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HomeMy WebLinkAboutCALLOW AVE. N., 332 ',... CITY OF BREMERTON , D.EPARYMENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER DATE ISSUED: 286 Fou'1h St. Bremerton, WA 98337 (360) 478-5275 Fax: (360) 478-5278 ASSESSOR NUMBER: APPLICANT NAME: OWNER NAME: CONTRACTOR: LENDER NAME: 3733-007-033-0004 ELDORADO HILLS WATER INC ELDORADO HILLS WATER INC MENTOR CONSTRUCTION CO. SUBMITTED: 06/30/2004 VALUATION: $6,000.00 $125.25 2211 $81.41 4580 $4.50 0236 Building Permit Plan Review Fee State Surcharge TOTAL FEES: Inspection Requests DCD: Building Inspections L&I: Department of Labor and Industries ZONING: PHONE: PHONE: PHONE: PHONE: CD (360)692-3079 (360)692-3079 ( )377-6879 0- SITE ADDRESS: ADDRESS: ADDRESS: ADDRESS: ADDRESS: 330 & 332 N CALLOW AVE 9481 SILVERDALE WAY NW STE 201 9481 SILVERDALE WAY NW STE 201 5610 KITSAP WAY 004 NEW LOADING DOCK Building Code Edition: Occupancy Group: Type of Construction: Flood Zone: Setbacks: Sanitation Method: Number of Bedrooms: Square Footage: EXPIRATION: 02/09/2005 UBC: 1997 (Front) (Side) (Rear) (Other) Bid Price from Applicant 1 TOTAL (360) 473-5870 (360) 415-4000 Fire Inspections HID: Bremerton, Kitsap County Health District PW: Department of Public Works (360) 473-5380 (360) 337-5285 (360) 473-5270 This permit shall become null and void if the building or work described and authorized by this permit has not commenced within 180 days from the date of issuance, or if this building or work is suspended or abandoned at any time after the work is commenced for a period of 180 days. Obtaining inspections at intervals not exceeding 180 days identifies that work has not been suspended. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be compiied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or localloaw regulating construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy. I have read, and agree to abide by SIGNATURE OF OWNER OR AGENT: PRINTED NAME: I conditions of zoning, building codes, and State and Federal laws. DATE: r:tl t ~/"W04- CONDITIONS City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City regulations does not necessarily ensure compliance with federal or state laws. &- 1. Building Plan Review: Code Compliance-All work in the City of Bremerton shall adhere to the following codes: 1997 Uniform Building Code 1997 Uniform Fire Code 2000 Uniform Plumbing Code 1997 Uniform Mechanical Code 2001 WA State Energy Code 2000 WA State Ventilation Code 1998 WA State Barrier Free Code As of July 1, 2004 the codes will be as follows: 2003 International Codes: International Building Code International Residential Code International Existing Building Code International Fire Code Page 1 of 2 '~'... CITY OF BREMERTON .DEPAR1'MENT OF COMMUNITY DEVELOPMENT PERMIT NUMBER DATE ISSUED: 286 Fourth St. Bremerton, WA 98337 (360) 478-5275 Fax: (360) 478-5278 ASSESSOR NUMBER: 3733-007 -033-0004 ZONING: CD APPLICANT NAME: ELDORADO HILLS WATER INC PHONE: (360)692-3079 OWNER NAME: ELDORADO HILLS WATER INC PHONE: (360)692-3079 CONTRACTOR: MENTOR CONSTRUCTION CO. PHONE: ( )377-6879 LENDER NAME: PHONE: 0- SUBMITTED: 06/30/2004 APPROVED: 08/05/2004 SITE ADDRESS: ADDRESS: ADDRESS: ADDRESS: ADDRESS: 330 & 332 N CALLOW AVE 9481 SILVERDALE WAY NW STE 201 9481 SILVERDALE WAY NW STE 201 5610 KITSAP WAY EXPIRATION: 02/09/2005 International Mechanical Code Uniform Plumbing Code International Fuel Gas Code 1998 WA State Barrier Free Code 2001 WA State Energy Code 2000 WA State Ventilation Code Check For All Washington State Amendments 2. DCD: Approved Plans, Engineering, Site Plan, Permit, and Conditions, Shall remain on site and be available for inspection. 3. DCD: Prior to performing any renovation or demolition work, Puget Sound Clean Air Agency (Clean Air Agency) and Washington Department of Labor and Industries (L&I) regulations require an asbestos survey be performed to determine whether there are asbestos-containing materials in the work area or structure. The asbestos survey must be conducted by and EPA-certified (AHERA) building inspector (except renovation or owner-occupied single family residences). 4. DCD: For more information, please contact Clean Air Agency through their web site at www.c1eanair.org or by phone at 800-552-3565 or 206-689-4058. The L&I web site can be found at www.lnLwa.gov/p- ts/asbestos/as bestos. htm. 5. Locate all buried utilities prior to digging. The property owner shall bear all costs for damage, repairs or necessary relocation of underground utilities due to his activities. 