowable quantity for Class IB flammable liquids, causing the room or building to be classified as a Group H-3 occupancy. As to the manufacturing and storage, | will start with a couple of assumptions. First, the still will have a capacity greater than 240 gallons and that the building is sprinklered. Accordingly, based on this assumption, the building or room would be required to comply with the I-Code requirements for a Hazardous Occupancy. Based on these two assumptions | offer the following comments: 1. The still will in likelihood operate at a pressure > 15 PSIG. Therefore the room or building housing the distillation column should be classified as a Group H-2 occupancy. The distillation column is a pressure vessel and must be constructed to the requirements of the American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code (BPVC), Section Vill, Division 1 requirements for unfired pressure vessels in accordance with IFC Section 3404.2.7 and NFPA 30. If as a jurisdiction you do not have experience with pressure vessels, | strongly suggest that the plan review and construction inspections be treated as Special Inspection under the requirements in IBC Chapter 17 and IFC Sections 104.7.2 and 106.2. 2. Unless the pressure vessel manufacturer has US authorized inspectors, such vessels made overseas are not legal under the IFC. | bring this up because many of these distillers love distillation columns made in Germany or Romania. These vessels are manufactured to European standards, which are different than the BPVC used and adopted in NFPA 30, the IFC, and the 2006 edition of the International Mechanical Code. 3. If the distilled liquor will be stored in wood barrels and casks, and the height of storage is greater than 6 feet, the requirements in Chapter 23 of the IFC for high- piled combustible storage will be applicable. Note that while the requirements of Chapter 34 exempt storage of distilled spirits, this exemption does not apply to the requirements in IFC Chapter 23. 4. The dilution of the distilled spirits from 194 proof to a lower concentration must comply with the requirements in IFC Section 3405 for use and dispensing. Re: Vodka Distillery Question By Stanv Posts: 0 2/18/2009 7:21:00 AM This is all fantastic information and just what | had hoped for here. Thank you!!! Re: Vodka Distillery Question By jdrobysh Posts: 0 2/18/2009 7:49:00 AM hazmatpoobah - DAMN! You're good. | know who to contact if this one ever comes up in my jurisdiction... Don"t worry, quality control will be included LOL. Re: Vodka Distillery Question By cda Posts: 0 2/18/2008 11:47:00 AM the great HAZ has spoken. That is why he wears a white hat | 21 post(s)* First * 12 > ¢ Last ¢ http://www. iccsafe.org/iccforums/Pages/Default.aspx?action=ViewPosts&fid=11&tid=155..._ 8/27/2013 Vodka Distillery. Question Page 1 of 3 Home > Codes & Standards Forum Forums» International Building and Residential Codes -- Non-Structural Issues» Vodka Distillery Question 21 post(s)* First * 12 > * Last Search | GO Vodka Distillery Question Re: Vodka Distillery Question By paul curry Posts: 0 2/17/2009 7:54:00 AM | just finished reviewing a Tequila bottling facility (no distillation, just mixing, packaging, bottling, storage, etc.) This was determined to be B, $1, F1, H3 due to quantity and the use of grain alcohol as one of the ingredients. Re: Vodka Distillery Question By Stanv Posts: 0 2/17/2009 8:21:00 AM 7 Sounds like a similar track that we are on. Except we will have the distillation. Thanks! Re: Vodka Distillery Question By genebko Posts: 0 2/17/2009 8:44:00 AM Whew! Glad | read the whole thread. All | saw was the first line that | thought said: "{ just finished reviewing a Tequila bottle." “e :D Re: Vodka Distillery Question By cda Posts: 0 2/17/2009 11:57:00 AM + | maybe require then to submit a techincal paper from a FPE, with classification, sprinkler design, any other unusal needed building/ fire code items. Re: Vodka Distillery Question By cda Posts: 0 2/17/2009 11:58:00 AM What are the plans submitted calling the facility???? Re: Vodka Distillery Question By Stanv Posts: 0 2/17/2009 12:10:00 PM We are in the early stages of meetings with owners, etc. and forming up what the code requirements and classifications will be. Re: Vodka Distillery Question By cda http://www. iccsafe.org/iccforums/Pages/Default.aspx?action=ViewPosts&fid=1 1 &tid=155..._ 8/27/2013 Vodka Distillery Question Page 2 of 3 Posts: 0 good time to: maybe require then to submit a techincal paper from a FPE, with classification, sprinkler design, any other unus 2/17/2009 1:30:00 PM Re: Vodka Distillery Question By pwood Posts: 0 2/17/2009 2:46:00 PM stanv, i like to be as helpful as the next guy but, i let the rdp figure out the code analysis and i just agree or disagree with the facts. it keeps me nuetral! do you also do quality control testing? :D Re: Vodka Distillery Question By Stanv Posts: 0 2/18/2009 4:58:00 AM + | Pwoog, | totally understand your comment and had to smile at the quality control testing comment. When | worked for some of the Cities around here it was pretty easy to do that. However working for a County is much different. Many of the people you deal with are locating in the County because they have the idea that the requirements will somehow be less. Maybe in some Counties they are. Anyway, they really drag their feet about getting design professionals involved. We let them know right up front that they are required to have the design professionals involved though and that we do not do the design we check it. Itis a far different world, | can tell you from my experiences of the past several years. | post questions here from time to time mainly to see what others are doing on such issues. This is just one of those out of the ordinary projects that | like to have some feedback on. Thanks for yours. ;) Re: Vodka Distillery Question By cda Posts: 0 2/18/2009 6:27:00 AM — Stanv send: hazmatpoobah a private message and some details andhe should be able to give yougreat advice Re: Vodka Distillery Question By Stanv Posts: 0 2/18/2009 6:36:00 AM Thanks for the tip. Re: Vodka Distillery Question By stookeyphxfire Posts: 0 2/18/2009 7:08:00 AM —— Stanv, I"ve been where your at and dealt with private distilleries. The following is an e-mail | sent to a building official in Montana a month ago for a whiskey distillery. Whiskey, vodka, rum or tequila - it"s all the same when it comes to the manufacturing process and the code requirements in the IFC and IBC. e | read the Word document that was attached to the e-mail and prepared by the permit applicant. | concluded that the letter tells you nothing other than how the permit Lad applicant believes they are exempted from all regulations in the model codes based on Federal law. That is incorrect. The Bureau of Alcohol, Tobacco, Firearms and Explosives (BATFE) and the Food and Drug Administration (FDA) have regulations for the manufacturing and storage of alcoholic beverages ? however, they do not relate to the design or construction of buildings or the manufacturing