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Home My WebLink AboutPermit D03-233 - BEANE RESIDENCE - REMODEL, ADDITION AND DECKThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D03 -233 Beane Residence 1461546 th Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 42 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. BEANE RESIDENCE 14615 46 AV S EXPIRED 02 -25 -06 D03 -233 ....A,.'.u.�...s...�..�M.:. +� -:Aix City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000749 Address: 14615 46 AV S TUKW Suite No: Tenant: Name: BEANE RESIDENCE Address: 14615 46 AV 5, TUKWILA WA Owner: Name: BEANE GAYNEL R Phone: Address: 14615 46TH AVE S, TUKWILA WA Contact Person: Name: BILL BROCKWAY Phone: 425 - 252 -6848 Address: PO BOX 1065, EVERETT WA Contractor: Name: OWNER AFFIDAVIT IN FILE - MICHAEL BEANE Phone: Address: , Contractor License No: Expiration Date: DESCRIPTION OF WORK: REMODEL 450 SF OF FIRST FLOOR OF EXISTING SINGLE FAMILY RESIDENCE. ADDITION OF 1480 SF GARAGE/WORKSHOP ON FIRST FLOOR AND ADDITION OF 836 SF SECOND FLOOR ADDITION WITH 168 SF UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE FOR DOWNSPOUTS. Value of Construction: $ $265,525.52 Fees Collected: $3,428.03 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N doc: Devperm DEVELOPMENT PERMIT Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Private: N Profit: N D03 -233 Permit Number: D03 -233 Issue Date: 03/03/2004 Permit Expires On: 08/30/2004 Public: N Non - Profit: N Printed: 03 -03 -2004 Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N N Private: N ** Continued Next Page ** D03 -233 Public: N Printed: 03 -03 -2004 City of Tukwila Permit Center Authorized Signature: s , Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p rfor ce of work. I am authorized to sign and obtain this development per it. Signature: Date: 3 oz/ Print Name: doc: Devperm This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -233 Printed: 03 -03 -2004 :✓:. 1�: 'wM'1w.tiJ:s..r�o..•wrw.......�u Wr+, City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000749 Address: 14615 46 AV S TUKW Suite No: Tenant: BEANE RESIDENCE 11: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D03 -233 Status: ISSUED Applied Date: 08/01/2003 Issue Date: 03/03/2004 1: * **BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 13: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Conditions D03 -233 Printed: 03 -03 -2004 S+.tt -warn. = �e' P, s' m1C. 4:,+ M/ F' �Rf !'KY7�t'S��'N10M,Ti;�M�4!N ?1l Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -233 Date: Printed: 03 -03 -2004 Site Address: Tenant Name: Property Owners Name: \CIAO - e 14( Is 1 -vo" 4� Mailing Address: Name: �t� � ro C10a Mailing Address: ?O E -Mail Address: 131 -ArCI GENERAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA ..� Community Development partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: Suite Number: New Tenant: L L wl City Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF. RECORD - All plans must be wet stamped by Architect of Record Company Name: ki e, gr oc.. ti Mailing Address: . �� • I Contact Person: A � c)(jc W E -Mail Address: &soca t' 3n. Q, A r cAn k tse_ C.CS e . ►vet ENGINEER OF RECORD -- All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: H City Day Telephone: E -Mail Address: Fax Number: ■applicationS'permit application (34.003) 3/.003 Page I S'•:��i�'�a�3irr;,�lu +w+:,6tiiS'iii;� "..:+,:s i5i`d:�7hra?� � ., .. r t . Building Perri Jo D ! Mechanical Permit °No. Public. Works Permit No. Project No. (For office use only) Floor: .... Yes D ..No lx)� gRia State Zip Day Telephone: (yAs) AS r; > g'q £ue-vet b41, Cit State Zip Fax Number: 4 OZ5) as-T - y7zo, State Zip City Day Telephone: Fax Number: LOA- City State Zip Day Telephone: WSJ C.0ECI ? Fax Number: (L) x;15''7 - l.{ 7 A. State Zip (LL c;1s� - a373 Rao- teLs ' �R"l J. s.: ra.:.xnrMrr��K+yrv+:wxe>- rr.•+ rra:oti.. rat croft:urosWAY: F+ t +M+1=,=4;c.r..so�.ca.:: BUILDING PERMIT, iNi+)RMA'I'IUN 2U6- 431 -367U . Valuation of Project (contractor's bid price) /7.. (VO Scope of Work (please provide detailed information): Se. cep g I Will there be new rack storage? [] ..Yes ❑.. Provide All Buil Existing Bui g Valuation: $ c eao�.f Oc y" o If "yes ", see Handout No. ing Areas in Square Footage Below for requirements. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ....Yes ® ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ..Automatic Fire Alarm D..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8 -112 x I 1 paper indicating quantities and Material Safety Data Sheets. bpplicationskpermit application (3.2003) 3/2003 Page 2 .,: o,.,.-...,:.+ .a:�:.wwil'e•Sa�i.:i,:.iSeSa..: ':a.wis.�::' di; Saas:t.':.Uiie:,tii:.efacaifu�a: " iw Existing Int i r Rem Addition to Existing ure Structure New Type of . Construction . per UBC Type of Occupancy per UBC Floor /Z° / 0 " v t 2 2" Floor —3a Floor • Floors thru Basement Accessory Structure Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck fi�f� /649f BUILDING PERMIT, iNi+)RMA'I'IUN 2U6- 431 -367U . Valuation of Project (contractor's bid price) /7.. (VO Scope of Work (please provide detailed information): Se. cep g I Will there be new rack storage? [] ..Yes ❑.. Provide All Buil Existing Bui g Valuation: $ c eao�.f Oc y" o If "yes ", see Handout No. ing Areas in Square Footage Below for requirements. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ....Yes ® ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ..Automatic Fire Alarm D..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8 -112 x I 1 paper indicating quantities and Material Safety Data Sheets. bpplicationskpermit application (3.2003) 3/2003 Page 2 .,: o,.,.-...,:.+ .a:�:.wwil'e•Sa�i.:i,:.iSeSa..: ':a.wis.�::' di; Saas:t.':.Uiie:,tii:.efacaifu�a: " iw PUBLIC WORKS PERMIT INFORMATION 7 206- . 433-0179 Scope of Work (please provide detailed in Water District ❑ ...Tukwila 3... Water District #125 ❑ ...Water Availability Provided Sewer District ❑...Tukwila ❑ ...Sewer Use Certificate Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑...Sewer Main Extension Public ❑ ...Water Main Extension Public FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water p ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: a applications\ permit application (3.2003) 3/2003 11 .t .nation): Co Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ®... ValVue ❑ .. Renton ❑ ...Seattle 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private ❑ Work in Flood Zone Storm Drainage Number of Public Fire Hydrants) ❑ ...Sewage Treatment Page 3 ❑ .. Highline ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size City ,, �, t - fi .4 Day Telephone: City State Zip Day Telephone: State Zip tt •, .,. • �.L1�r�a'i�r k �;� ..: � 'tis�'x�n�t,�3 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace> 100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1.000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1.750,000 BTU Appliance Vent Hood 50 + HP/1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm /Ind MECHANICAL PERMIT INFOR" ',TION - 206- 431 -3670 Use: Residential: New ....0 Replacement ....E Commercial: New ....0 Replacement ....0 Indicate type of mechanical work being installed and the quantity below: BUILDING OWNER Or AUT RIZED AGENT: Signature: Print Name: 411i.'',/ ,r Mailing Address: /yip /5 #6 . 'applicahonstpermit application (3.2007) 3/2003 Page 4 MECHANICAL CONTRACTOR 114 : - i t . -' " - 1'; Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E M '1 Add ress: Fax Number: at Z Contractor Registration Number: Expiration Date: Z * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** CG JU U co o CO U.1 J = F- N LL WO LL < = W Z = � Z F— W W U � 5-2 O H W W I- LL O Z W U 0 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Fuel Type: Electric 0 Gas ....0 Other: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. l HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON. AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Day Telephone: /a/. V/L City 9//OS (7)61) - < , cw J( /9 •-87/? Stale Zip Date: Date Application Accepted: Date Application Expires: �J / , Staff Initials: i 0, .4 rtxwx°v; s*+rt t^t;;*..etN Z QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 - 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. JAkiAlik PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME •EANIE. (SM. - 515) PERMIT # D03 - 233 5. GRADING Plan Review and Permit Fees Enter total excavation volume Enter total fill volume 1. APPLICATION BASE FEE $250 (1) 2. Enter total cost for each improvement category: General Erosion prevention Water Sewer Storm water 50° Road /Parking /Access A. Total Improvements Soo 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 12 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. so 4. TOTAL PLAN REVIEW FEE (B +C +D) $ /2 — (4) $ (5) cubic yards cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ Z(.t . 'Sa The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 1 QUANTITY in CY RATE 50 or less $23.50 51 -100 5 101 — 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1s 100,000, plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) S5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 50.00 r Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 2 $ $ /2 50 (6) (8) Ot t..,.. PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin 1 Total A through E 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ G. Other Fees $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 3 ( (6 +7 +8 +9 +10) $ t Z '"'" ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. I °/ 1 '7/ 03 d • CITY OF TUKWILA Public Works Department 206 -433 -0179 PUBLIC WORKS BULLETIN IA TYPE C FEE ESTIMATE WORKSHEET Type C permit fees are based on the value of the construction work. The City collects an Application Fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. Refer to Bulletins 1, 1B, 1C, and 12 for more information. There are two activities that trigger a Type C permit. They are 1) Construction in the right -of -way and /or on private property, and 2) Grading. The following information should help you determine if you need a Type C permit. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 09.25.02 Revised 03.18.03 Revised 05.01.03 1 Approved 09.25.02 Revised 03.18.03 Revised 05.01.03 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT • Cemetery graves, • Refuse disposal sites controlled by other regulations, Type C Construction Issued for 180 days for activities in the right -of -way and /or on private property. These activities include sewer, water, surface water, grading, street improvements, boring, culverts, curb cuts, paving, driveways, fences, landscaping, painting /striping, sidewalks, trenching, utility installation /repair,. Type C Grading Fills in the regulatory floodway shall not be permitted. Issued for 180 days for: • All grading operations, except for the listed exemptions, • Any fill using materials from onsite excavation, • Any excavation related ' to a structure, having an unsupported height greater than five feet after completion of such structure. z o! O 0 co o u� -i_ H w w 0 2 Exemptions: Q • Excavations less than 2 feet in depth, N d =w • Excavation that creates a cut slope five feet or less in height and flatter than 2V: 3H, z I • Fill less than one foot which is placed on natural terrain with a slope flatter than 1V: 5H, 0 • Fill that is less than three feet in height, not intended to support structures, not exceeding 50 w uj uj cubic yards on any one lot, and not obstructing a drainage course, 2 • Excavation below finished grade, for basements and footings of buildings, retaining walls, or 0 other structures, which is five feet or less and will not support a structure, a i— w W • Mining, quarrying, excavating, processing, or stockpiling of rock, sand, gravel, aggregate, or clay z where established and provided for by law, provided such operations do not affect the lateral 0 u) support or increase the stresses in or pressure upon any adjacent or contiguous property, 0 • Exploratory excavations under the directions of a geotechnical engineer or engineering z geologist, • The stockpiling of less than 50 cubic yards of topsoil, peat, sawdust, mulch, bark, chips or solid nutrients on a site, • Emergency and temporary sandbagging, diking, ditching, filling or similar work performed to protect life or property during or after periods of extreme weather conditions. This emergency and temporary work includes work that occurs within a reasonable time, determined by the City, following the weather conditions. Work performed to restore the property to its pre - extreme weather conditions state, shall not be exempt. • Agricultural land management practices, • Commercial stockpiling operations, which existed when the Grading Ordinance was enacted, and which involve the stockpiling of materials as a normal part of daily operations. The property owner must obtain written approval from the Public Works Director for exemption. • The creation of impervious surfaces, OR clearing a cumulative surface area of less than 5,000 square feet. Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0040000749 14615 46 AV S TUKW BEANE RESIDENCE R04 -00257 SKS 1165 Payee: MICHAEL BEANE TRANSACTION LIST: Type Method Description Payment Check 1546 BUILDING - RES PW BASE APPLICATION FEE STATE BUILDING SURCHARGE RECEIPT Account Code 000/322.100 000/322.100 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 2,177.85 Payment Date: 03/03/2004 04:30 PM Balance: $0.00 Amount 2,177.85 Current Pmts 1,923.35 250.00 4.50 Total: 2,177.85 D03 -233 APPROVED 08/01/2003 • 19 O3 /05 97.1.6 TOTAL. 2177.05 Printed: 03 -03 -2004 z '~ w re Parcel No.: 0040000749 Permit Number: D03 -233 Address: 14615 46 AV S TUKW Status: ISSUED N o Suite No: Applied Date: 08/01/2003 w Applicant: BEANE RESIDENCE Issue Date: 03/03/2004 N I- w Receipt No.: R05 -01267 Payment Amount: 47.00 w w O Initials: LAW Payment Date: 08/26/2005 12:03 PM I— w User ID: 1630 Balance: $0.00 z H i- O Z I- U O - o I- to w _ 0 Type Method Description Amount � F- -O •Z Payment Check 3243 47.00 U c - I O~ Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City' of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 MICHAEL BEANE PLAN CHECK - RES RECEIPT Account Code Current Pmts 000/345.830 47.00 Total: 47.00 6525 08/26 9710 TOTAL 47.00 Printed: 08 -26 -2005 :::...::: Z.n S. �°:.::, ta!: tu. �i�i�uir'.. .:xa�c.iyt�s•`�:;,:�1N.: Z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0040000749 14615 46 AV S TUKW BEANE RESIDENCE R03 -00941 SKS 1165 MICHAEL BEANE TRANSACTION LIST: Type Method Payment Check PLAN CHECK - RES Description 3103 RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,250.18 Payment Date: 08/01/2003 03:42 PM Balance: $1,927.85 Amount 1,250.18 Current Pmts 1,250.18 Total: 1,250.18 D03 -233 PENDING 08/01/2003 08/05 `'';':1 TON . ' ; , t - 1 Printed: 08 -01 -2003 Proje t: Type of Inspection: 5 0 Address: ( � I L i ly l5 l% S. Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: { Oo -2 3- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 9op «ter 444. A4Ared LAA d/1 36 d GOta d ll (-x--e / 4 1 p-Tp ±WL t 72) Inspector: Date: ov $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z = ~ W re 6 -J 00 (f) • LLI J = U LL W O � = d W Z = F- N O Z uj U 0 O N CI W W H r - - O Z U to F - O ~ Z COMMENTS: —C. 1 6 Type of In3Rectlon::, � i-r e` t c- r ,,747Aed Address: M& / 5 vie , fie S 'N ` f ] / .,/r 7' 4; S L ;; ; /2 fr-2—,61 ,-.40-,,,/, Date Wanted: 7 ..ter Requesjfl, fL+'I4 Phone No: (O(( 3 93 — 06 17 A '1 /- ) .4 / �. - 4'l f7.,e _ f q' ,CI- (/ ,, l //7 t .. " / <_ y7 1•ti" ( >,44,--;,4 4 : - R /7 7 !- ,..4 f ; / r .., i.% /I II!' ,-.4_7•"'"'•',41:77.-- we R:�:e. ..^,.r_ - 'r Proje. j t / e ies �SEW c •e Type of In3Rectlon::, � i-r e` t c- r Address: M& / 5 vie , fie S Date Called: o E/ i /o- Special Instructions: Date Wanted: a.in: Requesjfl, fL+'I4 Phone No: (O(( 3 93 — 06 17 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188, Doi 33 • (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. /?/2/1 $58.00 EINSPECTIO Fig REQUIRED. Prior to inspection, fee must be paid at 6300 SouthcenterBlvd., Suite 100. Call to sechedule reinspection. Date:8 ij Receipt No.: 'Date: OaflSlDI . INSIDI CIE 4-00 bi" C LA -...off DISTRICT APPROVAL SY...t < r� • DATE f f TEST RESULTS..+AW:.4.1 : — 1•11 VAL VUE SEWER DISTRICT APPLICATION FOR . SIDE SEWER PERMIT v. OWNER_ - QUA lb (t'1A CONTRACTOR F NOYS!< ADDU$I L4.0 1 tl e: t) . BASEMENT: YES..._....... I NAME SUI- DIVISION ' 'Y`' I ihns, �. C 2 8 . 8 . LOT N. ` / 0 ILL N.. 1/C ' /0+ 9 w- .11 10 less 6 . 1?-5' Le— I.) 95 SCALE 4 6' AVE poi 233 1 HERESY CERTIFY THAT THE ABOVE CONNECTION HAS ■IEN MADE AS SHOWN, PRIOR TO BACKFILL / BY -ter. . � •.. •t+. DATE..f,..Y � ��a • PUMIT N° 2763 EASEMENT Na..._......_._._._..,. CARD N... DATUM J - Option Glazing Area Glazing U- Factor Door U- Ceiling Vaulted Wall Above Wall Int Wall Ext Floor Slab On % of Floor Vertical Overhead'' factor Ceiling Grade Below Below Grade Grade Grade III Unlimited y .Q f / ✓ ✓ V Group R -3 0.40 Occupancy 0.58 R -38 R -30 , R -21 R -21 R -10 R -30 R -10 Only .0 Site Information Lot: �1� / <� /�tf��, /1CD�4r1I5 « Address: ) td l5 66 City: C- + .�_t_rE State: /1-44, Contact: Phone: Prescriptive Approach — Simple Form For the Washington State Energy Code (2001 Edition) Climate Zone 1 Zip:l12 z¢(a- 395 Phone 2: (42C) Fax: '1 2c9- 17 Z Building Department Use Only Permit #: Notes: G QP ►n tt f A a of OCI" 1 / • ftU� M. _ a.. 1E7 7 _ - ► " Table 6 -1 PRESCRIPTIVE REQUIREMENTS °" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (U nlimited Glazing Option Onl See the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame QE 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: Cl 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 A 7.h r Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Cooperative Extension Energy Program Prescriptive — Simple Form — Climate Zone 1 H 15' r /ry;6; t/ :v 40G 0 AE Z 2 00 C; 5/31/2002 D nn ;I N Lebtinen By- Date 7 Engineering 3216•Wetmore'Ave. Page No. J of Everett, WA 93201 (425)252 -2373 PROJECT NAME • 2 n s �� DI PROJECT NUMBER 05/2-15 Or LOCATION 'A55H 1 N�'ro(\ I C N D CLIENT 5 'x/ ' mc41, ©CI 17 2003 DESIGN CRITERIA , IBS 1401f. CODE VFG Ic7c3 7 LIFE LOADS 40 �,� FLOOR SNOW 25 PF. • WIND &j t4P ili ?((9 "(31/ SEISMIC tO 3 • DEAD LOADS ROOF • . FLOOR I lb SOIL VALUES BEARING PS LATERAL CAL C j T, • N �.. VED BY: JURISDICTION ADDITIONAL STRUCTURA LYNGINEERING REQUIREMENTS OR CHANGES TO PLANS' ARE AS SHOWN SH1. NOTES, SCHEDULES AND DETAILS PER SHT, FILE COPY DAB' .1 STRUCTURAL ONLY . ..ENGINEER'S SEAL, IS FOR LATERAL LOADS ONLY UNLESS NOTED D03 -233 RECEIVED OITY OF TUKWILA AUG 0 1 2003 PERMIT CENTER i.a:s3 `55cMr ,ky:.dtiwrH� H N Lehtinen By Date Engineering 3216 Wetmore Ave. Page No. 2 of 7 Everett, WA 98201 (425)252 -2373 WIND DESIGN DESIGN WIND PRESSURES FOR STRUCTURES OR ELEMENTS OF STRUCTURES SHALL BE DETERMINED FOR ANY HEIGHT IN ACCORDANCE WITH THE FOLLOWING FORMULA: P= CeCg Cis I P = design wind pressure Ce = combined height, exposure and gust factor coefficient (Table No. 16 -G). Cq = pressure coefficient for the structure or portion under consideration (Table No.16 -H). qs = wind stagnation pressure at the standard height of 33 feet (Table No.16 -F). I = importance factor (Table No.23 -K). P15 = .62 x 1.3 x 16.4 PSF x 1.0 = 13.2 PSF P20 = .67 x 1.3 x 16.4 PSF x 1.0 = 14.2 PSF P20= .72 x 1.3 x 16.4 PSF x 1.0 = 15.3 PSF SEISMIC DESIGN THE TOTAL DESIGN BASE SHEAR IN A GIVEN DIRECTION SHALL BE DETERMINED FROM THE FOLLOWING FORMULA: V= (3.0 Ca / R) W= (3.0 x 0.36/4.5)W =.24 W V = total design lateral force or shear at the base of the building. Ca = numerical coefficient specified (Table 16 -0). R = numerical coefficient (Table 16 -P). W = total seismic dead load. H N Lehtinen Engineering 3216 Wetmore Ave: Everett, .WA 98201 (425)252-2373 - -- °(3 --- 12 --- 4 . (2-5- ---Wnet-tr 41 5 ' C ) 14V RooF \er = 5 PzR- 31: x5G - / Aiof 7- 0(24 x 54, 40td ("monk FA [o ro ---...-- , Lat) Ld.lra 2Lt w :12 Sespx ta RE.DuNDAy.i c)1 FAGTOR 20 tam 0.011 ' DI 9TRIEOT of■J 2_ 5/ C. t-o-AcE:IS Oct•-i 2)/ IJANT/ cp/./3 f By Date Page No. 0 of 7 BPS )4- = 0 sr/ 34C- leo se' - • ix:,41. • - 1:42,4 iyer L orzL ) J._ '" - 400 4•4444, ' W r. H N Lehtinen Engineering 3216 Wetmore Ave: Everett, .WA 98201 (425)252 -2373 5 . s 7 oPP _ F 1'f, S °6E)< 1 • By Date �x =IS 848 EsPil5E, 0-JSC3 (30 9 . � WOVD C X4EktK5. Page No. 4 of H N Lehtinen By, Engineering 3216 Wetmore Ave: Everett, .WA 98201 (425)252 -2373 ' 1 250. x 26 /z, - j 3 +3 St-t, L A A 6 M J ZSip >4 56% `Z -:-, +12 -i- IOfi�o� - 6 zsou Bey I ft 4 Date Page No. 5 of 7 1 1 1 2_,(0 I z, Z/2 2120 G = 2l flu _ u . ��.. 2_ 256 _ . _vim . su • — 5Q o- u V= 2 5 I 5120 /St 6-1- S t6 — e,54 z 2 „ aig z s Sc, l f tzj - 57e 0:3(:= �� t4 ` z - 17We fi 7 1- � • c „s•(,) v � u 2 u fit/ Z • ai+a.�ir:,.;w:liru`ri:i.o, �F. �.. i:=.>: i;. i+ ciit. �i�u�u'. N,*, �;; J!yt� • •n • ' ,;'�" . i:.: tusou�i�ti ::tas.,�iCti.ii:;r.'.'iu,.' • • H N Lehtinen Engineering 3216 Wetmore Ave: Everett, .WA 98201 (425)252 -2373 O) 51i Ekg RTUR 1i/ J G. sE�.. Swu. . , :+]: 14: .;ka..sli,ilX.eau`.411.'wi:i 7c'" t Hcv By Date Page No. C ' of 1 ffX x J_=.: SI MPso&) MARK ALLOW LOAD MATERIAL E DGE BLOCKING REO NAILING ANCHOR• BOLTS - PLATE , NAILING ' ; • . . REMARKS • : • • EDGE ;' FIELD Roof 180 plf 1/2" COX. No 8d @ 6" • 8d @ 12" . Minimum Standard • Floor 215 plf 3/4" CDX No • 10d @ 6" 10d @ 10" • 'Minimum Standard'' SW I • 260 plf 1/2' CDX OR 12 "oc Yes 8d @ 6" 8d @ 12" I f_K @ 48" 16d @ 16" Minimum Standard ' •w l 125 ) an/51 C z i t Y _ Y 5 L 7 r0 % F. J : 0,12 J 4 i Y2* 6. - • 164 -G . . • • 3x H e - . s 1w3 400. • • r • SHEARWALL AND DIAPHRAGM SCHEDULE •. ' A c..4-102 moo! bout; c Av. D6IVan iVhci/w.1 1W Ni • 01 01 -10 -2006 'BILL BROCKWAY PO BOX 1065 EVERETT WA 98206 RE: Permit No. D03 -233 14615 46 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one or more extension of time for additiona perios not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/25/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Permit Technician xc: Permit File No. D03 -233 City of Tukwila Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 .,, Steven M. Mullet, Mayor 07 -05 -2005 BILL BROCKWAY PO BOX 1065 EVERETT WA 98206 RE: Permit No. D03 -233 14615 46 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and /or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/26/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Brenda Holt, Permit Coordinator xc: Permit File No. D03 -233 Bob Benedicto, Building Official city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98/88 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 February 9, 2005 Mr. Bill Brockway P.O. Box 1065 Everett, WA 98206 RE: Request for Extension — Permit No. D03 -233 Beane Residence —14615 46 Avenue South Dear Mr. Brockway: This letter is in response to your written request for an extension to Permit No. D03 -233. Based on the information received, the City of Tukwila Building Division will be extending your permit to August 26, 2005. Please be advised that this will be the only extension wanted for this project and no further notice will be Riven prior to the expiration date. A new permit and associated fees will be required after the above -noted expiration date. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, 44(16 Robert Benedicto Building Official /sks File: Permit No. D03 -233 Michael Beane Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 'is �� T <� (CL A f t &10 &r\ec1Ib .67:4) ep ; 61 I<IU.5 < 1 / 4 Al S + 4 ' 111. t e a , / 64ertia4)44 / ote,-4-0 iediva tee clav rE2>\4 qeig k l b c,_ 04.0 %Apt. z -7 -a5 A 0 f ? Op & ov,�. tar t�t� tz rL `Li 0,,,,,), Qh e, 0 0_66-0_12. h-efertp_. tIc r E124Lxte_, 1 6c62teQ c5q 04 If q‘ 72(/ • •=C6 \ Ju4 1et v‘i/ytee4_ cu,t tt. y-c 4 ko,0„,14„„t_,,„ core dtte_ ttL.1 d 4-Le- Lge-Ag 1&41 - 04,1 ) •Ze ,tet 1-461a/ ,k d-le-p/ sa4,/ „e_et,z- ,,,ktex, e<s mold z _i- W J U 00 w= E- U) LL w 2 LL.? • a = Z � Z o 1- W - O U N - O F- Z 01 -04 -2005 BILL BROCKWAY PO BOX 1065 EVERETT WA 98206 RE: Permit No. D03 -233 14615 46 AV S TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D03 -233 Bob Benedicto, Building Official City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writinu and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/26/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665 August 26, 2004 Mr. Mike Beane 14615 46 Avenue South Tukwila, Washington 98168 Dear Mike: Sincerely, encl xc: File No. D03 -233 Ciz of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 to Revision #1 Development Permit Application Number D03 -233 Beane Residence —14615 46 Avenue South — Downsizing Scope of Work This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time, the Public Works, Building and Fire Departments have no comments. Planning Department: Carol Lumb, at (206) 431 -3661, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. Steven M. Mullet, Mayor In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted tl:rouzh the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Stefania Spencer Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director z ~ w QQ : � JU 00 CO CI Co 11J J CO U. w u- = a w Z = 1- O Z 1- w w 0 1. The Zoning Code limits the maximum building footprint to 35 %, but this maximum may be reduced U based on the square footage of the building site. Attached please find a copy of TMC 18.10.057, which p H details the how to determine maximum building footprint. Based on the size of your property, my 11.1 calculations show that the building footprint is limited to 24.27 %, or 3,573 square feet. 1— ! o . .. z U N 1--Z O~ DATE: July 27, 2004 CONTACT: Mike Beane RE: D03 -233 Beane Residence ADDRESS: 14615 46 Avenue South PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 -431 -3661. Building footprint is defined as the square footage contained within the foundation perimeter of all structures located on a lot, plus overhangs projecting in excess of 18 inches, but excluding decks less than 18 inches above grade. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 1 415 4iina :a;4cu:u,:wi,4,.i.4 z July 7, 2004 Bill Brockway P.O. Box 1065 Everett, WA 98206 Ciij' of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Application No. D03 -233 14615 46th Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Residential Code and /or the International Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Stefanie Spencer Permit Technician Xc: Permit File No. D03 -233 Bob Benedicto, Building Official • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to August 30, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 '2i�tC 11 !ai�dit�se:: B ROCKWAY ARCHITECTURE & PLANNING City of Tukwila OCT 1 Q 2003 6300 Southcenter Boulevard, Suite 100 PERMIT CENTER Tukwila, WA 98188 Attn: Stefania Spenser Re: Point by point responses to The September 26,2000 Correction Letter #1 for Permit Application # D03 -233 for additions and alterations to the Beane residence at 14615 46 Avenue South, Seattle Washington 98168 The following is a point by point response to the issues outlined in Correction Letter #1 dated September 26,2003. Building Division Review: Per Dave Larson 1. Engineering pages and calculations have been modified and re- submitted per Dave Larson, as per phone conversation. 2. Shear -wall schedules on the plans and the engineering have been coordinated, certified by the engineer, and resubmitted per Dave Larson, as per telephone conversation. Refer to Item #1, above. 3. Per additional phone conversation from Dave Larson the plans have been annotated for field based compliance measures. Public Works Review: per David McPherson Sincerely William C. Brockway -- rchitect RECEIVED CITY OF TIIKWILA P.O. Box 1065 Everett WA 98206 -1065 2823 Rockefeller Avenue, Everett, WA 98201 (425) 252 -6848 Everett Toll free 1- 866- 377 -4414 (425) 259 -4742 FAX EMAIL brocarch@gte.net October 8, 2003 1. There is less than 500 sq /ft of new drainage (impervious) area (net increase) proposed in the project. Most of the proposed new roof area will be located on the area that is existing paved driveway, walks, and an outbuilding at the south edge of the existing garage /shop. The net increase will be 254 sq /ft. The increase in area is at the south portion of the project and is the difference between the existing garage /shop south wall and new garage /shop /recreation room south wall. The 254 sq /ft net increase includes the new sidewalks and the removal of the outbuilding. Refer to the analysis diagram, attached. 2. Per e-mail and telephone message exchange with David McPherson no additional storm drainage capacity (infiltration) will be required. CORRECTION LTR # D03-z33 drawing May 16, 2006 Dear Mr. Beane: Sincerely, City of Tukwila Michael Beane 14615 — 46 Avenue S Tukwila, WA 98168 RE: Permit Fee Refund Enclosed is a check in the amount of $1,538.68 which is 80% of the permit fee paid for the proposed remodel under Permit No. D03 -233. As you have indicated in your letter received by the Permit Center May 9, 2006, that the proposed remodel to your home will not be taking place. If you choose to pursue your project in the future, please contact the Permit Center to obtain the current permit submittal information. If you have any questions, please feel free to contact our office at 206 - 431 -3670. 4614-- Brenda Holt, Permit Coordinator encl xc: Permit No. D03 -233 Q:\Documents\Letters \DO3 -233 - refund letter.doc bh Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 tjn ." V f. ..� w N i i : � �1tM' H . 4 �... a bA.. e: , r �Yl h� cRECK." NUMBER '„ a�.� �` 1r t C EC AM�lU 'i ": :..,. ..,., ;ru.'- 009348. 05/15/2006 . 1,538.68 CITY OF TUKWILA, WA 98188.2544 "•" INVOICENUMBER ^+ ; : '• .2 051506313 11•.•!DATE• 05/10/2006 'P.0: NUMBER ," , CL¢atA.csl :.. tt' DESCRIPTION' 'k, . • ‘•••• 80% PERMIT FEE REFUND DO — a.33 •,• AMOUNT• `+ :'� `k1,120vLs 1,538.68 THE FACE OF THIS DOCUMENT HAS A COLORED BACKGROUND —NOT A WHITE BACKGROUND THE BACK OF THIS DOCUMENT HAS AN ARTIFICIAL WATERMARK -HOLD AT AN ANGLE TO VIEW TO THE ORDER OF CITY OF TUKWILA 6200 Southcenter Boulevard Tukwila WA 98188 -2544 BEANE, MICHAEL 14615- 46THAVES TUKWILA, WA 98168 ACCOUNTS PAYABLE CHECK PLEASE DETACH BEFORE DEPOSITING PAYABLE THROUGH U.S. BANK 151 Andover Park East Tukwila, WA oelee PAY One Thousand Five Hundred Thirty Eight Dollars and Sixty Eight Cents ma NO. 19 -10 1250 ()L ) 4 (4, Lc-• c.ocrt waa rwuex re,Nri. 0 di-C2-1., RECEIVED rrtY OF TUKWI A MAY 0 9 2006 PERMIT CENTER cx1 M , (144 J j/ N( 1 46 " r\) ELA-)1L CA)r� el X03.253 it M emo U May 10, 2006 o 0 N 0 . ut J H co u_ w From: Brenda Holtkfi , 2 u. Re: D03 -233 CO a z �. l- z E- To: Laurie Anderson Please refund 80% of the permit fee paid for the Beane Residence. The refund amount should be $1,538.68. The property owner has chosen to not begin his proposed project. Please make the check out to and I will forward it to them: Michael Beane 14615 — 46 Avenue S Tukwila, WA 98168 Xc: File No. D03 -233 Q,\Do uments Letters\DO3 -233 - refund memo.doc bh City of Tukwila Permit Center .41+44 z September 26, 2003 Bill Brockway P.O. Box 1065 Everett, WA 98206 Dear Bill: City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D03 -233 Beane Residence —14615 46` Avenue South This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania`Spencer Permit Technician encl xc: File No. D03 -233 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor Building Division Review To: Bill Brockway From: Dave Larson Date: 09/11/03 Re: Permit D03 -233 Mike Beane addition Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 -431 -3670 An initial Building Department plan review has been completed for the subject project. Please address the following comments with revised plans, specifications, and /or other documentation, that will aid us in processing your permit application. 1. The submitted engineering pages need to be modified to reflect differences in wall changes possibly made after original calculations were done, as per our phone conversation. 2. Shearwall Schedules printed on plans and in engineering should be matching in all respects and need to be a part of the engineers approved document.. Should there be questions on the requirements, please feel free to contact the Building Division office at 206 -431 -3670 No further comments at this time • Page 1 DATE: August 22, 2003 PROJECT: Beane (SFR) 14615 — 46 Ave. South PERMIT NO: D03 -233 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions regarding the following comments. Bulletins 1, 5, and 6 are enclosed for your information. 1. You show more than 500 sf of new drainage area, therefore, infiltration is required, if feasible. Provide soils evaluation by Washington State Licensed Engineer, Soils Scientist, or septic designer, for storm drainage system. See sample - enclosed for your information. 2. Provide storm infiltration with overflow to existing system in street. See sample plan — enclosed for your information. 3. Complete Public Works permit fee sheets — enclosed. August 5, 2003 Mr. Bill Brockway P.O. Box 1065 Everett, WA 98206 RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -233 Beane Residence — 14615 46 Avenue South . Dear Bill: Sincerely, Stefania Spencer Permit Technician Enclosures File: Permit File No. D03 -233 Ciiy of Tukwila Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 1, 2003, is determined to be incomplete. Before your application can begin the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 - 3677, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: August 5, 2003 Project Name: Bean Residence building permit application Application #: D03 -233 Plan Review: Ken Nelsen, Senior Plans Examiner Tukwila Building Division Ken Nelsen, Plan Examiner Ext. 1677 The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. 1. Because of experience with crawl space drainage and basement drainage in the general vicinity of the subject building site, address the following foundation / floor drainage. a) To maintain the crawl space foundation construction, provide additional plan details to identify a footing drain discharge system. The discharge system generally must typically be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the crawl space. Review the following State Plumbing Code subsoil drain requirements for your design. U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington State Amendments) ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. ❑ Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved watercourse. • Page 1 • Page 2 Page 2 of 2 D03 -233 - Incomplete memo No further comments at this time. ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one - half (1 -1/2) inches in diameter and have a union to make the pump accessible for servicing. ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. ��:.�,,,;._;,.;:.vt.i�.`:..r ... i.:..i:.' !. �:.Si . .i t. 1:.aX ,..��.: .tt•�..�: r� > . � 4; • n.. � .Y� :��:wJUliii`sia`1.i�: ; <z..4 . ..^�.,.. .•••,•.` t �.. •^`Y ACTIVITY NUMBER: D03 -233 DATE: 07 -20 -04 PROJECT NAME: BEANE RESIDENCE REMODEL SITE ADDRESS: 14615 46 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after ife permit is issued DEPARTMENTS: ,A ��„� /, Building division Lei II - 1 f"" Fire Prevention Public yo I � Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -27 -04 Complete [2:( Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route , _tom/_ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) [ Notation: REVIEWER'S INITIALS: Permit Center Use Only (� CORRECTION LETTER MAILED: g'X a T �// Departments issued corrections: Bldg ❑ Fire ❑ Ping4 PW ❑ Staff Initials: Sec Documents /routing slIp.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP PERMIT COORD COPY APL ddtiued 1 Planning Division Permit Coordinator y Not Applicable ❑ DUE DATE: 08 -24 -04 DATE: M 14h 4.. Ur PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -233 PROJECT NAME: BEANE RESIDENCE ADDITION SITE ADDRESS: 1461 46 AVENUE SOUTH Original Plan Submittal DATE: 10 -13 -03 Response to Incomplete Letter # X Response to Correction Letter #1 Revision # after /before permit is issued DEPARTMENTS: r) I, ,6 c' to -0 -a3 Building ivision 12 Fire Prevention ❑ Planning Division Public.3I rks IP Structural ❑ Permit Coordinator AIL DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -14 -03 Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route 101 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents /routing slIp.doc 2 -28.02 Approved with Conditions REVIEWER'S INITIALS: PERMIT COORD COPY DUE DATE: 11 -11 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -233 DATE: 08 -12 -03 PROJECT NAME: BEANE RESIDENCE - ADDITION SITE ADDRESS: 14615 46 AVENUE S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After permit Is Issued DEP ENT `'41'05 57I - +�' 4 ..03 Building Division ❑ Fire Prevention IR Pu is orksA 11.21•03 Structural ❑ Planning Division Permit Coordinator DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -14-03 Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES /THURS R TING: Please Route LJ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: DUE DATE: 09 -11-03 i Approved ❑ Approved with Conditions ❑ Not App roved ( attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 9 : Departments issued corrections: Bldg EX Fire ❑ Ping ❑ PW f Staff Initials: Documents /routing slIp.doc 2 -28 -02 PERMIT COORD COPY WyVY, ' i'+`+.✓ "�.YYhRCiu4' . ACTIVITY NUMBER: D03 -233 DATE: 08 -04 -03 PROJECT NAME: BEAN RESIDENCE - ADDITION SITE ADDRESS: 14615 46 AV S X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # After permit Is Issued DEPARTMENTS: B ilding Division Ej Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2.28.02 r'ERMIIT COORD COPY PLAN REVIEW /ROUTING SLIP dPc., We, 5 — Fire Prevention ® Planning Division Structural ❑ Permit Coordinator K Incomplete DUE DATE: 08 -05 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg e Fire ❑ Ping ❑ PW ❑ Staff Initials: 'S TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 ER IT COORD COPY l s:)Yi.� a, DUE DATE: 09 -02 -03 DATE: Revision No. I Date Received I Staff Initials I ! Date 1 'Staff Issued ! Initials / I 7-zo -e i SleS Summary of Revision: , I ..AL • - Received By: Revision No. Date Staff Received i Initials Date 1 Staff Issued i Initials ! Summary of Revision: I ! • Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I ! Summary of Revision: Received By: . Received By: Revision No. Date Received Staff Initials Date ! Staff Issued i Initials 1 Summary of Revision: Received By: . PROJECT NAME: Revision No. Summary of Revision: Date Received 444, PERMr; - '\10:. 403 - Z.33 Site Address: /W(•/S Aid, • Gam. �'a-. Original Issue Date: 3% 3 OY REVISION LOG Staff Initials Received By: Date Issued (please print) (please print) ' (please print) (please print) (please print) Staff Initials i::" :.:t:2 14 ui$'i:�k.:uw;trfb ".'�. "sN iv.'cl ii Date: - 74070V Project Name: Project Address: ) _ � /4 f C' Lie, `' Contact Person: m1 Summary of Revision: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: g.