6. Fire: Exits shall comply with Chapter 10 of the 1997 Uniform Building Code. 7. Maintain fire department access MINIMUM INSPECTIONS REQUIRED Inspection requests must be received by 8:00am in order to be scheduled for same day. To request an inspection, please call (360) 478-5275 and be sure to provide your permit number, name on permit, site address, contact phone number, and inspection type. Final Inspection - Fire Foundation Walls Framing Final Inspection - Building Page 2 of 2 Look Up a Contractor, Electrician or Plumber License Detail lw 'it' ';" .'. '~.....' ..!,;;.~~ Page 1 of3 Topic Index Contact Info Claims f1lnsurance Workplace Rights Trades & Licensing :fiDclC1~C1~ or Rule I GetaFormor Publication Look Up a Contractor, Electrician or Plumber General/Specialty Contractor business registered as a construction contractor with LEtI 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 insurance. ' License Information License MENTOCC345LO Licensee Name MENTOR CONSTRUCTION COMPANY Licensee Type CONSTRUCTION CONTRACTOR UBI 181 008077 --'Le.Ljiy-_.cO_JltLas;t.pLELemiumm~tatu~ Ind. Ins. Account Id 21341600 Business Type INDIVIDUAL , Address 1 9481 SILVERDALE WAY NW #201 Address 2 City SILVERDALE County KITSAP State WA Zip 98383 Phone 3606923079 Status ACTIVE , Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6120/1966 :' Expiration Date 7/1712006 1 , Suspend Date Separation Date '. Parent Company , Previous License , Next License Associated License i (, Business Owner Information Name Role Effective Date MENTOR, JOSEPH P OWNER 01/01/1980 https://fortress.wa.gov/lni/bbip/detail.aspx ?License= MENTOCC345LO 8/5/2004 ,j ,. f ,,..,, BDD DOD I 8" Co 50 ~'~~ ::" BBDlf 0117~ fO)~~~UWT~ C~ IJl1 jUN J 0 2004 0 D \s, -r 7 BRtMERTOfII lBUltOlNGDEPARRflfrRMIT CENTER Department of Community Development * 286 4th Street * Bremerton * W A * 98337 (360) 478-5275 * Fax (360) 478-5278 Building Permit Application APPLICANT: IZI OWNER 0 CONTRACTOR 0 AUTHORIZED AGENT Site Address 330-332 Callow Avenue Tax Account Number: 3733-007-033-0004 CONTRACTOR: Owner OWNER Name: Eldorado Hills, lnc, Address: Address: 9481 Silverdale Way, Ste. 201 City, State, Zip City, State, Zip Silverdale, W A 98383 Phone #: ( ) Phone #: ( 360) 692-3079 License # Expir. Date: Authorized Agent Address: MENTOCC345LO Contact Name: Jennifer Mentor Mills City, State, Zip Contact Phone #: ( ) Phone #: ( ) Check the type of application for below: D NEW SINGLE-FAMILY RESIDENCE D NEW COMMERCIAL D NEW DUPLEX D COMMERCIAL REMODEL D NEW MANUFACTURED HOME D COMMERCIAL ADDITION D RESIDENTIAL REMODEL k8J COMMERCIAL REPAIR D RESIDENTIAL ADDITION D NEW MULTI-FAMILY D RESIDENTIAL REPAIR D TENANT IMPROVEMENT IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? D NEW GARAGE/CAR PORT o NEW ACCESSORY BLDG o NEW SIGN o STRUCTURE DEMOLITION o GRADING (Cubic yards: _) o OTHER YES 0 NO k8J Scope of Work Proposed: Replace existing deteriorated loading dock along alley of building and repair alley wall. Square Footage: Dwelling: =o:eer Garage: Permit Fee Valuation Plan Review Fee Co(DOO S/rYI Decks: 50a / ~J-'2S" Surct'lar e Total Fees ij"tSO 2.; / I I . Application for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant showing the circumstances beyond the control of the applicant have prevented action from being taken. No applicant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. APPLICANT'S SIGNATURE: ~.{~,jI\ lviJ10 DATE: (p /':?DJo+ I ( CITY OF BREMERTON DEPARl;MENT OF COMMUNITY DEVELOPMENT Receipt Number: 286 Fourth Sl. Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 BB04 01172 BB04 01172 Building Permit State Surcharge 1/2211 1/0236 $ 125.25 $ 4.50 Total: $ 125.25 $ 4.50 $ 129.75 $0.00 $0.00 Receip.t B000001866 06/30/2004 Plan Review Fee $81.41 BB04 01172 CHECK 3430 $ 129.75 Total: $ 129.75 Page 1 of 1 CITY OF BREMERTON .DEPARTMENT OF COMMUNITY DEVELOPMENT 286 Fourth Sl. Bremerton, WA 98337 (360) 473-5275 Fax: (360) 473-5278 Receipt Number: Total: $81.41 $81.41 CHECK 3340 Page 1 of 1 ~ ~.. VICINITY MAP , - 0 00 0 2: > Oct ~~" .4 ..;;J 6 Pro Design P.O. Box 699 Tracy ton, Washington 98393-0699 Phone & FAX (360) 377-1026 tsBOlJ Ot 1'1,'2- CD LV\. D\s\ 7 , Mentor Company 9481 Silverdale Way, Suite #201 Silverdale, WA 98383 ATTN: Jennifer Mentor Mills Subject: Repair Alley Wall & Loading Dock 3~-33Z-34&N Callow Ave, Bremerton, WA June 30, 2004 As discussed this project replaces the existing deteriorated loading dock along the alley of this building and repairs the alley wall. In the alley wall there are a number of existing window openings and an unknown lateral force system. The proposed renovation creates a defined shear wall 23 foot long which by inspection substantially increases the lateral load capacity of the alley wall. The new loading dock slab has been designed as a free standing concrete flat plate slab supported on cross walls. The new concrete stairs and the dowels to the existing provide the longitudinal resistance sufficient to resist the code forces. The loading dock is designed for a uniform load of 125 PSF or a point load of 2,000 pounds applied over a 30 square inch area. Please call if there are any questions. Yours truly, John G. (Jay) Bartram S.E., P.E. rp~.. i' E"" ~}'W3 ':' ;r,.., '.' ~" 1. ~...::.