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HomeMy WebLinkAbout306 N Jones St - BuildingApplication Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Owner DRYKE STEVE /LYNETTE 719 SOUTH N STREET PORT ANGELES Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty 25 00 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date WA 98363 Qty Unit Charge Per MECHANICAL PERMIT BASE FEE 2 00 7 2500 ECH ME VENT FAN Qty Unit Charge Per T \Policies \1102_15 building permit inspection record05.wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 05- 00000553 326268 306 N JONES ST 06 30 00 5 3 1150 0000 COMM NEW CONST COMMERCIAL OFFICE 75000 Contractor OWNER TOTAL LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS BUILDING PERMIT COMMERCIAL 55665 842 25 Plan Check Fee 7/29/05 Valuation 1/25/06 Unit Charge Per BASE FEE 7 0000 THOU BL -50 001 100K (7 00 PER K) 55681 61 50 Plan Check Fee 7/29/05 Valuation 1/25/06 BASE FEE 4 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP Date 7/29/05 3 70 1 00 528 00 14000 00 5584 00 43 60 1 00 547 46 75000 Extension 667 25 175 00 00 0 Extension 47 00 14 50 Permit PLUMBING PERMIT Additional desc Permit pin number 55673 Permit Fee 75 00 Plan Check Fee 00 Issue Date 7/29/05 Valuation 0 Expiration Date 1/25/06 Extension 47 00 28 00 Special Notes and Comments A minimum 2A 10BC fire exinguisher is required 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 as 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 performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if 4ner is builder) Date BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE FOUNDATION• FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS 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 SHEAR WALL /HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING ELECTRICAL LIGHT DEPT DATE ACCEPTED YES NO 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I 1 1 I FIRE DEPT PLANNING DEPT 417 -4750 I 1 1 1 PLANNING DEPT BUILDING 417 -4815 1 1 1 1 BUILDING T \Policies \1 102_15 building permit inspection record05 wpd 1/4/2005] COMMENTS yr PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING ESA. LANDSCAPING I I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE I ACCEPTED 1 YES I NO Page 2 Application Number 05 00000553 Date 7/29/05 Application pin number 326268 Special Notes and Comments Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit 07/12/2005 03 59 PM SROBERDS The proposal received a CUP approval CUP 02 01 in 2002 to allow a radio control recreational use in the CO Max building area was set at 5440 sq ft The site bldg must be limited to 5440 sq ft w /pit area of 1080 sq ft Total lot coverage including the 528 sq ft res will be 43' With reduced bldg size no land use issues are anticipated 07/22/2005 10 55 AM SROBERDS The current site plan identifies a 5440 sq ft building which was approved for the use by CUP 02 01 No further land use issues are anticipated Electrical load calculations and electrical permits are required A Job Order may be required $0 Connect Fee 07/06/2005 04 28 PM JHEBNER Any modifications to the City s electrical facilities will be at the customer s expense Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to prouring concrete CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Fee summary Charged Paid Credited Due Permit Fee Total 978 75 978 75 00 00 Plan Check Total 547 46 547 46 00 00 Grand Total 1526 21 1526 21 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 as commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that 1 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 performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \Policies \1102_.5 building permit inspection record05 wpd 1/4/2005] CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE FOUNDATION• FOOTINGS WALLS FOUNDATION DRAINAGE DOWN SPOUTS 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 SHEAR WALL /HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \Policies \1102 15 building permit inspection record05 wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD DATE ACCEPTED YES NO SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I 1 1 I FIRE DEPT I 1 1 PLANNING DEPT BUILDING COMMENTS r," DATE I ACCEPTED YES I NO 1 I I I I I ooRr,, 3 flaw Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Owner DRYKE STEVE /LYNETTE 719 SOUTH N STREET PORT ANGELES Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee Issue Date T \Policies\ 1102.15R 1/05] WA 98363 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 05 00000553 326268 306 N JONES ST 06 30 00 5 3 1150 -0000 COMM NEW CONST COMMERCIAL OFFICE 75000 Contractor OWNER TOTAL t LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS PUBLIC WORKS COMM WATER SERV 54486 715 00 Plan Check Fee 7/29/05 Valuation 1/25/06 Qty Unit Charge Per 1 00 715 0000 EA PW W/M 1 SERV 5/8 METER RIGHT OF WAY 54478 50 00 Plan Check Fee 7/29/05 Valuation 1/25/06 STREET ALLEY RESTORATION Qty Unit Charge Per 1 00 270 0000 ECH STREET ALLEY RESTORATION SANITARY SEWER HOOK UP Signature of Contractor or Authorized Agent Date Date 7/29/05 3 70 1 00 528 00 14000 00 5584 00 43 60 1 00 00 0 Extension 715 00 00 75000 Qty Unit Charge Per Extension 1 00 50 0000 ECH RIGHT OF WAY PERMIT 50 00 54494 270 00 Plan Check Fee 00 7/29/05 Valuation 75000 1/25/06 Extension 270 00 54502 110 00 Plan Check Fee 00 7/29/05 Valuation 75000 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 as 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 performance of construction ,2:VGLe