� O Response to Incomplete Letter # O Response to Correction Letter # Revision # f< after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Phone Number: 0'2O o� n ,llf ne U � /T cF �TFR Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on - Q / 08/06/03 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 06110eA 8 Plan Check/Permit Number: D03-233 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued CI'1�'AE IVED 1:1 Revision requested by a City Building Inspector or Plans Examiner QC r L4 o Z003 Project Name: Bean Residence Project Address: 14615 46 Avenue South Contact Person Bill Brockway Summary of Revisi n: ,(J Wot kO//10 cl TO Ofr Phone Number A ' CO 1"/ loV £m)/ h)&tte _i_z/c141: A) Dra40.,(k, )5./e4,5 - C)//u/u A G(_,frx/ e :1 / Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Lie Entered in Sierra on 10 3 09/26/03 mzrz +� wu 1a fit kt+ + kiitiio,tg i0-Nl t• . ;i4jr A4.1. >0, hip;g :, , v off Date: ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued 4 4 6 i / 1// 6.6)///emw.e 70; City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D03-233 Project Name: BEAN RESIDENCE Project Address: 14615 46 AVENUE SOUTH Contact Person Bill Brockway Phone Number Summary of Revision: PV `(4 prt .Z /4a0-6- J r , -,e44 ai /4 , .7 is Act/L 7 / ) ' e7 Q ezilni`" i.C.kZ 4, /'L/ 11,4Leis C1 - Y ��? 015/ -fi=t c:_..e� 42 i . 1==ecv.Q) ce- .,70 4) r Ta i tf..., ()kJ Sheet Number(s): 8 /2Z/ "Cloud" or highlight all areas of revision including date of revision � Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on RECEIVED CITY OF TUKWILA AUG 1 2 2003 PERMIT CENTER 4 08/05/03 '�1 ",•i ;Y: �i,':!� ';•. ^': -:�. ti.`f:Nvwu 7�'.i AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, consider the work authorized under this building permit to be exempt under No. / . , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. AFFCONT 1/13/00 CITY OF T "YWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 � r\ - e.-. ss. , states as follows: sa+a�,.aauw4 Signed and sworn to before me this --/rd day of Hard? NOTARY PUBLIC in and flOr the State of Washington, residing at ,k 71 County. Name as commissioned: Alice A. Deac My commission expires: b H -4 ,20 . 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural ' districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. STRUCTURAL NOTES: RESIDENTIAL/COMMERCIAL - LIGHT FRAMING NOTE: Structural notes are intended to address major areas of concern for projects in general. Particular projects may not involve all of the topics listed or may have additional structural data needs addressed as part of the drawings and or specifications (if included). All materials and workmanship shall conform to the Uniform Building Code (UBC) 1997 edition, and to other standards specified herein or on the drawings. A. LIVE LOADS: 1. Roof Loads: Snow, 25psf 2. Wind Loads: Section 1614 of UBC. Exposure "B ", 80mph wind 3. Seismic Loads: Zone 3 UBC 4. Floor Loads: 40psf floors, 60 psf decks 5. Equiv. Fluid Pressure: 35pcf B. ADDITONAL DEAD/LIVE LOADS: (if applicable) 1. Roof: Due to 2. Floor(s): Due to 3. Deck(s) Due to C. SOIL AND FOUNDATION DATA 1. Design bearing strength 1500psf. Coefficient of friction 0.25. Refer to structural cal s if provided. 2. Grading and Fill: Comply with Chapter 33 and Appendix Chapter 33 UBC 1997 Edition. All fills shall be placed in maximum lift depths per the engineer or 8" (max) and compacted to 90% of ma)dmun density. All native/excavated areas to recieve fill shall be 'proof' compacted to 90% of maximum density. 3.Carry all footings down to undisturbed soil, minimum depth of 1'-0" unless noted. Exterior footing minimum 1 below grade. adjust deeper for local frost conditions as required. 4. Badcflll within foundation walls, at retaining walls, and per drawings at foundation wall exteriors shall be free- draining material as folows: 5/8" minus with "fines" (or better) at any underslab area, "pit -run" gravel/sand at areas and/or deepexcavation areas per drawings. D. CONCRETE: (unsupervised construction) 1. Detail, fabricate, and place re-steel as shown in ACI "Manual of Standard Practice" ACI 3. 2. Concrete of following 28 day strength. a. fc=2,500psi, 5 sack cement per cubic yard. b. Maximum slump 4 ". c. Reinforcing fy=40,000psi 3.Cover (Clear Dimensions) a. Beams, columns, exterior faces of walls, 1-1/2" b. Vertical faces exposed to earth, 2". c. Bottom of footing, 3" clear 4. Provide standard crack control joint on all slabs on grade using maximum dimension of 20'0" unless otherwise noted. Verify crack control joint detail. 5. Lap all field splices 30 diameters. Bend wall and footing bars 18" around all corners or use corner bars. 6. Dowel all exterior projections to structure with #4 bars at 12' O.C. hooked into wall. 7. Al wood forms used for concrete in the ground between foundation sills and the ground shall be E. MASONRY: NOT USED F. TIMBER FRAMING 1. Comply with WCUB #16 and UBC Table 23 -1-A -1 2. Schedule of lumber grading: a. Studs and plates: Hem -Fir, standard and better b. Joists, stringers, headers: Hem -Fr, No. 1 of DF-L No. 2 or better C. Beams: Douglas Fir -Larch No. 1 d. Gltu -lam beams: Combination 24F -V4 3. Plates and other members in contact wiht concrete or masonry shall be pressure treated per UBC 2317. 4. Plywood: a. Al plywood shall be placed with face grain perpendicular to supports and continuously or at least two (2) supports. Center joints accurately over supports, Eger the end parts of the panels to achieve a minimum of continuity of joints. Block edges where called for on plants. b. Use 5/8' exterior plywood for roof diaplwagms with 24' r fiersltr ues spacing. c. Use 1/2' exp. 1 (APA) plywood at wall sheathing. 1/7" "O50' permitted if approved by Arditect, a submittal is required d. Use ply -dips at unsupported edges of plywood at mid point %spans exceeding 16". e. Nailing: Walls, 8d at 4" on center at panel edge and 12' on center on field. Roof, with 518' plywood, 10d at 6" on center at edges with 12" on center in field. Floors, with 314" T&G (min); Glue and nail with 10d at 6" on center at edges and at 12" in field. 5. Fire-bloddng, draft-stops and fire -stops shall comply with UBC chapter 23. 6. Neifintg shall comply to UBC Table 23-1 -0 7. PAanufactured Roof/Floor Trusses: a. Manufactured trusses shall be certified by an ' firm acceptable to the Building Official for the jurisdiction involved. b. Provide manufacturers data upon request. C. Handle, shore, and instaN trusses in strict with manufacturers recommended prime and or specific instructions. d. Provide Simpest A-34 (or equal per manuf. rec.) framing device at each truss, strong beds at unsupported gables, and sokdblodc/brace with continuous 2 x4 (min) at two locations (min) perpendictuiar to span. See hem 7c above. G. STRUCTURAL STEEL 1 . Strucbsal steel shall conform to ASTM - A36 2. Fabrication and erection of structural steel shall conform to the Eighth Addition of the Steel Construction Manual pubished by the American Institute of Steel Construction. 3. Waking snail conform to AWS D-1.1. Elec*odss shell be E70Da Use only WABO ceased ,welders. Heed weld we is 3116" fillet unless otherwise noted. 4. Bolts shall conform to ASTM A307, unless noted 5. steel shell have a shop cost of iron oxide primer. Touch up al saws sitar 6_ Contractor shell submit stop drawings lo the EnOnser fix review Oar to fabrication. GENERAL NOTES 1. DIMENSIONS REFERRING TO DEMOLITION ITEMS SHALL BE COORDINATED PRIOR TO DEMOUTION. GENERAL CONTRACTOR SWILL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF ALL SUB- TRADES. EXACT AREA LIMITS AND QUANTITIES OF NEW WORK AND DEMOUTOIN ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. ARCHITECT WILL INSPECT EXCAVATIONS, EXISTING CONDITIONS AFTER EXCAVATION OR DEMOLITION, OR OTHER AREAS NOT READILY VISIBLE DURING THE DESIGN PHASE, AND MAY 'FINE TUNE' OR ALTER WORK TO ACCOMMODATE FOUND CONOMONS. 3. ARCHITECT TO BE NOTIFIED IF FOUND CONDITIONS OR DIMENSIONS ARE OTHER THAN AS INDICTED BY THE DRAWINGS, OR WHEN INSPECTIONS/REVIEWS ARE REQUIRED BY THE OWNER, BUILDING DEPARTMENT, OR CONTRACTOR. 4. CONTRACTOR AND OR SUBCONTRACTORS ARE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS, DIMENSIONS, AND SUBMITTAL OF MATERIALS OR EQUIPMENT SPECW1CAT)ON.S TO ARCHITECT PRIOR TO STARTING WORK. 5. CONTRACTOR IS PRESPONSIBLE FOR COMPLIANCE WITH ALL LOCAL COES AND ORDINANCES. 6. CONTRACTOR IS RESPONSIBLE FOR PROPER COORDINATION OF WORK OF ALL TRADES AND TO INSURE PROMPT EXECUTION OF WORK AND THE COMPLETION OF THE PROJECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTINS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 8. ALL NEW PIPING, DUCTS, CONDUITS, AND SIMILAR ITEMS SHALL BE BEHIND FINISHED SURFACES WHEREVER POSSIBLE. 9. CONSTRUCTION DETAILS MAY NOT SPECIFICALLY COMER ALL CONDITONS HOWEVER, THEY MUST BE USED AS A STANDARD FOR SIMILAR CONDITIONS. SIMILAR DETAILS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. 10. HVAC, PLUMBING, AND ELECTRICAL MAY BE BY 'BIDDER DESIGN' AND/OR BY SEPARATE PERMIT. VERIFY IN EACH CASE. 11. 'BIDDER DESIGN" DEFERRED SUBMITTALS SHALL MET ALL REQUIRMENTS o? APPLICABLE CODES AND ORDINANCES AT TIME OF WORK, INCLUDING SITE, STRUCTURAL AND SEISMIC CONSIDERATIONS. \ _ - SCALEE:ITS (T\ VICINITY Ana • F.F SLAB O (-) 8' t NEW 3' CONC. WALK EXISTING SHED- t APPROX. DRIP UNE (E) 24' DID► TO1 MN WELL a sus To BE REM9VED PER OWNER r -- POOL MIR (E) J (E) 24' oe► CEDAR TO RBIM I OUST. SAKTAfYY SIDE SEWER-- � � coNNEcr PEW @I SPACE DRAINAGE ', TO DUSTING V TO PERMIT a$ PWgooso) (E) CONC. SLAB TO REMAIN 4. NOWT r 96.00' ELEV ( - ) 74. * + - FM F.F. ELE REMODEL AREA �u 5 SF # .567t24 4 (E) WALK & STEPS TO BE REMOVED (N) WALK 8 STEPS N AREA , EXISTING HOUSE s6 SF It TO RE>MArN: NO WORK 78! L 2S sd F.F ELEV 0.0' (ASSIJMEDj SITE PLAN a� r = WIT NO CHANGES TO DUSTING OFF -SITE SEWER AND WATER I SERVICES. ON SITE UNDERGROUND LINES IN NEW WORK AREA WILL BE LP GRADED PER COOE, . PLUMMER. 1 ALSO REFER TO PERMIT B 0 (Sp coNNECTIONa WL SPACE war. 14'-e" EXIST. WATER METER OWNER: PR01ECT INFORMATION: PROJECT DESCRIPTION: Additions and alterations to an existing residence at 14615 46' Avenue S. , Seattle 98168 (in Tukwila) Washington. Additions will consist of a new larger garage with shop area replacing the existing garage, a new semi heated two story atrium, a new recreation room. a new master bedroom suite, a new two bedroom addition with shared bath room, and a new mechanical room. Alterations will include remodel of about 975 sf of the existing floor area into a portion of the new recreation room area, a bath room serving the recreation room and pool, laundry room upgrading, storage areas, and a new "powder room" near the relocated/new front entry/gallery. System replacement/additions will include Electrical and HVAC systems, most of the plumbing, new roofing at the existing roof area (to remain), and minor upgrades to existing attic and crawl space insulation. OWNER/APPLICANT: Mike Beane CONTRACTOR: Per Owner LOCATION: 14615 46 Avenue S., Seattle 98168 LEGAL DESCRIPTION: Lots 9-10, block 6, Adams home Tracts, East 28.8 of Lot 9, all of Lot 10, less South 125 `, less North 95'. Located in King County Washington. LOT AREA: 14,725 sq ft LOT COVERAGE: Existing house to July 2003 2211sf 15.0% Existing House to remain (no work): 781.25 sf Existing to be remodeled: 867.50 sf Existing to be removed and replaced: 600 sf New area to be added (garage etc): 2264 sf Total post 2004 project lot coverage: 3913.10 sf = 26.77% BUILDING AREA: Existing (July 2003) 2211 sf. At 2004/05 project completion: 3913.25 sf , plus Attic Storage © 243.5 sf LAND USE/ZONING: Per City of Tukwila Land Use Code; TAX PARCEL #: 004 000 -0749 OCCUPANCY CLASSIFICATION: Per 1997 UBC, Group R - USE: Detached Single Family Residence CONSTRUCTION TYPE: Type 5-N WORK UNDER OTHER PERMITS: To be Determined if required PROJECT PARTICIPANTS: ARCHITECT/APPLICANT: CONTRACTOR: SHEET INDEX: A-1: CAP SHEET: SITE PLAN, NOTES ETC. A-Z: FDN PLAN, STRUCTURAL NOTES, SCHEDULES, DTLS FLOOR PLAN, SCHEDULES, DRS A4: ROOF LNG, SCHEDULES, DETAILS A-6: BUILDING sEcnoms, WALL SECTIONS A-6: ELEVATION'S A-7: tom. / .E 'l"' , - t i ;:ea ..;G . !.t -! ti.a A-& LATERAL FORCES DETAB.S ON 1,0 VP i BILL BROCKWAY WC BROCKWAY, ARCHITECTS 2823 ROCKEFELLER AVENUE WA 98201 (425) 252 -6848 32 MIKE BEANE 14615 46TH AVE S TUKWIL.A, WA 98168 W 0 Z I E W:.__ r 5.E-:R DER S -R,S- NOES NG P C•:� BRE ' '� P :x AB PER S. NOTES (""i'.N 1/: .A5 s it 48'. o.c) SSE AR II PER PL.:.ts, PER! 1ETER 'ZIRAINAGE ; FIN. GRADE P.T. LEDGER P W/3/4" AB @ 24" O.C. R-30 JOISTS PER PLAN SYMBOL Mooai � d GRADE LINE f 3 �nale�ll�r `1�elow � - 1 4 1 12"i1s' CONT- 3 COW_ ! 5 ;rirw m. Ca 3•a CONT. ! 41 IOW' ,?it COROT_ I' - 4 'WC STORY' 12 ONE STOR'r (2, EXT. WALL FOOTING @ PATIO i L PER SCHEDULE 4 OR FON • j KT- 16 S MPSON 8- • 80 R ? N5.1,.. 4''U IN TYP AN NAILING PER STRL NOTES �-- F� OCR S,-IEAT- IN�s Ah� gRAMING PER STR. NOTES !� I SUPPORTS i 8 ' SOUSE 6' GARAGE -*- •4 BARS vERT • I 1 18" o.c., 2 -• `~ 4's • BOTTOM , k•4 • TOP PER PLAN 14 � ! INTERIOR PAD FOOTING !YG r is= � r ^- HOLD -DOWN SIMPSON POST CAP PER PLAN rox6 POST (TYP. SEE PLAN POINT LOADS} SIMPSON POST BASE W /7" ENBED MIN. J - W 3 EA. WAY . 