-.~':.. .' ---,. . (nJ1j~.j ~5~"". r {) 'j io~tieCX Enclosure 3 11 x17 drawings Calculations /#~'-':~1. r.~~~ a <. ~~\t,\ 'US'J JJ(j".~"" 1;\,\:,'\' IUI ....... ~~ .r~"{'\. /~ p.~ 11'<1-", = '<<q{;\ 1/ ~~ V"" '~f.iil~;Jj,f)~ trfi"', 'cf~';... ~ )~."'. ' ,;~':'id cP \ , f_' f1 ii - ~ oJ i:; htt()DD4 ;E ~~ (/'7~ ---------- .-rn lteMit,1I MENTOR CALLOW.xls BUILDING IDENTIFICATION: 340 N CALLOW VERTICAL LOADS ROOF LOADS ROOFING 3.00 ROOF SHEATH 2.00 CEILING LOADS OOF FRAMING WT SF ,PLF 1.50 2.00 3.00 SUBTOTAL ROOF DL 6.50 CORRECTED DL , PITCH, FAC 6.85 4.00 1.05 CEILING LOAD 3.25 TOTAL ROOF DEAD LOAD 10.10 PSF TOTAL ROOF LIVE LOAD 25.00 0.025 CEILING GWB 2.50 TOTAL ROOF LOAD 35.10 0.035 CEILING INSUL 0.00 SNOW SET AT 20 ON 8:12 MECH I ELECT 0.25 FLOOR LOADS Floor finish 1.00 FLOOR 2.50 MECH I ELECT 0.70 PARTITION 0.00 CEILING - (1) 5/8 gwb 2.80 FRAMING 2.00 INSUL 1.00 TOTAL FLOOR DEAD LOAD 10.00 PSF DUR FAC 1.25 ROOF AREA RED LL 20.00 CEIL LL 5.00 FLOOR ARE LL 100.00 BEAM & POINT LARGER Typ DL 10.10 CEIL DL 3.25 Typ DL 10.00 !WALL LOAD DIST MAX MAX MAX TRIB RED LL UNIF UNIF TRIB RED LL UNIF UNIF LOAD LIVE DEAD END CL PT INCH BEAM DESCRIPTION SPAN WIDTH AREA FACTOR LIVE DEAD WIDTH AREA Factor LIVE DEAD PLF LBS LBS a b RXN MOM MOM a DOOR HDR 8.00 6.00 48 1.00 120 61 0 1.00 0 0 180.00 8.00 0 0 0 0.0 TREATED POST 7.00 0 1.00 0 0 0 1.00 0 0 400 3.50 3.50 200 700 700 42.0 Divide by EI UNIFORM TOTALS UNIFORM END RXNS SHEARlRXN MOMENT UNIF PT TOTAL LIVE DEAD TOTAL END RXN LG SMALL UNI LD UL + PT UNIF TOTAL COEF COEF MAX LOAD LOAD LOAD LIVE DEAD LIVE DEAD LIVE DEAD RXN RXN OMENT @ PT I MOM @PT MAX 384*w*L ^4 C BEAM DESCRIPTION PLF PLF PLF I LB LB I LB LB LB LB LB LB CNTR LOAD CNTR LOAD MOM see aisc 8 max DOOR HDR 120 141 261 480 562 480 562 480 562 1,042 1,042 2,085 0 2,085 0 2,085 1E+07 OE+OO 1 E+07 TREATED POST 0 0 0 0 0 200 0 200 0 0 200 0 0 700 700 700 OE+OO 5E+06 5E+06 ALLOW ALLOW ALLOW ALLOW BEAM BEAM BEAM SHEAR REQ REQI BEAR ALLOW REQI DEFL. LENGTH Fb Fv F c per E WIDTH DEPTH AREA S ALLOW SHEAR ALLOW LENGTH MOM ALLOW I DEFL BEAM DESCRIPTION SIZE psi psi psi psi in in in^2 in^4 in^3 H-LB in. DOOR HDR DF #2 4X10 990 95 625 1,600,000 3.50 9.25 32.38 231 49.91 2,050 842 41% 0.48 4,118 51% 0.030 3,206 OK TREATED POST DF #2 4X4 1,260 95 625 1,600,000 3.50 3.50 12.25 13 7.15 776 200 26% 0.09 750 93% 0.247 340 OK STUDS - EXT WITH WIND PLUS AXIAL FIND WIND FORCES TO ARRIVE AT ALLOW AXIAL WIND LOADS WIND: 80 MPH, EXP B, UBe 97 Ce Cq qs I P PRIMARY FRAME 0.76 1.30 16.40 1.00 16.20 PSF USE 16.20 PSF EXT. WallO to 15 feet up. 0.76 1.20 16.40 1.00 14.96 PSF USE 14.96 PSF EXT. WALL - above 15 feet 0.76 1.20 16.40 1.00 14.96 PSF USE 14.96 PSF EXT WALL - DISCONTINUITY 0.76 1.50 16.40 1.00 18.70 PSF USE 18.70 PSF ROOF OVERHANGS - UPLIFT 0.76 2.60 16.40 1.00 32.41 PSF USE 32.41 PSF ROOF UPLIFT 0.76 0.30 16.40 1.00 3.74 PSF USE 3.74 PSF 6/30/2004 Page 1 ..r.. ..eMh... MENTOR CALLOW.x1s 1.30 DURATION ADJUSTMENT 1.33 ~~ ADJ SHEARlRXN SPA STUD WALL HT. WIND FOR WIND LOAD RXN LOCATION DESCRIPTION ft. ft. in. PLF LB VEHICLE DOOR JAMB 4.67 13.50 162.00 53 709 BACK WALL TYP 1.33 13.50 162.00 15 202 REQ UNIF MOMENT ft-Ib 1,196 341 Divide by EI UN IF COEF 5/384*w*L^4 3.9E+07 1.1E+07 ALLOW ALLOW ALLOW ALLOW ALLOW BEAM BEAM BEAM SELECTED STUD Fb Fv Fc per Fc E WIDTH DEPTH AREA S le/d K (le/d)/K F'c J fb STUD DESCRIPTION psi psi psi psi psi in in in^2 in^4 in^3 psi VEHICLE DOOR JAMB (3) 2x6 STUDS 1,310 95 625 1,523 1,600,000 3.00 5.50 16.50 41.59 15.13 29.45 21.75 1.35 553 1.72 949 BACK WALL TYP EXIST OF STUD 1,500 95 625 1,450 1,700,000 1.50 3.50 5.25 5.36 3.06 46.29 22.98 2.01 238 2.95 1,335 Note: Bending due to wind has 1/3 incr. This apply to axial only Note: Roof 125% duration removed from combinations DUR FAC 1.25 FLOOR AREA HALF PER MEMB STRESS fc for Load Comb. WALL AXIAL LOADS ROOF AREA RED LL 20.00 LL 100.00 ht UPPER ROOFI UBC 2303 (f) Stress Typ DL LOAD Typ DL 10.00 WALL WALL DEAD FLOOR SNOW TOTAL DL + LL (1 ) (2) (3) (4) Incr UNIF UNIF UNIF UNIF LOAD LOAD LOAD LIVE LOAD LL on Axial DESCRIPTION SPAN WIDTH LIVE DEAD WIDTH LIVE DEAD PLF PLF RLL WIND W+S/2 W/2+S or Comb VEHICLE DOOR JAMB 4.67 2.00 40 20 0 0 80 468 0 187 187 655 40 28 35 43 1.33 BACK WALL TYP 1.33 2.00 40 20 0 0 40 80 0 53 53 133 25 15 22 28 1.33 0.00 1.33 23.00 460 232 0.00 0 0 0 0 309 0 612 612 921 58 20 44 68 1.33 COMBINED STRESS - UNITY FORMLA RESULTS (1 ) (2) (3) (4) otCode with 5 psf bend SHEAR REQ REQI BEAR ALLOW REQI DEFL. LENGTH D+ FLL+ D+FLL+ D+FLL+ D+FLL+ Req. CASE (2E) 85% DESCRIPTION ALLOW SHEAR ALLOW