Signature of Owner (if owifer is builder) Date PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T \Policies \1102.15R [1/05] RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 PERMIT INSPECTION RECORD 8 CALL 417 -4807 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES 1 NO 1 I 1 1 1 I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING 1 1 1 1 1 I I 1 Application Number 05 00000553 Application pin number 326268 Expiration Date 1/25/06 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Date 7/29/05 Qty Unit Charge Per Extension 1 00 110 0000 EA SAN SEWER HOOKUP 110 00 Special Notes and Comments A minimum 2A 10BC fire exinguisher is required Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit 07/12/2005 03 59 PM SROBERDS The proposal received a CUP approval CUP 02 01 in 2002 to allow a radio control recreational use in the CO Max building area was set at 5440 sq ft The site bldg must be limited to 5440 sq ft w /pit area of 1080 sq ft Total lot coverage including the 528 sq ft res will be 43% With reduced bldg size no land use issues are anticipated 07/22/2005 10 55 AM SROBERDS The current site plan identifies a 5440 sq ft building which was approved for the use by CUP 02 01 No further land use issues are anticipated Electrical load calculations and electrical permits are required A Job Order may be required $0 Connect Fee 07/06/2005 04 28 PM JHEBNER Any modifications to the City s electrical facilities will be at the customer s expense Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to prouring concrete Fee summary T \Policies \1102 15R [1/05] Charged Paid Credited Due Permit Fee Total 1145 00 1145 00 00 00 Plan Check Total 00 00 00 00 Grand Total 1145 00 1145 00 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 as 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 performance of construction Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 1 T \Policies \1102.15R [1/05] PERMIT INSPECTION RECORD CALL 417 -4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT J013 SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES 1 NO 1 1 1 1 1 I 1 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE I ACCEPTED 1 YES 1 NO CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT BUILDING 1 1 I 1 1 1 1 1 I 1 1 1 LI ON? Address. C l 6-eOQa 1 'Odic/ Contractor ON 12 Address PROJECT ADDRESS LEGAL DESCRIPTION Lot: j 7 q• Block: CLALLAM COUNTY PARCEL NUMBER. Credit Card Holder Name: Billing Address: Credit Card Type VISA MC tr TYPE OF WORK. Residential X New Constr Multi family Addition Commercial Remodel Repair BRIEF DESCRIPTION OF ?HE PROJECT Total lot coverage PLANNING USE ONLY BUILDING. PERMIT APPLICATION Fill out COMPLETELY and in INK. Y our application and site plan MTJST•B COMPLETE to be accepted for review If you have any questions. call PERMITS (360) 417 -4815 FAX(360)417-4711 Applicant or Agent: L `'(/1 e ffe S kc4e.- Phone Owner m. Phone. City H k- /.J)ct e f r S Architect/Er bgineer 1 G (3) we 4) State License r City. 306 W. Jo Re -roof Move Demolition Sign Stove Garage Deck Other City COMMERCIAL/RESIDENTIAL Occupancy Group No of Stones: I Lot Size: 'Da( Y /Existing Sq Subdivision. ESA/Wetland(s). Yes No SEPA Checklist required? Yes No Other T'\Policies\BL 1102_13.wpd Apphcant: Exp FOR OFFICL/L 11SL ONLY Date Rec. 7 /5/0.6 Permit #:O 553 Date Approved. VDate Issued. 1S2 -SS(/5 Phone. U 2_-g5 Phone. Zip ZONING f P3 0? e_o Can i-T Exp. Date. SIZE/VALUATION S44Q SF /SF SF /SF SF /SF TOTAL VALUATION saz) c �2 Occupant Load. Construction Type Proposed Sq Ft. S 5 r(/ TOTAL Sq. Ft. Q Date: _7 S -o cue APPROVALS. PLAN BLDG DPWU FIRE OTHER VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the apphcant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE IF a plan check fee is due it must be submitted at the time the building penrut apphcation and construction plans are submitted. All other permit fees are due at the time of permit issuance EXPIRATION OF PLAN REVIEW If no permit is issued withm 180 days of the date of apphcation, the application will expire. The Building Official can extend the time for action by the apphcant up to 180 days upon written request by the applicant (see Section R105.3.? of the International Building/Residential Code, 2003) No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. 1 am authorized to apply for this permit and understand that 11 is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. oa -O" 'r 1'129 321 80 Feet 1 1' 103 1r2 1 20 1 20 Vertical Datum NAVD 88 Horimntal Datum NAD 83/91 11 1'_3 Area Map '209 f. 221 This map is not Intended to be used as a legal de npti This map /drawing is produced by the Citv of Port Angeles for its own use and p rpo An other tse of tins map /drax mg shall not be the spa ibiliti of the City 21' 22? Prescriptive Approach Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Building..bepartrinerit.Use .enly Lot: L 7 1 S PL I t Permit. Address 3 lo SnNe5 Notes. City oR f !