2'x2'xi' PADS s CONT. ® LINEAR GRADE BEAMS (TYP) #4 DOWELS Q 24' O.C. EPDXY 2# 4 CONT. � TO 6' IMBED ft (E) WALL & PER STUCTURAL NOTES \ NE!N W 3/4' T8G PW SLAB W12 x 12 WM PER PLAN- � 1( � (TYP) / • 1r saw ow • l `GRANULAR BASE (TYP) (N) WALL PER PLAN �s LEDGER & SLAB TRANSITION A -2 ' 1" - 11-0' MAMJF j CONK. TO FRAMrG RAGS a I HPAHD22 SPAPSOId 16 I CAST-IN-PLACE MMIFON , t C ILGT - 2 SIMPSON 14-164 TO GIRDER I 14-1ed TO FR c •AS 36 SIMPSON 36-100 I O CRAWL SPACE WALLS NITS 4 .2 : SIMPSON '44-•00 I • ROOF CORNERS � 4100srINc FON TO oeL. STIR. EPDXY BOLT FOOTING & FOUNDATION SCHEDULE I S>ZE : FTC. REINFORCING REMARKS I 1 f f 1r CONT" • 3 - $ $ T _ F 2 t 30" ? #L • if CO BA . WAY I WALE SIZE I ■MIIILL RED* •t r MAX Efr. i sa • 1s o c. EA. WAY 8017 OW 0.C. (1) ; P •EAoa• i s er PLINTH , 444 MIS TIE& TOP 1 Coca � . ©oL BASE • EXT aosioniou • r ac., a i sa Bar. TIE SS COLS I NO1NE p -- DoE sI. . AOET BASES PER PUPA* Q.C. EA.1111111Y j Ile" I I, ?x1e : ANC,-1C 4R • 48" OC. w. ENEF MIN +4 CONT NORZ « : O.G. FOR uAL�5 TO 4 - D ; EXT. WALL FOOTING @ ENTRY ACCESSORIES& SIMPSON OR ECILIRL (11) SEE FLR PUPA gore LATERAL NOLD0011111 LOCATIONS (TYP.) (L&ALL AND SMEAR PER PLAN SIDING PER PLAN PT 2x PLATE WI AD's PER PLAN MIN ION Ad's • 46' ota YAW' v9NT SWEAR MOLD -paw PER PLAN 1 w= 1 . Qk-2- - -0" NOTE � nHIaIBIED aur k3 4 2" FOAM INSULATION I 2: SAND 4" PER 4"� EQ PLAN' I'_4" $L.OPE I'2' AT DOOR OPENIP4 (TYP) 1eW �FO�O{'1�INYs -- L.77 SLAB PER PLAN REDAR GOVT. AT Tod LNO. t a' ANCHOR BOLT MARK sL PU E ANCHOR Asp Sr cos. AS. O 35 THICK J182 ire ta' O.C. Isai PLATE ice' THICK I fre 1/2' dia. A.B. 8' O.C. su PLATE ANCHOR O XTS ARE Ste' O11 • 4Q' 0 C. UNLESS NOTED OTHERWISE ON PLAN 2 WASHER TO OE rerx3r141' THICK -►--- 2xb STUDS a lb' o c U2" G•1* SNEETING W/ 5d COOLER NAILS • ""o.c. -- - 2xb P.T.PLATE $4 • 18' EF. STAGGERED / , - EXPANSION JOINT f INTERIOR • • ' M IREDARICS VT TI4cK PLATE II FIN. GRADE 2 -•4 CON! 0 11110 STORY, I2 ONE STORY EXTERIOR WALL FOOTING AND NAILING PEI! PLAN \ ---PL OOR a � fa � AND PRAMII■ds PER PLAN m 2 MIN CLR. TO BTM 4 ' NOTE. & HVAC SEE GARAGE SLAB • • - FLOOR DRAINAGE PER OWNER & BIDDER CAWL SPACE 12'-0' ACCESS w 1 CO %-' i 4 • I • 68 4' -8" 3 le 3 4 1. 8 " 4' W/ 6x6 IN 1.4 x1.4 W.W.M. OVER 6 MIL. VB ON 4' MIN GRAVEL BASE COMPACT SUB GRADE OT 95% PER STUCT. NOTES. SLOPE 118" : FT TO DOORS u -V i r (R-10) RIGID INSUL PER A-2 I 1 , i______ ( _I 1 a SLAB EL = -10r t /s 1_::: & ...... ` 6 � � SLAB EL = -10r' t aSTL TO TO (E) (E) OUTFALL OUTFALL PER SITE PLAN / FOUNDATION PLAN , 1/4" • r L FD AT 1.' Q.C. J El TING 2x10 JOISTS j 6 \, A-2 2 L " s WALK Nir K (E ) 2 SIM \A-2 ,- I L_ - _ n N i THIS AREA SUBJECT TO \ .'{ RE-SUPPORT/LEVELING PER OWNS n EXISTING CRAWL SP CE n n NOT 1. FOR SHEARWAL.L (SW) SCHEDULE a LOCATION DATE REFER TO ROOF FRAMING PLAN 2. CRAWL SPIN DRAINAGE REQUIRED TO QAI UG T T'E LIES FD POST AND CONC PADS ALL LOCATIONS COND"$ SUBJECT TO FIELD VERIFICATION APPROXIMATE. ALL EXISTG DATA IS I 72 -3 PROVIDE N. R-30 INSUL. W AS NEEDED. SUPPORT CEO NG (DUCTS TO BE rail RETAINED TBD BY HVAC CONTRACTOR) ABOVI"DIRT UNE TO JOISTS (fl P)- - - w 16'-6" 4`-8" T -2" - 05rTt I ?,49 l ./. ///,:,/ I I ',/;,-%% I j :// I1:4 I SPACE ACCESS II i� II �I l (E) FIREPLACE 4' A-2/8 170" 23S 4=3w FD TO (E) �� OUTFALL 2 ✓TO (E) ; OUTFALL • 4'-8` OCO 4 1 <', I fl� 2 F U V Is • • 4 1 10) /01111•1111=1•1111M11111111111•1111111\ Co4 oftift riL J ■122222■2morrionol/ ■ .44•411. .=••••••••■•••■■••••••••• ••■■■•••■■•••-•1 twoor• ■■••■•••■' • Pa N. r• f N rk r. 6), il k 4•4404•14•11.4-44104m4.44AMMI ( all 1+, t44 • •••• ••••: ■•• •IMO ■••••••■111M1■•• 0.0 .1••••1111, cr •11.11111 411•11■1 14815 48TH AVE. S TUKWILA, WA 98168 MIKE BEANE ADDITION/REMODEL .MINNEMMO +4•••••••■••■•4 4.44•04.44044, - 41 14'-0* 11.4.11111.11.1 ,/ 7tr m kr' ij 5'-0" ,■••■111111• Ii rr r 2'-10° II •i• 3I-0" 2 (> tO) m 5'-O" 63 \v/E B ROCKWAY ARCHITECTURE PLANNING 2823 Rockefeller Avenuc Everett, WA 98201 (425) 252-8848 6W-4" 5'43" 24. 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I . t I I ' 4 - .t__LL 1 • . f r 1 , Z 4 411411 1 I . date • 20'-0" m t I • I I ) ' I .4 4-- I ill' _1..- I 1 1 1 • 111 ( )1 k )1 int I T TI A, ; ttc job no. 4230305 \ design W.C.B. drawn S.H.H. app'vld 1)- ) date 2i die f.,Cioff Is , SHEARWALL SCHEDULE MARK SHEATHING 1 SHEATHING I SHEARFLOW j ! I EDGE NAILING NAILING * REMARKS SW1 I W' { 15132" PLYD18d @ 6' O.C. ONE SIDE 16d @ 8" O.C. SW2 15/32" PLYW'D ONE SIDE 8d 0 4" O.C. 16d 0 5 O.C. SW3 15/32" PLYW'D ONE SIDE 8d Q 3" O.C. ! 16d. 4" O.C. SEE NOTE 5 SW4 1/2' GWB EA. SIDE IOW SCREWS (I 4" O.C. 16d • 4" O.C. SEE NOTE 5 SW5 15/32" PLYW'D18d G 4" O.C. ONE SIDE I 6d a 5-1/T O.C. 2 ROWS SEE NOTE 5 NOT USED ISW6 15/32' PLYW'Di8d ONE SIDE 0 3" O.C. I 16d ft 4" O.C. 2 ROWS SEE NOTE 5 iSW7 115/32` PLYW'D8d ONE SIDE I @ 6" O.C. 16d @ 3' O.C. 2 ROWS I SEE NOTE 5 NOTES: 1. SCHEDULE IS BASED ON 1997 UNIFORM BUILDING CODE FOR SEISMIC ZONES 384, AND ON WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM'FIR STUDS 4t24 2. SHEATHING IS TO BE SPAN RATED 24/'0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE 16" Q.C. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d IT O.C. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. * SIMILAR TO AND IN SOME CASES MARK STRAP TIE SIMPSON Ti LSTA36 T2 MST48 1- 3 LFTA C f A 3 B 5 11141R9 iPS PL S 14 : 91/4 PL D 4 s 10 E S 1A�: 11 71e FLOOR TIE SCHEDULE WALL STUD iTHICKNESS SPECIE 1 -1."I HF 3• I DFL 3' IPARALAIM ae� � SWATH PARANA CC ea S SPANS PF . . • OR GREATER PARALAM PC • END TO rARAILAM 1 T T1rP i WITH OIL VERT IMAM I PC 4111E0 TO Sri ,0 C -16d 16`10d DTL SJ TO EACH END E t S fact I REMARKS 8 BEAM/i-lEADER SCHEDULE SYMBOL SPECIES CONNECTIONS SIZE b TYPE GRSPEC. BEAM TO SUPT. LATERAL MST TNT. Q rtA.T. SPANS LAP PER cn. I wsrlw. Q MILT. stews 24* MST EA END • 'TOP R YST TfP_ ! MIL SPANS I_f TrP. • MULL SPANS i i I- • { v1 y� 0 c4 • LE P te..._ TS ; S S 3OR OLIN 7 RU PEAfC SW- --r- II S ROOF FRAMING PLAN �wrs SCALE w =ra LW 2n. RII?GE I' gt30 • • - 47 _c k JR ar C-26 C `s E g SUOISiAei A-4/8 J a WALL AND SHEAR PER t PLAN r 3 TAB 30 YR LAM. COMP ROOF'G 2'-0" SIDING PER PLAN EXTERIOR FIN. GRADE '* �'I► m e '4 ? r _( oD 16"16 6'; °I or or Jr ,, TOP PL _ ---- -- T--,- EAVE PER DETAIL -~- -- 5/8" GWB (TYP) R -21 BATTS 2x6 STUDS W /GWB & FINISH PER SCHEDULE -2x6 STUDS AT 16 o.c. LOOR COVERING PER SCHEDULE WALL SECT. @ GARAGE SCALE: 1/2' = 1 � WRAP MBR TOIEUP 5/12 LOPE THEN APPY 3 TAB O (d'/kEvv'ti flKf QUOF• (BASE SHEET 3 PLY MBR i< MID SHEET MINERAL COAT 5✓8' PT PLYWOOD TOP SHEET • t 3 TAB 30 YR LAM. COMP. ROOFING (TYP) INSULATION STOP AND R -38 BATTS 8' -O" A.F.F. F.C. . � z H SAVE PER DTLV DBL PANED, GAS- FILLED VINYL WINDOWS TYP. 2x SILL (TYP) 1/2" CDX 2x6's 16" o.c. R -19 INSULATION VAPOR BARRIER 1/2" GB (TYP. EXT. WALLS) MANUF RIM BOARD I JOIST PER PLAN (N) FTGS TYP. A-5 TFLAT ROOF / GALLERY SECTION �wa SCALE: uT•ra ................ de • • • 12 51 3/4" T t& G PLYW ON TJI's R -30 BATTS W/ INSUL SUPPORTS TYP. WALL SECTION SCALE: 1/2" = 1' -0" CUT BACK (E) EAVE & APPLY NEW EDGE FLASH. j- — (E) TRUSS'S: VERIFY COIN. & BLOCK/ MODIFY TO ALL EAVE CUT -BACK HEADER PER FRAMING PLAN ti 2x4 EXTERIOR WALL REMOVE EAST SIDING d VB . � VERiFY (E) SHEATlNGIW1LING & REPAIR/UPGRADE AS NEEDED. APPLY NEW GWB � GALLERY SSE 1/2" CEMENT EID TO ?ABOVE SLAB a 3* BELOW sal Puy BITUMEN ADHERE TO coNC, SOLID BLOCK O mw DOSING WALL 0 0 0 t ta305 P_- '' i � • for • Z \ $.. ,GRID (2-0 ! c' I t ri- 1 \ \i I I ' • t2of os i 2 \\‘/ T \ SOUTH BUILDING SECTION kav 'G. GOOF - coi...1K4--gassi 5 1-4t\V or *AK. erA C-44 __ 5 ( WEST BUILDING SECTION �AdJ SC/HE 1M' = 7'-0' 4 .i. ✓• :� A al ± v g0I c 4 cn g -i -; 2 & . 2. I -F3 1 3 J r C SUOMAal W a to 2 0 ei W WW <Q Z �o . � g CO r..._ _ l w t Y° te 2 4 D J WINDOW W I FRAME ---z -- GLASS I - - --T- ;TYPE, 4 Vl/ SIZE FINISH REMARKS r _ SLIDER HEAD JAMB SILL _ 1 6/0x4/0 ---_ , ! F 2 i 5/0x4/0 I _ -�_ _ BTM SLIDER , 3 5/0x3/6 �. � S SLIDER I 4 j 4/0x210 -- _ SLIDER - OPAQUE E 5 1 510x4/0 � SLIDER 1 6 I4' R-1/4 ROUN TO REMAIN -NO WORK 1 (E) A ! 10/0x510 4 1 (E) B i 5/0x4/9 ! TO REMAIN -NO WORK �--- 1 -t - # i L____ I I + f L___ I I WINDOW NOTES: Also refer to schedule, drawings, and if used the specifications. 1. Frame constuction is dependent on window construction type; wood, wood-clad, aluminum, or vinyl. Selected type and manufacturers model shall meet or exceed " Class 60" energy standards or local code standards if more stringent. 2. Painting for non -clad, or types requiring paint shall be per Specification Division 9, (if used) comply with the manufacturer's recommendations, and/or as follows: one coat of filler/sanding sealer (stain of appropiate), and two coats of final finish sanded between coats as necessary, coatings shall be appropriate for the material, and location (interior or exterior) involved. Window sashes and/or trims (typ). 3. Glazing shall be at a minimum a double pane gas filled section. A side #3, "Low E" non - reflective coating designed to retard heat gain/loss and protect furnishings from UV damage is per owner option. Submittal and owner selection is required. 4. Submittals provided for owner selection process include manufacturers literature with pictorial examples of the installed product, energy code test data, prices, size, and configuration data. In addition, either a physical sample of sash and glazing or the location of a showroom where the product may be examined shall be provided. ,_(E) CE1L'G 0 r co (E) FLOOR (E) GRADE WINDOW SCHEDULE Epp, ( (E) Fl F NORTH ELEVATION SCALE: 1/6''► = 1 _ 9 I LL SLAB BEYOND 5 12 TYP • • • EAST ELEVATION SCALE: 1/4" = 1 I • 11 I t - II I 1 1 II II I L� ('\ WEST ELEVATION vM� SCALE: 7N' =T-0' > _ j ________________ r __ _____________________i_________ _:._______ i I ^. _I • y I I i; I! II !iI I; i i i • ) — 11 �, ----- -.. - ---- -= • _ I .-- _ - . - - �ti - - -r ---- _,.-_ - --- ■ i i r ■ --- ---r- ---- - --- - _ - ,s. -- - .4 1 _ - - - - ----•• - - - -..r t• --�� -- - - MOOR UNE SOUTH ELEVATION �w�J SCALE: Ur =�r Ii . I • EXISTING (N) .,! 'I e F f L: -j - - - - . ��_ _ -_- _ GARAGE susLR& 9 E)CEILING E)FLOOR 4 o as g • 1 J W I U Ct u) O ? � o W p Z_ WZ C. o6 � W W SHEET A J Is i • 4 a / 011110111=11•111111111111111Th r AT 44 Ti J . - .i. • +.. ii I t Ne( I) ?I ! !ti 111 11I 4 f III UI t) Iii t 3'! HEAD HT ;1) 0 I III I, 1 I ADDITION /REMODEL 14815 48TH AVE. S f" r (IN (1. III t I I II t) () 1. I �( I I I I II III t 1 r' rn , c to () 9 u ) �VnV II m n z Z C7 r Oo m r m n n r n D O z z m - n -1 r m n m v n Z r 2 Z uj z \� ROCKWAY ARCHITECTURE PLANNING 2823 1:t ocketder Avvnua, Ev•rolt, WA 98201 (425) 252-6848 MECHANICAL & ELECTRICAL LOCATION PLAN, REFLECTED CEILING/LIGHTING PLAN, STORAGE LOFT PLAN 1 no. • date ■ Item ( Job no. 4230305 design W.C.B. drawn S.H.H._ ap Ned ' r date .1 .4 c f �. c,f • ROOF 1RUSS PE}' PLAN R,',of ST,' 'G ' UGE: NAL :NG TC SI iCAk F KAMi TI STRAP PER PLAN RIM JOIST SHEARWALL BELOW - 1 WALL STUD. DBL STUD MAY BE REQ'D SEE PLAN. PER . A r' TYPICAL SHEAR . RAMS SHEAR WALL I (SH'T'C NOT SHOWN FOR CLARITY) UPPER FLOOR SUB - FLOORING 1 1 � r . • • 1 1 r- Sr EAR fi.�.� r 0 Q • _ , !2'..r • J t P t 1 --- 2x4 WOOC SHEAR FRAME w ' 7 16' Aj''A kATEC SHEA1FiiN" (.►LISSE_? ONE SIDL. NAT= GUSSET Ti FRAME w / Sd :) s4 40h NAILS 0 6' o .G (MC.' TO MATC;iI TRUSSES) Sr 4P: s NOTE: USF 0"'. OF FRAMES - TO MAT - CH LE NOT?• OF SHEARWALL BF L OW \- ANGLE 'A23' 0 12' o.c. w;' LONG LEG ON FRAME. (2 MIN. PER FRAME) USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHTG TO EACH STUD NOT: IF HEADER INTERVENES, WRAP AND NAIL STRAP TO HEADER AND TIE HEADER AT EACH END TO WALL STUDS BELOW w/ (1) MST27 USE SHEARWALL EDGE N LING FOP CONNECTION OF SHT TC EACH STUD e --. ~ • w F r Sr ARWALL PER PLAN SHEARWALL EL'.;E NAILING RI JOIST P! ;'WOOD - FI'LLER SHEARWALL EDGE NAIUNG [ 1' SHEARWALI PER PLAN RIM JOIST SHEARWAL I EDGE NAR 1NC I J .•s. —C 1 =1 - -C 1/ =1 -0' Rum S t : bC FRAMING P ETA I L FRAMING DETAIL OPTION • - SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING -2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w REINFORCEMENT PER LOCAL JURISDICTION • ' �►�:1 Ot.' :!� iv . LUA: - —z - � ; Li. FrkLe- • ' L LC 7i\ FLOOR SHEA1 HING P.T. SILL PLATE w ANCHOR BOLT PER PLAN FOUNDATION w REINFORCEMENT PER LOCAL JURISDICTION I i OJR JOIST (JOISTS MAY BE_ PERPENDICULAR 1., MALL) FLOOR JOIST (JOISTS MAY BE P ERPENDICULAR TO WALL) SHEARWALL PER PLAN (SHEATHING NOT SHOWN) WA� . I �! 0�E �.,; NG R L RI.;. AT SHEARWA o de f 0 • '2" T r KING STUDS (TYPICAL) 12 6 kiK.rIIOR ALT --' 5'o_c ihea r met GPI 5 lip -. • • I/2 Av fog. .26-1 4+t? ' I 0 z V TOP OF CONC. WALL V TOP OF FOOTING N7 NAIL SHEATHING TO BLOCKS AS FOR SHEARWALL EDGE NAIUNG ROTATE THIS DOWEL 90' AT CORNER APPLICATION TIE STRAP: SIMPSON LSTA21 w/ 10d x 1 -1 /2' NAILS (TYPICAL) 4x2 FIAT BLOCK v SHEARWALL PER PLAN -- i �-� -- 3' REF. 1-4 T` P. . SILL ?Uri 14 • 18' . • 1:- :'2 r J!y 1'-- ' 1 C a: 7 / 1 L -r !► SHEARFLOW ---ti !NAILING UPPER FLOOR V -- (2) 2x HOLDOWN S1 JDS -- SIMPSON SOS 1 /4 x 3 WOOD SCREWS -- HOLDOWN: PER PLAN 7 Dv THREADED 6 ' HOLDOWN DETAIL 1 -1 , - 0 • SYM i f ART U ,-- RW I , D ETAI L J — v • 7/8" SLEEVE NUT OR TURN BUCKLE HOLDOWN ANCHOR PER SCHEDULE -- P.T. SILL BLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN 4 MIN. REINF. PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL Jr4 BENT ANC EMBEDDED IN FOOTING CONCRETE FOOTING SHEARWALL PER PLAN SHEARWALL EDGE NAILING BEAM FLOOR JOIST PER PLAN USE SHE_fRWA,.,. EDGE NALi2G FOR CONNECTION 0► SF!' i C TO POST (TY? 1-OP c r" C 1. C ALL N7 'T3Ic 7 C PGTA'E Tr :_ SONS_ 9C' A7 .2.. R�.