LENGTH MOM ALLOW IDEFL D+ FLL + D+FLL + D+FLL + D+FLL + D+FLL + Avail Seismic DL FT-LB in. LL WIND W+S/2 W/2+S W+S Axial LB Each VEHICLE DOOR JAMB 1,045 685 66% 0.38 1,651 72% 0.590 275 OK 0.07 0.78 0.80 0.44 0.81 OK 3,210 398 BACK WALL TYP 333 198 59% 0.22 383 89% 1.227 132 OK 0.11 0.96 0.99 0.55 1.02 OK 522 68 Notes: (1) at 100%, except roof @ 125%, all other combinations at 133% FOOTING SIZES AND WEIGHTS FOOT STEM WALL WT/FT top fig bott f(c) 2.50 Percent Red in Mn h b h' b' AREA KLF PLF e1r din bin fig As As' a a' Reinf below min Phi Mn Phi Mn' DOCK SLAB 0.46 1.00 0.00 1.00 0.46 0.07 69 1.50 4.00 12.00 12.00 0.30 0.00 0.71 0.00 0.63% 1.00 59 0 U=1.4D+1.7L U=0.75*(1.4D+1.7L+1.7W) TYPICAL FOUNDATIONS ALLOW FOOT SOIL FOOT WALL TOTAL WALL FOOT POINT POINT POINT TOTAL PT & BR Bearing Span Mu Mu Mu BEARING WIDTH BRIDGE UNIF UNIF UNIF UNIF TOTAL DL LL SW RXN POINT LOAD Length for Uniform Point total Phi Mn LOCATION PSF FT SPAN LOAD DLlplf DLlplf LLlplf LD plf LBS LBS LBS LOAD cI bridg FT oments ft-k ft-k in-k DOCK SLAB 10,000 1.00 10.00 69 0 69 125 194 0 0 0 0 1,939 0.20 10.10 3.15 0.00 38 59 OK 6/30/2004 Page 2 .-r.. .teHhlll MENTOR CALLOW.xls L 10.00 '-k "-k ,..... RAMP DL 90.63 1.40 126.88 M+ WL ^2/1 0 2.97 35.63 . RAMP LL 100.00 1.70 170.00 M- WL ^2/1 0 2.97 35.63 wu 296.88 FDN PRESSURE 190.63 10.00 1.33 1433 PSF AVERAGE MAX SEISMIC ON WALL 2.16 3.00 6.48 FT-K P 11.11 pmax 1.98 KSF < 2.5 KSF e 0.58 SLAB DL 7250 4.00 29.00 b 6.50 BACK WALL 0 0.00 0.00 a 1.33 WALL 1200 4.00 4.80 b/6 1.08 FTG 532 3.25 1.73 TOTAL 8,982 36 8.98 NA 3.96 MR 11.11 2.00 22.22 FOS 3.43 6/30/2004 Page 3 ,,-.,~ "E" EXISTING SHEATHING S "P" PLYWOOD (OSB) SHEATHING ~ "G" GWB - SHEAR NAILED S 1 - ONE FACE - INDICATED ~ 2 - BOTH FACES PANEL PERIMETER NAILING IN INCHES. FOR 8d NAILS =====~~~~~~~~~~~~~~~ :11 I II II II II III: III l(2~2 X~PLATIH: II 1111 -----Inll Ii II III 11:11 IFI 0 B II II III: 8d NAILS @ PANEL PERIM___ IIIII 112 x All 16" 1.11 FI,II 1111 SPACE PER PLAN NOTE ~IIII "' II ~I , 'I~ ~ 1111 IIIII II II II II 1111 IIIII II II II II IIII JAMB STUDS PER PLAN ~III II II II II III, "IN 3 @ HD III II II II II 1111 M . '11111 II II --rr--,I 1111 ::::: N~lE: sllOCK 4L ~EAt~ING JOINTS NAllING-8d @ 12" PANEL INT. 11111 WtRE l~plCATEltlJ SHRAR I~L 8d@X PANEL PERIMETER & OPENI~I II II II II 1111 SIMPSON PHD-2 OR HTT-16" X PER PLAN, 6" MIN SPACING 11111 II II II II III 5/8{& A BOLT EMBEDDED 12 OR 11111 II II I SIMPSON A BOLT SSTB16 TYPiCAl 1111 WHERE ~ NOTED ..11 / (2) #4 HOOK BAR EA HD SHEAR WALL LEGEND AT EXISTING WALL ADD EXP BOLTS TO PROVIDE MIN ANCHORS EMBED MIN 6" INTO CONC WHERE EXIST CONC FDN, DRILL & EPOXY THD ROD MIN 12" DEEP @ HD SEE SCHEDULE BELOW FOR AB, SILL SIZES, AND NAILING REQUIREMENTS TYP. SCHEDULED SHEAR WALL ELEVATION SCALE: NTS SHEAR WALL SCHEDULE WALL SHEATHING DESIG & PERIM NAILING MIN SILL & PERIM NAILING MIN ANCHOR BOLTS @ FDN STUD AT PANEL JOINT PI-6 7/16 1 FACE 8d @ 6" OC 7/16 1 FACE 8d @ 4" OC SINGLE 2x 1/2"{& @ 48" OR 5/8"{& @ 72" 1/2"{& @ 36" OR 5/8"{& @ 48" SINGLE 2x PLATE SINGLE 2x PI-4 SINGLE 2x PLATE IF DOUBLE PLATE, DIVIDE PERIMETER NAILING BETWEEN PLATES PROVIDE STRUCT PL WASHER ON SHEAR WALL ANCHOR BOLTS (NOT REO @ PI-6) WHERE EXIST WALL WITH NEW SHEATHING, PROVIDE EXP BOLTS FOR SILL ANCHORAGE IN ADDITION TO EXISTING. HOLD DOWNS TO BE HAVE EPOXY ANCHORS INTO FOUNDATION AT 12" DEPTH, NO SPECIAL INSPECTION IS REQUIRED MID RAIL TO BE 1/4" GR 30 BRIGHT PROOF COIL CHAIN WITH 5/16" STO JAW THREADED CON ECTOR EACH END. AlL MID RAIL COMPONENTS TO HAVE MIN 1,000 LB LOAD RATING CONNECT TO POSTS USING 3/8" EYE BOLT. PROVIDE MID RAIL CONTlNOUS AROUND PERIMETER (7) #4 TOP LAP 20" AT MID-SPAN 1.5" CLEAR OF TOP (7) #4 BOTTOM LAP 20" OVER WALL, 1" CLEAR OF BOTTOM ~ BROOM OR EXPOSED AGG FINISH. APPLY ACRYLIC CURE & SEAL :z :::::ii THICKEN SLAB TO OBTAIN MIN 1/4" PER FOOT SLOPE FROM BUILDING #4 @ 16 CROSS BAR TYP - PLACE INSIDE OF TOP OR BOTTOM REINF ~K"'.l L{) t -----.. #4@10 HORZ, DRILL & EPOXY MIN 5" INTO EXIST ---"" BUILDING WALL #4@10" VERT CENTER IN WALL HOOK INTO SLAB & FTG ALT HOOK DIRECTION 8" GRADE co .00 [.. J "-4" ~ 8x 16 FOOTING ~ (2) #4 CONT 48~_NIDE LOADING DOCK CROSS WALL SCALE 1/2"=1'-0" @ ~ (.... /--7S1 \ /" J....:/ ~€.~..... .--'\ ~ '-"J \ ..---.,or-:.-' CODE NOTES: EXISTING BUILDING: WOOD FRAME TYPE V-I NON RATED NEW ADDITIONS & MODIFICATIONS: TYPE V-NON RATED BUILDING FLOOR LIVE LOAD: UNCHANGED NEW DOCK 125 PSF BUILDING FLOOR DEAD LOAD - UNCHANGED ROOF DL: 15 PSF. ROOF LL: 25 PSF. WIND: 80 MPH; EXP. B SEISMIC ZONE 3 R: 5.5 SOIL PROFILE: Sd 1=1.0 V=.164 · W NOTES: GENERAl: All new work sholl comply with UBC97, Stote, & Locol Codes SOILS: Design Soil beoring volue 2,000 PSF, wilh 1/3 incr for W & S A1lowoble lolerol sliding coet. = .33, passive 500 psI. SUBGRADE: Subgrode sholl be undisturbed nolive soil or well compacted fill If fill, obloin compaction lesting reporls indicoling 95% compaction or opprovol by lhis office. Excovole for footings ond thickened edges from lhe prepored subgrode. Remove 011 loose soil from excovolions. CONCRETE: 5 Sock/CY wilh moximum w/c rolio of 0.50, 3/4" moximum oggregole. Uoximum slump 4-1/2", use woter reducing ogents 10 mointoin w/c rotio ot slump. I'c=2,500 psi. Ploce using mechonicol vibrotion. CONCRETE TESTING: None required. REINFORCEUENT: All reinforcement 14 ond lorger: Grode 60. 