`t E� S State (-1.)1 Zip 9 R 1 3 ri 2.. Contact: S` I LL Cj LL hP-c Phone. S2 2 S-(S U (tO S S S Phone 2. Fax: Table 6 -1 PRESCRIPTIVE REQUIREMENTS 1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing 1 Glazing U- Factor 1 Door Wall Wall Wall Slab Option Area U- Ceiling' Vaulted Above Int Ext Floor On of Floor Vertical Overhead" factor Ceiling Grade Below Below Grade Grade Grade III Unlimited GroupR3 040 0.58 0.20 R38 R30 R21 R21 R10 R -30 R10 Occupancy Only See the code text for footnote references Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Extension Energy Program Prescriptive Simple Form Climate Zone 1 This project complies with the following The project is a single family residence or duplex. The project is wood frame OR all of the insulation is interior or exterior of the framing All building components meet the requirements listed in Table 6 -1 Option III The project will meet all other provisions of the WSEC and VIAQ The project will take advantage of the following exceptions to the prescriptive option 602.6 Exception 1 One door that is 24 ft. or less, that does not meet the standards is allowed. Location of the door taking this exception 602.6 Exception 2. Doors with a U- factor of 0 40 allowed without calculations Option III only Location of the door(s) taking this exception Ty a1= e Le C I -1Zl C 7/26/2004 .3 6 ego co,15 2 1, €0 2,0° b',1 c--r nr yz-t--- 1,0 r 1L ct ‘a\\\ .53 il l 4 EXPIRES 9/2 d 19 y 1/ J -1'i 1q2 f -0 1 I _r \c —10 -1-° X10 t�p� /fo�fo7f�'�a�J `ra a 4,a') J S� \1 \-i 0 )(90 9 .2k 1 3 �o 4) Vi- 5+ 233 2 .11"‘ i 4if ,:V )W, O ■_o 0; 00 234 co) CRAIG R. OWEN Engineer Structural En in 98362 Consulting port Angel 457- 802 1st St. 36�) t 64) 452'8574 FAX t 44 2 EXPIRES 9/211 A ction SP orts Building W A S Steve nette Dryke 310 Jones St. 310 To ^O,v/ wale 2 0 zlf 39 4- 164 22 t )0 6 S38'f,TJ�/)2S)�- 2.41X 2 „96 Z CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 SSW Action Sports Building Steve Lynette Dryke 310 N Jones St. (.3 6 311 375) 1 (2 0 4 7) 0 2. 7 el' 2..-,5 15 --t i '7 -t Z) 4, dp ,$Z 10) 2_ 2,,. lG� l (17 1:: l. ij 0( 1 3S 33,'7 2�,� I a ,-2,2 -18) Sa 4 4 46,C, ).$79 Z t ..-4 1 Q si) '3,'7 3 q if 77 9 e i 4 47 2 2 1 S .4 `f 4 4.4- 2410 (1) 3)( z -10, x 13/1 17 7 I e i &(72 (1'2, 2.40fi.)7) 1 q 7 7.1j(1 c) 2. 7 I 2) .1Y 4 1-y/ 'c()/ ,2333 1.� Co n,Qt QA I 0 4 (4) 4Q. a o 90 40- ovh 6G G z�4 4 0 Z,S .Z Hal P� c✓ >rr ex ar C 2 ""4 9�_o_Co�J =4 35d -6 z4 6 (2--1-(2.0t-(8c0= 7 so( 0J-0 (36) +(241 52)-(0) +((9)= g2) 7 1 rq -2) 2.1 YrM 6 go_ (z4 6)(36 21 v 1 7 4 -3-- 12-x) Q err 6 2 9/05 CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457 -8020 4y u 17175 S'SI ONAL EXPIR£S 9/21/ 0 5 SSW Action Sports Building Steve Lynette Dryke 310 N Jones St. 3 ost 2_8 e ms Lt) A_ ,PL ,2 7 )0)() 6 2). 7 Jl2,o3 x 1 OS)`dv 5i J x CRAIG R OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 X 3 7 8 56 .5 z 17 67 2I SSW Action Sports Building Steve Lynette Dryke 310 N Jones St. '1 ct rt". c4_ 4 1),/./4 104 iip1, Da? 0 4.?) ,)4s 6Y/ 7 X) �l 9 sn (n) X 7 0 r- 41; (0)56 c,, 4 )7i (1 A/o( (54/ y 4 CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 SSW Action Sports Building Steve Lynette Dryke 310 N Jones St. Zg /o: 2'16 2 7? 2 ''2, w „Lt. 6 9os 2.)t, L2) &az_ k)))4 W CNTK 1� CRAIG R OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457-8020 070 _6j 2 1 1 33 SSW Action Sports Building Steve Lynette Dryke 310 N Jones St. 6 o51 di,,J4 Ale 4 r 6% i5 )Z, (4 Si w (0)3 06 le 14)2 (s is J CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 i 3s $J± Z�) l ?I g y 1 SSW Action Sports Building Steve Lynette Dryke 310 N Jones St. (,(4 Co rs-sj rsi i t v-is.- i 51 1 1 af)0 2 e 2 11 6 k, 1 ------1-- EXPIRES 9/2 60h t I i e 66'4- i 5:- Z7 \I\ 1 t 5 2 07 g 7..)(1 ,11) 0,)(7 .1'6j) 1(1r3) r A C"OK Q-74,1 A t 2 5b1p \1 23° c 51 ow% et°",i°190 12 SI er"1"j'342/71 CRAIG R. OWEN Consulting Structural Engineer 220 E. ist St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457-8020 e_ ,)0 z 0 (2 1 SSW Action Sports Building Steve Lynette Dryke 310N Jones St. CA f4 vft., "ta c\J a. T 1)) 0 1 EXPIRES 9/21/07 8 76_5 2)(2) 12) 3 92 (I-Pv•)r) 2 4 3 ci 2 7z-11 74 CRAIG R OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457-8020 3 7 SSW Action Sports Building Steve Lynette Dryke 310N Jones St. 26dfco14 u 10' 1111 5x5.5df #2 z 75SL+DLw/ 75W(moment Simple Solid- column Desi:?n. P 2241 E 1 1600000 F C x 1708 1350x1 15x1 1 b =15 I =120 d =5.5 1 =12 c =8 K =.3 F cE 1 F cil =F cx F c12' =F KcEEI F cEl 1 008 10 2 d1 K CE •E F cE2 \2 e2 b, 1+ F cEI F cx 2c r 1 FcE2 F cx, 2c F c1 F c i 2 if F ca <F cif F cil otherwise FcE2 =75103 r 2 1 FcEl 2c F cE2 2 cE2 1+ F cx, F cx, 2 i c Dryke SSW Raceway Bldg TIMBER STUD CAPACITY F Cl 843 646 CRAIG R OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457-8020 P= column load Ei= modulus of elasticity with adjustment factors Fcx= allowable compressive stress with adjustment factors Iel= effective length pnmary axis 1e2= effective length narrow axis d= wide face dimension b= narrow face dimension c1= 0 8 for sawn lumber ci= 0 85 for round timber piles ci= 0 9 for glued laminated timbers KcE= 0.3 for visually graded lumber KcE= 0 418 for products such as machine stress -rated sawn lumber and glued laminated timber. FcE1= strong buckling factor FcE2= weak axis buckling factor Fic= allowable column stress fc= actual column compressive stress SR= stress ratio cEI F cx, c F C12 =1 619 10 X= f P f 271 636 c d• b f c SR SR 0.322 F CI Flexure with Axial Compression M 1 7804 M 2 0 M1= strong axis moment, pound inches M2= weak axis moment, pound inches F 2153 900x1 15x1 6x1.3 Fbli= allowable bending design value strong axis bli Fb2i= allowable bending design value weak axis KbE= 0 438 for visually graded lumber KbE= 0 609 for products such as machine stress -rated lumber F b2i 2476 900x1 15x1 6x1.3x1 15 and glued laminated timber KcE= 0.3 for visually graded lumber KcE= 0.418 for products such as machine stress -rated sawn K b 438 K cE .3 lumber and glued laminated timber f M b• d M26 f b2 d b 2 b2 f b1 =1 032 10 R le2d RB 17127 b FbE bEE FbE= 2.389.103 RB 2 CSR r F c f bl f c F bli 1 F cEl, fbl= primary axis bending stress fb2= flatwise bending stress FbE= critical buckling design value for bending members CSR= Combmed Stress Ratio f b2 f c bl �2 F b21 1 cE2 F bE CRAIG R OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 i/ag CSR 0.76 SSW Action Sports Building Steve Lynette Dryke 310 N Jones St. 71 (006 5 v QA/ 3 )),5 s Y 2 P 1 C4' N 4 T46Z 30 1 k?)L__76,9Z &3 G (3 )6 -30- )K, S 3`) 61„g Z) I ya r, j -gx 7 Z 6 8 TONAL EXPIRES 9,2/t.25 CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457-8020 SSW Action Sports Building Steve Lynette Dryke 310 N Jones St. 00e)-c ..2-$)&.f.X2..) 