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HomeMy WebLinkAboutBLD10-067City of Port Townsend Development Services Department Correction Notice PERMITNUMBER {| Q- OG‘) OWNER | JOBLOCATION _\¥ 9le Log pn Sk, Inspection of this structure has found the following violations: 4, Yaa mos VWandvall @ Prank sheps See (cles Slogue exting eX \ a — z-\ Hig Seal Ltidvass = Deh s . / \ alse Yost Laman, TLL bi ye We ter/ Tfems ) $ 2 complet? FAL 2/20/11 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. \ al Lia Date la-q- tO Inspector I\ \C val DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE CONSTRUCTION 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. PARCEL NO. 948318407 PERMIT NO. BLD10-067 ISSUED DATE 04/13/2010 EXPIRATION DATE 10/10/2010 ADDRESS 1136 LOGAN ST CONSTRUCTION TYPE V-B = OCCUPANTLOAD OWNER KATZENBERGER CARL J PROJECT DESCRIPTION Remodel deck, windows, exterior doors & upstairs bathro: CONTRACTOR OWNER BUILDER LENDER INSPECTION INSP JATE COMMENT INSPECTION INSP DATE COMMENT SETBACKS SURVEY PIN Sie VisiT QCA fol STHIMA Ace 6/4 [1d FOOTING FRAMING ‘} a PLUMBING NR | 4/23/10 MECHANICAL 4 - INSULATION K GWB MISCELLANEOUS FINAL BLDG./C OF O Rear Deus 3 Brins Ge AI-LE WHE TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. PERMIT # PAD (O-O G7 CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG DATE RECEIVED 3° @l* [6 SCOPE OF WORK: _KRamodile reclace deck, perch + steers OWNS. Zemove UPStours Wwethnnrom ,- Fo~ Window « Frames, extenone pugsmngov® voOrARA {oda And re Place Win new Wall = SFyrchure'S Would meet /0 DATE ACTION INITIALS 2.4). (O | ENTERED INTO CHET MW BY B-Bl- tO CHECKED FOR COMPLETENESS MYX aT Called Me rate eye Sip lc Garxye to enl exishae pick towed the Sheet, ‘Ropaiv , yy 3 enw sr Gir lame t propery Lire os ts S170 tLe’: edi ap ask’ nkighbas_f have any Sv pins, He set back wus ‘ hier oS te provi de Sole Y- cife por krop aes o Croat of Gawye ? whot if e's oy efi lonp + noogs (7 2? close /ekish ~ ‘42-10 Mic. Was LX Plorned : noxt +b hese: [ Ayo Sleps = = 7 Feet se Viah p= = pay. line _pyrkal ly Close, to S y but word moet setback it (7° lis accv@k, ENT Shee parkire Vi hont of Jarage | — 0. Y. 6 (O Aun yeuleud Comp lates —— Zoning: RE Setbacks OK? Font kK hove Scalos at Woot 11 fran prog he _ Lot Size: Rep la cyt of ‘Porch oo! Xb'll’ sha ld be within Ws of Building Size: No Chore Fo &xteriar 2x wt, Qacch + declegn rea, re Lot Coverage: oto 4 Y2+ 240 = /222 ~ Soo0 = 17% FAR OK? Ues Height OK? CL x a Parking OK? 1 Car garopo f | Space in Wat of gocape *) {ear Critical Area? Not Meapyted , eee Demo? No r* Calted ose to init ft d eep Historic Rev? Ts hs a Notice to Title? YR OONE. Lots of Record? VY CHaig= no ra Like New poh = a da = exrshnp = 2 getback | if rec), BU DING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-067 Permit Type Residential - Addition/Remodel Project Name Remodel deck, windows & bathroom Site Address 1136 LOGAN ST Parcel # 948318407 Project Description Remodel deck, windows, exterior doors & upstairs bathroom Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Katzenberger Carl J Owner Katzenberger Carl J Contractor Owner Builder 0- STATE exempt 12/31/2010 Fee Information Project Details Project Valuation $1,760.00 Entered Bid Valuation 1,760 DOLL PLAN REVIEW DEPOSIT 150 150.00 Wale 1 Heat Type: ELECTRIC BBH PLAN REVIEW REFUND 150 -150.00 Bedrooms: 3 Construction Type: V - B PLAN REVIEW DEPOSIT 50 50.00 Bathrooms: 2 Occupancy Type: R-3/U-1 PLAN REVIEW REFUND 50 -50.00 Building Permit Fee 209.25 Plan Review Fee 136.01 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.00 Record Retention Fee for Building 10.00 Permit | Total Fees 364.76 Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. | *** 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 the property or authorized agent of the owner. Print Name LYRL KAT LEW BERGER Date Issued: 04/13/2010 MWAY Date Expires: 10/10/2010 Issued By: Signature Cn PiBper forge — Date 7 VFO _ C7 a genpmtrinspecthist bathroom 1136 LOGAN ST Rick Taylor Rick Taylor Rick Taylor Rick Taylor Michael Hoskins Michael Hoskins Rick Taylor Rick Taylor Fred Slota Inspection History Application # BLD10-067 FRAMING PLUMBING MECHANICA L INSULATION GWB MISCELLANE OUS MISCELLANE OUS MISCELLANE OUS SITE