13 reinforcement: Grode 40 or 60 unless noled 10 be GR 60. Provide corner bors ot 011 corners. Lop reinforcement - Closs B. Minimum cover: 3" 10 eorlh for footings, 1-1/2" 10 eorlh for slobs. Exposed to weather 1-1/2". Obloin reinforcement inspection prior 10 plocing. ANCHOR BOLTS: Anchor bolts sholl be diom. indicoted x min. 8 in. embedmen!. Cosl in bolls sholl hove 3" hook or std. head. AJ6 or AJ07. Drilled in odhesive onchors embedded 6" min. moy be substiluled. Adhesive onchor system sholl be ICBO recognized. The following bronds ore preopproved- Rowl Chem-Stud. Hilli HVA, or Simpson ET. Slud to be AJ6 or A307. Insloll strictly per mfg. instruclions. Cure onchors 0 minimum 24 hours before erecting sleel. FIL.;, ......~],\i-;;-.. . .../' ll.";, \:,. \ \J' ,t, ItJ I..h'JI ,,<: 'A\'-" '<. J~ to.;"',,," ~",. "~- ot~ "'f& ""'. ..,r.,,~<.,=.'''(,l''.\nEn 6' ,( !~ l,' -I ,"._jlu' ~ V.'-; f,I"'. ~~ !i I '" n... ,'''':;- "'.~. ,.,~", f.<<> .J'\ \ I e;) Jr. . c, .,~.... ~, ..'~ ~\U7IG 0 5 ,~Oi~ ~. ,....) \ 1- _J ~ '70/'// 8 B-Q-4 ~10 /0, L. -- /' ~ ' ~c\ ') " --L \ '/ .1-) -L J") .' CC0 \/ Pro fJesign J.G. Borlrom, PE P.O. BOX 699 TRACYTON, WA 98.393 (360) 377-1026 ALLEY WALL IMPROVEMENTS 340 N CALLOW, BREMERTON, WA ()(S1CN: ORAWN: JGB TN ClATE: owe. NO: 6/29/04 ," I; EXlS nNC COHeRE T( EXlsnNC ~-1 EXISTING 340 N CALLOW EXISTING BOOK STORE E mm 1m REAR ELEVATION l 1m ~ '" EXISTING WOOD DOCK l) l TO BE REPLACED T '" <> !oJ o Cl z <= III X !oJ EXISTING PLAN SCALE 1/8"-1'-0" EXISTING AlLEY WAlL TO BE RENOVATED EXISTING LOADING DOCK TO BE REPLACED EXISTING ALLEY ELEVATION SCALE 1/8"=1'-0" >- W -1 -1 4: Pro .Design J.G. Bolllom, PE P.o. BOX 699 TRACYTON, WA 98393 (360) 377-1026 ALLEY WALL IMPROVEMENTS 340 N CALLOW, BREMERTON, WA OE:SlCNo ORAWN: TN JGB DATE: owe. NO: 6/29/04 2 . . , , , , I , , NEW 3636 L1DER U=0.4 OR B TTER OPT SECURITY GRILL EXIST WOOD BACK WALL VERIFY EXIST STUDS MIN 2x4 @ 16 DOUG FIR. NEW STUDS 2x4 DF # 1 OR MSR MIN 1,500 PSI. , , , , NOTE 3 \ REUSE EXIST DOORS OR NEW HM DOORS AT OWNER OPTION EXISTING CONCRETE NEW LOADING DOCK SLAB NEW 3636 SLIDER U=0.4 OR BETTER7 OPT SECURITY GRILL PROVIDE TOP & MID CHAIN AT LOADING DOCK 2 LOC LOADING DOCK t 23' -6"+ Pl-4 SHEAR WALL II II tnl-II X :I: II~__________ w-'II: ~ 511: a:: ....... II: WINDOW OK ~ g II: r IN SHEAR WALL I- II: VlII: ~ : :~~~~h1-~;~ SLIDER {[] II FROSTED GLASS :: U=0.4 MAX. OPT II SECURITY GRILL , , I ' , II II I II II II PROVIDE PHD-2 EA END DRILL & EPOXY 5/8"0 BOLT EA END STUD NOTE ,....----~----- , , , , 1:- , , , , .....---------- , , , , , , NEW WOOD RAILING PER CODE J" MIN 42" HIGH, MAX 4" SPHERE NOTE 2 . BOLT POST TO SLAB EDGE ABOVE, EMBED MIN 16" INTO GROUND FILL 8"0 HOLE WITH CONC NEW 1826 SLIDER FROSTED GLASS U=O.4 MAX. OPT SECURITY GRILL EXISTING WALL r NEW SIDING & SHEATH I I I I I I I BACK WALL OF STAIR I I : r 6" UNDER DOCK : : L L-. I I t 8'-0" t 7' -6" I I 'e I I II II N II II II -II II.... II :::2-11 II~ I I "--~~-~---h I_ II 4 10 : ~ II 1:1:::2- 'e I '-____~_____~--J I 1:1:= Nil , II I,I~ -I , I 1:1 :::2-1 : I I' := I r- -----1 r-- ~I " I I I ' I I I =J, I I I _ , I I I I I I I I >- u... ~ w > II II II II.... II~ 11- II :::2- I I := Ilw IZ , , , , , , 10' -a" MAX BETW WALLS NEW 3070 HM DOOR WITH INSULATED CORE ~ NEW 8'x8' INSULATED SECTIONAL DOOR WITH SIDE SEALS. COMPLY WITH ENERGY CODE NEW CONC LOADING DOCK 48" WIDE I : CONC CROSS : / WALL TYP I ~ NEW HR POSTS NEW STAIR SEE SECT ALLEY WALL ELEVATION SCALE 3/16"= l' -a" NEW 36" WIDE CONC STAIR ALLEY PARTIAL ALLEY PLAN SCALE 3/16"= I' -a" LOADING DOCK NEW 36" WIDE CONC STAIR I I I I I ...J t PROVIDE 3/4" GAP IN DOCK FROM EXIST WALL NEW SIDING & SHEATH ON EXIST WALL NEW WP MEMB SUCH AS TORCH DOWN ROOF MEMB, NERVASTR OR SIMILAR 6" MIN ABOVE SLAB TO CONC WALL BELOW WOOD RAILING 36" r ABOVE NOSE 117 "'lllf -1-t+L- -"+I-t- - 2:1ILc -'=II STOP DOCK SlAB MAX 3" FROM ADJ BUILDING NEW STAIR EXIST SEE SECT NEW DOCK CROSS WALL EXTEND 6" UNDER DOCK SLAB, #4@12 HOOKED INTO SLAB CONC STAIR 36" WIDE MAX 7.5" RISE, 11" RUN REINF BOTTOM SIDES AND PLANE BELOW STEPS w/#4 @ 12 EACH FACE MIN 6" BELOW GRADE STAIR SECTION SCALE 3/16"=1'-0" NOTE 1: REMOVE EXIST WINDOW OR DOOR, IN FILL OPNG WITH 2x STUDS @ 16" OC, IF OPNGS DO NOT HAVE DOUBLE JAMB STUDS DOUBLE UP JAMB. TYP