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HomeMy WebLinkAboutPermit D04-316 - REHABITAT NORTHWEST - NEW HOUSEREHABITAT NORTHWEST 13542 MACADAM RD S D04 -316 W 6 JU .0 0 .co =. J t N LL WO J. tL?. =W Z F.. Z 0 uj W U�' ;O D. DI WW H u. O ui Z .0 =. O 1^ Z Oi �Z r. City 0., Tukwila DEVELOPMENT PERMIT Parcel No.: 2613200050 Address: 13542 MACADAM RD S TUKW Suite No: Tenant: Name: REHABITAT NORTHWEST, INC. Address: 13542 MACADAM RD S, TUKWILA WA Owner: Name: SHAMROCK ASSOCIATES ATT:3UNE NAILON Address: P 0 BOX 69208, SEATTLE WA Contact Person: Name: CHAD DETWILLER Address: 5639 16 AV SW, SEATTLE WA Contractor: Name: REHABITAT NORTHWEST INC Address: 5639 16TH AVE SW, SEATTLE WA Contractor License No: REHABNI973KZ Phone: Steven M. Mullet, Mayor Steve Lancaster, Director D04 -316 01/03/2005 07/02/2005 Phone: 206 932 -7355 Phone: (206)255 -3474 Expiration Date: 05/09/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2267 SQ FT SINGLE FAMILY RESIDENCE WITH 429 SQ FT ATTACHED GARAGE AND 136 SQ FT UNCOVERED DECK AND 83 SQ FT COVERED DECK PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCLUDING DOWNSPOUT INFILTRATION. VAL -VUE SEWER DIST. & WATER DIST. 125. Value of Construction: $205,716.92 Type of Fire Protection: N/A Type of Construction: VB Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fees Collected: $4,092.57 International Building Code Edition: 2003 Occupancy per IBC: 22 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 130 c.y. Fill 130 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N doc: IBC- Permit D04 -316 Permit Number: Issue Date: Permit Expires On: Departntent of Conuaitnity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tuktivila.wa.us Printed: 01 -03 -2005 Z u�D. UO Co �. C0 Lu J = H' C0 LL w 3: ILLa cf) 1 ii .-w Z �O Z H- W U ON D F- wW HF- LL: O W Z U ='. O F " Z i; ?i ��►�; Cit o Tukwila Water Main Extension: Water Meter: Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N Private: N * *continued on next page ** Public: Steve Lancaster, Director doc: IBC - Permit D04 -316 Printed: 01 -03 -2005 ZZ Q iF— W '; U O cn o CO) =' CO) U W O: J LL ?. CO) d : F W _` Z F.. t— O' Z 1— D p' U N_ O Q F- =a � F- - O ui Z O F Z Cit y o Tukwila Department of Community Developmeitt 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number D04 -316 Issue Date: 01/03/2005 Permit Expires On: 07/02/2005 Permit Center Authorized Signature: 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 performance of work. I am authorized to sign and obtain this development permit. Signature: �,P�� ��� Date: �3 �5 �1 ' / /e/ - Print Name: u�� 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. doe: IBC - Permit D04 -316 Printed: 01 -03 -2005 Z tea' LU J U UO N w =. N U. WO LL ¢ d =w Z �. 1— O Z f- UJ D �. O N WW L O --Z U = O ~. Z Q City o f Tul -wi l a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 2613200050 Permit Number D04 -316 i� W Address: 13542 MACADAM RD S TUKW Status: ISSUED Suite No: Applied Date: 08/27/2004 0 Tenant: REHABITAT NORTHWEST, INC. Issue Date: 01/03/2005 C D o co UJI J = F- 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** N O w 2: 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. u_ c = 3: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be H w underground. z F- O 4: Any material spilled onto any street shall be cleaned up immediately. W w 5: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation v co co off -site or into existing drainage facilities. 6: The site shall have permanent erosion control measures in place as soon as possible after final grading has been uJ v completed and prior to the Final Inspection. U. ~O 7: The Land Altering Permit Fee is based upon an estimated 130 cubic yards of cut and 130 cubic yards of fill. If the Z v co final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the p difference in permit fee prior to the Final Inspection. O z 8: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 9: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 10: Prior to beginning of foundation construction, provide Finished Floor elevation of building, to Public Works Utilities Inspector. 11: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 12: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does doc: Conditions D04 -316 Printed: 01 -03 -2005 ii, .. ia.:.. vai:.: e:::... n-:.,: i.' J:+•.:. 4 a- i» ::u,..,: >.i�.:::y":.;.J:.i;:ci» ova ;1::+:i:�:�,tii+;c:a:b'M+4%tiAi40 °'t-0i. W 4 si d..�� City of T ukwila uns Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix 8105.1) 15: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 16: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 17: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 18: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (IFC 505.1) 19: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 20: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 21: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 23: All recommendations of the Geotechnical Evaluation by LIU & Associates, Inc. dated July 23, 2004 and subsequent reports shall apply to this permit. * *continued on next page ** doc: Conditions D04 -316 Printed: 01 -03 -2005 Z H t� W 00 0 J � N U. w U. = �. w ZF- �_ O ZF- W5 U� O � o � wW F- u- O W Z 0 =. O F- Z t t City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. Date: Signature: �1 M- g �� -a ia��� Print Name: C� 11t i I r i doc: Conditions D04 -316 Printed: 01 -03 -2005 Z . w J U U N O -j J CO (l, W O. �: w= N C!. =W C~ zO 2 =Y U O. N O — : O F—: W W. 11. O Z` L11 CO i^ Z 4 J �YJ� , w� CITY OF TUKWILA o ti Community Development Department o Public Works Department Permit Center 1908 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. U -- q w— V J' Mechanical Permit No. 00ROV- M_ Public Works Permit No. Project No. ff PO4r 0 7 (roi- once use only) Applications and plans must be complete in order to be accepted for plan review. Applications wilVnot be accepted through the'mail,or by:.lax.; * *Please Print ** SITE LOCATION J 5674r _ King Co Assessors `fax No.: Site Address: -�� I ii�lae ftJa N , ,�� f'Sna.d & V A Suite Number: Floor: Tenant Name: New Tenant: El ...... Yes ❑ ..No Property Owners Name: 44.14i10tT lJo )eS 7 .'47jiG Mai ling Address Aa e 56 af?n.7V/ /jA 5� _ City State Zip CONTACT PERSON Name: Chad Day Telephone: L 1 91- - 735 Mai ling Address 'c6sq lo t Sid &-.' le �J4 If1b(I City State Zip E -Mail Address e' ItI -IJ I`e441,6Y-k Fax NUmber °'`Q(-% ) 933•- GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: "o_ W- 6 ' IV erT Qex � ae F Mailing Address .S4,1c1 1 b A,, <' 4) A. 9YV16L h / City State Zip Contact Person: t�.�e. d e.'�t.y�� �(P ✓"' Day Telephone: E -Mail Address: a - KeJ (2 f tad. oaf Aor�Au)PS4+Cbm Fax Number: (AQ Contractor Registration Number: R EE 14 A R t-� Z_ 9 Expiration Date: 9 - 610 * *An original or notarized copy of current Washington State Contractor License must be presented a the time of permit issuance ** ARCHITECT OF RECORD - All plans must be w et stamped by Ar chitect of Record Company Name: S4 r" e- Ai 444 -'c_ Mailing Address City State Zip Contact Person: Day Telephone: E -Mail Address Fax Number: .ENGINEER OF RECORD - All pl ans must be wet stamped by Engineer of Record Company Name: #Jfg eye- f_e e r Mailing Address IV City state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: lapplicatiot&permit npplication (7.2004) 1"lue I z �w I� D . UO to 0 C0 W NLL WO LL Q to :) = l.-W z F- l- O w ~ w U� ON 0 1- WW HI- U. I- .z W U= OH z BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): , a Existing Building Valuation: $ Scope of Work (please provide detailed information): 112 lo n�s��acl�i'bn n C ', o A f 3 ,P) 10- L"+ ra.g"JeKe. r 6n a C , �,'>< p t r e - e -, /. Will there be new rack storage? ❑ .. Yes ❑ ...No 1 f "yes', see Handout No. for requirements. Provide All Building Areas in Square Footage Below 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): . ©d Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one ofthe dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: I landicap: Will there be a change in use? [I ..... Yes ❑ ..No If" yes'', explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ ... Sprinklers ❑ ... Automatic Fire Alarm ❑ ... 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 3 -1/21 11 paper indicating quantities and Material Safety Data Sheets. lnpplicalionslpennil applicalion 17 - 2004) Paw 2 z z, Cam �. U' 0 Q co H CO LL W O U NCY = W fF- _ z ~. ZO �5 UD O N. D� WW H U u' O W z U N 2 Z Addition to 'Type of Type of Interior Existing Construction Occupancy per Existing Remodel Structure New err IBC IBC 1 Floor „ D - / , ;) c/0 VA 2" Floor ^ a _ /09-7 3" Floor PJlA Floors _ g2 X6,7 Basement ra _ ' /A 1 I Accessory Structure* G> - N A Attached Garage �. D 1/1?1 Detached Garage Attached Carport Detached Carport Covered Deck d � Uncovered Deck 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): . ©d Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one ofthe dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: I landicap: Will there be a change in use? [I ..... Yes ❑ ..No If" yes'', explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ ... Sprinklers ❑ ... Automatic Fire Alarm ❑ ... 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 3 -1/21 11 paper indicating quantities and Material Safety Data Sheets. lnpplicalionslpennil applicalion 17 - 2004) Paw 2 z z, Cam �. U' 0 Q co H CO LL W O U NCY = W fF- _ z ~. ZO �5 UD O N. D� WW H U u' O W z U N 2 Z PUBLIC WORKS PERMIT INFORMATION — 206- 433 -0179 scope of Work (please provide detailed information): �s i. It J�„a�w br � •� way "k 4 e 1" ArOAAJr GJa'frr I LA 'ric se— Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ... Tukwila V2 District # 125 ❑...I- fighline ❑ ... Renton Water Availability Provided Sewer District ❑ ... Tukwila VaIVUe [:1 ... Renton ❑ ... Seattle ... Sewer Use Certificate V KSewer Availability Provided El ... Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies ofa current septic design approval by King County Health Department. Su itted with Application mark boxes which apply): ...Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Inronnation Report (Storm Drainage) V Report El—Traffic Impact Analysis ❑ ...Bond ❑... Insurance ❑ ...Easement(s) ❑... Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that app ): ❑ ... Right -ol =way Use - Nonprofit for less than 72 hours El ... Right -of-way Use - Profit for less than 72 hours Right -o Pway Use - No Disturbance El ... Right -of- -way Use — Potential Disturbance ...Construction /Excavation /Fill - Right-or -way Non Right -of -way i Total Cut tan cubic yards i ...Total Fill It! 6 cubic yards I ❑ ... 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 ❑Z- Work in Flood Zone Storm Drainage ❑ ...Abandon Septic Tank ❑ ...Curb Cut ❑ ...Pavement Cut ❑ ...Looped Fire Line " WO# " WO# " WO# Private Private ❑ ...Grease Interceptor ❑ ...Channelization rench Excavation ❑ ...Utility Undergrounding ❑ ... Deduct Water Meter Size ......... " FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ... Water ❑ ... Sewer Monthly Service Billing to: Name: Mailing Address: Day Telephone City State Zip Water Meter Ref nd /Billinc: Name: Day Telepluone Mailing Address City State Zip lapplicatioiWpertnil application (7.2004) Pace 3 Number of Public Fire Hydrant(s) ❑ ... Sewage 'Treatment Z i1— W OaaC � J U UO D CO) 11i W H Cl) LL WO LL co) C1 =W H O Z I-- W U0 ON � H W W H V LL o 111 Z O Z MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Na Mailing Add City State Zip l Contact Person: �•�t�. A -1" 14'1 — " Day Telephone: G 11 13 E -Mail Address: e-X-d / <`�'--� V(u'1 eyor tee. Fax Number: 6c9OG��1 `I—? --- '7.556 Contractor RegistrationNumbcr: ���NcL Expiration Date: * *An original or notarized copy of'current Washington State Contractor License must be presented at tTtime ot'permit issuance ** Valuation of Proiect (contractor's bid price): Scope of Work (please provide detailed informa Ne41 i". 4? Oft - '°'`' a ell Use: Residential: New .. Z Replacement ..... ❑ Commercial: New .....n Replacement ..... ❑ Fuel Tyne Electric ...... ❑ Gas....,Z Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit T e: Qty, Boiler /Com pressor: Qt Furnace <100K BTU I Air Handling Unit >10,000 CFM Fire Damper 0 -3 1 -11' /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 1 -11)1500,000 BTU Floor Furnace Ventilation I -an "Thermostat 15- 301 -IP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove r fP_ tA ce. I 30-501-11)/1,750.000 BTU Appliance Vent [Mood Water I- (eater 50+ 111 BTU Fleat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator— Comm /Ind i Other Mechanical I Equipment 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 ter which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time fir 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. 11-IEREBY CL'-RTIFY TFIA'f I I -IAVE READ AND EXAMINED TI -IIS APPLICA'T'ION AND KNOW 'THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF TI IE STATE OF WASI-IINGTON, AND I AM AUTI- IORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS OR AU 101 I ".ED AGENT': Signature: �'j' 1 )t hate: \ a4 •0 Print Name: elAy 464 Day Telephone: Mailing Address: /6 ✓� 5 4� �ee`� �� ���� City state Zip Date Application Accepted: Date Application Expires: Staff Initials: lapplication0permit application 17 -200-11 Paue a Z g l ~ W � W . UO V) 0 CO W W = H NW WO }} �J LLQ cl) = �W Z fH Z� W LL I M a U ON � F- WW ~ F-- �O W Z U= O Z 1 1 City o Tukwila f 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2613200050 Permit Number DO4 -316 Address: 13542 MACADAM RD S TUKW Status: ISSUED Suite No: Applied Date: 08/27/2004 Applicant: REHABITAT NORTHWEST, INC. Issue Date: 01/03/2005 Receipt No.: ROS -00444 Payment Amount: 58.00 Initials: LAW Payment Date: 03/31/2005 10:56 AM User ID: 1630 Balance: $0.00 Payee: REHABITAT NORTHWEST TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount - - -- -- - - - - -- --------------------------- Payment Check 3604 58.00 I I ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 58.00 i Total: 58.00 r i ` n 1507 03/31. 0716 TOTAL 1.16-00 doc: Receipt Printed: 03 -31 -2005 Z �Z U O CO) J = H �LL w �a =d w + F. t— O. Z 1— W U� O N off w H U LL Z. lL U =. z i I City of Tukwila fans x 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2613200050 Address: 13542 MACADAM RD S TUKW Suite No: Applicant: REHABITAT NORTHWEST, INC. Permit Number: Status: Applied Date: Issue Date: D04 -316 APPROVED 08/27/2004 Receipt No.: R04 -01750 Payment Amount: 2 Initials: SKS Payment Date: 01/03/2005 08:51 AM User ID: 1165 Balance: $0.00 Payee: REHABITAT NORTHWEST TRANSACTION LIST: Type Method Description Amount Payment Check 1799 2,273.65 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- j BUILDING - RES 000/322.100 1,967.62 j PW LAND ALT PERMIT FEE 000/342.400 51.53 I PW PERMIT /INSPECTION FEE 000/342.400 250.00 STATE BUILDING SURCHARGE 000/386.904 4.50 1 Total: 2,273.65 it '(i- '•' -, "(, �i'' tr �7. `;1r. :r.. doc: Receipt Printed: 01 -03 -2005 Z W J U. 0 Co C O) i' ' J � N U W O LL ¢ =d Z W � 1— O Z H-; W UJ �p OU WW Z Cd U N H_ O Z g C i tu o f Ti&xx 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2613200050 Permit Number D04 -316 Address: Status: PENDING . Suite No: Applied Date: 08/27/2004 Applicant: REHABITAT NORTHWEST, INC. Issue Date: Receipt No.: R04 -01152 Payment Amount: 1 Initials: SKS Payment Date: 08/27/2004 03:58 PM User ID: 1165 Balance: $2,273.65 Payee: REHABITAT NORTHWEST INC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3207 1,818.92 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - PLAN CHECK - RES - -- ---------- - - - - 000/345.830 -- ------ - - - - -- 1,278.95 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PERMIT FEE 000/342.400 2.97 PW LAND ALT PLAN REVIEW 000/345.830 37.00 PW PLAN REVIEW 000/345.830 250.00 Total: 1,818.92 4403 08/31 9 710 MAL 1555.31 doc: Receipt Printed: 08 -27 -2004 Z Z, Lij UO N 0 J = t~ NLL W O �a a. �W Z H O Zf- UJ Q, O Cf) � f- W H L). LO .. Z W U =, O Z INSPECTION RECORD Retain a copy with permit CP INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct: v—P � Type of Inspectio 1 dress: da Y" Dclte Called: v A "' 05 Sp'b6al Ins uc ions:: Date Wanted: p.m. Requester: c Pho e N :� r' Approved per applicable codes. Corrections required prior to approval. COMMENTS: i .�,... .fit.►- ►•.�, �/ "` ,.� �/.,.3 c�� 8.00 REINSPECTION EE REQUIRED, or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 0. Call to sechedule reinspection. Receipt No.: Date: Z 1 �Z �W QQ �. U O' 0 w= �-. N LL WO LLQ = a �- W Z H H- O W ~ W U� O N.. o�- W H� u. O LLI Z co 0 Z INSPECTION RECORD Z7 I z Retain a copy with permit INSPECTION NO. P PO6) 0. t CITY OF TUKWILA BUILDING DIVISION --S 6300 Southcerter Blvd., #100, Tukwila, WA 98188 ( 31 -3 670 Pro' ct: � �' " -�a-f- IV Ty of Inspection: A ress: � - �2�2 � lire (a Date Called: Lo J, � - Sp cial In ructions: Date Minted: i Requester: r P one No: t4 !pproved per applicable codes. Corrections required prior to approval. NC nspec � Dat -7 Yal 8i 00 R EINSPECTION EE REQUIRED rior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: I Date: Z ;�. Z . W JU UO W= J N LL W O LQ N� = F. W Z F- H O Z f- W � Q U :O co Q H- WW FZ.) LL — 0 .Z U= Z n t INSPECTION RECORD Retain a copy with permit INSPECTION NO. — PER CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 z 121 4 proved per applicable codes. Corrections required prior to approval. wt : t k /—u 0 Ty M ction: � /f )3 t( Address: GC . D , ailed: Sp cial Instructions: Date anted: a.m p.m. Requester: rN L� �?q t --- Z i}= Z , JU UO w= H cf) L W O go N �. =W Z P H- O W H W U� ON 0H W H0 LL Z t!J co O ~. Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. j20 0)431-3670 CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P e ,, r , \ Ty7 of Ins ection: M Z W UO CO 0 w= �LL WO U. Q N D = a H W Z H W� W U� ON a E- W W H0 O iLl Z . to O Z 8 Approved per applicable codes. li'Lvrrections required prior to approval. . d ress: � Date taffieEl: Special Instructions: Date Wanted: a.m. Requester: c M Z W UO CO 0 w= �LL WO U. Q N D = a H W Z H W� W U� ON a E- W W H0 O iLl Z . to O Z 8 Approved per applicable codes. li'Lvrrections required prior to approval. INSPECTION RECORD tIN/ Retain a copy with permit ' INSPECTI N NO. PER I s t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43.1 -3670 l P 'ect: R T e of in ection: Md rrss: ate ale /) ?d 4D, I 'A� - J -A Spet I�t s uctions: a Wanted : P .M. Requester: ^- P one No: 2p (0� t Z QQ SZ J U UO 0 W to LL WO Q � Q LLQ in _CY �W Z H H O. Z F- W W U� O N' OH W LLJ H �. LL 6i U= O H Z Mlnr�i.N.vY 4•PkSC;v.W J t R'�'` q7 �' '_ i4 -', 5 :� .' ' 'r :. 'ti' 1 '. 3 E 2Z; I INSPECTION RECORD Retain a copy with permit W INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 (2 0 Pro' ct: O K Q d2 Type of Inspection: t k M el Address. Date Called: S . AN I e P0 Special Instructions: / I , Dirte Wanted: a.m. Requester: P .,1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I L l +` z� t k M el — to . AN I e P0 - (Os-re 2L CA -�& l d 24Lt 'e- i �,C T — c' CY6 r ector: Dat e: 58.00 REINSPECTI N FEE REQUI D. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z H� ~ W JU 0 to o. CO) J 0 JUL W O LLQ F. W ` Z1: WO w �p ON W W H �O Z UN F- H O Z INSPECTION RECORD v Retain a copy with permit INSPECTION NO. PE A " CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 -3670 "a Project: � Type of�pspection: Address: 13 y Z nn ire nA AIV%I. Date Called: - 7 --� -off pecia Instructions: Special Date Wanted: _ a.m. -- 0 �` P.M. __ Requester: V Phone No: D Approved per applicable codes. MCorrections required prior to approval. • • _�- hTf a I t �. _,. I f ` sp.ect : Date: a 58 0 REINSPECTION F REQUIRED. Prio to inspection, fee must be id t 6300 Southcenter lvd., Suite 100. Call to sechedule reinspection. Receipt No.: I Date: Z Z W JU UO 0 W LL WO U. 9 -1 U� = �.. W Z= Z O. j UC) ON 0 H W LL H� —0 W Z U co 1= � O Z INSPECTION RECORD Retain a copy with permit D INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 R Approved per applicable codes. Corrections required prior to approval. i Project: Re 6 4 4 � J Type of Inspection: Co ' i Ex Addres Date Called: Special Instructions: Date Wanted: a.m. Requester: �- VA C' Phone No: rRA �� is COMMENTS: el Ll L22 L A 2- 1 N < r �- VA C' �,. - __ QUIRE. Prior to inspection, fee must be , Sultd 100. Call to sechedule reinspection. Z Z' JU UO 00 J N O W 9-1 u_ N� = �W ' Z H f- O Z H W LU 2p U O -, o�- WW H� O ill Z co F- _ O Z INSPECTION RECORD Retain a copy with permit 0 INSPECTION NO. PER IT 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00 ,-Tukwila, WA 98188 (206)431-3670 Pr 0Inspection:, Type of Inspection:, Adcfress A Date Called: V Special Instructions: Date Wanted: 5(41 Requester: PtLone No: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: A r V N-1 Spector: c Date: A/ spector/ Elp/ REINSPECTION FEE RE IRED, Pozr to inspection, fee must be iat Southcenter Blvd. uite 00. Cal.l to sechedute reinspection. Recpot No.: ate: 4w z W' JU 00 Cl) 0 C0 LLI LLJ 1: -J I.— LD LL W O 2 �� 9-j u- Cj) CY W z I-- WO LLj 5 Cl) 0— D H W C. ) LL —0, • z Cl) 0 z Y.. KUIIF S'+ .)"pYM S ! wr's �J.:i+. 7'. ,.. .: .. INSPECTION RECORD Retain a copy with permit " INSPECTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P ject• Type nspection: — L L ,• Address: �QQ Date Called: Special Instructi s: Date Wanted• a.rri /4/ 0 - 5- p .m. Requester: C 4 Pho a No: 11 Z '~ W f � JU • UO W= to L WO �- LLQ co d = W ZH F- O W ~ W U� ON o�- WW F- u' O •Z W co U— O F- Z N1. *125pproved per applicable codes. F1 Corrections required prior to approval. "} INSPECTIOWRECORD Retain a copy with permit VO. CITY OF TUKWILA BUILDING DIVISION ;W 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr t: T pe of I spection: res I Date C d: [ Add pecial Instructions: Date Wanted: a, 4 ag �` Requester: A 6 t f ` /1/6 D / ' Phone No: dog- 9/ - - -89/ \f a Approved per applicable codes. QCorrections required prior to approval. Inspector: j Date: F $58.00 REINSPECTION Fi REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection COMMENTS: 41 ' A Receipt No.: Date: Z H W. JU • 00 WH �LL wO LLQ N� = �W Z = WO �5 U� O -, C3 H W u" O tll Z U= O ~. Z INSPECTION RECORD Retain a copy with permit' INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje / Type of Inspecti / / C L.G. Ad re s: / ' , Date.Called: Special Instructions: Date Wanted: a.m ��. — 0 p.m. Requester: Phone No: teceipt No.: Date: 7 Z �Z '~ W J U. U O o CO) �LL WO LL co :) = a r W Z ��.. 1— O W ~ W. U �. O� O H W U L O W U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. f INSPECTION RECORD' ' INSPECTION NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r ' PER S 7 (206 431 -3670 Y .� P 'ect: /l,(%t�� � Type of Inspection: � is v A dress: Date Called: i 0 Special Instructions: o I /z //� ` at ante ' �- m a. Requester:. Phone No: �V - — ❑ Approved per applicable codes. Corrections required prior to approval. lJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. _1 Z H '~ LW JU U to o �� S2 U. c WO G LLQ co = CY. �W F O W ~ W U� N o ff WW F- �. LL —0 i11 Z U= O Z J .... «.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE IT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct Ty o Inspection: 1 , A dres : Dat e, C I ed: Sp cial Instructions: D a.m. t �p me Requester: Phone No: w I Z F' W: QQ JU UQ W = N LL WO J LL Q N� = �W 2 Z� I— O Z I-- W W U� O N OH W HF- U- O .• Z W U O Z pproved per applicable codes. Corrections required prior to approval. INSPECTION RECORD b Retain a copy with permit 4 }� INSPECTION NO. P I O. r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43.1 -3670 Pr ' ct: I „� r r I 'Type l j� f l/i/ of I�pec t' a A dre . I ) & M&g/.&M a, Date a e : 7 �f - SpeciAlIn tructions: Date Wanted: `--� 0S M. Requester: Phone No: Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' R i k1 C 7 I n � A f ma c_.) u ;pection, fee must be sechedule reinspection. Z Z �W QQ� . JU UO N a C0 Ill J = f- 0 0 LL W O LQ = F- W Z = H WO �5 U� O - o�- W W. H LL O W z U= O E- z $0. REINSPECTION FI ai t 6300 Sout j Receipt No.: ;pection, fee must be sechedule reinspection. Z Z �W QQ� . JU UO N a C0 Ill J = f- 0 0 LL W O LQ = F- W Z = H WO �5 U� O - o�- W W. H LL O W z U= O E- z t INSPECTION RECORD / ` Retain a copy with permit j Q INSPECTION NO. V2)'�431-3670 . .lam CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j t: Ty a of In p cuorf: 1c V ir ` I d - dre — s* - I 41)ati D to Cal I d. Special Instructions: Wanted: a.m. L Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 4 ;S - _ - C P— q -pove -7 r + x� I ; i4 • inspecto Date: 1 ��l $ 0 REINSPECTION FEE R UIRED. Pri r to inspection, fee must be c , ai at 6300 Southcenter Blvd. Suite 10 . Call to sechedule reinspection. l Repot No.: Date: 'I all I+ Z �Z 1~ W L & C J U UO W LLJ J F- CO LL WO J LL cf) CY = W ? F^ WO W Cl 0 F- WW HF- u. F- W Z U u) O Z INSPECTION RECORD Retain a copy with permit�� INSPECTION NO. PE i y CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #.100, Tukwila, WA 98188 „a,... (206)431 -3670 en t: Type of I s ecti Ad f !