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HomeMy WebLinkAbout1215 E 3rd St - Building PREPARED 4/21/10 9 35 47 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/21/10 ADDRESS 1215 E 3RD ST SUBDIV TENANT NBR ROBERT & JANET FULLER CONTRACTOR PHONE OWNER FULLER II ROBERT G PHONE PARCEL 06 30 00 7 9 0140 0000 APPL NUMBER 07 00000664 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLRI O1 4/03/08 JLL BLDG REBAR INSPECTION TIME 09 00 4/03/08 AP April 2 2008 4 07 24 PM 1pangrle JAN 670 7790 REBAR MORNING April 3 2008 4 49 55 PM jlierly BL1 01 4/21 10 BLDG FOUNDATION FOOTING TIME 09 00 April 20 2010 3 59 31 PM 1pangrle JAN & ROBERT FULLER 461 5432 FOOTINGS MORNING INSPECTION COMMENTS AND NOTES May 29 2009 R E C E I V .- D K0 -1-2009 Application# 07-00000664 OWOFPORT 44 �r err C� Dear Sirs I would like to request an extension on my building permit referenced above. In September of 2008 as I was preparing to do the next phase of construction and call for the appropriate inspections I was hurt at my fob at Nippon Paper and was put on L&I for seven months. I was dust recently released from L&I and want to move forward on this construction project now I would appreciate any assistance you could lend me in this matter Yours Truly, Robert Fuller 1219i?� oA Vz/ P , (_-0 A 483��- c LL - (3C o) V?O-'7?90 PREPARED 4/03/08 8 54 59 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/03/08 ADDRESS 1215 E 3RD ST SUBDIV TENANT NBR ROBERT & JANET FULLER CONTRACTOR PHONE OWNER FULLER II ROBERT G PHONE PARCEL 06 30 00 7 9 0140 0000 APPL NUMBER 07 00000664 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLRI 01 4/03/08 J BLDG REBAR INSPECTION TIME 09 00 April 2 2008 4 07 24 PM 1pangrle JAN 670 7790 REBAR _IVY MORNING COMMENTS AND NOTES OF pOflT,,,,v ( �� .�F�N CITY OF PORT ANGELES �/ PUBLIC WORKS -UTILITIES DIVISION ^� 321 EAST 5TH STREET PORT ANGELES,WA 98362 Application Number 07 00000664 Date 6/20/07 Application pin number 139584 Property Address 1215 E 3RD ST ASSESSOR PARCEL NUMBER 06 30 00 7 9 0140 0000 Tenant nbr name ROBERT & JANET FULLER Application type description RES ADDITION Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 58482 Owner Contractor FULLER II ROBERT G OWNER 1215 E 3RD ST PORT ANGELES WA 983624403 Structure Information 000 000 1200 SF FAMILY ROOM ADDITION / GARAGE Other struct info HARD SURFACE AREA Permit SANITARY SEWER HOOK UP Additional desc 2ND CONNECTION TO EXISTING Permit pin number 105064 Permit Fee 40 00 Plan Check Fee 00 Issue Date 6/20/07 Valuation 58482 Expiration Date 12/17/07 Qty Unit Charge Per Extension 1 00 40 0000 EA SAN SEW REPAIR 40 00 Special Notes and Comments \ The Fire Department has reviewed the project application and has no comments C 06/12/2007 10 37 AM SROBERDS The proposal will result v 1 in a new detached garage with common room on the second floor for total lot coverage of 21W in the RS 7 zone A Zoning Lot Covenant is required MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and elctrical permits are required 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 24 hour advance notice is required Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 40 00 40 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 44 50 44 50 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 S' nature of Owner(if owner is builder) Date T•\Po1icies\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 LOCA T ION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION RW /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING TAPolicies\1102.I5R[1/05] OF ORTq,�,O�` CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION O 321 EAST 5TH STREET PORT ANGELES WA 98362 Application Number 07 00000664 Date 6/20/07 6� Application pin number 139584 �. Property Address 1215 E 3RD ST ASSESSOR PARCEL NUMBER 06 30 00 7 9 0140 0000 Tenant nbr name ROBERT & JANET FULLER Application type description RES ADDITION Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 58482 Owner Contractor FULLER II ROBERT G OWNER 1215 E 3RD ST PORT ANGELES WA 983624403 Structure Information 000 000 1200 SF FAMILY ROOM ADDITION / GARAGE Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc 1200 SF FAM ROOM & GRG Permit pin number 104059 Permit Fee 733 25 Plan Check Fee 293 30 Issue Date 6/20/07 Valuation 58482 Expiration Date 12/17/07 Qty Unit Charge Per Extension BASE FEE 670 25 9 00 7 0000 THOU BL-50 001 100K (7 00 PER K) 63 00 Permit MECHANICAL PERMIT Additional desc Permit pin number 104836 Permit Fee 78 55 Plan Check Fee 00 Issue Date 6/20/07 Valuation 0 Expiration Date 12/17/07 Qty Unit Charge Per Extension ( Q BASE FEE 50 00 W 1 00 7 2500 ECH ME VENT FAN 25 2 00 10 6500 ECH ME OTHER APPL N/R 211 30 Permit PLUMBING PERMIT 1�' Additional desc Permit pin number 104828 Permit Fee 107 00 Plan Check Fee 00 Issue Date 6/20/07 Valuation 0 Expiration Date 12/17/07 Qty Unit Charge Per Extension BASE FEE 50 00 4 00 7 0000 ECH PL- EA FIXTURE ON ONE TRAP 28 00 1 00 7 0000 ECH PL EA INSTALL WATER PIPE 7 00 1 00 15 0000 ECH PL- EA BLDG SEWER 15 00 1 00 7 0000 ECH PL EA WATER HEATER 7 00 Special Notes and Comments The Fire Department has reviewed the project application and 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 V1 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. a,t 1,ULA �a _al-p `fir Q Signature of Contractor or Authorized Agent Date sknature of Owner(if owner is builder) Date T\Policies\1102 15 building pennit inspection record05 wpd[1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4S]5 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PRO'JIDE A MINIMUM 24 HOL'R NOTICE. ITIS UNLAW FUL TO COVER,INSULATE OR CONCEAL ANIli''OPiKLLFOIiE INSPECTED AND ACCEPTED POST PERMIT INA CONSPICUOUS