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HomeMy WebLinkAboutBLD2003-00480 411L UILDING PERMIT APPLICASN MRAOW00p 33 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00480 Received Date: 8/1/2003 SITE ADDRESS: 150 ADELMA BEACH RD PORT TOWNSEND, 98368 OWNER: STIG OSTERBERG PHONE: 385-1121 150 ADELMA BEACH PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: PARCEL NUMBER: 001324031 Section: 32 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: ACCUMAR CORPORATION 8295 FLETCHER BAY RD BAINBRIDGE ISLAND WA 98110 PROJECT DESCRIPTION AERIAL TRAM TO THE BEACH TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 67,000.00 ADD'L: HEAT TYPE: CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Tot(5/al: Flood Way Floodplain ,., F&W Landslide Routing Date:�';�� a� L},L. ) Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: ' ;+=6"1 ` , Permit $769.75 MJA 08/01/03 58258 /� V Plan Check $500.34 MJA 08/01/03 58258 AUG - 6,2003 State Building Code $4.50 MJA 08/01/03 58258 Total: $1,274.59 Jefferson County Planning & Building Departm nt fl(///,da9n Sr olv • a@fferl Crnmapartment of Conmeidty Development °� 621 SWIM Street Port Townsend WA MU[am]370-4450 k ? rmot ermo App_ ocati©a Project Description: Building Type: Project Type: Frame Type: ❑ Single Family New ❑ Wood ❑ Garage Attached/Detached ❑ Addition IK Steel ❑ Modular ❑ Alteration/Remodel X Concrete O Commercial 0 Repair ❑ Mas O Multi-family/#of Units ❑ Demolition ❑ Othe�iiili ❑ Industrial %R4-' 1 8 a�AI Other: ' 1 Bathrooms: O Bedrooms: k lO Type of Sewage Disposal: /i () Type of Heat: �`- Choose one: "c/ Existing. Existing. ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: Individual System ❑ Woodstove ❑ Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP 92^ 377 Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: For Office Use Only Main Floor Consistency Review 2ND Floor Base fee rl Coq, '73 3rd Floor Plan Check fee—65% 5 00- I Htd Basement State Surcharge fee _ 0 Unhtd Basement Subtotal I 71 ,,5� Garage/Carport Pot Water Review fee Decks 911/Rd Approach fee Commercial TOTAL I tJ '�� ; .5139 Industrial Receipt# 52 a5 8 Other Cash/Check# 54k 3 D. Total Valuation: Initials Or Date A3 — I — J Estimated Cos 6 760127 If within 200' of the Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide ss d right of e try to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of en the applicant' r rty or structure shall be requested and shall occur during regular business hours. , Signature: Date: OV H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • 410 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00480 SITE ADDRESS: 150 ADELMA BEACH RD Received Date 08/1/2003 PORT TOWNSEND, 98368 Issue Date 08/6/2003 APPLICANT: STIG OSTERBERG 150 ADELMA BEACH PHONE: 385-1121 PORT TOWNSEND WA 98368 SUBDIVISION: PARCEL NUMBER: 001324031 Section: 32 Township: 30 NBIock:Range: 01 Wt. CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: AERIAL TRAM TO THE BEACH REQUIRED INSPECTIONS: [ ] SETBACKS: [ ] UFFER: [ t Footing: [ ] Foundati [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: f 1 Plumbing: HPropane Tank/Lines: Insulation: Sheetrock: [ ] Septic Sytem Final Approval: f 1 Zoning Final Approval: _ [ Final/Occupancy Approva�- ( ✓ / a HEALT DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE REVERSE + :44-, a. 1 . i a =, �t.. t� 1� W i;1 I• _M tCO ~ 66. oa ' C __ Lim wz A c7 ii Q F� * olif 1 i S. L I ' all I. ' J # (..!), . 