VISIT MISCELLANE OUS FINAL BLDG./C OF O 9 9g Building - Framing Inspection Plumbing - DWV - RI Mechanical - Equipment Insulation Gypsum wall board nailing Inspection Building - Miscellaneous Inspections Building - Miscellaneous Inspections Building - Miscellaneous Inspections Site Visit Building - Miscellaneous Inspections /Certificate of Occupancy pection 04/23/2010 04/23/2010 04/23/2010 04/23/2010 10/07/2010 09/13/2011 06/04/2010 06/29/2010 03/30/2011 Page 1 Reportrunon July 5, 2016 4:32 PM ~ PEND NEEDS TO BE CALLED | WANT HIM ON SITE. APP APP APP APP PEND Pl See correction note in file dated 10/7/10. APP Rear deck and stairs OK APP Q&A for stairs. APP Door and window questions. APP Items #1 and#3 complete from correction note that was left on 10/7/2010 by Michael Hoskins. FS PEND ID) ECGedV Pecaus- 22 OSD De eicomem Services . 260 Madison Street, Suite. - Www. city fpt. #610. Residential Building Permit Application Project Address: Legal Description (or Tax#) | Office Use Only 136 LOCKN _STREET Addition: E/SEVBE/S ee Zoning: KES(pEVT7AL ¥~\\ Block: /§4 Parcel# SYP SLE AO7 Lot(s): 7 C4ESS So. 20.60' § (AL4) Project Description: KEMOOVEL BY RELA CUE DECK PORCH + STEPS, Wi DOWS + ERAYES , EXT DookKS, REMSVE VPSTAIRS BAT OOM FIATVAES) WINDOW, (ROTTED WALL AND REVIACE witht NEW Wake Gs _ FTES, Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Property Owner/Applicant: Building Information (square feet): Name:_CArA KATZEA/BERGER 1" floor 7OZ Garage: _ 33 F Address: AS SG HANCOCK STREE a gn floor JO of fa) Carport: City/StiZip: AORT TouwsEwo, WA PS36P 3" floor Other: Phone: Email: 360-385-7273 Basement Contact/Representative: PIGISHOE —____.. MIAfItistieth Name:_ (gRxs AAT ZEW BERCER Decks / Porches Phone: 360-335-7273 Covered: Uncovered ill Email: Heat Type: SPACE FERTERS Santee 3 6 Electric ~ Heat Pump Other ontractor: ame as Owner Name: “i Total: #Bedrooms_.3 _ #Bathrooms Z Address: City/St/Zip: Size of lot__$ O00 Square feet Total Lot Coverage (Building Footprint):* Phone: Square feet: /OHO % 1/3 Email: Impervious Surface:* State License #: Exp: Square feet: 70 4/O*Total existing & proposed City Business License #: Lender Information: What year was the structure built? #773 Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: NAA Any known wetlands on the property? Y > Project Valuation: $ 12,000 Any steep slopes (>15%)? Y QW) If work includes demolition, see Page 2. | 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 permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: CALZ KATZEWVBERCES Signature: Cel Ash begs Date. MAACH a RO/0 Page 1 of 2 - 1/4/2010 -OVER- RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. 0 Residential permit application. 0 Washington State Energy & Ventilation Code forms 0 Two (2) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: 0 A site plan showing: 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On-site parking and driveway with dimensions 5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site 6. Street names and any easements or vacations 7. Location and diameter of existing trees 8. Utility lines 9. If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers 0 Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting 0 Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing 0 Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation OC Exterior elevations (all four) 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 0 If engineered, one set of plans must have one original signature 0 For new dwelling construction, Street & Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 1/4/2010 -OVER- 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 | 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 isan Equal Opportunity and Af Affirmative Action employer. The tment complies with all federal rules. a and regulations and shall not discriminate on-the basis of race, ma] } national origin, sex, i religion or disabili regulations or statutes. La er 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. Requirements Consumer protection Washington state law requires all contractors The contractor registration law exists to to be registered. General contractors must protect consumers from incompetent and/or maintain a $6,000 bond and specialty