processes. The US Government has always left land use (i.e. zoning) and building design and construction as a local issue for all of the obvious reasons. : The production of whiskey is a process where grains are mixed with enzymes produced from yeasts. This ?mash? is then boiled and the starches create ethyl alcohol. The alcohol will then be heated and cooled in a distillation column (known as a ?still?) to further concentrate the ethy! alcohol (ethanol) molecules. Heating will most likely be done with hot water, low pressure steam, or using electric heaters. Ethanol has a distillation temperature of 172.5?F at 1 atmosphere and it is an azetrope. An azetrope is a chemical in which the ratio of its constituents cannot be changed by distillation. This is an important fact because it has major implication as to the classification of the ethanol. To maximize the yield of ethanol from the biomass (the grains used to make the mash), the still operator will want to extract and refine as _ much of the mash as feasible to create the highest concentration of ethanol. For ethanol, the maximum yield is about 96%, or about 194 proof in terms used by distillers of consumable alcohol. Ethyl alcohol at this concentration is a Class 1B flammable liquid. Based on the permit applicant?s letter, this 194 proof alcohol will be diluted with water to 60-65% ethanol, which equates to 120-130 proof. At this point the ethanol borders on either a Class IB or IC flammable liquid, depending on its closed cup flash point temperature and the accuracy of dilution process. | The permit applicant claims that the manufacturing process is exempted by the 2006 IBC and 2006 IFC. That is incorrect. The only exemptions are IBC Section | 307.1, exemption 8 which exempts liquor stores and distributors without bulk storage and IFC Section 3401.2, exemption 9 which exempts the storage of distilled spirits in wooden barrels and casks. These are not ?global exemptions? meaning one is exempt from compliance from all of the requirements of the model codes. In the case of the IBC exemption, it means that storage and display of ethanol as consumable spirit is exempt from a Group H occupancy. In the case of the IFC http://www. iccsafe.org/iccforums/Pages/Default.aspx?action=ViewPosts&fid=11&tid=155..._ 8/27/2013 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 5703 GENERAL REQUIREMENTS 5703.1 Electrical. Electrical wiring and equipment shall be installed and maintained in accordance with Section 605 and NFPA 70. 5703.1.1 Classified locations for flammable liquids. Areas where flammable liquids are stored, handled, dis- pensed or mixed shall be in accordance with Table 5703.1.1. A classified area shall not extend beyond an unpierced floor, roof or other solid partition. The extent of the classified area is allowed to be reduced, or eliminated, where sufficient technical justifi- cation is provided to the fire code official that a concentra- tion in the area in excess of 25 percent of the lower flammable limit (LFL) cannot be generated. 5703.1.2 Classified locations for combustible liquids. Areas where Class II or III liquids are heated above their flash points shall have electrical installations in accor- dance with Section 5703.1.1. Exception: Solvent distillation units in accordance with Section 5705.4. 5703.1.3 Other applications. The fire code official is authorized to determine the extent of the Class I electrical equipment and wiring location when a condition is not specifically covered by these requirements or NFPA 70. 5703.2 Fire protection. Fire protection for the storage, use, dispensing, mixing, handling and on-site transportation of flammable and combustible liquids shall be in accordance with this chapter and applicable sections of Chapter 9. 5703.2.1 Portable fire extinguishers and hose lines. Por- table fire extinguishers shall be provided in accordance with Section 906. Hose lines shall be provided in accor- dance with Section 905. 5703.3 Site assessment. In the event of a spill, leak or dis- charge from a tank system, a site assessment shall be com- pleted by the owner or operator of such tank system if the fire code official determines that a potential fire or explosion haz- ard exists. Such site assessments shall be conducted to ascer- tain potential fire hazards and shall be completed and submitted to the fire department within a time period estab- lished by the fire code official, not to exceed 60 days. 5703.4 Spill control and secondary containment. Where the maximum allowable quantity per control area is exceeded, and when required by Section 5004.2, rooms, buildings or areas used for storage, dispensing, use, mixing or handling of Class I, II and IIIA liquids shall be provided with spill control and secondary containment in accordance with Section 5004.2. 2 ir he iquids. resem for entification Pond warning such as for the inherent hazard of flammable casei sn ith this ~ rd soot be inet in accor- 5703. 5. 1 Style. Warning signs shall be of a durable mate- rial. Signs warning of the hazard of flammable liquids 352 shall have white lettering on a red background and shall read: DANGER—FLAMMABLE LIQUIDS. Letters shall not be less than 3 inches (76 mm) in height and Ms inch (12.7 mm) in stroke. 5703.5.2 Location. Signs shall be posted in locations as required by the fire code official. Piping containing flam- mable liquids shall be identified in accordance with ASME A13.1. 5703.5.3 Warning labels. Individual containers, packages and cartons shall be identified, marked, labeled and plac- arded in accordance with federal regulations and applica- ble state laws. 5703.5.4 Identification. Color coding or other approved identification means shall be provided on each loading and unloading riser for flammable or combustible liquids to identify the contents of the tank served by the riser. 5703.6 Piping systems. Piping systems, and their component parts, for flammable and combustible liquids shall be in accordance with Sections 5703.6.1 through 5703.6.11. 5703.6.1 Nonapplicability. The provisions of Section 5703.6 shall not apply to gas or oil well installations; pip- ing that is integral to stationary or portable engines, including aircraft, watercraft and motor vehicles; and pip- ing in connection with boilers and pressure vessels regu- lated by the International Mechanical Code. 5703.6.2 Design, fabrication and installation of piping systems and components. Piping system components shall be designed and fabricated in accordance with the applicable standard listed in Table 5703.6.2 and Chapter 27 of NFPA 30, except as modified by Section 5703.6.2.1. TABLE 5703.6.2 PIPING STANDARDS PIPING USE STANDARD Power Piping ASME B31.1 Process Piping ASME B31.3 Pipeline Transportation Systems for Liquid Hy droeationd ae Other Liquids is aaa Building Services Piping ASME B31.9 5703.6.2.1 Special materials. Low-melting-point materials (such as aluminum, copper or brass), materi- als that soften on fire exposure (such as nonmetallic materials) and nonductile material (such as cast iron) shall be acceptable for use underground in accordance with the applicable standard listed in Table 5703.6.2. When such materials are used outdoors in above- ground piping systems or within buildings, they shall be in accordance with the applicable standard listed in Table 5703.6.2 and one of the following: 1. Suitably protected against fire exposure. 