NOTE 2: HANDRAIL SYSTEM 4x4 POSTS MAX 10' OC TOP RAIL 2x6 + 2 2x4, WWF w/MAX 4" OPNG 2 2x4 BOTTOM RAIL. 1/2" EPOXY ANCHOR EMBED MIN 5" INTO CONC, NUT & MI WASHER. ALL WOOD TREATED, ALL METAL CORROSION RESISTANT NOTE 3: REMOVE EXISTING SIDING & LAP SHEATH VERIFY EXIST FRAMING NOT DETERIORATED & MAJORITY OF STUDS ARE FULL HI. FILL INSUL CAVITY WITH FULL DEPTH BATT INSULATION. SHEATH BACK WAlL WITH 7/16 OSB OR 1/2" PLYWOOD NAIL PANEL PERIM 8d@6" (8d@12" FIELD) WHERE NOT SHEAR WALL. COVER WITH MIN 15 lB FELT & METAl SIDING INSTAlLED TO BE WEATHERTlGHT Pro IJesign J.G. Bartram, PE P.O. BOX 699 TRACYTON, WA 98393 (360) 377-1026 ALLEY WALL IMPROVEMENTS 340 N CALLOW, BREMERTON, WA DESIGN, DRAWN: JGB TN DATE, owe. NO, 6/29/04 .3 SITE ADDRESS 330 1 Q.S2 C(J~~~ AVE- PROJECT DESCRIPTION ~ EfJ-AcL~O 1l(}IMb- {J ()~K PROTECT THIS CARD FROM THE WEATHER ffl,.{. W~'^'- 6f ~(}vc(aRV Building D Plulnbing D ~Iechanical D Fire Alarm/Sprinkler B[TILDING PER1JfIT INSPECTION CARD DURING INSPECTIONS THE BUILDING PERMIT & APPROVED PLANS SHALL BE ON SITE Permit # BB04 - 01 L L 2... ~@~u @~ ~~U~ For Inspections Call (360) 473- 5870 Approved Date Notes Erosion Control In Place '"' 1 st Foundation Footing '7'7 " lIt -'9-, ~OLI ~x' / Foundation walls '-1 {e.;;' 7 FOUNDATION ) "' DO NOT POUR CONCRETE Plumbing Ground Work PRIOR TO APPROVAL In Slab Mechanical Footing Insulation 2nd PLUMBING Rough In MECHANICAL Duct / Vent GAS PIPE Support / Test / Meter set Hold down connections Shear Panel nailing L&I Electrical Approved Ventilation requirements Framin ~ 3rd FRAMING If pI & 2nd are approved 4th INSULATION sth 6th FINAL SHEETROCK All ofthe above Must be approved Prior to fin al BUILDING WATER MAINTENANCE Grease Trap, Back flow, Alelers PUBLIC rVORKS FIRE Under-floor walls ceiling '" ~yl-l~6f) (,At' V ~ ~ ~ () ::-...... ~ c~~~ t1~ \'Y "~0~ '-l t!-oS 473-5870 473-5927 Driveway 473-5270 Sewer 473-5270 473-5384/5385 ALL FINAL INSPECTIONS COMPLETED DO NOT OCCUpy BUILDING 'WITHOUT BUILDING DEPARTMENT APPROVAL OCCUPANCY VIOLATION IS A l\lISDEl\1EA.NOR - SECTION 305(d) PROTECT THIS CARD FROM THE WEATHER . .:..-~ ,~~ . '. .'"\.' . - - , . .' ~.- ~' . .. ...".. ........,..,.. . ".~ ,. ~ " ). '.:::J::i' / BUILDING ~ERMIT /' 4 219 ~I C/ ~~ City of Bremerton, Washington Phone: (206) 478-5281 OWNER'S VALUE BLDG. DEPT. VALUE PLAN CHECK FEE RECEIPT NO. PERMIT FEE RECEIPT NO. DATE $ 1/ #b Cjj.. 5,1J1u L- $ $ dl/- ~ P()49~ )~/t) - 9- t- OWNER'S NAME ADDRESS PHONE.:;> . ?-b' /s~? CONTRACTOR (OOI9-S / /9-/0 r'h... . -TIJ e. STATE CONTRACTOR'S L1C.# e.O/rJ-<:; ?/'T,P S'?L/ AJ 0 ADDRESS qf7J! /fJ.:h-)(./lffMf-),.--IJ!~~r-,74(c;(J"t'f../) f)f4Z1 PHONE 3t~-4h~7 o RESIDENCE 0 BUSINESS 0 OTHER i!3......NEW 0 REPAIR 0 REMODEL 0 ADDITION 0 DEMOLISH PLANNING I ZONING FIRE ZONE STORIES OCCUPANCY THIS PERMIT ISSUED FOR: ;(;(3:4) ,)! d. t;- ('I, 1#'1-/ /< -........ . , I-I/'J fJ) rn. (--- T $/(//1./) 11(~ j)) /IVt; , OcJt:.L All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating cOl)struction or the performance of construction. INSPECTIONS REQUIRED: Foundation 0 Framing 0 Plumbing 0 Electrical 0 Wallboard 0 FINAL, SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL. FOR INSPECTORS USE ONLY: REINSPECTION: APPROVED' NOT TYPE OF INSPECTION DATE TIME APPROVED COMMENT DATE TIME APPROVED FINAL INSPECTION APPROVED BY Building Inspector ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE OCCUPYING BUILDING OWNER'S SIGNATURE;:i.-O?~~.--7...../...,.,-tt~, BY L/ r t'" - . . Authorized Agent BUILDING DEPT. .e . Nf} 41184 /' Fee $..m__...__.____~l.~:;....um.uu...---....--------.--..u-- Receipt No. __u..m...i2..qu;31.2~?...___...uu.....u.__ /V BUILDING 'PERM IT CITY OF BREMERTON BUILDING DEPARTMENT F. E. IRISH, Building Inspector . ESsex 3.1411, Ext. 36 Owner's Value I Bldg. Dept. rlJ $ c}O () .-- Value I 'DESCRIPTION: Lot Block Additions Address on Job .__~"1:J.~.....n__~'K-P-.!. __~~4f~'::~..nu__un.____ ..__. .u. .um__.____.n ____.m. Date __u.~__"'::__ i? f:..,,-",-.<'2. __u...____.. Building ____m.__...m x m.__..m..__. and 'm'.mmm_ stories .mm_..__.m.__m_. basement. Lot .m.______..___ x .m.m.m____ Front Yard m.m.__n.m.m__n Rear Yard 'm'm'm'.mm'm Side Yard .mhm__...__.nm.. Garage ____..__.__m.m..____m.__ g~~::~~j;;;:~:::::::~~;i::::~:.::::::~:~:4;~:::::::::::::::::::::. A~i"ci";~~~'~'.'.'_'.'.'.~~~~~'.'.','.'.'.'_~~.=~~~.:::::::::::::'Ph'~~~' ~~'.~~'__.'.~'.~'.~'.'.'.~ t Contractor '.__.m.m.__mm__.___.__...u.______..__....m__m.m.m__. Address .mm.__...m__m..._..mmm____.__. Phone __n.__m.m... This permit is issued for: /. ..-... -0' '.' I . '. . __ ,f / ../ ~.',. <~. / ./ .r1_.f ./,) ~z... ,":;:- __/ A~/ _ ~.f, ,,: /t:.___~/ ,4 ,~: -:? .t, .dd (Y' ..,4><" ~~:/,., /.'" ...~>-(~~~: :' .