22-70 Z (2 Z," 1 yo x CRAIG R OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457 -8020 ry J �l 'Rn �J f 1 A cJ OZ3 j ej Al r‘ n t3 ©J1.2U ,3 3+ \1 4)( (5 rta welt 1/4,1-2 -f-z) ce/, 41, Z �O ;J) 1 2)(1 fq L) ,o o o44 �=5. 010 00)(1-31, SSW Action Sports Building Steve Lynette Dryke 310 N Jones St. 7J X ,,L 10-x CoN Mp 644, 60- CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457-8020 LS 34A (---1-)A L 4k,oly 1.5'3 81, 86 R. 0 r aPIRES 9/21/ d 5 0 2)&9 42 61,)Lq ook21) SSW Action Sports Building Steve Lynette Dryke 310N Jones St. 4-1 o• rafb 1 (7-g 06 2 \i‘lc CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457 -8020 (e40 1,7/ ()C.?)(3 r .sG 4 I 0 L•v- f }C1i IN) 96),As -(71)399,44)* --(112 C7S.2f —(2-07)/33.).;. 21-0 SSW Action Sports Building Steve Lynette Dryke 310 N Jones St. lea' (el) b 6:0 Dear Steve. ORT NGELES W A S H I N G T O N U S A. Public Works Utilities Department July 18, 2005 Steve Dryke 1211 Georgian St Port Angeles, WA. 98362 Subject: 306 N Jones St New Service Job# 9965 The estimated cost of labor and materials supplied by the City to provide electrical service for your property is 200 00 This estimate was based on the data you provided and is subject to review This quote is good for 180 days. The City will be responsible for the following 1) Providing and installing the 120/240v meter The owner /contractor will be responsible for the following 1) Providing installing and future maintenance of the service riser on the pole (Ref Underground Service- Secondary Riser CR 5 01) 2) Providing, installing and future maintenance of the underground service wires in conduit from the power pole to the house and /or meter base (Ref Trenching Specifications UM 0 01 -S) 3) All Required Permits. (Building, R/W, Electrical, etc.) 4) Payment of 200 00 If the actual cost of construction exceeds the estimated amount, there will be no further billing If the actual cost is less than the estimate, the difference will be refunded to you Phone 360- 417 -4805 Fax. 360- 417 -4542 Website www cityofpa.us Email publicwor-ks @cityofpa.us 321 East Fifth Street P 0 Box 1150 Port Angeles WA 98362 -0217 n G Hebner Electrical Engineering Specialist ihebnerna cityofpa.us 360.417 4706 Ref: WF309801/01 Payment of the estimated amount will authorize the City to schedule the work. If you have any questions or concerns, feel free to contact me at 360- 417 -4706 Cc: James Harper Electrical Engineering Manager Al Oman, Electrical Inspector Dave Yasumura, Permit Tech Attachments: 2 W 0 133?!1S G'NVI9e1O 9 SSW ACTION SPORTS STEVE 4 LYNETTE DRYKE J Arc Pa Project RC OAR TRACK BUILDING Title Asaliairfetrialk 310 N JONES ST. SITE pl-AW Scale Ye" =1, I Drawn by cp I Checked by I Job No, 05178 I Date I Sheet 4.1.44-11. -p II FLOOR PLAN JUNE, 2005 I I LD 60 eQ Pr. V 6 a• 4 ar 3 v 2 I4ANDICAP PARKING 8 1 Approval Date By FIlE OPPIKSVP CITY OF PORT ANGELES Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shalt not prevent the building official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances of this ictio¢ awca wow sow CrIPATOR 1 yY� vet- t 10 11 X O LU en rn p_ 12 J w N m r= a 2 o 6 o 1 t, I— Z !t Q u e a O IL Z o I. DESIGN CRITERIA- NOTES A. 2003 INTERNATIONAL BUILDING CODE B. SNOW LOAD= 20 PSF GROUND, USE 25 PSF BALANCED ROOF SNOW, 30 PSF RILL UNBALANCED SNOW. Pr 1.00 C,• 1.0 I 1.0, Ct 12. C. WIND SPEED: 100 MPH (3 SECOND GUST) (SHOULD BE 85MPI- )I .m 1.0 FOR ENCLOSED STRUCTURE. EXPOSURE C, GCp: ■±0.113, SECTION 6 CF ASCE 1. (95 -02) FOR PRIMARY SYSTEM 4 CLADDING. D 5t 12 4 3.41:12 ROOF SLOPES. E. SEISMIC USE GROUP I, Ii• 1.00, S •4661 SITE CLASS D S S .41.1%, SEISMIC DESIGN CATEGORY D, WOOD STRUCTURAL PANEL DIAPHRAGMS AND LOAD BEARING SHEAR WALLS WITH DESIGN BASE SHEAR CALCULATED C •.125, R •6.5, WITH SECTION 1611 OF THE IBC USED TO DETERMINE THE SEISMIC DESIGN FORCES. F FOUNDATION DESIGN 16 BASED ON ALLOWABLE SOIL PRESSURE FOR CLASS 4 MATERIALS OF TABLE 16042 IBC. FOOTING AND SLAB SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL FREE CF ORGANIC MATERIAL. THIS 16 TO ESE VERIFIED BY OTHERS. GRANULAR SOILS, COMPACTED TO 95% PER ASTM DI551, MAY BE PLACED OVER THE NATIVE SOIL. G. LOAD COMBINATIONS PER SECTION 16053.1 IBC. HI. DESIGN CF PLUMBING, ELECTRICAL AND MECHANICAL SYSTEMS BY OTHERS. 