fraudulent contractors. contractors must maintain a $4,000 bond. Requiring contractors to be bonded gives (Specialty contractors are those who participate in no more than two trades and do not subcontract work to other contractors.) consumers some financial protection against unsatisfactory or incomplete work. Dissatisfied consumers may take civil action to obtain It is against state law for any contractor to restitution by taking action against a contractor’s submit bids or perform any contracting work bond in Superior Court. without being registered with the Department The law also requires contractors to carry of Labor and Industries. It also is illegal for contractors to advertise without including their 12-character contractor registration number in the advertisement. 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. . a a 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. po r e OL w0 g ga s n ar p jo Ai q i s u o d s a s 39 9 3 O€ = Yo u r | Jo q w / A \ WI 0 I S JO I A \ DI S V A \ TO C A me r e : = y ee Receipt Number: BLD10-067 948318407 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 BLD10-067 948318407 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-067 948318407 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-067 948318407 Building Permit Fee $209.25 $209.25 $0.00 BLD10-067 948318407 Plan Review Fee $136.01 $136.01 $0.00 BLD10-067 948318407 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-067 948318407 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD10-067 948318407 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $314.76 10-0310 03/31/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-067 CHECK 2 $ 314.76 Total: $314.76 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-067 948318407 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 Total: $50.00 CHECK 4876 $ 50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 Receipt Number: 11-0247 | Receipt Date: 05/05/2011 Cashier: MWAY Payer/Payee Name: Carl Katzenberger | Original Fee Amount Fee Permit # Parcel Fee Description Amount Paid Balance BLD10-067 948318407 §PREREVI!” $50.00 $50.00 ~ $0.00 Total $50.00 Pee ee v3 Previous Payment History | Receipt # Receipt Date ee Fee Description Amount Paid Permit # — 10-0351 04/13/2010 Building Permit Fee $209.25 BLD10-067 10-0351 04/13/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-067 10-0310 03/31/2010 PLAN REVIEW DEPOSIT 50 $50.00 BLD10-067 10-0351 04/13/2010 PLAN REVIEW REFUND 150 -$150.00 BLD10-067 10-0351 04/13/2010 PLAN REVIEW REFUND 50 -$50.00 BLD10-067 10-0351 04/13/2010 Plan Review Fee $136.01 BLD10-067 10-0351 04/13/2010 Record Retention Fee for Building Permit $10.00 BLD10-067 10-0351 04/13/2010 State Building Code Council Fee $4.50 BLD10-067 10-0351 04/13/2010 Technology Fee for Building Permit $5.00 BLD10-067 | Payment Check Payment _Method Number Amount “CASH NA $50.00 Total: $50.00 genpmtrreceipts Page 1 of 1 For SI: r) 1 inch = 25.4 mm. REQUIRED DEPTH MUST OCCUR 12 IN. FROM EDGE 6 IN. MIN AT EDGE Figure R311.7.4.2(2) WINDERS USED FOR CIRCULAR STAIRWAY FILE © FL O O R S TA B L E R5 0 2 . 2 . 2 . 1 \ FA S T E N E R SP A C I N G FO R A SO U T H E R N PI N E OR HE M - F I R DE C K LE D G E R ! AN D A 2- I N C H NO M I N A L SO L I D - S A W N SP R U C E - P I N E - F I R BA N D JO I S T = % 9 | (D e c k li v e lo a d = 40 ps f , de c k de a d lo a d = 10 ps f ) : JO I S T SP A N 6’ an d le s s : | 61 ” to 8’ | 8' 1 " to 10 ’ 10 ° 1 ” to 12 ’ 12 ° 1 ” to 14 ’ Co n n e c t i o n de t a i l s 14 ° 1 ” to 16 ° | 16 ’ 1 ” to 18 ’ On - c e n t e r sp a c i n g of fa s t e n e r s * ~ '/ , in c h di a m e t e r la g sc r e w wi t h '% / 5 ) in c h ma x i m u m sh e a t h i n g * 30 oa d 18 5 8 u 10 - '/ , in c h di a m e t e r bo l t wi t h '5 / , , in c h ma x i m u m sh e a t h i n g 32 36 36 34 29 24 21 19 '/ . in c h di a m e t e r bo l t wi t h '5 / , , in c h ma x i m u m sh e a t h i n g an d '/ , in c h st a c k e d wa s h e r s ” al % | = a” a - fe Fo r SI : 1 in c h = 25 . 4 mm , | fo o t = 30 4 . 8 mm . | po u n d pe r sq u a r e fo o t = 0. 