LOCATION KEEF PERMIT CARD.AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS )'ES NO FOUNDATION: FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRMNAGE/DOWN SPOUTS PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/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 WALL/HOLD DOWNS W ALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL ROUGH-rN HEAT PUMP/FURNACE/DUCTS GAS LINE FINAL DATE ACCEPTED BY. WOOD STOVE/PELLET/CHIMNEY MANUFACTURED HOMES FOOTING/SLAB BLOCIUNG R.HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT#'s SEPA. PAR KI NG/Ll GHTI N G ESA. LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHT DEPT 417-47',5 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-48 15 BUILDING T\Policies\1102 15 building permit inspection recor05 wpd[1/4/2005] ° OR " CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION `= 321 EAST 5TH STREET PORT ANGELES,WA 98362 r Page 2 Application Number 07 00000664 Date 6/20/07 Application pin number 139584 Special Notes and Comments has no comments 06/12/2007 10 37 AM SROBERDS The proposal will result in a new detached garage with common room on the second floor for total lot coverage of 21t in the RS 7 zone A Zoning Lot Covenant is required MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and elctrical permits are required 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 24 hour advance notice is required Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 918 80 918 80 00 00 Plan Check Total 293 30 293 30 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 1216 60 1216 60 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 T-\Policies\l 10215 building pennit inspection record05 wpd[1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4b 15 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PRO'JIDE 4 MINIMUM 24 HOUR NOTICE. IT IS UNLAN FUL TO COVER IA'SULATE OR CONCEAL Ah71ffOPLIi BEFORE� LA'SPECTED AND ACCEPTED. POST PERMIT IN 4 CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS.AT.IOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: fle FOOTINGS 4-2 1—`® I �J SHEAR WALLS/WALLS FOUNDATION DRA[NAGE/DOWN SPOUTS I I PIERS POST HOLES(POLE BLDGS.) 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 WALL/HOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL t FLOOR/CEILING MECHANICAL ROUGH-IN HEAT PUMP/FURNACE/DUCTS GAS LINE FINAL DATE ACCEPTED BY. WOOD STOVE/PELLET/CHIMNEY MANUFACTURED HOMES FOOTING/SLAB BLOCKING&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT#'s SEPA. PARKING/LIGHTING ESA. LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHTDEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-465' FIRE DEPT PLANNING DEPT 417-4750 \1__� PLANNING DEPT BUILDING 417-4815 t U BUILDING T\Policies\1102 15 building permit inspection Tecord05 wpd[1/4/20051 CITY OF PORT ANGELES l TF�F O DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES,WA 98362 1 Application Number 07 00000665 Date 6/06/07 Application pin number 251240 Property Address 1215 E 3RD ST ASSESSOR PARCEL NUMBER 06 30 00 7 9 0140 0000 Tenant nbr name ROBERT & JANET FULLER Application type description DEMOLITION Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Owner Contractor FULLER II ROBERT G OWNER 1215 E 3RD ST PORT ANGELES WA 983624403 Structure Information 000 000 DEMO 2 SHEDS Permit DEMOLITION Additional desc DEMO 2 SHEDS ^,�'1 Permit pin number 104067 N Permit Fee 50 00 Plan Check Fee 00 1 Issue Date 6/06/07 valuation 0 ' Expiration Date 12/03/07 Qty Unit Charge Per Extension BASE FEE 50 00 Fee summary Charged Paid Credited Due Permit Fee Total 50 00 50 00 00 00 Plan Check Total 00 00 00 00 t t , Grand Total 50 00 50 00 00 00 VV V 1 5 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 O 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 gnature of Owner(if owner is builder) Date T\Policies\1 102_15 building pennit inspection record05 wpd[1/4/2005] !-1 BUILDING PERMIT INSPECTION RECORD CALL 417-481i FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINLMUM 24 HOUR NOTICE. ITIS UNLAN FUL TO COVER,INSULATE OR CONCEAL ANYff"ORK BEFORE INSPECTED 4.ND ACCEPTED POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND.APPROVED PLANS AT.JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS SHEAR WALLS/WALLS FOUNDATION DRAINAGE/DOWN SPOUTS. I I PIERS POST HOLES(POLE BLDGS.) PLUMBING UNDERFLOOR/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 WALLIHOLD DOWNS WALLS/ROOF/CEILING DRYWALL(INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL/FLOOR/CEILING MECHANICAL ROUGH-IN HEATPUMP/FURNACE/DUCTS GAS LINE FINAL DATE ACCEPTED BY. WOOD STOVE/PELLET/CHIMNEY MANUFACTURED HOMES FOOTING/SLAB BLOCIUNG&HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT#t's SEPA. PARKIN G/LIGHTING ESA. LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL LIGHTDEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTIONR.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT 1 r BUILDING 417-4815 BUILDING TAPolicies\1 102 15 building permit inspection record05.wpd[1/4/20 1 01' !N" FOR OFFICIAL USE ONLY I BUILDING PERMIT - APPLICATION DaWRec. 