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BLD2013-00211 - CANCEL
•BUILDING PERMIT APPLICION MLA13-00094 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD13-00211 Received Date: 7/8/2013 SITE ADDRESS: 14082 AIRPORT CUTOFF RD PORT TOWNSEND, 98368 OWNER: AMERCO REAL ESTATE COMPANY PHONE: 2727 N CENTRAL AVE PHOENIX AZ 850041155 TEC COMMERCIAL CENTER SHORT PL SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 001213023 Section: 21 Township: 30 N Range: 01 W CONTRACTOR: FPH CONSTRUCTION INC PHONE: 360-479-4137 109 OLDING RD STE 200 BREMERTON WA 98312 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP BUILDING PERMIT FOR COMMERCIAL STORAGE BUILDINGS. TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP NEW MAIN: INDUSTRIAL: VALUATION 1,575,000.00 ADD'L: HEAT TYPE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: 45,307 CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: Prop: 1 Total: 1 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $7,711.15 MEB 07/03/13 142243 Plan Check $5,012.25 MEB 07/03/13 142243 State Building Code $4.50 MEB 07/03/13 142243 Potable Water Application $66.00 MEB 07/03/13 142243 Total: $12,793.90 \\4irlomorIArlo4o\forme\F RI n Ann Rlrl rn4 7/R/W111 1111 40 FDHEDEovEr JEFFERSON COUNTY `-jr-\ 1 1 H, 1 Jul_ 3 2013 DEPARTMENT OF COMMUNITY DEVELOPMENT :12)4. I 621 Sheridan Street•Port Townsend .Washington 98368 1 i 1 1, d hui 360/379-4450' 360/379-4451 Fax iit.,','°° *::e• www.co jefferson.wa.us/commdevelopment \\,,,,,, `Y./in-NW' JEFFERSON COUNTY ilL„.1 OPT OF ONIMUN!TY DEVELOPMENT Master Permit Application MLA: I 6 Project Description(include separate sheets as necessary): . FS.y-4- T.ilwilerici (L- !-4&w4Alivit 4, 9-Ai Stny-a., co(2.1-30 ,0017-13*21 .0,2.3015 i a / LI Tax Parcel Number: Property Size. • ."7-Ar (acre-square feet) Site Address and/or Directions to Property: 1q0 82- Aiy For-14 caxi,f Property Owner(s)of Record: ,t , C ', 1 ,14,,,.. .• 4 0 a Telephone: 4,cc 1-2..h 3- 6, 02.- Fax: i email: Mailing Address: 272.7 tki, _Ceyitrek-i IY/'144.4_. Pin oe P?i X.,, de i 7....1 eta_ .g&061'1 Applicant/Agent(if different from owner): rPi-4 C CfriA,C+10/1 i el(".. , KZ en/ C hang 'e ti vi Telephone: 3(#Q- Li 7 41- 11/3-1 Fax: 31,70-377-3964 Vmaii:orrAL4P-F-pi-iC 6 il g-t-Ytte ItiOn- C c'n'l Mailing Address: W &or,»• gd. Ste 200 ;,. ewe,- What kind of Permit?(Check each box that applies XBuilding 0 Critical Areas Stewardship Plan 0 Demolition Permit 0 Variance(Minor,Major or Reasonable Economic Use) O Single Family 0 Garage Attached/Detached 0 Conditional Use[C(a),C(d),or CJ 0 Manufactured Home 0 Modular 0 Discretionary'D"or Unnamed Use Classification pit Commercial* 0 Special Use(Essential Public Facilities)" 0 Change of Use 0 Boundary Line Adjustment 0 Address 0 Road Approach 0 Short Plat" O Home Business 0 Cottage Industry 0 Binding Site Plan** 0 Propane 0 Long Plat" 0 Sign 0 Planned Rural Residential Development(PRRO)/Amendments O Allowed*YesUse Consistency Analysis 0 Plat Vacation/Alteration** 0 Stormwater Management 0 Shoreline Master Program Exempt on/Permit Revisions" 0 Site Plan Approval Advance Determination(SPAAD)' 0 Shoreline Management Substantial Development 0 Temporary Use 0 Shoreline Management Variance 0 Wireless Telecommunication• 0 Comprehensive PlarVUOC/Land Use District Map Amendment 0 Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference 0 Tree Vegetation Request "Requires a Pre-Application Conference Please identity any other local,state or federal permits required for this proposal,if known: DEcirINATION OF AGENT - frt+ yl --ly . j),1).4 OWNER SIGNATURE - ..-.-----------------*---"',-- Date: (1/27/13 , . ... ce SignaDate:ture: 4' te'-' "-------- 1/7 b 1) Signature- .4.0.4.4 ---".. "----------------- Date IA)/'L:L G\PalTaCenterittggFORMS###\DRD FORMS\N .,er Pcrrrut Application 5-29-08 cinc • S Signature. Date: 8713 ,.. GENERAL CONTRACTOR OR MAN I ACTURED HOME InsrAttEn: PHONE: FAX: +1_,EPLariSirlilC • 04,0)ing-I-1/37 (340) 377-31i&4, MAILING ADDRESS: 109 Old in' fed. Ste 2to Ste'riteeizo WA EMAIL: K-e r r 11 L;..7). f 17.7 COO C't r IA cli-i t)n.ZIDeti CONTIRACTOR'S LICENSE 483 i 2. WAINS NUMBER: FFHCo rkoi,&J/Z. NUMBER ARCHITECTIENGINEER: Wi03 I /- PHONE (193)2'N"I“C FAX:(2-53)7.841-•,i73/ i I I i 1 ,.., MAILING ADDRESS: Iti teThefil 3o Sf. 5te 205 racora, EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: V New 0 Wood Existing: -'Sewer O Addition I!. Steel Proposed: I Bank C7., Community System O Alteration/Remodel /1.• Concrete Total: Height: . '"Indiviclual System 3 Repair 0 Masonry SEP Permit# EXLSHrll "3 Demolition 0 Other: Bedrooms: Water Supply: Existing: Setback: ")e Private well 0 Two Party Type of Heat: Proposed: 0 Public Ey isH ma Total: Name of System: u _ If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: 1 Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy. IBC Type of construction: ft- a Will you have Food Service? Yes (1....9 If this is a Propane Tank and/or Appliance Installation permit,mark all Items below that apply: i Underground Tank I Above ground Tank Size of Propane Tank: PP 9 eroGiuutity use reserve area, •,---,•., .., ,',.