2. Located where leakage from failure would not unduly expose people or structures. 3. Located where leakage can be readily controlled by operation of accessible remotely located valves. In all cases, nonmetallic piping shall be used in accordance with Section 27.4.6 of NFPA 30. 2012 INTERNATIONAL FIRE CODE® CHAPTER 57 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 5701 GENERAL 5701.1 Scope and application. Prevention, control and miti- gation of dangerous conditions related to storage, use, dis- pensing, mixing and handling of flammable and combustible liquids shall be in accordance with Chapter 50 and this chap- ter. ) lic ilations or 1. Specific provisions for flammable liquids in motor fuel-dispensing facilities, repair garages, airports and marinas in Chapter 23. 2. Medicines, foodstuffs, cosmetics, and commercial, institutional and industrial products containing not more than 50 percent by volume of water-miscible liquids and with the remainder of the solution not being flammable, provided that such materials. are packaged in individual containers not exceeding 1.3 gallons (5 L). il or whole- ss, providied that the 4. Storage and use of fuel oil in tanks and containers connected to oil-burning equipment. Such storage and use shall be in accordance with Section 603. For aban- donment of fuel oil tanks, this chapter applies. 5. Refrigerant liquids and oils in refrigeration systems (see Section 606). 6. Storage and display of aerosol products complying with Chapter 51. 7. Storage and use of liquids that have no fire point when tested in accordance with ASTM D 92. 8. Liquids with a flash point greater than 95°F (35°C) in a water-miscible solution or dispersion with a water and inert (noncombustible) solids content of more than 80 percent by weight, which do not sustain com- bustion. 9. Liquids without flash points that can be flammable under some conditions, such as certain halogenated hydrocarbons and mixtures containing halogenated hydrocarbons. “ . The storage of distilled spirits and wines in wooden barrels and casks. . ‘ 5701.3 Referenced documents. The applicable requirements of Chapter 50, other chapters of this code, the /nternational 2012 INTERNATIONAL FIRE CODE® Building Code and the International Mechanical Code per- taining to flammable liquids shall apply. 5701.4 Permits. Permits shall be required as set forth in Sec- tions 105.6 and 105.7. 5701.5 Material classification. Flammable and combustible liquids shall be classified in accordance with the definitions in Chapter 2. When mixed with lower flash-point liquids, Class II or III liquids are capable of assuming the characteristics of the lower flash-point liquids. Under such conditions, the appro- priate provisions of this chapter for the actual flash point of the mixed liquid shall apply. When heated above their flash points, Class I and III liq- uids assume the characteristics of Class I liquids. Under such conditions, the appropriate provisions of this chapter for flammable liquids shall apply. SECTION 5702 DEFINITIONS 5702.1 Definitions. The following terms are defined in Chap- ter 2: ALCOHOL-BASED HAND RUB. BULK PLANT OR TERMINAL. BULK TRANSFER. COMBUSTIBLE LIQUID. Class II. Class IIIA. Class ITIB. FIRE POINT. FLAMMABLE LIQUID. Class IA. Class IB. Class IC. FLASH POINT. FUEL LIMIT SWITCH. LIQUID STORAGE ROOM. LIQUID STORAGE WAREHOUSE. MOBILE FUELING. PROCESS TRANSFER. REFINERY. REMOTE EMERGENCY SHUTOFF DEVICE. REMOTE SOLVENT RESERVOIR. SOLVENT DISTILLATION UNIT. TANK, PRIMARY. 351 Part V—Hazardous Materials CHAPTER 50 HAZARDOUS MATERIALS—GENERAL PROVISIONS SECTION 5001 GENERAL 5001.1 Scope. Prevention, control and mitigation of danger- ous conditions related to storage, dispensing, use and han- dling of hazardous materials shall be in accordance with this chapter. This chapter shall apply to all hazardous materials, includ- ing those materials regulated elsewhere in this code, except that when specific requirements are provided in other chap- ters, those specific requirements shall apply in accordance with the applicable chapter. Where a material has multiple hazards, all hazards shall be addressed. Exceptions: 1. In retail or wholesale sales occupancies, the quan- tities of medicines, foodstuffs, consumer or indus- trial products and cosmetics containing not more than 50 percent by volume of water-miscible liq- uids and with the remainder of the solutions not being flammable shall not be limited, provided such materials are packaged in individual contain- ers not pexeseae L 3 gallons 2 L). hoiesale “ Secupaneiea ) eouuing ae engl are packaged i in individual 3. Application and release of pesticide and agricul- tural products and materials intended for use in weed abatement, erosion control, soil amendment or similar applications when applied in accordance with the manufacturers’ instructions and label directions. 4. The off-site transportation of hazardous materials when in accordance with Department of Transpor- tation (DOTn) regulations. 5. Building materials not otherwise regulated by this code. 6. Refrigeration systems (see Section 606). 7. Stationary storage battery systems regulated by Section 608. 8. The display, storage, sale or use of fireworks and explosives in accordance with Chapter 56. 9. Corrosives utilized in personal and household products in the manufacturers’ original consumer packaging | in Group M occupancies. — barrels and cas. 10. | 2012 INTERNATIONAL FIRE CODE® 11. The use of wall-mounted dispensers containing alcohol-based hand rubs classified as Class I or II liquids when in accordance with Section 5705.5. 5001.1.1 Waiver. The provisions of this chapter are waived when the fire code official determines that such enforcement is preempted by other codes, statutes or ordi- nances. The details of any action granting such a waiver shall be recorded and entered in the files of the code enforcement agency. 5001.2 Material classification. Hazardous materials are those chemicals or substances defined as such in this code. Definitions of hazardous materials shall apply to all hazard- ous materials, including those materials regulated elsewhere in this code. 5001.2.1 Mixtures. Mixtures shall be classified in accor- dance with hazards of the mixture as a whole. Mixtures of hazardous materials shall be classified in accordance with nationally recognized reference standards; by an approved qualified organization, individual, or Material Safety Data Sheet (MSDS); or by other approved methods. 5001.2.2 Hazard categories. Hazardous materials shall be classified according to hazard categories. The categories include materials regulated by this chapter and materials regulated elsewhere in this code. 5001.2.2.1 Physical hazards. The material categories listed in this section are classified as physical hazards. A material with a primary classification as a physical hazard can also pose a health hazard. 