06-66-07 6-07 vve --5"i Permit#' "`�✓,1 FM' 1 out COMPLETELY and in INK.Your application and site plan MUST BE o P Dat.,Approved: COMPLETE to be accepted for review If you have any questions, call PERMITS (360)417-4815 FAK(360)417-4711 Date Issued: Applicant or Agent: <1 R e V-A�.ux xtA1 Phone: 3(�o - 4-Sl-15q0 Owner n /l2 Gt l�ue— n Phone .3(oo V7o--7-7qO Address: l a 15 City. PAA�%�n.c��-Q ear Zip °i 8 3� Architect/Engmeer- Phone: 4)`7-D 5 o 1 Contractor State License# Exp Phone: Address: City Zip PROJECT ADDRESS /2/5 f 3 61 PA ZONING LEGAL DESCRIPTION Lot: /8 Block. I Subdivision. a%v\. k A6 SRA-10 CLALLAM COUNTY PARCEL NUMBER. Ne-3007 0 1460600 TYPE OF WORK. SIZE/VALUATION ❑ Residential ❑ New Constr ❑ Re-roof ❑ Stove ag SF @$ /SF =$ ❑ Multi-family ❑ Addition ❑ Move El Garage ado SF @$ /SF =$ ❑ Commercial ❑ Remodel 1( Demolition ❑ Deck SF @S /SF =$ ❑ Repair ❑ Sign ❑ Other TOTAL VALUATION $ BRIEF DESCRIPTION OF THE PROJECT X 91 so P4- ui,60U&I tc.a-na!IA Ql�.U- t' L' QL -o''L COMMERCIAL/RE SIDENTLA L. Occupancy Group Occupant Load. Construction Type: No. of Stones:— Lot Size: Existing Sq Ft. &Proposed Sq Ft. =TOTAL Sq Ft. Total lot coverage % PLANNING USE ONLY APPROVALS PLAN BLDG DPWU ESA/Wetland(s) ❑Yes ❑No SEPA Checklist required? ❑ Yes ❑ No Other- Fes. OTHER. VALUATION OF CONSTRUCTION In all cases,a valuation amount must be entered by the applicant. 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 permit application 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 within 180 days of the date of application,the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant(see Section R105.3.2 of the International Building/Residential Code,2003). No application can be extended more than once. l hereby certify that I have read and examined this application and know the same to be true and correct, l am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required not the City's, and that I must obtain such permits prior to wor . Lk T-TORMS\B1dgPermitform.wpd Applicant: Date: FOR OFFICIAL�US�Ey/ /ONLY-7 BUILDING PERMIT - APPLICATIONAPPLICATIONDateRec. /` -4. � Fill out COMPLETELY and in INK.I our application and site plan MUST BE ate Approved to \� CONIPLL TE to be accepted fui`i`evien' li yuu uavc-n.1 qucs�ions, c.�. ate Issued. PERMITS (360)417-4815 FAK(360)417-4711 1 r 1` a� Applicant or Agent: RokerL 4 Jan eA Ful -e(— Phone 3(00 �6' Owner er f' & ,�a Y)EA Fi.l 112x' Phone 3(00– 70`77 9D c�l ) Address Ori" C 3r. ISA City ort AnaeS I Zip 983602- Architect/Enb neer• rC A %%I a AQ2j Phone Contractor State License# Exp Phone I Address. City- Zip PROJECT ADDRESS /o`/5 E 3 rj St Port 90 e-!2 ZONING ti LEGAL DESCRIPTION Lot: I'S Bloch. 1 Subdivision. (20,1{1 �t I S 19 +'aD CLALLAM COUNTY PARCEL NUMBER. 06 3 0aD 290/1100000 %&s 6L t)w o perm'l+ (Y7- & b L +�r *-e- 2 s heA S TYPE OF WORK. SIZE/VALUATION It Residential ❑ New Constr ❑ Re roof ❑ Stove /o100 SF @S /SF =$ ❑ Multi-family ❑ Addition ❑ Move % Garaee /a o0 SF @$� __—/SF =$ ❑ Commercial ❑ Remodel ❑ Demolition ❑ Deck SF 0)$ /SF =$ ❑ Repair ❑ Sign D� Other re c room TOTAL VALUATION $58'/9a -- BRIEF DESCRIPTION OF TEE PROJECT OMNIERCL4L/RESIDEN - Occupancy Group Occupant Load. Construction Type. No of Stories-;L Lot Size. / oo Existing Sq Ft. 17 1 &Proposed Sq-Ft. /a00 =TOTAL Sq Ft. a,//'7 Total lot coverage ao, % APPROVALS PLANNING USE,ONLY PLAN BLDG DPWU FIRE ESA/Wetland(s) ❑Yes ❑No SEPA Checklist required? ❑ Yes ❑ No Other OTHER. VALUATION OF CONSTRUCTION In all cases,a valuation amount must be entered by the applicant. Tlus figure will be reviewed and maybe 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 permit application and construction plans are submitted. All other permit fees are due at the time of pem7it issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of apphcation,the application will expire. The Building Official can extend the tune for action by the applicant up to 180 days upon written request by the applicant(see Section RI 05.3.2 of the International Building/Residential Code,2003) No application can be extended more than once. 1 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 it is my responsibility to determine what permits are required not the City's, and that I must obtain such permits prior to work. 4(p 60 T•\Policies�BL 1102_13 wpd Applicant: Date. Prescriptive Approach-Smiple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Building Department Use,/Only' Lot- Permit# 0_7 (42 6 Address.�a//nS 3r� ��" Notes. City Port 1�n ej e5 State: IJA Zip. Contact: Phone: 360 1270 77q0 Phone 2. FAX Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Option Glazing Glazing U-Factor Door Wall Wall Wall Slab Area% U- Vaulted Above Interior Exterior on of Floor Vertical Overhead Factor Ceiling Ceiling Grade Below Below Floor Grade Grade Grade Unlimited III Group R 3 040 0.58 0.20 R38 R 30 R21 R 21 R 10 R-30 R 10 Occupancy Only 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 24ft. Or less,that does not meet the standards 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 exception .� Type of Heat Source: r EXHIBIT A al I h ea�s City of Port Angeles t Applicant Project Review Sheet Applicant: am, Property Address. /a1-5' c'— SS+ !" Owner- ,omrr,�, Proposed Use Zornn : Is the proposed use listed as a pernutted use or an accessoryuse inth Yes. Ok ❑ No requires PD Is this the only use(business,residence,etc.) On this site? review �9 Yes: Ok ❑ No requires PD Has there ever been a subdivison, shortplat,or PRD approved for this site,or has one review been submitted and is pending approval? ❑ Yes: requires PD No Ok Does the proposed use require a new business license? review ❑ Yes. requires CC No Ok Does the project extend into any required setbacks or cross any lot lines(interior or review exterior)? ❑ Yes. requires PD No Ok Does the project exceed the permitted height allowance or cause the property to review exceed the allowed lot coverage in this zone? ❑ Yes. requires PD No Ok Does the project require any additional parking or special design/landscape review improvements in this zone? ❑ Yes. requires PD lV. No Ok Does the project eliminate any existing parking spaces? review ❑ Yes: requires PD ;. No Ok Is the project located within 200 feet of the shoreline? review ❑ Yes.requires PD 1�. No Ok Are there any environmentally