--,1 w,,-.'t.1.?1"4---4,0Y0,410- t*,,,, ,f4tri`pr- fik...1,14,;:'1't .t.'„;;;;;''-:.:X.;,-, Square Footage Current Proposed Main Floor Heated 4r,, EH Bid App Review: —2-r Floor Heated kt.: Consistency Review: Other Heated - -.,,V,, e7, Base fee: 11 /1 i 15 ,4,-gt.,:, Mezzanine t'''...'''''' ' — Additional Section' •-•:,.....- , ,p, 4 5012- 2.5 Heated Basement i":'7'-'44'w -2. Plan Check fee: t-•;,,,..-4it*- ---,. Unheated Basement -7-':17- 7 '''''''-',1 fee'State Surcharge li 5° Other Unheated 4.11 -,*t--c Pot Water Review fee: GarageiCarport ta.4 u.„..S.":.•-', SUBTOTAL Seritict77:: •.:: I 3,0 1 .90 Decks ''' ', 91.I/Rd Approach fee: 71J15,:'2%. , Other ii5,3 0 7 ..!74:•trAVtlf. TOTAL: S)3 2,17,c70 i --,.,:•;,....>.,..,--,..v. -,..i4•--...-.41-'.-.4 Receipt Number 111122.qS Cash/Check Number TI„Lo1/4-10 I ' ',,,,-,4•_.,-, •, •-.-F„. 7 Li ESTIMATED COST(REQUIRED) Date: 1,5, 1 IFEC - fiVE *Farr market value of all labor and materials foundation to finish i i 11 5-7.5:, 000 Initials: J YC I 1 ' I ' JUL 3 2013 CI\PennitCenter\###FORMS###\DRD FOLMS\Mastzr Ptirntt Application 5-29-0&doc i i - r JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT D )E • fi 0) \Plf OD -I -h x —I —I co 0) -- -- 0) -o co 0) X co_ C7 ri- X 0) CD -5 'O O) 0 - 'O 7 7 C) 0) < Q CD 0) CD CD O D (C -- CD CC CD co 3 co r+ O CD - = 7C m -3 E -5 .. co 70 O O #t CC O - - CD CD Cfl _) 0. 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'-'I ........ r''' .; •4;14:41..":5'.. 1" is` .-.- ... , 'llge;,'Z':*414t,'': '• ts'\'' , i - C)q ''''''., - '-''', - . .. -'. f) .. , . .tv ',... MOO 301.10 eg I .,, ;:, MLA13-00094 _ _ BUILDING PERMIT APPLICATION Review Type: I • Jeffrson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00211 Received Date: 7/8/2013 SITE ADDRESS: 14082 AIRPORT CUTOFF RD PORT TOWNSEND, 98368 ctaStsJ es-81(1 ,e2 ,,F11 i.CL OWNER: AMERCO REAL ESTATE COMPANY 137PHONE: 2727 N CENTRAL AVE 0,62_ Z63 PHOENIX AZ 850041155 JUL 0 9 2013 TEC COMMERCIAL CENTERQQ3TnPtLou SUBDIVISION: Block: Envi :m1 PARCEL NUMBER: 001213023 Section: 21 Township: 30 N Range: 01 W --r11-3,/ `""i r}tv 'Health CONTRACTOR: FPH CONSTRUCTION INC PHONE: 360-479-4137 109 OLDING RD STE 200 BREMERTON WA 98312 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP BUILDING PERMIT FOR COMMERCIAL STORAGE BUILDINGS. TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP NEW INDUSTRIAL: VALUATION 1,575,000.00 MAIN: CODE EDITION: 2012 ADD'L: HEAT TYPE: OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: CONST TYPE: OTHER: 45,307 GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: NUMBER OF EMPLOYEES: WATER SYSTEM: �J BATHROOMS: 3 x/I c LO ig't Exist: C d ` e a '+ - Prop: 1 11CL X Total: 1 view atm 1 1 con (€ r Routing Date: k ti c` 0 nw Lek -ficitiMile, Type Amount Paid By: Date: Receipt: Approved/Date Permit $7,711.15 MEB 07/03/13 142243 Plan Check $5,012.25 MEB 07/03/13 142243 State Building Code $4.50 MEB 07/03/13 142243 Potable Water Application $66.00 MEB 07/03/13 142243 Total: $12,793.90 7(4( S-eA.1-e/t /- zt.$)1/144/\ 4.Q—Q- QS21k, 6(/).-- 7((r41 l6(15- 5/�� ( 6yun4 / `) 6-4-Q7 'Ilu4J /1"(-o'c-47A"s� 2/`�� 1 k"2i ....„) Signature: C.L-- Date: ,I 7 ,�1 /-2 GENERAL CONTRACTOR OR MAN'FACTORED HOME INSTAJ t FR: PHONE: FAX: Fc'i-I C.,"on uch ovi , (r c2 . (34,o)Li7q-11137 (34,o) 377-3=((06. MAILING ADDRESS: 107 01dirt q Rd. 'St, '(!rxtittr (AU? EMAIL: K2 r rt L~ �rF+ vy?S-E-yrxCT?r )r .:�rY CONTRACTOR'S LICENSEQ 133(2 WAINS 0 i NUMBER: E1'Hr,0 r;so{'(J� NUMBER ARCHFTECT1ENGINEER: PHONE (2.&3)-7 -q� CFAX:(2.531 Z8u -?‘8;''t.Ytma— De sialt Ginty 14443:7, WAILING ADDRESS: 2,1 rsf. ERAIL Project Type: Frame Type: 1 Bathrooms: Shoreline: T Type of Sewage Disposal: New ❑ Wood 1 Existing: , Sewer 0 Addition . Steel i Proposed: I Bank :3 Community System 0 AJteratiorfRemodel A Concrete I Total: Hei ht: ('lndividuat System o Repair U Masonry I li SEP Permit ft EXis ` not .3 Demolition 0 Other ! Bedrooms: Water Supply: 3 Existing: Setback: Private well C Two Pasty Type of Heat: Proposed: 7 Public EXis+f 6,4, Total: Name of System: V t I t If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: I Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: (I- C3 Will you have Food Service? Yes No If this is a Propane Tank and/or Appliance Installation permit,mark all Items below that apply: i Underground Tank I Above ground Tank Size of Propane Tank: . mom:my me reserve area. Square Footage Current Proposed rQ�ce tJs ljv 11 :t _ Amoutrt a , eYrsiorz . '- I Main Floor Heated :1 EH Bld App Review: 56 O 214 Floor Heated ( Consistency Review: � I Other Heated I Base fee: „7 /1 i l ( 5 7 II Mezzanine ' Additional Section: 01Z- 25 Heated Basement _Plan Check fee: • Unheated Basement - State Surcharge fee: F — l c Other Unheated I : Pot Water Review fee: Garage/Carport '~ - _�' SUBTOTAL 1 13,01•7 •90 . } Decks I: 911/Rd Approach fee: } I } Other 2 q `1$,3 0 7 TOTAL: $),5i 2.17`• .J OI } i ,i,4, Receipt Number. 