1. Explosives and blasting agents. Combustible liquids. Flammable solids, liquids and gases. Organic peroxide solids or liquids. Oxidizer, solids or liquids. Oxidizing gases. Pyrophoric solids, liquids or gases. Unstable (reactive) solids, liquids or gases. ee n ae eS YS Water-reactive materials solids or liquids. 10. Cryogenic fluids. 5001.2.2.2 Health hazards. The material categories listed in this section are classified as health hazards. A material with a primary classification as a health haz- ard can also pose a physical hazard. 1. Highly toxic and toxic materials. 2. Corrosive materials. 287 CM lonake D. athena | Grey Weta | “Saka Soule ae U7 3399 USE.“ aaa Wado. Qnz< TI8S \ hey - B 506 Fey «fake ‘Dish _— Sesdshse , (os segarlts.) , BA D Type ECS Oust axe ein [e ts nig eae FA EA mae Thee a haat) Ave nbd WM perl C Orvmnthiat | ree BE. ) Requlaks Bleu prety en Jay IS 9s May Craft Distillery P-1300 What is a craft distillery? A craft distillery (also called an artisan or micro-distillery) is a small operation that produces distilled spirits. In 2008, the State of Washington began promoting new business opportunities for craft distillers. A craft distillery license, issued by the Washington State Liquor Control Board (WSLCB) now allows you to produce spirits in the amount of 60,000 gallons or less per year when at least half of the raw materials used in production are grown in Washington. Tastings may be offered on the premises of the spirits produced by the distiller free of charge, limited to % oz servings and a maximum of 2 oz of samples per person per day. Sales of product for off-site consumption may also be sold directly to customers, limited to 2 liters per customer per day. Craft distilleries are also allowed to contract distilled spirits for, and sell distilled spirits to, holders of distillery licenses, manufacturer’s licenses, and grower’s licenses. Additional information about State liquor laws is available on the WSLCB website http://lig.wa.gov. Steps to starting a craft distillery e Research State distillery laws and licenses e Develop a business plan e Find the right location ' e Prepare preliminary plans (see Tip Sheet G-205) |, § e Secure financing e Schedule a scoping meeting with the City e Contact the Pierce County Health Department e Obtain construction or remodel permits e Apply for a Washington State Liquor Control Board distillery license, other state licenses, and City business licenses. e Apply for a federal permit and label approval Bainbridge Organic Distillery was one of the first new craft distilleries in Washington to be approved since the WSLCB started issuing licenses. Finding the right location - To find the appropriate location for your business, zoning information may be retrieved at www.govme.org by clicking on “My Tacoma’ on the left side of the page, searching by parcel number or address, then clicking on the “My Parcel” tab. Alternatively, available buildings and properties may also be searched at www.tacomaspace.com and www.districtspace.com. Zoning districts where craft distilleries are permissible: Downtown Commercial Core (DCC) Downtown Mixed-Use (DMU) Warehouse Residential (WR) Heavy-Industrial (M-2) Port Maritime & Industrial (PMI) If you have questions about a potential location, please contact a Land Use Planner at (253) 591-5577 to confirm that the property is within the correct zoning district for the use. A scoping meeting may then be scheduled to discuss several aspects of the project, including proposed site development, parking, vehicle access, building design, signage, sustainable development, and landscaping. i i fie a4. & i : Areas depicted in gray are zones that allow craft distilleries. P-1300, 12/2012 To request this information in an alternative format or a reasonable accommodation, please call 253-591-5030 (voice). TTY or STS users please dial 711 to connect to Washington Relay Services. _ Schedule a Scoping Meeting _ Meetings can be scheduled through the City's Government Made Easy website: - Building and Land Use Services staff are located on the 3” floor of the Tacoma Municipal Building, 747 Market Street. Please provide the following items prior to the scoping meeting date: a Preliminary site plan, floor plan(s), and exterior building elevations or photos © Details about the equioment that will be used and any additional desired business operations Building Construction or Rémodel A commercial engineer may be reaGhied at (253) 591-5030 to discuss initial questions. Depending on the age and/or condition of the building, repairs, remodeling, and/or a seismic upgrade may be needed to comply with the Building Code. If you are planning to locate within an existing building, there are several items to consider that will determine whether additional construction will be necessary: ° 1. How old is the building and how was it constructed? What materials were used? 2. Is the building going to be used strictly for manufacturing liquor, or is the general public going to be invited into the building on a regular basis for tastings, tours, classes, and/or retail sales? If the public will have access to the building, would the occupancy of the building be equal to 50 people or more? Would the new craft distillery be more hazardous or intense than the prior use that it is replacing in the building? Does the remodeling of the building exceed 50% of the value of the building? Would this would require a change occupancy classification of the existing building? O& O Fire Protection Since distilling involves hazardous liquids, it will be important to know the amount of materials that are being processed at each stage of manufacturing the product. The City Fire Protection Engineer should be consulted at the preliminary stages of planning a craft distillery to ensure that all applicable codes and regulations are considered. A Fire Protection Engineer may be reached at (253) 591-5503. Questions to consider are: 1. Does the intended building have an automatic fire sprinkler system? 2. If the building does not have an automatic fire sprinkler system, does the amount of alcohol (ethanol - C2H5OH) produced per production batch exceed the Maximum Allowable Quantity which ranges between 30-gallons to 240-gallons of Class IB flammable liquids depending on the actual situation? In general, if the distillery process is a “closed” system as defined by the Fire Code, then you could have up to 60-gallons being processed without a building fire sprinkler system or 120-gallons with one. If the distillery process is an “open” system as defined by the Fire Code, then you could have only up to 30-gallons being processed without a building fire sprinkler system or 60-gallons with one. 3. Is the interior of the building divided into separate fire areas? 