�s_; 4Z ,nn � `M m 4 ate Called: !� ! Q� Special Instructions: Date Wanted: cj,m, Requester: Phone No: D Approved per applicable codes. Corrections required prior to approval. fill jj Inspector: Date: _ E] $58.00 REINSPECTION FH REQUIRED. Prior to inspection, fee must be ;a paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. J Receipt No.: Date: 4 i I ..tae8.�et�.. .rb- ^:s - . m. �. eW,r..w....,,- .i.•.,:xw.•.* -r. • _ ::. _. ,,,.xi+.c ._._.. __ Z Z A w a W C J U U0 WX LL w LL j a =w Z �. WO U� N D H wW !6 O . Z w CO O F '" Z �{ g , 4rx�3 ;R t J P& r}in+��S�F k�' }r t 's •r't :) + F ; ,j'.;. irk +uu INSPECTION RECORD Retain a copy with permit 3 �' INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION ;U j '. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec : '•' ���r Type of Inspection: V iN� , � I Address: ' / , w� Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: �rA 1 r VA f n V-4 r -r -Vo v - ck4 V v e v ' v ' V1 n r o a , 1 oV- Io - - j" b P Inspector: Date: 1 l — I $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: '::i 5 Z i ~ Z: � C. L5 . UQ CO WX U. WO IQ W � Z � H O Z H W W. U� O N. o�- WW HP u" O ui Z U� Ham O Z Pr t' T Type of mp ction: A ss• � � D D t • Called: r y ,-�-- Sp cial Instructions. D Date Wanted: L-� f a.m. .m Requester: �l Phone No- _ COMMENTS: 1 .) w per- S`t Q - 44 � D per f f— Y\ t o 1U D I S n o 1 V ;.' n .v re v; ��� , 1,, � 1 -? � r A 7- y-ft, . C . - � ✓ ( t � t �V.P 1,f kAJr-{ , \ V� , 1 � r t ^ - t� `e v v �P�P II \./ � P .� AQ�i ' ? o r )V%At' f l0V► k Ir r Z = Z JU U LU �O J = f" CO U 0 J LL ? S2 Cy = w I- _ z� ZO W �5 U� WW �. LL O tiw Z CO H F O Z I'. Z = Z JU U LU �O J = f" CO U 0 J LL ? S2 Cy = w I- _ z� ZO W �5 U� WW �. LL O tiw Z CO H F O Z I'. INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. PER IT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projeet , 1 Type o spection: . Address: P Spcial Date Called: ; Instructions: Date Wanted: a.m. p.m. Requester: Phone No: D Approved per applicable codes. Corrections required prior to approval. COMMENTS: A 114 1 (� r' Y Leo -P tf l It ,Po �— `t� � 't�� ( 5 �' •P � pch Q 0 d`'1' V - P `i " P �, fl n V G - ff 1 1 rl ± e -P � _ . -. — G 1 V'-& C `� ►�° n ((ll `P r Q n q ++ l P -A- kn 94 l G c v v� h� ,c I U�t Receipt No.: Date: Inspector: Date: $47.00 REINSPECTION FEE REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 W UO CO 0 J = (D LL WO LLQ = �W Z t•- f- O Z F- W L �p U O -. 0 H WW F- . UO Z ll! N O Z ' INSPECTION RECORD 3, y_ Retain a copy with permit INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec . � UZ,4�V' oW1 Type of Inspection: Address: Date Called: Special nstructions: Date Wanted: t_ a.m. P.M. Requester: Phone No: El Approved per applicable codes. Corrections required prior to approval. • .• J � �J ISM a ,11 a JM INI NEWMIZ I Inspecto •: c Date: L!_ $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: - 1.: t�[ J' V- i Z �Z JU UO 0 CO) H � WO Q � Q U- = F. W Z H Z O. W U� O - o H. WW H LL O W Z UN z Project' � Type of Inspection: Address: I I , . 16,104 Date Called: . S pecial cial Instructions: Date Wanted: a.m. 3 P .M. Requester: Phone No: COMMENTS: L. ATY&MVE AN if Z zQ LLJ 2 6:5. 30 00 Cf) a CO) w W J C0 U. 0 LL LU P WO LLj 5 Cf), 0 o ff W W LL- 0 • z C0 0 Z INSPECTION RECORD Retain a co py with permit INSPECTION NO. PE IM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 {1 P ecr - - Type�Qf ns ection: i � J Z I I- ~ W UO Cf) J = S2 W WO J LL N a W Z F- O W ~ W U� N 0 H. WW LL — 0 Iii Z U= O Z Fl Approved per applicable codes. 1:1 Corrections required prior to approval. Address: p to Called: Special Instructions: / Date Wanted: 3 a.m. p.m. Requester: e0j; Z�� Phone No: T ao ..3 INSPECTION RECORD Retain a co py with permit INSPECTION NO. PE IM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 {1 P ecr - - Type�Qf ns ection: i � J Z I I- ~ W UO Cf) J = S2 W WO J LL N a W Z F- O W ~ W U� N 0 H. WW LL — 0 Iii Z U= O Z Fl Approved per applicable codes. 1:1 Corrections required prior to approval. tti {gkm.r�e "3 X . i INSPECTION RECORD Retain a copy with permit AL INSPECTION N0. PE ITN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Project: U Type of Insp tion: Address: Da C ed: 10ate Special Instr ctions: Wanted: a. S .m Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. j COMMENTS: If tr !ti I ^, 1„ E8 i.: r t.: Inspector: Date: $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: ` G,�;ii':;,s:,..rxs:uxr.�+ �...Ma`Tr`��t`'w.. y '. �;a,�y�§ nzk�'N r ;r�u •'^Ya'hr.1:i;:r?i2GS�.�+. ca.: y � � '�:' � ,,. �..n.. ,. .. .. ... i Z IZ �W C UO y0 C0 III J � S2 w WO LLQ in �. = �w T z f.. F- O W F- ' W U O CO3 0 1.- W H U LL Z 111 CO) O z �14i ✓i5�'?,l�ri'i7k;+r���1�aF 3x s tr i p* , ;t ''. t�, , .� c Y.i� � .. . P N C INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE I NO. CITY OF TUKWILA BUILDING DIVISION F 1 6300 Southcenter Blvd., #100, Tukwila, WA. 98188 (206)431-3670 I Projec : Type nspe ion: Addrgss: � I 'J � G i r , v c. Date Called: � � S 1.- Special Instructions: Date Wanted: 0 S Requester: ('+ l a 0 k V CA Phone No: D Approved per applicable codes. isleorrections required prior to approval. COMMENTS: v V\ a r i i i r , v c. i oV\ SL eZ- o t C? V ('+ l a 0 k V CA 7 a. 1 _0 0 d`p- D� r C` o SL 3 _ 4,4 1 t( �( 1 t ' tt ( G� Lp . C �J'Uf.1�ih • 2 W V ► G P I tA r � n - P-P r S ls4a WI - opo� -40k C J ( 7 V1 In G� t V'-. c: v'c) c) u)-e r -P-A- r I a r , 44 t SIn ►n 0 V\ �P' t i 3 SL 3. Receipt No.: Date: I I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7 u t; ftx Y:. 4� 7 1=j..,.'ik. a.:x.`•..r••,,• A t i -i- 1�i. 1 1 .1 7, Z W 2 65. UO cn ❑ CO) J H N LL WO 9-1 LL Q cl) =a �W Z F- H- O WH �5 U O N ❑ I— W F=- H LL O. W Z CO) PM , z a IN SP CTION RECOR Retain a copy with permit INSPECTION NO. PE T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: )j Type of Insp ction: Address: A pv,\ 6 Date Called: Special Instructions: Date Wanted: a. m. p.m. Requester: Phone No: COMMENTS: r 0 + OLA Ir I n,^,- f S f I 4-&, H SL 3, ..... . tA r r-f- -e v 5 6 4 Q Approved per applicable codes. .Corrections required prior to approval. L"2k I n s p e c t o A" ) Date: 0 $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 Z UJI C.) 0 CO) 0, C0 LU W J CO) U. W O 2 �' 9-1 LL CY z F— 0 z t-- LU LLj L) CO) ID H W W H (.5 0, LLI z co 0 z INSPECTION RECORD IN ECTION NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISK 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspectio f Addres � � Date Called: ' Special Instructions: D to Wanted: -- 'M .m. Requester: Phone No: Receipt No.: Date: �d:t:'t�;>:F��tiu"�s!`�i .'.t,��.�i`� �, a� = '' %:r�:`'r` " • i;�6 V >•, ?.�;- r.'c�.sct .� , �, 4 I IXI Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: t_• Dat $47.04 REINSPECTION FEE dEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z UO CO C3 W = J H S2 U. WO 9:3 LL = �W ZH X. F- O' W H. �5 U� O - w ill I— H LL Z W U =. O� Z ' INSPECTION RECORD r'f ,, Retain a copy with permit `'c INSPECTION NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ojec : Type finspection d rest;. �( '�/ /� �r V ' Date Called: /{�J r Special Instructions: V Date Wanted O Cp Reque ; : , tu� 1/ Pho0 a Approved per applicable codes. I Corrections required prior to approvi COMMENTS: �r • �, r r pecto $58.00 REINSPECTION PEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Date: -sr..F nr : • � . .1,,;. �`��.f� . ^c-. }S��S. j, � "..iaif.'.,,'�`.'�4,�. o �y.ro . � -i1 r • i. .....L.is• �.......«.... Z iH Z . �W 5 W UO C') co W J � �LL W O LLQ N :3 = �W Z� H O W ~ W U� ON W H� U. O 6i Z. U= O z INSPECTION RECORD .0 Retain a copy with permit INSPECTION NO. PERM T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 t' i Pr j ct: t Type f Inspection: k&6 Address: 3 a. Date Called: ' , S . a 0' Special Instructions: Date Wanted: Q p.m. Requeste Pho No: M 'Approved, per applicable codes. Corrections required prior to approval. 1 1� 1 t' Inspector: Date: ^, $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspect on. Receipt No.: Date: Z C J U. UO W = J LL w O 4 a� LL <t W F- �. �O W H— �5 U� O CO) O H W LU O tU Z U CO) O Z INSPECTION RECORD N INSPECT NO. Retain a copy with permit L PER T�—' CITY OF TUKWILA BUILDING DIVISION 6300 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr � "HkY\'a Type of lnspecq'pn: Address: 3sL�a- �a� �� Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: MApproved per applicable codes. Corrections required prior to approval. Inspectorr jDate: I i;kU <- �1346 I I k $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ate: " - A6 - 4 44- - MH Z LU _3 C.)0 CO) CO) W J CO) LL 0 2� 9-1 U. Cj) (Y W Z 0 W H W UJ 5 O N UJ Uj T- L ) F- 0 LLI Z CO) 0— X. 0 Z INSPECTION RECORD Retain a copy with permit INSPE NO. PE \ 5 b , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431.3670 P ect�� � � � r Type Insp ` A ress: D to ailed: a 65 1 5ate Sbecial instructions: Wanted: Requester: D P hone Ndi y L a Approved per applicable codes. Ocorrections required prior to approval. COMMENTS: O 2L Inspector: `✓ Date: $58.00 R INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z J- Z JU UO W= N LL WO u - N D _° �. W ?H WO W UC) O N O f- WW H H u- o w z p _ O F- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P 'ect� 1 61 Type of Insp ction: Address: YaL Called: r 0 .. a S ecial nstr ctions: P L01 44'q Date Wanted: 1 1 , �S p.m. Requester: Ph 1�e Receipt No.: Date: IN Approved per applicable codes. Corrections required prior to approval. COMMENTS: N Inspect r/ Date: 4 04n $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i 1 Z W �U U O W= N LL WO LLQ co )� = �W Z f- F- O W� 2 5 U ON 0 F- WW H� . Z. W U =. O F- Z INSPECTION RECORD�� Retain a copy with permit INSPE ION N0. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project* ,� ` �7` 3 Type of Inspection: , d e ` Address: Date Called: r Special Instructions: Date Wanted: , /-Z'�J'D�' Vim. Requester, Phone No: J ❑ Approved per applicable codes. � Corrections required prior to approval. F Receipt No.: Date: El $58.00 REINSPECTIONtfEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z W' JU . 0 O W= Cl) L WO 9 LL Q CO) = �w Z t- O W H LIJ U O N O H W U' U. O _ 111 N Z 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 3qr ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: L t 7 �dL.J c 2( SO Project: Type of Inspection: Ad ress: Date Called: Special Instructions: Vate Wanted: l r a.m. p.m. 3 Requeste ` , Phone No: Inspector: / Date:.. J; $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 630 S outhcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �Z �W U o CO) C0 W J = F— S2 U. u.I o 2� 9a �W Z �o W ~ W U� O N 0 I-- W w U. O W Z U =, O ~. Z 'i „';':4`.:t�. ci }h. A. .f a.p �. t,.. -, :., �.:r ,'-s�. •t.. .. i I 1 I INSPECTION RECORD U�l -�I C� Retain a •copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: , , 1 Re An 1 Type of Inspection �. W Address: I Date Called: 03 , , ok Special Instructions: Date Wanted: ( a .m. `P ;m: w, Requester: C Phone No: �_ y �, Y _ a Approved per applicable codes. r Corrections required prior to approval ` f COMMENTS: {' A r N� ✓� j 3 r f w, Inspector: 6 5 -5 V I Date: 1 �- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I I I I AN . . .. 2 d W JU 0 to 0 C0 W J � U. WO LL a Z CY F w Z =. H WO W U� O � D H W W U. 111 Z U =. O F- Z INSPECTION RECORD_' 6 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: h i +a Hor Type of Inspection: . i nfi4 raflon 12 Address: 5 NS a�cr� am S Date:Called: 21-1- Special Instructions: Date Wanted: a.m. 2--10 - P.m. T 3 Requester: Phone No: *25- j; 1 W Approved per applicable codes. Corrections required prior to approval. h W COMMENTS: 2 le v . G C �4 VG 0o Inspector: / Date: 2 V � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiot Receipt No.: Date: Z QQ S Z. JU U N Cl W = J T LL WO 9 : LL co =W ? F— z ° W W U� co_ Q Ir - WW O LLi z U CO O Z ••`�' City of Tukwila _j Steven M. Mullet, Mayor _ _•:. X Fire Department Thomas R Keefe, Fire Chief 190 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Halon: Monitor: ..Pre-Fire: Permits: Authorized 9'ig FINALAPP.FRM 4`10 Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-443 z Z W 2 D 0 0 cj) a co W W J CO LL w LL N D CY LU Z F_ 0 z F_ W W U 5 cl) 0— 0 I_ WW LL 0 z cl) px� 0 z ' HI -10 SS3 SI 31N"=1 SIH1 I O IN3W a Oa O 3Hl CI :301ION N`dFll 2l`d3 . za)j Otto Rosenau & Associates, Inc. IN -PLACE DENSITY REPORT OF SOILS (ASTM n 29221 Job #: 05 -219 Report #: 14732 1 Permit #: D043151 °D04316= `" X Project: 13534, 13542, & 13546 Macadam Road South Project Client: Rehabitat Northwest, Inc. Address: 13534, 13542, & 13546 Macadam Road South, Tukwila Address: 5639 16th Avenue SW, Seattle Date: 6/24/2005 Inspector: Jeff Rabe Lab Maximum D ry Densities E ui ment CPN Unco rrected Corrected ID C Soils I.D. Soil Description Dry Density Optimum Moisture Oversize °/ rock Dry Density Optimum Moisture ASTM Method Wet 13360 X1 0.93 1944 5 /a' Crushed 144.5 7.0% 9.6 146.0 6.5% D1557 H2O 9690 X1 0.97 Compaction Methods & Equip: Hoepack Monitored Placement and Compaction Sot Check Percent °Coln action Required :: ` :'" 95 1 % Test Location Test Method Elevation Depth of Fill Soil ID Wet Density Moisture % ASTM D3017 Dry Densitv Max. Dry Density % Comp. Conforms 1 New 12500 Block DT 8" -1' T-5 1944 148.2 4.2 142.2 146.0 97% Yes 2 New 12500 Block DT 8" -3' 3'- 5' 1944 147.3 4.8 140.6 146.0 96% Yes 3 New 12500 Block DT 8" Sub grade 3' 1944 148.0 5.2 141.0 146.0 1 97% Yes 4 5 6 7 8 9 10 Comments: DT =Direct Transmission X Client Contractor Architect X Building Department X Engineer Technical Responsibility er nsen, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, SEC l V E D except in full, without written permission from our firm is strictly prohibited. GUL 2 8 2005 COMMUNITY DEVELOPMENT Page 1 of 1 Form No.: ADM/N 78 -01 (Rev 06102) 6747 ML King Way S., Seattle, Washington 98118 — Phone (206) 7254600 — Fax (206) 723 -2221 .1NEInnooa 3Hi AO Ainv= 3H1 Oi 3no SI li 3011ON SIHi NVH . L2lH310 SS31 SI 3WVN:l SIHl Ni iN3w000 31-11 A = 30110N Otto Rosenau & Associates, Inc. im -pi 0(_F npmQjTv pcpnoT r►e enn a iweTU n nn #n% Job #: 05 -219 Report #: 14731 Permit #: I D04315/ D04316 Project: 13534, 13542, & 13546 Macadam Road South Project Client: Rehabitat Northwest, Inc. Address: 13534, 13542, & 13546 Macadam Road South, Tukwila Address: 5639 16th Avenue SW, Seattle Date: 6/23/2005 inspector: Jeff Rabe Lab Maximum D ry Densities Equipment CPN Soils Soil I.D. Description 1944 Crushed Rock 5 /" Uncorrected Dry Density 144.5 Optimum Oversize °/ Moisture rock 7.0% 9.6 Corrected Dry Optimum ASTM Density Moisture Method 146.0 6.5% D1557 ID Wet C 13360 X1 H2O 0.93 9690 X1 0.97 Compaction Methods & Equip: Hoepack Monitored Placement and Com action -: Sot Check Percent -Com action Re wired: ` °: : 95% Test 1 2 3 4 Location New 13521 -13561 New 13521 -13561 New 13521 -13561 Test Method DT 8" DT 8" DT 8" Elevation -1' -2' Sub grade Depth of Fill 3 1 -5 1 3 1 -5 1 3 1 -5 1 Soil ID 1944 1944 1944 Wet Density 146.6 147.2 146.5 Moisture % ASTM D3017 4.8 4.7 4.7 Dry Density 139.2 140.6 140.0 Max. Dry Density 146.0 146.0 146.0 % Comp. 95% 96% 96% Conforms Yes Yes Yes 5 6 7 8 9 10 Comments: DT = Direct Transmission Recommend adding more water to compact easier. X Client Contractor Architect X Building Department Technical Responsibility ail X Engineer Weilfir . Hansen, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, RECEIVED except in full, without written permission from our firm is strictly prohibited. OU ` 2 8 200c COMMUNITY :1 DEVELOPMENT Page 1 of 1 Form No.: ADM/N 78 -01 (Rev 06102) 6747 ML King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 - Fax (206) 723 -2221 '1N3vynoOa 31 -1130 A1.Ilynt) 31-11013na Si 1130110N SIH1 NVHl NV310 SS31 SI 3WV SIH1 NI 1N3Wf100a 3H131 :30110N s''�` -mot• r r r�ili�r� Otto Rosenau & Associates, Inc. IN -PLACE DENSITY REPORT OF SOILS (ASTM D 2922) Job #: 05 -219 Re ort #. 36466 Permit #: I D04315/ D04316 Project: 13534, 13542, & 13546 Macadam Road South Project Client: Rehabitat Northwest, Inc. Address: 13534, 13542, & 13546 Macadam Road South, Tukwila Address: 5639 16th Avenue SW, Seattle Date: 6/22/2005 Inspector: Brian R. Robertson Lab Maximum D ry Densities E ui ment Uncorrected Corrected ID D Soils I.D. Soil Description Dry Densi Optimum Moisture Oversize 0 % rock Dry Densi Optimum Moisture ASTM Method Wet 13263 X1 0.99 1944 Gray 5 /" Crushed 144.5 7.0% 9.6 146.0 6.5% D1557 -B H2O 11375 X1 1.01 Compaction Methods & Equip: Track Hoe Hoe Pack Monitored Placementand -Compaction . _ No Percent_Comoaction Re 'ulred. ' : ` 95% Test Location Test Method Elevation Depth of Fill Soil ID Wet Density Moisture % ASTM D3017 Dry Density Max. Dry Density % Comp. Conforms 1 13561 Address DT Grade 12" 1944 136.9 4.7 131.0 146.0 90% — No 2 13561 Address DT -2 12" 1944 138.3 4.6 132.2 146.0 91% No 3 4 5 6 7 8 9 10 Comments: DT = Direct Transmission On site to perform in place density tests on %" material being used as backfill. Note from Office: Areas were re- tested and brought into conformance on 6/23/2005 (see report #14731). X Client lContractor Architect X Building Department X Engineer Technical C: nsen, Project Manager RECEIVED This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. 13UL 2 g 2005` DNE�,OPMENT Page 1 of 1 Fonn NO.: ADM/N 78 -01 (Rev 06102) 6747 ML King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 -- Fax (206) 723 -2221 N � WANG - ENGINEER.ING INC. i t 14735 168TH AVE. NE WOOD"WILLE, WA 98072 TEL: (425)4$9 -0927 FAX: (425)489.0927 FACSLMLE =SSACK ATTN: " _l.a' DATE; ( A COMP It �` FAX #: FROW # 1 TOTAL NUMBER. OF PAGE INCLUDING THIS SIYEET REF' Ft 4 C..."C. ✓+` �C ,,1 t4 'OWC (tA-A- 0444 1 REVIEWED FOR CODE COMPLIANCE JA At ' 9 JAN 1 9 200 Zopp Pe&m /r CENt C Tukwila BUILDING D N pool it No. P N NU lan review approval is subject to error:, and omissioru, AP rdo l of construction documents doc:, i ; t audxdm n of any adopted code or orr:n -nce. Receipt of approved Field Copy and conditions is acknowledged: By Date: City Of Tukwila BUILDING DMSION Do 4��3 to Z z . J V U O W = N LL W° LL d = W Z� O z F- U� O N � H W 2 LL z' LLi U= o� z 01/19/2005 14:54 2065..7955 r w <,8 c FOw .7000 IOC, 1 R gvrm frill M 4"Ofnpn far *v*ry 134 woo ("t of omm tpwoi. � TMAI CrM SOMM Arm 12M of Total Requlrmd MO MOM A►e +; n 501 }1 (12801459) I Total A ms of Vontueron w r ejo IHdMton vynr .70 at T y R 12 RE:HABITAT NORTtiveST PAGE 01 � rndk�lee Ahltpw�l BTMdlartd werl Dom .,�� R 18 RMII*d Thb Plen) 1 ' 568 �. 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Date: September 23, 2004 INCOMPLETE- LTR#.� RE FOR CODE CO0 DE COMPLIANCE A DEC 2 7 2004 C �ib' 0 0% Oct 0 P0 94fir FR D 20% z 3: F� iF- Z W L) 00 (/)a- C0 W LLJ CO LL wo � CO) D X a z � 0, z E- LLI Lij 5 CO :0— 0 �- W LL , X L ) U z C0 .z ' . r Snow Load: 25.0 psf V I S S E R ' ENGINEERING n Gravity Loads Load: D E A D L O A D L I v E L O A D item: unit weignt: Roof Sheathing - 1/2" plywood: ps Roofing: 4.5 psf Roof Trusses @ 24" o.c.: 3.0 psf 5/8" Gypsum Wall Board: 2.8 psf Misc.: 5.2 psf 0.0 psf ps Flo Load: Item: Unit W Floor Sheathing - 3/4" plywood: 2.4 ps f 1" Gyperete 0.0 psf Floor Joists at 16" o.c.: 3.0 psf 1 layers 5/8" Gypsum Wall Board: 2.8 psf Misc.: 3.1 psf Insulation 0.7 Usf Roof Load: 2.3 Snow Load: 25.0 psf Roof Slope: 4.5 in 12" Roof Slope = 20.556 degrees Rs = (S /40) - 1/2 = 0.125 psf /deg Design Snow Load: 24.93 psf Floor Load: Item: Unit Weight: Residential 40.0 psf psf psf psf psf psf 40.0 psf Project: 04 -121 Client: Rehabitat Lot #3 Date: 9/21/2004 Page: 1-1 Floor Sheathing - 3/4" plywood: 2.3 1 " Gyperete 9.0 Floor Joists at 16" o.c.: 2.0 2 layers 5/8" Gypsum Wall Board: 5.6 Misc.: 3.4 Insulation: 0.7 Sprinklers: 0.0 z w L i J0 UO N o J = H NLL w J L? � =w z� F- O z F- w w U C3 CO W w. UO z ki N O z 4� l HMI V 1 S S E R Project: 04 -121 �� EN OIN CERINC Client: Rehabitnt Lot 113 Calculation Sheet Date: 7/20/04 n � • 2.. Title: Front Elevation Page: Wind Analysis Design Criteria: ASCE 7 -02 Section 6.5: Analytical Procedure - Method II Load Criteria: V: 85 mph wind speed Exposure: B���, f3''. 'Building Geometry: L: 12.7 feet B: 28 feet hfl : 0 feet from grade to first floor 10: 0 feet from grade to second door Iv: 9 feet from grade to roof cave theta: 26.5651 degrees, roof pitch = 6 in 12 h: 10.4199 feet mean roof height from grade Design Procedure: Kd: 0.85 Wind Directionality Factor, ASCE 7 -02 Table 6 -4, (p. 76) I: 1 Importance Factor, ASCE 7 -02 Table 6 -1, (p. 73) Kz ® z =0: 0.7 Velocity Pressure Exposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) Kh: 0.70059 Velocity Pressure Exposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) Kzt: l Topographical Factor GCpf: External Pressure Coefficients, ASCE 7 -02 Table 6 -10, (p. 56) GCpf: 0.18 Internal Pressure Coefficients, ASCE 7 -02 Table 6 -5, (p. 49) qz Q z =0: 11.01 psf =0 .00256 *Kz *Kzt *Kd *Velocity^2 *hv qh: 11.01 psf = 0.00256 *Kh *Kzt *Kd *Velocity^2 *lw p: Design Wind Pressures = q (GCpf - Gcpi) Surface Surface I I lE 2 2E 3 3E 4 4E 0.55 0.73 -0.10 -0.19 -0.45 -0.58 -0.39 -0.53 GCpf: 0.18 Internal Pressure Coefficients, ASCE 7 -02 Table 6 -5, (p. 49) qz Q z =0: 11.01 psf =0 .00256 *Kz *Kzt *Kd *Velocity^2 *hv qh: 11.01 psf = 0.00256 *Kh *Kzt *Kd *Velocity^2 *lw p: Design Wind Pressures = q (GCpf - Gcpi) Surface 1 I 2 2E 3 3E 4 4E 4.07 6.03 -3.07 -4.08 -6.90 -8.42 -6.28 -7.87 Buildina Forces: 2 C C 9 Location Pressure Area Pressure Surface Width Force /ft angle Force Summary (pli) Horizontal Vertical Windward 1st Floor Kz = 0.70 1 l E 4.07 6.03 0 0 0 0 0 0 0.0 0.0 0.0 0.0 Windward 2nd Floor Kz = 0.70 1 1 E 4.08 6.04 4.5 4.5 18.3394 27.1738 0 0 18.3 0.0 27.2 0.0 Windward Eave Kz = 0.70 1 2 t E 2E 4.07 -3.07 6.03 -4.08 4.5 7 4.5 7 18.3239 - 21.5042 27.1 509 - 28.5251 0 63.4349 Totals: 0 63.4349 Totals: 18.3 9 .6 0.0 8.7 27.2 -12.8 -25.5 14.4 -25.5 Ridge 2 3 2E 3E -3.07 -6.90 -4.08 -8.42 7 7 7 7 - 21.5042 - 48.3149 - 28.5251 - 58.9293 63.4349 116.565 Totals: 63.4349 116.565 Totals: -9.6 21.6 -19.2 -43.2 12.0 -62.4 -12.8 26.4 -25.5 -52.7 13.6 -78.2 Leeward Eave 3 4 3E 4E -6.90 -6.28 -8.42 -7.87 7 4.5 7 4.5 - 48.3149 - 28.2583 - 58.9293 - 35.407 116.565 180 Totals: 116.565 180 Totals: 21.6 28.3 -43.2 0 49.9 -43. 26.4 35.4 -52 0.0 61.8 -52.7 Leeward 2nd Floor 4 4E -6.28 -7.87 4.5 4.5 - 28.2583 - 35.407 180 180 28.3 0.0 35.4 0.0 Leeward 1st Floor 4 4E -6.28 -7.87 0 0 0 0 180 180 0.0 0.0 0.0 0.0 Vwf 1, Hwf I Vwfe_l, Hwfc_I Vwf 2, Hwf 2 Vwfe_2, Hwfe_2 die, Hle Vice, Mee ✓If 2,Iilf 2 ✓lfe_2, IIIfe_2 ✓If 1, illf 1 rife I, Hire - I r Q E- W' X M. JU U00 W = CO LL WO . U- cl) d �W Z H F- 0 Z H W U� O CO) � H W li. 0 W U CO) O Z 11111111LIMMMM RM12 1v , 1 ---- .. . , - - - 1?�11 General horizontal Loads k- -c, Hwe Per ASCE 7 -01 Miuinnan Wind Loadper 18C 1609.1.2 Roof Shear: 70.6 plf 73.4 plf 2nd Floor: 68.2 pif 45.0 pif Vwee, Hwee I st Floor: 0.0 pif 0.0 pif Vr, Hr Incremental End Horizontal Loads D Roof Shear: 19.2 plf 2nd Floor: 16.0 plf Vre, a IstFloor: 0.0 plf die, Hle Vice, Mee ✓If 2,Iilf 2 ✓lfe_2, IIIfe_2 ✓If 1, illf 1 rife I, Hire - I r Q E- W' X M. JU U00 W = CO LL WO . U- cl) d �W Z H F- 0 Z H W U� O CO) � H W li. 0 W U CO) O Z 11111111LIMMMM RM12 1v , 1 ---- .. . , - - - 1?