£i� 2x6 STUD w/ 10d U 3' 0.c. FUU LENGTH (STAGGERED) FLOOR V ;itFARwA. t LUGI N.Ai►JNC F OR CONN. Cf SHEATHING TO HOLDOWN S RID (TYP.) T OP OF CONC. WALL V L FOUNDATION WALL TOP OF FOOTING # 4 BENT AND ✓ # EMBEDDED IN FOOTING slit i AaT SHEARWALL PEER PLAN r __,__ (SHEA:RING NOT SHOWN FOR CIAO !e/ UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN AK ▪ j i aI DC 1l<1 `i Dz 4x6 Dx"F,. f I POST — 1 TYPE • E HO I PER PA.N r► SHEARWALL DETAIL • SYM. AB'T (SH'T'G NOT SHOWN FOR CLARITY) SHEARWALL PER PLAN (2) 2x6 OR 4x6 HOLOOWN STUD ti STRAP TYPE HOLDOWN PER PLAN HOLDOWN DETAIL WALL TOP PLATES P T PLAT w ' Ald -iOP EIX 6 A PE.? ',?.240ATlO11 PLAT. fO t ~ A - j, $Alm JE!� ape .xi ,' FCCItC: RIM JOIST FLOOR SHEATHING RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS PEERRN FOUNDATION #4 MIN. REINF (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) CONCRETE FOOTING UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SOIE7IULE FLOOR (JOIST MAY BE PERPENDICULAR TO EXT. WALL) . t NOTE USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS. DBL. STUD (TY \•' 3s OR i2: a • PitAIES SHEARWALL EDGE NAJUNG FOR CONN. Cr SHEATHING TO I TOLD ()WN STUD (T rPICALL 2x6 STUD w/ 1 Ud 0 3' o.c. FUL!. LENGTH (STAGGERED) TOP OF CONC. WALL V I TOP OF FOOTING V UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARFLOW NA.LUIG MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN } SHEARWALL DE; AIL (OPToN) 24" MIN. 1 B' MIN_ 0 S • 14115111111/411/ ►� r. r r rr r i r Scam *NI* on alis sisal mg mot le sal sr cavil art so dessollme visyss. Imswar asp slissid los wed as gummisil plasm awl laussposImIl as SHEARWALL PER PLAN I r (SH'T'G NOT SHOWN F OR CLARITY) 3' HOLDOWN DETAIL ' =1' --0' CONTINUOUS HEADER (PER PLAN) \ L' t / S+u4_ 3 • 4' _ : --Q (2) 2x6 OR 4x6 HOLDOWN STUD STRAP TYPE HOLDOWN PER PLAN UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING 2x CONTINUOUS NAILER w/ MAIN FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE WALL TOP PLATES NOTE: USE THUS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. 3d 8 3' O.C. 2 ROWS STRAP IL SIMPSON MST27 III / (I 64) b GA_ x 2 - I ,'2' NAILS (MAY BE APPi D OVa SHEATH NICT I / T 6' SPAN RATE: S },N , I TEM E_ O► PMi E f I l F P S N."..7 ,XTaikgro t. 1 4rf 4-A�T :.- EA-P _ + . +� _. .~� . . 1,31w PER ? lJ1h - -- ' " sz. .�� Ate--t.«; _ -: - (21 A,: Si JIM. • 2 - A.ZL3 c t? ' E ♦&. 24' NAT ■‘.4..hiEATCw +K PROWL/. -~ = ;E' ,OpM�, t =.. SYM. I AE3' T {'.1. SILL PLATT. w/ ANCHOR BOLTS PER FOUNDAPON PLAN FOUNDATION WALL 4 MIN. REENF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) #4 SENT AND EMBEDDED IN FOOTING CONCRETE FOOTING G , C. _ FLOOR (JOIST MAY BE PERPENDICULAR TO EXT. WALL) i v.�'j C 1 / / e Lai a uj < t Z ~ o W � 0 rw Y r ■ A - 2 g ♦- r II.r ‘„ - r g (IN 8UOMA011.J J /0■11441MNIM■Th SHEET A I 1 STRUCTURAL NOTES: RESIDENTIAL/COMMERCIAL - LIGHT FRAMING NOTE: Structural notes are intended to address major areas of concern for projects in general. Particular projects may non involve all of the topics listed or may have additional structural data needs addressed as part of the drawings and or specifications (if included). AI materials and workmanship shall conform to the Uniform Building Code (UBC) 1997 edition, and to other standards specified herein or on the drawings. A. LIVE LOADS: 1. Roof Loads: Snow, 25psf 2. Wind Loads: Section 1614 of UBC. Exposure "B", 80mph wind 3. Seismic Loads: Zone 3 UBC 4. Floor Loads: 40psf floors, 60 psf decks 5. Equiv. Fluid Pressure: 35pcf B. ADDITONAL DEAD/LIVE LOADS: (if applicable) 1 . Roof: _Due to 2. Floor(s): Due to 3. Decks) Due to C. SOIL AND FOUNDATION DATA 1. Design bearing strength 1500psff. Coefficient of friction 0.25. Refer to structural calks if provided. 2. Grading and Fill: Comply with Chapter 33 and Appendix Chapter 33 UBC 1997 Edition. All fills shall be placed in maximum IM depths per the engineer or 8" (max) and compacted to 90% of maximun density. M native/excavated areas to recieve fill shall be "proof" compacted to 90% of maximum density. 3.Carry all footings down to undisturbed soil, minimum depth of 1' -0" unless noted. Exterior footing minimum 1'-6" below grade. adjust deeper for local frost conditions as required. 4. Backfiil within foundation walls, at retaining walls, and per drawings at foundation wall exteriors shall be free - draining material as foiowa: 5I8" minus with "fines" (or better) at any underalab area, "pit -run" gravelsand at non -slab areas and/or deepexcavation areas per drawings. O. CONCRETE: (unsupervised construction) 1. Detail, fabricate, and place re-steel as shown in ACI "Manual of Standard Practice" ACI 3. . 2. Concrete of following 28 day strength. a. ff =2,500psi, 5 sack cement per cubic yard. b. Maximum slump 4 . c. Reinforcing fy- 40,000psi 3.Cover (Clear Dimensions) a. Beams, columns, exterior faces of walls, 1-1/T b. Vertical faces exposed to earth, 2". c. Bottom of footing, 3" clear otherwise 4. Provide standard crack control joint on all slabs on grade using maximum dimension of 20'0" unless noted. V erify crack control joint detail. . 5. Lap all field splices " P spl 30 diameters. Bend wall and footing bars 18 around all corners or use comer bars. 6. Dowel all exterior projections to structure with #4 bars at 12' O.C. hooked into wall. removed. 7. All wood forms used for concrete in the ground between foundation sills and the ground shall be E. MASONRY: NOT USED F. TIMBER FRAMING 1. Comply with WCLIB #16 and UBC Table 23 -1-A -1 2. Schedule of lumber grading: a. Studs and plates: Hem -Fir, standard and better b. Joists, stringers, headers: Herr -Fir, No. 1 of DF-L No. 2 or better c. Beams: Douglas Fir -Larch No. 1 d. Glu -lam beams: Combination 24F -V4 3. Plates and other members in contact wiht concrete or masonry shall be pressure treated per UBC 2317. 4. Plywood: a. All plywood shall be placed with face grain perpendicular to supports and continuously or at least two ( supports. Center joints accurately over supports, stagger the end joints of the panels to achieve a minimum of continuity of joints. Block edges where called for on plans. b. Use 5/8" exterior plywood for roof diaphragms with 24" rafters/truss spacing. c. Use 1 /2" exp. 1 (APA) plywood at wall sheathing. 1/T "OSO" permitted if approved by Architect, a submittal is required. d. Use ply -dips at unsupported edges of plywood at mid point of spans exceeding 16". e. Nailing: Walls, 8d at 4" on center at panel edge and 12" on center on field. Roof, with 5/8" plywood, 10d at 6" on center at edges with 12" on venter in field. Floors, with 3/4" TSG (min); Glue and nail with 10d at 3" on center at edges and at 12" in field. 5. Fire-blocking, draft -stops and fire -stops shall comply with UBC chapter 23. 6. Nailing shall comply to UBC Table 23-1 -Q 7. Manufactured Roof/Floor Trusses: a. Manufactured trusses shall be certified by an inspection firm acceptable to the Building Official for the jurisdiction involved. b. Provide manufacturers data upon request. c. Handle, store, and install trusses in strict accordance with manufacturers recommended practice and or specific instructions. d. Provide Simpson A-34 (or equal per menu?. rec.) framing device at each truss, strong back at unsupported gables, and slid with continuous 2 x4 (min) at two locations (min) perpendicular to span. See Item 7c above. G. STRUCTURAL STEEL 1. Structural steel shall conform to ASTM - A36 2. Fabrication and erection of structural steel shall conform to the Eighth Addition of the Steel Construction Manual published by the American Institute of Steel Construction. 3. Welding shall conform to AWS D-1.1. Electrodes shall be E7OXX. Use only WABO certified welders. Minimum field weld size is 3/16" fillet unless otherwise noted. 4. Bolts shall conform to ASTM A307, unless noted otherwise. 5. Structural steel shall have a shop coat of iron oxide primer. Touch up all scars after erection. 6. Contractor shall submit shop drawings to the Engineer for review prior to fabrication. 44 1► 11. GENERAL NOTES 1. DIMENSIONS REFERRING TO DEMOLmON ITEMS SHALL BE COORDINATED PRIOR TO DEMOLITION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF ALL SUB - TRADES. EXACT AREA LIMITS AND QUANTITIES OF NEW WORK AND DEMOUTOIN ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. ARCHITECT WILL INSPECT EXCAVATIONS, EXISTING CONDITIONS AFTER EXCAVATION OR DEMOUTION, OR OTHER AREAS NOT READILY VISIBLE DURING THE DESIGN PHASE, AND MAY 'FINE TUNE' OR ALTER WORK TO ACCOMMODATE FOUND CONDITIONS. 3. ARCHITECT TO BE NOTIFIED IF FOUND CONDITIONS OR DIMENSIONS ARE OTHER THIN AS INDICTED BY THE DRAWINGS, OR WHEN INSPECTIONS/REVIEWS ARE REQUIRED BY THE OWNER, BUILDING DEPARTMENT, OR CONTRACTOR. 4. CONTRACTOR AND OR SUB - CONTRACTORS ARE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS, DIMENSIONS, AND SUBMITTAL OF MATERIALS OR EQUIPMENT SPECIFICATIONS TO ARCHITECT PRIOR TO STARTING WORK. POOL b. CONTRACTOR IS PRESPONESIBLE FOR COMPLIANCE WITH ALL LOCAL COES AND I EQUIP ORDINANCES. (E) _ J 5'-0' 0. CONTRACTOR IS RESPONSIBLE FOR PROPER COORDINATION OF WORK OF ALL TRADES AND TO INSURE PROMPT EXECUTION OF WORK AND THE COMPLETION OF THE PROJECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTINS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK 8. ALL NEW PIPING, DUCTS, CONDUITS, AND SIMILAR ITEMS SHALL BE CONCEALED BEHIND FINISHED SURFACES WHEREVER POSSIBLE. O. CONSTRUCTION DETAILS MAY NOT SPECIFICALLY COVER ALL CONDITONS HOWEVER, THEY MUST BE USED AS A STANDARD FOR SIMILAR CONDITIONS. SIMILAR DETAILS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. 10. HVAC, PLUMBING, AND ELECTRICAL MAY BE BY 'BIDDER DESIGN" AND/OR BY SEPARATE PERMIT. VERIFY IN EACH CASE. "BIDDER DESIGN' DEFERRED SUBMITTALS SHALL MET ALL REQUIRMENTS o? APPLICABLE CODES APE ORDINANCES AT TIME OF WORK, INCLUDING SITE, STRUCTURAL. AND SEISMIC CONSIDERATIONS. VICINITY MAP �M7 / SCALE: Hf3 �7 SCALE: NTS NEW GROUNDD FLR % mo o AREA (REPLACES EXIST6 GARAGE) aQ� EXI81'O BUILDING / • EXISTING SHED & SLAB TO BE REM9VED PER OWNER NEW 3' CONC. WALK APPROX. DRIP UNE (E) 24" DIA CED (E) 24" DIA CEDAR �. I + TO REMAIN l i L_ _ EXIST. SANITAR SIDE SEWER CONNECT NEW FrG/cs & CRAWL SPACE DRAINAGE W TO EXISTING (REFER TO PERMIT PYY960010) e (E) CONC. SLAB TO REMAIN ..r �--- ELEV ( - ) FM F.F. ELEV 95.00' 96.00' • (E) WALK S STEPS TO BE REMOVED (N) WALK & STEPS SITE PLAN SCALE: 1" =1 0*-0" NO CHANGES TO EXISTING OFF -SITE SEWER AND WATER SERVICES, ON SITE UNDERGROUND LINES IN NEW WORK AREA WILL BE UP GRADED PER CODE, Mr . _PLUMBER. ALSO REFER TO PERMIT (SD CONNECTION)A, WL SPACE WELL EXIST. WATER METER • 1 14'.8' i J$ TAX PARCEL #: 004 000-0749 :OCCUPANCY CLASSIFICATION: Per 1997 UBC, Group R -3 USE: Detached Single Family Residence CONSTRUCTION TYPE: Type 5 -N '. . WORK UNDER OTHER PERMITS: To be Determined if required OWNER: PROTECT INFORMATION: 'PROJECT DESCRIPTION: Additions and alterations to an existing residence at 14615 46 Avenue S., Seattle 98168 (in Tukwila) Washington. Additions will consist of a new larger garage with shop area replacing the existing garage, a new semi heated two story atrium, a new recreation room, a new master bedroom suite, a new two bedroom addition with shared bath room, and a new mechanical room. Alterations will include remodel of about 975 sf of the existing floor area into a portion of the new recreation room area, a bath room serving the recreation room and pool, laundry room upgrading, storage areas, and a new "powder room" near the relocated/new front entry/galley y. System replacement/additions will include Electrical and HVAC systems, most of the plumbing, new roofing at the existing roof area (to remain), and minor upgrades to existing attic and crawl space insulation. OWNER/APPLICANT: Mike Beane CONTRACTOR: Per Owner LOCATION: 14615 46 Avenue S., Seattle 98168 LEGAL DESCRIPTION: Lots 9 -10, block 6, Adams home Tracts, East 28.8 of Lot 9, all of Lot 10, less South 125 less North 95'. Located in King County Washington. SLOT AREA: 14,725 sq ft LOT COVERAGE: Existing house to July 2003 2211sf a 15.0% Existing House to remain (no work): 781.25 sf Existing to be remodeled: 867.50 sf Existing to be removed and replaced: , 600 sf New area to be added (garage etc): 2264 sf Total post 2004 project lot coverage: 3913.10 sf as 26.77% BUILDING AREA: Existing (July 2003) 2211 sf. At 2004/05 project completion: 3913.25 sf , plus Attic Storage @ 243.5 sf LAND USE/ZONING: Per City of Tukwila Land Use Code; PROJECT PARTICIPANTS: ARCHITECT/APPLICANT: CONTRACTOR' SHEET INDEX: BILL BROCKWAY WC BROCKWAY, ARCHITECTS 2823 ROCKEFELLER AVENUE EVERETT, WA 98201 (425) 252 -8848 REVISION NOJ _ �603 -?,33 MIKE BEANE 14615 46TH AVE S TUKWILA, WA 98168 A -1: CAP SHEET: SITE PLAN, NOTES ETC. FDN PLAN, STRUCTURAL NOTES, SCHEDULES, DTLS A -3: FLOOR PLAN, SCHEDULES, DTLS A-4: ROOF FRAMING, SCHEDULES, DETAILS A -5: BUILDING SECTIONS, WALL SECTIONS A-6: ELEVATION'S A -7: :V : ita G L4TZATIQW RtJ P Co LIGI /uG N'i"! putt t•I A-8: LATERAL FORCES DETAILS g - .............._w.Lw +. �.+^'.ic...�. .::.`�+ �r . ..�. - ~� � : ...IY.�i..+ A�.IR_69.icar L 1 % $.. • +� :..'A;v, .s-.. 