-:-.pt,[-. '?i::~~~::::::~:;~~~(~:.:;:~~~::~:;:.:i::::::::~:::::::::::::::::::::::::::::::: ::: ::: :::::::::::::::::: :::::::::::::::::~~::::::::::::::::::~.::::::::::::::::::::::::: All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. DETACH HERE AND POST THIS SECTION ON JOB INSPECTION - Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected and approved before pouring. All plumbing, wiring and the frame of all buildings must be inspected and approved befo,re covering. Wood preservative to be used on all wo,od against masonry. Ventilate fo'undation and attic. Sepa- rate permits required for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks. ~ - ~ - ~- -.- -- - - - - - - -- --- - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - -.-. - - - - - - - - - -- - - -- - _.- - - - - - - - - - - ~ - - -... - - - - - -- - - - - - - - - ~ - -- - - - - - - -- - - - - - - -- - ~ -- - - -- - ~ - - - - -- - - -- - - - - - - - -- - -- - - -~ - -- ~ - - - -- --- - - - - -- -- -- -- - - - - - - -- - - -- - - -- - - - - - - --. - -- - - - - - - - - - -- - - - -- - - - - - - - - - - -- - - -- - - -- - - - - - - - - - ~ -- - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - -.- - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- - - - - - - -- - -- - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - -- - - - - - - - - -.- - - -- - - -- - - -- - - -- - - -- - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - -- - - - - - - -- - - - - - - - - - - -- - - -- - - -- - - -- - - - - - - - -- - - - - - -- - - -- - -- - - - -- - - --- - ~ -- - - - ~ - - - - - - - - - - - - - - - - - -- - - ~ - - - - - - - - -- - - - - - - - - - - - - - --- - - - - - - - - - -- - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - -- - - -- - - -. - - - - - --- - -- - - - -- -- --- - - -- - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - -- - - -- - - -- - - - - - - -. - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - -- ~ - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - ~- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - -- ~ - - - - - - - - - - - - - - - - - -- - - - -- - - -. - -- - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - -- - - - - - - -- - - -- - - -- - - - - - - - - - - -- - -- ---------------------------------------------------------------------------------------------------------------------------------------------------.-------------.-------------- ------------------------------------------------------------.------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- r--- :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::7 / ................................... --........ -.... .;:.... -......--.. -................... ...................00.................................. n............-; ~ J ,~,~/ l; I /' . / Owner's Signa turc.d I// .~{:~:~__:1. !':~"":~.<:_?~'~_____.. __ __ __ By moo u.__.. __...... u __... __.m u.__. no m u.u __... (' His Authorized Ag1nt ,I "" 1: - / Building Inspector . __ ....00 .c'/t __ .J:::;. ."...\ __:"t.:-:::c~ -'m __ __.... 00 ,'m /? J / By m ~u ~m~ ~m m ~ ~&?:~ ~~~~ ~~ uu ~ uu ~ uu ~~Z i ~ ~DF , , N9 40782 1/ ~ . /9'7,:) 7 Fee $____________:_____________________________________________________ ____ ReceIpt No. __..______________________________________________________( BUILDING PERM IT CITY OF BREMERTON BUILDING DEPARTMENT F. E. IRISH, Building Inspector . ESsex 3-1411, Ext. 36 lpeb57Na{h~ I Bldg. Dept. .'? A _ 60 $ -";(../U -,- Value I DESCRIPTION: Lot ' Block Additions Address on Job __S.~.6-___m.T'.i!,_!{2_~dL. ..' (:JJ.!!-~~~!/:/. __.__.... n... ____.___.__ .... mm Date .______,~'?u_:_:./..~.:_:n?J2.________ Building __.._________m x .__mm____... and U__U_____.h__ stories ___m.___...m_nm.. basement. Lot ____.m.mm_ x ___.____________ Front Yard .m___m__._______m. Rear Yard m._________m.mm_ Side Yard ___.___..___._______.___ Garage .______...______.__m._mm g~~~ra~~di~~~:;:::::e44~:::::~j~;~~:;::::::::::::::::.Ad-d.;~.~~. :~:....._..........:._:....::._.__~~~~.::::::::::::: .Ph~.~~.:..-.::....:::-_::-_....: Con tractor __ ..____m.. h .____.m______________. m _m m ____ __ __ __m m.m Address .____m...m_..____.m__ m m..... n.n. Phone .__ ..m.. _____._ This permit is issued for: .L . _..,0 /L'. _.t~r.<,u~~~ - .. ---':--::::_:-:::_::::::~~::~:~:-~:~~?::~~:::_:::::::-:::: All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. , DETACH HERE AND POST THIS SECTION ON JOB INSPECTION - Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected and approved before pouring. All plumbing, wiring and the frame o,f all buildings must be inspected and approved befo,re co'vering. Wood preservative to be used on all wo,od against masonry. Ventilate foundation and attic. Sepa- rate permits required for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks. :::::::::o/e:::;;~{!:d::A~:;~!:::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: - ~ - - - - - -- - - - - - - - - - -.