1. CONTACT THE ENGINEER REGARDING ANY DISCREPANCIES, UNUSUAL OR GNEST10 4ABLE CONDITIONS. J. ROOF TRUSSES SHALL BE DESIGNED BY A WASHINGTON STATE REGISTERED ENGINEER FOR TRUSSES AT 2' ON CENTER SPACING. TRUSSES SHALL BE CONSTRUCTED OF KD DOUGLAS FIR AND ANY ECCENTRIC CONNECTIONS SHALL BE FULLY DOCUMENTED WITH CALCULATIONS TO INCLUDE THE EFFECTS OF ECCENTRICITY 04 THE MEMBERS AND TRUSS PLATE CONNECTORS, SPECIFICALLY AT THE HEEL CONNECTIONS WHERE TIE TOP AND BOTTOM CHORDS POTENTIALLY INTERSECT AT DIFFERENT LOCATIONS ABOVE THE BEARING POINT. TYPICAL DESIGN LOADS SHALL BE 25 PEP UNIFORM SNOW OR 30 PIF UNBALANCED SNOW 04 ONE SLOPE WITH 4 PSF TOP CHORD MAXIMUM DEAD LOAD AND 8 PSF LOVER CHORD MAXIMUM DEAD LOAD UHEN COMBINED WITH SNOW ACTUAL TRUSS WEIGHT SHOULD BE ADDED. THE LOILER CHORDS SHOULD BE CAPABLE OF RESISTING A 200 POUND CONCENTRATED LOAD AT ANY LOCATION. SEE DIAGRAM FOR WIND UPLIFT DESIGN CRITERIA WITH MINIMUM DEAD LOADS. THE LOADING DIAGRAM FOR WIND UPLIFT PLUS MINIMUM DEAD LOAD SHALL BE AS FOLLOWS: NOTE: DEAD LOAD 15 INCLUDED EXCEPT THE ACTUAL DEAD LOAD CF THE TRUSS MAY BE DEDUCTED. DO NOT INCLUDE UPLIFT LOADING ON OVERHANG WHERE IT DECREASES MEMBER STRESSES. USE THE MINU•UUM LOVER CHORD DEAD LOAD TB PEW M COMBINATION WITH WIND UPLIFT. TYPICAL TRUSS UPLIFT: i, 28 PSF FOR 6V2 INTO BLDG 28 PSF FoR PSF %till 64y INTO BLDG •raild '�,I 2 PSF TRUSS DL DO NOT INCLUDE UPLIFT LOADING ON OVERHANG WHERE IT DECREASES MEMBER STRESSES. UPLIFT LOADING TO THE FIRST (2)INTERIOR TRUSSES 4' FROM THE END WALLS: END (2) TRUSS UPLIFT: 41 PSF FOR 6� INTO BLDG 41 Per FOR 6 VT'I 7-1 41 ep 1 28 PeF 74,14, Te F'8F 41 PSF FOR 611 18 PSF 18 PSF FOR OVERHA: r FOR r i 2 POP TRUSS DL 34 16 PSF ERECTION BRACING FOR THE TRUSSES AND PERMANENT BRACING FOR UEB MEMBERS IN COMPRESSION WITH WIND UPLIFT SHALL ALSO BE SPECIFIED BY THE TRUSS DESIGN ENGINEER SWOP DRAWINGS FOR THE ROOF TRUSSES SHALL BE SUBMITTED TO THE ENGINEER TO OBTAIN APPROVAL PRIOR TO FABRICATION OR OPPOSITE DIRECTION SEISMIC COLLECTOR TRUSS 5/12 TRUSS(ES) IN LINE WITH THE BEARING WALLS FOR 3.41:12 TRUSSES 28 Per FOR 61i INTO BLDG 45 PSF FOR OVERHANG TRUSS OVERFRAMING NOTES THE ROOF TRUSS MANUFACTURER IS TO PROVIDE THE OVER FRAMING PACKAGE TO AVOID OVERSTRESS OF THE TRUSSES BELOW (OR THE OVERF ZING) FOR B0T1-1 THE SNOW AND WIND UPLIFT LOADS MANY CONNECTIONS WILL BE REQUIRED FROM THE OVER FRAMIN, THROUGH HOLES OR SLOTS IN THE TOP CHORD SHEATHING TO THE TRUSSES BELOW. ONE SOLUTION 16 TO PROVIDE OVERFRAMING TO RESEMBLE ENDWALL "TRUSSES' WITH THE BOTTOM CHORD SLOPE CUT AT 5:12. AS THE DEPTH OF THESE UNITS ALTERNATE LOCATION OF VERTICAL WEBS AT ALTERNATE OVERFRAMING ASSEMBLIES GETS AROUND 5' 2x4 t STIFFENERS OR OTHER BRACING WOULD BE NECESSARY FOR THE VERTICAL MEMBERS. PERHAPS THESE VERTICALS COULD BE AT 4 ON CENTER, EACH UNIT ALTERNATING THE TRUSSES BELOW WHICH SUPPORT THEM AND AVOID OVERSTRESS OF THE TYPICAL TRUSS. ALTERNATIVELY REAL TRUSSES COULD BE USED FOR THE OVERFRAMING REQUIRING SOME TRUSSES BELOW TO ACT AS GIRDER TRUSSES CARRYING A LARGER PERCENTAGE OF LOAD REDUCING THE NUMBER 4 INCREASING THE REQUIRED CAPACITY OF THE UPLIFT STRAPS. SINCE THE TRUSSES WILL PROBABLY REQUIRE FIELD SPLICING, IT 1S EXPECTED THAT THESE TRUSSES WILL BE INSTALLED BY A REPRESENTATIVE OF THE MANUFACTURER AND THAT THEY WILL BE RESPONSIBLE FOR TRUSS STABILITY BRACING DURING ERECTION. 2. REINFORCED CONCRETE A CITE SHALL BE PC 3,000 P5I. STRUCTURAL DESIGN CRITERIA IS BASED ON 2300 PSI CONCRETE TO ELIMINATE THE SPECIAL INSPECTION CRITERIA USE 5 -1% AIR ENTRAINMENT MEETING ASTM 02604 4" MAX SLUMP SLUMP MAY BE ALTERED WITH A WATER REDUCING AGENT. USE NO CHLORIDES. B. REINFORCING STEEL SHALL BE 60 GRADE, ASTM A -615. 40 GRADE MAY BE SUBSTITUTED IF 1 -1/2 TIMES AS MANY BARS AS ARE USED AS NOTED, OR 2)3 OF SPECIFIED SPACING. C. LAP SPLICE •3 BARS 16 °4 BARS 24" AND 5 BARS 30" UNLESS NOTED OTHERWISE. D. HOOK HORIZONTAL BARS CONTINUOUS AT CORNERS AND LAP SPLICE PER 5C. SEE DETAILS. E. BEND AND INSTALL REINFORCING, AND POUR AND CURE CONCRETE PER AC1 SPECIFICATIONS, INCLUDING PROPER PRECAUTION FOR FREEZING TEMPERATURES. F PROVIDE I -1/2" MINIMUM COVER FOR REINFORCEMENT FROM FORMED SURFACE AND 3" WHERE CAST AGAINST SOIL TO EXTERIOR EXCEPT WHERE OTHERWISE NOTED. 4. TIMBER A ALL 6 X AND LARGER MATERIAL SHALL BE DF °I UNLESS OTHERWISE NOTED. B. ALL LIGHT FRAMING NOT OTI ERJUISE SPECIFIED SHALL BE DF n OR BETTER C. ALL SPECIFIED TIMBER CONNECTORS ARE BY SIMPSON COMPANY CATALOG NUMBER USE THE SIZE AND NUMBER CF NAILS OR BOLTS SPECIFIED IN THEIR CATALOG, CENTERED ON THE CONNECTION, FOR EACH APPLICATION UNLESS OTHERWISE NOTED. D USE PRESSURE TREATED LUMBER M CONTACT WITH CONCRETE OR MASONRY TO MEET AWPI SPECIFICATIONS. E. INSTALL SOLID BLOCKING WITH VENT HOLES BETWEEN TRUSSES ON BEARING WALLS WHICH MAY BE '3 DF F ALL OTI TER NAILING NOT SPECIFIED SHALL BE PER TABLE 2304.9.1, IBC. G PLYWOOD SHALL BE STANDARD GRADE EXTERIOR GLUE CONFORMING TO P6 1 -83, APA APPROVED. 2 -M -W ORIENTED STRAND BOARD (OSB) SHEATHING MAY EE USED M LIEU OF PLYWOOD. a NAIL ALL ROOF FLOOR, AND WALL PLYWOOD WITH 8D GALVANIZED BOX NAILS AT 6° OC, AT EDGES, EXCEPT WHERE SPECIFIED CLOSER BLOCK EDGES OF PLYWOOD WHERE INDICATED. NAIL AT 12" OC. M FIELD TYPICALLY FOR ROOF EXCEPT AT OVERHANGS AND WITHIN 4' EXTERIOR WALLS 6" 0.C. VALUES ARE BASED ON KO DOUGLAS FIR OR GALVANIZED ANNULAR RING NAILS. OTHERWISE, 1/4 CF THE SPECIFIED SPACING IS REQUIRED. I. PROVIDE SPECIFIED EDGE NAILING FOR PLYWOOD AT ALL MEMBERS CONNECTED WITH STRAPS EVEN IF THESE MEMBERS DO NOT FALL 04 A PLYWOOD EDGE, UNLESS SPECIFICALLY NOTED OTHERWISE. SSIU_ ACTION SPORTS 3 STEVE 4 LYNETTE DRYKE Project R/C CAR TRACK BUILDING AT 310 N JONES ST Scale NO SCALE Drawn by Job No, 05128 1 GENERAL NOTES BOTTOM OF HORIZONTAL CHORD CUT AT 5:12 PITCH SP CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 Title GENERAL NOTES Checked by e Date JUNE, 2005 Sheet 1 of 11 I-1015 14010A I 4 (OR 1$ "4' GR5 WITH X 24" IE WASHER WITH 15/16" HOLE AT HOLDDOUN BRACKET) THREADED ROD EMBEDDED 30" BOLT TO 6 X 8 DF °I STUD, OR WHERE APPROVED A b X 6 SELECT STRUCTURAL DF STUD WITH 6 X 5Ii X 3/16 BEARING E UNDER STUD. DRILL FOR (4) 20d TOE NAILS