0 4 7 9 k P a . a. Th e ti p of th e la g sc r e w sh a l l fu l l y ex t e n d be y o n d th e in s i d e fa c e of th e ba n d jo i s t . b. Th e ma x i m u m ga p be t w e e n th e fa c e of th e le d g e r bo a r d an d fa c e of th e wa l l sh e a t h i n g sh a l l be '/ , ” . c. Le d g e r s sh a l l be fl a s h e d to pr e v e n t wa t e r | fr o m co n t a c t i n g th e ho u s e ba n d jo i s t . d. La g sc r e w s an d bo l t s sh a l l be st a g g e r e d in ac c o r d a n c e wi t h Se c t i o n R5 0 2 . 2 . 2 . 1 . 1 . e, De c k le d g e r sh a l l be mi n i m u m 2 x8 pr e s s u r e - p r e s e r v a t i v e - t r e a t e d No . 2 gr a d e lu m b e r , or ot h e r ap p r o v e d ma t e r i a l s as es t a b l i s h e d by da r d f, Wh e n ' s o l i d -t r e a t e d de c k le d g e r s ar e at t a c h e d to a mi n i m u m 1 in c h th i c k en g i n e e r e d wo o d pro d u c t (s t r u c t u r a l co m p o s i t e lu m b e r , la m i - na t e d ve n e e r lu m b e r or wo o d st r u c t u r a l Pa n e l , ba n d jo i s t ) , th e le d g e r h sh a l l be de s i g n e d in d wi t h pt e d en g i n e e r i n g pr a c t i g- A mi n i 1 x 9' / , Do u g l a s Fi r | d ve n e e r lu m b e r ri m b o a r d sh a l l be pe r m i t t e d in li e u of th e 2- i n c h no m i n a l ba n d jo i s t . h. Wo o d st r u c t u r a l pa n e l sh e a t h i n g , gy p s u m bo a r d sh e a t h i n g or fo a m sh e a t h i n g no t ex c e e d i n g 1 in c h in th i c k n e s s sh a l l be it t e d . Th e ma x i m u n t di s t a n c e be t th e fa c e of th e le d g e r bo a r d an d th e fa c e of th e ba n d jo i s t sh a l l be 1 in c h . = ae Gl a c e ve e r s HO L D - D O W N OR SI M I L A R TE N S I O N DE V I C E F I L E C O P Y Fo r SI : 1 in c h = 25 . 4 mm . FI G U R E 50 2 . 2 . 2 . 3 DE C K AT T A C H M E N T FO R LA T E R A L LO A D S CH A P T E R 5 FL O O R S R5 0 2 . 2 . 1 Fr a m i n g at br a c e d wa l l li n e s . A lo a d pa t h fo r la t e r a l fo r c e s sh a l l be pr o v i d e d be t w e e n fl o o r fr a m i n g an d br a c e d wa l l pa n e l s lo c a t e d ab o v e or be l o w a fl o o r , as sp e c i - fi e d in Se c t i o n R6 0 2 . 1 0 . 6 . R5 0 2 . 2 . 2 De c k s . Wh e r e su p p o r t e d by at t a c h m e n t to an ex t e - ri o r wa l l , de c k s sh a l l ' be po s i t i v e l y an c h o r e d to th e pr i m a r y st r u c t u r e an d de s i g n e d fo r bo t h ve r t i c a l an d la t e r a l lo a d s as ap p l i c a b l e . Su c h at t a c h m e n t sh a l l no t be ac c o m p l i s h e d by th e us e of to e n a i l s or na i l s su b j e c t to wi t h d r a w a l . Wh e r e po s i t i v e co n n e c t i o n to th e pr i m a r y bu i l d i n g st r u c t u r e ca n n o t be ve r i f i e d du r i n g in s p e c t i o n , de c k s sh a l l be se l f - su p p o r t i n g . Fo r . d e c k s wi t h ca n t i l e v e r e d fr a m i n g me m b e r s , co n n e c t i o n s to ex t e r i o r wa l l s or ot h e r fr a m i n g me m b e r s , sh a l l be de s i g n e d an d co n - st r u c t e d to re s i s t up l i f t re s u l t i n g fr o m th e fu l l li v e lo a d sp e c i f i e d in Ta b l e R3 0 1 . 5 ac t i n g on th e ca n t i l e v e r e d po r t i o n of th e de c k . R5 0 2 . 2 . 2 . 1 De c k le d g e r co n n e c t i o n to ba n d jo i s t . Fo r de c k s su p p o r t i n g a to t a l de s i g n lo a d of 50 po u n d s pe r sq u a r e fo o t (2 3 9 4 Pa ) [4 0 po u n d s pe r sq u a r e fo o t (1 9 1 5 Pa ) li v e lo a d pl u s 10 po u n d s pe r sq u a r e fo o t (4 7 9 Pa ) de a d lo a d ] , th e co n n e c t i o n be t w e e n a de c k le d g e r of pr e s s u r e - pr e s e r v a t i v e - t r e a t e d So u t h e r n Pi n e ; in c i s e d pr e s s u r e - p r e - se r v a t i v e - t r e a t e d He m - F i r or ap p r o v e d de c a y - re s i s t a n t sp e c i e s , an d a 2- i n c h (5 1 mm ) no m i n a l lu m b e r ba n d jo i s t be a r i n g on a si l l pl a t e or wa l l pl a t e sh a l l be co n s t r u c t e d wi t h '/ , - i n c h (1 2 . 7 m) la g sc r e w s or bo l t s wi t h wa s h e r s in ac c o r d a n c e wi t h Ta b l e R5 0 2 . 2 . 2 . 1 . La g sc r e w s , bo l t s an d wa s h e r s sh a l l be ho t - d i p p e d ga l v a n i z e d or st a i n l e s s st e e l . R5 0 2 . 2 . 2 . 1 . 