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HomeMy WebLinkAbout2358 W Hwy 101 Bldg 1 Ste B - Building the various ordinances 01/15/09 Date t be removed except by the Building Official. '01 C(~ \eJ \-~o- 0 ~ ~ 0\ \:P z J - o '- ~ ~ ..-- f , '-' "'''' ....0 ...... '" '" N 0 ...... N '" lfl '" .... 0000 ~E-o 00 .,;.,; :0: "-0 H E-o '" 0 ...... lfl ~ 0 Z ...... H '" ~ 0 .,; >< 00 ;2 E-o .,; Q) :e 0.... ~ >< H ::> ..:I 01 0 ~ 0:: ~ 00 oOOnl :e H ;> 0..:10. E-o ..:I H 0000 "!l::1"""i E-o 0 ZZ ....~ en en Men gl 00 O::!:o: 00 00 ~OO :e:<: ~ E-o 8~ en "-"- ooCl.lCl. 0 00..:1 E-o Z E-ot-:J :0: N ffi H><N ~ Z .. E-o l'l "" ;> O~ .... ~ HO en ffi~ E-oE-o 00 E-o en UU en ffi H:::'::...,.U) I E-o 0000 ::> .,;.,; .... ffi "-"- ...... Z~ ZE-o"'O..:l en en "- H OM"; ~ ZZ U 00 ~ ~ 0 I Z H H U HU QC\I['HZ 0 0 E-o...... OH ....r..0 U "-en ......~ -". 0 r.. HE-o U~lfl HO~ l'l~ 0 ~S 00 #.,; . ~;>Q)~r..00 >< 000 P<lenen 000:: OE-o ~;2 O~ ~~~ ..:I;:l r.. 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H 00 UU , fa E-t~lt'lCJ) E-< "l"l , .... &'i 0.0. , :E CDO' 0000 , Z:E OM ~ ZZ i~ 00 ~O.~ H H HU ":Nr-,,:Z 0 E-<' Z ....ZO U 0.00 H ..oqo H 0 '\: HE-< f<.ltl f<.Z I:~ 55 H I>: , ~Ql~~"l 0 0000 lOl<1 lOlE-< ~:2 0 "l"l ..:I;:l ..:If<. Uo lOll>: 1ll...,E-<Ill": .... ..:10 :x: ..:I, ><~~ ltlOO ~::> OONZ ~ :x:o "lN~ E-< .... O::)-lHOH ~5 .. ~:x: ~ E-< , 00 E-< 1>:.. zoo 10 n ~ I co H"l .. (/)::a::o..~a> I>: ~"l o , .... 0 Q~CI)lJ::r--a ....001 ~lOllOl "l a1f-lc5o..'Tg t -..:I ~HOOO H"l"l CD CD"l co ll:: MO CIlE-<E-< 0 o~ LO:>~~1 , OO"l , ~:i! ~5!~~~~ g~i '" 0 0 ~ g~ , 'E-< 10 101>: I>: I>: I>:U 0 . III I>: '''l H 0. ZO III CIl lOl E-< .~ ''If<. 00 -u .... ~o OOE-<~ ..:I !-< 0 0 H 00 0.>< gj:i!E-<gjtl..:l ~ , '" "lE-< lOlfa~~~~ 0. '" I>:H >< ..:I o.u ~E-<uoo...: 0. E-< III .... Print in ink CERTIFICA TE OF OCCUPANCY APPLICA TION Permit# O~-bf<Z CITY OF PORT ANGELES Attn: Building Permit Technician 321 E. Fifth St., Port Angeles, WA 98362 (360) 417-4815 fax (360) 417-4711 ~ FEES ~Certificate / Inspection $100.00 Parking Business Improvement Area (PBIA) fee charged for downtown locations ~ Business owner's name 7f..., Business owner's home address PLEASE NOTE: A Business License is also required for the following businesses: Taxi, Peddlers, Second-hand dealer, Pawn broker, Dance, Hotel- Motel, Fireworks, Ambulance, Tattoo shop. Contact the City Clerk at 417-4634 for additional information. Call for Certificate of Occupancy inspections before openinq business: Building Department Inspection 417-4815 & Fire Department Inspection 417-4653 Please provide a minimum 24-hour notice for inspections NO.;' YES.;' ACTION ./ New business y/ Transfer of business location from a PBIA location Transfer of business location from a non-PBIA location Change of ownership Remodel Temporary business Change of use Plannin Division at 417-4750 Cit Clerk at 417-4634 Public Works at 417-4807 Water De I. at 417-4886 I hereby apply for a Certificate of Occupancy. I acknowledge that I have read this application and state that the information I have supplied is correct to the best of my knowledge. Date 6/51.; cV Print Name -74..... -..' 