11�'2Zd✓ I '• a, Cash/Check Number. �to�o l ESTIMATED COST(REQUIRED) Date: v r =E, C 6 V :--' Irf\ ' 'Fair market value ofail labor and materials foundation to finish '�,-le I i It s 7s o Initials: i '! i ! t1 1? 3 Jh i G:\t zanitCenter'.'. #FORMS#irt4P DRD FOILMS\Nlastrr Prrmit:p plirnr.5-<32t-29jLi I JEFFERSON COUNTY DEPT OF C:O\MiUNi Y DEVELOPMENT 411111/ ' F.0. Sox 720 • 11309 Clear Creek Road N.W. 1N3WdO13A30AlIN(iWW0030 1d3U Silverdale, Washington 98383 AjN1100NOS2i3333( ^ Silverdale (360) 692-5525 • Seattle (206) E8 �/4 A _ i Fax (360) 698-0546 �iuc 11111r ly Engineering • Surveying • Manning v= r LETTER OF TRANSMITTAL TO: JEFFERSON COUNTY DCD JOB# 6589.00 DATE 7-3-13 RE: PORT TOWNSEND U-HAUL REGULAR MAIL HAND DELIVER XX EXPRESS MAIL WE ARE SENDING YOU THE FOLLOWING: COPIES PRINTS/PLANS OTHER (COPIES) (DATE) (PGS) (DESCRIPTION) 2 CONSTRUCTION STORMWATER POLLUTION PREVENTION PKT. 2 STORMWATER CALCULATION WORKSHEET 2 STORMWATER SITE PLN.INST.& SUBMITTAL TEMPLATE 2 FIGURE 1 NEW DEVELOPMENT 2 FIGURE 2 RE-DEVELOPMENT 2 DRAINAGE REPORT 2 GEOTECH REPORT 6 CIVIL PLANS(SITE PLAN, SWPPP,GRADING,DRAINAGE, DETAILS AND NOTES) THESE WERE TRANSMITTED AS CHECKED BELOW: APPROVAL XX YOUR USE AS REQUESTED REVIEW/COMMENT OTHER COMMENT: PLEASE FEEL FREE TO CALL ME WITH ANY QUESTIONS AT(360)692-5525. THANK YOU. C: KERRY/FPH-CNIL PLANS � D SIGNED: �k. MARK W.EISSES,P.E. PRINCIPAL 'Contractors or Tradespeople Printer Friendly Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name F P H CONSTRUCTION INC UBI No. 601508020 Phone 3604794137 Status Active Address 109 Olding Rd Ste 200 License No. FPHCOI*066JR Suite/Apt. License Type Construction Contractor City Bremerton Effective Date 4/19/1994 State WA Expiration Date 1/12/2015 Zip 98312 Suspend Date County Kitsap Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Specialty Effective Expiration License Name Type Specialty 1 2 Date Date Status PACIFIC Construction Lathing And PACIFNS885BD NORTHWEST Contractor Plastering Unused 1/4/2012 1/4/2014 Active STUCCO LLC FAMILPH177RF FAMILY PANCAKE Construction General Unused 12/6/1983 4/13/1994 Archived HOUSE MGMT CORP Contractor BENNETT Construction BENNEMH973K1 MOUNTAIN HOMES Contractor General Unused 5/20/2003 1/2/2011 Expired INC Business Owner Information Name Role Effective Date Expiration Date BROWN, MICHAEL E President 01/28/2011 TIFFANY, SHARON Secretary 04/19/1994 MATHWIG, ROBERT C Vice President 01/28/2011 MATHWIG, ROBERT C President 04/19/1994 01/28/2011 BROWN,MICHAEL E Vice President 04/19/1994 01/28/2011 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date DEVELOPERS SURETY 574650C 03/26/2005 Until Cancelled $12,000.00 04/01/2005 Et INDEM CO Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 16 Houston TEN-10658 01/01/2012 01/01/2014 $1,000,000.0012/31/2012 Specialty Ins Co 15 Starr Surplus FMWA001011 01/01/2011 01/01/2012 $1,000,000.0012/31/2010 Lines Insurance 14 FIRST MERCURY FMWA001011 01/01/2010 01/01/2011 $1,000,000.00 01/04/2010 INS CO 13 FIRST MERCURY 3015845D/D 01/01/2010 01/01/2011 $1,000,000.00 12/31/2009 INS CO 12 INTERSTATE SGL1001662 01/01/2009 01/01/2010 $1,000,000.000i/02/2009 FIRE Et CAS CO 11 NICINSCO SE06CGL001032001/01/2007 01/01/2009 $1,000,000.0001/04/2008 https://fortress.wa.gov/lni/bbip/Print.aspx 7/8/2013 -Contractors or Tradespeople Printer Friendly Page Page 2 of 2 Summons/Complaint Information Cause County Complaint Judgment Status Payment Paid By 09-2-02996-4 Date: 12/09/2009 Date: Date: CHG BUILDING SYSTEMS INC KITSAP Amount: $100,074.52 Dismissed Amount: $0.00 Amount: InterPlead: No Bond(s): 574650C Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information Infraction/Citation Date RCW Code Type Status Violation Amount EJONV01838 6/8/2011 19.28.101 RCW ELECTRICAL CITATION Satisfied $250.00 EJONV01837 6/8/2011 19.28.101 RCW ELECTRICAL CITATION Satisfied $250.00 EJONV01836 6/8/2011 19.28.041 RCW ELECTRICAL CITATION Satisfied $500.00 https://fortress.wa.gov/lni/bbip/Print.aspx 7/8/2013 BLD 13-00211 Potable water notes from tidemark- Additional info—request 07/3/13 10/31/13 await approval from DOH for violating the 100' protective covenants of the primary well on site. SEPTIC Review- not signed off-see notes below— 7/3/13 see notes in potable water review. no letter sent, applicant informed multiple times. 