INTO WOOD PLATE. I" 0 (OR 3 4 "0 GR5 OR 4140 WITH 1/4" X 2 B WASHER WITH 13/16" HOLE AT HOLDDOUN BRACKET) TIREADED ROD EMBEDDED 11" WITH DOUBLE NUT AT EMBEDDED END. SCREWED TO 4 X 6 STUD. 111"40 (OR "0 Gli5 OR 4140 WITH 3/16" X 2112" t IE WASHER WITH 13/16° 0 HOLE AT HOLDDOWN BRACKET) THREADED ROD WITH COUPLERS EMBEDDED 20" WITH DOUBLE NUT AT EMBEDDED END. BOLT TO 4 X 6 STUD AT FLOOR ABV WDC43 Vy (OR 3 4 1 GR5 OR 4140 WITH 3/16" X 24' 0 E WASHER WITH 13/16" 0 140LE AT I4OLDDO01 BRACKET) THREADED ROD EMBEDDED IT WITH DOUBLE NUT AT EMBEDDED END. SCREWED TO DOUBLE 2 X 6 STUDS. P ND6 1100 (OR 4 8 "4/ GR5 OR 4140 WITH 3/16° X 24" 4 IE WASHER WITH 13/16" 0 HOLE AT HOLDDOUN BRACKET) THREADED ROD EMBEDDED 12" WITH DOUBLE NUT AT EMBEDDED END. SCREWED TO DOUBLE 2 X 6 STUDS. TYP 24 GA X 24" STRAP AROUND ROOF OR FLOOR OPENINGS AND AT INTERIOR CORNERS (JOGS) AT EDGES WITH 8d 6' OC THROUGH 085 (OR PLYWOOD) INTO FRAMING MEMBER OR 16 GA STAPLES I' oc INTO MB WITHOUT SACKING (EG: SIPS ROOF PANELS) EXTENDING A MN OF 36" BEYOND OPENING AND 24" BEYOND ADJACENT PLYWOOD (OR 085) JOINT TYP A 0318 W/ (10) Sd EA END MAY BE USED WHERE FRAMING MEMBERS (INCL 13LKG) ARE UNDER 085 PHDS PNO2 (2) 03147 4b "0 THREADED ROD EMBEDDED 10" W/ DOUBLE NUT AT EMBEDDED END SCREWED TO DOUBLE 2 X 6 STUDS. 4 "0 THREADED ROD EMBEDDED 8" W/ DOUBLE NUT AT EMBEDDED END SCREWED TO DOUBLE 2 X 6 STUDS. COMMON NAILS UNLESS NOTED LENGTH AS NEEDED TO NAIL WITH (13) 8d NAILS EA END TO STUDS ABOVE 4 BELOW FLOOR OR HORIZ TO TRUSS, BEAM, JOIST SILL OR TO BLOCKING W/ (3) 8d PER BLOCK LENGTH AS NEEDED TO NAIL WITH (13) Sd NAILS EA. END TO (3) STUDS ABOVE 4 BELOW FLOOR OR I4ORIZ TO TRUSS, BEAM, JOIST SILL OR TO BLOCKING W/ (3) 8d PER BLOCK TO DOUBLE STUDS ABOVE AND BELOW UNLESS MEMBER BELOW 15 LARGER AS REQUIRED BY I4OLDDC IN DESCRIPTION ABOVE. (2) INSIDE AND (2) OUTSIDE WALL FACE WITH (13) 8d EACH END OF EACH STRAP LENGTH AS NEEDED TO NAIL WITH (33) I6d COMMON TI4 OR (38) I0d NAILS EA END TO 4X OR 6X ABOVE 4 BELOW FLOOR OR HORIZ TO TRUSS, BEAM, JOIST SILL OR TO 4X BLOCKING W/ (3) 16d MN PER BLOCK I Mst12 WITH (28) 16d EACH END TO 4 X 6 ABOVE AND BELOW EA STRAP TO BLOCKING, TRUSS OR BEAM MEMBER LENGTH AS NEEDED TO NAIL WITH (13) 8d NAILS EA. END TO D6L STUDS ABOVE 4 BELOW FLOOR OR HORIZ TO TRUSS, BEAM, JOIST, SILL OR TO BLOCKING W/ (3) 8d PER BLOCK SHEAR PANEL IQ 15/32" PLYWOOD ONE FACE OF WALL At PLYWOOD BOUNDARIES NAILED WITH 8d HD GALVANIZED BOX AT 6" OC. 614EAR PANEL '12\ 15/32" PLYWOOD ONE FACE OF WALL AT PLYWOOD BOUNDARIES NAILED WITH 8d HD GALVANIZED BOX AT 0=" OC. SHEAR PANEL °/3\ 15/32" PLYWOOD ONE FACE OF WALL AT PLYWOOD BOUNDARIES NAILED W/ 8d HD GALVANIZED BOX AT 34" OC. SHEAR PANEL 1 /4\ 15/32" PLYWOOD ONE FACE OF WALL AT PLYWOOD BOUNDARIES NAILED W/ 8d N.D. GALVANIZED BOX At 24" OC. SHEAR PANEL �/5\ 15/32" PLYWOOD OUTSIDE FACE OF WALL WIT14 4X6 STUDS NAILED WITH I0d 14.D. GALVANIZED BOX AT 4" OC ON PLYWOOD BOUNDARIES. STAGGER NAILS AT BOUNDARIES SHEAR PANEL 3 15/32° PLYWOOD OUTSIDE FACE OF WALL WITH 4 X 6 STUDS NAILED WITH I0d HD. GALVANIZED BOX AT 3° OC SHEAR DIAPHRAGM 15/32" PLYWOOD BETILEEN ADJACENT SEISMIC TIES. NAIL AT PLYWOOD EDGES WITH Sd GALVANIZED 80X AT 3" OC. AND 12" OC IN FIELD SOLID BLOCK PLYWOOD EDGES Project SSW ACTION SPORTS STEVE 4 LYNETTE DRYKE SILL PLATE ANCHORAGE AN ANCHOR BOLT SHALL BE LOCATED WITHN 12" CF THE ENDS OF PLATE SECTIONS BUT NO CLOSER THAN 34" FOR M "O AND 4 FOR el" 0 M8 FROM THE ENDS. HOLES DRILLED FOR BOLTS SHALL BE 1/16" OVERSIZE EXCEPT ANY HOLDOU.N ANCHOR BOLT WITHN 1 BOLT DIAMETERS FROM THE END OF A PLATE SECTION SHALL HAVE A 3/16" 0 LARGER HOLE TO AVOID SIDE CONTACT WITH THE WOOD. O 2 X 6 PT 1-IF IE WITH MA6.4' OC O 2X6PTHFE WIN MA6•24 "OC 2X6PTI.F WITH MA6•16 "OC SHEAR DIAPHRAGM ID 15/32° PLYWOOD NAIL AT PLYWOOD BOUNDARIES WITH 861 GALVANIZED BOX AT 6" OC. AND 12" OC N FIELD EXCEPT 6° OC N FIELD AT CANOPIES, ROOF EAVES, OVERHANGS AND WITHIN 4' OF RIDGES, VALLEY5 AND HIPS. SOLID BLOCK TO NAIL BON PLYWOOD EDGES AT RIDGES, VALLEYS AND HIPS WHERE BEAMS ARE NOT AT THESE CHANGES N DIAPHRAGM SLOPE. SHEAR DIAPHRAGM 19/32" PLYWOOD NAIL AT PLYWOOD BOUNDARIES WITH I0d GALVANIZED BOX AT 6" OC. AND 12" OC IN FIELD EXCEPT 8" OC IN FIELD AT CANOPIES, ROOF EAVES, OVERHANGS AND WITHIN 4' OF RIDGES, VALLEYS AND HIPS. SOLID BLOCK TO NAIL BOTH PLYWOOD EDGES AT RIDGES, VALLEYS AND HIPS WHERE BEAMS ARE NOT AT THESE CHANGES IN DIAPHRAGM SLOPE. Title R/C CAR TRACK BUILDING AT 310 N JONES ST Scale NO SCALE Drawn by SP Job No 05128 Date 2 CONN LEGEND JUNE, 2005 CRAIG R OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452-8574 FAX (360) 457 -8020 CONNECTION LEGEND Checked by aft c Sheet 1 of 1-1 c 1 n;M9 c TI Ind, 4 -0 5 -0 WINDOW V 111. cArr2Tr2a1ELE=MMIPb (3 10' 31 3' 8 2 2 I oU"-r 'r I INC: bXilt AL) tN 1 4 -0 8 -0 f 4 8 WINDOW WINDOW I0' 2x6 12" O.G. FULL HEIGHT FL-Rae>< A L 5 5/12 PITCH WITH 40 YEAR ARCHITECTURAL COMPOSITION ROOFING 1 24" O.C. HEIG}-IT T t.2) rULL HEIGHT STUV5 DF�2 rU L_� �E,H-T DF NUDE 11 J 0 WINDOW Scale Job No. EAST ELEVATION SSW ACTION SPORTS STEVE 4 LYNETTE DRYKE ProJect R/C CAR TRACK BUILDING AT 310 N JONES ST 3/16 =1' 05128 3 EAST ELEV Drawn by SCALE. 3/16 "•1' -m" SP STUDS MAY BE 24" O.G. ABOVE At BELOW DOORS 4 WINDOWS Title CRAIG R OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 EAST ELEVATION Checked by Date JUNE, 2005 Sheet 3 of 11 24 STUDS 16 I I O.0 DPI 12 STUDS 5 Pal. OPMtlid.