4^lL Signature ,t. ~g;J Department Rejected Initials & date Comments I Conditions Building Type of construction Automatic fire sprinkler system required Occupant Load Fire no yes PBIA Planning City Clerk Public Works T:Forms/Building Division/Certificate of Occupancy Application G l_ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 08-00000188 Date 3/05/08 150772 2358 BLDG 1 W HWY 101 Y :t:t & 06-30-07-3-4-0225-0000- ~ ADVENTURES THROUGH KAYAK SIGNS INDUSTRIAL HEAVY 1700 Application desc 57 SQ. FT. FREESTANDING SIGN Owner Contractor B & D PROPERTIES LLC 933 KEY RD PORT ANGELES WA 98362 AMERICAS HANDYMAN 2932 RIVER RD SEQUIM (360) 670-3187 WA 98382 permi t . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date SIGN 57 SF FREESTANDING SIGN 120980 115.00 Plan Check Fee 3/05/08 Valuation 9/01/08 .00 1700 Qty Unit Charge Per 1.00 115.0000 PER S- SIGN FREE OR PROJ 25+ Extension 115.00 Special Notes and Comments February 15, 2008 3:33:58 PM sroberds. The 57 sq. ft. freestanding sign shall be placed completely within the private property area. Property zoning is IH. No land uses issues anticipated. March 5, 2008 3:50:14 PM permits. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 115.00 115.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 115.00 115.00 .00 .00 ~ b ~czL " ~ -< qp Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has conimenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work w. e complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate Qr cancel e p ovisions of any state or local law regulating construction or the perform e of constr ctiol]. ~ ~ . --I. ~ J . d r J <-- - ~ ~ N\., /I /v ~ -=--;: Print Name Signature of Contractor or Authorized Agent T: Forms/Building DiyisionlBuilding Permit (1 % 1/07). wpd BUILDING PERMIT INSPECTION RECORD CALL 4 17-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE..fT fS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE fNSPECTEDANDACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. o ex;> , INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDA TION: FOOTINGS SHEAR WALLS / WALLS FOUNDA TION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLOGS.) PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR W ALLIHOLO DOWNS WALLS / ROOF / CEILING DR YW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP / FURNACE / DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W./ PW/ CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 4 I 7-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING (a-'kOK TU - cO (X) }J W 0) 0<> tp -. ~ I~ ;I.: F-' """'<.: o - ~ b\) CJ) ~., ":5 L- T:Forms/Building Division/Building Permit (1010 I107).wpd . , AJ.ven+vr-e-s. '--r-nV'dVj~ l<a ~ elk,'", j Lf 17- '3015"" To...W\(Y\} BUILDING PERMIT APPLICA TION Print in ink CITY ~~ PORT .ANGE.L.ES . For City Use Only: Attn: BUilding PermIt Techntclan (I'~ Date Received .1. -14--08 321 E. Fifth St., Port Angeles, WA 98362 .' '1.1(';'0..(" (J Permit # 08~8%' (360) 417-4815 fax (360) 417-4711 S(\,\ess.o\"ub:.>...t- ate Approved ~6 In r./ oif. aLc-\\ '5/Z"810<f, He So..:J he. io Id i11~ 'ouf<1.....;-ioVl 0. ~ t'5'. jl ~ \ ~~ .r'! 