6/17/15 SEP applied for. 3 other items remain, email sent to David Pollock this day. RMarx 9/3/2014 dls no new information, no septic design/permit submitted, etc. RMarx 9/23/13 Email to planner stating prior issues, no new information submitted *** Need to identify which buildings are being proposed, I believe they are A<B<C<D<E<&G, along with a second unit labeled "A". Comments were made prior and letter sent to applicant on 7/18/13; 7/18/13 Septic issues, need to address: ***1) ID on building plot plan the building that has the proposed bathroom, *** 2) show on the building plot plan the proposed water line, ***3) show sewage transport line on the building plot plan, ***4) contact a septic system designer and apply for a modification permit to add transport line to existing septic system. RMarxRMarx SEP92-459 DRD Additional Info- Request- 10/02/13 DWJ Attached are comments from other departments re:the Plat Alteration, stormwater and buildings permits. We are still awaiting additional comments from WSDOT and Fire Flow. Please respond to these comments for further processing of your applications. SUB13-00008 MLA13-00094 Plat Alteration- Received 07/08/13 - States Approved-03/21/14 0 SON ,n4,„ c �� JEFFERSON COUNTY JUN 2005 ' ,w, 1 1,j) ,4 DEPARTMENT OF COMMUNITY DEVELOPMEN - 3 621 Sheridan Street• Port Townsend•Washington 983 8 a 360/379-4450•360/379-4451 Fax \\......., INO� http://www.co.jefferson.wa.us/commdevelopment/ ( _ -- STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# 0 C� `l k \ PROJECT/APPLICANT NAME: /// MIFF Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. e..4e,.1R2P1 v e woad Lkold tri-i ifs Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. . iPrr Lo 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. CiofteZ / /£>>sj .5 itL' L 6-0- ia,S_S Sit/S6 4. Describe the existing soils. Indicate soil type on the site map. /4". .a i r✓.Ureit/ 5. Describe the existing site hydrology(i.e.,drainage;behavior of water on the site—above,below,and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each. �� A y �AVS Z 02....101 w>�1 1 C. ! (� %)c_ .S i 6. Describe any excess levels of noise generated by the proposed use or activity: — APPROVED / /-o,t.s, STORMWATFR PLAN Stormwater • t 1 JUN 3 0 2005 stormwater site plan template.c c—rev.10/12/2003 R@quire► I I t '�tA.A . 5 illJEFFERSON C UN f DEPT.OF ••, ` ", .EVI •P ENT; SIGNATUR : 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. / ` oW . 8. Describe the general vicinity of the site,including adjacent land uses and structures, utilities,roads,and sensitive/critical areas (streams,wetlands,lakes,steep slopes,etc.). Tiv$ i s A 17% rik f Oe 10 to4l WL lt—ooci L-04. 4;//j Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g, Describe the developed site hydrology,as proposed. Indicate whether stormwater will be fully dispersed(i.e.,per BMP T5.30 in the Manual)or,if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities fr existing facilities. S7-6 z M w ct v;.(2 C-o l(--tel Hca A-7 / tt'1 CAv7rl go' /7 `,/ Pc Of Li - ,/ I kU- C7 1},t.2 5"I 2 rt,1. w /r j�iZ �;iii "qn 1--). -uv n 4 10. If the project requires the use of stormwater treatment facilities,describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for`large"projects or projects that involve the potential for dispersion of contaminants.] Al 0 %(t -...4r 11. Describe the performance goals and standards applicable to the project. C'c2 L l e iii•✓ ( it ice? o c,- 12 0 J% At,(-4 0l) ---#1- Ii-v--4-7 F74^. `stiff "Or.? v1 12. Describe the flow control system. .4.---0 P--/c)‘...1 Cv.-7*r of \ E >ti: i 1 1 t ii ! ; JUN 3 2f 05 1't,./I f` f. {_ i i stonnwater site plan template.doc—rev.10/12(2003 6 • 13. Describe the water quality system. 14. Describe the conveyance system analysis and design. 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. iso F-1 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. Ar v •V;6/ 17. Describe the proposed surfacing material. 77-e- Dr i JE wr9 l( /e? C °vs/e,,-1 to 12dG 18. Describe methods for restoration of the site. /!tie d FLA-f.'s 7.13 -'rte circ /VC TA e_ r�jrov,�2S r The c o 4.1GL‘4rro v tdrd.Je 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. N/Pt 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. N 0416 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. /c/C.) a/7 1 ,• (( i I JUN 3 ?"1-i • f t i stormwater site plan template.doc—rev.70/12!2003 - 7i 7 • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements-Construction SWPPP 1. Mark Clearing Limits. 2. Establish Construction Access. N/ CCess 01 S i i s d i✓ ���✓� �t����! 3. Control Flow Rates. N 4. Install Sediment Controls. fl ` ! S i AA.) Pie C c�•✓ t /9-� `(iv A ( i✓ s -7 —�itCF ;IS f\-iee,i�r JJ2 C' - tiK 'ect- 5. Stabilize Soils. /r/o s 7 f}, L r Z-T /,/2 C Cl e,I 6. Protect Slopes. e ,1-2s s 4-o PFS 7. Protect Drain Inlets. #5f1'7',," 57,1 443 �yli,•-, ��v S.4" w t v! v-fitli L G 1116f r • --_ stormwatersite plan template_doc—rev.10/12/2003 JUN 3 230 5 11 I[) 8 { 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). rn-(r fi S rLT /1 c_C �— C 40.