~ 1 1' A- N A 10' -102° V KV (0/ 1' 1' SSW ACTION SPORTS GEORGIANA RACEWAY 1 PQR FUTURE ust t,' -(o'► 50' STUDS 12" O.C. STRAP TOP OF ENDWALL PLATE VER SHEATHING, ENDWALL MUST HAVE FULL HEIGHT STUD IN CENTER 7-r Q11 FUI t 1IC1GI It 711 7 c FuR FUTURE 115E ONL r SOLITk -4 ELEVATION Project Scale Job No. END THREE TRUSSES (3 TOTAL) H15 4 1414 OR FABRICATED BRACKET A 1-4\ 4 -0 5 -0 WINDOW 4' 20' SCALE. 3 /16 "e l' -0" SSW ACTION SPORTS STEVE 4 LYNETTE DRYKE R/C CAR TRACK BUILDING AT 310 N JONES ST 3/16 I' 05128 4 SOUTH ELEV /A\ DBL FULL HEIGHT DF'2 STUDS AND DB STUDS SUPPORTING HEADER CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 Title SOUTH ELEVATION Drawn by SP Checked by A0 Date JUNE, 2005 Sheet 4 or 11 END THREE TRUSSES (6 TOTAL) -I6 4 (2) 142.5A 4 5P146 W /(I2) 10d TO STUD 14' TYPICAL 50' TRUSS. HI5 4 142.5A 14' NAL t EXPIRES 9/21/ A 5/12 PITCH WITH 40 YEAR ARCHITECTURAL COMPOSITE ROOFING 14' EXPIRES 9/21/ Project Scale Job No. END THREE TRUSSES (6 TOTAL) 1416 4 (2) H2.5A 4 SPHS W /(it) 10d TO STUD 14 t LUEST ELEVATION 5 SCALE. 3/16"•1'-0" --SSW ACTION SPORTS STEVE 4 LYNETTE DRYKE R/C CAR TRACK BUILDING AT 310 N JONES ST 3/16"21 05128 5 WEST ELEV Drawn by SP CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 Title 1 UJEST ELEVATION Checked by Date JUNE, 2005 Sheet 5 of I� eKo 1 20' -815 20' END THREE TRUSSES (3 TOTAL) 1415 4 1414 OR FABRICATED BRACKET DBL FULL HEIGI �o �uu5 •r_ 3 -0 4 -0 WINDOW Ky\ r<V, NORTH ELEVATION SCALE. 3/16 l -0 75 FCI 171 75 sy„ S1 ONALO C' EX 9/21/ 1' sf AND WINDOWS A PANIC DOOR F()R DOUR F DOOR rot tUTU1:C U;r": _4, EXPIRES 9/21/ 1' STUDS 24" O.C. ABOVE DOORS 1 te r 65UI ACTION SPORTS STEVE 4 LYNETTE DRYKE Project Scale T Job No STUDS 12" O.G. STRAP TOP OF ENDWALL PLATE OVER SHEATHING, ENDWALL MUST NAVE FULL HEIGHT STUD IN CENTER r R/C CAR TRACK BUILDING 12 5 6' DF"2 STUDS 24" O.C. 14'x9' GARAGE DOOR (5) FULL HEIGHT STUDS OR 8x6 OR (4) SEL. STRUCT STUDS (4) FULL HEIGHT STUDS OR (3) STRUCT Kw/ CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 Title AT 310 N JONES St NORTH ELEVATION 3/ Drawn by S Checked by eiko 05128 Date Sheet 6 of n 6 NORTH ELEV JUNE, 2005 20 -8 5111 SSW ACTION SPORTS ,,STEvE° 4 LYNETTE DRYKE Protect RC CAR TRACK BUILDING Title 5111 5111 I-J CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 310 N JONES ST FOUNDATION PLAN Scale job ye u:1 Drawn by SP Checked b eetteo No 05128 1 FOUNDATION PLAN Date Sheet JUNE, 2005 of ll N 3 11 1 €1›. N 2 X 6 P T DF 2 fie SECTIONS 16" 16" (3) *4 e TOP ADD (2) *4 a EACH COLUMN 10 8" e.c. (3) 4'S BOTTOM *4 6 18" O.0 EXCEPT WHERE SHOWN CLOSER r Z I" DEEP SAW CUT AS SHOWN 3' -0" FROM EDGES OF SLAB FOUNDATION J f 1 3" CLE4 SL 4E3 S -1R NK4C E 2 JO NT EDET4 L SCALE I =1' -0" I I i *4 6 18" O.0 X 10' FOR 9" NET 1 6 C BE�4R NCB WALL FOOT NCB ID ETA L S THESE BARS UNDER 3" CLR AT SIM *4 18" o.c. LAP WITH TOP REINFORCEMENT 13" 14" *4 ADDITIONAL I X 10 .0 18" O.C. FOR 9" NET SPACING 3" CLR REINFORCEMENT MAY BE HOOKED OR BENT AS A CONTINUOUS BAR TO FACILITATE PLACEMENT GREATER ANCHOR BOLT EMBEDMENT TO LOWER REINFORCEMENT LEVEL MAY ALSO FACILITATE PLACEMENT SCALE 1"=1 SSW ACTION SPORTS STEVE 4 LYNETTE DRYKE *4 18" O.G. EACH WAY R/C CAR TRACK BUILDING AT 310 N JONES ST Job No. 05128 8 FOOTING DETAIL Title EXPIRES 9/21/ CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457.8020 FOUNDATION DETAILS Drawn by SP Checked by c Date JUNE, 2005 Sheet 8 of 11 HOOKS TO LAP UJK 2 OUTSIDE REINF BARS AS SHOWN TOP 4 BOTTOM OTHER REBAR AND SILL FE BOLTS NOT SHOWN 32" 32" HOOK THIS LOCATION SIM FOOTING AND REBAR CONTINUE 9 SIM 2 9J 2X6PT DF *2 fE SECTIONS 1 16" 16" 1 (3) "4'S ADD (2) *4 6 EACH COLUMN m 5" O.C. (3) *4'5 6 BOTTOM CORNER DETA L SCALE NTS NOTE BAR MAY BE FILLET WELDED TO HEAD OF HOLD DOWN BOLTS AT EMBEDDED END TO RESIST TWIST WHEN TIGHTENING IF CENTERED ON BOLT HEAD r Protect otvALI Scale ts EXPIRES 9/21/ r Job No. 05129 9 FOOTING DETAIL *4 *15" o.c. 3" CLR LAP WITH TOP REINFORCEMENT 14" 13" REINFORCEMENT MAY BE HOOKED OR BENT AS A CONTINUOUS BAR TO FACILITATE PLACEMENT GREATER ANCHOR BOLT EMBEDMENT TO LOWER REINFORCEMENT LEVEL MAY ALSO FACILITATE PLACEMENT EXPIRES 9 ENDWALL FOOT NCI ED E T4 L SSW ACTION SPORTS v STEVE 4 LYNETTE DRYKE R/C CAR TRACK BUILDING AT 310 N JONES 5T "4 HAIRPIN X 10' SEE PLAN *4 6 15" O.C. EACH WAY EXCEPT WHERE SHOWN is 9" O.0 AT le SCALE I =1' -0" CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 8574 FAX (360) 457 8020 Title s FOUNDATION DETAILS Drawn by SP Checked by eg Date JUNE, 2005 Sheet g of n INTERIOR FOOTING TO WITHIN 3' -0" OF THE EDGE OF SLAB FOUNDATION SIMILAR TO DETAIL r 3" CLR BASE PLATE DETA L TS 5x5A" GROUT 2' -2" SCALE 1 =I' -0" 6x11x%4" PLATE WITH l THREADED RODS 9 1 Y GAUGE WITH DBL NUTS EMBEDDED 24" 0 MAS' SILL PLATE ANCHORAGE AT SHEATHED WALL NOT AT SIM 17175 IMO JONAL'0 wieru [EXPIRES 9/21/ a l 2' -2" C� AJ (A E. 10 0 17175 S 'ON AL� r EXPIRES 9/21/ 1 3" CLR 0 4'S e 18" o.c. 04 LAP WITH TOP REINFORCEMENT (3) "5 BOTTOM ADD 2 ADDITIONAL "5 x 10' UNDER TS COLUMNS 10/ 14" 14" 14" 18" cANI~ FAR PDEP A 3 M$EDMt7vT 1� TAR OR FOOT NC SECT ON 0 TS 6x6x)/4" 12x12x%4" PLATE WITH (4) THREADED RODS 8)i" GAUGE WITH DBL NUTS EMBEDDED 30" BASE PLATE DETA L Project Sca le SSW ACTION SPORTS STEVE 4 LYNETTE DRYKE R/C CAR TRACK BUILDING AT 310 N JONES ST Job No 05128 9 FOOTING DETAIL Drawn by Date "4 a 18" o.c. EACH WAY I SP JUNE, 2005 SCALE 1" =1 SCALE 1 =1' CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 Title FOUNDATION DETAILS Checked b /D n Sheet 10 or l-1 A At T X w� 3 Job No. 05128 11 FLOOR PLAN 55W ACTION SPORTS STEVE 4 LYNETTE DRYKE Project RC CAR TRACK BUILDING 310 N JONES ST a f A Scale re 1 Drawn by Title C A II II II II II II II II II II II II FLOOR PLAN SP Checked N et Date Jam, 2005 Sheet 1 I or n w CRAIG R OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 a EXPIRES 9/21/ 9 HORIZONTAL TOP PLATE TO BLE COLLECTOR TRUSS 5' -4a 2 /2\ ,-3x6 NAILER 5xxY4" T5 iz� 12) [EXPIRES 9/21/ ar TS 6x64" POST —42 ,s11._ K6 N 11LEFj N TS 10x6x%' CONTINUOUS TOP PLATE TO BEAM 12 1 3.41 SCALE. 