'I-e CAll -lOr tL HVl'\.\ I VI> (g ~ Applicant or Agent ~ WADe. l i~ltJf+Prl<--M.et01 wIL A-,k: P ~ t..\ l '1-Sd- <;" Property Owner c; Pt'2..L{ 'DEA~ Phone ~'S'7 - ~~;)..~ _~roper!Y Owne~'s Address q"3>3 k'EY -zc:.\ ,Yd(l..\ At\.~e;, WA- <=1 ~~b;1.. CC5i]1factor ngmeer t\-Me1?-I(:A-~ \-\-A1iU~I\A/'\.J . Phone 01D- "3 \ '8 '1 ontractor ngineer's Address ;29 3.,.1- ~\ ~ ~\ / ~ &U\tY\ . lJJfi 9 '83 '8~ License # t4 IV1 {;:" R..I H * qq ~ r! Expires 0 (:? /).. oc 'B Parcel Number WEST Lot PROJECT ADDRESS Proiect Tvne & Brief Descrintion: o Residential }(Commercial o Multi-family o Industrial Check all that apply / o New Construction o Addition o Remodel o Repair oRe-roof o Demolition f$ign o wall-mounted o projecting~~eestanding 0 awning o other Total sian area 5''1 SQ. ft. Maximum allowed sian area SQ. ft. o Heat System o Heat pump 0 wood-burning stove 0 gas fireplace 0 pellet stove 0 other o Other Floor Areas ExistinQ (SQ. ft.) pronosed (SQ. ft.) Basement @$ per sq. ft. = $ 1 sl Floor 2nd Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other /100. (0 TOTAL VALUATION $ .-- Total footprint of structures Max. height of proposed structures Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? sq. ft. + Lot size sq. ft. = Lot coverage # of bedrooms # of full baths # of half baths % ft. Occupancy group Occupant load Construction type I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and un~erstand that it is my responsibility to determine what permits are required, and to obtai.~enn~rior to wortcing on proJects/t 6 B C)\j ~ ( Date ~ Ii () Print Name W Pr D ~ D. L e- ( N AAF-- Signature " - ' ,. 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() l' (II ~ J~ '1~ J ~J S ^~ \ VI (~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00000492 Date 11/19/09 Application pin number 926876 Property Address 2358 BLDG 1 W SWY 101 #B ASSESSOR PARCEL NUMBER 06 30 07 3 4 0225 0000 Tenant nbr name HARBINGER WINERY Application type description COMM NEW CONST Subdivision Name Property Use Property Zoning INDUSTRIAL HEAVY Application valuation 2000 Application desc 40 SQ FT FREESTANDING SIGN STRUCTURE Owner Contractor B D PROPERTIES LLC AMERICAS HANDYMAN 933 KEY RD 2932 RIVER RD PORT ANGELES WA 98362 SEQUIM WA 98382 (360) 670 3187 Structure Information 000 000 40 SF F/S SIGN STRUCTURE Permit BUILDING PERMIT COMMERCIAL Additional desc 40 SF F/S SIGN STRUCTURE Permit pin number 146761 Permit Fee 95 75 Plan Check Fee 62 24 Issue Date 11/19/09 Valuation 2000 Expiration Date 5/18/10 Qty Unit Charge Per Extension BASE FEE 50 00 15 00 3 0500 HND BL -501 2K (3 05 PER C) 45 75 Special Notes and Comments October 29 2009 3 23 54 PM sroberds No land use issues anticipated with proposed sign siting Public Works Utility Engineering has no requirements for this plan review Other Fees Fee summary Charged Paid Credited Due Permit Fee Total 95 75 95 75 00 00 Plan Check Total 62 24 62 24 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 162 49 162 49 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. 