sensitive areas on or within 200 feet of the property review including: • Wetlands or areas of standing water(year round or seasonal), • Streams(year round or seasonal)• • Areas with a slope of 40%or greater- or • Areas that have evidence of past ground movement or erosion? ❑ Yes. Ok No Mark Have all the required subnuttals been provided by the applicant? required item El Site Plan ❑ Construction Drawings ❑Parking/Drainage Plan [ Civil Drawings ❑ Energy Calculations ❑ Supporting Engineers Calculations ❑Landscape/Lighting Plans ❑ Others. If Planning Department review is required, the processing time may be extended. If it is determined a separate Planning Department permits) is needed, the Planning Department must be approved prior to the issuance of ani-other permit. The information provided above is true to the best of my knowledge, I understand that in the event that any of this information is determined by the City to be incorrect, this project will be stopped until such time the City determines the correct information is provided and any subsequently required review and approvals are completed and granted. licant Date f_ YL U\ 1 Ngo �7 vu(--1 k o, S lam✓A W� N0 (.Gc.) w,,-PA 9�kP 6 yuck-rpm i5cv a 12-57 f5�7 0�T �o1L AsSOw-,Ss CL-0 0,A Y� S� csf ,bsAt l N b �� PsF � r�✓1-a � Fl Li Li 01 ❑. I 30 ' - - - Q -� II G7 �-ATEYOC- (PADS 6 NL S3 ISO tt- UZ �AP S GQ = zf L5 x /f-c�''j0 S c� —3 e2 l"q� X (c, �� ri3 E o A O — c)/vg g C f ru - 5 Z /La '<`� R- cv-2- + x z-ro �c oc�t2 �o x v' x q' T D l� L P3 = x - / 9 .1'N3 -�- � S4 stl'I L = v 2-I i 3 C lc PC FAA )Y\Jo ',x7O 3,1 L G� --—------------- _ �3 33� x SoPSS' x �jU/Z = �I��#� ............. 44.4,k g�o 0-70 (,/07 2/16/2007 WINDO2 v2-03 Detailed Wind Load Design (Method 2) per ASCE 7-02 Description: 07016 fuller Analysis by- SRH ser.lnput�. ata.. . 'Calcut ddd.Parameters' Structure Type Building Importance Factor 1 Basic Wind Speed(V) 100 mph Non-Hurricane, Hurricane(v=85-100 mph)&Alaska Struc Category(I, II, III, or IV) II Table 6-2 Values Exposure(B, C, or D) B Alpha 1 7.000 Struc Nat Frequency(n1) 1 Hz zg 11200.0001 Slope of Roof 4.0 12 Slope of Roof(Theta) 18.4 Deg Type of Roof Gabled Kd(Directonality Factor) 0.85 Eave Height(Eht) 18.00 ft Ridge Height(RHt) 23.00 ft Mean Roof Height(Ht) 20.50 ft Width Perp.To Wind Dir(B) 30.00 ft At= 0143 idth Paral.To Wind 2!LUL 40.00 Ift Bt= 0.840 Bm = 0 450 Calculated Paramete's; Cc= 0.300 Type of Structure 1 = 320.00 ft Height/Least Horizontal Dim 0.68 Epsilon = 0.333 Flexible Structure No jZmIn= 30.00 ft GuM,Factor Category'l: .Rigid Structures-.'Simplified-'Method' [Izm ust1 For rigid structures(Nat Freq> 1 Hz)use 0.85 0.85 Gust Factor Category1l: Rigid Structures.-Complete Analysis m Zmin 30.00 Cc*(33/z)^0.167 0.3048 Lim 1*(zm/33)^Epsilon 309.99 ft Q (1/ 1+0.63* (Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.9125 Gust2 0.925* 1+1 7*Izm*3.4*Q/ 1+1 7*3.4*Izm 0.8734 Gust Factor Summary, IG, Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fist 6-5 Internal Pressure Coefficients for Buildings. Gca1 Condition Gc i Max+ Max- Open Buildings 0.00 0,00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -018 Enclosed Buildings 0.18 -0.18 Copyright 2005 www.mecaenterpdses.com Page No. 1 of 4 2/16/2007 WIND02 v2-03 Detailed Wind Load Design (Method 2) per ASCE 7-02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev Kz KA qz Pressure Ib/ft^2 Windward Wall* 0 Ib/ft"2 +GCpi -GCpi 23 0.65 1.00 1413 715 12.07 20.5 0.63 1.00 13.67 6.84 1176 20 0.62 1.00 13.58 6.77 11.69 18 0.61 1.00 13.17 6.50 1142 15 0.57 1.00 12.51 6.04 10.97 Figure 6-6 - External Pressure Coefficients, Ca Loads on Main Wind-Force Resisting Systems(Method 2) Ir Ir It t t eta B h z IF Ld r I I L Variable' Formula. -Value_ Units Kh 2.01*(Ht/zg)^(2/Alpha) 0.63 Kht Topographic factor(Fig 6-4) 1.00 Oh 00256*(V)^2*1*Kh*Kht*Kd 13.67 psf Khcc Comp&Clad:Table 6-3 Case 1 070 Qhcc 00256*V^2*1*Khcc*Kht*Kd 15.24 sf ,'Wall•Pressure=Coefficients-C Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof;PressureCoeffiCieiots,"Cp Roof Areas .ft. Reduction Factor 1.00 Calculations-fo->Wind Normal#o'30.ft:face' Cp ' Peessur'e"(psf) dditional:Runs•may,be:ieq'd for.other wind directions .+G_ Cpi, =GCpi .: Leeward Walls(Wind Dir Normal to 30 ft wall) -043 -7.50 -2.58 Leeward Walls(Wind Dir Normal to 40 ft wall) -0.50 -8.27 -3.35 Side Walls -0.70 -10.60 -5.67 Roof-Wind Normal to Ride eta>=10 -for Wind Normal to 30 ft face Windward-Min Cp -0.50 -8.29 -3.37 Windward-Max Cp -0.06 -3.15 1 77 Copyright 2005 www.mecaenterprises.com Page No.2 of 4 2/16/2007 WIND02 v2-03 Detailed Wind Load Design (Method 2) per ASCE 7-02 Leeward Normal to Ridge -0.57 -9.08 -416 Overhang Top(Windward) -0.50 -5.83 -5.83 Overhang Top(Leeward) -0.57 -6.62 -6.62 Overhang Bottom(Applicable on Windward only) 0.80 8.96 8.96 Roof-Wind Parallel to Ride All Theta -for Wind Normal to 40 ft face Dist from Windward Edge:0 ft to 41 ft-Max Cp -018 -4.55 0.37 Dist from Windward Edge:0 ft to 10.25 ft-Min Cp -1.05 14.63 -970 Dist from Windward Edge: 10.25 ft to 20.5 ft-Min Cp -0.83 -12.07 -715 Dist from Windward Edge:20.5 ft to 30 ft-Min C -0.57 -912 -4.20 *Horizontal distance from windward edge Fissure 6-10 - External Pressure Coefficients, GCaf Loads on Main Wind-Force Resisting Systems w/Ht<=60 ft Kh= 2.01*(Ht/zg)A(2/Alpha) = 0.70 Kht= Topographic factor(Fig 6-2) = 1.00 Qh= 0.00256*(V)A2*lmpFac*Kh*Kht*Kd = 15.24 Theta= Angle of Roof = 18.4 Deg 8 4 9 9 0 C=K Transverse Direction longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh Min P Max P s s s 1 0.52 0.18 -018 15.24 5.13 10.62 2 -0.69 0.18 -0.18 15.24 -13.26 -777 3 -0.47 0.18 -0.18 15.24 -9.89 -440 4 -042 0.18 -0.18 15.24 -9.08 -3.59 5 -045 0.18 -0.18 15.24 -9.60 -412 6 -045 0.18 -0.18 15.24 -9.60 -412 1 E 0.78 0.18 -0.18 15.24 915 14.64 2E -1.07 018 -0.18 15.24 1 -19.06 1 -13.57 3E -0.67 0.18 -0.18 15.24 -13.01 -7.52 4E -0.62 018 -0.18 15.24 -12.17 -6.68 Copyright 2005 www.mecaenterprises.com Page No.3 of 4 2/16/2007 WIND02 v2-03 Detailed Wind Load Design (Method 2) per ASCE 7-02 *p=qh*(GCpf-GCpi) Copyright 2005 www.mecaenterprises.com Page No.4 of 4 STEEL BEAM-13'-4"SPAN W1 el\/ 00,_ . ImIlillip-in :m; A& R mm r3 A.. : A B x ft0 13.3 Load Diagram w1 =750.0 Ib/ft(down) Ay=4,998.75 Ib(up) By=4,998.75 Ib(up) i r 4,998.75 j E 000 0.00 I -4,998.75 x R I 6.67 Shear Diagram (Ib) �= V- 12,-U= 16,658.33 Sl= ��, /A/3 1 1 0.00 1 x I 0.00 ft6.67 13.33 Moment Diagram (Ib-ft) MDSolids Educational Software for Mechanics of Materials Copyright©1997-2005 Timothy A.Philpot Sunday February 27 2005 8:17.18 AM www.mdsolids.com STEEL BEAM-13'-4"SPAN AISC Shape W8x15 W1 A B R x i ; ft 0 13.3 Load Diagram w1 =750.0 Ib/ft(down) By=4,998.75 Ib(up) 1 j y 0.007657 I � i I i 3 E i -0.007657 x ft ► 6.67 13.33 Slope Diagram (radians) 1 i 0.0 0.0100 I � � i -0.3828 i ; 1 ft 6.67 Deflection Diagram (in) MDSolids Educational Software for Mechanics of Materials Copyright©1997-2005 Timothy A.Philpot Sunday February 27 2005 8:16:50 AM www.mdsolids.com STEEL BEAM 10'SPAN Z Axis Properties From bottom to centroid y(bot) 4.0000 inch From centroid to top y(top) 4.0000 inch Area of shape A 5.4100 inch^2 Moment of Inertia Iz 57.6000 inch^4 Section Modulus Sz 144000 inch^3 Section Modulus(bottom) S(bot) 144000 inch^3 Section Modulus(top) S(top) 144000 inch^3 Radius of Gyration rz 3.2600 inch Plastic Modulus Zz 16.5000 inch^3 Shape Factor 1 1458 From bottom to plastic n.a. yp(bot) 4.0000 inch From plastic n.a. to top yp(top) 4.0000 inch Y Axis Properties From left to centroid z(left) 2.0005 inch From centroid to right z(right) 2.0005 inch Area of shape A 5.4100 inch^2 Moment of Inertia ly 3.7300 inch^4 Section Modulus Sy 1.8600 inch^3 Section Modulus(left) S (left) 1.8600 inch"3 Section Modulus(right) S(right) 1.8600 inch"3 Radius of Gyration ry 0.8310 inch Plastic Modulus Zy 3.1600 inch^3 Shape Factor 1.6989 From left to plastic n.a. zp(left) 2.0005 inch From plastic n.a.to right zp(right) 2.0005 inch Other Properties Elastic Modulus E 29.0000E+06 psi Polar Moment of Inertia J 0.3400 inch^4 Product of Inertia lyz 0.0000 inch^4 Maximum Moment of Inertia Imax 57.6000 inch^4 Minumum Moment of Inertia Imin 3.7300 inch^4 Angle from z axis to Imax axis a 0.0000 degrees Counterclockwise Angle from y axis to Imax axis r3 90.0000 degrees Clockwise MDSolids Educational Software for Mechanics of Materials Copyright©1997-2005 Timothy A.Philpot Sunday February 27 2005 7:57:50 AM www.mdsolids.com STEEL BEAM 10'SPAN AISC Shape S8xl8.4 W1 1 �.'4.y��'t?yr::�• � v.�"�,�;-".F�-a';t .�.,, i{{e�3£`"i"tf, iJ'.Y�,.. :' 'X §.=w Je. :,Ms°•v. n`i { -t u i:.5' 50. -r .'1rG,;•.•T'•.'.?f -;.5.<<;.'^4-4n A B 1 x ft 0 10 Load Diagram w1 = 750.0 Ib/ft(down) Ay=3,750.00 Ib(up) By=3,750.00 Ib(up) 0 002694 f I � i i -0.002694 x fti 5.0 Slope Diagram (radians) 00 0.000 -0 1010 x ft I 5.0 Deflection Diagram (in) MDSolids Educational Software for Mechanics of Materials Copyright©1997-2005 Timothy A.Philpot Sunday February 27 2005 7:56:57 AM www.mdsolids.com STEEL BEAM 10'SPAN w1 fill _.: v A mawB I i x ft 0 10 Load Diagram w1 =750.0 Ib/ft(down) Ay=3,750.00 Ib(up) By= 3,750.00 Ib(up) 3,750.00 1 000 0.00 i { 1 -3,750.00 x 1 ft 5.0 I Shear Diagram (Ib) 9,375.00 I l 1 i 0.00 I x 0.001 ft 5.0 Moment Diagram (Ib-ft) MDSolids Educational Software for Mechanics of Materials Copyright 01997-2005 Timothy A.Philpot Sunday February 27 2005 7:57:26 AM www.mdsolids.com ETL 1110-2-534 30 Sep 94 Table A-1 Mechanical Properties and Allowable Design Stresses (Source: NAAMM and NOMMA) Allowable Stress Minimum Yield Elastic Modulus Metal and Alloy MPa MPa MPa x 10' Carbon Steel Pipe: i R A53,Type F 124 - 172 2y 200 Types E and S.Grade A 149= '�1 5 ks 207 �� S 200 Types E and S,Grade B 172 241 200 Carbon Steel Struc.Tubing: A500,Grade A 164 228 200 A500,Grade B 207 290 200 A500,Grade C 228 317 200 A501 179 248 200 Aluminum Pipe: 6063 T5,T52 79• 110 69 6063 T6 124• 172 69 6063 T832 165" 241 69 6061 T6 165• 241 69 Stainless Steel Tubing: Annealed,Types 302, 304,and 316 124 207 193 Unannealed Types 302, 304 and 316 207 345 193 Note: American Iron and Steel Institute(1985)specifies fb=0.72fr It also specifies that the diameter-thickness ratio of hollow circular sections shall not exceed 3300/fr For aluminum,allowable stresses are those specked by the Aluminum Association; for stainless steel and copper the allowable stresses shown are 0.60fr Reduce allowable stress to 55 MPa within 25 mm of any weld. Reduce allowable stress to 97 MPa within 25 mm of any weld. Table A-2 Pipe Section Properties (Source: NAAMM and NOMMA) Outside Inside Wall Section Moment of Nominal Schedule Diameter Diameter Thickness Area Modulus Inertia Size No. mm mm mm mm2 mm' mm'x 10' 32 5 42 39 17 210 2,050 43 10 37 2.8 343 3,160 67 40 35 3.6 431 3,850 81 80 32 4.9 569 4 770 101 38 5 48 45 17 242 2,720 66 10 43 2.8 395 4,260 103 40 41 3.7 515 5,340 129 80 38 5.1 689 6,750 163 51 5 60 57 17 305 4,340 131 10 55 2.8 501 6,880 208 40 53 3.9 693 9,190 277 80 49 5.5 953 11,980 361 A-3 N N N 3 INC I O� W UFW- CITY OF PORT ANGELES—Construction Plans � w The Issuance of this permit based upon these plans,specifi• Q InCLIL PROPOSED 30' X 40' BUILDING cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said o W ry� }� plass, specifications and other data, or from preventing a OPTIONAL DECK ON building operation- being carried on thereunder when in SOUTH SIDE ~ U violation of all codes and ordinances of this jurisdiction. W U ¢ ` 7 W (SECTION 303(c) U iform Wilding Code.) 1 y UU Approval Date By O UJ *o in z N JL EXISTING HOUSE L it3- W -!