�11 V S S E R Project: 04 -121 Client: Rchabitat Lot 113 :i Calculation Shect Dale: 720/04 Pa 1 • Z. Z Title: Side Elevation a 1 Exposure: B i 2 ...... ; rt Building Geometry: 3E 4 j - .?' _ ' , F "_ =� R I � f L: B: 28 12.7 feet i feet -0.45 -0.58 .., -0.53 hfl: 0 feet from grade to first floor 4.5 4.5 hf2: 0 feet from grade to second floor 0.0 27.2 hr: 9 feet from grade to roof cave 4.5 3.175 4.5 3.175 \ 0 63.4349 Totals: 0 63.4349 Totals: Cf`,���;� theta: h: 26,5651 12.1305 12.1305 degrees, roof pitch= 6 in 12 feet mean roof height from grade 27.2 -5.8 _ Design Procedure: Kd: 0.85 Wind Directionality Factor, ASCE 7 - . ......... ............................... ........... ............................... : 1: 1 Importance Factor, ASCE 7 -02 Table 6 -1, (p. 73) -4.4 9.8 .. _ . Kz @ z =0: 0.7 Velocity Pressure Exposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) -11.6 -23.9 Kh: 0.70059 Velocity Pressure Exposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) 3 4 3E 4E Kzt: I Topographical Factor 116.565 180 Totals: 116.565 180 Totals: 9.8 28.3 GCpf. 38.1 External Pressure Coefficients, ASCE 7 -02 Table 6 -10, (p. 56) 12.0 35.4 I Wind Analysis Design Criteria: ASCE 7 -02 Section 6.5: Analytical Procedure - Method If I i Load Criterin: V: 85 mph wind speed j C6 i ZONE- 2/3 BOUNDARY Surface 1 I 2 2E 3 3E 4 4E 0.55 0.73 -0.10 -0.19 -0.45 -0.58 -0.39 -0.53 GCpi: 0.18 Internal Pressure Coefficients, ASCE 7 -02 Table 6 -5, (p. 49) gz@z =O: 11.01 psf= 0,00256 *Kz *Kzt *Kd *Velocity^2 *lw qh: 11.01 psf = 0.00256 *Kh *Kzt *Kd *Velocity^2 *iw p: Design Wind Pressures = q (GCpf - Gcpi) Surface 1 lE 2 2E 3 3E 4 4E 4.07 6.03 -3.07 -4,08 -6.90 -8.42 -6.28 -7.87 Building Forces: z 0 0 9 Location Pressure Area Pressure Surface Width Force /ft angle Force Summary (plf) Horizontal Vertical Windward 1st Floor Kz = 0.70 1 I E 4.07 6.03 0 0 0 0 0 0 0.0 0.0 0.0 0.0 Windward 2nd Floor Kz = 0.70 1 1 E 4.08 6.04 4.5 4.5 18.3394 27.1738 0 0 18.3 0.0 27.2 0.0 Windward Eave Kz = 0.70 1 2 lE 2E 4.07 -3.07 6.03 -4.08 4.5 3.175 4.5 3.175 183239 - 9.75369 27.1 509 - 12.9382 0 63.4349 Totals: 0 63.4349 Totals: 18.3 -4.4 0.0 -8.7 14.0 -8.7 27.2 -5.8 0,0 -11.6 21.4 -11.6 Ridge 2 3 2E 3E -3.07 -6.90 -4.08 -8.42 3.175 3.175 3.175 3.175 - 9,75369 - 21.9143 - 12.9382 - 26.7286 63.4349 116.565 Totals: 63.4349 116.565 Totals: -4.4 9.8 -8.7 -19.6 5.4 -28.3 -5.8 12.0 -11.6 -23.9 6.2 -35.5 Leeward Enve 3 4 3E 4E -6.90 -6.28 -8.42 -7.87 3.175 4.5 3.175 4.5 - 21.9143 - 28.2583 - 26.7286 - 35.407 116.565 180 Totals: 116.565 180 Totals: 9.8 28.3 -19.6 0.0 38.1 -19.6 12.0 35.4 -23.9 0.0 47.4 -23.9 Leeward 2nd Floor 4 4E -6.28 -7.87 4.5 4.5 - 28.2583 - 35,407 180 180 28.3 0.0 35.4 0.0 Leeward IstFloor 4 4E -6.28 -7.87 0 0 0 0 180 180 0.0 0.0 1 0.0 0.0 Vwf 1, llwf l Vwfe_1, Hw Ile I Vwf 2, llwf 2 Vwfe 2, Hwfe_2 Vwe, liwe Vwce, Hwee Vr, IIr Vre, Fire Vic, IIle /lee, Ilice /If - 2. Illf_2 ✓Ife_2, 111fe_2 ✓If I, Hlf I ✓lfe 1, lilfc I General horizontal Loads Per ASCE 7 -02 Mininnan Knd Load per IBC 1609,1.2 Roof Shear: 57.5 pif 107,6 plf 2nd Floor: 56.4 plf 45.0 pif Ist Floor: 0.0 plf 0.0 pif Incremental End horizontal Loads Roof Shear: 17.4 plf 2nd Floor: 16.0 pif 1st Floor: 0,0 plf Z Z W' Q � W � . UO CO D . C0 W J H CO) L WO LL a Cl) _ d W 1-0 Z F- 25 Ua O W D F- WW 1- - O W CO) H 3: O Z V 1 S S E R Project: 04 -121 P.NGINC[RING .'.': � ....7.7........77_.....__.... Client: Rchabital Lot 1t3 Calculation Sheet Date: 720/04 Page: Title: Front Elevation Wind Analysis 1 I Design Criteria: ASCE 7 -02 Section 6.5: Analytical Procedure - Method II 3 3E 4 4E Load Criteria: V: 85 mph wind speed -0.10 Exposure: B -0.45 !.L,.• I Building Geometry: L: 32 feet Windward 2nd Floor Kz = 0.70 B: 37 feet 8.5 8.5 34.641 51.3283 ; ,. • r , 34.6 11171: 0 feet from grade to first floor 0.0 Windward Eave Kz = 0.70 5J �c ? 4.07 -3.07 6.03 -4.08 IQ: 8 feet from grade to second floor 0 63.4349 Totals: 0 63.4349 Totals: 18.3 -12.7 0.0 -25.4 hr: 17 theta: 26.5651 feet from grade to roof cave degrees, roof pitch= 6 in 12 27.2 -16.9 0.0 -33.7 10.3 It: 20.5777 feet mean roof height from grade I 2 3 2E 3E Design Procedure: Kd: 0.85 Wind Directionality Factor, ASCE 7 -02 Table 6-4, (p. 76) - 28.4163 - 63.8447 - 37.6938 - 77.8708 1: 1 Importance Factor, ASCE 7 -02 Table 6 -1, (p. 73) .. ..... ... _ ............ .... .. ............................... . Kz ® z =0: 0.7 Velocity Pressure Exposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) Kh: 0.70059 Velocity Pressure Exposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) Kzt: l Topographical Factor Leeward Eave GCpf- External Pressure Coefficients, ASCE 7 -02 'fable 6 -10, (p. 56) 9.25 4.5 9.25 4.5 Surface 1 I 2 2E 3 3E 4 4E 0.55 0.73 -0.10 -0.19 -0.45 -0.58 -0.39 -0.53 GCpi: 0.18 internal Pressure Coefficients, ASCE 7 -02 Table 6 -5, (p. 49) qz ©z =0: 11.01 psf= 0.00256 *Kz *Kzt *Kd *Velocity^2 *lw qh: 11.01 psf =0 .00256 *Kli *Kzt *Kd *VelocityA2 *lw p: Design Wind Pressures = q (GCpi- Gcpi) Surface 1 I E 2 2E 3 3E 4 4E 4.07 6.03 -3.07 4.08 -6.90 -8.42 -6.28 -7.87 Buildine Forces: Location Pressure Area Pressure Surface Width Force/ft angle Force Summary (pit) Horizontal Vertical Windward 1st Floor Kz = 0.70 t 1 E 4.07 6.03 4 4 16.2879 24.1341 0 0 16.3 0.0 24.1 0.0 Windward 2nd Floor Kz = 0.70 1 1 E 4.08 6.04 8.5 8.5 34.641 51.3283 0 0 34.6 0.0 51.3 0.0 Windward Eave Kz = 0.70 1 2 1 E 2E 4.07 -3.07 6.03 -4.08 4.5 9.25 4.5 9.25 18.3239 - 28.4163 27.1509 - 37.6938 0 63.4349 Totals: 0 63.4349 Totals: 18.3 -12.7 0.0 -25.4 5.6 -25.4 27.2 -16.9 0.0 -33.7 10.3 -33.7 Ridge 2 3 2E 3E -3.07 -6.90 4.08 -8.42 9.25 9.25 9.25 9.25 - 28.4163 - 63.8447 - 37.6938 - 77.8708 63.4349 116.565 Totals: 63.4349 116.565 Totals: -12.7 28.6 -257 -57.1 15.8 -82.5 -16.9 34.8 -33.7 -69.6 18.0 -103.4 Leeward Eave 3 4 3E 4E -6.90 -6.28 -8.42 -7.87 9.25 4.5 9.25 4.5 - 63.8447 - 28.2583 - 77.8708 - 35.407 116.565 180 Totals: 116.565 180 Totals: 28.6 28.3 -57.1 0.0 56.8 -57.1 34.8 35.4 -69.6 0.0 70.2 -69.6 Leeward 2nd Floor 4 4E -6.28 -7.87 8.5 8.5 - 53.3768 - 66.8798 180 180 53.4 0.0 66.9 0.0 Leeward IstFloor 4 4E -6.28 -7.87 4 4 - 25.1185 - 31.4728 180 180 25.1 0.0 1 31.5 0.0 Vwf 1, llwf 1 Vwfe_I, liwfe_I Vwf 2, Hwf 2 Vwfc 2, Hwfc 2 General Horizontal Loads Vwe, Hwe Pei-ASCE 7 -01 Minimum Mnd Load per IBC 1609.1.2 Roof Shear: 78.3 plf 116.6 plf 2nd Floor: . 91.5 plf 85.0 pif Vwce, Hwee Ist Floor: 41.4 plf 40.0 plf Vr, fir Incremental End Horizontal Loads Roof Shear: 20.2 plf 2nd Floor: s30.2 plt' Vre, Hre 1st Floor: 14.2 plf Vie, Hle Vlee,Illee Vlf_2, 1-111 VII'e_2, IIIfe_2 Vlf 1, Illf I Vlfc_I,1111'e_1 Z W 2, D.. UQ W W CO) W W O. LL Q CO) _ d �W Z I-- H- O Z I- W � Q U O CO, 0 H W H LL, O .Z W CO O Z ' V I S S E R Project: 04 -121 . eN61N C[RINO 2 2E Client: Rcltabitat Lot iii Calculation Sheet Date: 7/20/04 4E Page: Title: Side Elevation ASCE 7 -02 Section 6.5: Analytical Procedure - Method 11 I j t Surface Wind Analysis lE 2 2E 3 3E 4 4E 0,55 Design Criteria: ASCE 7 -02 Section 6.5: Analytical Procedure - Method 11 I j -0.45 -0.58 -0.39 -0.53 Load Criteria: V: 85 mph wind speed Exposure: B :ONE 2/3 EOIINDARY ��_- i , - j,:l ` ! ` :.) �" - ' •.. ..'�•.•; `� ELF fi l'/ --r • •. :riy:"- �::.,.t_-_: (IE) n °• t =E "� Building Geometry: L: 37 feet =!' �'`' ; B: 32 feet f `�• ���:.:..`...� =_ hfl: 0 feet from grade to first Floor -6.28 -7.87 C4/ - 25.1185 - 31.4728 180 180 25.1 U.0 ht2: 8 feet from grade to second Floor hr: 17 feet from grade to roof cave i aE J' theta: 26.5651 degrees, roof pitch= 6 in 12 % o° f�` h: 21.1367 feet mean roof height from grade Design Procedure: Kd: 0.85 Wind Directionality Factor, ASCE 7 - I I ...._._„ ,__...._ ... l: 1 Importance Factor, ASCE 7- 02'Table 6 -1, (p. 73) Kz Q z =0: 0.7 Velocity Pressure Exposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) Kh: 0.70059 Velocity Pressure Exposure Coefficients, ASCE 7 -02 Table 6 -3, (p. 75) Kzt: 1 Topographical Factor GCpf: External Pressure Coefficients, ASCE 7 -02 Table 6 -10, (p. 56) GCpf: 0.18 Internal Pressure Coefficients, ASCE 7 -02 'fable 6 -5, (p. 49) qz Q z =0: 11.01 psf =0 .00256 *Kz *Kzt *Kd *Vclocity^2 *lw qh: 11.01 psf =0 .00256 *Kit *Kzt *Kd *Vclocity^2 *lw p: Design Wind Pressures =q (GCpf -Gcpi) Building Forces: Pressure Surface Force Summary (plt) z Location Area Pressure Width Force /ft angle Horizontal Vertical Windward 1st Floor 1 4.07 4 16.2879 0 16.3 0.0 Vwf 1,1 - Iwf I 0 Kz = 0.70 1 E 6.03 4 24.1 341 0 24.1 0.0 Vwfe_l, Hwfe_1 Windward 2nd Floor 1 4.08 8.5 34.641 0 34.G 0.0 Vwf 2, I - lwf 2 8 Kz = 0.70 1 E 6.04 8.5 51.3283 0 51.3 O.0 Vwfe_2, Hwfe_2 Windward Eave 1 4.07 4.5 18.3239 0 18.3 0.0 17 Kz =0.70 2 -3.07 8 - 24.5762 63.4349 -11.0 -22.0 General horizontal Loads Totals: 7.3 -22.0 Vwe, Hwe Pei-ASCE 7 -02 Minimum IViud Load per IBC 1609.1.2 1 E 6.03 4.5 27.1509 0 27.2 0.0 Roof Shear: 74.0 pIf 127.7 pIf 2E -4.08 8 - 32.6001 63.4349 -14.6 -29.2 2nd Floor: 87.6 pIf 85.0 pIf Totals: 12.G -29.2 Vwee, Hwee Ist Floor: 41.4 plf 40.0 pIf Ridge 2 -3.07 8 - 24.5762 63.4349 -11.0 -22.0 3 -6.90 8 - 55.2171 116.565 24.7 -49.4 Totals: 13.7 -71.4 Vr, I-Ir Incremental End horizontal Loads 2E -4.08 8 - 32.6001 63.4349 -14.6 -29.2 Roof Shear: 19.6 pIf 3E -8.42 8 - 67.3477 116.565 30.1 -60.2 2nd Floor: 30.2 pIf Totals: 15.5 -89.4 Vre, IIre Ist Floor: 14.2 pIf Leeward Gave 3 -6.90 8 - 55.2171 1 16.565 24.7 -49.4 4 -6.28 4.5 - 28.2583 180 28.3 0.0 Totals: 53.0 -49.4 Vle, Ille 3E -8.42 8 - 67.3477 116.565 30.1 -60,2 4E -7.87 4.5 - 35.407 180 35.4 0.0 'Totals: G5.5 -6U.2 Vice, Illee Leeward 2nd Floor 4 -6.28 8.5 - 53.3768 180 53.4 0.0 Vlf 2, Hif 2 4E -7.87 8.5 - 66.8798 180 GG.9 0.0 Vlfc_2, 1Ilfe_2 Vlf I, Hllf 1 Vire I, lllfe 1 Surface 1 lE 2 2E 3 3E 4 4E 0,55 0.73 -0.10 -0.19 -0.45 -0.58 -0.39 -0.53 Leeward 1st Floor 4 4E -6.28 -7.87 4 4 - 25.1185 - 31.4728 180 180 25.1 U.0 31.5 0.0 Surface 1 lE 2 2E 3 3E 4 4E 0,55 0.73 -0.10 -0.19 -0.45 -0.58 -0.39 -0.53 Surface 1 lE 2 2E 3 3E 4 4E 4.07 6.03 -3.07 -4.08 -6.90 -8.42 -6.28 -7.87 Z F- W Q � Q C JU UO W� N LL WO J !L Q N D. = W ' Z F.. 1- O Z F- W � Q U O N WW H LL O. W Z CO O ~' Z I I VI SSER Projcct: 04-121 NjR!! R I N G Clint: Rchabitat Lot #3 Calculation Sheet Ditc: 9/21/2004 Page: 1. 7, Thic: riooz; to.* ) L1.1r. 7 li -) ('ZO.di : 1.7 K Z JU W 00 CO 0 ca ui W J CO LL WO LQ co Cl LLI Z F- 0 Z I-. W W 5, com 0 a f-- W ui 0 0 z co 0 Z V 1 S S E R Bearing Walls tit Project: 04 -121 .. .�, ENCINCEM1INC 4 65 Client: Rehabirat Lot #3 p Calculation Sheet Date: 9/21/2004 i Page: Title L 200",% 3 4 Maximum Considered Earthquake, 5% Damped, at short periods, Ss: Seismic Loads Bearing Walls Light - framed walls with plywood sheathing 6.5 (Rcf 2003 IBC and ASCE 7-02) 4 65 0.02 Site Information Roof 20 psf Light - framed walls with steel sheets Site Location: Tukwila 3 4 Maximum Considered Earthquake, 5% Damped, at short periods, Ss: 1.25 Fa: 1.00 Sms: 1.25 Maximum Considered Earthquake, 5% Damped, at period of 1 second, S1: 0.5 Fv: 1.50 Sm1: 0.75 Site Class: D 0.02 0.75 Floor 0 PSI Light - framed walls with Bat strap bracing 4 2 3.5 Sdr 0.83 g 0.75 W 7.11 kelps 64.08 SdI. 0.50 g 5 2.5 Se/smtc Cat.. D 0.75 Special reinforced masonry shear walls Building Information 2.5 3.5 160 0.02 0.75 Design Special steel concentrically braced frames 6 Seismic Force RcsistingSystcm: 5 160 0.02 Catcgory'D' Carron 1Clascifirarinn R WO CA 14riahr Limit Cr x x Bearing Walls Light - framed walls with plywood sheathing 6.5 3 4 65 0.02 0.75 Roof 20 psf Light - framed walls with steel sheets 6 3 4 65 0.02 0.75 Floor 0 psf Light -framed walls with wallboard 2 2.5 2 35 0.02 0.75 Floor 0 PSI Light - framed walls with Bat strap bracing 4 2 3.5 65 0.02 0.75 W 7.11 kelps 64.08 V.• 0.913 k ps Special reinforced concrete shear walls 5 2.5 5 160 0.02 0.75 Special reinforced masonry shear walls 5 2.5 3.5 160 0.02 0.75 Building Frame Special steel concentrically braced frames 6 2 5 160 0.02 0.75 Special reinforced concrete shear walls 6 2.5 5 160 0.02 0.75 Special reinforced masonry shear walls 5.5 2.5 4 160 0.02 0.75 Moment Resisting Frames Special steel moment frames 8 3 5.5 No limit 0.028 0.8 Intermediate steel moment frames 4.5 3 4 35 0.028 0.8 Building Classification: licit- -famed wg& with plym"dsheadzing Cs= SdvR = 0.128 hn: 9 feet Approximate Fundamental Period, Ta: 0.1039 seconds k: 1 Level Unit Weight Tributary Area Wx Story Height, hx Wh"k Cvx Fx Vs Roof 20 psf 356 sf 7.12 kips 9 feet 64.08 1 0.913 Ides 0.913 kips Floor 0 psf 356 sf 0 kips 0 feet 0 0 0 Ides 0.913 kelps Floor 0 PSI 356 sf 0 kips 0 feet 0 0 0 AY 0.913 k W 7.11 kelps 64.08 V.• 0.913 k ps Redunrlanry Level r -max Ax rho-x Roof 0.5 356 sf l Floor 0.5 356 sf 1 Floor 0.5 356 sf 1 rho. I ASDD sign Combinadon Sumt - IBCSecdon 1605.3.1 oo� 7th.. I,etrl Fx Vx boa Z g 1 F'' �W UO to 0 W J N U. WD U- Q CO �W Z = F- O Z I- 2 D. U (3. Q CO CI W H � O • Z W to Z Roof 0.64 Ides 0.64 kips Floor 0.00 lips 0.64 kips Fkoor 0.00 kps 0.64 kip Z g 1 F'' �W UO to 0 W J N U. WD U- Q CO �W Z = F- O Z I- 2 D. U (3. Q CO CI W H � O • Z W to Z VI SSER ENGINEERING }r i . Simple Beam Design Beam Number: 1 Beam Length: 20 feet With snow and no HD F L O A "D III ill IGI 0 El SI I G UN Project: 04 -121 Client: RE-HABITAT LOT #3 Date: 9/23/2004 Page: 2.1 Dead Load: Unit Weight Beg. trib width End trib width Roof: 17 psf 1.5 eet 1.5 feet Floor: 12 psf 4.5 feet 4.5 feet DLL = 0.247 DSL = 0.213 DSL +LL = 0.459 Beam # 1 Wall beginning Wall ending Int. wall: 80 plf 0 feet 0 feet Ext. wall: 80 plf 0 feet 20 feet Beam Reactions: Dead Load Location Reaction Snow Load Beam # 1 4 feet 1453.5 pounds 2758 pounds Beam # HD 11.5 feet 0 pounds 6643 Beam # HD 19 feet 0 pounds Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 4.5 feet 4.5 feet Beam Reactions: Location Reaction Beam # 1 Beam # HD Beam # HD 4 feet 11.5 feet 19 feet 0 pounds 0 pounds 0 pounds Snow Load: unit weight Beg, trib width End trib width Roof: 25 psf 1.5 feet 1.5 feet DDL = 0.328 Beam Reactions: 650 psi 2,358 psi 240 psi 1,800,000 psi Location Reaction CF = 0.982716 CR = 1 Cfu = 1 CL = 0.999845 DLL = 0.247 DSL = 0.213 DSL +LL = 0.459 Beam # 1 4 feet 2137.5 pounds DTL = 0.787 Beam # HD 11.5 feet 0 pounds Required I N Beam # HD 19 feet 0 pounds Bearing Reactions Dead Load 0.1 Live Load Snow Load Total Length Beginning 2758 pounds 1800 poun 2085 poun s 6643 1.9 in. End 1886 pounds 1800 pounds 802.5 pounds 4488 1.35 in. Member Forces Dead +Live Dead +Live +Snow Maxinum Bending Moment: Maximum Shear:* 20730 ItAbs. 4233 lbs. 28509.9 t.- s. 6272 lbs. *Taken distanced' from support, subiect to NDS 3.4.3 Allowable Stresses Deflection (in.) Provided Secti Properties Cd = 1 Cd = 1.15 Modifiers DDL = 0.328 Bear g, perp to grain Bending, Fb Shear, Fv Elasticity, E 650 psi 2,358 psi 240 psi 1,800,000 psi 2,712 psi 276 psi 1,800,000 psi CF = 0.982716 CR = 1 Cfu = 1 CL = 0.999845 DLL = 0.247 DSL = 0.213 DSL +LL = 0.459 Limit U 360 U 240 DTL = 0.787 .�.,._ W. x,. .. f.�i •• +,.� t..LiS1.S�i..ifii}ju... ..Y�..,,4LL�lYSl/ "1' �,•,".�. �v' . y�: +L6wf�\13u5i.:Lw��uWs:2 Z 1 2 a , W J UO N CO W J = H CO LL W } O } �J LL Q N� = �W Z H F— O Z F— W W U� O- o H- W H( L —0 Iii z U= ~ O Z Required Section Properties Provided Secti Properties Area, A = Sect. Mod., S = Mom. of Iner., I = 1 3 4.08 in. 2 126.16 in. * 3 1,134.06 in. 4 Area, A = Section Modulus, S = 1 = 76.88 in. 2 192.19 in. 3 1441.41 in. ^ 4 Provide: - 5.125 x 15 Glu- lam,241 - -V4 P.T.: I N Flat: N Repetitive: N I Braced @ 0.1 ft spcing .�.,._ W. x,. .. f.�i •• +,.� t..LiS1.S�i..ifii}ju... ..Y�..,,4LL�lYSl/ "1' �,•,".�. �v' . y�: +L6wf�\13u5i.:Lw��uWs:2 Z 1 2 a , W J UO N CO W J = H CO LL W } O } �J LL Q N� = �W Z H F— O Z F— W W U� O- o H- W H( L —0 Iii z U= ~ O Z VISSER. Unit Weight Thu ,f ENGINEERING Simple Beam Design 17 psf Beam Number: 1 1.5 feet Beam Length: 20 feet 12 psf HD and without snow D I N Project: 04 -121 Client: REHABITAT LOT #3 Date: 9/23/2004 Page: 2 • l • Z Dead Load: Unit Weight Beg. trib width End trib width Roof: 17 psf 1.5 feet 1.5 feet Floor: 12 psf 4.5 feet 4.5 feet 5319 1.60 in. Wall beginning Wall ending Int. wall: 80 plf 0 feet 0 feet Ext. wall: 80 plf 0 feet 20 feet Beam Reactions: Braced ct Location Reaction Beam # 1 4 feet 1453.5 pounds Beam # HD 11.5 feet 0 pounds Beam # HD 19 feet 0 pounds live Load: Unit Weight Beg. trib width End trib width Floor: 40 PSI 4.5 feet 4.5 feet Beam Reactions: Location Reaction Beam # 1 Beam # HD Beam # HD 4 feet 11.5 feet 19 feet 0 pounds 0 pounds 0 pounds Snow Load: unit weight Beg. trib width End trib width Roof: 0 psf 1.5 feet 1.5 feet Beam Reactions: Locatio Re action Beam # 1 Beam # HD # 4 feet 11.5 feet 19 r- 0 pounds 2030 pounds 2030 d Rel it. 0' E S I G N Beam HD et - poun s Bearing Reactions Dead Load Dead +Live +Snow Live Load Snow Load Total I Length Beginning 2758 pounds Bear g, perp to grain Bending, Fb Shear, Fv Elasticity, El 1.800 poun s 761.25 pounds 5319 1.60 in. End 1886 pounds DTI_ = 0.757 1800 pounds - 761.25 pounds 2924 0.88 in. Flat: N Repetitive: N Braced ct 0.1 Member Forces Dead +Live Dead +Live +Snow Maxinum Bending Moment: Maadmum Shear:* 20730 t.- s. 4233 lbs. 28522.05 It.-tbs. 4995 lbs. *Taken distanced' from suonort, subiect to NDS 3.4.3 Allowable Stresses Deflection (in.) Cd = 1 Cd = 1.6 Modifiers DDL = 0.328 Bear g, perp to grain Bending, Fb Shear, Fv Elasticity, El 650 psi 2,358 psi 240 psi 1,800,000 psi 3,773 psi 384 psi 1,800,000 psi CF = 0.982716 CR = 1 Cfu = 1 CL = 0.999845 DLL = 0.247 DSL = 0.183 1 DSL +LI_ = 0.43 Limit U 360 U 240 DTI_ = 0.757 Z =Z �W QQ J UO CO) CO UJ J = H NLL WO LL Q CO) = �W Z I— F- O Z H W U� ON 0 t— WW LL O W Z UN O� Z Required Section Properties Provided Section Properties Area, A = Sect. Mod., S = Mom. of Iner., 1 = 26.46 in. 2 105.49 in. ^ 3 1,091.37 in. ^ 4 Area, A = Section Modulus, S = 1 = 76.88 in. 2 192.19 in. ^ 3 1441.41 in. ^ 4 Provide: - 5.125 x 15 Glu- 1am,24F -V4 P.T.: I N Flat: N Repetitive: N Braced ct 0.1 ft spcing Z =Z �W QQ J UO CO) CO UJ J = H NLL WO LL Q CO) = �W Z I— F- O Z H W U� ON 0 t— WW LL O W Z UN O� Z VISSER ENGINEERING Simple Beam Design Beam Number: 1 Beam Length: 20 feet Reversed HD and no snow n FPM I17M fi■ naE C91 ■ W E SI I G tol Project: 04 -121 Client: REHABITAT LOT #3 Date: 9/23/2004 Page: Z • l • 3 Dead Load: Unit Weight Beg. trib width End trib width Roof: 17 psf 1.5 feet 1.5 feet Floor: 12 psf 4.5 feet 4.5 feet Live Load Limit Wall beginning Wall ending Int. wall: 80 plf 0 feet 0 feet Ext. wall: 80 plf 0 feet 20 feet Beam Reactions: [traced @ Location Reaction Beam # 1 4 feet 1453.5 pounds Beam # HD 11.5 feet 0 pounds Beam # HD 19 feet 0 pounds Live Load: Unit Weight Beg, trib width End trib width Floor: 40 psf 4.5 feet 4.5 feet Beam Reactions: Location Reaction Beam # 1 Beam # HD Beam # HD 4 feet 11.5 feet 19 feet 0 pounds 0 pounds 0 pounds Snow Load: unit weight Beg. trib width End trib width Requirec Bearing Roof 0 psf 1.5 feet 1.5 feet Beam Reactions: Location Reaction Beam # 1 4 feet 0 pounds Beam # HD 11.5 feet -2030 pounds Beam # HD 19 feet 2030 pounds Bearg, perp to grain Bending, Fb Shear, Fv Elasticity, E Reactions Dead Load CF = 0.982716 CR = 1 Cfu = 1 CL = 0.999845 Live Load Limit Snow Load Total Length Beginning End 2758 pounds 1886 pounds P.T.: 1800 pounds 1800 pounds Flat: - 761.25 poun s 7 61.25 pounds 3797 4447 1.14 in. 1.33 in. [traced @ 0.1 ft spring Member Forces Dead +Live Dead +Live +Snow Maxinum Bending Moment: Maximum Shear:* 20730 t.- s. 4233 lbs. 14624.35 ItAbs. 4123 lbs. *Taken distanced' from suboort, subiect to NDS 3.4.3 Allowable Stresses Deflection (in.) Provided Section Properties Cd = 1 Cd = 1.6 Modifiers DDL = 0.328 Bearg, perp to grain Bending, Fb Shear, Fv Elasticity, E 650 psi 2,358 psi 240 psi 1,800,000 psi 3,773 psi 384 psi 1,800,000 psi CF = 0.982716 CR = 1 Cfu = 1 CL = 0.999845 DLL = 0.247 DSL = 0.183 DSL +LL = 0.43 Limit U 360 U 240 DTL = 0.757 Z �Z W JU 0 N CO W J = H NU- WO 9-J U- Q N� = �W Z = H F— O W H W U� ON OH WW F- LLO 111 Z CO O Z Required Section Properties Provided Section Properties Area, A = Sect. Mod., S = Mom. of Iner., f = 2 .46 in. R 2 105.49 in. ^ 3 1,091.37 in. 4 Area, A = Section Modulus, S = i = 76.88 in. M 2 192.19 in. ^ 3 1441.41 in. ^ 4 Provide: - 5,125 x 15 Glu- lam,24F -V4 P.T.: I N Flat: N Repetitive: N [traced @ 0.1 ft spring Z �Z W JU 0 N CO W J = H NU- WO 9-J U- Q N� = �W Z = H F— O W H W U� ON OH WW F- LLO 111 Z CO O Z VISSER ENGINEERING ... ... ... .... ....._ ....... ........._......... a i Simple Beam Design Beam Number: 1 Beam Length: 20 feet HD with snow LI w Al M ll NI GI i D i I I E i I i S I f G M i I N i Project: 04 -121 Client: REHABITAT LOT #3 Date: 9/23/2004 Page: Z A . `I Dead Load: Unit Weight Beg. trib width End trib width Roof: 17 psf 1.5 feet 1.5 feet Floor: 12 psf 4.5 feet 4.5 feet CF = 0.982716 CR = 1 Cfu = 1 CL = 0.999845 Location Reaction Wall beginning Wall ending Int. wall: 80 plf 0 feet 0 feet Ext. wall: 80 plf 0 feet 20 feet Beam Reactions: N Location Reaction 19 feet -2030 pounds Beam # 1 4 feet 1453.5 pounds Beam # HD 11.5 feet 0 pounds Reactions Beam # HD 19 feet 0 pounds Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 4.5 feet 4.5 feet Beam Reactions: Location Reaction Beam # 1 Beam # HD Beam # HD 4 feet 11.5 feet 19 feet 0 pounds 0 pounds 0 pounds Member Forces Snow Load: unit weight Beg. trib width End trib width 20730 ItAbs. 4233 lbs. 35440 it.-lbs. 7033 lbs. Roof: 25 psf 1.5 feet 1.5 feet Bearg, perp to grain Bending, Fb Shear, Fv Elasticity, E 650 psi 2,358 psi 240 psi 1,800,000 psi Beam Reactions: CF = 0.982716 CR = 1 Cfu = 1 CL = 0.999845 Location Reaction Limit L/ 360 U 240 DTL = 0.968 Beam # 1 4 feet 2137.5 pounds P.T.: I N Beam # HD 11.5 feet 2030 pounds Required N I Braced @ Beam # HD 19 feet -2030 pounds Bearing Reactions Dead Load Live Load Snow Load Total Length Beginning 2758 pounds 1800 pounds 2846.25 poun s 2.22 in. End 1886 pounds 1800 pounds 41.25 pounds 1 .7404 3727 1'.12: in. Member Forces Dead +Live Dead +Live +Snow Maxinum Bending Moment: Maximum Shear:* 20730 ItAbs. 4233 lbs. 35440 it.-lbs. 7033 lbs. *Taken distanced' from support, subject to NDS 3.4.3 Allowable Stresses Deflection (in.) Provided Section Properties Cd = 1 Cd = 1.6 Modifiers DDL = 0.328 Bearg, perp to grain Bending, Fb Shear, Fv Elasticity, E 650 psi 2,358 psi 240 psi 1,800,000 psi 3,773 psi 384 psi 1 1,800,000 psi CF = 0.982716 CR = 1 Cfu = 1 CL = 0.999845 DLL = 0.247 DSL = 0.394 DSL +LL = 0.64 Limit L/ 360 U 240 DTL = 0.968 Z fr '~ W JU U to Oo. W= H CO LL WO �aa LL Q = �W Z I- 1— O Z F— W U� O- OH W F- �. LL lU Z U= OF- Z Required Section Properties Provided Section Properties Area, A = Sect. Mod., S Mom. of Iner., I = 1 . 27.47, in. R 2 A 112.72 in. ^ 3 1,395.39 in.'s 4 Area, A = Section Modulus, S = l = 76.88 in.^ 2 192.19 in. ^ 3 1441.41 in. ^ 4 Provide: - 5.125 x 15 Glu- lam,24F -V4 P.T.: I N Flat: I N I Repetitive: N I Braced @ 0.1 ft spcing Z fr '~ W JU U to Oo. W= H CO LL WO �aa LL Q = �W Z I- 1— O Z F— W U� O- OH W F- �. LL lU Z U= OF- Z VISSER vw V. ENGI NEERINC Simple Beam Design Beam Number: 1 Beam Length: 20 feet Reversed HD with snow L Eel ■ /;1 1i' I fill G ID E SI II GI NI Project: 04 -121 Client: REHABITAT LOT #3 Date: 9/23/2004 Page: Z, • (• Dead Load: Unit Weight Beg. Crib width End crib width Roof: 17 psf 1.5 feet 1.5 feet Floor: 12 psf 4.5 feet 4.5 feet DLL = 0.247 DSL = 0.042 DSL +LL = 0.278 Beam # 1 Wall beginning Wall ending Int. wall: 80 plf 0 feet 0 feet Ext. wall: 80 plf 0 feet 20 feet Bcam Reactions: Reactions Location Reaction Live Load Beam # 1 4 feet 1453.5 pounds Beam # HD 11.5 feet 0 pounds 1800 pounds Beam # HD 19 feet 0 pounds Live Load: Unit Weight Beg. trib width End trib width Floor: 40 psf 4.5 feet 4.5 feet Beam Reactions: Location Reaction Beam # 1 Beam # HD Beam # HD 4 feet 11.5 feet 19 feet 0 pounds 0 pounds 0 pounds Snow Load: unit weight Beg. trio width End trib width Maxmnum Bending Moment: Maximum Shear:* Roof: 25 psf 1.5 feet 1.5 feet DDL = 0.328 Beam Reactions: 650 psi 2,358 psi 240 psi 1,800,000 psi Location Reaction CF = 0.982716 CR = 1 Cfu = 1 CL = 0.999845 DLL = 0.247 DSL = 0.042 DSL +LL = 0.278 Beam # 1 4 feet 2137.5 pounds DTL = 0.605 Beam # HD 11.5 feet -2030 pounds Requirec Beam # HD 19 feet 2030 pounds Bearing Reactions Dead Load Live Load Snow Load Total Length Beginning 2758 pounds 1800 pounds 1323.75 pounds 5882 1 1.77 in. End 1886 hounds 1800 pounds 1563.75 pounds 5249 1.58 in. Member Forces Dead +Live Dead +Live +Snow Maxmnum Bending Moment: Maximum Shear:* 20730 it. 4233 lbs. 23116.8 ItAbs. 5510 lbs. *Taken distance V from support, subiect to NDS 3.4.3 Allowable Stresses Deflection (in.) Area, A = 26.46, in. 2 Cd = 1 Cd = 1.6 Modifiers DDL = 0.328 Bearg, peril to grain Bending, Fb Shear, Fv Elasticity, E 650 psi 2,358 psi 240 psi 1,800,000 psi 3,773 psi 384 psi 1,800,000 psi CF = 0.982716 CR = 1 Cfu = 1 CL = 0.999845 DLL = 0.247 DSL = 0.042 DSL +LL = 0.278 Limit L/ 360 U 240 DTL = 0.605 Required Section Properties Provided Section Properties Area, A = 26.46, in. 2 Area, A = 76.88 in. 2 Sect. Mod., S = 105.49 in. 3 Section Modulus, S = 192.19 in. ^ 3 Mom. of lner., 1 = 872.73 in. ^ 4 1 = 1441.41 in. ^ 4 z ;= z ul QQ UO ND CO W J H CO LL WO 9Q c = �W z� F— O z F-- �5 U ON 0 F-- WW H u' O 111 z CO O F— z Provide: - 5.125 x 15 Glu- lam,24F -V4 P.T.; I N Flat: N Repetitive: N I Braced @ 0.1 ft spcing z ;= z ul QQ UO ND CO W J H CO LL WO 9Q c = �W z� F— O z F-- �5 U ON 0 F-- WW H u' O 111 z CO O F— z .J b i 1 i UPPER FLOOR PLAN 4 i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. v v s S / Q� °1 2 f t u Z. i I s-:? * �vz (04.4 P-4 L•23 UPPER FLOOR PLAN &RNI V4'=I'-O' W r-il :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE, QUALITY OF THE DOCUMENT., �� G f l*j .? � ;'' qty«. � .. 