1 Pl a c e m e n t of la g sc r e w s or bo l t s in de c k le d g e r s . Th e la g sc r e w s or bo l t s sh a l l be pl a c e d 2 in c h e s (5 1 mm ) in fr o m th e bo t t o m or to p of th e de c k le d g e r s an d be t w e e n 2 an d 5 in c h e s (5 1 an d 12 7 mm ) in fr o m th e en d s . Th e la g sc r e w s or ba l t s sh a l l be st a g - _ ge r e d fr o m th e to p to th e bo t t o m al o n g th e ho r i z o n t a l ru n of th e de c k le d g e r . ~ R5 0 2 . 2 . 2 . 2 Al t e r n a t e de c k le d g e r co n n e c t i o n s . De c k le d g e r co n n e c t i o n s no t co n f o r m i n g to Ta b l e R5 0 2 . 2 . 2 . 1 sh a l l be de s i g n e d in ac c o r d a n c e wi t h ac c e p t e d en g i n e e r - in g pr a c t i c e . Gi r d e r s su p p o r t i n g de c k jo i s t s sh a l l no t be su p p o r t e d on de c k le d g e r s or ba n d jo i s t s . De c k le d g e r s sh a l l no t be su p p o r t e d on st o n e or ma s o n r y ve n e e r . R5 0 2 . 2 . 2 . 3 De c k la t e r a l lo a d co n n e c t i o n . Th e la t e r a l lo a d co n n e c t i o n re q u i r e d by Se c t i o n R5 0 2 . 2 . 2 sh a l l be pe r m i t t e d to be in ac c o r d a n c e wi t h Fi g u r e R5 0 2 . 2 . 2 . 3 , Ho l d - d o w n te n - si o n de v i c e s sh a l l be in s t a l l e d in no t le s s th a n tw o lo c a t i o n s pe r de c k , an d ea c h de v i c e sh a l l ha v e an al l o w a b l e st r e s s de s i g n ca p a c i t y of no t le s s th a n 15 0 0 po u n d s (6 6 7 2 N) . R5 0 2 . 2 . 2 . 4 Ex t e r i o r wo o d / p l a s t i c co m p o s i t e de c k bo a r d s . Wo o d / p l a s t i c co m p o s i t e de c k bo a r d s sh a l l be in s t a l l e d in ac c o r d a n c e wi t h th e ma n u f a c t u r e r ’ s in s t r u c t i o n s . 11 1 067) _ Neviecewe fe Mick fllin (Lima 4+BL Do 4-25 —y) D [L A IE APR 18 2011 i CITY OF PORT TOWNSEND NO T I C E : Pl a n s ar e ap p r o v e d ex c e p t i n g an y er r o r s or om i s s i o n s . Al l wo r k mu s t pa s s in s p e c t i o n in co n f o r m a n c e wi t h al l ap p l i c a b l e co d e s an d re g u l a t i o n s . — KE V I S I O N = AP P R O V E D Da t e : s/ s {4 Pe r m i t No . { By : we e ha © ed Bu i l d i n g Of f i c i a l CI T Y OF PO R T TO W N S E N D KE . V / S E D 2’ RE P L A C E M E N T PE C K Fo R 2M LE V E L (e t y ip ’ ) | 81 6 " AB O V E GR O U P LE V E L — cx " ? | j Pa oe ; pb a te DE R M at ta x = % | i ea e | ee et AT 4 , a2 ho + Ee x 6" fo s T S WW ) Co M e R E T E NY a <f _ | } ! {| | io zx ” a? he b Tr &” ya r s T S (2 ac . ) Po g : | ee AI L W E S TO CA D E | (a a Lf A/ O > ST H R S (S E E PI O I T I O M A L § LP R A W I N G S , | : TT | | FO R ST A I R S ) = i | T_ T a o? _ : ; | | AO UK E LE P C E R N3 6 LO G A W ST R E E T CA R L KA T Z EW B E R G E R — \ \o e c m e PA T I O / ~ GR A D E LE V E L UN L E S S OT H E R W I S E SP E C I F I E D : DA T E | OM E N S I O N S AR E IN IN C H E S DR A W N DE C K AN D ST A I R S TO BE AL L SC R E W AN D BO L T CO N S T R U C T I O N PR A C H O N A re c e TH E : AN G U L A R : MA C H BE N D [E i g ap p r TH R E E PL A C E EC I M A L ME G AP P R . PR O P R I E T A R Y AN D Gi IN T E R P R E T GE O M E T R I C Qa se s a c e e n e s s e m e r s e r e r ® = ii l SI E [O W G _ N O . RV ME r t O D U C H O N N T A R T O R A S A WH O L E | so ga g y CO C| DE C K WI T H ST A I R S “S R s E n Y CO M P A N Y HA M E HE S : : PR O W I T E D . AP P U C A T I O N a SC A L E : 1: 6 4 ) W E I G H T : [ SH E E T 1 OF 7 5 4 3 2 1 R3 1 2 . 1 Gu a r d s re q u i r e d . Po r c h e s , ba l c o n i e s or ra i s e d fl o o r su r f a c e s lo c a t e d mo r e th a n 30 " ab o v e th e fl o o r or gr a d e sh a l l ha v e gu a r d s no t le s s th a n 36 " in he i g h t . Pr o v i d e in t e r m e d i a t e ra i l s wh i c h do no t al l o w pa s s a g e of a 4" sp h e r e , (4 - 3 / 8 " pe r m i t t e d on op e n si d e of st a i r on l y ) . AO AS A i Oh ER N E , ll SS 13 7 . 5 0 HA N D R A I L 7. 2 5 RI S E TY P & | CO L U M N BR A C E SH E L F (U P P E R LE V E L ) il 10 1 . 5 0 DE C K I N G 93 . 2 5 & DE C K FR A M E CO L U M N 82 . 0 0 BR A C E SH E L F ve n CL E A R A N C E r CL E A R A N C E 48 . 