4. Contact a private design professional to help you review the adopted International Fire Code in relation to your proposal to determine the major design criteria and develop a scope of work. Stormwater and Wastewater Disposal Plans for stormwater mitigation and wastewater discharges are reviewed by Environmental Services through Tacoma Municipal Code Chapter 12.08. Environmental Services may be reached at (253) 591-5218. Depending on the specifics of the project, the following items may be applicable to a craft distillery: 1. All wastewater discharges shall be in compliance with TMC 12.08. 2. Pretreatment of some waste streams may be required. If a pretreatment permit is required, the processing time for this permit is about 90 days from receipt of a complete application. 3. Depending on materials stored and manufactured at the site, an Accidental Spill Prevention Plan (ASPP) may be required. Spill containment may also be required for certain stored materials. 4. Food service establishments shall be evaluated to determine if grease protection is required. 5. Dumpster pads will require a drain to the sanitary sewer system if wet wastes are placed in the dumpster. 6. All surface water shall be managed in accordance with the City of Tacoma Surface Water Management Manual. For certain site improvements and operations, surface water facilities may be required to be constructed by the applicant. 7. Periodic source control inspections of commercial and industrial facilities are conducted by Environmental Services. Pierce County Health Department The Health Department regulates certain aspects of craft distillery operations, such as hazardous waste. For information about Pierce County’s regulations, call (253) 798-6500 or visit www.tpchd.org. Applicable Regulations e Washington Administrative Code Chapter 314-28 e Tacoma Municipal Code Chapters 2.02 Buildings, 12.08 Stormwater, 13.06 Land Use For more information, contact: City of Tacoma Planning and Development Services http://www.cityoftacoma.org, (253) 591-5030 ; P-1300, 12/2012 This document should not be used as a substitute for codes and regulations. The applicant is responsible for compliance with all code and policy requirements, regardless of whether they are referred to or contained within this document. As Sal Ran har | ill 5 OX 7Z. 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The provisions of this code are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifi- cally prescribed by this code, provided that any such alterna- tive has been approved. An alternative material, design or method of construction shall be approved where the building official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code. Compliance with the specific performance-based provi- sions of the International Codes in lieu of specific require- ments of this code shall also be permitted as an alternate. R104.11.1 Tests. Whenever there is insufficient evidence of compliance with the provisions of this code, or evi- dence that a material or method does not conform to the requirements of this code, or in order to substantiate claims for alternative materials or methods, the building official shall have the authority to require tests as evidence of compliance to be made at no expense to the jurisdiction. Test methods shall be as specified in this code or by other recognized test standards. In the absence of recognized and accepted test methods, the building official shall approve the testing procedures. Tests shall be performed by an approved agency. Reports of such tests shall be retained by the building official for the period required for retention of public records. SECTION R105 PERMITS R105.1 Required. Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any electrical, gas, mechanical or plumbing system, the installa- tion of which is regulated by this code, or to cause any such work to be done, shall first make application to the building official and obtain the required permit. R105.2 Work exempt from permit. Permits shall not be required for the following. Exemption from permit require- ments of this code shall not be deemed to grant authorization for any work to be done in any manner in violation of the pro- visions of this code or any other laws or ordinances of this Jurisdiction. Building: 1. One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 200 square feet (18.58 m”). 2. Fences not over 7 feet (2134 mm) high. 3. Retaining walls that are not over 4 feet (1219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a sur- charge. SCOPE AND ADMINISTRATION 4. Water tanks supported directly upon grade if the capacity does not exceed 5,000 gallons (18 927 L) and the ratio of height to diameter or width does not exceed 2 to 1. 5. Sidewalks and driveways. 6. Painting, papering, tiling, carpeting, cabinets, counter tops and similar finish work. 7. Prefabricated swimming pools that are less than 24 inches (610 mm) deep. 8. Swings and other playground equipment. 9. Window awnings supported by an exterior wall which do not project more than 54 inches (1372 mm) from the exterior wall and do not require additional support. 10. Decks not exceeding 200 square feet (18.58 m7) in area, that are not more than 30 inches (762 mm) above grade at any point, are not attached to a dwelling and do not serve the exit door required by Section R311.4. ' Electrical: 1. Listed cord-and-plug connected temporary decora- tive lighting. 2. Reinstallation of attachment plug receptacles but not the outlets therefor. 3. Replacement of branch circuit overcurrent devices of the required capacity in the same location. 4. Electrical wiring, devices, appliances, apparatus or equipment operating at less than 25 volts and not capable of supplying more than 50 watts of energy. 5. Minor repair work, including the replacement of lamps or the connection of approved portable elec- trical equipment to approved permanently installed receptacles. 1. Portable heating, cooking or clothes drying appli- ances. 2. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe. 3. Portable-fuel-cell appliances that are not connected to a fixed piping system and are not interconnected to a power grid. Mechanical: 1. Portable heating appliances. 2. Portable ventilation appliances. 3. Portable cooling units. 4. Steam, hot- or chilled-water piping within any heat- ing or cooling equipment regulated by this code. 5. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe. 6. Portable evaporative coolers. be constructed and installed in accordance with such approval. [A] 104.9.1 Used materials and equipment. The use of used materials which meet the requirements of this code for new materials is permitted. Used equipment and devices shall not be reused unless approved by the build- ing official. [A] 104.10 Modifications. Wherever there are practical diffi- culties involved in carrying out the provisions of this code, the building official shall have the authority to grant modifi- cations for individual cases, upon application of the owner or owner’s representative, provided the building official shall first find that special individual reason makes the strict letter of this code impractical and the modification is in compliance with the intent and purpose of this code and that such modifi- cation does not lessen health, accessibility, life and fire safety, or structural requirements. The details of action grant- ing modifications shall be recorded and entered in the files of the department of building safety. [A] 104.10.1 Flood hazard areas. The building official shall not grant modifications to any provision required in flood hazard areas as established by Section 1612.3 unless a determination has been made that: 1. A showing of good and sufficient cause that the unique characteristics of the size, configuration or topography of the site render the elevation standards of Section 1612 inappropriate. 