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VI SSER ENGINEERING Shear Wall Design Wind Project: 04 -121 Client: Rehabitat Lot #3 Date: 9/21/2004 Page: 3.q. k Wall # 1 Length = 29.00 feet feet Upper West Height = 8.00 feet 8.00 feet Lateral Load: Lateral Load: 0o : 2171 tbs. + 0 tbs. = 2171 tbs. Floor: 0 lbs. + 0 tbs. = 0 lbs. Floor: 0 lbs. + 0 tbs. = 0 tbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. lbs. Floor: 0 lbs. + 2171 lbs. Wall Design: lbs. Shear Stress = = 75 plf. Wall Design: Overturning Moment = VH = 17368 ft-lbs. Uplift = VH/L = 599 lbs. + 0 lbs. = 599 lbs. Provide Number 1 shear panel. ft -lbs. Wall # 21 Length = 21.90 feet feet Lower West Height = 8.00 feet 8.00 feet Lateral Load: Lateral Load: R oof 2177lbs. + 0 tbs. = 2171 tbs. Floor: 1613 lbs. + 0 lbs. = 1613 tbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. lbs. Floor: 0 lbs. + 3784 lbs. Wall Design: lbs. Shear Stress = - 173 plf. Wall Design: Overturning Moment = VH = 30272 ft -Ibs. Uplift = VH/L = 1382 lbs. + 0 lbs. = 1382 tbs. Provide Number 1 shear panel. ft -lbs. Wall # 31 Length = 6.00 feet feet Upper East Height = 8.00 feet 8.00 feet L atera l Load: Lateral Load: R oof: 2171 tbs. + 0 tbs. = Roof: s. Floor: 0 lbs. + 0 lbs. = 0 tbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. lbs. Floor: 0 lbs. + 2171 lbs. Wall Design: lbs. Sh ear Stress = = 362 plf. Wall Design: Overturning Moment = VH = 17368 ft -ibs. Uplift = VH/L = 2895 lbs. + 0 lbs. = 2895 lbs. Provide Number 3 shear panel. ft -lbs. Wall # 41 Length = 6.00 feet Lower East Height = 8.00 feet Lateral Load: Roof: 2171 lbs. + 0 lbs. = 2171 lbs. Floor: 1613 tbs. + 0 lbs. = 1613 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. 3784 tbs. Wall Design: Shear Stress = V/L = 631 plf. Overturning Moment = VH = 30272 ft -lbs. Uplift = VH/L = 5045 lbs. + 2895 tbs. = 7940 lbs. Provide Number 5 shear panel. MST48 MST _—� L'5 0V/4STND-3 RS �z �- RMIRR N/A HD10A Z z W � aa 2 JU� U ND J = H �LL W } O } �J U- Q U =) = �W Z H E- O Z 1- W W U O� O t-- WW H� �O .Z w U= O~ Z P J a 1 1 V1 SSE R Ik ENG1t ttt N Shear Wall Design Wind Wall # 5 Length = 8.50 feet feet Upper North Height = 8.00 feet 8.00 feet Lateral Load: Lateral Load: Roof. 2157 lbs. + 0 lbs. = 2157 lbs. Floor: lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. lbs. Floor: 0 lbs. + 2157 lbs. Wall Design: lbs. Shear Stress = 254 p t. Wall Design: Overturning Moment = VH = 17256 ft -lbs. Uplift = VH/L = 2030 lbs. + 0 lbs. = 2030 lbs. Provide Number 2 shear panel. ft -lbs. Wall # 6 Length = 6.90 feet feet Lower North Height = 8.00 feet 8.00 feet Lateral oa : Lateral Load: 00 : 2157 lbs. + 0 lbs. = 2157 lbs. Floor: 1908 lbs. + 0 lbs. = 1908 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. lbs. Floor: 0 lbs. + 4065 lbs. Wall Design: lbs. Shear Stress = = 589 plf. Wall Design: Overturning Moment = VH = 32520 ft -lbs. Uplift = VH/L = 4713 lbs. + 2030 lbs. = 6743 lbs. Provide Number 4 shear panel. ft -lbs. Wall # 7 Length = 23.50 feet feet Upper South Height = 8.00 feet 8.00 feet Lateral Load: Lateral Load: R oof 2157 lbs. + 0 lbs. = 2157 tbs. Floor: lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. lbs. Floor: 0 lbs. + 2157 lbs. Wall Design: lbs. Shear Stress = - 92 plf. Wall Design: Overturning Moment = VH = 17256 ft -lbs. Uplift = VWL = 734 lbs. + 0 tbs. = 734 lbs. Provide Number 1 shear panel. ft -lbs. Wall # 8 Length = 12.20 feet Lower South Height = 8.00 feet Lateral Load: Roof: 2157 lbs. + 0 lbs. = 2157 lbs. Floor: 1908 lbs. + 0 lbs. = 1908 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. 4065 lbs. Wall Design: Shear Stress = V/L = 333 pif. Overturning Moment = VH = 32520 ft -lbs. Uplift = VH/L = 2666 lbs. + 734 lbs. = 3400 lbs. Provide Number 2 shear panel. Project: 04 -121 Client: Rehabitat Lot #3 Date: 9/21/2004 Page: 3 .4- Z eA N/A D10A MST HD2A H OO S t"( 14 A Y'kD l �l 2 � 0 Z Z �W Q om. JU UO N CO) Lu W = H CO LL WO L L CO = CY l.. W Z H F- O Z F- �5 D O. ON OH WW H Ly LL —0 . Z • W U= Z VI SSER �....N ENG I N EERI N Shear Wall Design Wind 1 Project: 04 -121 Client: Rehabitat Lot #3 Date: 9/21/2004 Page: 3.4.3 Wall # I Length = 21.90 feet 2- ..8.0. -.- feet Living Room East Height = 8.00 feet Living Room North Height = Lateral Load: feet R oof: s. + 0 Ibs. = 932 l Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. 0 lbs. 932 lbs. Wall Design: lbs. = 0 lbs. Shear Stress = – 43 p . 0 lbs. = Overturning Moment = VH = 7456 ft -lbs. Uplift = VH /L = 340 lbs. + 0 lbs. = 340 lbs. Provide Number 1 shear panel. ri.I Wall # Length = 4.40 feet 2- ..8.0. -.- feet Living Room South Height = 8.00 feet Living Room North Height = L ateral Load: feet R oof. 1506 lbs. + 0 lbs. = 1506 IFT Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. 0 lbs. 1506 lbs. Wall Design: lbs. = 0 lbs. Sh ear Stress = = 342 plf. 0 lbs. = Overturning Moment = VH = 12048 ft -lbs. Uplift = VH /L = 2738 lbs. + 0 lbs. = 2738 lbs. Provide Number 2 shear panel. _ ii Wall # Length = 2- ..8.0. -.- feet Living Room North Height = 8.00 feet Lateral Load: oo : 1506 Ibs. + 0 lbs. = 1506 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. Floor: 0 lbs. + 0 lbs. = 0 lbs. 1506 lbs. Wall Design: Shear Stress = = 538 plf. Overturning Moment = VH = 12048 ft -lbs. Uplift = VH /L = 4303 lbs. + 0 lbs. = 4303 lbs. ?ro ,j U A/v,ti,b h $ MST48 GSTH DDS/ LST14 D S MST60 S T�'DI yR5 MST72 -I D8 Use a No. o I� z ;3: z �w �U 00 ND CO w �� LO LL w LQ = �w Z I— F- O w ~ W U� O� o t-- ww u-- O ..z w CO 0 O z jo Da • , � , 4 79.26 -SS / 8004240503 A� �o / w / l / 261320 OSTO .J f !02366x3 J j J 0045 / 94 p Z p2. 2 p 13300 0s •206 -d0 #5 16. a Oi7'6' 7500. #s 01.18 om 5 4 16920x5 3400 #s 12580 10000 s Oi70 0183 OtTS 0189 ' OOOO;.E 125,80`+ 16920�►st,' 0153 .1. X90 M 163 S 136TH ST 1 I 3� I e. 6� 4,0 3, 20 1.0 I I 0080 3011 i !13920# 7200# 72004 00555 C040 72000 7200M. .. S ' ' 008,5 MOB 7200# O= 0030 I i � • \ 0035 J 2�0 6, VOL a -• a6 �o u 6922_ #" 0021 i20 ° •< r a -ZO S 31.#7 F / I :b' r, Z �W 4 � UO UD J ~ NLL WO L Q co D �.. W_ Z H Z O 5 U D I— W H U 0 Z Cl) o H O Z .XQW,� ts .4ri 7r z U3 E (b X x Lo fi b) L" L ► 7r E p E U Z (P u O CIZI m T o Zi eafto _0 c-- W co-4 r — c c:) C- Z57 0 No cza cn P.. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1. 1 A A A A A A <A 'A A 1 s H. A NO FOOTINGS OF STRUCTURES (INCLUDING OTHER NO STRUCTURES, ROADWAYS, OR PARKING LOTS IN THIS AREA. ROCKERIES) MIN. 16' 2 O( R FLA TTER) _ .... 4' MAX. HEIGHT 6 — — 1' MIN. CATCH BASIN OR DAYLIGHT TO DITCH UNDISTURBED OUTLET PIPE . SOIL FREE•ORAINING BACKFILL: MIN. 12' WIDE LAYER OF 2'-4' QUARRY SPALLS ADJACENT TO ROCKERY. STABLE CUT FACE IN NATIVE MATERIAL V DIAMETER WASHED GRAVEL: MIN. 6' COVER OVER PIPE: MIN. 2' GRAVEL UNDER PIPE. 12' WIOE MIN. 4' DIAMETER PERF. PVC, SDR 35 PIPE/ AASHTO M278/ ASTM 3034: MIN. 1% CONTINUOUS SLOPE TO OUTLET: PIPE WRAPPED IN FILTER FABRIC (MIRAFI OR EQUIVALENT) 2' DIAMETER STANDARD STEEL PIPE RAILING WITH WELDED JOINTS HOT -DIP GALVANIZED, ASTMA 3. 12' ORNAMENTAL IRON HANDRAIL MAY ALSO BE PERMITTED WITH CITY ENGINEER APPROVAL. 10' POST TO POST SPACING 12' WITH SLIP FIT EXPANSION JOINTS. NON - SHRINK GROUT 4' DIAMETER GALVANIZED 1r (MOUND TO DRAIN) /_ STEEL SLEEVE SEE ABOVE FOR ROCKERY DETAILS NOTES: PLACE PIPE BETWEEN ROCKS TO AVOID WEIGHT. VIEW FACING ROCKERY AND OUTLET PIPE ' 1' MIN. 1. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FT. 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW. 3. 'ROCKERIES ARE EROSION CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE MATERIAL MUST BE STABLE AND FREE - STANDING IN CUT FACE. 4. IMPROVED WALKING SURFACES ABOVE AND ADJACENT TO ROCKERIES OVER 30" IN HEIGHT SHALL BE PROTECTED BY A RAIL CONFORMING TO UBC 1711. 5. BASE ROCK IS 2 -MAN MINIMUM. (2 MAN ROCK = 200 -700 LB 18 " -28 ") 6. SHOP DRAWING FOR ALL RAILING MUST BE CITY APPROVED PRIOR TO FABRICATION. NOT TO SCALE la14 ROCKERY & SIDEWALK m ot Ci Of W/ SAFETY RAIL ° SHEET RS -05 x ��.1108. Tukwila REVISION 91: 08.03 APPROVAL B. SHELTON Now•. r,u�ts e�cx -.. t:�rr..•mmstg,•r iY��..S «�..,.<.,. - - - -..� 1 1� Z �'- W q � W � , UO W = H co LL WO LL Co co n = W z� W W U co o W W LL Z LLi co O H Z T YPICAL 2X EXTERIOR WALL: .FINISH PER ELEVATION OVER 1" BUILDING, PAPER AIR INFILTRATION BARRIER a 1/2" SHEATHING 2x STUDS PRT PLAN 9 16" o.c. BATT INSULATION PER PLAN 1/2" GYPSUM BOARD 2X BOTTOM PLATE 1 1/4" X S 1/2" LSL TIMBERSTRAND RIM BOARD R�Vt�MptI APACE CODE 00 A BASEBOARD ..-�' Otly C) 1� _ TYPICAL I -JOIST J R S S?EI7I:: 3/4" T4G OBB SUB 9 1/2" TA FLOOR JOISTS 0 I6" o.c. W/ FULL BLOCK WHERE REQ'D 1/2" DRYWALL CORRECTION 8" FOUNDATION WALL LTR #� Z>oq'.3i r Z i� Z W _3 UO �O J � N U. WO u. W ? H W O' W � Q U O N oII.- W F- !L O Z. W U_N F- Z WEATHER TIGHT CAULKING o 4 L ' - FILL VOID WITH BATT INSULATION 4 ° 2X P.T. SILL PLATE W/ ANCHOR BOLTS 4 2 "X2 "X.3/16" WASHERS PER SHEAR WALL sr-HE 12" MAX. 4 4 1/2" MIN, FROM ENDS 4 1" EMBEDMENT. (ELSEWHERE USE 5/8" DIA. 10" A.B. W/ 2 "X2" X3116" L WASHERS FASTENED TO FOUNDATION WALL AT 48 "O.C. I= — -_ —_ TYPICAL 8" CONCRETE WALL: y EXTENT OF I v ^ v 8" CONCRETE EXCAVATION ` DAMPROOFING III ^ 2X STUDS PER PLAN s 16" O.C. BACKFILL — v ^ ` v R21 BATT INSULATION ` • - =III AIR /VAPOR BARRIER TIGHTLINE STORM DRAIN I ^ I/2" DRYWALL l4" S DR35) I I v II v � BOTTOM PLATE _ I IIIIII SAND STOP ' — ^ ^ " " ^ III = I v - - - - - -- " M e� O O CONCRETE v ^ v ^ �" v FOOTING ` v ` 4" GRANULAR FILL " •0 v v ^ " v 6MIL. POLY VAPOR BARRIER 6" GRAVEL (MINIMUM) ON 4" POURED CONCRETE SLAB 4" DIA. WEEPING TILE RECE IVED 0 4 REINFORCING BAR ('IT' OF IKWII A VERTICAL a 18" O.C, W/ NOV ALTERNATE BENDS 4 N 0 9 2004 HORIZONTAL o 10" O.C. PERMIT CENTER 2) 0 4 REINFORCING 4" 8" y 4" BAR CONTINUOUS CORRECTION 8" FOUNDATION WALL LTR #� Z>oq'.3i r Z i� Z W _3 UO �O J � N U. WO u. W ? H W O' W � Q U O N oII.- W F- !L O Z. W U_N F- Z ql� -ho4 ':4qo 8'£O L awnlon qo Z5 awn1 118t gjdaa «8t gjdaQ «ZL gj6ua- 119£ gj6ua «t'Z ,tZ �a�awe!Q eajy snows wl 10 ; S 000 Z a tieuevq 611 1 9/\A a � easy sno!/ua wl 1O - s 000 L a euew M o1 IIa C] b31N30.Uw83d # "1' MUG 0 G A0� NOI �3��0� VILM31 . do ula a3A13D3d 'UIW - Ulw ' � olagej aatl!j adld OAd TIP It u!W I!osdo 1 'UIw u1se8 gojeo DS ys9N auld 4 Mold .— Mool8 useldS �00oj u!eaa PayseM «£ Old PaddeO Z/ L 4l!M PHU It X '9 X 'Z «L qT!M 910H 10 JGIUGO �Jew 10 " Q�� Q S N01133 «- 1 ANG i M01 1nodsumoa joo�j NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY_ OF THE DOCUMENT. 3 S: n r i O' H' r BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION . PWmay adjust estimated fees PROJECT NAME ` /Lye PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, . Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250(l) 2. Enter total construction cost for each improvement category: General -_ Erosion prevention sao Water Q. SGb Sewer � 000 3. Cn Storm water bo C AFC Road /Parking /Access �Ok A. Total Improvements Calculate improvement -based fees: B. 2.5% of first $100,000 of A. P FR,� jtrc � C. 2.0% of amount over $100,000, MTF but less than $200,000 of A. _ D. 1.5% of amount over $200,000 of A. TOTAL PLAN REVIEW FEE (B +C +D) 5. GRADING Plan Review and Permit Fees $ 7.00 (5) Enter total excavation volume 130 cubic yards Enter total fill volume /3L> cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. 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. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION ( + + $ T -- - 00 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with t e 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 Revised 06.07.04 N q0V 3i(0 VA z Z �w QQ J UO D w� �LL w g U? Cf F-w z� E- O w �� U ON D�_ wW u. O w z U= 0 z w y ,. `I< BULLETIN A2 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 Al 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 $ (9) $ Total A through G $ i (10) 50 DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 30� 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. VVo s Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 1 z . '~ w WW u�D . U O N J = �LL w O 9 E LL ¢. cl) = a. �w z H ZO U� O -. O F— = w. �U U L . Z . W P M, , O� Z 5 1� � r , w gsy iZ \• February 28, 2005 Mr. Chad Detwiller 563916 1h Avenue SW Seattle, WA 98106 1-, City of Tukwila Steven M. Mullet, Mayor. Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 to REVISION #2 Development Permit Application Number D04 -316 Rehabitat Northwest —13542 Macadam Road South Dear Chad: 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 Building Department. At this time, the Planning, Public Works and Fire Departments have no comments. Building Department: Allen Johannessen, at (206) 433 -7163, if you have 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. 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 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. D04 - 316 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ZZ Q Z �w QQ JU U N o CO) 3 J C- to U w J U. U� V CY �w z t•- F- O Z F— w uj Do U ON o �- w �0 ..Z w UN O ff. Z Building Division Review Memo z Date: February 25, 2005 ° . Project Name: Rehabitat Northwest Lot 2 00' Permit #: D04 -316 ° CO Plan Review: Allen Johannessen, Plans Examiner CA U- 0 . A Building Division plan review has been conducted on the subject permit application. 2 Please address the following comments in an itemized format with revised plans, I Q. specifications and /or other applicable documentation. CO a. 1. Provide details of the concrete porch where sets on top of the concrete columns indicated Ui Z in the revision # (2). F 3: p 2. Show detail of the steel reinforcing bar (R. B.) layout, how the steel ties together, show Z r- w w how (R. B.) connected porch to the foundation and concrete piers. D o o Co. Should there be questions concerning the above requirements, contact the Building Division at = w 206- 431 -3670. No further comments at this time. u —' O ui Z U Co. O Z •�11/ 1908 December 8, 2004 C ity of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Chad Detwiller 5639 16`" Avenue South Seattle, WA 98106 RE: CORRECTION LETTER #3 Development Permit Application Number D04 -316 Rehabitat Northwest, Inc. - Lot 3 -13542 Macadam Road South Dear Chad: 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 tune and reflected on your drawings. I have enclosed continents from the Building Department. At this time, the Fire, Public Works and Planning Department have no comments. Building Department: Allen Johannessen, at (206) 433 -7163, is you have 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. 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 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. D04 - 316 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax. 206 - 431.3665 Z �Z � JU U 0' Uo J = TLL w� LL ¢ (0 d = w Z �. HO Z E- w W U O S 0 I-- WW XU LL 0 w Z U= O Z A { <i t , Building Division Review Memo Date: December 2, 2004 Project Name: Rehabitat Northwest Lotx.3 Permit #: D04 -316 Plan Review: Allen Johannessen, Plans Examiner A Building Division plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. Shear wall specifications are not indicated on the plans. Shear wall specifications shall accurately cross reference with the engineer spec sheet. Sheer walls need to be shown on the plans by some kind of (SW) symbol, show on a sheer -wall schedule on the plans and be able to reference with the engineer specs or notes. Engineer specs do not effectively reference which walls specifications apply too. 2.. Engineer specs are not clear about beam information and their referenced locations on the plans. 3. Hold downs, straps and other related information need to show on plans. Also, reference to a schedule shown on the plans. Foundation need show hold downs and reference to a schedule. 4. Need door and window schedule shown on plans with all information for energy code and egress compliance. 5. Site plan notes in general, especially the grade elevations are not legible (need larger font size). Same situation with some notes on page A 5 details. On the General notes page A 6, shall indicate "All the requirements of the 2003 IBC" (2004 is shown). Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. • Page 1 Z w UQ to U) UJI J 3: N w J U— = w �_ Z �- � o Z t- W5 U� o �'. oIr- w LL o .. Z. CO P Z w O;= Q' =.. 190E November 24, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Chad Detwiller 5639 16' Avenue South Seattle, WA 98106 RE: CORRECTION LETTER #2 Development Permit Application Number D04 -316 Rehabitat Northwest — Lot 3 —13542 Macadam Road South Dear Chad: 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 Building Department. At this time, the Fire, Public Works and Planning Departments have no comment. BuildinE Department: Allen Johannessen, at 206 443 -7163, if you have questions concerning 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. 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 throuwh the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, y0 Stefania Spencer Permit Technician encl xc: File No. D04 -316 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 ;H W �D. • JU U N � J H Nw w J LL CY �w z� F— O Z F— w LU �o U .O C D !— ww F- u. O W Z U N O Z Building Division Review Memo Date: November 17, 2004 Project Name: Rehabitat Northwest Permit #: D04 -316 Plan Review: Allen Johannessen, Plans Examiner A Building Division plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. Please provide adequate site plan showing street and street access to property. Show house located on site in relation to property lines showing setback measurements to the property line. Show utility service line to property (Submit with each set of plans). 2. Please show a detail of all roof water drainage and footing drainage on the plans. Any over flow from drain field should not be able to flow back in line with the top of the basement footing. IRC#405.1. Also show the detail of FOUNDATION WATERPROOFING and DAMPPROOFING RE: IRC #R406.1 3. Rockery retaining walls over 4 feet will need a separate permit and appropriate wall design. Engineering may be needed depending on height of wall See IRC #R404.1.7, IRC #R404.1.8, IRC #R606.2.2 4. Show grade lines in relation to elevation details and correlate with the site plans. Along with this, show the applicable reference to the window wells. Indicate the type of window wells and their compliance to the 2003 IRC codes. R310.2 &R310.4. 5. Plans need to show detail reference (Structural page) of the I -Joist BCI 400 and the allowable lengths per size joist. On the page (Basement floor plan) the span appears to exceed, 17' span over bathroom area. The plans are unclear as to actual bearing point of the joists span and their direction; please clarify. The structural details only show 2x joist references. - -' - - -- - - - - -- - - -1 -- - -- - - -- - --'- -_- C__ 1_ _u -_ 1 1 - -I-- 11r%r'w Ir M n 1 11 /1--j- Z Q �w L L JU UO (/) C0 LLJ J �w wo L? � =w z� �O Z E-- 2-9 0 D C1 ON o i,- wW F- u. O .Z U= Z T Building Division Review Memo Date: November 17, 2004 Project Name: Rehabitat Northwest Permit #: D04 -316 Plan Review: Allen Johannessen, Plans Examiner A Building Division plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. Please provide adequate site plan showing street and street access to property. Show house located on site in relation to property lines showing setback measurements to the property line. Show utility service line to property (Submit with each set of plans). 2. Please show a detail of all roof water drainage and footing drainage on the plans. Any over flow from drain field should not be able to flow back in line with the top of the basement footing. IRC#405.1. Also show the detail of FOUNDATION WATERPROOFING and DAMPPROOFING RE: IRC #R406.1 3. Rockery retaining walls over 4 feet will need a separate permit and appropriate wall design. Engineering may be needed depending on height of wall See IRC #R404.1.7, IRC #R404.1.8, IRC #R606.2.2 4. Show grade lines in relation to elevation details and correlate with the site plans. Along with this, show the applicable reference to the window wells. Indicate the type of window wells and their compliance to the 2003 IRC codes. R310.2 &R310.4. 5. Plans need to show detail reference (Structural page) of the I -Joist BCI 400 and the allowable lengths per size joist. On the page (Basement floor plan) the span appears to exceed, 17' span over bathroom area. The plans are unclear as to actual bearing point of the joists span and their direction; please clarify. The structural details only show 2x joist references. - -' - - -- - - - - -- - - -1 -- - -- - - -- - --'- -_- C__ 1_ _u -_ 1 1 - -I-- 11r%r'w Ir M n 1 11 /1--j- Z Q �w L L JU UO (/) C0 LLJ J �w wo L? � =w z� �O Z E-- 2-9 0 D C1 ON o i,- wW F- u. O .Z U= Z ti Eli 41, �6 I-. 'Awl w gsy . 2 C ity of l ukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1908 Z November 8, 2004 w Mr. Chad Detwiller 0 0 5639 16` Avenue South o co Seattle, Washington 98106 X RE: CORRECTION LETTER #1 U. w O Development Permit Application Number D04 -316 13542 Macadam Road South – Rehabitat Northwest, Inc. – Lot 3 U. Q co D C% Dear Chad: _ Z� This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. z O All correction requests from each department must be addressed at the same time and reflected on your drawings. I UJ LU have enclosed comments from the Building Department. At this time, the Public Works, Planning and Fire Departments p have no comments. to Building Department: Ken Nelsen, Senior Plans Examiner, at (206) 431 -3677, if you have = U any questions concerning the attached memo. ~ F. LL O. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or Z U co other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other X O documentation be resubmitted with the appropriate revision block. Z 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 throw —h the mail or by a messen,eer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 t "t Building Division Review Memo Date: Nov. 2, 2004 Project Name: Rehabitat Northwest building permit applications Application #: D04 -315 and D04 -316 Plan Review: Ken Nelsen, Senior Plans Examiner A Building Division plan review has been conducted on the subject permit applications. Only one significant concern was noted during the review. Please address the following comment with revised plans, specifications and /or other applicable documentation. 1. Sufficient plans and plan details are missing for the foundations of both the subject new homes. Provide site specific foundation plans and accompany with cross section details for the each project. Include footing foundation dimensions, reinforcing steel size, vertical and horizontal dimensional spacing of reinforcement, etc. No further comments at this time. • Page 1 Z JU UO to o U) J F-. CO U W LL = �W + zF- �o w �5 U� ON 0 �- WW �o ui Z U F- 0 Z 11/04/2004 16:08 r 2069337355 KtHABI I A I NUK I HWEb I PAGE 02 L IU & ASSOCIATES, I TC. Geotechnical Engineering Engineering Geology Earth Science November 2, 2004 Mr. Steve Dctwiller Rehabitat Northwest 5639 —16` .Avenue SW Seattle, WA 98106 Dear Mr. Detwiller: Subject: Rockery and Driveway Construction Joint -Use Driveway to Single- Family Residences 135xx MacAdam Road Tukwila, Washington Tukwila Public Works Permit .Application No. PW04 -047 T &A .fob No. 4n096 We understand that 2 -to -4 -inch slag is used. for the drain rock course placed between the rockery racial stones and the cut bank, and that 5/8 -inch slag is used fi, the construction of the road base of the driveway, in lieu of crushed rock. It is our opinion that the slag option is acceptable, and that the slag will perform just as well as the crushed rock option. Please call if you have any questions. G S. t � y�� :►1 v NA Yours e�pEC 7117! __ o Yours very truly, LIU & ,ASSOCIATES, INC. J. S. (Julian) Liu, Pli.D., P.F. Consulting Geotechnical Engineer 19213 Kenlake Place NE - Kenmore, Washington 98028 Phone (425) 483 -9134 - Fax (425) 486 -2746 z �'~ w �0 U0 . to o LU J � CO LL w wa D. = �w z �_O z �_ LLI U� O - o� w w. LLO z U= O z X1/04/2004 16:08 2069337355 i r Rehabitat REHABITAT NORTHWEST N orthwest 5639 16 Ave SK Seattle WA 98106 Motile 206 255 3474 Office 206 932 7355 Fax %06 933 7355 www.rehabitainorthwest.com From Steve Detwiller 206 255 3474 steve@rehabitatnorthwest.com Dear Greg, Attention Greg - Public Works 431 -3665 PAGE 01 I understand that you stopped by our site at 13534 Macadam Rd. S. and spoke to Scott about some concerns. Scott indicated that you had questions concerning the slag that we are using for a driveway ac_ cess and rockery base. I addressed your question to our Geotechnical Engineer, Julian Liu (see enclosed) and Julian indicated that the slag was a proper substitute. If I have not understood your concern nor addressed your..questions please let me know right away as we are finishing up on some < 48" rockeries and will be constructing the engineered rockery next. Sincerely, Steve Detwiller- President Rehabitat Northwest, Inc Direct; 206 -255 -3474 11/4/2004 z. �z mow; D 00 . N 0. CO J H S2 LL LU CO �. =a �. w Z ~ p. z�_ w U j U� O 0 F-- w w. U w z Co o� z C); Q d 1908 = O � t 2 September 10, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Chad Detwiller 5639 16` Avenue Southwest Seattle, Washington 978106 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -316 Rehabitat Northwest, Inc. — Lot 3 — 135XX Macadam Road South Dear Chad: This letter is to inform you that your application received at the City of Tukwila Permit Center on August 27, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildine Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. The subject house brace wall framing is engineered; please provide engineering calculations and any additional plan details including shear wall schedules. 