� F LEa N Q C/) WJ 4W) 1 PROVIDE J" TYPE "X" ►i 30'` GWB FOR S' FROM EACH m 2 y 3 CORNER > N DEMO EXISTING BUILDING Ck: z W ~cS h a N Ix W Z a W Z F08 SCALE. 1 =30 APRIL 2007 FILE. 016-SITE.DWG J07016 `3'QQ PCY D. %167 ST W H 32777STE �SONAL SITE PLAN: 1" = 30' EXPIRES: I$ r SHEET Scale 1 " = 30' 1 0 30' 60' 90' OF 4 IN 12 N Q �f-s WW 3 Q w 0 Z 0 0 wQZ PROVIDE HANDRAIL AND GUARDRAIL 4i Q N PER CODE. GUARDRAIL MIN. HEIGHT IS > 36' HEIGHT INSTALL PICKETS SUCH THAT A 4'0 SPHERE WILL NOT PASS N W THRU. (NOT SHOWN FOR CLARITY) 2 w N m W00 J MN. Q �W3 a �- Itnvi NORTH ELEVATION WEST ELEVATION Q° Z0:W -KnQ SCALE. 3f6 - 1 SCALE. A47 V Ilij Q W OHO 4 N 12Z ^/a J z W 1 X/ FFU V SCALE. OPTIONAL SLIDER IF 3116" = 1 DECK CONSTRUCTED 5/31/2007 FILE. 07016 A-1.DWG JOB NO: 07016 i I+ 4�PCY W v1 �Z ot I+ µ moi`RFC/S777F0 sS/ONAL ENG is Z oafMa GARAM 20 MIN. DOOR UXATM EXPIRES: v RATED / DOOR p SHEET 1 SOUTH ELEVATION EAST ELEVATION of 6 SCALE. ifs - 1' SCALE. 48' N ^ ai8' 8' A 4 e' 8' 8' 8' Lq id / H u XIV s Li 24"0x4' DEEP CONC FO081G ° ° Q 2440x4 DEEP CONC. FOOTING p (TYP 6-PLACES) Q p ° ° Q (TYP 6-PLACES) 36"0x5' DEEP CONC. FOOTING Q p p ° C p Q (ROOF AND FLOOR BEARING) � � Q OR 30"0x5.5' DEEP CONC. FTNG. p ° Q p (ROOF BEARING ONLY 20"0x2' DEEP CONC. FTNG. O U Q TYP U.N.O. p (TYP 4-PLACES, FOR a p ° Q Q Q p OPTION DECK) ' O p v 6 0 c75Q pa p a Q 13'44" Q 13'-4" p 13'-4" N Z 4 p ° Q Q p / 0 p aQ p ° o / Z ° ° ° I J o I° a m z a ° °L_ I I p / J �� 24'0x4' DEEP CONC. FOOTING Q ° 24'0x4' DEEP CONC. FOOTING a O W 3 2 ° (TYP 6-PLACES) (TYP 6-PLACES) N W 0 p p ° p O O.j n ° p Q 32"x32"x12" CONC. FTNG. ttn a 2 ° Q W1#4 BARS 01$0 O.C.E.W. p tV ~4i Q Q Q Q ° Q W F a a 4< W Q. v Q p / F Q Q ° ° ° ( Q SCALE. 114 1 ° ° / °D 0 THK. CONC. SLAB W/6/6/10'jWM DO FIBERMESH Q 20"0x2' DEEP CONC. MG. � / v Q p Q. p Q (TYP 4-PLACES. FOR $1,31 2007 Q ° p ° 4 Q OPTIONAL DECK) FILE' 07016 A-1.DWG 4 p ° ° ° ° ° ° ° JOB :07016 Q p Q ° PROVIDE }- TYPE "X" GWB R 8' FROM CORNER IN EACH p Q 36"0x5' DEEP CONC. FOOTING ° F� pIRECTION�T GARAGE PCY D. (ROOF AND FLOOR BEARING) Q 24"f�x4 DEEP CONC. FOOTING p ° OR 30"0z DEEP CONC. FTNG. �� Of WA ! (TYP 6-PLACES) Q ° ° (ROOF N;91NG ONLY)4 a ° 4 Q 24'0x4' DEEP CONC. FOOTING 444 ------ p ° Q Q (TYP 6-PLACES) 4 ° /2f\ p Q Q '`c�`SG327 7 /STERfNG����� 1 ONAL EXPIRES: 50, SHEET J LJ J 40' 2 120202" THK. CONC. FOOTING, OF 6 (TYP 3-PLACES) 40- 8- 8' 8' 8' 8' 8' N STRAP 400 BEAMS = W/MSTC28 (TYP) A 4 OWN �a in v 3 W�ypt4Zg=j P11 J 00 DF#2 B AM ( YP) a a zL) L ` 0 � O t0 5 N 0 "1 W �- N t � cv O 1.314 13 4 1 11 1 1111 Z 0 El C J J � WLL.LLA U FUTURE DECK 0 O Zap W LJ 4x STE "I" I AMp, c M N INC NaW� 0 W c] mna ao ul A IL R w 01� II B 4 4J 00 ( LECTR RE I�TANC HEA F 10, SCALE. 1/4" - 1 r° 11 BCI 90 2.0 FLOOR JOIST 01 16" D.C. 5/31/2007 FILE. 07016 A-1.DWG CFO MIP o J NO: a -J o 07016 M Q 0 STRAP BEAM W/MSTC28 AND PCY D. 0 Z N WRAP AROUND CORNER AS �� Of W N SHOWN, ALIGN GIRT OR cG) 1=-i AS NECESSARY x10 #2 B AM ( YP) a (TYP 4-CORNERS) TUB C 32777�0 SS�ONST AI ENG` EXPIRES: t t n�N HUC412 HANGER WITH STRAP 400 BEAMS A2 X 7. H IMAX FINISH W/MSTC28 (TYP) SHEET (TYP AT BEAM TO g' WA"' 5'-8 1/2" 6'-5 3/4" 3 STAIRWAY 7%" MAX. STEEL PIPE OR RISE, 10 MIN. RUN WOOD COLUMN PROVIDE FABRACATED OF 6 POST CAPS FOR BEAMS N -I! iW Z �g METAL ROOFING PER OWNER, � .... � OVER 15# BUILDING PAPER, 3 1O OVER R6 OSB ROOF SHEATHING V1 ''' w s 5 2x6 DF y2 PURLINS ® 24. O.C. d d 2x4 LEDGER NAILED TO TRUSS PRE-MANUF POLE BUILDING TRUSSES cnw W/16d O 6" O.C. STAGGERED (BY OTHERS) Q OPTION: OMIT LEDGER AND INSTALL LUS26 HANGERS a Q BTM. CHORD OF POLE BLDG. TRUSS a ; V R-38 INSULATION 0 d 0 " w Q z 24 ATTACH POLE BLDG. TRUSSES W/(3) WO 2x6 PURLINS O 24' O.C. 4i 1 2x6 DF M.B. THRU DBL. 2x AN(�PIPE COLUMN, MAX. CEILING JOISTSTS 2x LEDGER TO SUPPORT PURLINS inw AT 16" O.C. WITH C/) �• GWB 2x4 STUDS O 16" O.C. W/DBL. 2x TOP PLATE AND SINGLE C9 FAMILY ROOM SOLE PLATE c DBL. 2x4 STUDS EA. SIDE Z � �o 00 SEE BEAM COLUMN OF PIPE COLUMN, ATTACH 4.0 SCHEDULE m Q -1 00 CONN. DETAIL A/5 W � -i vs W/�" STUDS ® 24 O.C. 40 STEEL PIPE WITH R-21 INSULATION * JO W 3 BCI BLOCKING BTWN. r JOISTS AT BEARING >- >(n 0 O Zo:W N Q�2 N 4jQ 4x10 DFy2 BEAM OR Z N a 4x8 STEEL I-BEAM 11�' BCI 90 2.0 FLOOR DBL. 2x10 DF #2 (TYP) 11�" BCI 90 2.0 FLOOR W000 OR METAL JOISTS 0 16" O.C. NATHJOISTS • 16" D.C. i" W CWITH SIDING PER OWNER i" TYPE "X" GWB TYPE "X' GWB 4' SCHEDULE 40 STEEL 9D PIPE COLUMN LUMN BETWEENGEMENTS SCALE. 1�4" 1 2x6 DFy2 GIRTS ® 24" ++ GARAGE O.C. ATTACH W/( DBL. 2x4 STUDS EA. SIDE 5/31/2007 cl) DATE. NAILS EA.A. END END 4.0 SCHEDULE OF PIPE COLUMN, ATTACH 2x4 STUDS ® 16" O.C. W/DBL. (TYP FOR SIDEWALLS 40 STEEL PIPE W/%" STUDS O 24' O.C. 2x TOP PLATE AND SINGLE FILE. ONLY) 4" THK. CONC. SLAB P T SILL PLATE 07016 A-1,DWG PROVIDE BUCKOUT HATH 6/6/10/10 FOR CLOSURE POUR PIPES TO BE H.D.G. OR OTHER 4" THK. CONC. SLAB JO N 2x6 PT GIRTS ® BTM. WWM OR FIBERMESH APPROVED RUST PROTECTION WITH 6/6/10/10 07016 FOR EMBEDMENT DEPTH PLUS WWM OR FIBERMESH (TYP FOR SIDEWALLS ) 1 ABOVE F.G. CY D. oc \ .�..+.��/\� �/ w � ci\ \/, ��/ /i/i\ a /i // / / / / UNDISTURBED NATIVE / UNDISTURBED NATIVE MATERIAL OR o a MATERIAL OR COMPACTED SIR. FILL Sh Wa COMPACTED STR, w / v 32777 a p FILL ° �SONAL W BUILDING SECTION A W Y" _ ' 4 BUILDING SECTION B EXPIRES. Z r.