2. A determination that failure to grant the variance would result in exceptional hardship by rendering the lot undevelopable. 3. A determination that the granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, cause fraud on or victimization of the pub- lic, or conflict with existing laws or ordinances. 4. A determination that the variance is the minimum necessary to afford relief, considering the flood haz- ard. 5. Submission to the applicant of written notice speci- fying the difference between the design flood eleva- tion and the elevation to which the building is to be built, stating that the cost of flood insurance will be commensurate with the increased risk resulting from the reduced floor elevation, and stating that con- struction below the design flood elevation increases risks to life and property. [A] 104.11 Alternative materials, design and methods of construction and equipment. The provisions of this code are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifi- cally prescribed by this code, provided that any such alterna- tive has been approved. An alternative material, design or method of construction shall be approved where the building official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code SCOPE AND ADMINISTRATION in quality, strength, effectiveness, fire resistance, durability and safety. [A] 104.11.1 Research reports. Supporting data, where necessary to assist in the approval of materials or assem- blies not specifically provided for in this code, shall con- sist of valid research reports from approved sources. [A] 104.11.2 Tests. Whenever there is insufficient evi- dence of compliance with the provisions of this code, or evidence that a material or method does not conform to the requirements of this code, or in order to substantiate claims for alternative materials or methods, the building official shall have the authority to require tests as evidence of compliance to be made at no expense to the jurisdiction. Test methods shall be as specified in this code or by other recognized test standards. In the absence of recognized and accepted test methods, the building official shall approve the testing procedures. Tests shall be performed by an approved agency. Reports of such tests shall be retained by the building official for the period required for retention of public records. SECTION 105 PERMITS [A] 105.1 Required. Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish, or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any electrical, gas, mechanical or plumbing system, the installa- tion of which is regulated by this code, or to cause any such work to be done, shall first make application to the building official and obtain the required permit. [A] 105.1.1 Annual permit. In lieu of an individual per- mit for each alteration to an already approved electrical, gas, mechanical or plumbing installation, the building offi- cial is authorized to issue an annual permit upon applica- tion therefor to any person, firm or corporation regularly employing one or more qualified tradepersons in the build- ing, structure or on the premises owned or operated by the applicant for the permit. [A] 105.1.2 Annual permit records. The person to whom an annual permit is issued shall keep a detailed record of alterations made under such annual permit. The building _ official shall have access to such records at all times or such records shall be filed with the building official as des- ignated. [A] 105.2 Work exempt from permit. Exemptions from permit requirements of this code shall not be deemed to grant authorization for any work to be done in any manner in viola- tion of the provisions of this code or any other laws or ordi- nances of this jurisdiction. Permits shall not be required for the following: , Building: 1. One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area is not greater than 120 square feet (11 m’). SCOPE AND ADMINISTRATION 2. Fences not over 7 feet (2134 mm) high. 3. Oil derricks. 4. Retaining walls that are not over 4 feet (1219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a sur- charge or impounding Class I, II or IIIA liquids. 5. Water tanks supported directly on grade if the capacity is not greater than 5,000 gallons (18 925 L) and the ratio of height to diameter or width is not greater than 2:1. 6. Sidewalks and driveways not more than 30 inches (762 mm) above adjacent grade, and not over any basement or story below and are not part of an accessible route. 7. Painting, papering, tiling, carpeting, cabinets, counter tops and similar finish work. 8. Temporary motion picture, television and theater stage sets and scenery. 9. Prefabricated swimming pools accessory to a Group R-3 occupancy that are less than 24 inches (610 mm) deep, are not greater than 5,000 gallons (18 925 L) and are installed entirely above ground. 10. Shade cloth structures constructed for nursery or agricultural purposes, not including service sys- tems. 11. Swings and other playground equipment accessory to detached one- and two-family dwellings. 12., Window awnings in Group R-3 and U occupan- cies, supported by an exterior wall that do not proj- ect more than 54 inches (1372 mm) from the exterior wall and do not require additional support. 13. Nonfixed and movable fixtures, cases, racks, coun- ters and partitions not over 5 feet 9 inches (1753 mm) in height. Electrical: Repairs and maintenance: Minor repair work, includ- ing the replacement of lamps or the connection of approved portable electrical equipment to approved permanently installed receptacles. Radio and television transmitting stations: The pro- visions of this code shall not apply to electrical equip- ment used for radio and television transmissions, but do apply to equipment and wiring for a power supply and the installations of towers and antennas. Temporary testing systems: A permit shall not be required for the installation of any temporary system required for the testing or servicing of electrical equip- ment or apparatus. Gas: 1. Portable heating appliance. 2. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe. Mechanical: 1. Portable heating appliance. 2. Portable ventilation equipment. 3. Portable cooling unit. 4 . Steam, hot or chilled water piping within any heat- ing or cooling equipment regulated by this code. 5. Replacement of any part that does not alter its approval or make it unsafe. 