2. Correct and update code notes to 2003 International Building Code and 2003 Washington State Energy Code, etc. 3. Provide footing drain discharge location and system plan details. Plannine Department: Brandon Miles, at 206 431 -3684, 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 throuds the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefani pencer Permit Technician Enclosures File: Permit File No. D04 -316 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 z Z _3 U UO N� J = t— N u- W O �~ LL Q CO = d F- W Z F- H- O W D0 O N. � F- WW H FUr- �O •Z W CO Ham O Z i z _ City of Tukwila �� I 111 •; � a Department of Community Development Ali �••• •.•• St 1908 MEMO FROM: Brandon J. Miles, Assistant Planner j RE: PW04 -047, D04 -315, and D04-316 DATE: September 7, 2004 Steve Lancaster, Director After a review of the cumulative cut and fill for the above three permits, the projects will require SEPA review. A SEPA application is attached with this memo. I Steven M. Mullet, Mayor I r 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 Fax: 206 - 431.3665 ,, z , F: z , w w Q � J U :. U U Cl W= J � N LL W O co 10 4- W z�: �O z �- 2� :3 O CO — 0 H WW LL �. —0 LLi z U� z PERMIT COORD COPY' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -316 DATE: 03 -04 -05 PROJECT NAME: REHABITAT NORTHWEST SITE ADDRESS: 13542 MACADAM ROAD SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 TO X Revision # 2 fte s permit is issued DEP TMENTS: Building Division © Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete [� Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: j TUES /THURS RROTING: i Please Route Structural Review Required REVIEWER'S INITIALS: u APPROVALS O CORREC DUE DATE: 04 -05 -05 Approved S9 Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 03 -08 -05 Not Applicable ❑ Documents /routingsllp.doc PERMIT COORD COPY 2 -28.02 ❑ No further Review Required DATE: z " w �U UO y0 W= F- S2 LL W } LL j co) d =w ?F_ �_O w ~ W U co OH W W H 5. U- O . z . W U= O z PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -316 DATE: 02 -22 -05 PROJECT NAME: REHABITAT NORTHWEST SITE ADDRESS: 13542 MACADAM ROAD SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # befefe permit is issued DEPARTM ,�6 ' O� Bu4_ ng Divi ion � Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator Q DETERMINATLON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -24 -05 Complete E Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS FOR APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: - 03-24-05 Not Approved (attach comments) [ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg, Fire ❑ Ping ❑ PW ❑ Staff Initials: SeS PERMIT COORD COPY Documents /routing sllp.doc 2-26.02 ❑ No further Review Required DATE: z ~w JU UO Cl) co Lu J = S2 U_ w O LLQ C/) = F _ w z f - O z F- w �5 U� ON C1 F_ ww �O LL1 z U= O H z E I ,,�`�O R COPY`' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -316 DATE: 12 -15 -04 PROJECT NAME: REHABITAT NW - LOT 3 SITE ADDRESS: 13442MACADAM ROAD SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 Revision # afteribefore permit is issued DEPARTMENT . ' Buil i Div ion M Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -16 -04 Complete I Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS DUE DATE: 01 -13 -05 A.......... 4 n A ­­-A ... i -k / .... 4: -;--.- KI-4 A-­. A t�f+­k nnmmer.fc\ r_1 z Z JU UO N CO W J � NLL W O. J U_ � =W ` ? rr- HO z F- U �. ON Q �- WW H �. LL O .z W CO o� z PERMIT COORD COPN PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -316 DATE: 11 -23 -04 PROJECT NAME: REHABITAT NORTHWEST LOT 3 SITE ADDRESS: 13542 MACADAM ROAD SOUTH Original Plan Submittal _Response to Incomplete Letter # X Response to Correction Letter # 2 Revision #_afteribefore permit is issued DEPARTM Buil TDi ion � Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 11 -30 -04 Not Applicable ❑ TOES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use On1 CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire [:1 Ping [I PW El Staff Initials: PERIV11: GOORD COPY Documents /routing sllp.doc 2 -28.02 DUE DATE: - 12-28-04 Not Approved (attach comments) z W JU UO N J = 1-' S2 U_ w �� LL co = W Z �. �_O z�_ w U� ON p }- wW LL � .• z w U= O z PERMIT COORD COQ- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -316 DATE: 11 -09 -04 PROJECT NAME: REHABITAT NORTHWEST - LOT 3 SITE ADDRESS: 13542 MACADAM ROAD SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision #_afteribefore permit is issued DEPARTME T�� n /�� Buil i g Division [ Fire Prevention ❑ Planning Division 11 Public Works ❑ Structural ❑ Permit Coordinator A DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete 10 Incomplete ❑ Comments: ❑ No further Review Required DATE: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 11 -11 -04 TUES /THURS 71TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved Notation: ❑ Approved with Conditions DATE: REVIEWER'S INITIALS: Permit Center Use Only ll CORRECTION LETTER MAILED: Departments issued corrections: Bldg [ r Fire ❑ Ping ❑ PW ❑ Staff Initials Not Applicable ❑ 7 DUE DATE: - 12-09-04 ❑ Not Approved (attach comments) Documents /routing sllp.doc 2 -28.02 PERMIT COORD COPY z JZZz �W ,J U U (n Q J � NLL WO U_Q CO D = a �. W z� 1- O z I_ W5 U (31-- W w. L O .z W U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -316 DATE: 10 -06 -04 PROJECT NAME: REHABITAT NORTHWEST SITE ADDRESS: 135XX MACADAM ROAD SOUTH Original Plan Submittal X Response to Incomplete Letter #1 Response to Correction Letter # Revision # afteNbefore permit is issued DEPA TMEN S: Buildi ivis Fire Prevention El Pla Ring Division w1f Public Works 12`Uc. , '+ 3 Structural ❑ Permit Coordinator j r DETERMINA N OF COMPLETENESS: (Tues., Thurs.) Complete E Incomplete ❑ Comments: DUE DATE: 10 -07 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: DUE DATE: 11 -04-04 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: I�k'O C / Departments issued corrections: Bldg X Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc P ERMIT C O O R D COPY 2 -28.02 z Z JU U0 N W = F— �w W LLQ �D =a F w z H z0 W w U O� o�-_ WW F_F u. O •z W CO O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -316 DATE: 08 -27 -04 PROJECT NAME: REHABITAT NORTHWEST - LOT 3 SITE ADDRESS: 135XX MACADAM ROAD SOUTH X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # afterl.before permit is issued DEPARTMENTS: `31 51 ! R'Z �j f'l/l Buil khqgi Psion Fire Prevention Planning Division Public Works Structural ❑ Permit Coordinator A DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 08 -31 -04 Complete ❑ Incomplete R( Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: /"/O` 0 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg �J Fire E] Ping PW El Staff Initials: TOES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 09 -28 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp,doc PERM 2 -28.02 C O O R D COPY i ❑ No further Review Required DATE: z �Z �W QQ om. JU 00 , N W = I-- NW WO U. � = W HO z I_ W W U� co off wW U- O .. z W U= O z PROJECT NAME: Site Address: 4;sy.7 REVISION PERik � "' Original LOG NO% Issue P69 -el- Date: ���•d Revision No. Date I Staff Received Initials I Date Issued I ''Staff Initials -CF s- Summary of Revision: elr l Received By: G (please print) (please print) Revision Date Staff Date Staff No. I Received I Initials , Issued I Initials Summary of Revision: Received By: (please print) Revision No. Date l Received Staff Initials Date I Issued Staff I Initials Summary of Revision: Received By: ly Cdac P1 Is -L Revision Date Staff Date Staff No. I Received I Initials I Issued Initials Summary of Revision: Received By: (please print) z ~ w � JU U Cl) o W = H NU. WO J LL Q N �W Z F— F— O z H W W U O- 0 F- WW H5 U. Lll CO O z .o-w�., v.w, cver.;atiw}•Elvty.'.7Rs:C�xa�. .�' City 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 Web site: hyp:11Mviv.ci.wkwila.wa.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number D04 -316 CE F Response to Incomplete Letter # 0'q O �� P © ® Response to Correction Letter # 1 TO 0 ® Revision # 2 after Permit is Issued p0� M 1 ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name REHABITAT NORTHWEST Project Address: 13542 MACADAM ROAD SOUTH Contact Person Chad Detwiller Phone Number: Summary of Revision: ,���. { � e ale 44; a 4:: G5�2 iUEC�`f 6w. - (r 7 '� i:�Cr l '� 4t C A e.14 -5, e Gt_ `el. ev ca 7`r CJ Sheet Number(s): 1 4 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: kA Entered in Permits Plus on pp ications forms- applications on me evision submittal Created: 8 -13 -2004 Revised: z }_— z �W ..�� 2 JU U NO W= J �— N U 0 �-J U. ¢ rn � �W z F- w� w U� co OH W ui z U= oF- z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htW: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director k : REVISION - SUBMITTAL Revision submittals must be submitted in person at lire Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - 2- C5 - b — Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # d Revision # E- after Permit is Issued d) 4 sly ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: -t (1-PC j c zp t� Project Address: 12,6 S Contact Person: 0- -V rD Z)p 7 WILL � Phone Number: 2-b q � - 7355 Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: IS- Entered in Permits Plus on -�� d r W- \appl i cationsWorms-appi ications on linckrevision submittal Created: 8 -13 -2004 Revised: Z Z w _3U 00 0 W CO I w u-Q CO D T �. w z I- O Z I- W5 U� CO o E- wW o LL O . W Z N 0 F. O Z City 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 Web site: htW: / /www.ci.tukwila.wa.us REVISION SUBMITTAL' Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �& 5" Plan Check/Permit Number: p 1 / ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # a Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addre Contact Person: Phone Number: Summary of Revision: src Z L�-ea /5 7Cr r��. 5 Tefae -5 e Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: &es Entered in Permits Plus on l �� i app icadons forms -app ications on Ime\revision submittal Created: 8 -13 -2004 Revised: O,� Z ;�— Z W �U U CO Ui yD J CO U. w �-J LL = �w z� ZO �5 VD O N D I— ww U O •Z w CO O z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I S Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # _ ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: T ..3 Project Address: 1 5 - 5M, ` A 6C�r3� P M o S . \ u - IwIIAA I(_ Contact Person: CDl l U ES;1 �V C Phone Number: � Co - 39 1 - (� �9 1 Summary of Revision: RECEIVED pl:P4 nF T1 WWII n r r n I i. `)nf) h PERMIT Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 5l4s M Entered in Permits Plus on /Z -�� -v pp ications orms -app ications on Ime evision submittal Created: 8 -13 -2004 Revised: Z Z �w Q� JU UO 0 J �. CO U. W O U- Q a �w I— O w ~ w U � ON o�- wW LL O W Z to O Z :.l :J„� !, 4,fr t�.f.µ�l.;r �'�v :n .�... 1s4.� ���e •;, ��:t`�. il/n'i.(.0 u£:� iAuha(pY. .:rw..t1F'.:�. M1;l. --\ 11� � �`l�_M.N o J t NNE 1808 City 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 Web site: http :l /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 T Dy Plan Check/Permit Number: b c0 y - ?L 6 ❑ Response to Incomplete Letter # Response to Correction Letter # 2_ ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 1J V,1 S 7 1-- bT 3 Project Address: 1 5S " �A K C A, A >� Contact Person: Phone Number: X12_5 -92-9 - RECEIVED CITY OF TI IKwn n �nn4 2 �. Sheet Number(s): "Cloud" or highlight all areas of revision including (late of revision Received at the City of Tukwila Permit Center by: ,r Entered in Permits Plus on ZRrO applications orms -app Icatlons on Imelrevlslon submittal Created: 8 -13 -2004 Revised: Z i= Z �W Q7- JU U 0 W= N W O �-J U- �' a �W z 1— O Z H W w UC) ON W W LL O w z N HF z Summary of Revision: t ' City 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 Web site: http: / /www.ci.tukwila.tiva.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ! CO — e( Plan Check/Permit Number: ❑ Response to Incomplete Letter # K Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addre as Contact Person: L /G�u� [1��W� /� r Phone Number: ��,� 51.a�P - 7J S Summary of Revision: / h// A e 4" I ' 9 2lJn� FRM/T C�NTE� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Is 0 Entered in Permits Plus on _��'� \appl icationsWorms- applications on Ime evision submittal Created: 8 -13 -2004 Revised: Z '~ W O � JU U N CO w J = H N LL w J LL Q to D 2 �W Z I— O Z H w W UC) ON o �- w LL O W Z U= O Z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: htW : / /wmv.ci.tulnvila.wa.its x ,".1 11 Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision: submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: _ Id Plan Check/Permit Number: L 6q- 376 Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: kl a wea Project Address:_ I / . pad ze Contact Person: 4 40/Ao�y///r,- Phone Number: C2Q,) Summary of Revision: li /Hl /K! �l�ld�` s `�` .1�1/Y` •� { �D�'���i / �•/iT5 C'�r4d r G�7�1 // Sc'�ra/u �•.S l�Pr LI`_ I i _�'� �lt�cl�r �� ,�t4'�/� <PtY S iY'c /.J LCu lL- 1,Ae01? / 4 7,0,e RECEIVED r'Iry nF TI IKW11 A Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Y Entered in Permits Plus on 1 -& 'OT app ications fomis- applications on Ime\revision submittal Created: 8 -13 -2004 Revised: Z �W —3 L) UO CO J = H CO U. WO 9-1 LL Q rn D = �w Z z� W W U� O -, o�- w w LL O W U= O z Department of Natural Resources and Parks Ce O Wastewater Treatment Residential Sewer Use King County Division (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity. charge. The amount of the charge Is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name �- (Last, First, Middle Initial) Property Tax I.D. Number a612,202DSSD Subdivision Name AAA Subdiv. # r. Lot # aw Block # JV Building Name `�)) aa (if applicable) AJJA Property Street Address /3SKX City, State, Zip Owner's Mailing Address s63Ay 16Y-4J6 Aik— Sl) (If different from above) Owner's Phone Number (2bC 735 Property Contact Phone Number ( SVY._ ) 0SS: — 3Y7V Party to be Billed (if different from owner) 1 Party's Mailing Address 5_1 /6 '"S'l� City or Sewer District Date of Connection `T"" Side Sewer Permit # 7M Demolition of pre- existing building? ❑ Yes WlNo Type of building demolished? Sewer disconnect date? Residential Customer Please check appropriate box: Equivalent (RCE) Y_ Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No, of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative �.� Date Print Name of Owner /Representative L'� 1057 (Rev. 7/02) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer z W U to Cl co W W = E- NU_ w U Q = I.- z li— I— O Z F— U� ON o I— wW H� LL Z W N P F . O z 'i:e4L �.,:� `.'' : �d,'.: �i�i: i.'. L} a` �s' u'' i '•::i?:+'i";iY`t"N�',.T'a`a1.L` rour.+t'x1S3. d6.�Cati::'s9 kdti4 S' g El CITY OF TUKWILA Permit Center /Building Division: Community Development Department 206- 431 -3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206 - 433 -0179 Tukwila, WA 98188 Planning Division: 206 - 431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: bwerox& ! �e ;completed•by,a�plicant � • t � ;, ` Site address (attach map and legal description showing hydrant location and size of main): _ /8 -j X Y S-1 e.t i 'A ! "I Ix C 414 - _ 1����7;�►_ ��I A . . . 60, 4 C p C fa f ! eZ 13 Z 0 — COE - 0 1 a 4 A 6 d - Owner P erif/Cotltact Person Name A � (Az- Oe£' Name: Address: .� Address Phone: S - . Phone: 9 3 355 This certificate is for the purposes of: 1. The proposed project is within t LLVK4 c LQ- 2. ❑ No improvements required. (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be prpp ided and will be available at the site with a flow of 6 ZD gpm at 20 psi residual for a duration of 2 hours at a velocity of /b. Z fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Camel • W � ►�x- t is ^' z - L �Z Agenc /Phone Z c:6° tcf S 7 �appiicationskwater availability (7 -2003) Printed: 9 -16 -03 t2t"� 9 - z3_e By Date bc ( /*W 3/b Z }- Z �W QQ� J UO CO) o co W W = H C0 U . WO �Ei = �w z� Z� LU w U� Oco 0 F- w W U. O W Z UN H� O Z Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision Commerciai /industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and water meter size(s): _ "Z/ 1 �? Vehicular distance from nearest hydrant to the closest point of structure is /tab ft. Area is served by (Water Utility District): _l� %K< Co tv '-er 4 (16 �11/� � ), Owner /Agent Signature Da t6 E RR PftB• Tobe: cortple ted:;bllrA►te�:ut�hty`disfricta 1. The proposed project is within t LLVK4 c LQ- 2. ❑ No improvements required. (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be prpp ided and will be available at the site with a flow of 6 ZD gpm at 20 psi residual for a duration of 2 hours at a velocity of /b. Z fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Camel • W � ►�x- t is ^' z - L �Z Agenc /Phone Z c:6° tcf S 7 �appiicationskwater availability (7 -2003) Printed: 9 -16 -03 t2t"� 9 - z3_e By Date bc ( /*W 3/b Z }- Z �W QQ� J UO CO) o co W W = H C0 U . WO �Ei = �w z� Z� LU w U� Oco 0 F- w W U. O W Z UN H� O Z 08/12/2004 09:11, - -,,UAL UUE SEWER, DISTRICT 4 9337355 U810 MNlhry A lough t1 P.O. Box 88650 Tukwllo, WA 88188 Phone: (208) 242~4238 Fox, (706) 242.1527 N0.965 004 4cd- I Certificate of Sewer Availability OR U Certificate of Sewer Non•Availabillty Purpose of Certificate: Building Permit 0 Preliminary Plat or PUD 4 Other Short Subdivision 0 Rezone Proposed Use: C* Residential Single Family ❑ Residential Multl- Famlly O Commercial ❑ Other Applicants Name: a b r �4+ fq � Phone: �v 3 jam Property Address or Approximate Loca Tax Lot Number; a5'n Ma r. em Perad Legal Descrlption(Attach Map and Legal Description if necessary): I. m e. Sewer Service will Do provided by side sower connection only to an existing size sower 1J a 00 feet from the site and the sewer system has the capacity to serve th proposed use. OR G b. Sewer service will require an Improvement to the sower system of: ❑ (1) feet of sower trunk or lateral to reach the site; and /or Q (2) the construction of a collection system on the alto; and/or At ❑ (3) other (doscrte): Pe 2. (Must be completed If 1.b above is checked) a. The sower system improvement Is In conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sower comprehensive plan amendment. 3. a. The proposed project Is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service Is subject to the following: PERMIT: $ 80 a. District Connection Charges due prior to connection: GFC: $ EFO 7'' SFC: $ ,L C IC�O" R P"-,i;P-i r JNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1887.54 /resldentlal equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Motro without notice.) b. Easements: ® Required © May be Required c. Other. 7'y r�ZI) 144 G27 ft4 M1,TCI ry I hereby carlify that the above sewer agency Information Is true. This certification shall be valid for one year fro he data of :1, netu e. - 4--. -4 M u n c si' _ �� 10 4 By Title pate D o ( 1 00 314 Z tY g JU UO CO) U) LLJ -_ 9 L WO }} �J LL ? � = W H Z� F- O Z t- W W U° to O I-- W HP W Z 111 UN H = O Z 8/12/2004 09:11 UP SEWER D I STR I CT 4 ,9337355 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY N0.965 D06 The following tennis and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer AvOlability/Non Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2, This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from Ting County City of Seattle, City of'Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sower service which is the subject of this Certificate. d. if the District or the applicant must extend the District's sewer system to provide sewer service to the Property,. the District or applicant may lie required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Properly. S. Application for and possible provision of sewer service to the Properly shall be subject to and conditioned upon availability of sewer service to the Properly at the lime of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. 1 ack7towledge that I have received the Certificate of SeyverAvailability/Non- Availability and this Attachment, and fatly understand the terms and conditions herein. Applicant's Signature Date 84339P011270708.0115SY601IMC (1/261 z �z a` 2 . �D U 0) o � _. �U_ w �¢ cr) i �w z= F- 0 z�_ w D O - or_ wW 3:U �o ui z to o F- z NS NS VROVIDEV Bj LAN NS RE G c-, GENFR DATE C OND - # 'Xp. b5 � /09/ �2003 ST 1973KZ Ccol DN R-914A*BV E E FFE CTIVE INC P :NORTHWEST 16TH AVE S W 5639 WA SEATTLE WA ND I-N'jj:N.J A �z w , , D U 0 W 3: F- U.: 0 Q. LL co) CY F- W Z Z 0� I-- W LIJ cl) �O ui ~ O F-, .z - - • • r 4 ' UndwWound Electric (C acted from Macadam) Water 'Connect from Macedem Mwin) Gas lConnected fri Mat:adam Main) 109.799• ,. 7. .' .-.. ••.. /ti . ••• . ••. . _ ti-�'. • Legal 0escnption (per Xing CtY PfOWY Records): .,•,.. ►, :w ,.. ;• •ti .'/; .'I•..'I.•.'•..'•..'I,..'•..• > _ - - 1aFOSTORIA GAROEN 7RSSELY 0 FT OF NELY 110 FT OF ,. • .. r , . , -. , . , -. . _ FOLGBEG AT NW COP OF 14 TH SEIY A LG S ; • d . ,. .... ti . ;.• h .'/•..'•..'h . .'.•..'.•..'I•. ... _ _' . :� f .. j MGN VALLEY 5" 90.94 FT TH SWLYAI`G LN PLT NWLYLNOF14A t T . • . - • . - O S 252 FT TO TP06 TH SWLY PLT • •• •/ I•. I I • '• /•• . 4 .~ Driveway •. . �. '. 4 NI/VIYLN OF 1 a A OIST 220.32 TO NXN N I 1 • LN FOSTER ST TH SELY ALG SO LN169.8 FT TH NELY ALG = r /• h . L . I-• . I•.. 0% . I•.. •, . I•. . ,` O OIST 23598 FT TH NWLY16906 FT TO TP t SEIY LN F tt A . . Og project Inf orm ation: ' `• •/ I•• Iti I • h► I • I•• I•• ••• [� \\ Prgect Address: 135XX S FAacadern Road Lot 3 ,•. • ,• • • O J .. T ukwila. ANA ;/ h I♦ I•• I•• h• I • I•• I. • I • ••• I•• I•• /•• I•• I•• . • .. • . •_ . • , . , . tor: Parcel: 2613200050 4 ' • • ;I /n . . .'••'. . . . . .' • 4'6 • . ' 1 . . . • ' R ` , • Sidewalk < ?► Rockery to be but Protect Owner: Rehabitat Northwest. Inc. , Per Geocechrncal Report QS •'• : •'• -' "39 1 6th Ave SW • ,. Seattle. WA 98106 1 •a• • '' '' • 1 Prop 3- Bedroom . 0►ain Til to Conned . o Downspouts to Infiltration co • ' • • Residence � - • - Cf �� 5P (1,740 St tootpnnt) 1 IrPC 00 • ; �• . 5 %0• ` ' • '` ' ' r S2' -9 t 1 25' -0 3/32" - lnfittraron 6'-11 29/ 2- cis These plans have been reviewed � the � i�c �. -------- -------- ••.- _- _- _------ - -__ -. - -. -_ : __ -• - ^ .' 7 Yp W Fo rks Deparent for conform e C ' Catch Basin tm Citv standards. Acceptance is sub a too er re ��• r ' missions which do not author*e '. }Wong concrete patio � • On Grad • adopted standards of ordi nanccs. T to li (U0g ) ' for the adequacy of the deli teas totry designer. Add�tions,� deletions or rear • . -- _ �L -- _ 110.23' • d rawi ngs after this die will void this acvept nc e - and will require 'that of revised dmwinp , • • `'- •- for su - • bsequent • Fitzal aceeptauoe is :object to field inspection by • the Public Works utilities inspectoc. • P" C) . 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I���. - (2(nits, } J�2 -7355 � ��k�- vil�_j l_�•�t .J — � J��XX � �1�c��c•I�:�n� Ro��cf Sc•�uth T�ikwil�.