-Ala-ci / G✓r Lc 1 12. Manage the Project. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). //q 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. p1,. t4 JUN 3 ?(Y)) a stormwater site plan template_doe—rev.10/12/2003 t 9 • b. Description of special requirements for working in or near environmentally sensitive areas. 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure). 5. Construction Phasing. a. Construction sequence 7},0- Dr rt U :c-n s r/1 I b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. � ST/t•7r0412-"it�i1 w 0 of `� r't, IO_ PA dtn5 C o el,pe r-koek e . (1..eez0 5 II. Wet Season Construction Activities. a. Proposed wet season construction activities. ,4. b. Proposed wet season construction activities for environmentally sensitive areas. /v O")E 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. 7P\ b. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. N/A 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. 1:f4 { t c. Waterways. d. Runoff/Stormwater Detention Calculations JUN 3 7n05 l :1 stormwater site pian template_doc—rev.10/12/2003 10 SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines,pasture areas,etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales,interceptor trenches,or ditches. b. Show all temporary and permanent drainage pipes,ditches,or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions,and direction of flow in all ditches,swales,culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s),pond(s),pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth,length,and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe,and/or other filtering d ices. i ce f. Detail stabilization techniques for outlet/inlet ` [if_ . g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i! i. Provide rock specifications and detail for rock check dam(s),if applicable. € JUN 3 2005 j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. �a I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site plan template.doc—rev_10/12/2003 11 - Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities,or structural source control BMPs (not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Constructi.• SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the:,>.t of • owledge. I also certify that this application is being made with the full knowledge and consent of all owners of th- ected/r..erty. / t, . / EL445________ ( • DOWN OR AUTr D PRES TATIVE SIGNATURE) (DAT THIS SPACE MAY BE USED FOR ADDITIONAL NOTES,IF NEEDED: t w r .. ip lt JUN 3 2035 ' , I i r ._ stormwater site plan template.cbc—rev.10/12/2003 12 it Prescriptive Approach—Simple Form For the Washington State Energy Code(2001 Second Edition) Climate Zone 1 Site Information Building Department Use Only Lot: 3A Permit#: Address: 3� Ql l lL 1`--rdC i Notes: State:V(/er Zip: ?x'836 Contact: GlcA frP 0,) Phone: 3 E'o-76S_37t'/5 Phone 2: 36O- I-- t,5S Fax: 3.O 76C— l s5/ Table 6-1 PRESCRIPTIVE REQUIREMENTS ar FOR GROUP R-3 OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) GlazingGlazing U-Factor y Wall Wall Wall Slab4 ArearOn Option %of Floor Vertical Overhead" UO-factor Ceiling2 Ceiling3 Vaulted Above Bellow r Grade ow eFloor Grade Grade Grade IV. Unlimited Group R-3 0.40 0.58 0.20 R-38 R-30 R-2I R-21 R-10 R-30 R-10 Occupancy Only See the code text for footnote references • This project complies with the following: ( ✓ The project is a single family residence or duplex_ JUN 3 2005 I `/ ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1,Option IV. --•-- ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1.One door,that is 24 ft.2 or less,that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2.Doors with a U-factor of 0.40 allowed without calculations,Option IV only. Location of the door(s)taking this exception WHOLE HOUSE VENTILATION Fresh Air Intake: Choose One Window Ports Wall Ports I I Integrated w/Forced-Air Heating System This last option requires a 6-inch diameter duct to the return plenum with a damper that regulates flow at 0.35 ACH MIN to 0.50 ACH MAX,and an automatic timer to the furnace fan. I] eiof Whole House Fan: Choose one. p V ,I ki 01/4/41,41[4 ^NG, %,,.v I (1P Central Bathroom � I Central Hallway Other MII' {yll� �(� r� /J il. ST i0AJ WSUCEEP02-141 Prescriptive-simple Form-Climate Zone 1 212 WSEC Residential Construction Checklist r�S ON e O cA. • -I .s.0 NGS° JEFFERSON COUNTY BUILDING & COMMUNITY DEVELOPMENT--- - - 621 Sheridan Street Port Townsend, WA 98368 '� 1 (360)379-4450 Fax:(360)379-4451 JUN 3 ?005 I ,, -- Washington State EnergyCode 'SEC) _ r..