3/16" •1 3x6 NAILER TS 5x5xY %4" PLATE ON %4" OF GROUT 2 14 DOUBLE COLLECTOR TRU 1 I-4ORIZONTAL TOP PLATE TO SSW ACTION SPORTS STEVE 4 LYNETTE DRYKE SIM BUILDING SECTION AT INTERIOR SNEAK WALL 2 Project Title R/C CAR TRACK BUILDING AT 310 N JONES ST CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 CROSSWALL ELEVATION Sca le 40. Drawn by SP Checked by ejo Job No. 05128 Date Sheet 12 of 11 12 CROSSWALL DETAIL JUNE, 2005 Iy CEILING 7 2x4 NAILER 013 4x6 NAIL TS 10x6x SOLID BLOCKING 9 RIDGE TYP 5x3 )x x6x PLATE —TS 5x5xY4" 15UILDING SECTION (9.1y4/ IONAI 1 EXPIFIES 9/21/PS 1/1 10 °*It8 is I5 SxIIxJ PLATE ANCHORED W/g /e" ANCHORS GROUT ,1.11 _0,1 SEE GENERAL NOTES FOR OVERFRAMING OPTIONS NOTCH SHEATHING OR SLOT `OR UPLIFT STRAPS COORDINATE W/ TRUSS MANUFACTURER SSW ACTION SPORTS STEVE 4 LYNETTE DRYKE SEE I/5 FO TRUSS ANG�ORAGE CRAIG R. OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 Title St M Project R/C CAR TRACK BUILDING AT 310 N JONES ST BUILDING CROSS SECTION Scale 411 1 Drawn by SP Checked by c Job No 05128 Date Sheet 13 of 11 13 TRUSS CONN JUNE, 2005 4x6 NAILER (2) C516 WITH(14"8 SELF TAPPING SCREWS WIN PRE DRILLED HOLES It■ TS AND 3 ad IN EACI -4 BLOCKING MEMBER FOR 10 FEE •10' CEILING TS 10x6x 5 1 %8 STUDS IN PAIRS IV WELDED FROM EACH SIDE OF BEA 4' O.C. 2x4 BLOCKING SLOPE CUT TO NAIL WITH I6d 6 4" O.C. 4x6 NAILER ox6x%" PLATE TS 5x5xi %a" GROUT C SEAM CONNECT ON DETA L SCALE SCALE 1 =1' -0" 5X11 PLATE ANCHORED UJ/%8" ANCHORS 2x6 STUDS EXTEND FROM TOP PLATES TO TOP PLATES OF 3 41/12 PITCH ROOF ADJACENT TO 5/12 TRUSS NOT q; ivy To P C 1-j C R. 0 ExTEN Fos, ov €R HAn3G SJAk (2) C516 WIN 10 1 '8 SELF TAPPING SCREWS WITH PRE DRILLED HOLES IN TS AND(3)8d IN EACH BLOCKING MEMBER FOR 10 FEET S iONP EX RIS 4/21 Project Scale Job No. ILLYWoo P 3 4 STUDS IN PAIRS I Y2" WELDED FROM EACH SIDE OF BEA 4' O.0 BEAM CONNECT ON DETA L SSW ACTION SPORTS STEVE 4 LYNETTE DRYKE R/C CAR TRACK BUILDING AT 310 N JONES ST 05128 14 TRUSS CONN 2x8 BLOCKING SLOPE CUT TO TYPICAL 50' TRUSS N15 41-125A SEE %5 FOR END TRUSS CONNECTORS Title SCALE I =1' -0" CRAIG R OWEN Consulting Structural Engineer 220 E. 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 TRUSS CONNECTION Drawn by SP Checked by C..• Date JUNE 2005 Sheet 14 or 1•1 (2) CS16 OPPOSITE SIDE WITH 10 •8 SELF TAPPING SCREW WITH PRE DRILLED HOLES IN TS AND 3 Sd IN EACH BLOCKING MEMBER FOR 10 FEET (2) FULL HEIGHT STUDS-- pBL TOP PLAT TRIMMED 3x6 NAILER A '611'1 K 0 o 4 )21/ T" N Tr 5" 1 TS I0x6x 4" FABRICATED SADDLE BOLTED THROUGH WITH to BOLTS A3 2-c,') 3 /s STUDS IN PAIRS 1" FROM EACH SIDE OF "F5 t 16" O.C. 43 BEAM TO TOP PLATE CONNECT ON Scale SCALE 1 =1' -0" SSW ACTION SPORTS STEVE 4 LYNETTE DRYKE Project Title R/C CAR TRACK BUILDING AT 310 N JONES ST Job No. 05128 15 BEAM CONN CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457 -8020 BEAM CONNECTION Drawn by SP Checked by e Date JUNE, 2005 Sheet 15 of 11 f 3x6 NAILER rein 0 0 4 TS 10x6x%" %8 STUDS IN PAIRS 13/4" FROM EACH SIDE OF BEAM 4' O.C. FABRICATED SADDLE BOLTED THROUGH WITH BOLTS riTh BEAM CONNECTION DETAIL SCALE 1" s 1' -0" 4x6 NAILER 4" T5 IQx6x 5" Y4 PLAT 2EAM CONNECTION DETAIL �r0 SCALE 1- 1/2 1 0 EXPIRES 9/21/ a 1 3 4 STUDS IN PAIRS I )4" WELDED FROM EACH SIDE OF BEA 4' O.C. 2x4 BLOCKING SLOPE CUT TO r`�NAIL WItH I6d 64" O.C. 4x6 NAILER 4 6 C NATURAL GROOVE GR❑❑VE L5x3,x %a" So k6 L5x3 ))x %8" So e) TRUSS BLOCK AT HEEL JOINT AS REQUIRED BY MANUFACTURER E W: Q� Q O N O z 1- A Z 4 0 it 0 z TS 10x,x`'46u M 4NUF,4CTURE TRUSS CLIP 10 CAA. (2) 10d SNORT EACH SIDE GUSS TO 13E 4M CONNECTION SCALE. 3/4" 'V -0" I 9/21/ 1 EN EXPIRES ES 9(21/ Project Scale Job No. 551U ACTION SPORTS STEVE t LYNETTE DRYKE l =I' 05128 11 TRUSS CONN 0 1Rl.155 TO BEAM CONNECTION SCALE 3 -0 o✓ 3" 0 FOR (2)104 SHORTS EACH SIDE CRAIG R. OWEN Consulting Structural Engineer 220 E 1st St. Port Angeles, WA 98362 (360) 452 -8574 FAX (360) 457.8020 Title R/C CAR TRACK BUILDING AT 310 N JONES ST Drawn by SP Checked by ego I Date Sheet 11 of 11 JUNE, 2005 TRUSS CONNECTION CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . INSPECTION REPORT. . . . . . REQUEST: Date If - ({,- () Co, Time 7 /).tA- Received by ()C/U-(,'> E (phone, person) - ! I '~ Location of Work to be inspected 3DG l\'or-fL-l --/0 VCC:S Name of person requesting inspection ])eQLl""c, E, Address of person requesting inspection Cor.tJ Vo--r;;/J 179-B Phone No. t.fr1- '1flC/9 Type of Inspection (circle appropriate one): I Permit No. :f; Sewer Foundation Framing Chimney Plumbing Final Sewer Excav. Oth~~t"::d Sf- INSPECTION NOTES: Inspected: Date If - r & - 0 C::: Remarks: Frred (2" c.r. / ?-ed- ."---1 oOr-oiJert-,-/. I I / Time I ( Iltkl e)cfe,~decf I rc ;) 'r- By f''Jr vi t' S L=- . f!.&. Tubl~ 'TO iA<..e:+c," RESTORATION REQUIRED . . . . .. YES X NO ~ /") ~ ~ ~ . 3 ~ \i) ,<:!i '{J '::>1 ";K -s: \'" \J <:l' K ~ I'l '- , 2." I've. Gee,..:) :a..V\Gl.... SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved OGravel o Repaired by City [] Repaired by Permittee [] No Damage Found [x.C::., %Asphalt OPCC OOther Work Order # '3u;,,/8.Z'/7 fi6 COMPLETE 2fJ-.f01- frO-- o INCOMPLETE {Continue on reverse side if necessary} STRFFT SJ JPFRINTFNnFNT lOA TFI