�. 1/�JA x'):16: EI'm ml PQ t 1 5 . 1 V vs DATE. D000mbw 13 2004 A2 DRAWN( X04 -011 0 �w o :za :z�aaaaaza is as do as 06 06 i j C i G G 5 C 6 4 C E i 6 E �� Y Y �: ■ r r �E s s n r r■ r: a t a �� f "f -'f ��_jt.�it�.3t Nc•�rtf�wF��t. I���. - (2(nits, } J�2 -7355 � ��k�- vil�_j l_�•�t .J — � J��XX � �1�c��c•I�:�n� Ro��cf Sc•�uth T�ikwil�.�. 1/�JA x'):16: EI'm ml PQ t 1 5 . 1 V vs DATE. D000mbw 13 2004 A2 DRAWN( X04 -011 0 �w o +A • L a . P• 1f4 1n"_ L ! W -_ #41 #4r x 4 f'r 1. IM Ww Dlnierreia're take pr+ecedsna over Scaled Dimeneiow 14. Provkte 28-GwW Cl Street Meth FlaNwrrp above Windows and Doom (TYP) Lap Butting Paper over. 2. AI hieaders to be 4x10 D.F. S1 Unless Naiad OVwwhw (UNO). 15. Hold SWkq !r' Above Firm Grade. & Bottom of Headere b be 8'li' 9ris Floor LUNG. 16 Faelen NkM4.wn 2x Beams per MC. 4. AN Exterior Wale b be W wr R-21 lrariMlon UNO. 17. Upper Floor Fmrrirrg to be 912" Waist at 18' O.C. typical UNO Plan ,5. Al Frarrw IMaBrtp b salfef y IBC Bbd* d Plywood edges and nal straws '° ' wNh 1 OD at & O.C. Typical ant Erderlor WaIIL I & C ft Joist b be W at 24 typicef UNO Pan straws Joist S. Provide Doubb Joints or Bloddrrp wtw+e Poeft IS ooarr above. I' b acw t. 7. Pro" Sold Bbddrrg over Supports. X19. AN voids b be Blodoed per IBC. 6. PIeM b be V1O rile Floor LINO. 20. kwW Wale►1~ wW per 1967 NAECA. See street 1 1100 Nrrpaot per 1994 U.M.C. 9- Fir+sbloddng aIt a1 Pn=9ft I Penelrallons. 21. Furnace to be placed 16° Abv. toor on 1 hour wrnaoe platbrm wit 10. AN BloraQe and Epaoss under sleirase b �(2) 3/4' layers Plywood. ProMc�t but, impact per 1904 U.M.C. be Firrstred wNh 5/6' G.WJL 22. Door bobveon Home and Garage to be 20 min rob& Sold oor+e tlgtrt 11. Garrotes Sold Bearing under Conow*aled g wlMr Self Closure. Lads, Use (2) 2a4 at 4 UNO. 23 WWd Zwo dr. Bpi. pow terms of L k to and aPsoe par IBC. 11 Flrreh d CdkW with 1M GMA. UNO. 24. Pt I land d at al SMh a nft of 1 117 W, YmL I& At Garage use 5W Type W O.W.B. at M Comm L kit WMe 2& Devotee Osu ft Fk* and Mold Down anti CsNrgk wrap M Poste and W wio T • EK vw230 pK 711 Ir OSB, W IM nds Q •' O.C.; 2x Sala PkIwI fId Q r O.C.; 2x Varroaf and Hartwool 8loddr1 Q Panty Joints B Abutlin0 2x Found lai Pki* wit Mahone &r Q 4S' O.C. wit A35 CIps Q 1S' O.C. vw350 plf 7/1 r OSB, w/ Od hale Q 4 2x Bob Pinta -1 Od Q 4P O.C.; 2x Var9oal and Horiao dW Blocking Q P W Joint B Abuilk�p Edpoe; 2x Fow d@dc - Plab iW Am non. 5w Q 3r o.c. wv A35 clps Q 1r o.c. vw451 plf 7M r OSB, wit ad nave Q r O.C.; 2x Sole Pldwi ed Q r O.C.; 3* Vw" arrd Q Panel Joints B /lfxMIM Erdgs� 2* Fourrda*m Pleb wV Moh= &V Q lr O.C. wl A35 CNps Q lW O.C. v-69e of 7M r os6, wr Od nds Q r O.C.; (2) 2x sae PI@Wl IM Q Ir O.C.; be Vw" and Hod=M BlodcMrp Q Panty JokMs B Phuttlrrp Edges,; 2x Fourrdeuom Plate wit Anchors Wr Q 1r O.C. wl A35 Clps Q 5' O.C. ® v= 713 ply 711 fr 086 wit 10d Hare Q r O.C.; (2) 2x Bob PIal -16d Q I O.C.; arc Vertioaf and Hortroorrial Bloddrrg Q Panel Joint B AbuSing 3x Foodadan Pleb wit Andrors 5W Q W O.C. wd A35 Ceps Q &' O.C. Nobc Field Nd at 1r O.C. Andror Bolls suet be imb.dded r Min. kft Conaab wf 3'N"W Plate VlladML There dW be a 0irik u n of (2) Balls per Pisa wNh (1) Soft locatd not Han tlwr Ir or lees Om ('n bolt d - i n tiers than each and of each pleas. ti . Post Sct�sduls -Par Structi�■I Enoinse��� ($es s1.1.2- Si..2.2) : , Mwk 0. Q COPM* OW ® m at min mwru b s� mu 7AL&1 ® M 2t Min M1 40M TALI ® M 29 Min LgTHDI I LATHDOU taw AMMM1 Q M unn 8'IfO W f 20MA . a kft ma T aw"I Pbd 1 ® 07 eta HM ® (3) 20 HM IM■dt 0. Q 6 Ur' x 1r QhdM II 13W x 1911r Gkd= 34F-V4 ® 5WrxIVPIL © 61r x o IM LVL Main Floor Plan eo�S�mm.x we mnR Fba: WA Main Floor Plan: 1242 of Upper Floor PIS 10Q7 of Ta1d Ma of Or+p� X73 sf { Font Poidr. 106 if Fir Dick (GptlorNlk 211 of a Ir op� t I s -.!e Floor Plan I w ill kP 1. VYUNtn Dkneru*m tabs pnaderae over Scared Dlrnerrebnsr 12 Finish a1 Callings wNh 5/6' MWJL . 2 AI Blearier@ b be 4x10 D.F. S1 Urriess Noted Olfrerwfes (UNO) 13. Provide 264aupe sheet MeW Fiaefring Above wW Door. Typksf• Lap Bdit Paper over. & Baat n of 1meeders b be OT this 9oor LINO. 14. Fallen IAulr -Earn 2x Beams per 18C. 4. AI Exisrbr Wars etrar be W W Rr21 UNO. C.aNnp .Iofet b be W Q 24 typical UNO. 5. Al Frsrtre IraNrrp b sorely IBC. Block Plywood Edges and MC C Nag wNh 10d Q !f' O.C. Typ AN E�dsrbr Wale. 1& AI Voids b be Blocked par MC. � f �. Provide Do" Jofele of wfrerr Prr@ftw occur above V. AN Tubs and 8tawsrse KC 15 ax 8bddrp ' behoss Etude a, c 7. Piroslde Sold Bbcidng over 8 a IL - Unit Shower Flow b 3 GLP.M. • va proof Wa1 b wlMrin 70' Above Drain Inist & Pale fisbtk b be 6'1 rile Poor UNO. - Al alaeinp willhin 7W Above Drain Net b be Solely Chase s 1Vo Vapor Barter bstrirb O.W.B. I& Al M win Detectors to be 110 Vbk IrMeroorrnscbd veil BMMry 10. Al Storage and 8paose under b be FWsW Y Mr 5W TyW W Q.W.B. It Pr+oslde 1 hm dnM at a1 Stains a nnh of 1 IM awry 11. Devotee sold Oearlrrg under Ihorr, Vh& Lroade. Use (2) 2x4 at 4• Wds UNO. CGS u; Q 1 N CO � u J r X S , r .— T � 1 . 4 3y t Z w -.!e Floor Plan I w ill kP 1. VYUNtn Dkneru*m tabs pnaderae over Scared Dlrnerrebnsr 12 Finish a1 Callings wNh 5/6' MWJL . 2 AI Blearier@ b be 4x10 D.F. S1 Urriess Noted Olfrerwfes (UNO) 13. Provide 264aupe sheet MeW Fiaefring Above wW Door. Typksf• Lap Bdit Paper over. & Baat n of 1meeders b be OT this 9oor LINO. 14. Fallen IAulr -Earn 2x Beams per 18C. 4. AI Exisrbr Wars etrar be W W Rr21 UNO. C.aNnp .Iofet b be W Q 24 typical UNO. 5. Al Frsrtre IraNrrp b sorely IBC. Block Plywood Edges and MC C Nag wNh 10d Q !f' O.C. Typ AN E�dsrbr Wale. 1& AI Voids b be Blocked par MC. � f �. Provide Do" Jofele of wfrerr Prr@ftw occur above V. AN Tubs and 8tawsrse KC 15 ax 8bddrp ' behoss Etude a, c 7. Piroslde Sold Bbcidng over 8 a IL - Unit Shower Flow b 3 GLP.M. • va proof Wa1 b wlMrin 70' Above Drain Inist & Pale fisbtk b be 6'1 rile Poor UNO. - Al alaeinp willhin 7W Above Drain Net b be Solely Chase s 1Vo Vapor Barter bstrirb O.W.B. 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F.+ _ ' • iii ' �.. '� t A r Dili FOR ILWATION 1OVIR 1* G ON is I b lPAPIR, AN HNILT NATION MAIVlEN! it r sISAT>rIN�1i at blupe low F%M GATT PW r1AN W BOARD J!t BOTTOM P1►TE 1 W4 X 0 Vr LAL TN"1I�11RA1v PIK BOARD Jc- IL k 4 odmwpw aw 2 r skoft 0 w a 3/4' Tab Ow MmpLGOR • 1/J' Ti !LOOK dOMls 0 *' as M Fl" /L+OCK �� Irai1b 1/7' OIl1'WLL r S^y 0 YGA11�! TWIT VOID LVW MATT NrbW�TiON A IL r.T. iN.L I�I.AT! w/ 41rel+ol�e GOLT�► 3 _ 4 MA6.IiN!` FM! 001AR W&L 3 o; scm M Al$L a 4 POC FROM I o Dom. ID' A.G. W X W- A Ti0 RM&CATION WALL AT WO.G. _ TY1•k'.AL w WALLA im 10I— Ass i�oCrAYATION \ �' �!! NK l�40�.1 II ac o r= rw ftm * O .G. v % go MATT �1 ?10N ETcgm TIII A Ur CWTVIALL (4' $CNUW (I I v A ' v r1.ATE &AND *TOP �= '! 11 M A A A AMA.. FOLY YAPPM W sRANM. &IMR %ft ON 4' POILINSP C40= a "M 4' DIA. VenoNb TN.E 9 4 MA1! •wO.G.N/ 4ALTUR!"TE NO" . 10R=1 aju. • op O.G. , 4 Ake pf pf Ike of of MAie � A)" FOUNDATION 11111AUl I R l' p • 4 • 4 • 4 • 41 - • 4 • 4 • 4 • 4 • 4 • A. w. w. ♦ ♦ w w ♦ a Sf d/�T al Mill � r.T.PMMP1M + ` � •..- .«.+1. rn +v►..rr..- +�,n.- - -•.- . ,..- _. �. ... ._ •,.•• • .. ... �� - ..- - - ....•. v . •.+•..'.•rte r+ ►.y � .. -wwo -. -•.•w- +.�..�,.++.w - w 1 - ��A.� :.•IV.. ,it• L 1�4*� � MI�.`�t• M7. •.1.''.,. r 1N�L' ►M I . • I�� �• v ir• v • . ti,-. ... ..... - � ,. . . ... • • � Cat n?`,�� `' � � E � - . , • � i � s am* b INS SMWCRHIA4 INS �L ew■..� via. 0 dmNmddmlw of • qkn d4 or s. Its 8� per 0 d 1rad Igo w (1) LAW to awJL r wd v � � 'ow 0 • ftec"D % vw 6" OP Tub auk DEC M4 'ERw CENM ec� co DC== cc r MONISM ' w , 1 T � i r r � � ' i • l k t 1. 1 . ' � � .• � , • i � . .••' r It� Ji l • � Cat n?`,�� `' � � E � - . , • � i � s am* b INS SMWCRHIA4 INS �L ew■..� via. 0 dmNmddmlw of • qkn d4 or s. Its 8� per 0 d 1rad Igo w (1) LAW to awJL r wd v � � 'ow 0 • ftec"D % vw 6" OP Tub auk DEC M4 'ERw CENM ec� co DC== cc r MONISM ' w f • 3 , 1 T � f • 3 , 1 1 t o r. r r � ooNiwe� WNTINUOUS FOOTING GENERAL C0 ALL R E Q D IR BM EN TS OF THE 2003 3 N TERN AT ID N AL R ES ID EaTN TAL CODE, ALL APPLICABLE ICABLE CODES AND AUTHORITIES HAVING JURISDICTIDN SHALLBE POULDW ED. ==3NO CONSTRUCTIDN TYPE: VN BRIM E ZONE: OCCUPANCY GROUP: R 3 W IND SPEED: SON PH FIRE ZONE: 3 EXPOSURE CATEGORY: S CONTRACTOR 8H ALL VERIFY ALL N 0 TES , DIM EN S D N S AND CO N D 3T ID N S PR D R TO CONSTURCDTN CONTRACTOR SHALL PROVIDE TOM PORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNESCTDNS HAVE BEEN MADE. IT IS THE CONTRACTORS RBSPONSII3nm TO IDENTIFY ALL D 13CRBPAN CIES TO THE ARCH ITSCT AT THE TIM B THEY ARE NOTED. D24 EN SIDN S TAKE PRECEDENCE OVER SCALED DRAW N G S. SITE W ORK UNLESS A SOILB NVBSTIGATYDN REPORT BY A LICENSED SOILB ENGINEER IS PROVIDERD, THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACII'Y OF 2,000 :PSF, EXTE3RIDR FOOTINGS SHALL BEAR 1' -0" M I I MU14 BELOW P3NISHEND GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILB. ALL BACK PnL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT IN TER PERIR E N 3TH D ERECT LO AD PATH 0 F CO LAM NS CONCRETE ' C,FNk'RAt. M N IN ON CLASS AND USE F'C S LUM P l3ACK8)C X. A. FOOTINGS i 13. SLABS ON GRADE ' 1. AIR ENTRAINING AGENT Ot TO 6t TO BE USED N ALL CONCRETE FLAT W ORK EXPOSED TO N BATHER 2. PO SSO I= 3 00 SER3ES (4 0 Z. PER 1000 0 F CEM ENT ) TO BE USED IN ALL CO NCRETB . .3. M DC MAY BE DESIGNED IN ACCORDANCE W ZM THE PROVISIONS OF THE INTERNATIONAL BUILDING CODS. 4. It ATEER TO CEMENT RATIO PER INTERNATIONAL BUILDING CODE. $EIN EQ RC g _ST ASTM A615 GRADE 40, REINFORCING STEEL DSTAIIB SHALL, BE PREPARED BY AN EXPERIENCE APPROVED D BTAIM AND CONFORM TO STANDARD PRACTICE 0 UTLN BD N AC I REPORT 315. .'CO�BT Y.Fig - O F J &j j2j M RATNG STEEL 3" CONCRETE CAST AGAINST AND PERM ANENTLY EXPOSED TO EARTH 1 -1/2" CONCRETE EXPOSED TO EARTH OR N RATHER 1 -141* BEAN S AND COLON NS NOT EXPOSED TO EARTH OR N RATHER. ,SLABS AND N ALLS NOT EXPOSED TO EARTH OR N RATHER CAR. PEN TRY r ENAB IL ALL FRAM ING SHALL CON PLY W ZTH THE INTERNATIONAL BUILDING CODE CHAPTER 23 AIL, N OOD IN CONTACT N 3TH CONCRETE TO BE PRESSURE TREATED. 6" M IN IM UM CLEARAN CE BSTN MIN W 0 0 D AND BARTH 12" M IN IM UM CLEARANCE B ER V BEN FLOOR BEANS AND EARTH + 18" M ]NINON CLEARANCE BBT W BEN FLOOR JOIST'S AND EARTH LUMBER STRENGTH U NIT PSI) STUDS F F H EM -Fat 03 75 500 STUD GRADE 75 675 JD STS & RA FTBRS , H EM -FIR 02 92X 10) 75 1075 H EM -F3R #12 QX 10) 75 980 BEAM S 6 03RD ERE 4" N ON INAL DO UG -FR 02 95 ;960 6" NOM INAL DOUG -F3R 01 85 2,350 GLUE LAM INATED TIM HERS DOUG -F3R LARCH B C24FA! 1) 165 RAOO STRUCTURAL CON POS7rE T y: bRRS LOAM HATED VENEER LUM ERR 285 2,600 PARALLEL STRAND LUM HER 290 2 'E3RE" RATED W HOIE HQUSE VENT SYSTEM! ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTEDD TO CONFORM TO ALL DOORS W INDOW S AND SKYLIGHTS SPECLPEATIDNS FROM THE 2000 N ASH INGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE APPlJrAB18 PORTIDNS OF THE INTERNATIONAL BUILDING CODE AND THE UNIFORM FOR THE INTERN TITU NTLY OPERATED INTEGRATED PCRCED AIR VBNTIIATIDN SYSTEM . M ECHANEAL CODE. GLUE LINER M INI4UM , 5/8" FIRE CLAY OR EQUIVALR NT) PER 3BC. FLUE DOORS TO THE BXTERDR SHALL HAVE A MAXIMUM 7 -1C2" STEP TO A MINIMUM 36* DEEP AREA PER IBC. CHIMNEYS SHALL SUPPORT ONLY THEIR ON N W 933HT UNLESS SPBCNEALLsY L.ANDNO SOURCE SPECS VBNTIIATDN REQUIIR�IENTS. . ' DE�S13NED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED N 7M 1. TIGHTLY FIMNG FLUE DAMPRRS, OPERATED N IM A READILY ACCESSIBLE MANUAL OR AIL GLAZING SHALL NEST THE RRQUIIREMENTS OF THE N S.B.C. TABLE 6 -1 UNLESS NOTED A. EXHAUST FAN R®QUDRENRNTS: APPROVED AUTOMATE CONTROL, AND AN OUTSIDE SOURCE OP CON BUSTIDN AIR. M N14ON OTHERN IBS L. BATHROOMS, LAUNDRIES, AND PONDER ROOMS - 50 CPM 0 025' W 0. DUCT SIZE OF 6" SQUARE INCH BS >N AREA PROVIDED WASH READILY ACCESSIBLE DAM PER XLSKYIMHTS AND SKYN ALTS SHALL.HAVE LAMINATED GLASS UNLESS NOTED OTHERN BE 2. KZTCHE�NS - 100 CPM 0 025' N 43. RANGE HOODS AND DON N DRAFT RANGES MAY BE RATED AT 100 CFM 0 0.10 N A . 04 N) N HEN USED FOR EXHAUST FAN R EQ U IR BM ENTS . LOCATED N FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED X, BEDROOM EM ERGENCY EGRESS N NDON S SHALL HAVE A M N>M UM NET CLEAR OPENING OF B • EXHAUST DUCT RRQUI RM INTS: CO M la0 N ENT3 TO BEAR U.L. OR I,"BO BRAE OF APPROVAL AND TO 85 INSTALLED PER 6 .7 SQUARE FEET. MIN 31 UM NBT CLEAR 0PIN ABLE N IDTH OF 20 f AND A MIN IMVM NRT CLEAR 1. BE DNSULATUD Tb R-4 MN) IN UNCONDZTDNED SPACES. MANUFACTURERS SPBCWXATDNS. HEARTHS SHALL BXTEIND 20' M N.) N FRONT OF AND iDPBNING HEIGHT OF 24 ", MAXIMUM FINISHED SII,L1123311T OF 44" ABOVE FLOOR 2. BE EQUIPPED N ZPH ABACK DRAFT DAM PER 12* M N .) BEYOND BACH SIDE OF FIREPLACE 0 PEN ]NOS. FIREPLACES SHALL BE PROVID ED W ZrH 3. TERIrM MATE OUTSIDE THE BUILDING. TIGHTLY E?=NG GLASS OR M BTAL DO RS ; • AI,i+ FACTORY BU WIT N N DO N S m BE CO N STRU r"m TO PgRM ZP M AX N 4 CO M PLY W TM TABLE 3 3 0 N TH IS SH EBT van MAY B B IlN STALL AD IF TH S VAPOR BARRIER 15 TO THE WARM SIDS, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.C. AND GAPS BETH BEN THE FACING AND THE FRAM ING SHALL ; NOT EXCEED 1/1609 ,t DBF1NEMN OF BUILDING ENVELOPS FROM THE N ASHNGTON STATE ENERGY CODE: THE E;LEM ENNTS OF A BUILDING N H EH ENCLOSE CO N D 3rD N ED SPACES THROUGH W H ICH A GROUND COVER OF 6 M IL (0 .006") BLACK PO LYBTH YUM B OR EQUIVALENT SHALL BE LAID OVER THERMAL EIN ERG Y MAY BE TRANSFERRED TO OR FROM THE EX X) R EXCEPT AS B HT GROUND IN ALL CRAW L SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT L SCION PTEsID BY TH8 W SBD. 1,200,000 BACH .A NT AND SHALL EXTEND TO THE FOUNDATION N ALL. 1200 AN 1. FUEL BURNING APPL mNCBS LOCATED N Zt7•E 3N THE BUILD NG ENVBLO PB SHALL, OBTAIN AIR ` THE NET FREE VENTILATING AREA FOR ATTIC VENTIATDN MAY BE 1/300 OF THE AREA OF THE FROM OUTDOORS, MBBTNG THE PROVISIONS OF THE UNIFORM N BCHANEAL CODE. 1 VENTILATED SPACE PROVIDED THAT A VAPOR BARR= HAVE A PERM RATING NOT EXCEEDING 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPS SHALL MEET THE " 00 ' 000 ONE IS INSTALLED ON THE N ARM SIDE OF THE NSULATDN . PROVISIONS OF THE UNIFORM M8CHANEAL CODE 1b00Aoo DOM ORK IDCATDN AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVMX)NS OF 1,600 A00 2 0 01 W AS IN G TO N STATE EN ERG Y CO D E W S 2 .0 .) - TABLE 6 1 TH B UN IFO RM M RCHAN EAL CODE ,PRBSCRWrlV8 RBOUIREMENTS FOR GROUP R OCCUPANCY 1,800A0o CLIMATE ZONE 1 ALL W ARM AIR FURNACES SHALL .b"PED BE I AND LABS BY AN APPROVED AGENCY AND N STAKED PER TH B ON GPO RM M BCH AN EAL CO D E. 1,800,000 2AOOADO LOADING ROO F 15 PSF DEAD LOAD + 25 PSF L3VE LOAD a 40 PSF FLOOR 10 PSF DBAD LOAD + 40 PSF LNB LOAD « 50 PSF CE WING 5 PSF DEAD LOAD + 10 PSF LNB LOAD r 15 PSF DECK 5 PSF DEAD LOAD + 60 PSF LN 8 LOAD a 65 PSF • 34TERDR N ?:.RTITDN . 7PSF EXTERIOR PART3TDN Or 10 PSF WOOD BEARING ON Ol ISTALLED W ITHIN 1' OP MASONRY OR CONCRETE TO BE TREATED N 3TH AN APPRG VEID Ph E3SERVATIVE . 60 LID BID CKRIG 0 F NO T LESS THAN 2X TH ICKN BSS SHALL BE PROVIDED AT RWD S AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" D IAN BTER W ZM 2"X2"X3 /16" PLATE W ASH ERS 0 4' -0" ON CENTER UNLESS NOTED O TH ERW ISE . 7" M 3N 3M UM EMBEDMENT. ALL METAL FRAM ING AN CH 0 RS AND HANGERS SHOW N ON DRAWINGS SHALL BE STRONG TN CONNECTORS AS MANUFACTURED BY S IM PSO N CO M PAN Y 0 R APPRO 'QED BQ UAL. Zn DOD ALL PLYW OOD W ALL AND ROOF SHEATHING SHALL, BE X " CDX, UNLESS NOTED OTHERN I.SE. MINIM UM NAILING SHALL BE 8D 0 6" O.C. AT PANEL EDGES AND 12" O.C. N FTBID . SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLUOR SHEATHING SHALL BE N * CDX TONGUE AND (GROOVE UNLESS NOTED OTHE RW ISSE. M 3 N3MUM NAILING SHALL BE lOD • 6" O.C. 0 EDGES AND 12" O.C. INFIRM. SPAN INDEX SHALL. BE 40/20. STAGGER AIL PANEL EDGES AT ROOF AND FLOOR SHEATHING. O R IELN TED STRAND BO PRD O S B.) SH E3ATH N G PRODUCTS OF ENQ U 1VALBN T SPAN RATINGS SHALL BE AUD W ED. gJUE LAM JUATED T21 BERS AIL GLU LAM IN ATERD TIMBERS SHALL BE D 0 OG -FM LARCH, FAB R R'ATED TO THE REIQUIRE M ERFNTS OF THE US PRODUCTS STANDARD PS 56. LDM HER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2,400 PSI IN BENDING, 1,100 PSI IN TEN S D N , 1,6 00 PSI IN CO M PR BSS IO N PARALLEL TO GRAIN, 560 PSI N CO M PR BSS D N PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F -V4). GLUE LAM MATED TIM BRRS TO BE AITC CERTIFIED . USE W ATER PRO OF GLUE. M ANUFACrURED ,TRjjS$ES ALL TRUSSES SHALL BE DESIGNED BY RHOMTERED STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE ENGINEER OR BY A QUALITY CONTROL AGENCY AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DES33NS SHALL BE SUBM IITBD FOR APPROVAL PR ID R TO FABR EATD N . OPTDN IM UN PII�TRATD N 0 F 0 5 GLAZ GIG U _ACTOR 9 CF1N PER LINEAL FOOT OP OPERABLE SASH PERIMETER AS TES'T'ED BY STANDARD IdPULMATIDN 2. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR 3N SULAT 3D N AND M 0 ISTURE CREW ABOVE, BUT SHALL BE MADE N BATHER- MIPPED, CAULKED AND BE MADE T33HTLY SYSTEM USING THE POLMN ING METHOD. 5 FITTING . SLID ING GLASS D00 RS TO PERM Zr N AXIM UM IN PII,TRATDN 0 P 0 5 CPH PER SQ UARB � • �� AIR INLET DUCT SHALL COM PLY W IIH THB FOLLOW ING ' . PR � .' � ROOT OP DOOR AREA. .: .. A . 8B S]Z® ACCO RD Nd zo TABLE 3 -5 0 N TH IS sH ENB'T . r' VAULTED N. BE DUCTED FROM THE 6XT8RDR AND CONNECTED TO THE RETURN AIR STREAM N IIHN FOUR iIALL- G88 FLANS FOR: FEET U PSTR BAN OF THE FURNACE BMW BR ; UNLESS NOTED OTHERN SB, IN SUTATD N SHALL CONFORM TO THE W ASH INGTON STATE ENERGY MAXIMUM GLAZING AREA. . C. BE INSULATED TO R-4 M N) N HER LOCATED N MIN H BATi9D SPACES. CODES, 2. (GLAZING MANUFACTURER AND MODEL > A. BE PROTECTED FROM THE ENTRY OP NSBCTS, LEAVES AND OTHER FOREIGN MATERIAL. NSUTATDN BAFFLES Zb MAINTAIN 1 1/2" CLEAR SPACE ABOVE NSDLATDN . �• N 933HTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. B. NOT RECENE AIR FROM TUB FOLIDW ING AREAS: .. ' ' RAPPLE8 TO EXTEND 6" ABOVE BATT INSULATID N . 143 1. N ]THIN TEN PEST OP AN APPLIANCE V0 4T OUTLET, UNLESS THE VENT OUTLET IS THREE BAFFLES TO BXT'EEN D 22* ABOVE MOSS PILL IN SU LATD N `� SAFETY GLAZING LO CATD N S PER N TERN ATD NAL BU 3 D N G CODE. ; PERT ABOVE B THE FRESH AN IN LET . INSULATE BEHIND BATHTUBS, SHOW SRS, PARTZTDNS AND CORNERS. 2. INGRESS AND OGRESS DOORS. 2. N HERB V N ILL PICK UP OBJECTI)NABLE ODORS, PUN ES OR FLAMMABLE VAPORS. FACE STAPLE BAITS. 2. SLIDING GLASS DOORS AND SK 3NG3NG GLASS DOORS. 3. A HAZARDOUS OR UNSANZTARY LOCATION. FRE'TDN PTT FACED BATTS 3. SHOW BR AND BATHTUB ENCLOSURES. 4. A ROOM OR SPACE HAVING FUEL BURNING APPLIANCBS THEREIN. t , USE 4 M IL (0.004*) POLYSTHYIM NB VAPOR BARRIER AT W AIM. 4. GLAZING N IM THE EXPOSED EDGE N ITHIN AND 24" RADIUS ARC OF BATHER VBRTEAL EDGE S. CMSBR THAN THEN FE3BT FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM , USE PVA PAINT W ZM A DRY CUP PWN RATING OF ONE MAX). ` . OP DOOR N THE CLOSED POSITION AND THE BOTTOM EDGE 15 LESS THAN 60" ABOVE THE UNLESS THE VENT OPENING IS AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. R-10 INSULATION UNDER MACTRE M ATER HEATERS. N Al"G SURFACE. 6. ATTICS, CRAN LSPACES OR GARAGES. 60 5. GLAZING GREATER THAN 9 SQUARE FS THAT IS LESS THAN 18" ABOVE FINISHED FLOOR. 4. THE INLET DUCT SHALL 8E EQUIPPED N NTH -ONE OF THE FOLLOW ING: ItIF�,TRATDN CONTROL 6. GLAZING IN ALL GUARD RA31S. A. A MOTORIZED DAMPER CONNECTED TO THB AUTONATE CONTROL TIM ER, OR SXZBRIDR JD NTS AROUND N INDOW S AND DOOR FRAMES, OPENINGS BBTN BEN N ALLS AND 020 B. A PTXBD DAM PER INSTALLED AND SECT TO M NET M BASURBD FLOW RATES AS SPeCIFIIRD IN TABLE FOUNDATIONS, B97V BEN N AILS AND RO 0 P AND BE'TN BEN W ALL PAN RIB, 0 PEN ING S AT SCREENS NEED NOT BE PROVIDED AT SKYLDHTS WHEN FULLY TEMPERED GLASS 38 USED AS 3-2 ON THIS SHBBT, OR PEN BTRATDNS 0P UTX= SBRVEBS THOUGH W ALLS , FLOORS, AND ROOF, AND AIL 0THR R 63NOIR GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOW ING CONDITIONS : C. AN AU70HATIC FLOW RBOUTATING DEVER KIM PZLD MEASURED MINIMUM NBGATNR SUCH OPENINGS IN THE BUILDING ENVELOPE, INCWD3NG ACCESS PANELS INTO UNHEATED ARE Mme PRESSURE OF 0.70' WATER GAUGE AT THR POINT WHOM THE OUTSIDE AIR DUCT 19 SPACES, SHALL BE SUMM, CAUMED, GASX3lTRD OR W PATH BR•6{TRNPEa TO LIM a AIR 1. THE GLAZING DOES NOT WECBBD 16 SQUARE PERT CONNECTED TO THE RETURN AIR PLENUM . , INFII.IRATDN. .. - 2. THE HIGHEST POINT OF GLASS 35 NOT MORE THAN 12' -0" ABOVE ANY N ALiCIEG SURFACE OR S. THE VENTUATX) N SY& M SHALL BE CONTROLLED BY A 24-HOUR CLOCK TIMER INSTALLED IN A • AIL SXTEIRDR DOORS, OTHER THAN FIIRB4t11TED DOORS, SHALL BB D83=3NED TO LIM Zr AIR ACC88838I8 AREA. READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF CONTINUOUS OPERATION , NFII.TRATDN AROUND THEIR PER114WM N HEN IN A CLOSED POSITION. DOORS BETW ERN :• TH NO THEKNESS OF EACH PANE DOGS NOT RXC88D 3/16 *. - AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THB TIME OF THE FINAL INSPBCTDN r R13SMENCB AND GARAGE ARE NOT CONSIDERED "IM2- RATED* AND MUST MEET THE ABOVE 0 20 THE TIMER SHALL BE SET TO OPERATE THE N HOLE HOUSE SYSTEM FOR A MINIMUM OF BIGHT REN'QUIREM ENT : + ' ,, _ HOURS A DAY. A LABEL SHALL BB AFFIXED TO THE CONTROL THAT READS V HOLE HOUSE , ALL MIT ]DR N NDOW S SHALL BE DESIGNED TO ADM IT AIR INPILTRATDN INTO OR FROM THE 4 VMT31ATDN 49SE OPERATING INSTRUCTIONS)'. - DO 31D ING ENV'E3D PE N H NCH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASSN B M E H C ICAL 218 283.73. SITE BUILT AND M 33" ORK SHOP MADE N OODEIN SASH ARE EXE M PT FROM TESTING .. L. NOTE: KING COUNTY RRCOMMEINDS THE NSTALLATDN OP A CENTRALLY LOCATED W HOLE HOUSE .NBUT SHALL BB W BATHER STRIPPED , CAUUM AND MADE T33HTLY PIITING 113 EXHAUST FAN N ZTH A M INlMUN BONE RATING OF 15 AND SIZED ACCORDING TO TABLE 3.2 ON THIS 135 SOLI) FUEL BURNING APPLANCBS INCLUDE AIRTIGHT STOVES, FMRPTACB STOvok ROOM SHEET AND CONNECTED TO THE AUTOMATE CONTROL TILER. THIS W ILL FACII.Z'PATE FRESH AIR PIPING FOR HOT WATBR/3TBAN SYSTEMS OF PIPING FOR CONTINUOUSLY CIRCULATING HOT HEATERS, FACTORY GUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING .a DITRAUTDN AND REDUCE THE POSSBIIM OF MOSTURB LADEN AIR BRING DRIVEN INTO THE N A71 R SBRVEB I5 REQUIRED TO BE INSULATED PER THE N B.B.C. SERVICE N ATBR PIPING APPLIANCES SHALL COMPLY N IM THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE BUILDING CAVVM. 21TERDR DOORS SHOULD BE UNDERCUT ONE HALF INCH CL/2 ABOVE THE SHALL BE INSULATED TO A M N IN ON O P R 3 AND TH B ON DO RM M SCHAN EAL CO D B. .. ,. - INS ISH ED FLOOR. YARQ I& =VIERS 1 G RO UND CO VRRS H M12IG - TAE3zE 3!2 AN APPROVED VAPOR BARRIER SNAIL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED EACH DN SLUNG UNIT SHALL BE PROVIDED N ITH HEATING FAC1=3ES CAPABLE OF , VENTI ATI)N RATES FOR AIL GROUP R OCCUPANCIES POUR STORIES AND LESS* RAFTER SPACES FORM ED N HERB CEILING ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF 7 MAINTAINING A TEAM PBRATURB OP 70 DEGREES FAHRENHEIT AT A H913HT OP 3' -0" ABOVE THE JM IN 24 ON AND MAXIMUM VENTIIATDN RATES: CUBE PEET P3R M NUTE ICPM RA PTBRS, AND AT EXTBRDR N AILS. INSET STAPLED BATTS N IM A PERM RATING LESS THAN FLOOR N ALL HABITABLE ROOMS N HER THE OUTSIDE TEN PBRATURB IS AS SET FORTH IN THE ' ; . 170 N BBO 3501-4000 van MAY B B IlN STALL AD IF TH S VAPOR BARRIER 15 TO THE WARM SIDS, STAPLES SHALL BE PLACED NOT MORE THAN 8" O.C. AND GAPS BETH BEN THE FACING AND THE FRAM ING SHALL ; NOT EXCEED 1/1609 ,t DBF1NEMN OF BUILDING ENVELOPS FROM THE N ASHNGTON STATE ENERGY CODE: THE E;LEM ENNTS OF A BUILDING N H EH ENCLOSE CO N D 3rD N ED SPACES THROUGH W H ICH A GROUND COVER OF 6 M IL (0 .006") BLACK PO LYBTH YUM B OR EQUIVALENT SHALL BE LAID OVER THERMAL EIN ERG Y MAY BE TRANSFERRED TO OR FROM THE EX X) R EXCEPT AS B HT GROUND IN ALL CRAW L SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT L SCION PTEsID BY TH8 W SBD. 1,200,000 BACH .A NT AND SHALL EXTEND TO THE FOUNDATION N ALL. 1200 AN 1. FUEL BURNING APPL mNCBS LOCATED N Zt7•E 3N THE BUILD NG ENVBLO PB SHALL, OBTAIN AIR ` THE NET FREE VENTILATING AREA FOR ATTIC VENTIATDN MAY BE 1/300 OF THE AREA OF THE FROM OUTDOORS, MBBTNG THE PROVISIONS OF THE UNIFORM N BCHANEAL CODE. 1 VENTILATED SPACE PROVIDED THAT A VAPOR BARR= HAVE A PERM RATING NOT EXCEEDING 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE BUILDING ENVELOPS SHALL MEET THE " 00 ' 000 ONE IS INSTALLED ON THE N ARM SIDE OF THE NSULATDN . PROVISIONS OF THE UNIFORM M8CHANEAL CODE 1b00Aoo DOM ORK IDCATDN AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVMX)NS OF 1,600 A00 2 0 01 W AS IN G TO N STATE EN ERG Y CO D E W S 2 .0 .) - TABLE 6 1 TH B UN IFO RM M RCHAN EAL CODE ,PRBSCRWrlV8 RBOUIREMENTS FOR GROUP R OCCUPANCY 1,800A0o CLIMATE ZONE 1 ALL W ARM AIR FURNACES SHALL .b"PED BE I AND LABS BY AN APPROVED AGENCY AND N STAKED PER TH B ON GPO RM M BCH AN EAL CO D E. 1,800,000 2AOOADO LOADING ROO F 15 PSF DEAD LOAD + 25 PSF L3VE LOAD a 40 PSF FLOOR 10 PSF DBAD LOAD + 40 PSF LNB LOAD « 50 PSF CE WING 5 PSF DEAD LOAD + 10 PSF LNB LOAD r 15 PSF DECK 5 PSF DEAD LOAD + 60 PSF LN 8 LOAD a 65 PSF • 34TERDR N ?:.RTITDN . 