- _ 2001 Residential Construction Checklist ____._ Complete this form in addition to WSEC forms. Please answer the following questions: PE OF PROJECT: New construction,or addition over 750 square feet Must meet whole house and spot ventilation requirements, and show full WSEC compliance as a stand-alone project. A detached, habitable structure such as an Accessory Dwelling Unit regardless of size must also meet these requirements. ❑ House addition under 750 square feet Possible trade-offs are allowed with the existing building for WSEC compliance, such as increasing ceiling insulation. See WSEC component performance forms. NOTE: A house addition less than 500 sq.ft. does not require whole house ventilation. Spot ventilation is still required. TYPE OF HEATING—Please check all that apply: Electric ❑ Wall Heater ❑ Baseboard ❑ Forced Air Furnace ❑ Radiant Floor(Boiler) ❑ Other_ Non-Electric: Propane:.®'Radiant Floor/Baseboard(Boiler) ❑ LPG Stove ❑ LPG Furnace ❑ Other LPG ❑ Heat Pump ❑ Oil Furnace ❑ Woodstove(can only be used as secondary heat source) VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors,walls, and appropriate ceilings: • Floors: c o ac 2 ❑ Plywood with exterior glue ❑ Poly plastic(greater than or equal to 4 millimeter thick) ❑ Backed batts •Walls: Nei CI Poly plastic (greater than or equal to 4 millimeter thick) 5_L2 ❑ Face-stapled,backed batts ,�i.ow-perm paint ' • Ceilings: ❑ Not required where ventilation space averages greater than or equal to 12 inches above insulation ❑ ace-stapled,backed batts . oly plastic (greater than or equal to 4 millimeter thick) ow-perm paint SEE BACK G:\PermitCenter\FORMS\BLDG FORMS\WSEC 2001-Residential Energy Code Checklist.doc Page 1 of 2 W, I V WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY (2000 Code): Type of ventilation used throughout the house: ❑ HVAC Integrated Option ❑ Exhaust Option Whole House Fan for"Exhaust Option": � l 2261/4114 \� • In what room is your whole house fan located? 1`�J • What size is the whole house exhaust fan? ❑ 50-75 CFM(1-2 bedroom house) ❑ 80-120 CFM(3 bedroom house) ❑ 100-150 CFM(4 bedroom house) K20-180 CFM(5 bedroom house) Note:the whole house fan shall be readily accessible and controlled by a 24-hour clock timer with the capability of continuous operation,manual and automatic control. At the time of final inspection,the automatic control timer shall be set to operate the whole house fan for at least 8 hours a day, and have a sone rating at 1.5 or less measured at 0.10 inches water gauge. Spot Ventilation: Source specific exhaust ventilation is required in each kitchen,bathroom,water closet, laundry room, indoor swimming pool, spa and other rooms where excess water vapor or cooking odor is produced. Bathrooms, laundries or similar rooms require fans with a minimum 50 cfm rating at 0.25 inches water gauge;kitchens shall have a fan with a minimum 100 cfm rating at 0.25 inches water gauge. Outdoor Air Inlets: Outdoor air shall be distributed to each habitable room by means such as individual inlets, separate duct systems, or a forced-air system. Habitable rooms include all bedrooms, living and dining rooms but not kitchens,bathrooms or utility rooms. Where outdoor air supplies are separated from exhaust points by doors,undercutting doors a minimum of 1/2 inch above the surface of the finish floor covering,distribution ducts, installation or grilles,transoms or similar means where permitted by the Uniform Building Code. When the system provides ventilation through a dedicated opening, such as a window or through-wall vent,these openings must: • Have controlled and secure openings • Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed. • Provide not less than 4 square inches of net free area of opening for each habitable space. What type of fresh air inlet will be installed? (See figure below) Window Ports all Ports JUN 3 2005 • G:\PermitCenter\FORMS\BLDG FORMS\WSEC 2001-Residential Energy Code Checklistdoc Page 2 of 2 CODEPIIOs Plan Review Comments August 16, 2013 F.P.H. Construction, Inc. Attn: Kerry Chamberlin 109 Olding Rd. Suite 200 Bremerton, WA 98312 Re: Building Permit Application # BLD13-211, 14082 Airport Cutoff Rd. PROJECT DATA: Owner: Engineer of Record: Amerco Real Estate Company Daniel L. Booth, P.E. 2727 N. Central Avenue AHBL, Inc. Phoenix, Arizona, 85004 2215 N. 30th St, Suite 205 Tacoma, WA 98403 Architect of record: Contact: Andy Pflueger Darrel K. Adams 253-383-2433 Tahoma Design Group 2215 N. 30th St, Suite 205 Contractor: Tacoma, WA 98403 F.P.H. Construction, Inc. Contact: Jim Carleton 109 Olding Rd. Suite 200 253-284-0255 Bremerton, WA 98312 Contact: Kerry Chamberlin 360-479-4137 PROJECT DESCRIPTION: 7 new metal framed mini-storage buildings OCCUPANCY GROUP: S-1 TYPE OF CONSTRUCTION: II-B NUMBER OF STORIES: 1 CODE EDITIONS: 2009 International Building Code (WAC 51-50); and 2009 International Mechanical Code (WAC 51-52); 2009 Uniform Plumbing Code (WAC 51-56, 51-57); 2009 Washington State Energy Code (WAC 