- - - - - - - - - - - -- - - -- - - - - - - -- - - - - - - -- - - -- - - - - - -.- - - -- - - - - - - - -- - - - - - -- - - - - - - - - - _.- - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - -- - - - ~ - - -- - - - - - - - - ~ - - - - - -- - - - ~ - -- - ~ - - - - - - - - - -- - - - - - - -- -.. - ~. - - - - - - ~ - - - - - -- - - - ~ - - - - - - - - - - -- - - - - - - -- - - -- - - -- - - -- - - - - - - - - - - - - ~ - - ~ - - - - - - - - - - - - - - -- - - - -. - - - - - - - - - - ~ - - - - - - -- - - - - - -.- -. - ~ - - - - - ~ -~ - - - - - - - - - - -- - - - - -. - - - ~- - - - - - - - - - - - -- - - - - - - - - -. - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- - - - - - - - - - - - - - - - - _. - - - - -- - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - -- - ~ - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- -.- \:::_:::-::::::::::::::::::::::::::::::::_:-::::::::::::::::::::::::::::::::::::_::::-:::::_::::::::::::::_::::_::::::::::::::::_::-:::-:::::::::::::::- - - - - - - - -- - - - - - - ~ - - - -- - - - - - - - - - - - - -. -- - ~ -- - - - - - - - - - - - - - - ~_. - -. - - - ~ - - -- - - --. - - - - - - - - - -- - - - - - - - - - - - - - - - - - ~ - _. - - - - - - - - - - - - - - - - - - - - - - ~ - - -- - -. - - - - -. - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - -- \..... _...... _........ _.. _...0... _ 0.. _.... _.... _.' _.. __. __ _ _ _.. _.' - _.... _. _..... _. 0 _... -. _. _.. _. _.... _. _. _ _..... _.. _ _. _ o. _...... n _ _ _ _......._......... _ __.. _' _.... _ _... n.... _ _, - - - - - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - -:- - - - - -;; - - - - - - - - - - - - - - - - - - - -.'; - ;;~7 - - -: - - ~ i'- -- - - -;. -. - - - - -. - - - - - - - - - - - - - - - - - - - ~ - - - - - - -- - - - - - - - - - - - - - -. - -. - - - - - - - - - - - -.- - ~ - - - - ~ - - - - - - - - -- - - - - -- \ {, . .. , I r .. =" :;;:f;I Owner's Signa tu re(>,:;::_~'. [(,~::(:.~:o::__/.: ._.-!_ ___ ._x! ." l_fl.. _.. By _. _.._ __. __._ _. __.. _... _.. _ _. _. _.._._.. _. _... _. ......_ __. _... __._ _... ..___._. - \ '-..-- ........~_. L.,~ . His Authorized Agent aJ1 ~ L I Building Inspector _.. __ c: m'. _ _G.!n _. _ LV~~_~!:c.,!.._. m._.. __._ _. __ __ __ __ _u _._.. m. u__ ___. _Om By u.. h ___. _.__ m. _/;~r:l-.:_. 'h.m m____ __ __. ____.m __ __ __' __ ._.. _h. ___ ____ n_n_ /_0' If' . .\ / N? 37702 Fee $....____.,.":";:-_~,;;:_::::_..........___.mm__m.m_m...._. Receipt No. .'9):.~~/__m__mmmm_____.__._.._..__. BUILDING PERMIT CITY OF BREMERTON BUILDUI(G DEPARTMENT F. E. IRISH, Building Inspector . ESsex 3-1411, Ext. 36 ~ / owne:~s Value I Bldg. Dept. Value I DESCRIPTION: $ cf 00 I I Lot Block Additions Address on Job _...2~;L0.(m{~!n&J~l4r-dC_-'____m_____m__m_m____mmm________m-\-m Date m____~1._7n_5!::.m__n196_~ Building _mmm_m__ x ________________ and m_________m_ stories _:____________mn__m base~~mm--mn:- x ____m_m_m_ Front Yard mm_______.___m____ Rear Yard _______m______________ SIde Yard mm______m_________ Garage _mm_m__m_______mnm_ g~C:~~~;~k::: ~~Q~f;~~; :i~::: :::: ::::::: ::::::::: :::::: -A dd ~~~~n ::: :::: :::-_::: ::::::: _~~~~ ~~_-~~ ~~_-~ ~~~~~nph~~~:::::::::::::::: - y' < Con tractor _ _ _ {(]/ t_~_._. _~_-!_~_ E::.. _ __ _ _ _ n _ _ n _. _. _. n. _ _ _ _ n Add ress _ _ _._. _ __ __ __ _ _ _ _ _ _ __ _. __ _ _ __ _ _ _ __ _ __ m 00 _ _ Phonem__ mnm n' - \.. ," .t-f~ This permit is issued for: I" f :::::::::::::::::::::::::::: 42::~:: ~;7::::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: /1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 -[.7 - - - - - - - - -- - - - - -- - - - - n - - - - - - - - - - n - - - - -- - - -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ - - - - 00 - - - - - - - --. All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. DETACH HERE AND POST THIS SECTION ON JOB INSPECTION - Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected and approved before pouring. All plumbing, wiring and the frame of all buildings must be inspected and approved before covering. Wood preservative to be used on all wood against masonry. Ventilate foundation and attic. Sepa- rate permits required for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks. - - - - - - - - - -.... -...... -.... -.... - -.. - - -.. -.... -...................................................................... -............................ --.......-.... -.. -.......................................................................................................................... --.... -- - - -- - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - _.. - - -- --- .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 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