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 state or local law regulating construction or the performaryce -e i cons et ction. i 1 t't Date Print Name T:Forms/Building Division/Building Permit STATE SURCHARGE 4 50 Signatur of C ntr tcto uthorized Agent Signature of Owner (if owner is builder) BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 -4815 Electrical Inspections 417 -4735 Public Works Utilities 417 -4831 Backflow Prevention Inspections 417 -4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION. Footings Stemwall Foundation Drainage Downspouts Piers Post Holes (Pole Bldgs PLUMBING Under Floor Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow Water AIR SEAL. Walls Ceiling FRAMING Joists Girders Under Floor I I Shear Wall Hold Downs I Walls Roof Ceiling I I Drywall (Interior Braced Panel Only 1 I T -Bar I I INSULATION Slab Wall Floor Ceiling I I MECHANICAL. Heat Pump Furnace FAU Ducts Rough -ln Gas Line Wood Stove Pellet Chimney Commercial Hood Ducts MANUFACTURED HOMES Footing Slab Blocking Hold Downs Skirting PLANNING DEPT Parking Lighting Landscaping Separate Permit #s T Forms /Building Division /Building Permit FINAL Date Accepted by FINAL Date Accepted by SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Electrical 417 -4735 Construction R.W PW Engineering 417 -4831 Fire 417 -4653 Planning 417 -4750 Building 417 -4815 Date Accepted By (6/10/2009) Linda Pangrle Hello 4 From. Sue Roberds To: Linda Pangrle Date' 6/9/2009 5 42 PM Subject: Hello Linda I'm sure you did great! Gad you're back, AND I'm gone!!! He He He Go ahead and approve permit 09 -492 for the sign. I'm standing on the sign IS a structure, but not all structures are buildings. Buildings require setbacks. After a long analysis, I think this is a safe bet for this particular sign at this particular location. Thanks! Sue Page 1 al-o, 6w3 ikn ti. c `l86,3 ?x owy‘er Gov AD Prveliiies L tL 133 leaij Rd P6,W A 9 g 31-02_ CITY OF PORT ANGELES Attn. Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 Q 0 C6 c am\ y,0 Applicant or Agent WADE LEINAAR -AGENT FOR HARBINGER WINERY Pho SIGN PERMIT APPLICATION Print in ink Property Owner GARY BEAR Phorte 457 -8223 Property Owner's Address 933 KEY RD, PORT ANGELES, WA.98362 Contractor /Engineer AMERICAS HANDYMAN Phone 670 -3187 Contractor /Engineer's Address 2932 RIVER RD, SEOU /M W A 9838 License AMERIH *996LJ Expires 08/2010 P,ido, 1 B k PerW5kdeo Project Address 2358 HWY 101 WEST PORT ANGELES, WA Business Name HARBINGER WINERY Parcel Number 0630073402250000 Lot Zoning .y H Submit an 8 1/2"x 11 "site plan three sets of plans that include. Type of sign (wall mounted, projecting freestanding illuminated, other Placement and sq. ft. area How the sign will be securely attached (Engineering specs may be required for freestanding signs) Separation distance between the bottom of projecting and freestanding signs and the surface below See "Chapter 14.36 Sign Code" of the City of Port Angeles Municipal Code for sign requirements. Sian Tyne Brief Description. (Type, location, sq. ft.) Sign #1 Sign #2 Sign #3 Sign #4 For City Use,Oniy Date Received 5 -ZO Permit f ate Approved 417 -5254 FREESTANDING, ON PRIVATE PROPERTY, 40 SO FT Totals (Unit charaes Sign(s) Unit Charge Quantittf multiplied by quantities) Type of Sign Valuation S 2,000. S47 00 x S All signs less than or equal to 25 sq. ft. S85 00 x S Wall sign or marquees, over 25 sq. ft. S115.00 x l S Freestanding sign or projecting sign, over 25 sg. ft. Existing sign(s) area sq. ft. Proposed sign(s) area GRAND TOTAL Make Checks Payable to: City of Port Angeles S Credit Cards (Except American Express) are accepted sq. ft Total sign(s) area sq. ft Building facade area (height ft X width ft) sq. ft (If a building has more than one business in it, only measure the area of the building facade that is used by the business applying for this permit.) I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date 4�20/ Print Name WA_ DE D LEINAAR Signatur /l T:FormslBuilding Division/Sign Permit Application.dot Per Sue R Pecrrntt W►is as a StruAvIt., no+ a. 5:311 (5+nfe t+ IS over Ci s-a10 .))C fa c r -a 0\0•-•ThS Cf) p A SL A/° 12 b" o IsIMQ' tn p iuvglsl,Lao 5olQlW S 510N ri 5 PO_ Th T 4&x 61 J? U S 101 Ce., Client• Harbinger Winery Sara Gagnon Co-Owner Tammi Hinkle Co -Owner (360)452 -4262 West INSTALL CONTRACTOR QMIYIN Jars, AMERICAS HANDYMAN monorail rdexted tic AMERIE.9961j tha drawer a eoxy9htad 6owred CYOLYSIGNS FBI x 602 125 649 hM oa repruntud, mad M' a tlsrlysi loamy IDLY yam NSaaief wthoW w vsi uttenperression Hwy 101 DOUBLE SIDED Substrate Type: CONSTRUCTED OF MDO PAINTED, WITH HIGH PERFORMANCE VINY MDO READER BOARD, WHITE PAINTED, DOUBLE SIDED TOTAL SIGN SIZE, INCLUDING READER BOARD 62 INCHES TALL X 8 FT WIDE POST AND FRAMING ARE PRESSURE TREATED POST HEIGHT 16 FT 4X12 PT West entrance 25 ft 3 inches IA Contents may not be duplicated without permission 19 56 n 4 tnd, m 244. ac 1993. 2358 Highway 101 W PA CLALLAM COUNTY PARCEL 50 ft 50 ft RIGHT OF WAY of Rd 18 ft from center line East entrance 28 ft 4 inches Building set back FROM FENCE 56 ft 4 inches BUSINESS FRONTAGE 28FTX22FT East Proposed sign location PROPOSED SIGN 62 inches X 8 FT Combined sign and reader board S ITE PLAN 0630073402250000 PROPOSED SIGN 62 inches X 8 FT APPROX 40 SQ FT Combined sign and reader board CEI TENT FILL 18 INCH X 18 I PRESSURE e:ree POST POST HO LE DEPTH 36 INCH'S Post height 16 feet tall 4x12 Client Harbinger Winery Sara Gagnon Co -Owner Tammi Hinkle Co -Owner (360)4524262 INSTALL CONTRACTOR AMERICAS HANDYMAN wronlereHs itRatec of L'c AMRR11I.9961j trn &Elmo eam^x51111 UM 602 125 649 a uui by. Malted loony ID LY pram alsom Mind ww. .co WItteIVIIISSRnV EXISTING FENCEWITH BAF..WIRE HEIGHT= 7 FT 2 RN _H 16 feet CONSTRUCTION ADHESIV 4INCH LAG 10 X 10 BOLTED METAL BRACKETS 12 loth BOLTED METAL BRACKETS BOLTED METAL BRACKETS READER BOARD 21 INCHES X 96 2 LINES OF 8INCH HANGEABLE LETTERS �ZS�� oil G.II I) 2[4411 4 WINE TASTING 4x12's PRESSURE TREATE 86 Inches (7 FT 2 inch 36 Inches Contents may not be duplicated without permission 2358 Highway 101 W PA CLALLAM COUNTY PARCEL 18" E CTE 4x12x14ft PRESSURE TREATED 18" 16.6 inch tall letters SIGN 41 inches x 96 inches 4x8x8ft (PT) 6.5 inch lettering on microbrewery 4x4x8 ft(PT) 4x12 x 16ft ESSURE TREATED 36 Inches 0630073402250000 sac trvramoss S3 )3 yL CL:t+ si i ssommonan moor II I mo o PONS AN WIRE Ina �•6S' /ilN�l_ OS ;SW I r ■1 VORIPAM ail SOS SIM 011 NI f4 fl NONCONSTRAINED POLE FOUNDATION PER IBC 1805.7.2.1 ZENOVIC ASSOC. INC. 301 EAST 6TH STREET SUITE 1 PORT ANGELES, WA 98362 ESTIMATE FOUNDATION: MINIMUM DEPTH 2 ft. FOOTING B 36 in. TRIAL INCREMENT 6 in. LATERAL SOIL PRESSURE: BASE VALUE: 200 ADJUST FOR DURATION OF LOAD 160% ALLOW 1/2' MOTION: Y (Y or N) DESIGN VALUE. 