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Each tension anchor shall be tested to this indicated minimum after installation. Anchors shall be installed so that they are within tine (i) degrees of being in line with the angle indicated on the design drawings The design load will be indicated an the design drawing in kips (x 1000 for pounds), and will indicate compression (C) or tension (T) as in the example below iM ACCUMAR CORPORATION PROPRIETARY INFORMATION Copyright ©.All rights reserved. This drawing and the information contained hereon are supplied on the understanding that they remain the exclusive property of Accumar Corporation and must not be reproduced, copied, or distributed without written permission from Accumar Corporation. 60 C3) Gftit�v, scH �A z" ttx PIN PI �_ti-S /-atJrrl—l=V� OpU�T� So -To C7Ea_.1 i CTt; �10o k_NN U ��-- J 50 C-rcrVOOs�. ps,'r v�at'��rz. �a��vOlsvC� 3 0 Nc.MIwIL�L tiNCTI—.P. -Z I) Zo Zai1C3( A-ODEO PtN NIL.C.S ItV 1_IYV rFr- i C)I-II 1L1 II 1 OTH�=R_. Ot"�tI_$l GN Ot�T I'7Z L�cC\L SVi't�02..TS IG=VA 'n 10tV �7 �X 1.3 —1 N CT OF-C. G Nr W �ANJ1NfT uE�,1L 1-v IT - T IZ'0c " -- - A 7\ Kls'r1 KjCT L^JC.KHCAD !TGNOc.L,J_A u._T n 0 AUG -1 2003 JEFFERSON COUNTY DCD r^x ITT ttucr QC.ocr-n HGV3E <C3 E�r ox..tp� - _-�_.-.—C70N DOVE ,�-( SGT70M LP+VDI NCr oHw 37" M K 2 J P l t� F-�t2-rH atvck,o25 (z) \ 8T x CABLE LIFT SPECIFICATIONS This tram is built to conform to all applicable Washington State Residential Inclined Elevator Codes (WAC 296-94). ASME Private Residence Inclined Elevators (ASME A17.1, Section 513), NEC, and applicable local building codes. Car rated load: 600 lbs. maximum Speed: 55 feet per minute Car side deck gate heights: 42" minimum All deck gates equipped with electrical -mechanical Interlocks Car chassis construction: welded aluminum Hoist cables: (two) '/4" galvanized aircraft cables ra 7000 pounds nominal strength each Drum: 14.6" pitch diameter, grooved, single layer. with at least one full dead-end turn each cable "Guide Rail" support cables: (two) 5/8" diameter galvanized 6x19 RVRC cables (a. 32.200 lbs. nominal strength each Car Safeties: Type A automatic centrifugal speed governor with brake located on car and automatic hoist shutoff upon activation Slack Rope Switches Automatic normal and final stopping switches provided at each end 01travel Key operated controls w*th emergency stop buttons Provide d in car and at each landing, 24 volts ExPI{YCC q/.,!/ r Kls'r1 KjCT L^JC.KHCAD !TGNOc.L,J_A u._T n 0 AUG -1 2003 JEFFERSON COUNTY DCD r^x ITT ttucr QC.ocr-n HGV3E <C3 E�r ox..tp� - _-�_.-.—C70N DOVE ,�-( SGT70M LP+VDI NCr oHw 37" M K 2 J P l t� F-�t2-rH atvck,o25 (z) \ 8T x CABLE LIFT SPECIFICATIONS This tram is built to conform to all applicable Washington State Residential Inclined Elevator Codes (WAC 296-94). ASME Private Residence Inclined Elevators (ASME A17.1, Section 513), NEC, and applicable local building codes. Car rated load: 600 lbs. maximum Speed: 55 feet per minute Car side deck gate heights: 42" minimum All deck gates equipped with electrical -mechanical Interlocks Car chassis construction: welded aluminum Hoist cables: (two) '/4" galvanized aircraft cables ra 7000 pounds nominal strength each Drum: 14.6" pitch diameter, grooved, single layer. with at least one full dead-end turn each cable "Guide Rail" support cables: (two) 5/8" diameter galvanized 6x19 RVRC cables (a. 32.200 lbs. nominal strength each Car Safeties: Type A automatic centrifugal speed governor with brake located on car and automatic hoist shutoff upon activation Slack Rope Switches Automatic normal and final stopping switches provided at each end 01travel Key operated controls w*th emergency stop buttons Provide d in car and at each landing, 24 volts ExPI{YCC q/.,!