51-11); Dear Kerry, The building design documents for the permit referenced above have been reviewed for conformance with the locally adopted codes along with the Washington State amendments. This review letter contains only those comments related to the Building Department's review and does not reflect any additional needs of any other division or City department. Please review the project data above, and the plan review comments below. It is important that you then follow the instructions for re-submittal following the plan review comments. PLAN REVIEW COMMENTS: 1. IBC 903.2.9 requires that an automatic fire-sprinkler system is required for any building of occupancy Group S-1 that has a fire area that exceeds 12,000 square feet. Building G is Pros.LLC Page 1 of 4 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com approximately 22,000 square feet with no sprinkler system proposed. A fire wall is instead proposed to divide the building into 2 separate fire areas, however, the resultant fire areas are approximately 8235 square feet to the east, and 13,695 square feet to the west, obviously resulting in a fire area that still exceeds 12,000 square feet. Please describe how the requirements of IBC 903.2.9 will be satisfied. 2. IBC 706.6 requires vertical continuity of fire walls to extend a minimum of 30 inches above the roof unless certain exceptions are satisfied. Sheets AS4.1, AS4.2 and Detail 2/AS5.4 do not describe a continuation above the roof, nor is the roof covering described to determine if an exception will apply. Please provide a description and/or details of how the requirements of IBC 706.6 will be satisfied. 3. Sheet AS4.1. In accordance with IBC 1011.1, the path of egress travel shall be marked by readily visible exit signs to clearly indicate the direction of exit travel. In addition, no point in an exit access hallway can be more than 100 feet from a visible exit sign (or manufacturer's listed viewing distance). As such, at each intersection of east-west hallways with the three north-south hallways, directional exit signs are required (3 locations at each). In addition, the easternmost north-south hallway requires a directional exit sign at the intersection with the short hallway providing access to the exit door to the east. (A total of 3 exit door signs and 10 directional signs appear to be necessary to accommodate the proposed layout.) Please clarify the proposed exit signage in accordance with IBC 1011. 4. Sheet AS4.1. Technically, when the (coiling) doors in the fire wall are closed, the east side of building G has only a single exit. (West side has 2 available exits.) In accordance with IBC 1021.2, spaces with one exit are allowed a maximum travel distance (to an exit) of 100 feet. As shown, from the north hallway, by Grid 16 to the single exit exceeds 100 feet. However, to look at code intent, multiple exits are typically required so that no single fire location will block exiting capability. In this instance, if a fire originated near the east exit, making it and the east hallway unusable, realistically, because the coiling doors in the fire wall are held open with a fusible link (as opposed to electronic control by smoke detection), they would still be available to access exits with a fire originating as described. A fire originating where it would trip one or more of the coiling doors would assumedly allow the single exit door to be usable. So realistically, I believe the intent is satisfied as an additional exit path is still maintained (thus subject to a 250 foot maximum exit travel distance in accordance with IBC 1016.1). This is noted here simply for documentation of the issue; assuming the architect is in agreement, no correction is required, however, if the fire wall is relocated (See Comment #1) this issue should be revisited and/or addressed to assure code compliance. 5. Sheet AS4.1 (Building G) Note 5 states that a schematic layout is shown for proposed portable fire extinguishers; however, none are shown on the plan. Please provide all locations of proposed extinguishers in accordance with IBC and IFC Sections 906. (With 2A-10BC extinguishers proposed, and assuming ordinary hazard, the extinguishers are suitable for coverage of up to 3000 square feet each, and must be locate such that no point in (or around) the building is more than 75 feet from an available extinguisher. Please identify all portable extinguisher locations in accordance with IBC/IFC Sections 906. 