41 0 HOLD -DOWN SYMBOL ! MODEL; MANUF CONN. TO FRAMING REMARKS • HPAHD22 SIMPSON 16-16d CAST -IN -PLACE W/FDN b LGT -2 SIMPSON 14 -16d TO GIRDER 14-16d TO FRAMING I d AMTS 12 SIMPSON 14-104 9 ROOF CORNERS f 15/8" die. A.B. Q 35' O.C. • HTT 16 SIMPSON 18-164 0EXiSTING FDN TO DBE. dia. A.B. @ 8" O.C. 112" THICK SILL PLATE NOTE: e" x4'-0' MAX HT. 104 Q 18" O.C. EA. WAY STUD, EPDXY BOLT • ANCHOR BOLT MARK SILL PLATE ANCHOR REMARKS AB1 f 15/8" die. A.B. Q 35' O.C. 1/2" THICK SILL PLATE AB2 AB 1 1/2" 1/2 die. A.B. Q 18" O.C. 1/7 THICK Ste PLATE dia. A.B. @ 8" O.C. 112" THICK SILL PLATE NOTE: • FOOTING & FOUNDATION SCHEDULE SYMBOL , SIZE FTG. REINFORCING WALL SIZE WALL REINF REMARKS 1 8'x18' CONT. 3 - 04 CONT. e" x4'-0' MAX HT. 104 Q 18" O.C. EA. WAY I BOLT Q 8'0 O.C. (1) 2 X 24 30' x30'x12 _ A`4 Q 8" cO. EA. WAY rPB e6 Q EA COL • "x24"x10' 14 Q 8' CO. _ EA. WAY 8" x12 PLINTH 14 . EXT. CONDITION 04 W/2 #3 TIES, TOP ' 0 2 O.C., & 1 04 BOT. TIE CO-ORD. W/COL. BASE 6x6 COL'S 4 12"x16' CONT.1 3.04 CONT. j NONE N/A (GRADE BM) POST BASES PER PLAN 0! 3 8'x18' CONT. 1 344 CONT. 41' x3'-0" MAX 04 .18' O.C. EA.WAY 6 1 1'x12' 244 CONT. ,NIA MA THICKENED SLAB { how raw SIDING MATCH EXISTING WA:.L S SHEAR PER ALAN 4 STR;..■GT NOTES GI SM DRIP FLASNING TYP. 140...D -DOWN PER PLAN PERI^'iETER DRAINAGE (T) JOISTS - PER PLAN • PATIO SLAB (TYP) CAP BREAK [TYP) PT 2x PLATE w/ LS '6 PER STR� NOTES (MIN I/2" AB 9 • 48 o.c) o . y ' • • 1 1 - d " T WO STORY 0 2 ONE STORY i f EXT. WALL FOOTING Q PATIO r • ra > PER PLAN O (Ns FIN. GRADE (713 j 1w =1'^w 2# 4 CONT. 3/4" T &G 3/4" T&G PW P.T. LEDGE1t PER PLAN W13/4" AB 24" O.C. R-30 5 ) ` GRADE LINE 4 PER SCHEDULE OR FDN 4 4 INTERIOR PAD FOOTING \ 1" = 1'-0" • c j MSTI 36 I SIMPSON 36-1Od • L_ ' :36 u)/ INSUL SUPPORTS 'GYP. 8 ' NOUSE, 6' GARAGE 0 4 BARS VERT • IS o.c., 2 -•4'• • BOTTOM '4 • TOP 6x6 POST (TYP. SEE PLAN • POINT LOADS) SIMPSON POST EASE W/7" ENBED MIN #4 DOWELS CO 24" Q.C. EPDXY TO 6" IMBED at (E) WALL & PER STUCTURAL NOTES NEW SLAB W1.2 x 1.2 WWM (TYP) / ) \ GRANULAR BASE (TYP) SIMPSON POST CAP PER PLAN • 4 • PIS INSULATUIN TYP. SILL AND NAILING PER STR6, NOTES LOOR SWEATHING AND FRAMING PER STRL NOTES (N) WALL PER PLAN ` 3 "4 EA. WAY • 2`x2'x1' PADS 4 CONT. • LINEAR GRADE SEAMS (TYP) 6 \ LEDGER & SLAB TRANSITION CRAWL SPACE WALLS • • I/2x10" "J' ANCHOR BOLT • 48" OTC. ENSED '4 CONT NORZ. • I2' O.C. FOR WALLS TO 4 • 4 - A•2 WALL AND SWEAR PER PLAN SHEAR HOLD - 0011311 PER PLAN 'FRAMING ACCESSORIES, SIMPSON OR EQUAL (1) SEE FLR PLAN FOR LATERAL HOLD-DOWN LOCATIONS (TYP.) EXT. WALL FOOTING ENTRY 1" = 1' -0" SLAB @GARAGE DOOR 1 " _ 11 -0" SIDING PER PLAN PT 2x PLATE W/ AB's PER PLAN (MN I/2" AB's • 40" O.c) 0 VENT --- ---•�' 0 a • PER 4.. t E4; PLAI — EQ 1' • 4" a" do" • I ----- 2x6 snips • Ie' o.c. I/2" G1'P. SHEETING W/ 5d COOLER NAILS 4 , 'o.c. .�- --- ?xb P T.PL ATE -•4 • 18 EF. STAGGERED EXPANS►ON JOINT 4 TWO' ST • , ONE ST • - . I �I 1 4 c 1' -6" TWO STORY, 12" ONE STORY 1" FOA1 INSULATION 1 ANCHOR BOLTS ARE 5/8" DIA. 0 48' O.C. UNLESS NOTED OTHERWISE ON PLAN 2 WASHER TO BE 2"x2''x3/16' THICK ' - m" FIN. GRADE 2: afro 2 -•4 CONT " AND NAILING PER PLAN FLOOR SHEATHING AND FRAMING PER (PLAN A3S • EACI4 JOIST AND BLOCK r I TI' —' 0 4 BARS VERT • 24" or., 2 - • BOTTOM, 0 4 • TOP 7 EXTERIOR WALL FOOTING r 14) -V ;-U (N) CRAWL SP : SLAB EL= - 7-1/2" 4" SLAB -ON -GRADE W/ 6x6 W 1.4 x1.4 W.W.M. OVER 6 MIL. VB ON 4" MIN GRAVEL BASE 4" S = . SEE GARAGE SLAB 6 1, NOTE. CO-ORD FLOOR DRAINAGE A-2 - & HVAC PER OWNER & BIDDER SLOPE 1/8" : FT TO DOORS 2S -0" . _ 2'-6" MIN CLR. TO BTM SLAB EL -10" ± / REMOVE (E) FDN & PROVIDE NEW FTG, � FDN WALL & COMPAC ° (N) i CKFILL FOR S Q EXISTING 2x10 JOISTS (N) STEF & WALK I__ EXISTING BEAM ON L z THIS AREA SUBJECT POST AND CONC PADS ALL LOCATIONS CONDS SUBJECT TO FIELD VERIFICATION ALL EX13TG DATA ISAPP�OXIMATE. IE I I MI EXISTING CRAWL SPACE PROVIDE MIN. R-30 INSUL. W INSUL SUPPORT AS NEEDED. SUPPORT (E) DUCTING (DUCTS TO BE - RETAINED TBD BY h11FAE � CONTRACTOR) ABOVdr�'QIR7' LINE TO JOISTS (TYP). O SPACE 12' -0" ACCESS CO -M11--- (TYP) (7 • 3 '-4" 3'-4" I - ---- FD TO 43STL TO (E) (E) OUTFALL OUTFALL PER SITE PLAN 1/4" = 1%0" 0 " 4'-e" ABI t s a V FOUNDATION PLAN FD • (E) " (SIM) . \A -2 / NOTE: 1. FOR SHEARWALL (SW) SCHEDULE 4 & LOCATION DATE REFER TO ROOF FRAMING PLAN 2. CRAWL SPACE DRAINAGE REQUIRED 'TO DAYLIGHT TIE LINES FD 16'-6" T-2" I (E) FIREPLACE (E) CRAWL SPACE ACCESS FD TO (E) OUTFALL CO • • � osn TO (E) OUTFALL Pos--42.ss l i SHEET 4230305 G/e. �� y• .y . . • /w� .,Y .�. Yr �.... X11. . Z` �' Y S.f TPA ` M► M.- DOOR SC!-4EDULE .. DOQRS FRAME R4.7ING 1 +-IOW. COUP . . . .. REMARKS N Y•f•PE SIZE 1 Mob - PIN. p MAT F'N ND _DETA'LS JAMB SILL.. l c •• .. .. .• EXISTING T MOVED ,.,._ .. r .. .. ,._. .. .. U FAC F WC FAC ►– P -_� F' �4C F - • •• •• ........... •• .. .. FAC F FaC •• _ •• •. .- .. _ .• •• ± cc TEh1!� GL.1°5 /SLIDING GL455 DOOR -- '-- , E G ♦ 3/ex6 /8 uac FAG -. .. .. ~- F Sir "+E' aL B VOX lie METAL FAC P .. r I • 3/e.6/8 41 P _ F A 2 /b x 6/ 8 WC . P WC P .• .. .- .. .. E 5 i WC U . 1 (1_ u_ f Li F T , u_ tiL �._ -. .. .. .. INSUL A'. _: INSu.N'E; WC -- .. ONE 404R •- •. •- - .. •• .. INSULA EC INSuL.+TEC 6---. 'j b /max'° 1 8 . WC _ .. .. ._ 3/ @x6.8 ' UC' ° WC' P -. .. .. -. � •- 3'0x6 8 WC o WD P . . ._ .. . . - • 9 A 2 dbx6 /8 ♦ p - - P .. .. .. . .. .. .. , IC A 2/8x6,8 •. .. _ .. .. ii Ai N 6/0x6'8+ WG "6x6.8 t WC FAC F WC w FJC SLICING COORS 12 �. -- -- -- -- POCKET DOCC POCKET DOCC I3 A 2'6x6 E • WC WC _ _ F -- .- • . -. __ .- 14 ,' 5i0x b LC U LL WC -�'_ 5L IC ►yG COORS I5 A _ _,, S /Ex e L LC - WG ,. _ SLICING COORS * H 2/8x6 8 I WC c tiJD .. . - . - - - - 1 - A 2 8.6 WC F WC P -- __ -. -- _- 1 5 A 4' @x6`8 WC F WC F -• ^ -- .. _. te 4 3/0x6 8 WC F WC F •- -- 20 4 26x6 WC _ c' ' WC F ., A 3•Pix6 8 W�, ,° J W� P r ,! - 2 � ,'s 3- G"x6 /8 I-1M c N' -' ; F -- -- -- -- - INSULATE: - -mES• aocc !KT'S 36 "—`0 -, • », - —2- - I ■ -+1 -{ •Allk- I , i •— r _ 1 f �► - – - -- . ■ -ark C C E G CCCR = ►5BRF_ /!,OT CNS C!"... .. WOJC +-t"'= +-IC_LOW h"E-4L 1NS. 1.1SLL4TEC P. PANT L E - -- AOk..Y,.RE'. 4.NE =AC: F4C - OR` - F;N:S -4EC AL- A,... -P I NJ'* 3RT- SOS!^ GROJTEC .jam *- E; 5•"'<: Sr"!OKE 5E4_ 5C: 5E._ CL.05ER 5F. 5 KPw KICK :_LATE ....... C.^.CR NC - E5 .. . LICCC .::JO 5 -14LL SE SC. - •C• CCRE ALL S.- A55 5-4A�L BE TE^^PEREC.. E/ ERIOR 6 _455 50-Ar.... SE N5‘......•: LIGHT V CE 1 - n BATH #1 h s .: /' 3/8" =rte WETBAR t.iGHT VALANCE 3 BATH #2 LIGHT VALANCE 3/8" =1'-O" BATH #3 BATH #4 4 BATH #2 A-3 3/8" =l'-O" 3/8"= 1 • BATH #4 CO MOM 0 ' /WY, BENCH STORAGE F W 36 " ABOVE LANDING NEW ELEC GEAR & PNL W /SERVICE ENTRY STRIKE ABOVE, VERIFY METER LOCATION ��c D�sTR�j FN ll5) " II T -Y CLOSET (E) KITCHEN STORAG (E) LIVING (E) DINING A N A -5 16' -0" p 1 -0w V/ 0" • 25'-0" 3'-0" 5 5 '-5" i 3'-O" U 441 A -5 f" 5r-6" 69'4" )4- 3' 4" 5' -0" - �M 3 ' -11" 2 2 -4w FLOOR PLAN,� ��N.�N �v � fIa4N rip riwq�.is,►to4p- pounJS, k+.1D A '3 1/4" a 1' l- It'f6R/FL FOp-CES 32L H()T/►oTI O fyS . 6' -0" 16'-6" KEY: NEW OR REBUILT EXISTING TO REMAIN C EXISTING REMOVED I I V -0" T 12 '12 !i orr: &ockwo PARE V 1 M1471, 5- 26 - Oar i T T suoVs!"°`r W J W Z a cr 84`g °/;•‘ e JO/ 7 4/ 144 °ter ?? �' 7 f I • -w...w ..sv... i� r.L��..a�r..►w +^ rr ♦.. l ,�.��► yy, �� R 1 .� •, y • '" '''"' j:»..�,::N»Ab.�i► �iMw.RY �' i.. ''�s�r�'R�L:`�i�•'�ic:��'J►_.. .R ':� {� ,,, _ , � y. �... t�. ..... .,,iv -•o•. rye �y! r �� '•y � u�rr� � .. r Z + r. .... -t �•�►�Yi�•�i.•M �.►�w-r w �, •w« w SHEARWALL SCHEDULE MARK ' SHEATHING i iSHEATHING EDGE NAILING SHEARFLOW NAILING REMARKS C. SW1 15/32" PLYWD ONE SIDE 8d a 6" O.C. 16d Q 8" O.C. REMARKS A SW2 15/3T PLYW'D ONE SIDE 8d @ 4" O.C. 16d Q 5-1/2" O. -. . PARALAM SW3 15/32" PLYW'D ONE SIDE 8d Q 3" O.C. • 16d Q 4" O.C. SEE NOTE 5 3" SW4 1/7 GWB EA. SIDE DW SCREWS 0 4" O.C. 16d Q 4" O.C. SEE NOTE 5 PARALAM j SW5 15/32" PLYWD ONE SIDE 8d Q 4" O.C. 16d Q 5-1/T O.C. 2 ROWS SEE NOTE 5 NOT USED SW6 15/32 PLYW'D ONE SIDE 8d @ 3" O.C. 16d • 4" O.C. 2 ROWS SEE NOTE 5 SW7 15/32" PLYWD ONE SIDE 8d a 6" O.C. , 16d Q 3' O.C. 2 ROWS SEE NOTE 5 _I 0 FLOOR TIE SCHEDULE SPECIES! BEAM /HEADER SCHEDULE SYMBOL SIZE/GRADE CONNECTIONS WALL C. SIZE & TYPE GR.SPEC.r BEAM TO SUPT. } LATERAL MST TYP. Q MULT. SPANS .A LRP PER DTL. MST TYP. Q MOLT. SPANS REMARKS A 31/2 x 91/4 PARALAM 128T TYP & WITH , DBL VERT MEMBERS CC 66 Q SPANS PF 8' OR GREATER B 61/4 x 91/4 PL ,_ PARALAM C 61 /4 x 9 1/4 PL IPARALAM PC 84 Q END TO 4x6 128T TYP & WITH • - RTM M -,R' 24" MST Q EA END 0 TOP PL MST TYP. Q MULT. SPANS 3" 0 4 x 10 PARALAM E 5 1/4 x 11 7/8 PARALAM j PC 46/EQ TO 4x8 MST TYP. Q MOLT. SPANS _ 0 FLOOR TIE SCHEDULE MARK STRAP TIE SIMPSON WALL STUD f SPECIE ' NA= • S REMARKS THICKNESS Ti LSTA36 1 -1/2' HF� :� END T2 MST48 3 "- O 4 16-10d EACH END T3 LFTA 3" DTL SIM TO 7 N__iit_Li NOTES: 1. SCHEDULE IS BASED ON 1997 UNIFORM BUILDING CODE FOR SEISMIC ZONES 384, AND ON WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM'FIR STUDS (@24 " O.C. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE 16" O.C. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES. 6. ALL NAILS ARE TO BE COMMON VJIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d @ 12" O.C. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. SIMILAR TO AND IN SOME CASES / H �6 i �8 0 M • \A4/8, SCALE: 1/4' =1'-0" (M,ROOF FRAMING PLAN { 3 r -8 2 i suotelAal J < 3 Z SHEET A-4/8 4230305 . ..A.' t. MMw.Y'r s � • .. - • 1 ! 1 TOP PL 3 TAB 30 YR LAM. COMP. ROOF'G WALL AND SHEAR PER tf PLAN to SIDING PER PLAN EXTERIOR FIN. GRADE Bo 1 WALL SECT. © GARAGE O tis / SCALE: ,rr = ra" fr 1 o l e 12 5 r— EAVE PER DETAIL �---- 5/8 GWB (TYP) R -21 BATTS Q 2x6 STUDS W /GWB & FINISH PER SCHEDULE 2x6 STUDS AT 16' o.c. LOOK COVERING PER SCHEDULE WRAP MBR TOtEUP 5/12 LOPE THEN APPY 3 TAB d Cv'' k0o4ti piXf goo F. SHEET B 3 PLY MBR MID SHEET MINERAL COAT 5/8' PT PLYWOOD TOP SHEET I, 3 TAB 30YRLAM. COMP. ROOFING (TYP) INSULATION STOP AND R -38 BATTS 8' -0" A.F.F. F.C. EAVE PER DTL DBL PANED, GAS- FILLED VINYL WINDOWS TYP. 2x SILL (TYP) 1/2" CDX 2x6's Q 16" o.c. R -19 INSULATION VAPOR BARRIER 1/2" GB (TYP. EXT. WALLS) MANUF RIM BOARD I JOIST PER PLAN (N) FTGS TYP. �. ,00 ei 4 fit 9 AW •••• :••∎ ∎ter ∎,tvo • 11 3/4"T&GPLYW ON TJI's R -30 BATTS W/ INSUL SUPPORTS TYP. HEADER PER FRAMING PLAN SCALE: 1/2" =1 1 1(1(1111111111 l(1111(1(1(lUi -iittl lllilllll!!ll I 1111111 1]T(I 1)!1 1111/ CUT BACK (E) EAVE & APPLY NEW EDGE FLASH. FLAT ROOF/ GALLERY SECTION acALk;rr= rp —' 5 (E) TRUSS'S: VERIFY CON. & BLOCK/ MODIFY TO ALL EAVE CUT -BACK 1 WALL SECTION (E) 2c4 EXTERIOR WALL REMOVE EXIST SIDING & VB VERIFY (E) SHEATING/NAILING & REPAIR/UPGRADE AS NEEDED. APPLY NEW GWB GALLERY SIDE. 1 /2" CEMENT BD TO ?ABOVE SLAB & 3" BELOW SELL PLATE BITUMEN ADHERE TO CONC, SOLID BLOCK Q TOP/ EXISTING WALL of Gagiktv S soopc- 7y2sir . . : R ' F P - 7 / 7 r J . R • 1 � . n veKkLw4iati LticoJe coo cw4 Gel Vls (4'i C IN .J "' r'1' NG) = SOUTH BUILDING SECTION NV R -? 3 E € x��'T' �.00F/ _ COI LA N -rg iss' 5 L - : I — - � gQOf pot K go %gprfl 4.4 ftv _ SCALE: 1/4" =1'-o' 5 I i . a WEST BUILDING SECTION X03 233 1 ft,.ft,, sta • ok. ✓oj ?C PA. 0 ? . 44 '0. J W 0 0 wL 6 3 ° YD i • g n s uommu u) s d < *-F 4- S in ii ,'... ) SHEET 1 A -5/8 423' WINDOW SCHEDULE - WINDOW' t - . , 1 SIZE g _ 4ro FRAME FINISH ; GLASS TYPE REMARKS HEAD JAMB SILL 1 —t _ SLIDER _ I _ • 5/0x4/0 BTM SLIDER 5/0x3/6 SLIDER 1 SLIDER- OPAQUE 5/0x4/0 SLIDER 6 4' R-1/4 ROUND (E) A 10 /0x5/0 ; L TO REMAIN -NO WORK 4 TO REMAIN -NO WORK (E) B i 6/0x4/9 _ " .I I , _ I 4 1. Frame constuction is dependent on window construction type; wood, wood-clad, aluminum, or vinyl. Selected type and manufacturer's model shall meet or exceed " Class 60" energy standards or local code standards if more stringent. 2. Painting for non-clad, or types requiring paint shall be per Specification Division 9, (if used) comply with the manufacturers recommendations, and/or as follows: one coat of filler /sanding sealer (stain of appropiate), and two coats of final finish sanded between coats as necessary, coatings shall be appropriate floe the material, and location (interior or exterior) involved. Window sashes and/or trims (typ). 3. Glazing shall be at a minimum a doubie pane gas filled section. A side #3, "Low E" non - reflective coating designed to retard heat gain/loss and protect furnishings from UV damage is per owner option. Submittal and owner selection is required. 4. Submittals provided for owner selection process include manufacturers literature with pictorial examples of the installed product, energy code test data, prices, size, and configuration data. In addition, either a physical sample of sash and glazing or the location of a showroom where the product may be examined shall be provided. WINDOW NOTES: Also refer to schedule, drawings, and if used the specifications. (E) ,,:, ,5/0x4 /0 FIREP • CE E) CEIL'G (E) FLOOR ( ) GRADE 1 NORTH ELEVATION (N P) e C) \\I Npows POOL SLAB BEYOND • • • • A-6 EAST ELEVATION SCALE: we WEST ELEVATION SCALE: 1/4" = 1' -0" • I" ; L ...._..,__J SCALE: 1/4" =1'-0" SOUTH ELEVATION • S t II II II 11 I I >1 1 I J I I . i --, i 11 f _, I 1 LLL__JJJ �1■ 1 = 1 m imilL11111 11111111111111111111111Malinilinlil 1 GARAGE I H I NE w , .� Ji �.. /.yyw• •r+a •. ...�.. p.. . .....rw..M�... • �. .-- w . .6.4 0.: . .... y.. • •••• h. .�'^II _ ., .rrw .► r • ..r.t.in• .r� � .. .+..+4 -'i .4►4=4 1 V `cy.'y I 2 J _J o F. O ys wW Q3 81 lu). Yo � � 5 Q f 1 '. 4/ HB NEW ELEC GEAR a PNL W/SERVICE ENTRY STRIKE ABOVE, VERIFY METER LOCATION MECHANICAL & ELECTRICAL LOCATION PLAN ATTIC ACCESS (3 STORAGE LOFT PLAN wr.ro� • a MASTER BEDROOM . T80 3/16" =1 OFFICE STORAGE LOFT • • 0 ATRIUM MECH. 0 V o � BATH REFLECTED CEILING /LIGHTING PLAN s 1E) KITCHEN (E) & TBO 0 0 fE) LIVING (E) a TBD 0 0 PC OR DOOR SW PANTRY (E) DINING (E) TOO SW LAUNDRY ELECTRICAL LEGEND 0 0000 0 ■ 0 11PJv OL.TLE VG1-47 SCx SCONCE j& - aox S�u�'GN T A K_ ICsf -4 __.