/ r �IZO� II—i✓ tY 1�Ll1�l F_- WS �O tZ 5-C 1 Ck O�Z tT2�31= �z L Z- PolzT 83c�8 1160 N W Fi N l..i 1•-4.1 uL �C GJl 11� Pp VLS C3 O WA �j �j37 O SCA1r� 3/1J=11 0` -1Z-OZ S�yE�7 General Suecifflcations Codes: - Washington Administrative Code Chapter 2%-94 'Safety Rules Governing the Construction, Operation, Maintenance, and Inspection of Inclined Passenger Lifts for Private Use" - ASME -A17.1 Section 513 Private Residence Inclined Elevators - Uniform Building Code (UBC) - American Concrete Institute 'Building Code Requirements for Reinforced Concrete" 9" Edi- tion - Structural Welding Code ---Steel ANSI/AWS D1.190 Loads: - Wind 80 MPH exposure C Factor of safety: 6 minimum Concrete Anchors and Footings: - Design soil bearing pressures 1000 PSF unless specified otherwise by engineer. Base footings 18" minimurn below finish grade. All footings to rest on undisturbed earth. Concrete and Reinforcement: Deformed bars ASTM A615 Grade 40 or 60 Use #4 (.50" dia.) unless specified otherwise - Concrete cover over reinforcement one bar diameter plus 3" for footings, of one bar diameter plus 2' on outer formed surfaces Concrete: Minimum ultimate 28-day compressive strength shall be 2500 PSI. An approved water -reducing admixture shall be used in all concrete. Use an approved air entraining ad mixture in all concrete where exposed to weather. Structural Metal: Steel: ASTM A36, nummum Fy = 36 KSI Steel pipe: ASTM A501 or ASTM A53 Type E or S, Grade B, F_v = 36 KSI - Steel structural tubing: -ASTM A500, grade B, Fy = 46 KSI Steel bolts: -ASTM A307 Hot dip galvanized where exposed to weather Aluminum structural tubing: 6063 T52 per QQ-A-250/8 blummum pipe and tube: 6061 T6 per ASTM B 241 - Aluminum plate: 6061 T6 QQ -A-250/ 11, 5052-H32 QQ A 250/8. of 5086-If 116 Stainless steel: Type 303, 304, 304L, 316. or 316 L - Fabricate and erect in accordance with .AISC "Specifications for Structwal Steel Buildings." Hot dip galvanize after fabrication all items indicated or permanently exposed to weather. Welding shall be in accordance with the provisions of ANSI/AWS DI 1. Lumber and Carpentry: - Lumber for unexposed stud walls shall be No. 2 hem -fir or better. all members 6x6 and larger shall be No. 1 Douglas fir WWP.A grading rules. Minimum nailing as per schedule table 25-Q of UBC. Cut washers under all nuts and bolt/lag screw heads. Plywood: Install with face gram across supports. Block all unsupported edges. Glue specifi- cation: must conform to .AP.A (American Plywood Assoc.) performance specification AFG-01. Siding plywood to conform to APA Style 303 or better. Pressure treated framing lumber to be used on all exterior framing and lumber adjacent to concrete: conforms to American Wood Preservers Bureau LP 22 (AAWPI') 40 retention; pres- sure treated decking )above ground) CCA .40 retention. Cedar in car: clear western red cedar for panels and seats and tight knot cedar for floor, un- less otherwise specified; to conform with chapter 296-9.1- 110 (31 WAC. Synthetics: - Polycarbonate sheet to conform to ASTM D-638, tensile strength 9.5 KSI and WAC 29694 130 (2) - Ultra high molecular weight polyethylene fUHMW): ASTM D 4020-81 - Cast nylon: Nylatron GSM/MC 901 Mechanical A Electrical: Gear reducers: all gearing and gear lubricants to conform to American Gear Manufacturer's Association (AMGA) standards and WAC 296-94-180(5) - Electric motors to conform to NEMA standards; all electrical to conform to NEC standards All safety systems to conform to WAC 296-94 "Safety Rules Governing the Construction, Op- eration, Maintenance and Inspection of Inclined Passenger Lifts for Private use" and applica- ble local codes. = i= \J � e I L_ A 1_1 Vi=2? I n J z EROSION AND SEDIMENT CONTROL BFs,r MANAGEMEN'r PRACTICF,S: 1) Properly install a silt fence water -ward of the excavated areas 2) Tarp or cover all bare dirt piles 3) Leave existing vegetation in place on slope and at the top (flat) area around the hand -dug holes 4) If any areas do become bare of vegetation, cover with straw