6. Sheets AS2.1 &AS2.2. Similar to the comment above, portable fire extinguishers are required for buildings A through F in accordance with IBC and IFC Sections 906. Please identify all proposed portable fire extinguisher locations. Energy Code/Mechanical: 7. In accordance with WSEC Sections 1310.1 and 1310.2, a semi-heated building is required to satisfy all of the building envelope requirements of WSEC 1310.1. An exception allows for a building heated by something other than electrical resistance, (and other conditions) to omit wall insulation in PPOs,LLC Page 2 of 4 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com walls that separate the semi-heated space from the exterior; however, all other portions of the building envelope requirements must still be satisfied. The plans indicate roof insulation of R-30 in compliance with WSEC 1310.1 and Table 13-1, but no information is provided indicating the required slab insulation (1,2 and 4/AS5.1) or U-factors of exterior wall door assemblies. Please provide minimum R-10 foundation/slab insulation and exterior door specifications indicating compliance with the WSEC Table 13-1 requirements. (Or provide other information if walls other than the exterior walls are proposed as the boundary between semi-heated and non-conditioned spaces.) A full description of the proposed heat source(s) and identification of heated (or semi-heated) spaces is also required to determine code compliance. 8. Please provide complete mechanical plans indicating all heating equipment, any ductwork, appliance locations, fuel types, gas piping, condensate piping, refrigerant piping, hydronic piping, all system controls, etc., as well as all exhaust system components. Please also be sure to identify how all proposed equipment satisfies the requirements of WSEC Chapter 14. Structural/Geo-Technical 9. Sheet AS5.1. The geo-technical engineer recommends that continuous (wall) and isolated (column) footings should be at least 15 and 30 inches wide, respectively. However, the structural calculations and the details on Sheets AS3.1 (buildings A-F) and AS5.1 (for building G) generally indicate 12-inch wide (continuous) footings, and (for isolated locations in building G) 24-inch wide column footings. By calculation, the footing sizes appear adequate for the imposed loads, however, the discrepancy between the geo-technical recommendations and the structural design should be resolved. (It is noted that the geo-technical report classifies the site soils as class C, whereas the structural engineer utilized a more conservative assumption of site class D for the structural calculations.) 10. The geo-technical engineer recommends a minimum 10-mil vapor retarder/barrier to be placed below the buildings' slab-on-grade floors as well as a specifically prepared sub-grade. IBC 1910.1 likewise requires the installation of a vapor barrier (6-mil min.) below the floor slabs. The foundation details on Sheets AS3.1 and AS5.1 do not identify the vapor retarder or sub-grade preparation. Please clarify the requirements. 11. The geo-technical engineer recommends installation of foundation drains at the perimeter of each building and along the heel of the retaining walls. The construction plans do not depict the foundation drains. Please clarify. Unfortunately, the construction plans cannot be recommended for approval for a building permit until all outstanding issues are resolved. To re-submit plans: Please make the required corrections and/or clarifications and submit a revised electronic copy of the plans (.PDF or .DWF); or, if on paper, two complete sets of the plans clearly identifying all revisions. If the plan sets are re-submitted electronically, then once approved, the electronic set will contain the approval indications and will be returned to the City on two CDs, one copy for the City record, and one copy to be returned to the applicant/architect in order to print off an official "Approved Site Copy" of the plans to be maintained on-site during construction. Electronic plans may be e-mailed to mbarthcodeproswa.com or instructions and passwords may be provided for me to download the revised plans from a FTP site or similar arrangement, or they can simply be mailed on a CD to the address below. Pros,L1C Page 3 of 4 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com To aid in the timely review of the revised plans, please detail all corrections and/or revisions in a cover letter, numbered the same as the comments above. Revisions should be marked on the sheets and noted with a cloud surrounding them or some other method to distinguish the changes. Please also be sure to identify if any other changes are made that are not associated with the plan review corn ments. Re-submitted plans are normally reviewed within ten business days of the receipt of proper and complete revisions in our office. If you have questions or concerns about the review comments, please contact me directly at mbarthCa�codeproswa.com or call me at 360-801-0543. Sincerely, Digitally signed by Michael J.Barth,M.C.P. Date:2013.08.16 11:23:20-07'00' Michael J. Barth, M.C.P. 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