6. Portable evaporative cooler. 7. Self-contained refrigeration system containing 10 pounds (5 kg) or less of refrigerant and actuated by motors of 1 horsepower (746 W) or less. Plumbing: 1. The stopping of leaks in drains, water, soil, waste or vent pipe, provided, however, that if any concealed trap, drain pipe, water, soil, waste or vent pipe becomes defective and it becomes necessary to remove and replace the same with new material, such work shall be considered as new work and a permit shall be obtained and inspection made as pro- vided in this code. 2. The clearing of stoppages or the repairing of leaks in pipes, valves or fixtures and the removal and rein- stallation of water closets, provided such repairs do not involve or require the replacement or rearrange- ment of valves, pipes or fixtures. [A] 105.2.1 Emergency repairs. Where equipment replacements and repairs must be performed in an emer- gency situation, the permit application shall be submitted within the next working business day to the building offi- cial. [A] 105.2.2 Repairs. Application or notice to the building official is not required for ordinary repairs to structures, replacement of lamps or the connection of approved porta- ble electrical equipment to approved permanently installed receptacles. Such repairs shall not include the cutting away of any wall, partition or portion thereof, the removal or cutting of any structural beam or load-bearing support, or the removal or change of any required means of egress, or rearrangement of parts of a structure affecting the egress requirements; nor shall ordinary repairs include addition to, alteration of, replacement or relocation of any standpipe, water supply, sewer, drainage, drain leader, gas, soil, waste, vent or similar piping, electric wiring or mechanical or other work affecting public health or gen- eral safety. [A] 105.2.3 Public service agencies. A permit shall not be required for the installation, alteration or repair of genera- tion, transmission, distribution or metering or other related equipment that is under the ownership and control of pub- lic service agencies by established right. [A] 105.3 Application for permit. To obtain a permit, the applicant shall first file an application therefor in writing on a 2012 INTERNATIONAL BUILDING CODE® NEPA 2 | was on-call for the period of Pay Comp Time ~* Building - City of Bainbridge Island Page 2 of 2 Inspection requests will be scheduled two working days from the day the inspection request. If you would like to call for an inspection beyond two working days, please indicate what date you would like the inspection performed. Final Inspection requests will be scheduled three working days from the date of inspection request. Scheduling Your Inspection To schedule your inspection, you can call (206) 780-3789 or send your request via email. For either, please provide the following information: Permit # Type of Inspection Requested Site Address Owner's Name Contact Name and Phone Number Requested Date of Inspection Failure to provide all of the above requested information may result in a delay scheduling your inspection request. Final Inspection Requests Once all conditions of issuance have been met and all other inspections and approvals have been performed, you may call for your final inspection. Final inspection requests are scheduled three working days from the date the request is received. This time is to allow each division the opportunity to verify that all conditions of issuance have been met. If applicable, ensure that all electrical (State Labor and Industries) and health (Kitsap Public Health) final approvals have been granted prior to calling for your building final. ‘ Building Division Staff James Weaver Building Official (206) 780-3755 Dave Erbes Permit Technician (206) 780-3785 Greg Hiatt Plan Check Engineer (206) 780-3766 Pat Barry Building Inspector (206) 780-3775 Trish Bennon Building Inspector (206) 780-3725 Sitemap Privacy Policy | Disclaimer | Staff Portal © 2013 City of Bainbridge Island - All rights Reserved. 280 Madison Avenue, Bainbridge Island, WA 98110 phone 206.842.7633 inbridg: gov http://www.ci.bainbridge-isl.wa.us/building.aspx 8/27/2013 Building - City of Bainbridge Island Page | of 2 Home Community Government Departments Public Records Projects Services Contact Building Welcome! | Su | Mo| Tu [wel Th | Fr | sa| The mission of the Building Division is to safeguard the public health, safety and general welfare through structural strength, means of egress facilities, stability, sanitation, adequate light and ventilation, 4/5|6/)7)]8)]9]10 energy conservation, and safety to life and property from fire and other hazards attributed to the built environment and to provide safety to fire fighters and emergency responders during emergency operations. 28/29/30/31/ 1|2|3 11) 12/13/14/15/16/17 Sign up to receive emails about updates to our site by entering your email in our listserv box to the left. If you have any questions, please Meeting Calendar - click on do not hesitate to call us at (206) 780-3750. a date to see all the meetings for that day. Front Counter Hours e M, T, & F 8am - 4pm ¢ W &Th 8am -12pm Building Division Reports News and Announcements 2013 ¢ 8/22/2013 - Due to attendance at datory staff training, no inspections will be performed on Tuesday, August 27. We apologize for the inconvenience. ° July © 8/16/2013 - The City's voicemail system is now working. However, we still encourage scheduling ° June inspections via our email system. We apologize for the inconvenience while the system was down. ° May ¢ 8/12/2013 - The City's voicemail system is not working. To schedule an inspection please email: © April inspections@bainbridgewa.gov. Status inquiries should be directed to: bidpermit@bainbridgewa.gov. ° March Thank you for your patience while we work through this technical difficulty. * February ¢ 7/1/2013 - Effective July 1, 2013 the City of Bainbridge Island is working under the 2012 International ° January Codes. 