0 0 CO L U M N BR A C E SH E L F (L O W E R LE V E L ) & p>— IE [IE IF GR A D E 2 X 6 TR E A T E D SI L L PL A T E Al 4% YG SO U T H EL E V A T I O N — — ) AR E IN IN C H E S : DR A W N Z Y AC T O N CH E C K E D TH L E : é AN G U L A R : MA C H E BE N D t TE N G ap p , 1/ 2 AN C H O R BO L T X 10 " LO N G re e rs e r o e c h n # lo li a s e d TE O r e R T A N Y AN D mL IN T E R P R E T GE O M E T R I C Qa AY y, y, _ CO M M E N T S : SL E S SE SS S : ha n a SI Z E [D W G . _ N O . RE V AI L A é Sy DR A W I N G {5 TH E SO L E PR O P E R T Y OF sC a t e i 4 WZ Sc r eo er id | PS C ki v n n n St a t e s Pr o n e , ‘A P P L I C A T I O N 10 0 NO T S C A L E DR A W I N G SC A L E : 1: 6 4 W E I G H T : [ SH E E T 2 OF 7 T T T 8 7 ‘ 5 ft 4 3 2 1 Section R303.6 - Stairway Illumination: All interior and exterior stairways shall be provided with a means to illuminate the stairs including the landing and treads. C RS | 1 > Ws } ey NIN Ik — ae — fs — | | | — | — | — — I DD) I |) AHH HL Iie WT slilsiia i WVU Eo mee in qf vil HIHIHI A Bisin a all HL | hl | ALAA HH 7 2 ~ /, . EXISTING PATIO GRADE 2X 8 X 8 STAIR FOOTINGS WITH REBAR & 26 ANCHOR BOLTS CONTINUOUS INSIDE & OUTSIDE 2X 18X 18X18 CONCRETE FOOTING UNLESS OTHERWISE SPECIFIED: NAME, DATE eee ORAWN ; TITLE: EAST ELEVATION wo, SE TWO PLACE DECIMAL = THREE PLACE DECIMAL MEG APPR. PROPRMTARY ANO Ct INTERPRET GEOMETRIC QA. (COMMENTS: ORAWNG 8 HE SOLE PROPERTY OF MATA, SIE [DWG,_NO. REV REPEODUCTON I PARTOR ASA WHOLE nadia rs Cc DECK WITH STAIRS SREERT COMPANT NAME HERD 8 PROHIBITED. APPLICATION (00 NOT SCALE DRAWING SCALE: 1:64)WEIGHT: I SHEET 3 OF 7 T T T 8 7 6 , 5 i 4 , 3 ; 2 1 CONTINUOUS HANDRAIL WITH GRIP GROOVES 36" VERTICAL FROM LEADING EDGE OF TREAD COLUMN BRACE SHELF (UPPER LEVEL) COLUMN BRACE SHELF (DECK LEVEL) J | ee GA S ER Ee e Go t ED Ee ? ce a oe as Go GD a PA P CI T T Tt Tt Tt j Se CS BS a a Pe s ; a Sa Sy pa Ha which allow the passage of a four inch sphere. ection R312.1 Guards: Guardrails shall be a minimum of 36 inches in height and shall not have openings R311.5, Handrails. Handrails shall be — provided on at least one side of each continuous run of treads or stairs with four or more risers. Handrails shall not be less than 34" and not more than 38" measured up from the toe of step. NORTH ELEVATION \ cee DIMENSIONS ARE IN INCHES DRAWN UNLESS OTHERWISE SPECIFIED: NAME DATE 2 ANGULAR: MACH BEND ¢ TWOPLACEDECMAL THREE PLACE DECIMAL £ MEG APPR. INTERPRET GEOMETRIC Qa, MATERIAL NSH DO NOTSCALE DRAWING TITLE: SIZE DWG. NO. Cc DECK WITH STAIRS REV [ SHEET 4 OF 7 SCALE: 1:64}WEIGHT: T 1 2 X 6 DE C K I N G m } YA \ , YA \ , > <- S c 2 X 4 TR U S S FR A M I N G / 8 8 CO L U M N BR A C E SH E L F DE T A I L UN L E S S OT H E R W I S E SP E C I F I E D : NA M E | DA T E pw e r s i o r s ae n i n c H e s [D R A W N 5 CH E C K E D TH L E : A Tw o r u c e o c c n a . t | [E C A R ‘ TH R E E PL A C E DE C I M A L ME G AP P R . PR O P R R T A R Y AN D bi s e p e r a c t g a e Qa _ CO M M E N T S : DE A W N G 8 NE SO L E PR O P E R T Y OF ‘a i i SI Z E [D W G . _ N O . RE V *E R G E R T CO M P A N Y NA M E HE R E . AN Y ft r r o n u c n o n n ra r OF A YO Ty e ay oo n Cc DE C K WI T H ST A I R S . tr o m . AP P L I C A T I O N (D O NO T S C A L E DR A W I N G SC A L E : 1: 6 4 W E I G H T : [ SH E E T 5 OF 7 7 T F r 5 4 ' 3 ' 2 ' 1 TY P 12 . 4 4 13 . 8 5 ° 3. 8 5 10 . 6 0 12 . 0 0 2 X 8 BA C K ED G E & NE X T ST E P SU P P O R T [] LE A D I N G ED G E OF NE X T ST E P J > <] 13 . 5 4 - | 3. 5 0 2 X 4 JO I S T 12 . 0 0 FR O N T ED G E BO A R D 2 X 6 ON FI R S T ST E P 2 X 4O N AL L OT H E R S ST E P FR A M E DE T A I L FR O N T & BA C K ED G E BO A R D S AR E FA S T E N E D TO VE R T I C A L 2 X4 PO S T S & JO I S T S AR E SU P P O R T E D ON 2 X 8 BA C K ED G E BO A R D OF PR E V I O U S ST E P TY P ST E P FR A M E FI R S T ST E P FR A M E UN L E S S OT H E R W I S E SP E C I F I E D : NA M E AN G U L A R : MA C H ? BE N D wo FL EN G AP P R . TH R E E PL A C E DE C I M A L ME G AP P R . PR O P R I E T A R Y AN D CO N F I D E N T I A L IN T E R P R E T GE O M E T R I C QA , Me DR A W I N G 5S TH E SO L E PR O P E R T Y OF MA T E R I A L re a s r DO NO T S C A L E DR A W I N G T HT O L E R A N C I N G PE R : co i n e x TI T L E : SW E [O W G . NO . RE V Cc DE C K WI T H ST A I R S SC A L E : 1: 6 4 W E I G H T : [ SH E E T 6 OF 7 T 1 \ A 1 | Le d 4 LH HI C H IA I IA IH HI WE A pe e , ] — | I s | LL 1] — ra r] a | L r] | a r] 4 Ih a — a — - | Lo p L_ -e B Lo 5 4 5 B a B = 5 = Lm - — - | LA