• = 1 4 SHEET 4 OF 6 z Z N 0 U 2 X 6 PLATE WITH N;^g o 1/2" DIA. BOLTS AT 48" O.C. STAGGERED U N ~ c Ljj EACH SIDE AND WITHIN 12" OF PLATE ENDS 3 1O vi /BCI JOIST BLOCKING �+�g JOISTS PER PLAN r J ROSE 2 a 2 X 6 PLATE WITH W 1/2" DIA. BOLTS AT BCI JOIST BLOCKING O C/) 48" O.C. STAGGERED Q w EACH SIDE AND WITHIN " pd E" 12" OF PLATE ENDS - 6x8x1¢" THK. PLATE (A36), JOISTS PER PLAN Q G SEE DETAIL TO LEFT O U -- WHERE BEAM RUNS (L U " (4)_ ^0 M.B. CONTINUOUS OVER Q ^ COLUMN HATH NO SPLICE o N y O )¢" THK. A-36 STEEL (4)—%"0 M.B. ■ PLATE N tj 0 0 NN � Q� 4x8 STEEL "I" BEAM Z C,6 " C/) cNp WEB STIFFENER DETAIL 4"0 SCEDULE 40 PIPE m � W+ z C) Lt.WQ j 14. O Z W3 0 4 BEAM SPLICE OVER COLUMN y Q w COLUMN SIDE VIEW AT TOP JOISTS PER PLAN (4)-%"0 M.B. 2' 4" 2" 3 i ^a " (4)— "0 M.B. W F " W 36" N � � )4" THK. A-36 STEEL 4 - 0 A.B. WITH ° ° SCALE. PLATE 4"0 SCDL. 40 PIPE W)12"�"MIN. EMB. INTO 4x8 STEEL "I" BEAM r N.T.S. PROVIDE WEB C U ° iv STIFFENER OR PLATE o 5/31/2007 AS NOTED ABOVE " Q (4)-%'0 M.B. FILE. 0 0 07016 A-1.DWG SLAB z 6x12xli THK. PLATE JO NO: FOOTING BELO J D (A36), NOTCH POST AND 07016 0 (4)-%"0 A.B. W/9" ° ° SLIDE IN PLATE AND WELD �^ U MIN. EMB. INTO CONIC. AS NOTED AT BOTH ENDS D. 31JIL&I 3/4" THK. A-36 EL PLATE �ftPOf WA �j 4"0 SCEDULE 40 PIPE 11 II h BASE PLATE TOP VIEW II II CONIC. FOOTING PER SSS GISTE PLAN STEEL COLUMN DETAIL B °NAL NOT TO SCALE 5 EXPIRES: o STEEL COLUMN DETAILS A SHEET NOT TO SCALE 5 OF 6 GENERAL NOTES 8. All bolts, threaded rod and lag screws shall be tightened on a installation and retightened before closing in or upon completion � {gi i 1 Engineering Design loads: of the job. o' I s ` Roof live load: 25 psf (snow) to o Wind loading based on:100 mph/Exposure "C" 9. All bolts, log screws and threaded rod shall be providedr Seismic Zone: D2 per I.B.C. with washers where the nut head bears on the wood. Washers v1�^�' shall have a minimum dimension of at least two bolt diameters. '„: S 2. Construction shall conform to these plans and all applicable codes and local ordinances including the 2003 10. Anchor bolts shall be provided at a maximum spacingof 3 Edition of the International Building Code. four feet or as shown on the plans. Each section of muplote _W~F shall hove at least two bolts with one bolt not more than 12' a.a SOIL NOTES from each end. LLJ 1 Foundation design is based on: soil bearing capacity 11 The minimum size of anchor bolts shall be )4" diameter by W of 1500 psf with increases per I.B.C. Table 1804.2. 10" long. The minimum embedment shall be 7" into the E.r concrete and no anchor bolt shall be located closer than 2" 2. All footings except where noted otherwise on pions from the edge of the concrete. All bolts shall conform with a U Q shall be set at least 12" into undisturbed earth or ASTM Standard A-307 Plate washers a minimum of 2" x 2" y O attention of the engineer prior to construction. s oapprovemechanically -C certified compacted fill. x 3fe thick shall be used on each bolt. 3. Any unusual soil conditions such as organic soils, clay 12. All nails for structural work shall be common wire nails as O U� pockets or uncertified fills shop be brought the indicated on the plans ICBO d hically driven 0 ? 0: w Q fasteners of equivalent holding strength. Nail size and spacing STRUCTURAL STEEL shall be as required by the IBC Table 2304.9.1 and as specified WOOD FRAMING NOTES on these plans. 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. LJ SPECIFICATIONS AND CODES: {n C/) 1 All framingshall be Douglas Fir arch as follows unless noted 13. All horizontal wood framing shall bear on beams, plates or N g Fir/Larch with o nominal width or at least 2" or be supported by A. AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN E 9TH EDITION. otherwise on the pions. sheet metol connectors as manufactured b Sims q B. AISC - LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - 3RD a. Studs, cripples and miscellaneous vertical framing shall be y Simpson or equal. EDITION. stud grade or better C. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 2 Q b. Joist and rafters shall be No. 2 or better 14 All connections between wood members not specifically D. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. p c. Headers and beams shall be No. 2 or better detailed heron shall be nailed with the minimum nailing 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: Z W to specified in IBC table 2304.9.1 J W) 00 2. Plywood sheathing shall be grade C-D, exterior glue or TYPE OF MEMBER ASTM SPECIFICATION EX tv j O{ Structural 11, exterior glue in conformance with iBC standard .I tz W 2304 Oriented strand board of equivalent thickness, exposure A. WIDE FLANGE SHAPES A529 50 KSI O rating and panel index may be used in lieu of plywood. CONCRETE NOTES B. ALL OTHER SHAPES A36 36 KSI Q. Sheathing fasteners shall be driven flush to face of sheathing C. PLATE A36 OR A992 36 KSI (MIN) >. >N tri with no countersinking permitted. Nailing shall be per iBC Table E. STRUCTURAL TUBING (SQUARE OR RECTANGULAR) A500 (GRADE B) 46 KSI aC 0 J 1 Concrete shall be a commercially available transit-mix properly F ANCHOR BOLTS (EMBEDDED IN CONCRETE) F1554 (GRADE 36) 36 KSI O C 2304.9.1 unless noted otherwise on plans and/or in shear wall proportioned and delivered to the site in ready-mix trucks. Aggregate G. CONNECTION BOLTS A325-N h Q,� schedule. size shall be a maximum of 1)4" in foundations and 3'4" at all other (7/8" ROUND, UNLESS SHOWN OTHERWISE) I 2 ~ Q locations. Slump should not exceed 4 Curing compound shall be H. HEADED SHEAR STUDS AIDS N W 3. Glue laminated members shall be fabricated in conformance I. THREADED RODS A36 36 KSI tv {� with ASTM and AITC standards. All beams shall have an AITC sprayed on all exposed surfaces immediately after final trowelling. 