2012 Commitment to Customer Service The City of Bainbridge Island Building Division strives to provide excellent customer service * 2012 Annual and to assist our customers throughout the building permit processes. Often the Division is Report required to administer Federal, State, and local regulations regarding the built environment _and endeavors to do so in a positive, professional and helpful manner. The Division is dedicated to helping the citizens of Bainbridge Island in achieving their goals through offering assistance, technical expertise, and by providing various alternatives to help their project © move forward while meeting all locally adopted Codes. Sign Up For Email Updates: lenter email here le Adopted Codes Please note that both the 2012 Building Code and the 2012 Fire Code are effective July 1, 2013. The complete list of adopted codes are: 8/22/2013 9:55:00 AM ¢ 2012 International Residential Code (IRC) ¢ 2012 International Building Code (IBC) e 2012 International Fire Code (IFC) e 2012 International Energy Conservation Code (IECC) ¢ 2012 International Mechanical Code (IMC) ¢ 2012 International Fuel and Gas Code (IFGC) e 2012 Uniform Plumbing Code (UPC) Forms and Brochures The City of Bainbridge Island has recently updated their forms and brochures to reflect the current codes in effect. Forms are available at the front counter or you may download packets based on your particular project. * Residential Permits * Commercial Permits For a complete list of building forms by number click here: Building Forms Listed by Number For a complete alphabetical list of all city forms click here: Building Forms Listed Alphabetically Permit Status Requests Interested in the status of your permit? To obtain information on your permit review status please call (206) 780-3796 or send an email to our technician. Please remember to include the permit number, your name and the best way to reach you with the information. Inspection Requests http://www.ci.bainbridge-isl.wa.us/building.aspx 8/27/2013 Mi MeSel 7 : / Suse cheek rae a hoon 4 cople weeks Slace. you Saured. the pecenE pod Tid Rs wld bo geod 2 40. L have Cfeipvaat slcha. be aiNve So ck adit , ho nice ko Filtre ALL she \-B Flamm Uaqutdr Talkcoon USE’. 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BLO\0~176 5 _ ak Revision = s IO Much Q ) ~ sede Kary Bay, 120) Lee Sec, S6le g—reartsion F700 euats Fc edgyilary, with 2 Seek tang eit, be Pileg ETT GBs -_ =e “¢ usmerr Sommaltye ov cambust tlle 4 Suzanre Vigutde ove shaved USEd, or dispensed. “Spl conkud Dramilles | NEN SPRIMKLER BLOGS, 120 g's. shen err wr os ‘ >t ew nk, 15 9s - CRested Suu te 69 C Vets then IF 951, et > . ’ +40 Ff 1 = ert Pires et ee a . ' : . ' -.f . hy ' om - » a : 7 on ' . re j : an Pe hee! ; : ' See 2 FS " , 45 ips ae _ ~ id ga yy ee | ra ‘ «2. : ory, ; a. NE W ME M B E R S It ’ s al l ab o u t tr u s t By Su z a n n e Mi c h a e l s ~ Do e s yo u r co m m u n i t y tr u s t yo u r ag e n c y or co m p a n y ? ‘W h a t ar e yo u do i n g to bu i l d tr u s t an d es t a b l i s h = an — on g o i n g re l a t i o n s h i p wi t h th e re s i d e n t s of th e co m m u n i t y ? Wh e n cl i e n t s co m e to me wi t h a cr i s i s , we ca n wo r k to g e t h e r to la u n c h a pu b l i c re l a t i o n s ca m p a i g n to ma k e in r o a d s , ex p l a i n wh a t we n t ' wr o n g , ho w da m a g e Is be i n g mi t i g a t e d , an d wh a t ' s be i n g do n e to en s u r e it do e s no t ha p p e n ag a i n . Bu t ev e r y ag e n c y an d ev e r y bu s i n e s s — (b i g or sm a l l ) wi l l ha v e “i s s u e s ” at so m e po i n t . So in s t e a d To w n s e n d to at t e n d th e ~ ed u c a t i o n an d of wa i t i n g fo e a cr i s i s , wh y . no t ha v e an _ es t a b l i s h e d ou t r e a c h pr o g r a m in pl a c e , gr o w i n g a po s i t i v e : te l a t i o n s h i p wi t h yo u r co m m u n i t y th r o u g h a re g u l a r an d co n s i s t e n t No r t h w e s t Sc h o o l of Wo o d e n — Bo a t b u i l d i n g al m o s t 20 ye a r s ag o . Ma n y pe o p l e in to w n ha v e kn o w n hi m . as a bo a t bu i l d e r fr o m wh e n he ha d a bo a t sh o p at Po i n t Hu d s o n , or as a fi s h e r m a n fr o m hi s su m m e r s on a te n d e r wh i c h tr a v e l l e d fr o m Po r t To w n s e n d to Al a s k a . He ’ s al s o be e n a co n t r a c t o r fa r So u l e Wo o d w o r k i n g an d Co n s t r u c t i o n . No ma t t e r ho w yo u kn o w a yo u kn o w ab o u t hi s lo v e of th e - sa u c e . Bu t on e ca n n o t on l y ha v e a de e p lo v e fo r wh i s k e y to ma k e a go at di s t i l l i n g . It is a sc i e n c e wh i c h , wi t h ti m e an d ca r e , be c o m e s an ar t fo r m . So wh a t be t t e r pr o j e c t to le a d Ja k e to w a r d re t i r e m e n t , an d be y o n d , th a n to op e n hi s ow n : di s t i l l e r y . Th e re m a r k a b l e th i n g pa t h w a y ? Te l l i n g th e st o r y of wh a t yo u r bu s i n e s s do e s , wh a t se r v i c e s ar e pr o v i d e d to th e co m m u n i t y , an d pa i n t i n g th e pi c t u r e of th e em p l o y m e n t an d ec o n o m i c im p a c t of yo u r eo m p a n y ar e al l cr i t i c a l co m p o n e n t s of bu i l d i n g th e pe r c e p t i o n of wh o yo u ar e an d wh a t yo u do . jo b of Su z a n n e Mi c h a e l s Co m m u n i c a t i o n s , a pu b l i c re l a t i o n s . fi r m wi t h a 15 - ° pr o v i d i n g se r v i c e s ye a r . hi s t o r y : pu b l i c re l a t i o n s . to pu b l i c ag e n c i e s an d pr i v a t e bu s i n e s s e s de l i v e r i n g - ab o u t — ‘A m i e 4 Pi s d l i c r s as an ex t e n s i o n of Ja k e is th e j th o u g h t f u l n e s s an d ca r e th a t | we n t in t o , ‘a n d co n t i n u e s to ~ go in t o cr e a t i n g th i s bu s i n e s s . Wh i l e st i l l a dr e a m , Ja k e kn e w th a t he wa n t e d Ad m i r a l t y Di s t i l l e r s to wo r k wi t h lo c a l fa r m s an d re s t a u r a n t s to — “p r o d u c e an d — hi s he wa n t e d to gi v e ba c k to . th e co m m u n i t y th a t ha s su p p o r t e d hi s bu s i n e s s e s al l th e s e ye a r s . So fa r , Ad m i r a l t y . ‘D i s t i l l e r s is re g u l a r l y wo r k i n g wi t h ma n y Je f f e r s o n an d Cl a l l a m Co u n t y bu s i n e s s e s . Th e co m m i t m e n t to th a t in i t i a l 7" of a dr e a m PL D I O - 1 7 8 - aX p IT A L an d pi li v i n g wa g e . ma k re c y c l i n g , so l i d wa s t e , wa s t e - to - e n e r g y , ga s , wa t e r , an d wa s t e w a t e r se r v i c e s , vi c e s in c l u d e Ne w s Pr e s s Co n f e r e n c e s , Re l a t i o n s , Co m - ed u c a t i o n a l Jo y Po i n t Ac u p u n c t u r e & Ch i n e s e Me d i c i n e of f e r s ge n t l e tr e a t m e n t Ji l l i a n Ri f k i n d , L. A c , ha s | be e n pr a c t i c i n g ac u p u n c t u r e an d Ch i n e s e _ me d i c i n e . fo r ov e r tw o ye a r s on th e Ol y m p i c Pe n i n s u l a . - Sh e ha s cu l t i v a t e d a un i q u e st y l e , ut i l i z i n g _ os t e o p a t h i c li s t e n i n g me t h o d s to fi n d ar e a s of im b a l a n c e , Ch i n e s Me d i c i n e af t e r ic e an d | id i n g — bu t ef f e c t i v e — re : “i n v o l v e m e n t wi t h th e me n t a l © pa r t n e r ig an d he l p i n g to fi n a l i z e cr e a t i v e id e a s , sa i d Ja k e . Ad m i r a l t y Di s t i l l e r s ho p e s yo u en j o y th e i r fi n e pr o d u c t s an d th a t yo u wi l l co n t i n u e to sh o p lo c a l l y . Ch e c k ou r we b s i t e fo r ta s t i n g ro o m ho u r s . - st y l e s , wh i c h is ve r y ef f e c t i v e at tr e a t i n g th e ro o t ca u s e of pa i n . Ea r ac u p u n c t u r e ‘c a n in e s , wo r k wo n d e r s fo r PT S D , . st r e s s , ad d i c t i o n , — an d pr o v i d i n g a bo o s t of en e r g y an d en d o r p h i n s , an d ev e n ’ tr e a t de p r e s s i o n as th e “j o y . ‘c a l l 66 1 - 4 7 8 - 8 2 5 0 , Jo y a3 AB S i - j o y p o i n t c l Cc Of f i c e ho u r s ar e Mc p- m . je f f c o u n t ch a m b e r . o r g