p LH | 5 Lo i B LU va B s x B 4 = = Sa l P l l e LA I ) IT BI H I 5 4 | A r i ‘ a he Th 4 LI T le t HI T I H I a I N HL __ — _ — _ _ | Pa ie |e q } Ul a in dl ML il l LY Bi l m m i = - i n l si a 4 a WL Le ~ rT — ee s od — LF PM E eS ST I = > a >] —r i iy I — [> — ot | lI — . a = NN N| N Md / in BN N IN N | a N SS PI SS NT ~ IN 0 —= y| PE | a a | ee | > aa | ee IL = cs Ly “ 4 q / —— — — _ _ || 1— _ — — —— EX I S T I N G PA T I O . IS AT G R A D E TO P SH O W N AT GR A D E _ / GR A D E LE V E L BU T MA Y BE BE L O W DO U B L E 2 X 6 FI T T E D SI L L AN C H O R E D TO CO N C R E T E [U A R E S S OT M E R W I S E SF E C I R E D : ] wa e | on e DI M E N S I O N S : DR A W N : SI L L PL A T E IS O ot a TH L E : A AN G U L A R : MA C H BE N D t TE N G ap y TW O PL A C E DE C I M A L TH R E E PL A C E DE C I M A L ME G AP P R . OP M I N A R Y AD D IN T E R P R E T GE O M E T R I C QA TH E IN F O R M A T I O N CO N T A I N E D IN TH E S : MA T E R I A L : co m e s DR A W I N G \S TH E SO L E PR O P E R T Y OF SH E ) /O W G . NO : RE V . hG E R T CO M P A N Y NA M E ER E D . AN Y RE R O D U C T O N N P A R T O R A S A WH O L E |r as s y mo a DE C K WI T H ST A I R S PR O M T E D . AP P L E A T O N 0 NO T S C A L E OR A W N G SC A L E : 1: 6 4 ) W E I G H T : [ SH E E T 7 OF 7 T T T fa 7 é 5 f 4 ' 3 ' 2 1 | el ed Ol a ee LLCS SA (OEE e a, ){@68GnGeaam Ne. | AAA A BEAN CEE wR RE. iPeQeeunuannal ERS RESCGR BET LEER EEEEEERT eR MEEREBEEBAw MAREE eee Be iBnUBeaeaT: OO ERwee Sey Poe RN VA A BAVA Va cree ee Le ke eee ee eee eee, ee “ane Ee QUE RusEneEes VV Py TF CA0CCSSensGeee ee > 1 es Nolen bovlestertociocbe oer E C E I V E M A R . 3 1 20 1 0 C I T Y O F P O R T TO W N S E N D DS D i BU D \0 - O0 7 a) Jb / te vi e t pa 4 ed e a tf po Pe DP 3 é Nv is Ey j *) h ‘i FL . Vi ; c £ 7 ci g i EL A rs “4 , } / } x4 NO R T H “ AL T “y p e } re o ] FILE Ce” oe | ||. HOUSE | Jaf sof of Lede] ree ee ae on a | ede saan | | | To — v, , ay - Ce | PD atxe” LEOGER ond | € | | i : | -! jal | | | | PORCH ? jar) | a ‘Jols TS Cie’ 'oe), | | a aoe ts AAO PASTS SEY WW CemeneTe’ | | | | | ; | | | \ } be A al | Knew M6. on Bor? ¥ SE r , TET ( | : — | | | A \ | a | ; | Section R319, IRC p | * Po Anca Wood members that form the structural ro gh | STE | IS eC) supports of balconies, porches or similar | " 4 | \ ton aRETE Et 1 V ic buildings appurtenances shall be approved = | | mt AAMAS p AD | natural resistance to decay or pressure | | oT on) en) | tI | | breatedi wad, | | WoRanyres! rae | WAR 31/2010 25 ’ ’ iy | aime . «| | Mi K u { \ | | | } | | | | mS Ane ine I R502.2.1 - Positive Attachment STEFS fone fonds | } | (CITY DF PORT TOWNSEND Decks shall be positively anchored to oe pe 1 — WAR FT }pl\the primary structure. The attachment | IRBDLO- O07 =" N shall not be accomplished by the use of )) ) Ver phe po | oe nails or nails subject to withdrawal. 3G ) ¢ 6 aw 7 a y boo | fi Yoon pes | § CRAs cam va } Foor Rt F) ne F PME: vr a Ex) S76 FORCH bib | Sp % | i | \ | i | | | i | i | | CARL KAT EENBERGE ho }p 4 po pp | | | | | | | || | | | | | | | | | ! \ | | | | | | : | | | | | | | ooo | | | | po: | | | | | | | | | | | | | | | ! | | | | Loi | | | po | re | \ ' | | i 5 | | | ; | | | | | i | fo o } | } | ; oi Py ta | ! | | | | ! | | i | Po | | | | | | | , | | ro } tt | | | 2 MP LE V E L . € o' s | ; oy 4 i | | | lt . t 1 | bo t | || Ar e bo ; | ; | | | | | | | \ | | Lie La l l a | | | Hf 'y g" EA N | | { Se c t i o n 16 0 7 . 7 . 1 - IB C | | | | Ha n d r a i l & gu a r d as s e m b l i e s sh a l l be ab l e to | | | re s i s t a si n g l e co n c e n t r a t e d lo a d of 20 0 Ib s ~ my ) Do r pe oe | ap p l i e d in an y di r e c t i o n at an y po i n t al o n g th e to p i ax e " fo s ? 5 Me se a t s , | an d ha v e su p p o r t i n g st r u c t u r e to tr a n s f e r th i s lo a d i | | | | | | | to th e ap p r o p r i a t e st r u c t u r a l el e m e n t s of th e | bo bu i l d i n g . ' ; in 2! v | ' : | T r , 1 fo Wy i | | 12 NG JO I S T S | | | | | | | | i | ! 1 1) id \ i | { 1 | | 5 7 | | i | | | | | Py ) EC E I W V E if | ft | | | wd po | ST a To t ! 