7PSF EXTERIOR PART3TDN Or 10 PSF WOOD BEARING ON Ol ISTALLED W ITHIN 1' OP MASONRY OR CONCRETE TO BE TREATED N 3TH AN APPRG VEID Ph E3SERVATIVE . 60 LID BID CKRIG 0 F NO T LESS THAN 2X TH ICKN BSS SHALL BE PROVIDED AT RWD S AND AT ALL SUPPORT OF JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" D IAN BTER W ZM 2"X2"X3 /16" PLATE W ASH ERS 0 4' -0" ON CENTER UNLESS NOTED O TH ERW ISE . 7" M 3N 3M UM EMBEDMENT. ALL METAL FRAM ING AN CH 0 RS AND HANGERS SHOW N ON DRAWINGS SHALL BE STRONG TN CONNECTORS AS MANUFACTURED BY S IM PSO N CO M PAN Y 0 R APPRO 'QED BQ UAL. Zn DOD ALL PLYW OOD W ALL AND ROOF SHEATHING SHALL, BE X " CDX, UNLESS NOTED OTHERN I.SE. MINIM UM NAILING SHALL BE 8D 0 6" O.C. AT PANEL EDGES AND 12" O.C. N FTBID . SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLUOR SHEATHING SHALL BE N * CDX TONGUE AND (GROOVE UNLESS NOTED OTHE RW ISSE. M 3 N3MUM NAILING SHALL BE lOD • 6" O.C. 0 EDGES AND 12" O.C. INFIRM. SPAN INDEX SHALL. BE 40/20. STAGGER AIL PANEL EDGES AT ROOF AND FLOOR SHEATHING. O R IELN TED STRAND BO PRD O S B.) SH E3ATH N G PRODUCTS OF ENQ U 1VALBN T SPAN RATINGS SHALL BE AUD W ED. gJUE LAM JUATED T21 BERS AIL GLU LAM IN ATERD TIMBERS SHALL BE D 0 OG -FM LARCH, FAB R R'ATED TO THE REIQUIRE M ERFNTS OF THE US PRODUCTS STANDARD PS 56. LDM HER SHALL BE OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF; 2,400 PSI IN BENDING, 1,100 PSI IN TEN S D N , 1,6 00 PSI IN CO M PR BSS IO N PARALLEL TO GRAIN, 560 PSI N CO M PR BSS D N PERPENDICULAR TO GRAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24F -V4). GLUE LAM MATED TIM BRRS TO BE AITC CERTIFIED . USE W ATER PRO OF GLUE. M ANUFACrURED ,TRjjS$ES ALL TRUSSES SHALL BE DESIGNED BY RHOMTERED STATE ENGINEER AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES SHALL BE STAMPED BY THE ENGINEER OR BY A QUALITY CONTROL AGENCY AS THE STATE TRUSS FABRICATORS COUNCIL. ALL TRUSS DES33NS SHALL BE SUBM IITBD FOR APPROVAL PR ID R TO FABR EATD N . OPTDN 310 GLAZ GIG U _ACTOR 9 1 3 lZ V ALL 4 4 N ALL- 5 6 N N GLASNO M IN DOOR CNLNG VAULTED ABOVE iIALL- NIT. FLOOR KAB MAX ARNA : 50 U _ACTOR 65 cullw0 GRADE PIT. BRIAN 143 ON V=TCA OVERHEAD 188 1 OF 210 55 83 BELOW GRADE 85 ORADN 100 FLOOR L 173 130 195 145 218 GRADE 60 90 ;75 L 228 035 0.58 020 R 38 R 30 R 15 R 15 R 10 R 30 R 10 II. 151 OAO 058 020 R 38 R 30 R-21 R-21 R-10 R30 R 10 33L VELM E= a10UP6i 0 AO - 1058 0 20 R 38 R 30 R -21 R-21 R -10 R 30 R 10 195 occvnxcs 218 160 240 1 2001,2500 2501-3000 75 113 90 135 105 158 120 OULT 135 203 150 225 165 248 3001-3500 80 120 95 APPLIANCES INTENDED FOR 3N STALLATID N IN CLO SETS , ALCOVES OR CO N FIJ ED SPACES SHALL BB SO LISTED AND IN STALLED PER TH B ON I O RM M RCHAN B.'AL CO D R. NO W ARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE W ITN A SPACE LESS THAN 12" N 3D BR THAN THE FURNACE OR A CLEARANCE OF 3" ALONG THE SIDES, BACK AND TOP Y 1 ACCO RD ING TO TH B ON IFO RM M 8CHAN 3CAL COD B. MUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED N A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES M 13HT COLLECT. FLOOR T 2 OR LESS 3 4 5 6 7 8 80 -125 7 NCH 6 NCH 20'-0' 3 M IN MAX N N M AX M IN MAX M 3M MAX MIN M AX M IN MAX MIN MAX 50 75 65 98 80 120 95 143 110 165 125 188 140 210 55 83 70 105 85 128 100 150 115 173 130 195 145 218 00 60 90 ;75 113 90 135 205 158 120 180 135 203 150 225 15012000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 o 70 105 85 128 100 1 150 115 173 130 195 145 218 160 240 1 2001,2500 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 1 12S 168 140 210 155 233 170 255 185 278 5001.6000 105 158 120 180 135 203 1 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 1 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 > 9000 1 145 218 1 160 1 240 175 263 1 190 1 285 1 205 308 220 330 235 353 APPLAN SO FUELED SHALA, NOT HB NSTAI " N AN ABOVE GRADE UNDER FLOOR SPACE BASEM ENT UNLESS SUCH LOCATION N PROVIDED N 3TH AN APPROVED M BANS FOR REMOVAL OF * FOR RESIDENCES THAT MUM 8 BED ROOM S, INCREASE THE M IN IM UM ROO OMEN ENT L EM FOR 8 .` UNBURNED GAS PER THE UNIFORM MBCHAN3E.ALCODE. BEDROOMS BY AN ADDDNAL 15CPH PER BEDROOM . IN MAXIMUM CPM IS 80 UAL TO 15 T34 ES THE ,MIN IM ON HEATING AND COOLING APPLIANCES LOCATED IN GARAGES AND WHICH GENERATE A F+IA W . SPARK OR PLANE CAPABLE OF 3GN ZING FLAM M ABLE VAPORS SHALL BE INSTALLED W ITN THE PILOTS AND BURNERS OR HEATING BEEN EENTS AND SW ITCHES AT LEAST 18" ABOVE THB FLOOR .PRSSCRIPTR$ EXHAUST DUCT SIZNG 10. NOM NAL R - VALABS ARE FOR WOOD FRAM 8 ASSEM BLISS ON OR ASSEMBLIES BUILT IN SURFACE. ACCORDANCE N ZTH SBCTDN 6011 OF THEN S B.0 . , FAN TESTED N ]M UM M AX 314 UN M WIN ON M AX 314 UM IM AX 24 UN FMB DAM PERS N® NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE N ALL, FLOOR OR CFM �' Z.I3NG'*H SM GOTH LENGTH ELBOW S FMB 1. M N314 ON RBQUMEN EINTS PO EACH 0P'T3DN IS4TBD FOR MEAN PIE, IF A PROPOSED DESIGN CBIIMG SEPARATING A RESIDENCE GROUP B, DIVEDN 3 OCCUPANCY) FROM A GARAGE 43ROUP 025 G. D IAN MR FEET 1) VLK TER P'EE3"T 1 HAS A GLAZNG RATIO TO THB CONDITDNEND FIDOR AREA OF 13% , ZT SHALL COM PLY W 3TH M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS N ZMN THE GARAGE ARE CONSTRUCTED 50 4 NCH 25 4 TECH 70 3 ALL OF THE RENQUIRRMEaNTS OF THE 158 GLAZING OPTION OR HIGHER). PROPOSED OF STBBLHAVNG A THICKNESS NOT I THAN 0.019" 040. 26 GALVANIZED SHEET GAUGE) AND BO 51NCH 80'-0" S NCH 100'-0' 3 DESIGNS WHICH CANNOT MEET THE SPBCIIW REQUIREMENTS OF A LISTED OPTION ABOVE HAVE NO OPENINGS INTO THE GARAGE PER THE UNIFORM MBCHANEALCODB. r-F' M AY CALCULATE CON FLANGE BY CHAPTERS 4 OR 5 O F THE N SBD B.C. "�� 0 4R 50 6 INCH NO LI4 III 6 NCH NO LIM 3T 3 W ARM AIR FURNACE I NSTALI ATIONS N ATTICS OR CRAM L SPACES SHALL CON PLY N 3TH THE 0 4 NCH N 2a 4 INCH 20 3 2 . RBQ U IREiM BNT APPLIES TO ALL CEII.ING S EXCSE?T' SINGLE RAFTER O R .A 1gT VAULTED UN O RN M HCHAN EN, CO D R. ]LNNCEILING. {�,,,,.►E `• " CBGS. 11DV'DBNOTBS ADVANCE FRAMED ` � 0 5 NCH I5 5 NCH 100 3 3. RBQUMEM ENT APPLICABLE ONLY TO SINGLE RAFTER OR .ASST VAULTED CRUXGS. EVERY APPLIANCE DE3SI3NED TO BE VENTED SHALL BB CONNECTED TO A VENTING SY§Tw � � 80 6 NCH 90 6 NCH NO LI4 III 3 CON PLYING W ZIH THE ON IO RM M ECHAN EAL CODE. Z 4. BELOW GRADE W ALES SHALL BE INSULATED RnM BR ON THE EXTER ID R TO AN IN IM UM LEVEL 100 151�ICH = N,A 5 NCH ;50'-0" 3 1 , 0 F R 10, O R 0 N TH B INTER D R TO TH E SAM B LEVEL A N ALLS ABO VB GRAD 9. BXTBR ID R VERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OF TYPE BW GAS VENT SH ALL �..r•r'100 6 INCH 45 5 IN CH N O L I4 IT 3 BE INSTALLED N ACCORDANCE N 7TH THE TERMS OF ZTS LISTNG MANUFACTURERS ,...y "' U i�a INCH 225 -0" 6 N CH rN 0 L34 IT I IIN SRI IATD N INSTALLED 0 N B BID N GRADE W ALLB SHALL B E A N ATN3R R BS ISTAN T M ATBR AL N STAIiATD N INSTRUCTIONS AN D TH B REQUIREMENTS 0 IR BM EN TS 0 P THE UNIFORM RM M BCH AN ]CAL CO D B . � � �V�t �� 6 I I MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED TO THE MANUFACTURERS cm SPEC7T.ATDNS S. SEE SECTION 602.2 OF THE N S B.C. � �� '► ,� ,.. 125 7 N CH 70 7 3 N CH 140 LI4 ZT3 3 A TYPE B 0 R BN GAS VENT SHALL TERM 1NATB PER TH B ON 1po RM M BCHAN EAL CO D B. 5. FLOORS OVER CRAM LSPACES OR EXPOSED TO AMB3WTAIR CONDZTDNS. -• F NOTE: 1. FOR BACH ADDZTONAL ELBOW SUBTRACT 10 FROM LENGTH. A TYPE L VENTING SYSTEM SH ALL TERM NATE NOT Ii3,SS THAN 2' -0* ABOVE THE HIGHEST POINT o2. FLEX DUCTS 0 P TH B D A M TER ARE NOT PERM IISTBD N ZM PAN S 0 P TH S SEE 6. REQUIRED SLAB PBRIMBTBR INSUL,ATDN SHALL BE A WATER RESISTANT MATERIAL, W HERB THE VENT PASSES THROUGH THE POOP OF THE BOILING AND AT LEAST 2' -0' HIGHER MANUP7ACTURIID FOR tT'S INTENDED USE, SAND IN STALLED ACCORDING TO THE THAN ANY PORTION OF THE BUILDING N IIHN 10' -0" OF THE VENT PER THE tTN]PORN TABLE 3-0 MANOPACTURBRB9 9PECIIiEATDNS. 8B8 911CTDN 602E OFTHB N 3,B.C. 148CHANEALCODB. PERSCRIBT3VE INTEGRATED FORCED AIR SUPPLY DUCT SIZING 7. INOT USED IN C`lJMATE ZONE 1 REQUIRED FLOW CF14) M N SM 00TH M IN FLEX ALB M AX LBGTH M AX NUM BBR VENT CONNECTORS SHALL BE INSTALLED N ]THIN THE SPACE OR AREA IN N HIrH THE APPLIANCE PER TABLE 3.2 DUCT DAM BTBR DUCT DAM BTSR OF ELBOW S S. NOT UWD I1 CL 14 ATB ZONE 1 19 IO CATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A M ANNSR A3 TO ALL NON BEARING N AIM OR PARTITIONS SHALL BE HEIR AN AY FROM THE TRUSS BOTTOM Q 14AINTAIN THB CLEARANCE TO CONBUSTNIAS PER THE ONIFORN NBCHAN EAL CODB. IN RECEN!'p CHORD W ITN AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD W ILL NOT 0. DOORS, INCLLNDING ALL ME DOORS, SHALL 82 ASSI3NRD DEFAULT O- PACTORS FROM TABLE 80 -125 7 NCH 6 NCH 20'-0' 3 WY OFTUKWILA BEAR ON TH9 N ALL OR PARTZTDN N. 10 -0C OF THEN BBC. Iiza2lG RoUI1?M MT 215-17S B NCH M4 Go 10 NCH 20 3 KC, APPROVED HANGERS SHALL BE USED AT ALL CONNSC'TI)NS OP RAFTRRS, SACK OR HIP TRUSSES 10. W HERB A MAXIMUM GLAZING AREA 3S LISTED, THE TOTAL. ()LAZING AREA COM BINED AIL HEATING EQU31"BUT SHALL M EST THE RHOUIRRNR NTS OF THE 1987 NATIONAL APSUANCB 170,?rt0 !4 NCH TO MAIN GIRDER TRUSSES. VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR ARIA SHALL BE APPLAN SO FUELED SHALA, NOT HB NSTAI " N AN ABOVE GRADE UNDER FLOOR SPACE BASEM ENT UNLESS SUCH LOCATION N PROVIDED N 3TH AN APPROVED M BANS FOR REMOVAL OF * FOR RESIDENCES THAT MUM 8 BED ROOM S, INCREASE THE M IN IM UM ROO OMEN ENT L EM FOR 8 .` UNBURNED GAS PER THE UNIFORM MBCHAN3E.ALCODE. BEDROOMS BY AN ADDDNAL 15CPH PER BEDROOM . IN MAXIMUM CPM IS 80 UAL TO 15 T34 ES THE ,MIN IM ON HEATING AND COOLING APPLIANCES LOCATED IN GARAGES AND WHICH GENERATE A F+IA W . SPARK OR PLANE CAPABLE OF 3GN ZING FLAM M ABLE VAPORS SHALL BE INSTALLED W ITN THE PILOTS AND BURNERS OR HEATING BEEN EENTS AND SW ITCHES AT LEAST 18" ABOVE THB FLOOR .PRSSCRIPTR$ EXHAUST DUCT SIZNG 10. NOM NAL R - VALABS ARE FOR WOOD FRAM 8 ASSEM BLISS ON OR ASSEMBLIES BUILT IN SURFACE. ACCORDANCE N ZTH SBCTDN 6011 OF THEN S B.0 . , FAN TESTED N ]M UM M AX 314 UN M WIN ON M AX 314 UM IM AX 24 UN FMB DAM PERS N® NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE N ALL, FLOOR OR CFM �' Z.I3NG'*H SM GOTH LENGTH ELBOW S FMB 1. M N314 ON RBQUMEN EINTS PO EACH 0P'T3DN IS4TBD FOR MEAN PIE, IF A PROPOSED DESIGN CBIIMG SEPARATING A RESIDENCE GROUP B, DIVEDN 3 OCCUPANCY) FROM A GARAGE 43ROUP 025 G. D IAN MR FEET 1) VLK TER P'EE3"T 1 HAS A GLAZNG RATIO TO THB CONDITDNEND FIDOR AREA OF 13% , ZT SHALL COM PLY W 3TH M, DIVISION 1 OCCUPANCY), PROVIDED SUCH DUCTS N ZMN THE GARAGE ARE CONSTRUCTED 50 4 NCH 25 4 TECH 70 3 ALL OF THE RENQUIRRMEaNTS OF THE 158 GLAZING OPTION OR HIGHER). PROPOSED OF STBBLHAVNG A THICKNESS NOT I THAN 0.019" 040. 26 GALVANIZED SHEET GAUGE) AND BO 51NCH 80'-0" S NCH 100'-0' 3 DESIGNS WHICH CANNOT MEET THE SPBCIIW REQUIREMENTS OF A LISTED OPTION ABOVE HAVE NO OPENINGS INTO THE GARAGE PER THE UNIFORM MBCHANEALCODB. r-F' M AY CALCULATE CON FLANGE BY CHAPTERS 4 OR 5 O F THE N SBD B.C. "�� 0 4R 50 6 INCH NO LI4 III 6 NCH NO LIM 3T 3 W ARM AIR FURNACE I NSTALI ATIONS N ATTICS OR CRAM L SPACES SHALL CON PLY N 3TH THE 0 4 NCH N 2a 4 INCH 20 3 2 . RBQ U IREiM BNT APPLIES TO ALL CEII.ING S EXCSE?T' SINGLE RAFTER O R .A 1gT VAULTED UN O RN M HCHAN EN, CO D R. ]LNNCEILING. {�,,,,.►E `• " CBGS. 11DV'DBNOTBS ADVANCE FRAMED ` � 0 5 NCH I5 5 NCH 100 3 3. RBQUMEM ENT APPLICABLE ONLY TO SINGLE RAFTER OR .ASST VAULTED CRUXGS. EVERY APPLIANCE DE3SI3NED TO BE VENTED SHALL BB CONNECTED TO A VENTING SY§Tw � � 80 6 NCH 90 6 NCH NO LI4 III 3 CON PLYING W ZIH THE ON IO RM M ECHAN EAL CODE. Z 4. BELOW GRADE W ALES SHALL BE INSULATED RnM BR ON THE EXTER ID R TO AN IN IM UM LEVEL 100 151�ICH = N,A 5 NCH ;50'-0" 3 1 , 0 F R 10, O R 0 N TH B INTER D R TO TH E SAM B LEVEL A N ALLS ABO VB GRAD 9. BXTBR ID R VERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OF TYPE BW GAS VENT SH ALL �..r•r'100 6 INCH 45 5 IN CH N O L I4 IT 3 BE INSTALLED N ACCORDANCE N 7TH THE TERMS OF ZTS LISTNG MANUFACTURERS ,...y "' U i�a INCH 225 -0" 6 N CH rN 0 L34 IT I IIN SRI IATD N INSTALLED 0 N B BID N GRADE W ALLB SHALL B E A N ATN3R R BS ISTAN T M ATBR AL N STAIiATD N INSTRUCTIONS AN D TH B REQUIREMENTS 0 IR BM EN TS 0 P THE UNIFORM RM M BCH AN ]CAL CO D B . � � �V�t �� 6 I I MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED TO THE MANUFACTURERS cm SPEC7T.ATDNS S. SEE SECTION 602.2 OF THE N S B.C. � �� '► ,� ,.. 125 7 N CH 70 7 3 N CH 140 LI4 ZT3 3 A TYPE B 0 R BN GAS VENT SHALL TERM 1NATB PER TH B ON 1po RM M BCHAN EAL CO D B. 5. FLOORS OVER CRAM LSPACES OR EXPOSED TO AMB3WTAIR CONDZTDNS. -• F NOTE: 1. FOR BACH ADDZTONAL ELBOW SUBTRACT 10 FROM LENGTH. A TYPE L VENTING SYSTEM SH ALL TERM NATE NOT Ii3,SS THAN 2' -0* ABOVE THE HIGHEST POINT o2. FLEX DUCTS 0 P TH B D A M TER ARE NOT PERM IISTBD N ZM PAN S 0 P TH S SEE 6. REQUIRED SLAB PBRIMBTBR INSUL,ATDN SHALL BE A WATER RESISTANT MATERIAL, W HERB THE VENT PASSES THROUGH THE POOP OF THE BOILING AND AT LEAST 2' -0' HIGHER MANUP7ACTURIID FOR tT'S INTENDED USE, SAND IN STALLED ACCORDING TO THE THAN ANY PORTION OF THE BUILDING N IIHN 10' -0" OF THE VENT PER THE tTN]PORN TABLE 3-0 MANOPACTURBRB9 9PECIIiEATDNS. 8B8 911CTDN 602E OFTHB N 3,B.C. 148CHANEALCODB. PERSCRIBT3VE INTEGRATED FORCED AIR SUPPLY DUCT SIZING 7. INOT USED IN C`lJMATE ZONE 1 REQUIRED FLOW CF14) M N SM 00TH M IN FLEX ALB M AX LBGTH M AX NUM BBR VENT CONNECTORS SHALL BE INSTALLED N ]THIN THE SPACE OR AREA IN N HIrH THE APPLIANCE PER TABLE 3.2 DUCT DAM BTBR DUCT DAM BTSR OF ELBOW S S. NOT UWD I1 CL 14 ATB ZONE 1 19 IO CATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A M ANNSR A3 TO ALL NON BEARING N AIM OR PARTITIONS SHALL BE HEIR AN AY FROM THE TRUSS BOTTOM Q 14AINTAIN THB CLEARANCE TO CONBUSTNIAS PER THE ONIFORN NBCHAN EAL CODB. 50-80 .6 INCH 7 NCH 20 3 RECEN!'p CHORD W ITN AN APPROVED FASTENER TO ENSURE THAT THE TRUSS BOTTOM CHORD W ILL NOT 0. DOORS, INCLLNDING ALL ME DOORS, SHALL 82 ASSI3NRD DEFAULT O- PACTORS FROM TABLE 80 -125 7 NCH 6 NCH 20'-0' 3 WY OFTUKWILA BEAR ON TH9 N ALL OR PARTZTDN N. 10 -0C OF THEN BBC. Iiza2lG RoUI1?M MT 215-17S B NCH M4 Go 10 NCH 20 3 KC, APPROVED HANGERS SHALL BE USED AT ALL CONNSC'TI)NS OP RAFTRRS, SACK OR HIP TRUSSES 10. W HERB A MAXIMUM GLAZING AREA 3S LISTED, THE TOTAL. ()LAZING AREA COM BINED AIL HEATING EQU31"BUT SHALL M EST THE RHOUIRRNR NTS OF THE 1987 NATIONAL APSUANCB 170,?rt0 !4 NCH TO MAIN GIRDER TRUSSES. VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR ARIA SHALL BE ENERGY CONSBRVATD BD M N ACT AND BE 90 LABBI . EQUM ENT SHALL ALSO CON PLY Kim 11 NCH 20'-0' 8 Mwrmwep LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING W ITN U FACTOR OF U= OAO OR BE 14110 F TH2 N SB.C. NOTE: 1. FOR LENGTHS OVER 20 PRET ZNCRBASB DUCT DAM BTSR 1 INCH AIL ROOP TRUSSES SHALL BE FRAMED AND TAD INTO THE FRAME N ORK AND SUPPORTING LESS A NOT NCIADED N GLAZING AREA l 4 ITATDNS. 2. FOR ELBOW S NUM BERING M ORB THAN 3 INCREASE DUCT DAM TER 1 INCH V ALES 90 AS T+0 FORM AN INTEGRAL PART OF THE N HOLE STRUCTURE. ROOF TRUSSES SHALL � HVAC EQUIPM BUT FOR ION -NRSB RESIDENTIAL SHALL BE SIZED NO GREATER THAN 1504 OF • HAVE .>D INT8 N ELL FITTED AND SHALL HAVE ALL TEENSDN M ON BBRS N ELL TIGHTENED BEFORE 11.OVBRHBAD GLAZING SHALL HAVE U- gACTORB DBT'BRM IN BD IN ACCORDANCE N IM NFItC 100 d1�X3N LOAD DOC'T11 ORK ANY WAD 19 PLACED UPON THE TRUSS. DA(GONAL AND SK AY BRAC3N0 SHALL BE USED TO OR AS SPECIALED IN SECTION 5021 S O1? THB N SS2C. DUCT SYSTEM 8 OR FACTORY BIIII.T AIR DUCTS SHALL 8E OF M BTAL AS BET FORTH BY THE E BRACE AM TRUSSES. UNWORN MRCHANIMLCODR. o 12. GAG AND 901M T64 BBR N ALLS M 13W A M N14 UM AVERAGE TH MQNEM OP 3 S" ARE EXEN PT RECTANGULAR, PTAT,OVBAL AND ROUND DUCT JD NTS AND SRAM SHALL BB AIRTIGHT PBR TH S ALI.TERUSSES SHELLER OBS1'3N® FOR UNIIORiN LOADINd AS PI�LLON Si FROM TH39 INSULATION REQUIREMENT. UNIFORM M EBCHANEAL CODE. INSTAL.LATDN OPDUCTS SHALL COM PLY W lrH THB "KMnRM N221- A lrk?. COOK � TOPCHORD 85 PSF OFTRIBUTARY N IDTH ,DUCT INSULATION BE INSTALLED IN ACCORDANCE N ZH THB UNWORM M EECNAM ICAL CODE.. BOTTOM CHORD 5PSPOPTRBUTARY N IDTH TILR ROOF 45 PSF TOP CHORD S PSF 80TTOM CHORD ' a !�,#yyy: ::.,L:.• c1 fi • ti .:.'�.. ......a�.7Y`.1+.ii• ....... _.,, .,+.- ... '. ) � •... . 'L ` �' � _ - � .. ... w. .. .. a - . . ..�I►•- -. •. .. �..I•��r >-•- . ..._•.... iwi.- r. ri..•ww�n+���r�..�.�+.r ►•w..e'♦ .c �•..... ar...i.•.w...i..i•.�rr+.... «.._ .. ..� . •,.•. -. ,_ ...... .- .. - . . -' - . .... _ ... ... .� � � , t �.+� • . «..�.. •. .. .- .. ... ... _ . ._ _ ., .,�,� � .. ..... ... .. «. " . ... Yr.n+ , ».. y...,. Jw .: ,.� � .,...• ..... . w- -.iw�. .. . +.�.... r...ie.w.rt...y . . MY5 .•�►• - ., -,.. ...- .w+••.rr- ..�... -._.... �.- r++.. ..•t- •- •+••w....•+..r.....,.. .wa w. _•�+•..s .a _ .. �•�'� � . ....ter � . T - ...•••. mow.. - -...w _ . -. ra ..... .. ..., .. _. • r ,... .. � �r.� •�1'•►ti t Q of a Go IL , g o � no E o 1? ea� g � no no o � C=== g TOPCHORD 85 PSF OFTRIBUTARY N IDTH ,DUCT INSULATION BE INSTALLED IN ACCORDANCE N ZH THB UNWORM M EECNAM ICAL CODE.. BOTTOM CHORD 5PSPOPTRBUTARY N IDTH TILR ROOF 45 PSF TOP CHORD S PSF 80TTOM CHORD ' a !�,#yyy: ::.,L:.• c1 fi • ti .:.'�.. ......a�.7Y`.1+.ii• ....... _.,, .,+.- ... '. ) � •... . 'L ` �' � _ - � .. ... w. .. .. a - . . ..�I►•- -. •. .. �..I•��r >-•- . ..._•.... iwi.- r. ri..•ww�n+���r�..�.�+.r ►•w..e'♦ .c �•..... ar...i.•.w...i..i•.�rr+.... «.._ .. ..� . •,.•. -. ,_ ...... .- .. - . . -' - . .... _ ... ... .� � � , t �.+� • . «..�.. •. .. .- .. ... ... _ . ._ _ ., .,�,� � .. ..... ... .. «. " . ... Yr.n+ , ».. y...,. Jw .: ,.� � .,...• ..... . w- -.iw�. .. . +.�.... r...ie.w.rt...y . . MY5 .•�►• - ., -,.. ...- .w+••.rr- ..�... -._.... �.- r++.. ..•t- •- •+••w....•+..r.....,.. .wa w. _•�+•..s .a _ .. �•�'� � . ....ter � . T - ...•••. mow.. - -...w _ . -. ra ..... .. ..., .. _. • r ,... .. � �r.� •�1'•►ti t GENERAL 5TRUCTURAL NOTES (?HE FOLLOWING APPLY UW.E55 NOTED OTFERA15E ON THE DRAYVIN65) �.RITE:RIA i.,►veere PM16N � LIVE ENI6INEERIN6 LOAD TYPE LO AD CR17ERIA %OOR LIVE LOAD O.1D D RESIDENTIA 40 P om W SNOM LOAD 25 PSF Pg = 20 PSF • Ce = 10 Is = i.0 Cot : 1,0 PF = 14 P5F AND DESIGN DATA BASK WIND SPEED = 85 M°H (3- SECOND GUST) EXPOSURE: B kq = 1.0 6Cpl = 20.16 (INTERNAL PRE561JRE GOEffj pnet = 11.4 PSF (MAV AND CL.ADDIN6 PRESSURE, 100 EFFECTIVE AREA) r •ARTH WAKE SEISMIC USE GROUP I r516N DATA SITE a A56: D Ss = Img Sds = 0.83g 51 = OSOg Shc = OSOg 5E15MIC DESIGN CATEGORY: D SE ISMIC- FORGE - RESISTING - ✓SYSTEM: I K (LIGHT FRAME BEARIN6 WALLS WITH SHEAR PANFI.,S) R =65 10=1.0 Gs - 0.128 DESIGN BASE SHEAR = 4.06 aIR& col"14now � s 'RAJ o URA1. DINGS RAW SHALL BE USED IN CONJIMCTION WITH • QGHITEGTURA , DRANN65 FOR BIDDING AND C06TRWTiOK CONTRACTOR , 4ALL VERIFY ALL DIMENSIONS AND CONDITIONS WITH ARC.HITEGT5 F ."N65 FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL VGREPANCIES PRIOR TO CONSTRUCTION. V THE EVEW OF COELIM BETYM THE 5TRUCTURAL DRAWINGS AND If PROJECT SPECIFICATIONS, THE STRUCTURAL DRAWINSS SHALL CONTROL, ?AWING INDICATE 6DE RAIL AND TYPIC DETAILS OF CONSTRUCTION. CONDITION5 ARE NOT SPEGIFIGALLY INDICATED BUT ARE OF ;IMILAR CHARACTER TO DETAILS 5HOHN, SIMILAR DETAILS OF ONSTRUCTION SHALL BE USED, SUBTGT TO REVIEW AND APPROVAL BY -+E ARCHITECT AND THE STRUCTURAL ENGINEER. U&ITYAMWAW PLAN JAL.ITY Ac&&69f: FOR 5EI5MIG RE515TANGE FOR THE 19UILDINU65 41N- LATERAL- FORGE - RESISTING- 5Y5TEM SHALL flE PROVIDED BY 'T;GIAL INSPECTION AND MATERIAL. TE5TIN6 OF THE FOLLOWING: SHEARWALL5, HOLDOYWS, DIAPHRA61145, DRA6 CONNECTIONS, AND STEEL FRAMES. 4E SPECIAL INS19XTION AND MATERIAL TESTING SHALL BE OF THE TYPE VD FREQUENCY INDICATED IN THE QUALITY CONTROL SECTION OF THE `NERAL STRUCTURAL. NOTES. 16H SPECIAL INSPECTION AND MATERIAL TE5TIN6 REPORTS SHALL BE 57RIBUTED TO THE OWNER ARCHITECT, EN611EER, CONTRACTOR AND jLDIN6 OFFICIAL WITHOUT DELAY. "RIX TIAAL OBSERVATION BY THE ENGINEER -OF- RECORD, PER IBC ZTION 110q, 15 NOT REQUIRED FOR THIS PROJECT. ACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE VILDIN6'S SEISMIC- FORGE- FE51STIN15 SYSTEM OR OTHER SYSTEM L15TED 'THE QUALITY ASSURANCE PLAW5) SHALL SUBMIT A WRITTEN CONTRACTORS - ATEMENT OF RESPONSISILITY TO THE BUILDING OFFICIAL, OWNER AND , RCHITE CT PRIOR TO GC *NGENENT OF THE WORK ON THAT SYSTEM. E STATEMENT OF RESPONSIBILITY SHALL NETT ALL THE REGU11REi"ENTS IBC 11053. 'V&ITY QQ !. 5TRUGTURAL 5YSTEMS COMPOSED OF COMPONENTS TO BE FIELD "GTED 5HALL BE SUPERVISED BY THE 9JPPL.IEfR DURING 4WAGTURIN19, DELIVERY, HANDL•iNS, STORA6E AND EiRECTiON IN "/'G DANCE WITH INSTRUCTIONS PREPARED BY THE .SUPPLIER. S WTI ON : SPECIAL WEGTION IN ACCORDANCE WITH IBC SECTION 1104 -ALL BE PiROVIDE:D FOR THE FOLLOWING WORK ITEMS AND 8E PEWORNED f A QUALIFIED TE5TIN6 A6ENGY DE516NATED BY THE ARCHITECT. THE RCHITEGT AND 5TRUGTURAL EN61NEER SHALL BE FURNISHED WITH COPIES ALL INSPECTION REPORTS AND TEST RE5LLT5. ITEM 5PEGIAL INSPECTION REQUIRED FOR 'FREQUENCY NAILiN6 OF SWARINALLS, DIAPHRA6M5, PERIODIC AND DRA6 STRUTS TIMBER 1 6WN6 OF DIAPHRA6M5 CON DRAG STRUTS AND HOL_DO"O i'ERIODIG HOLDOYW MOM AND ANCHOR BOLTS FOR 5HEARAALLS N'ERIODIG MAINTAIN AT LEAST !' TO iEARe5T CONCRETE EDGE. HHOLES IN A00D MEHBER5 (�6CWIN6 MF6. PLYMM N S J015T5) VG SECTION 2906 SHALL BE IDENTIFIED 8Y A dIUALITY MARK IN ACCORDANCE E V J m TABLE: IN THE FOLLO TO AST �WMTN AWA STANDARDS. � AS y sS c�' 5MIVL CONFORM ASTM SPECIFICATION SHALL SHOW WING► � � A% (Icy s 96 koO AWM BOLT =,i MAY BE SELECTED 13Y THE CONTRACTOR PER THE FOLLOWING MTE PJ A AND THE RWXRDf 5 OF DIVISION 6.1: I ow �N GINltRi N4 3455 SOUTH 344th WAY SUITE 230 FEDERAL. WAY, WA. 48001 '. FASTENERS LEAD HOLE DIANE"TfR SHAW HOLE DIAMETER BOLTS 4 D ♦ 1 /92' LAG SGREM 2. 9, 4 O.1D D AOOD SGFm ' ore�o0� om NAILS (11'RE- DRILLED ONLY) 0.1p fin TiN�ER CONECTORS AND FASTENERS IN CONTACT KITH PRESERVATIVE-TREATED OR FIRE- RETARMW TREATED N= M SHALL Of HOT- DIPPED ZING COATED 6ALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR GOPPEiZ. A BARRIER BETIMM PRE5ERNAVA- TREATED OR FIRE RETAMW TREATED ' 7 MEMBE'R5 CAN BE USED *0 APPROVED BY THE OWNEER AND A ZHITEGT. AND COJM THE MINIMUM AMOUNT'S OF CEM194T1TipU5 MATERIAL MAY BE CMANIGED iF A CONORM MIX DE516N 15 SUBMITTED TO THE STRUCTURAL. ENGINEER AND THE BUILDING OFFICIAL FOR APPROVAL TWO PEEKS PRIOR TO PL..A0146 ANY CONCRETE. THE MIX DE516N SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE A66RE6ATE, WATER AND ADMIXnW:S, AS HELL AS THE WATER -GEM EW RATIO, SLUMP, CONCRETE YIELD AND 51S5TANTiATIN 15 STRENGTH DATA IN ACCORDANCE YMTH THE LATEST EDITION OF AGI 318, CHAPTER 5. THE REVIE N OF MIX DE516N SUBMITTAL5 BY THE ENkSINEE3R OF � IN TE T HREA I mcm I OF MEMBER FOR MGM IT 15 IN CONTACT. 1. 'D' INDICATES THE SHAW OWETER OF THE FASTENER D SHALL THE FOLLOWN6 TABLE SHALL BE V" FOR 58 CoTION OF CONEGTORS BE NOT EXCaD I'• D INDICATES THE ROOT D� 545M ON 6ALVANUZED GOATiN6 OR STAINLESS 5 � 2. THE SAN HOLE FOR THE SMAW SMALL HAVE THE E DIAMETTER TEFL f ASTE?ER5 USED , AS THE SHANK AND THE SAME DEPTH OF PE' CMT16N A5 THE LENGTH OF �' � �� OF THE SAME MATERIAL AS THE CONNECTOR. x THE UNTHREAD W ED � IC THE LEAD HOLE OR HOLE SHAT I NOT TYP OF ANC E HORAGE TYPE OF MKHHOR POST AND CO." 1 A5E5 GIP, EXPANSION# OR EPDXY LE06� TO CONCRETE OR m GIP, EXPAN m's OR EPDXY L. TIES WAL TO CONCRETE OR CMU GIP OR EPDXY t�SULL TO FOMATION GIP, EXPName OR EPDXY HOLDONN TO FOUNDATION GIP OR EPDXY NkrSTREN6TH GIP EG�PNENT GIP OR EPDXY ��� CONTRA = QWTTM INFORMATION PRESENTED CO FORMS � EXPANSION ANCHORS MAY NOT BE USED MERE THE ANCHOR 6 EXPOEXPOSED IX REWIRED FOR DIAMETERS %a OR LE56, PRO'1/IDED M*E, END AND �. . GONrTRACTOR MWNTAINS TO EARTH OR hEATFER. SPACING 15 TO BE SUFFICIENT TO PREVEW SPLITTING. FULL RE5PON15181LITY FOR SPECIFIED 3- LA6 AV WOOD WOO SHAH BE INSTALLED BY TURNING OF A APB" SHALL BE SMALL MEET THE FOLL.ONIN6 MIMMIM1 OR SCREW DRIVER NOT DRNM NTH A HHAMMER. AIR- EN'i'RAIM WITH AN AIR - AM I sm T L4MTLM INS TO !SG TACLE " -I. 4 All BOLTS SHALL CONFORM TO ASTM A615 6WAXIN6 51), GRADE 60, = 60OW PSI. 6RADE 60 REINFORGINI6 BARS TO BE WEED SHALL LD RM TO ASTM A106. NEEDED WIRE FABRIC SHWA CONFORM TO ASTM AI85. LON SIRVINAL REINFORCEMENT IN DUCTILE PRAMS AND IN WALL BOUNDARY MEi"BERS SMALL COMPLY " ASTM A106. K INFORCIN6 STEEL. SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN A"ORDANGE NTH THE LATEST EDITIONS OF A0 315 AN 318. REINFORCEMENT THE DR MAY BE SPLICED ONLY MORE INDICATED ON TAWIN6+5, EXCEPT THAT REINFORCING INDICATED AS 'CONTINUOUS MAY BE SPLIGBO AS REWIRED 8Y T GONTWTOR FOR CONSTRUGTINUTY. AND SPLICE LENGTHS SHALL BE AS FOLLOIA& (db TO BAR 0*011E IM) ft' =3000 PSI fc' =4000 PSI CONDITION BARS GLA55 A CLAW B GLASS A CLASS B p DEVELOPMENT 106 44 db 51 db S8 db 50 db LENGTH k s1 55 d 12 d 46 db 62 d t M. LENIGTH 4 51 db 15 db 50 db 65 db TOP BARS - a rl `12 db 4 13 d 62 d 81 d p _ DEV. LENGTH ALL ­ db 19 db t HOOKED BARS DEV. LENGTH GoMPRf361oN ALL 22 db �.