640 pcf APPLIED FORCE: MINIMUM DEPTH 4.00 ft. P 1178.44 lbs. G© H 10.3 ft. 1 Footing dimension 'B' is either diameter of round post or footing or diagonal dimension of square post or footing. 2. Backfill around post shall be 2000 psi concrete minimum. Sheet 3 of e Job No. Col ISO T E TABLE D d 1 D 1 S1 1 A 1 d -411 2.00 426.67 2.15 6.11 -2.84 2.50 533.33 172 5.34 1.80 3.00 640.00 144 4.80 -0.88 3.50 746.67 1.23 4.38 -0.06 4.00 853.33 1.08 4.06 0.71 4.50 960.00 0.96 3.79 143 5.00 1066.67 0.86 3.57 2.12 5.50 1173.33 0.78 3.38 2.78 6.00 1280.00 0.72 3.22 3.42 6.50 1386.67 0.66 3.08 4.05 7.00 1493.33 0.62 2.95 4.66 7.50 1600.00 0.57 2.84 5.26 8.00 1706.67 0.54 2.74 5.85 8.50 1813.33 0.51 2.65 6.43 9.00 1920.00 0.48 2.57 7.01 9.50 2026.67 0.45 2.49 7.57 10.00 2133.33 0.43 2.43 8.14 10.50 2240.00 0.41 2.36 8.70 11.00 2346.67 0.39 2.30 9.25 11.50 2453.33 0.37 2.25 9.80 12.00 2560.00 0.36 2.20 10.35 12.50 2666.67 0.34 2.15 10.90 13.00 2773.33 0.33 2.10 1144 13.50 2880.00 0.32 2.06 11.98 14.00 2986.67 0.31 2.02 12.52 14.50 3093.33 0.30 1.98 13.05 15.00 3200.00 0.29 1.95 13.59 15.50 3306.67 0.28 1.91 1412 16.00 3413.33 0.27 1.88 14.65 16.50 3520.00 0.26 1.85 15.18 17.00 3626.67 0.25 1.82 3. Lateral soil pressure shall be chosen from IBC Table 1804.2 or from soils report. Values from table may be doubled when structure will not be adversely affected by 1/2" motion at ground surface, per IBC 1804.3.2.1 08 -Sep -09 MECAWind Version 2 0 2 2 per ASCE 7 -05 Developed by MECA Enterprises Inc Copyright 2009 www.mecaenterprises com Date 7/20/2009 Project No 09150 Company Name ZENOVIC ASSOCIATES INC Designed By SRH Address 301 EAST 6TH STREET SUITE 1 Description SIGN FOR HARBINGER WINERY City PORT ANGELES Customer Name HARBINGER WINERY State WA Proj Location 2358 HIWAY 101 WEST PORT ANGE File Location \Zen server \data \Active Proiects \09150 HARBINGER WINERY \ENGR \Structual \WIND LOADING wnd Detailed Wind Load Design(Method 2) per ASCE 7 -05 Basic Wind Speed(V) 100 00 mph Structure Type Other Structural Category II Exposure Category C Natural Frequency N/A Flexible Structure No Importance Factor 1 00 Kd Directional Factor 0 85 Alpha 9 50 Zg 900 00 ft At 0 11 Bt 1 00 Am 0 15 Bm 0 65 Cc 0 20 1 500 00 ft Epsilon 0 20 Zmin 15 00 ft B Horizontal Dim 10 00 ft Ht- Grade to Top of Sign= 14 50 ft W Sign Depth 3 50 ft S Vertical Sign Dim 8 50 ft Bs- Ratio of B S 1 18 Sh- Ratio of S Ht 0 59 E Solidity Ratio 100 00 Gust Factor Category I Rigid Structures Simplified Method Gustl For Rigid Structures (Nat Freq >1 Hz) use 0 85 0 85 Gust Factor Category II Rigid Structures Complete Analysis Zm 0 6 *Ht 15 00 ft lzm Cc *(33 /Zm) ^0 167 0 23 Lzm 1 *(Zm /33) ^Epsilon 427 06 ft Q (1/(1 +0 63 *((B +Ht) /Lzm) ^0 63)) ^0 5 0 95 Gust2 0 925 *((1 +1 7 *lzm *3 4 *Q) /(1 +1 7 *3 4 *lzm)) 0 90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0 85 Design Wind Pressure Other Structures Elev Kz Kzt qz W 1 70) ft psf psf 14 50 10 00 5 00 0 85 0 85 0 85 1 00 1 00 1 00 18 472 18 472 18 472 26 69 26 69 26 69 Note W Pres Cf is Wind Pressure based on Cf(Force Coefficient) Figure 6 -20 Wind Loads for Solid Signs Freestanding Walls caseA F F fi Wind Reap Case B is— 0.28 Wmd Range r Si Notes 1) Signs with openings comprising 30% of gross area are considered solid signs 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) Case C only applies when Bs 2 Transverse Direction Longitudinal Direction Torsional -Load Cases Low Rise Bldg Provisions per Fig 6 -10 MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0 55 0 18 -0 18 18 47 6 83 13 48 2 -0 1 0 18 -0 18 18 47 -5 17 1 48 3 -0 45 0 18 -0 18` 18 47 -11 64 -4 99 4 -0 39 0 18 -0 18 18 47 -10 53 -3 88 5 -0 45 0 18 -0 18 18 47 -11 64 -4 99 6 -0 45 0 18 -0 18 18 47 -11 64 -4 99 1E 0 73 0 18 -0 18 18 47 10 16 16 81 2E -0 19 0 18 -0 18 18 47 -6 83 -0 18 3E -0 58 0 18 -0 18 18 47 -14 04 -7 39 4E -0 53 0 18 -0 18 18 47 -13 11 -6 46 1T 1 71 3 37 2T -1 29 0 37 3T -2 91 -1 25 4T -2 63 -0 97 Low Rise Bldg Provisions per Fig 6 -10 MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf psf psf 1 0 4 0 18 -0 18 2 -0 69 0 18 -0 18 3 -0 37 0 18 -0 18 4 -0 29 0 18 -0 18 5 -0 45 0 18 -0 18 6 -0 45 0 18 -0 18 1E 0 61 0 18 -0 18 2E -1 07 0 18 -0 18 3E -0 53 0 18 -0 18 4E -0 43 0 18 -0 18 1T 2T 3T 4T 18 47 18 47 18 47 18 47 18 47 18 47 18 47 18 47 18 47 18 47 4 06 16 07 10 16 8 68 11 64 11 64 7 94 23 09 -13 11 11 27 1 02 4 02 2 54 2 17 Notes 1) Min P qh (GCPf +GCpi)) Notes 2) Max P qh (GCPf GCpi)) Notes 3) For Torsional Load Cases, the zones are designated with a 'T The pressures(Min P Max P) are 25% of the full design wind 10 71 9 42 -3 51 2 03 4 99 4 99 14 59 -16 44 6 46 4 62 2 68 2 35 0 88 0 51 7(g' pressures(Ld Case 1T= 25 *1(ld case 1),2T =25 *2 3T =25 *3 4T= 25 *4) Exceptions to Torsional Load Cases One story buildings with mean roof height< =30 ft(9 lm) buildings with two stories or less framed with light frame construction and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases (Note 5 of Figure 6 -10) 4 4 41 4 u 4 4 4 P T 6x12 HF #2 POST 4 n4 POST SECTION S.. Scale: 1/2' 1 NOTCH FOR THRU BOLT (TYP P T 4x12 HF #2 NY \Y \Y V \Y \Y \Y \y v 4 4 CONCRETE BACKFILL 2" THICK PRE -CAST CONCRETE PUNCH PAD FRONT ELEVATION Scale: 1/2' 1 0 2 0 b O UNDISTURBED NATIVE MATERIAL (TYP TITLE. m 1 m O sto N. O N O N N p 11 CLIENT co r D. PT 4x12 BLOCK .D D 3' L- P T 4x12 HF #2 P T. 4x8 HF#2 STEEL BRACKETS D CITY OF PORT ANGELES ConstrUctio- r' The Issuance of this permit based upon these plans cations and other data shall not prevent the build` Thin thereafter requiring the correction of error pla, specifications and other data, or from f building operations being carried on thereunder violation of all codes and ordinances of this Ap royal Dat D JC NEW SIGN FOR HARBINGER WINERY 2358 HIGHWAY 101 WEST PORT ANGELES, WA 3' ti' n HARBINGER WINERY 2358 