1 |i | | fr i c e s Te Ao n e | a | | | i | | | | Wty | | 1 | FY | | | | | | AR Po P oh op , of ba po d e ee | | |) FU E MA R 3- 1 20 1 0 oo d Wo 1 | fl | | Wo ST H R S Po t t ,o i d i | i q ht i ; ; ; i i f | | | \ | | Wy | | | i | i | 1 | iC I T Y OF PO R T TO W N S E N D | yo r po | re nt er | | ae | ri | 1 | i | ' | | 1} : j i | iy { | i i | ; i Po y | yo | bo ag xe LE D G E R | | i PP g- St a | | | | i | | — | || || | | | 1 | OA re | | |) BA C K | | | | || | | | | | | | | | an | oF HO U S E : , : | I | | | Po y EE | | i 13 6 LO C A ad ME E T bo | | eT | | ; | } of | | | | | | NO N Ho fo of | | | | | | i . | | \ \ | | i | | | | | | | | | | SO L E ys l ) Fo r | | | | i | | PP dt po p e pe bb b | Py e bo p Pb po d e | | | | | | | by i | | } |. oe fo o d | \ i | | i \ ; i! | 7 | i | | | | (C A R L . KA T Z E W B E R GE R | ry o r dl | Pp | ep yt Pb yd | | Hy | | | | bo | | ; | | | \ | | | | fo of. | ; | | { { ! \ \ | “i | | | | _ | || | | bd _ | { { i | | | { 1 | ' | \ | i | ; | | | ' ' | { | | | i | j | fy | | j | | | i | | } \ i \ | { i | \ | | | | | ECE MAR 31 2010 CITY OF PORT TOWNSEND DSD . | RLS 10- OG | R312.1 Guards required. | located more than 30" above the floor or grade VW OF pore ) a TERPS | AMP 4A AD ING. passage of a 4" sphere, (4-3/8" permitted on open side of stair only). | Porches, balconies or raised floor surfaces | shall have guards not less than 36" in height. | f A Provide intermediate rails which do not allow | FR om | WOR 7) (4 OOK © 4 O uv} wy vok | TR | i 3b. LOGAA STREET , v0 | | BR | | REPLACEMENT oF EmISTING| YAR Ad STEPS > bom, R311.5, Handrails. Handrails shall be provided on at least one side of each continuous run of treads or stairs with four Np * | or more risers. Handrails shall not be less 4 Py than 34" and not more than 38" measured yo nit | Cs» Ro UN i | 7 || aie . | SCRE. F = '- | FOO? | Care Ka7 CEM BE Ne tA ee oe . | oe ea e oe an e pe e st n ee d pr ,? ec t i o n R3 1 0 , 20 0 6 IR C a ee ee sa ae SC K E : 4 =) Al l sl e e p i n g ar e a s ar e to be pr o v i d e d pe e ee ee ne e r s . ee a i ee J wi t h eg r e s s op e n i n g sh a l l ha v e a = eee ee e ee ae ee . = a cv Ex t SM E S ) 0S mi n i m u m ra s ft - 4s mi n i m u m he i g h t of op e n i n g , 24 " NO R T H DE C K al 40 ' X 26 ! mi n i m u m wi d t h of sp e n i n a , 20 " Se s t } fv D p/ TR E E T Zw S 20 X 8 6 ; Il 3 & @ LO G A N ST R E E T gl o y a QM O FL O O R f 5M 5! ii i ni c 4X 3 en e L3 0 4 ao t = fo " TT ] E = an ai e e —s i g g t 70 ” x | si n k | qk ’ wt h , DI N IC IR D CF M FA N Nu t t wa a Ee i" ex t e r ” Ri ra r e Ki q o r e n | Re a oe oy " 2" x K 92 nH 7 j/ oo — / 13 ' 2 x 1) XC 4 Re " , IS L a M D at \ (@ ) i | A. ¢ HA L L ‘ 1s ' 1 5 ! x3 7 " NE Ro o m be e a x | N ty Ne ! L Fr ] <j 13 9 ” x YO cu e s N. B R K S _ SH E L V E S al l l ~~ ‘L x 10 ° 1 5 " Tp o w a l 2 “ Do w fo YE R 79 X 4b - vy ’ \. 6' x 3 ' ab i si e we r e ‘a i= al 1 [ ¥ ae E —— 7 5 = — Rl Zo n e : —_ a ra s FR O N T CA R L KA T ZE M B E R C E R he SE E NO T E S IN Re U T y gt Bl o ee e AP P R O V E D cb e e S e 2 LO NI N | ee Ti e TA SE T Be e . i 9 v pe t e : Hi c oo Te o . el e Wo r e mn 2 er Pe i Bu i l d i n g Of f i c a l SS = MA R 3- t - 2 9 i 9 = LL Y ] : 2 ; Ba s e ai e ie e e ae ; VE R S E , Sng ane aa oi e a NO T I C E : Pl a n s : Se ep e e P 33 : : ee e en e d ; ee e Ee e ee so vet og ES . : ; it y wi c r e Gr ri c c i Al l wo r k ni l e CI T Y OF PO R T T O W N S E N D | So G eB i e s e a r a! | a. em a i na n t i n s bo s e n t a n : «t h d as Ee ar e es pe e r Be HE N S _p a s s in s p e c t i o n in co n f o r m a n c e .w i t h Re n dt t g i e e d i e * ak eae oa a c Rie EE SE S E ee ge ao a nd Pe g 3 Sk y A Re e c e Sp o s a , ee - ot : ec pe co CI T Y OF PO R T TO W N S E N D : ee ee es al l ap p l i c a b l e co d e s an d re g u l a t i o n s , = PI L E CO P Y DS D ee s oi te e a eS | ee ee ; ne s | ea os PE L D O - O e C ~ - yt yt , Ae se m e : H' s ) 36 LO G A N ST R E E T if " , 2 = [= | ee e ae 2 LA ! \ Sy N \ yj pa t ? uv i UT I L I T Y | Ko o n sr y We 5 WA T E R HE M E , R E C ~ f o GA R I C E i { SH E L V E S ; Ro o m - = — 13 ° X 26 SM 04 E oe ” [3 8 % BS H ” Se r \ i. Wd ’ Bo ” IK - SR E R S E R | F- (0 8 gk Bo x iH ME T e s PLOME/N6 WALE t RK nm Ah m CHIMNEY HEARTH parom| | ode QI |" “NN NO R T H FR O N T PO R C H EX T DI M E N M S ON S P 4 ‘ / Jr PL O O R Fo r k " ) | ” 40 ' % 26 f ot » A C H T Y - O F P O R T T O W N S E N D DS O : 2: BL D 10 - O7 9