< -AUST F, IN S? oKE DE - ECTOR • DIRECTIONAL LICsNT RECESSED Li.3+ - GROUND FA';L+ INTER,,P' OUTLET PpoONE 8A5E5O4R D -EATER 220✓ OUTLET CEILNG =AN1 CABLE CE'L NCs SCE r 1OUNTED FiX'uRE DATA LMNIE 11(::;141 "Iimb DOOR r :33 4. Aco44 v 14%114 g filMnSiAaJ Pt) cos •1 "u'wt SHEET 1 4230305 ROOF' SH'T'G W ' EDGE NAIUNC IQ SHEAR FRAME ROOF TRUSS - ---•+ PER PLAN SHEARWALL BELOW T1E STRAP PER PLAN RIM JOIST ROOF sH rc W! EDGE NAILING TO LEDGER fi TYPICAL SHEAR FRAME 1 WALL STUD. DBL STUD MAY BE REQ'D. SEE PLAN. 1 1 PER PLAN L SHEARWALL (SH'T'G NOT SHOWN FOR CLARITY) O W CI W d 0 W W SHEARWALL Os 2x4 W000 SHEAR FRAME w ' 7/16' APA RATED SHEATHIN,; GUSSET ONE SIDE. NAIL GUSSET TO FRAME */ 8i k1()NNAILS0C'o.c. Prr:t: TO MATCH MUSSES) ANGLE 'A23' C 12" o.c. w/ LONG LEG ON FRAME. (2 MIN. PER FRAME) USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT'G TO EACH STUD UPPER FLOOR SUB - FLOORING V NOTE; IF HEADER INTERVENES, WRAP AND NAIL STRAP TO HEADER AND TIE HEADER AT EACH END TO WALL STUDS BELOW w/ (1) MST27 USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT'G TO EACH STUD * 6 0 4 TYPICAL FLOOR TIE DETAIL 2- 16d 0 EACH STU& 2x6 LEDGER LEDGER SUPPORT DETAIL NOTE: USE QTY. OF FRAMES TO MA1 CH LENGTH OF SHEARWALL BELOW WALL STUD (1YP.) SHEARWALL SHEATHING NOT SHOWN M EDGE NAIL IK SHEARWALL PER PLAN SHEARWAI L. PER PLAN RIM JOIST SHEARWALL PER PLAN SHEARWALL EDGE NAIUNG RIM JOIST PLYWOOD FILLER SHEARWALL EDGE NAIUNG SHEARWALL EDGE NAJLI FRAM i NG DETAIL 1/2"=1 ROOF SHEATHING EDGE NAILING DRAG TRUSS w / (HORIZONTAL WIND /SE1S1r11;: LOADING = 125 pit) ANGLE: 'A23' 0 36' o.c. LONG LEG OF ANGLE ON TRUSS :7sc LA TEA L. DRAG TRUSS TO SHEARWALL CONN. FLOOR SHEATHING 2x6 P.T. SILL PLATE w / ANCHOR BOLT PER PLAN FOUNDATION w REINFORCEMENT PER LOCAL JURISDICTION SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w/ REINFORCEMENT PER LOCAL JURISDICTION FRAMING DETAIL (OPTION) 1' =1' -0" SHEARWALL PER PLAN (SHEATHING NOT SHOWN) �. ----- HEADER TYPICAL WINDOW OPENING FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO VAL L) FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) icy 4 0 12" o.c. 5 15 T&B NAIL SHEATHING TO BLOCKS AS FOR SHEARWALL EDGE NAIUNG TIE STRAP: SIMPSON LSTA21 NA (TYPICAL) KING STUDS VI. "C:Al f0I 1 4x2 FLAT BLOCK (TYPICAL) WALL OPENING REINFORCEMENT AT SHEARWALL 1/2"0 ANCHOR BOLT 8'o.c.. EMBED 7' MIN. 2 - #4 6' CONC. WALL GRADE FLOOR V TOP OF f CONC. WALL V TOP OF FOOTING V ROTATE THIS D 90' Al CORNER APPUCATION 6YlA ABT �ILAftW P R P 1 r CONCRETE SLAB PER PLAN HOLDOWN DETAIL SHEARFLOW NAILING UPPER FLOOR 0 3x P.T. SILL PLATE # 4 0 18" o.c. VERT. #4 0 10' o.c. HORIZ. FOUNDATION DETAIL 3 REF. (2) 2x HOEDOWN STUDS SIMPSON SOS 1/4 x 3 WOOD SCREWS HOLDOWN: PER PLAN SHEARWALL DETAIL 7/8' DIA. THREADED ROD 7 /B" SLEEVE NUT OR TURN BUCKLE . ----- HOEDOWN ANCHOR PER SCHEDULE P.T. SILL BLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN 4 MIN. REINF. (PER HOEDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL #4 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING SHEARWAU. PER PLAN SHEARWALL EDGE NAIUNG N— BEAM FLOOR JOIST PER PLAN IJ E SHEARWALL EDGE NAILING FOR CONNECTION OF SH'T'G TO ■'OST (TYP.) TOP OF CONC. WALL V TOP OF FOOTING V ROTATE THIS DOWEL 90' AT CORNER APPUCATION SHEARWALL EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYP.) 2x6 STUD w/ 10d 0 3' o.c. FULL LENGTH (STAGGERED) FLOOR V TOP OF CONC. WALL L TOP OF FOOTING UPPER FLOOR SHEARWALL PER PLAN . UPPER FLOOR SHEARWALL EDGE NAIUNC MAIN FLOOR SHEARWALL EDGE WAILING MAIN FLOOR SHEARWALL PER PLAN SHEARWALL PER PLAN ' (SHEATHING NOT SHOWN FOR CLARITY) 4x6 DFL#1 POST HOEDOWN ANCHOR PER SCHEDULE HOLDOWN DETAIL IMPAIN•mririiA W I BRACKET TYPE HOLDOWN PER PLAN SH G NOF SHOWN FOR CUARI 1 1 I oc J U SYM. I ART RWALL R P N �--- -- (2) 2x6 OR 4x6 HOEDOWN STUD STRAP TYPE HOLDOWN PER PLAN 4 MIN. REINF. (PER HOEDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL [. #4 BENT AND EMBEDDED IN FOOTING L #4 BENT AND EMBEDDED IN FOOTING 3" I 6" 1 f, X U HOLDOWN DETAIL UPPER FLOOR SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING moo' 'G e 4- ~oil WALL TOP PLATES P.T. SILL PLATE ANCHOR BOLTS PER FOUNDATION PLAN #4 MIN. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL MOTE TO THE USER: SYMI. j AB ,-RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN CONCRETE FOOTING FLOOR (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN .UPPER AND MAIN FLOORS. SHEARWALL DETAIL DBL STUD (TYP-) (1) 3x OR (2) 2x SILL PLATES SHEARWALL EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYPICAL) 2x6 STUD w/ -- 10d 0 z` O.C. FULL LENGTH (STAGGERED) TOP OF CONC. WALL V I TOP OF FOOTING V UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAIUNG WAIN FLOOR SHEARFLOW NAIUNG MAIN FLOOR SHEARWALL EDGE NAIUNG MAIN FLOOR SHEARWALL PER PLAN 1 { 1 1 • .r• AMO. i SHEARWALL DETAIL (OPTION) 24" MIN. 8" MIN. ® S 1 I II I III l�l ---.011•■■•■•■=1F.--wwwwWw- 1 1 IJ Some details on this sheet may not be specifically referenced on schedules, and or called out on drawing views, however they should be used as general guidance and incorporated as appropriates. $REARWAli PER PLAN - (SHI G NOT SHOWN FOR CLAR L J 3 " 6" CONTINUOUS HEADER (PER PLAN) (2) 2x6 OR 4x6 HOEDOWN STUD STRAP TYPE HOLDOWN PER PLAN M J U HOLDOWN DETAIL RIM JOIST FLOOR SHEATHING WALL TOP PLATES b'YM. I AB'T P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN FOUNDATION WALL 4 MIN. REINF. PER HOEDOWN MANUFACTURER'S REQUIREMENTS) #4 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR (JOIST MAY BE PERPENDICULAR TO EXT. WALL) 2x CONTINUOUS NAILER w/ MAIN FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. 8d 0 3" O.C. 2 ROWS STRAP TIE: SIMPSON MST27 W/ (16d) 8 GA. x 2-1/2' NAILS (MAY BE APPUED OVER SHEATHING) 7/16' SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF &I 0 3 "o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT ONTINUOUS, BLOCK PANEL EDGE w/ A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3'o.c. HOEDOWN: PER PLAN 1/2' da. x 10' LONG ANCHOR BOLT (2) AS SHOWN w 2x2x3/16' THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ COKTINUOUS F PROVIDE 1 i4 C 1ft OOWEL 6' FROM FOOTING INTO WALL AT EACH HOEDOWN LATERAL RESTRAINT PANEL SCALE: 1/4' 1'-4:1' 4L -4a'' o, c.., . i n21 - x.33 u ECT '. Iii C. 6so kwoy RATE Of ORSMINGT •-• w.�_�..7N• ST. . .�:O w .. e,..�lir. •"4: �. �s �+.w �� +•4Yy�iw.S+. J�w•►.k.�".� g SUOISINIJ '1 A -8/8 4205 4✓ FRAME HEIGHT TO NEL ro '2113 f / ROOF' SH'T'G W ' EDGE NAIUNC IQ SHEAR FRAME ROOF TRUSS - ---•+ PER PLAN SHEARWALL BELOW T1E STRAP PER PLAN RIM JOIST ROOF sH rc W! EDGE NAILING TO LEDGER fi TYPICAL SHEAR FRAME 1 WALL STUD. DBL STUD MAY BE REQ'D. SEE PLAN. 1 1 PER PLAN L SHEARWALL (SH'T'G NOT SHOWN FOR CLARITY) O W CI W d 0 W W SHEARWALL Os 2x4 W000 SHEAR FRAME w ' 7/16' APA RATED SHEATHIN,; GUSSET ONE SIDE. NAIL GUSSET TO FRAME */ 8i k1()NNAILS0C'o.c. Prr:t: TO MATCH MUSSES) ANGLE 'A23' C 12" o.c. w/ LONG LEG ON FRAME. (2 MIN. PER FRAME) USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT'G TO EACH STUD UPPER FLOOR SUB - FLOORING V NOTE; IF HEADER INTERVENES, WRAP AND NAIL STRAP TO HEADER AND TIE HEADER AT EACH END TO WALL STUDS BELOW w/ (1) MST27 USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT'G TO EACH STUD * 6 0 4 TYPICAL FLOOR TIE DETAIL 2- 16d 0 EACH STU& 2x6 LEDGER LEDGER SUPPORT DETAIL NOTE: USE QTY. OF FRAMES TO MA1 CH LENGTH OF SHEARWALL BELOW WALL STUD (1YP.) SHEARWALL SHEATHING NOT SHOWN M EDGE NAIL IK SHEARWALL PER PLAN SHEARWAI L. PER PLAN RIM JOIST SHEARWALL PER PLAN SHEARWALL EDGE NAIUNG RIM JOIST PLYWOOD FILLER SHEARWALL EDGE NAIUNG SHEARWALL EDGE NAJLI FRAM i NG DETAIL 1/2"=1 ROOF SHEATHING EDGE NAILING DRAG TRUSS w / (HORIZONTAL WIND /SE1S1r11;: LOADING = 125 pit) ANGLE: 'A23' 0 36' o.c. LONG LEG OF ANGLE ON TRUSS :7sc LA TEA L. DRAG TRUSS TO SHEARWALL CONN. FLOOR SHEATHING 2x6 P.T. SILL PLATE w / ANCHOR BOLT PER PLAN FOUNDATION w REINFORCEMENT PER LOCAL JURISDICTION SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w/ REINFORCEMENT PER LOCAL JURISDICTION FRAMING DETAIL (OPTION) 1' =1' -0" SHEARWALL PER PLAN (SHEATHING NOT SHOWN) �. ----- HEADER TYPICAL WINDOW OPENING FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO VAL L) FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) icy 4 0 12" o.c. 5 15 T&B NAIL SHEATHING TO BLOCKS AS FOR SHEARWALL EDGE NAIUNG TIE STRAP: SIMPSON LSTA21 NA (TYPICAL) KING STUDS VI. "C:Al f0I 1 4x2 FLAT BLOCK (TYPICAL) WALL OPENING REINFORCEMENT AT SHEARWALL 1/2"0 ANCHOR BOLT 8'o.c.. EMBED 7' MIN. 2 - #4 6' CONC. WALL GRADE FLOOR V TOP OF f CONC. WALL V TOP OF FOOTING V ROTATE THIS D 90' Al CORNER APPUCATION 6YlA ABT �ILAftW P R P 1 r CONCRETE SLAB PER PLAN HOLDOWN DETAIL SHEARFLOW NAILING UPPER FLOOR 0 3x P.T. SILL PLATE # 4 0 18" o.c. VERT. #4 0 10' o.c. HORIZ. FOUNDATION DETAIL 3 REF. (2) 2x HOEDOWN STUDS SIMPSON SOS 1/4 x 3 WOOD SCREWS HOLDOWN: PER PLAN SHEARWALL DETAIL 7/8' DIA. THREADED ROD 7 /B" SLEEVE NUT OR TURN BUCKLE . ----- HOEDOWN ANCHOR PER SCHEDULE P.T. SILL BLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN 4 MIN. REINF. (PER HOEDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL #4 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING SHEARWAU. PER PLAN SHEARWALL EDGE NAIUNG N— BEAM FLOOR JOIST PER PLAN IJ E SHEARWALL EDGE NAILING FOR CONNECTION OF SH'T'G TO ■'OST (TYP.) TOP OF CONC. WALL V TOP OF FOOTING V ROTATE THIS DOWEL 90' AT CORNER APPUCATION SHEARWALL EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYP.) 2x6 STUD w/ 10d 0 3' o.c. FULL LENGTH (STAGGERED) FLOOR V TOP OF CONC. WALL L TOP OF FOOTING UPPER FLOOR SHEARWALL PER PLAN . UPPER FLOOR SHEARWALL EDGE NAIUNC MAIN FLOOR SHEARWALL EDGE WAILING MAIN FLOOR SHEARWALL PER PLAN SHEARWALL PER PLAN ' (SHEATHING NOT SHOWN FOR CLARITY) 4x6 DFL#1 POST HOEDOWN ANCHOR PER SCHEDULE HOLDOWN DETAIL IMPAIN•mririiA W I BRACKET TYPE HOLDOWN PER PLAN SH G NOF SHOWN FOR CUARI 1 1 I oc J U SYM. I ART RWALL R P N �--- -- (2) 2x6 OR 4x6 HOEDOWN STUD STRAP TYPE HOLDOWN PER PLAN 4 MIN. REINF. (PER HOEDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL [. #4 BENT AND EMBEDDED IN FOOTING L #4 BENT AND EMBEDDED IN FOOTING 3" I 6" 1 f, X U HOLDOWN DETAIL UPPER FLOOR SHEARFLOW NAIUNG PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING moo' 'G e 4- ~oil WALL TOP PLATES P.T. SILL PLATE ANCHOR BOLTS PER FOUNDATION PLAN #4 MIN. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL MOTE TO THE USER: SYMI. j AB ,-RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN CONCRETE FOOTING FLOOR (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN .UPPER AND MAIN FLOORS. SHEARWALL DETAIL DBL STUD (TYP-) (1) 3x OR (2) 2x SILL PLATES SHEARWALL EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYPICAL) 2x6 STUD w/ -- 10d 0 z` O.C. FULL LENGTH (STAGGERED) TOP OF CONC. WALL V I TOP OF FOOTING V UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAIUNG WAIN FLOOR SHEARFLOW NAIUNG MAIN FLOOR SHEARWALL EDGE NAIUNG MAIN FLOOR SHEARWALL PER PLAN 1 { 1 1 • .r• AMO. i SHEARWALL DETAIL (OPTION) 24" MIN. 8" MIN. ® S 1 I II I III l�l ---.011•■■•■•■=1F.--wwwwWw- 1 1 IJ Some details on this sheet may not be specifically referenced on schedules, and or called out on drawing views, however they should be used as general guidance and incorporated as appropriates. $REARWAli PER PLAN - (SHI G NOT SHOWN FOR CLAR L J 3 " 6" CONTINUOUS HEADER (PER PLAN) (2) 2x6 OR 4x6 HOEDOWN STUD STRAP TYPE HOLDOWN PER PLAN M J U HOLDOWN DETAIL RIM JOIST FLOOR SHEATHING WALL TOP PLATES b'YM. I AB'T P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN FOUNDATION WALL 4 MIN. REINF. PER HOEDOWN MANUFACTURER'S REQUIREMENTS) #4 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR (JOIST MAY BE PERPENDICULAR TO EXT. WALL) 2x CONTINUOUS NAILER w/ MAIN FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. 8d 0 3" O.C. 2 ROWS STRAP TIE: SIMPSON MST27 W/ (16d) 8 GA. x 2-1/2' NAILS (MAY BE APPUED OVER SHEATHING) 7/16' SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF &I 0 3 "o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT ONTINUOUS, BLOCK PANEL EDGE w/ A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3'o.c. HOEDOWN: PER PLAN 1/2' da. x 10' LONG ANCHOR BOLT (2) AS SHOWN w 2x2x3/16' THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ COKTINUOUS F PROVIDE 1 i4 C 1ft OOWEL 6' FROM FOOTING INTO WALL AT EACH HOEDOWN LATERAL RESTRAINT PANEL SCALE: 1/4' 1'-4:1' 4L -4a'' o, c.., . i n21 - x.33 u ECT '. Iii C. 6so kwoy RATE Of ORSMINGT •-• w.�_�..7N• ST. . .�:O w .. e,..�lir. •"4: �. �s �+.w �� +•4Yy�iw.S+. 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E l l Z I 6 1 011. 1 1 I 1 1 I IE IZ 11 113 II IIIIIIIII 111111111 IIIIIIIII IIII IIII IIII 11111111 IIIIIIIII I lnllnl Illllnll Ilnlinl IIIIIIII IIII u nlull 111111111 26' -6" o 2 C) m m o Pi m o ; p O • 1) (1r. \VA M:�r- f' NO G A - t-I G I 1 ; - ( ; 1 o X I Gll 1.4 of -S I.1Pt Sr--m) AND 1� /�r'f"Ef�- camGfZ�/I .2, ON -SIT ! �:Nl =r I OI_It LIICI5 II-I. N NN/ \V R.k. 41 LI: m ile4, I D07 Per .. - co r2 oy AL6O ( -r :-`t c� ' Mtn R\ As -OO41 6sp WNMa (1C J )