HIGHWAY 101 WEST PORT ANGELES, WA 98363 FIL STEEL BRACKETS 1 trM INCORPORATED GENERAL NOTES SIGN ELEVATION AND SECTION 1 Engineering Design loads: Roof live Iood: 25 psf (snow) Wind loading based on:100 mph /Exposure "C" Seismic Zone: D per I.B.C. 2. Construction shall conform to these plans and all applicable codes and local ordinances including the 2006 Edition of the International Building Code. SOIL NOTES 1 Foundation design is based on: soli bearing capacity of 2000 psf with increases per I.B.C. Table 1804.2. 2. Any unusual soil conditions such as organic soils, cloy pockets or uncertified fills shalt be brought to the attention of the engineer prior to construction. WOOD FRAMING NOTES 1 All framing shall be Douglas Fir /Larch as follows unless noted otherwise on the plans. a. Studs, cripples and miscellaneous vertical framing shall be stud grade or better b. Joist and rafters shall be No. 2 or better c. Headers and beams shall be No. 2 or better 2. Plywood sheathing shall be grade C -D exterior glue or Structurol II, exterior glue in conformance with IBC standard 2304 Oriented strand board of equivalent thickness, exposure rating and panel index may be used in lieu of plywood. Sheathing fasteners shall be driven flush to face of sheathing with no countersinking permitted. Nailing shall be per IBC Table 2304.9.1 unless noted otherwise on plans and /or in shear wall schedule. Z ENOVIC ASSOCIATES 3. Timber connectors shall be A36 steel, Y" thick minimum. Where steel connector attaches two members, one -half of the nails or bolts shall be .placed in each member All bolts in wood members shall conform to ASTM A307 All connectors used with pressure treated wood shall be Post Hot Dipped Galvanized, or SST300 (Stainless Steel). Use only stainless steel fasteners with stainless steel connectors. Use only Hot Dipped Galvanized fasteners with Post Hot Dipped Galvanized connectors. 4. Holes for bolts shall be the bolt diameter plus )f6 5. All bolts, threoded rod and lag screws shalt be tightened on installation and retightened before closing in or upon completion of the job. 6. All bolts, log screws and threaded rod sholl be provided with washers where the nut head bears on the wood. Woshers shall have a minimum dimension of at least two bolt diameters. 7 All nails for structural work shall be common wire nails as indicated on the plans or ICBO approved mechanically driven fasteners of equivalent holding strength. Nail size and spacing shall be as required by the IBC Table 2304 9.1 and as specified on these plans. CONCRETE NOTES 1 Concrete shall be a commercially available transit -mix properly proportioned and delivered to the site in ready -mix trucks. Aggregate size shall be o maximum of 1) Slump should not exceed 4 2. All cement shall conform to the ASTM Standard C -150. All aggregate shall conform to ASTM Standard C -33. 3. Concrete used shall have a minimum 28 -day compressive strength of 2500 psi and shall not contain less than 5 sacks of cement per cubic yard. 301 E. 6TH STREET SUITE 1 PORT ANGELES, WA 98362 PHONE: (360) 417 -0501 FAX: (360) 417 0514 EMAIL: ZENOVICOZENOVIC.NET