3 identification mark. All simple span beams shall be Douglas Fir SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE 2 ^4 combination 24f-v4 Fb = 2400 psi, Fv = 240 psi. Camber 2. All cement shall conform to the ASTM Standard C-150. All ENGINEER. STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSIONED POINTS. ALL STEEL ANCHORS AND TIES aggregate shall conform to ASTM Standard C-33. All reinforcing bars AND OTHER MEMBERS EMBEDDED IN CONCRETE SHALL BE LEFT UNPAINTED. shell be as shown on plans. shall conform to ASTM Standard A-615 as follows: Z UJ y3-#5 Bars and WWM-Grade 40 STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER OR EARTH SHALL BE HOT-DIPPED GALVANIZED 4 Parallel strand lumber (PSL) shall be manufactured under a #6 Bars and larger-Grade 60 AFTER FABRICATION IN COMPLIANCE WITH ASTM A123. GALVANIZE BOLTS AND SIMILAR THREADED FASTENERS c) process approved by the National Research Board. Each piece 9 EXPOSED TO WEATHER OR EARTH IN ACCORDANCE WITH ASTM A-153. ALL FIELD WELDS EXPOSED TO WEATHER OR All rebar to be welded shall be ASTM A706 steel. Preheat all bars R7 EARTH SHALL BE COATED WITH BRUSH APPLIED ZINC RICH PAINT COMPLYING WITH ASTM A-780 GALVACON OR SCALE. shall bear a stomp or stamps noting the name and plant WI (and larger per AWS D14-92. Preheat not required for bar sizes y6 EQUIVALENT). N.T.S. number of the manufacturer the grade, the national research and smaller ) board number and the quality control agency. A MINIMUM OF TWO BOLTS ARE REQUIRED FOR ALL CONNECTIONS. ALTERNATE CONNECTIONS TO THOSE SHOWN DATE. 3. Concrete used for basement walls (not exposed to weather), ON THESE DRAWINGS WILL REQUIRE PRIOR APPROVAL OF THE ENGINEER. 5/31/2007 Design is based on lumber manufactured by the Trus-Joist basement slabs, foundations and interior slabs on grade except garage Corporation: with Fb 2900 psi and Fv 290 psi. Alternate ALL MEMBERS ARE TO BE ERECTED WITH THE NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLESS FILE. manufacturers may be used subject to review and approval of slabs shall have a minimum 28-day compressive strength of 2500 psi OTHERWISE NOTED ON THE DRAWINGS. BEAM CAMBER ON THE DRAWINGS IS THE UPWARD CAMBER REQUIRED IN 07016 A-1.DWG the engineer and shall not contain less than 5 socks of cement per cubic yard. THE BEAM AS DELIVERED TO THE JOBSITE. CONTRACTOR TO CONSIDER CAMBER LOSS, IF ANY DUE TO SHIPPING AND HANDLING. JOB NO: 5. Laminated Veneer Lumber (LVL) under 4. Concrete used for basement wolfs, foundation walls, exterior walls, ( ) shall be manufactured porches, carport slabs, garage slobs, steps exposed to weather and THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE, BUT 07016 a process approved by the National Research Board. Each piece other vertical concrete work exposed to weather shall have a minimum ARE NOT LIMITED T0, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOT shall bear a stomp or stamps noting the name and plant 28-day compressive strength of 3000 psi and shall not contain less OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES AND number of the manufacturer the grade, the national UNEQUAL PARTS. research board number and the quality control agency. than 5-A sacks of cement per cubic yard. Concrete shall also be air D entrained. Total air content (percent by volume) shall not be less than 3. ALL A307 CONNECTION BOLTS SHALL BE PROVIDED WITH LOCK WASHERS UNDER NUTS OR SELF-LOCKING NUTS. ALL Of W Design is based on lumber manufactured by the Trus-Joist 5% or more than 7X BOLT HOLES SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED. Corporation: with Fb = 2600 psi and Fv = 285 psi. Alternate 4. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY y manufacturers may be used subject to review and approval by 5. Splices in continuous reinforcement shall lap as noted on the plans as follows: the engineer W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL 9 BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL 8E PERFORMED USING LOW HYDROGEN Grade 40 reinforcing bars: Minimum of 32 bar diameters ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX 6. Timber connectors called out by letters and numbers shall be Grade 60 reinforcing bars: Minimum of 48 bar diameters ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING 32777 Simpson Strong Tie Connectors. Provide the number and size of NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. C/STERE fasteners as specified by the manufacturers recommendations. 5. Unless shown otherwise, the minimum concrete cover for reinforcing SS�ONAL ENG Where connector straps connect two members, one-half of the shall be 3" when placed directly against earth and 2" for all other SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON DRAWINGS ARE MINIMUM locations unless specified on the plans. SIZES. INCREASE WELDS SIZE TO AWS MINIMUM SIZES BASED ON PLATE THICKNESS. MINIMUM WELDING SHALL BE nails or bolts shall be placed in each member All bolts in wood p 3/16-INCH. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD ARROWS ARE SHOWN WHERE A members shall conform to ASTM A307 Alternate joist hangers FIELD WELD IS REQUIRED BY THE STRUCTURAL DESIGN., THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IFA EXPIRES•' t VI 06 and other hardware may be substituted for items shown provided WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER OR FAGUTATE THE STRUCTURAL STEEL DELIVERY AND that they are ICBO approved for equal or greater load capacity. ERECTION. All joist hangers and other hardware shall be compatible in size SHEET with members provided. All connectors used with pressure treated wood shall be ZMAX, Post Hot-Dipped Galvanized, or SST300 (Stainless Steel). Use only stainless steel fasteners with stainless steel connectors. Use only Hot-Dipped Galvanized fasteners with 6 ZMAX and Post Hot-Dipped Galvanized connectors. 7 Nnleo {nom i.rJ{e ehnll I+o {{,e Ani{ dinw,e{m nl,.a Y. OF 6