__._ .Iq db p SPLICE LENGTH ILL 30 db SO db fix ON AND LAb 5Gf� Zrv% -L CONFORM TO ASTM 5P6GiFIGATIOH A301, =36 KSi. KASHERS SMALL BE PLACED WER THE HEADS AND OF ALL BOLTS AND LAS BEARING ON NI000 HS . . . MOOD GONLSTf�lC G OME-GT CALLED OUT BY LETTERS AND N S HALL BE '5TRONFs - TIE * 13Y SIM�,ION WWANY, AS SPWFIED IN THEiR CATAL06 (LATEST EDITION). PROVIDE i UMBER AND SIZE OF FASTENERS AS ECI SPFIED BY MANJFAWLM CONECTORS SMALL BE INSTALLED IN r ' PRODUC GOATIN65T 1.85 oz/sf (6185) STA 0.40 OZ/9 HD6 PER ASTM STEE PRESERVATIVE (6q0) A653, AI53 OR AI23 STEEL L UNTREATED NOOD 5BX YES YE5 Ym Q-G . GGA-G . AC t AC" , C 4-A t G �Ip ; YES YES Non -DOT r ACZA N0 NO YE5 THE CONTRACTOR SHALL cc RE5PON513LE FOR SELECTION OF THE AL APPP'RU ROATE CO WTOR AND FASTENER COATING BASED ON THE INTEND EIW�lES Oct 21. gas I END USE OF THE CONEGTOR OR FASTENER AND THE C.iEMI ok PRESERVAT VE � 1 •s j r � r 'iL r��C.C.ORDANGE WITH THE MUWFAGTi�iERS IN5TRUGTIONlS. ALL JOI5T5 AND !, MULTIPLE JOIST BEAMS 5HAL.L BE GONEGTED TO M" DIE" KITH IV • � • ; SERIES JOIST H %SRS. DOT 550" BORATE - Gf1R"TED COPPER ANTE NALIN6 %W1 CONFORM TO lBG T ABLE 25AI -8~I: AGGH•G i ACQ-D = ALKALINE COPPER GOAT w , rte♦ s r A� - &'^COM .,� . 9.,/e _T ,ALLOWAB E RE LE VALUES A BASED ON 9000 PSI CNCRETE O OR 1500 P51 M NRY ASO, 11TH ANCHOR BOLTS PLACED NMTH AN EDGE DISTANCE OF NOT L.EW THAN 10 DIAMETERS. VALES REFLECT SPECIAL IN5PEGTION• FRAM�NG�, SHALL BE KILN DRIED OR MG-Iq, AND GRADED AID ED MARK IN CO fM W4CE KITH VW�pA STANDARD GRADING RULES FOR PEST COAST LUBBER LATEST SMION AND FURl�p5HE0 TO THE STANDARDS INDICATED ON THE PLANS, 5CHtMES AND DETAILS. THE DESO S OM IN THESE D" 15 BASED ON THE NATIONAL DESIGN FICATIONIS FOR ADM CO GT14ZTION (1"74DS) RMISHED BY THE AMERICAN FOREST AND 'PAPER ASSMATION. ALL HIMS S L BE AND DRIED AND THE SAME SPECIES AND 6RADE AS MEMBERS CONEGTED. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE MAY NOT BE FIELD �JED I AN�INATED SHAT 8E FABRVA TED CONNECTION iIWLING JOIST TO SILL OR 600M TOENAIL 0) � BRID61% TO JOIST, TOENAIL EACH END 12) bd SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d • bloc, TOP PLATE TO STUD, END NAIL W Ibd • 2x PLATES 20d • 3X SILL PLATES [PLATES, TO 501.E PLATE (4) 8d TOENAIL , OR (2) Ibd END NAIL LE TOP PLATES, FACE NAIL SPLICES 16d • lb'oc, � BEWEN1 JOISTS OR RAFTERS (`3) 8d OP PLATE, TOL°.WL j JOIST TO TOP PLATE, TOENAIL 8d • bloc LAPS AND INTERSECTIONS, FACE NAIL (2) 16d MW VtZ55 CONti�RMANGE _. -�. : NOTED OTHERYW5E ON THE DRAWMNN65 OR B IN Y THE WITH ASTM AND AITG STANDARDS. EACH MEND SHALL BEAR AN � .. STRUCTURAL ENGINEER. AITG IDENTIFICATION MARK AND SHALL BE AGC.OMPANUED BY AN FRAMING PROVIDE DOUBLE JOISTS CONCRETE PROTECTION (G FOR REINFORCING STFFL SHALL BE A5 FOLLOV&. AITC CERTIFICATE OF CONFORMANCE. IN THE CITY OF SEATTLE THE ALL PARALLEL PARTITIONS THAT EXTEND OVER R MORE! THAN HALF d ; THE ' CONDITION BAR SIZES CLEAR COVER LWORIMED SNJIRFACES CAST ALL 5 INIGHES A&AIN ST EARTH FORMED AND FINISHED SURFACES s5 OR 5M1kIM Lit INCHES EXPOSED TO EARTH OR HEATHER 06 OR LAR6ER 2 IWE-5 GOLU�I AND BEAM WI ALL Nit INCHES INGLUDINI6 TIES AND STIRRUPS INTERIOR 5URFAGES OF HALLS sll OR SMALLER i INCHES I j ABOVE REQUIRED L BE SUPPLIED BY A CITY OF JOIST SPAN AND AROUID ALL OPE'NUNNGS. PROVIDE BRIO61N6 . 8_ 10 r AND FULL DEPTH SOLD BLOCKING AT ALL BEARING POINTS. NAIL ALL BATTLE CERTIFIED PLANT. t.Tl- JOIST BEANS T06ETH M KITH (3)16d • 12 oo. s a N �.. ALL 51WL.E SPIN BEAMIS SMALL BE DOUGLAS FIR COMBINATION { 24F - V4, Fb = 2,400 P51, Fv =165 PSI. ALL GMITII.EVEfRE� BEAMS 5HALL BROGANS BLOCKI FRAMING ALL BE DOUGLAS FIR COMBINATION 24F -V8, F b = 2400 PSI, Fv = 165 PSI. N`', BLOM* PANELS, STI ETC., SMALL BE R, j w CAMBER ALL 6LULAM BEAMS TO 2000' RADIUS. 6LLED LAMINATED DETAILED AND FURNISHED BY THE MANUFACTURER. INSTALLATION OF THE EXPOSED TO YEATHBR OR MOISTURE SHALL BE TREATED WITH , � � ABOVE ITEMS SHALL BE IN STRICT AGC.ORDANGE NTH THE MANUFACTURERS S � , t�BERS .. - � . , : , ; s _ 't ' •, ,: AAN APPROVED P�VATHVE. RECOMMEND � , V L�/ •'� i� L�'!�A�r� PRODUCTS SPECIFIED IN THESE DRAYWN6+515 SHALL BE APA RA TED EXTE3RlOR OR R BASED ON LUMBER MANJFAGTIfiiED BY THE TWl rJ015T CORPORATION. EXPOSURE I, IN CONFORMANCE! WITH LIZ STANDARD ND. 23 OR 2". AND SLABS ALTERNATE MIWJFAGTURERS MAY BE USED T TO REVIEW AND 5M PLAN MOTES AND KNE55 FOR THIG, SP M= INS RATING, INS ADDITIONAL CO 0CM COVER MAY BE REWIRED FOR FIRE PROTECTION - APPROVAL BY THE ARC441TECT AND STRUCTURAL E�NGIN� ALL JOIST AND NAILING REQUi�. GLEE FLOOR 5HEATHHING TO ALL 5U'PbRTIN6 SEE PLAN NOTES A ERE APPROPRJATE. HHAWER5 AND OTHER HARDWARE NOT 5HHOYW SHALL BE DESIGNED AND M WITH ADHESIVE CONFORMING TO APA SPECIFICATION AF6 -01. NOK 5HRINC GROUT SHALL BE FURNISHED BY AN MANUFACTURER SUPPLIED BY THE MANUFACTURER. ROOF AND FLOOR 5HEATHIN6 SMALL BE LAID UP KITH 6RAIN AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE KITH THE PBEFABRIGATED Cd2w, TOR PLATE Y�1000 ROOF ICU ,•; T � SHALL BE - P L.AR TO `��• PROVIDE APPROVED PANEL EDGE CUPS AN MUJFACTURER'S INSTRUCTIONS. 6ROU T STRI5 6TH SHALL BE AT LEAST DES16NED BY THE MANUFACTURER IN AC.C.ORDANC.E WITH THE VESa CENTERED BETIMM RAFTERS OR TRUSSES AT ROOF 5HEATHIN6 tWAL TO THE MATERIAL ON A HIGH iT 15 PLACED (4,000 PSI MINK". SPECIFICATION FOR METAL PLATE rONEGTED WOOD TRUSSES, 7PI45' ED6E5• ALL FLOOR SHEATHIN6 5HALL HAVE TONGUE BY THE TRW PLATE INSTITUTE FOR THE SPANS AND CONDITION5 5HOHN AND 6ROOVE JOINTS OR SHALL 3E ITH W SOLID BLOCKING. AWAMME TO COWJ�EM M KA50W ON THE DRAWIN65. ALLOW Ib' SPACING AT ALL PANE, ED PE5 AND ENDS OF FLOOR AND ROOF SHEATHHING. CAST- -I GI j ANCHORS SMALL BE HAVE A q0 DEGREE HOOK WITH AN OR �,N,�. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, WALL E"146 WALL BE 2x4 H F STUD GRADE SIW5 AT 16 AT INSIDE !RADIUS OF 3db PLUS AN EXTEND M OF 15db AT i HE FREE VALLEYS, E END. ETC, AS S H/Y�N ON THE DRAWINGS. EXACT GOMP�O.�TION OF INTERIOR WALLS AND 2xb H F STUD 6RADE STUDS AT Ib'oc AT EXTERIOR GIP IN SHALL 8E IN PLACE PRIOR TD bR+OUTiN16. PROVIDE i' GROUT MINIMEJM AROUND ALL BOLTS IN MIAuONRY. SPECIAL HIP, VALLEY AND INTERSECTION AREA, (I % OF 61 MAR TRUSSES, AAlL5r STUD WALLS SHALL HAVE DOUBLE 2x TOP PLATES AND 2x SOLE OR LACK TRUSSES, STEP -DOWN TRLWE5, ETC) 5MAL.L BE DETERMINED BY THB SILL PLATES MUITGHING 5THD SIZE, SPECIES AND GRADE. ALL LOVER A= ,GIP ANCHORS IN CONCRETE MAY BE PLACED YWILE THE CONCRETE 15 IN A MANUFAGFR. T PROVIDE ALL TRLW- TO- TRl1,�5 AND TRUSS -T0 -0EAM � PLATES 5HALL BE ATTAC.HE'D TO W00D FRAMING BELOW WITH Ibd NAILS PLASTIC STATE AHEN: I) THE AWAORS ARE NOT DETAILED OR SPECIFIED C #CCTiON DETAILS AND 1 CONN�ECTiON MATERIALS. PROVIDE AT 12'oc 5TA66�. WOOD SILL PLATES SMALL BE BOLTED TO AS HOOKED AROUND OR TIED TO REINFORCEMENT WITHIN THE CQNGREM; DETAILS FOR ALL AND TRUSS BRACING AND BRIP&NG• WITH 36' DIAMETER ANCHOR BOLTS (EMBED 1' MIN) AT W WITH 10x% 2) THE ANCHORS ARE MAINTAINED IN THE GO MELT P0517IONi NHILE THE THICK PLATE WASHERS. THERE L BE A MINIMUM OF (2) BOLTS PER PIECE CONCRETE REMAINS °LASTIG; THE CONCRETE 15 PROPERLY BOX NAILS AND WITH (1) B iW OLT LOCATED NOT MORE TH 12' OR LESS THAN (1) BOLT GON50LIDATEO TEEL• NAILS AND SPIKES SHALL CONFORM TO THE NOMINAL SIZES ; DIN"ETERS FROM EACH END OF EACH PIECE THE 141075.11 SPECIFIED IN A51M F1661. ALL NAILS SPEECIFIED ON THESE DRAWIN66, EITHER EXP ION nT INTO CONCRETE SHALL BE %AK BOLT II', AND DRIVEN WITH A � OR PNE��IATIG DEVICE, 5HAL.L BE � NyRE NAILS 7W STUDS (HNIMU4 SHALL BE PROVIDED AT THE ENDS OF WALLS, AT THREADED EXPANSION INSERTS INTO CONCRETE 5HALL BE 5LEEVE MIC.NORS, (WITH THE SHHOYW IN THE FOLLOWING TABLE: EACH SIDE OF ALL OPL�IINlGS, AND AT THE ENDS OF ALL BEMIS AND A5 MANUFACTURED BY MILTI CORPORATION. INSTALL IN STRICT A 10 RDMNGE WITH IG80 REPORT NO. 4627, INGLDiN6 MINIMUM • A €P0XY- 6ROlAW A (THREADED ROD OR REINFORGIN6 BAS SHALL BE 6ROUTED WITH gSET H16H STRENGTH EPDXY' BY SIM PSONN STRONG-TIE. INSTALL IN STRICT AC44WAN CE WITH ICBO REPORT ER 5219. HOLES FOR EPDXY ANCHORS SHALL BE THOR0IMftY GLEANED WITH A NYLON M& AND PRE55MZED AIR OR MATER C.O IN STRICT AC WANGE WITH ER 527q. R t i c ZT 1� �C s 5HET INDEX so 6ENER& NOTES 9.2 5C+EnU 51.2 MAIN FLOOR 5}EAR NW,L pL,41 f 1012W c p or- iip"tA L3 Wpm FLOOR S LL AR MU PLAN I Lq V_ DEC � 17 2W 0 p COMER 1EE f d � � X11 8T TITLE 6ENERAL STRUGTRAL NOTES oa-iZi VEG MOJECT N0: �Wk TJT KN MOM Oq -24-04 18811E 0� M SMELT AEI: SLI . ten' -rE�r ea lod Isd 116d go a d M' D�E'T9� bNGME5) � 0.119 0.148 0.148 0.162 0.192 4EN6TH ONG1E5) �i 3 31k �4 4 '�'-'r ► • -� �I • I : I II •- ► PO STS 5HALL BE PROVIDED THROWN ALL FLOORS TO SLIPIPORTINS (PaWATIOW BELOK M 2x& WADERS SHALL BE PROVIDED OVER ALL • L TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATIN6. �1{t • r •.. �R►4 iF ,..:...1a y w _ .. _ . w . �.. .r. - . rp• • . ,.. �rw - -•. .. MIN. COMPRESSIVE MAX MINIMUM CEMENT ONC TYPE OF CRETTE: STRENGTH, f'c AT MAXIMUM JVC GONTEw PER CONSTRUCTION 26 DAYS SLUMP RATIO CUBIC YARD FOOTINGS 3000 PSI 9 INCHES OW 5AGK5 SLABS ON GRADE 8000 PSI 3 IW40 0.68 % S�AGKS FOI�LDATION WALLS �� ♦ I � - a ►.�' J . ,11 I /►. `r =. II �IIV ►�1 : (.�/ - I " I I �I I I / .�/ .L / J � ►"' r► I I J�L , � �� � / i'�► r � . Y r �'�I r !'�► n► r •.► I •► I �,+ • I I► I i ■ •.�• .� � e. I I '1 � / ► r .► .. .tIl al► I . I\ \ I\ \ \ 1, / ... r �• / I / J r I M.- I / �// I r - _ - I IL w �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r ��� CONTRA = QWTTM INFORMATION PRESENTED CO FORMS � EXPANSION ANCHORS MAY NOT BE USED MERE THE ANCHOR 6 EXPOEXPOSED IX REWIRED FOR DIAMETERS %a OR LE56, PRO'1/IDED M*E, END AND �. . GONrTRACTOR MWNTAINS TO EARTH OR hEATFER. SPACING 15 TO BE SUFFICIENT TO PREVEW SPLITTING. FULL RE5PON15181LITY FOR SPECIFIED 3- LA6 AV WOOD WOO SHAH BE INSTALLED BY TURNING OF A APB" SHALL BE SMALL MEET THE FOLL.ONIN6 MIMMIM1 OR SCREW DRIVER NOT DRNM NTH A HHAMMER. AIR- EN'i'RAIM WITH AN AIR - AM I sm T L4MTLM INS TO !SG TACLE " -I. 4 All BOLTS SHALL CONFORM TO ASTM A615 6WAXIN6 51), GRADE 60, = 60OW PSI. 6RADE 60 REINFORGINI6 BARS TO BE WEED SHALL LD RM TO ASTM A106. NEEDED WIRE FABRIC SHWA CONFORM TO ASTM AI85. LON SIRVINAL REINFORCEMENT IN DUCTILE PRAMS AND IN WALL BOUNDARY MEi"BERS SMALL COMPLY " ASTM A106. K INFORCIN6 STEEL. SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN A"ORDANGE NTH THE LATEST EDITIONS OF A0 315 AN 318. REINFORCEMENT THE DR MAY BE SPLICED ONLY MORE INDICATED ON TAWIN6+5, EXCEPT THAT REINFORCING INDICATED AS 'CONTINUOUS MAY BE SPLIGBO AS REWIRED 8Y T GONTWTOR FOR CONSTRUGTINUTY. AND SPLICE LENGTHS SHALL BE AS FOLLOIA& (db TO BAR 0*011E IM) ft' =3000 PSI fc' =4000 PSI CONDITION BARS GLA55 A CLAW B GLASS A CLASS B p DEVELOPMENT 106 44 db 51 db S8 db 50 db LENGTH k s1 55 d 12 d 46 db 62 d t M. LENIGTH 4 51 db 15 db 50 db 65 db TOP BARS - a rl `12 db 4 13 d 62 d 81 d p _ DEV. LENGTH ALL ­ db 19 db t HOOKED BARS DEV. LENGTH GoMPRf361oN ALL 22 db �.__._ .Iq db p SPLICE LENGTH ILL 30 db SO db fix ON AND LAb 5Gf� Zrv% -L CONFORM TO ASTM 5P6GiFIGATIOH A301, =36 KSi. KASHERS SMALL BE PLACED WER THE HEADS AND OF ALL BOLTS AND LAS BEARING ON NI000 HS . . . MOOD GONLSTf�lC G OME-GT CALLED OUT BY LETTERS AND N S HALL BE '5TRONFs - TIE * 13Y SIM�,ION WWANY, AS SPWFIED IN THEiR CATAL06 (LATEST EDITION). PROVIDE i UMBER AND SIZE OF FASTENERS AS ECI SPFIED BY MANJFAWLM CONECTORS SMALL BE INSTALLED IN r ' PRODUC GOATIN65T 1.85 oz/sf (6185) STA 0.40 OZ/9 HD6 PER ASTM STEE PRESERVATIVE (6q0) A653, AI53 OR AI23 STEEL L UNTREATED NOOD 5BX YES YE5 Ym Q-G . GGA-G . AC t AC" , C 4-A t G �Ip ; YES YES Non -DOT r ACZA N0 NO YE5 THE CONTRACTOR SHALL cc RE5PON513LE FOR SELECTION OF THE AL APPP'RU ROATE CO WTOR AND FASTENER COATING BASED ON THE INTEND EIW�lES Oct 21. gas I END USE OF THE CONEGTOR OR FASTENER AND THE C.iEMI ok PRESERVAT VE � 1 •s j r � r 'iL r��C.C.ORDANGE WITH THE MUWFAGTi�iERS IN5TRUGTIONlS. ALL JOI5T5 AND !, MULTIPLE JOIST BEAMS 5HAL.L BE GONEGTED TO M" DIE" KITH IV • � • ; SERIES JOIST H %SRS. DOT 550" BORATE - Gf1R"TED COPPER ANTE NALIN6 %W1 CONFORM TO lBG T ABLE 25AI -8~I: AGGH•G i ACQ-D = ALKALINE COPPER GOAT w , rte♦ s r A� - &'^COM .,� . 9.,/e _T ,ALLOWAB E RE LE VALUES A BASED ON 9000 PSI CNCRETE O OR 1500 P51 M NRY ASO, 11TH ANCHOR BOLTS PLACED NMTH AN EDGE DISTANCE OF NOT L.EW THAN 10 DIAMETERS. VALES REFLECT SPECIAL IN5PEGTION• FRAM�NG�, SHALL BE KILN DRIED OR MG-Iq, AND GRADED AID ED MARK IN CO fM W4CE KITH VW�pA STANDARD GRADING RULES FOR PEST COAST LUBBER LATEST SMION AND FURl�p5HE0 TO THE STANDARDS INDICATED ON THE PLANS, 5CHtMES AND DETAILS. THE DESO S OM IN THESE D" 15 BASED ON THE NATIONAL DESIGN FICATIONIS FOR ADM CO GT14ZTION (1"74DS) RMISHED BY THE AMERICAN FOREST AND 'PAPER ASSMATION. ALL HIMS S L BE AND DRIED AND THE SAME SPECIES AND 6RADE AS MEMBERS CONEGTED. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE MAY NOT BE FIELD �JED I AN�INATED SHAT 8E FABRVA TED CONNECTION iIWLING JOIST TO SILL OR 600M TOENAIL 0) � BRID61% TO JOIST, TOENAIL EACH END 12) bd SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d • bloc, TOP PLATE TO STUD, END NAIL W Ibd • 2x PLATES 20d • 3X SILL PLATES [PLATES, TO 501.E PLATE (4) 8d TOENAIL , OR (2) Ibd END NAIL LE TOP PLATES, FACE NAIL SPLICES 16d • lb'oc, � BEWEN1 JOISTS OR RAFTERS (`3) 8d OP PLATE, TOL°.WL j JOIST TO TOP PLATE, TOENAIL 8d • bloc LAPS AND INTERSECTIONS, FACE NAIL (2) 16d MW VtZ55 CONti�RMANGE _. -�. : NOTED OTHERYW5E ON THE DRAWMNN65 OR B IN Y THE WITH ASTM AND AITG STANDARDS. EACH MEND SHALL BEAR AN � .. STRUCTURAL ENGINEER. AITG IDENTIFICATION MARK AND SHALL BE AGC.OMPANUED BY AN FRAMING PROVIDE DOUBLE JOISTS CONCRETE PROTECTION (G FOR REINFORCING STFFL SHALL BE A5 FOLLOV&. AITC CERTIFICATE OF CONFORMANCE. IN THE CITY OF SEATTLE THE ALL PARALLEL PARTITIONS THAT EXTEND OVER R MORE! THAN HALF d ; THE ' CONDITION BAR SIZES CLEAR COVER LWORIMED SNJIRFACES CAST ALL 5 INIGHES A&AIN ST EARTH FORMED AND FINISHED SURFACES s5 OR 5M1kIM Lit INCHES EXPOSED TO EARTH OR HEATHER 06 OR LAR6ER 2 IWE-5 GOLU�I AND BEAM WI ALL Nit INCHES INGLUDINI6 TIES AND STIRRUPS INTERIOR 5URFAGES OF HALLS sll OR SMALLER i INCHES I j ABOVE REQUIRED L BE SUPPLIED BY A CITY OF JOIST SPAN AND AROUID ALL OPE'NUNNGS. PROVIDE BRIO61N6 . 8_ 10 r AND FULL DEPTH SOLD BLOCKING AT ALL BEARING POINTS. NAIL ALL BATTLE CERTIFIED PLANT. t.Tl- JOIST BEANS T06ETH M KITH (3)16d • 12 oo. s a N �.. ALL 51WL.E SPIN BEAMIS SMALL BE DOUGLAS FIR COMBINATION { 24F - V4, Fb = 2,400 P51, Fv =165 PSI. ALL GMITII.EVEfRE� BEAMS 5HALL BROGANS BLOCKI FRAMING ALL BE DOUGLAS FIR COMBINATION 24F -V8, F b = 2400 PSI, Fv = 165 PSI. N`', BLOM* PANELS, STI ETC., SMALL BE R, j w CAMBER ALL 6LULAM BEAMS TO 2000' RADIUS. 6LLED LAMINATED DETAILED AND FURNISHED BY THE MANUFACTURER. INSTALLATION OF THE EXPOSED TO YEATHBR OR MOISTURE SHALL BE TREATED WITH , � � ABOVE ITEMS SHALL BE IN STRICT AGC.ORDANGE NTH THE MANUFACTURERS S � , t�BERS .. - � . , : , ; s _ 't ' •, ,: AAN APPROVED P�VATHVE. RECOMMEND � , V L�/ •'� i� L�'!�A�r� PRODUCTS SPECIFIED IN THESE DRAYWN6+515 SHALL BE APA RA TED EXTE3RlOR OR R BASED ON LUMBER MANJFAGTIfiiED BY THE TWl rJ015T CORPORATION. EXPOSURE I, IN CONFORMANCE! WITH LIZ STANDARD ND. 23 OR 2". AND SLABS ALTERNATE MIWJFAGTURERS MAY BE USED T TO REVIEW AND 5M PLAN MOTES AND KNE55 FOR THIG, SP M= INS RATING, INS ADDITIONAL CO 0CM COVER MAY BE REWIRED FOR FIRE PROTECTION - APPROVAL BY THE ARC441TECT AND STRUCTURAL E�NGIN� ALL JOIST AND NAILING REQUi�. GLEE FLOOR 5HEATHHING TO ALL 5U'PbRTIN6 SEE PLAN NOTES A ERE APPROPRJATE. HHAWER5 AND OTHER HARDWARE NOT 5HHOYW SHALL BE DESIGNED AND M WITH ADHESIVE CONFORMING TO APA SPECIFICATION AF6 -01. NOK 5HRINC GROUT SHALL BE FURNISHED BY AN MANUFACTURER SUPPLIED BY THE MANUFACTURER. ROOF AND FLOOR 5HEATHIN6 SMALL BE LAID UP KITH 6RAIN AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE KITH THE PBEFABRIGATED Cd2w, TOR PLATE Y�1000 ROOF ICU ,•; T � SHALL BE - P L.AR TO `��• PROVIDE APPROVED PANEL EDGE CUPS AN MUJFACTURER'S INSTRUCTIONS. 6ROU T STRI5 6TH SHALL BE AT LEAST DES16NED BY THE MANUFACTURER IN AC.C.ORDANC.E WITH THE VESa CENTERED BETIMM RAFTERS OR TRUSSES AT ROOF 5HEATHIN6 tWAL TO THE MATERIAL ON A HIGH iT 15 PLACED (4,000 PSI MINK". SPECIFICATION FOR METAL PLATE rONEGTED WOOD TRUSSES, 7PI45' ED6E5• ALL FLOOR SHEATHIN6 5HALL HAVE TONGUE BY THE TRW PLATE INSTITUTE FOR THE SPANS AND CONDITION5 5HOHN AND 6ROOVE JOINTS OR SHALL 3E ITH W SOLID BLOCKING. AWAMME TO COWJ�EM M KA50W ON THE DRAWIN65. ALLOW Ib' SPACING AT ALL PANE, ED PE5 AND ENDS OF FLOOR AND ROOF SHEATHHING. CAST- -I GI j ANCHORS SMALL BE HAVE A q0 DEGREE HOOK WITH AN OR �,N,�. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, WALL E"146 WALL BE 2x4 H F STUD GRADE SIW5 AT 16 AT INSIDE !RADIUS OF 3db PLUS AN EXTEND M OF 15db AT i HE FREE VALLEYS, E END. ETC, AS S H/Y�N ON THE DRAWINGS. EXACT GOMP�O.�TION OF INTERIOR WALLS AND 2xb H F STUD 6RADE STUDS AT Ib'oc AT EXTERIOR GIP IN SHALL 8E IN PLACE PRIOR TD bR+OUTiN16. PROVIDE i' GROUT MINIMEJM AROUND ALL BOLTS IN MIAuONRY. SPECIAL HIP, VALLEY AND INTERSECTION AREA, (I % OF 61 MAR TRUSSES, AAlL5r STUD WALLS SHALL HAVE DOUBLE 2x TOP PLATES AND 2x SOLE OR LACK TRUSSES, STEP -DOWN TRLWE5, ETC) 5MAL.L BE DETERMINED BY THB SILL PLATES MUITGHING 5THD SIZE, SPECIES AND GRADE. ALL LOVER A= ,GIP ANCHORS IN CONCRETE MAY BE PLACED YWILE THE CONCRETE 15 IN A MANUFAGFR. T PROVIDE ALL TRLW- TO- TRl1,�5 AND TRUSS -T0 -0EAM � PLATES 5HALL BE ATTAC.HE'D TO W00D FRAMING BELOW WITH Ibd NAILS PLASTIC STATE AHEN: I) THE AWAORS ARE NOT DETAILED OR SPECIFIED C #CCTiON DETAILS AND 1 CONN�ECTiON MATERIALS. PROVIDE AT 12'oc 5TA66�. WOOD SILL PLATES SMALL BE BOLTED TO AS HOOKED AROUND OR TIED TO REINFORCEMENT WITHIN THE CQNGREM; DETAILS FOR ALL AND TRUSS BRACING AND BRIP&NG• WITH 36' DIAMETER ANCHOR BOLTS (EMBED 1' MIN) AT W WITH 10x% 2) THE ANCHORS ARE MAINTAINED IN THE GO MELT P0517IONi NHILE THE THICK PLATE WASHERS. THERE L BE A MINIMUM OF (2) BOLTS PER PIECE CONCRETE REMAINS °LASTIG; THE CONCRETE 15 PROPERLY BOX NAILS AND WITH (1) B iW OLT LOCATED NOT MORE TH 12' OR LESS THAN (1) BOLT GON50LIDATEO TEEL• NAILS AND SPIKES SHALL CONFORM TO THE NOMINAL SIZES ; DIN"ETERS FROM EACH END OF EACH PIECE THE 141075.11 SPECIFIED IN A51M F1661. ALL NAILS SPEECIFIED ON THESE DRAWIN66, EITHER EXP ION nT INTO CONCRETE SHALL BE %AK BOLT II', AND DRIVEN WITH A � OR PNE��IATIG DEVICE, 5HAL.L BE � NyRE NAILS 7W STUDS (HNIMU4 SHALL BE PROVIDED AT THE ENDS OF WALLS, AT THREADED EXPANSION INSERTS INTO CONCRETE 5HALL BE 5LEEVE MIC.NORS, (WITH THE SHHOYW IN THE FOLLOWING TABLE: EACH SIDE OF ALL OPL�IINlGS, AND AT THE ENDS OF ALL BEMIS AND A5 MANUFACTURED BY MILTI CORPORATION. INSTALL IN STRICT A 10 RDMNGE WITH IG80 REPORT NO. 4627, INGLDiN6 MINIMUM • A €P0XY- 6ROlAW A (THREADED ROD OR REINFORGIN6 BAS SHALL BE 6ROUTED WITH gSET H16H STRENGTH EPDXY' BY SIM PSONN STRONG-TIE. INSTALL IN STRICT AC44WAN CE WITH ICBO REPORT ER 5219. HOLES FOR EPDXY ANCHORS SHALL BE THOR0IMftY GLEANED WITH A NYLON M& AND PRE55MZED AIR OR MATER C.O IN STRICT AC WANGE WITH ER 527q. R t i c ZT 1� �C s 5HET INDEX so 6ENER& NOTES 9.2 5C+EnU 51.2 MAIN FLOOR 5}EAR NW,L pL,41 f 1012W c p or- iip"tA L3 Wpm FLOOR S LL AR MU PLAN I Lq V_ DEC � 17 2W 0 p COMER 1EE f d � � X11 8T TITLE 6ENERAL STRUGTRAL NOTES oa-iZi VEG MOJECT N0: �Wk TJT KN MOM Oq -24-04 18811E 0� M SMELT AEI: SLI . ten' -rE�r ea lod Isd 116d go a d M' D�E'T9� bNGME5) � 0.119 0.148 0.148 0.162 0.192 4EN6TH ONG1E5) �i 3 31k �4 4 '�'-'r ► • -� �I • I : I II •- ► PO STS 5HALL BE PROVIDED THROWN ALL FLOORS TO SLIPIPORTINS (PaWATIOW BELOK M 2x& WADERS SHALL BE PROVIDED OVER ALL • L TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATIN6. �1{t • r •.. �R►4 iF ,..:...1a y w _ .. _ . w . �.. .r. - . rp• • . ,.. �rw - -•. .. MIN. COMPRESSIVE MAX MINIMUM CEMENT ONC TYPE OF CRETTE: STRENGTH, f'c AT MAXIMUM JVC GONTEw PER CONSTRUCTION 26 DAYS SLUMP RATIO CUBIC YARD FOOTINGS 3000 PSI 9 INCHES OW 5AGK5 SLABS ON GRADE 8000 PSI 3 IW40 0.68 % S�AGKS FOI�LDATION WALLS �� ♦ I � - a ►.�' J . ,11 I /►. `r =. II �IIV ►�1 : (.�/ - I " I I �I I I / .�/ .L / J � ►"' r► I I J�L , � �� � / i'�► r � . Y r �'�I r !'�► n► r •.► I •► I �,+ • I I► I i ■ •.�• .� � e. I I '1 � / ► r .► .. .tIl al► I . I\ \ I\ \ \ 1, / ... r �• / I / J r I M.- I / �// I r - _ - I IL w �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r AND LAb 5Gf� Zrv% -L CONFORM TO ASTM 5P6GiFIGATIOH A301, =36 KSi. KASHERS SMALL BE PLACED WER THE HEADS AND OF ALL BOLTS AND LAS BEARING ON NI000 HS . . . MOOD GONLSTf�lC G OME-GT CALLED OUT BY LETTERS AND N S HALL BE '5TRONFs - TIE * 13Y SIM�,ION WWANY, AS SPWFIED IN THEiR CATAL06 (LATEST EDITION). PROVIDE i UMBER AND SIZE OF FASTENERS AS ECI SPFIED BY MANJFAWLM CONECTORS SMALL BE INSTALLED IN r ' Y'IOOD TRUSSES SHALL UTILIZE h CON ECTOR PLATES (6AWMAIL THE MINIMUM AMOUNT'S OF CEM194T1TipU5 MATERIAL MAY BE CMANIGED iF A CONORM MIX DE516N 15 SUBMITTED TO THE STRUCTURAL. ENGINEER AND THE BUILDING OFFICIAL FOR APPROVAL TWO PEEKS PRIOR TO PL..A0146 ANY CONCRETE. THE MIX DE516N SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE A66RE6ATE, WATER AND ADMIXnW:S, AS HELL AS THE WATER -GEM EW RATIO, SLUMP, CONCRETE YIELD AND 51S5TANTiATIN 15 STRENGTH DATA IN ACCORDANCE YMTH THE LATEST EDITION OF AGI 318, CHAPTER 5. THE REVIE N OF MIX DE516N SUBMITTAL5 BY THE ENkSINEE3R OF � IN TE T HREA I mcm I OF MEMBER FOR MGM IT 15 IN CONTACT. 1. 'D' INDICATES THE SHAW OWETER OF THE FASTENER D SHALL THE FOLLOWN6 TABLE SHALL BE V" FOR 58 CoTION OF CONEGTORS BE NOT EXCaD I'• D INDICATES THE ROOT D� 545M ON 6ALVANUZED GOATiN6 OR STAINLESS 5 � 2. THE SAN HOLE FOR THE SMAW SMALL HAVE THE E DIAMETTER TEFL f ASTE?ER5 USED , AS THE SHANK AND THE SAME DEPTH OF PE' CMT16N A5 THE LENGTH OF �' � �� OF THE SAME MATERIAL AS THE CONNECTOR. x THE UNTHREAD W ED � IC THE LEAD HOLE OR HOLE SHAT I NOT TYP OF ANC E HORAGE TYPE OF MKHHOR POST AND CO." 1 A5E5 GIP, EXPANSION# OR EPDXY LE06� TO CONCRETE OR m GIP, EXPAN m's OR EPDXY L. TIES WAL TO CONCRETE OR CMU GIP OR EPDXY t�SULL TO FOMATION GIP, EXPName OR EPDXY HOLDONN TO FOUNDATION GIP OR EPDXY NkrSTREN6TH GIP EG�PNENT GIP OR EPDXY ��� CONTRA = QWTTM INFORMATION PRESENTED CO FORMS � EXPANSION ANCHORS MAY NOT BE USED MERE THE ANCHOR 6 EXPOEXPOSED IX REWIRED FOR DIAMETERS %a OR LE56, PRO'1/IDED M*E, END AND �. . GONrTRACTOR MWNTAINS TO EARTH OR hEATFER. SPACING 15 TO BE SUFFICIENT TO PREVEW SPLITTING. FULL RE5PON15181LITY FOR SPECIFIED 3- LA6 AV WOOD WOO SHAH BE INSTALLED BY TURNING OF A APB" SHALL BE SMALL MEET THE FOLL.ONIN6 MIMMIM1 OR SCREW DRIVER NOT DRNM NTH A HHAMMER. AIR- EN'i'RAIM WITH AN AIR - AM I sm T L4MTLM INS TO !SG TACLE " -I. 4 All BOLTS SHALL CONFORM TO ASTM A615 6WAXIN6 51), GRADE 60, = 60OW PSI. 6RADE 60 REINFORGINI6 BARS TO BE WEED SHALL LD RM TO ASTM A106. NEEDED WIRE FABRIC SHWA CONFORM TO ASTM AI85. LON SIRVINAL REINFORCEMENT IN DUCTILE PRAMS AND IN WALL BOUNDARY MEi"BERS SMALL COMPLY " ASTM A106. K INFORCIN6 STEEL. SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN A"ORDANGE NTH THE LATEST EDITIONS OF A0 315 AN 318. REINFORCEMENT THE DR MAY BE SPLICED ONLY MORE INDICATED ON TAWIN6+5, EXCEPT THAT REINFORCING INDICATED AS 'CONTINUOUS MAY BE SPLIGBO AS REWIRED 8Y T GONTWTOR FOR CONSTRUGTINUTY. AND SPLICE LENGTHS SHALL BE AS FOLLOIA& (db TO BAR 0*011E IM) ft' =3000 PSI fc' =4000 PSI CONDITION BARS GLA55 A CLAW B GLASS A CLASS B p DEVELOPMENT 106 44 db 51 db S8 db 50 db LENGTH k s1 55 d 12 d 46 db 62 d t M. LENIGTH 4 51 db 15 db 50 db 65 db TOP BARS - a rl `12 db 4 13 d 62 d 81 d p _ DEV. LENGTH ALL ­ db 19 db t HOOKED BARS DEV. LENGTH GoMPRf361oN ALL 22 db �.__._ .Iq db p SPLICE LENGTH ILL 30 db SO db fix ON AND LAb 5Gf� Zrv% -L CONFORM TO ASTM 5P6GiFIGATIOH A301, =36 KSi. KASHERS SMALL BE PLACED WER THE HEADS AND OF ALL BOLTS AND LAS BEARING ON NI000 HS . . . MOOD GONLSTf�lC G OME-GT CALLED OUT BY LETTERS AND N S HALL BE '5TRONFs - TIE * 13Y SIM�,ION WWANY, AS SPWFIED IN THEiR CATAL06 (LATEST EDITION). PROVIDE i UMBER AND SIZE OF FASTENERS AS ECI SPFIED BY MANJFAWLM CONECTORS SMALL BE INSTALLED IN r ' PRODUC GOATIN65T 1.85 oz/sf (6185) STA 0.40 OZ/9 HD6 PER ASTM STEE PRESERVATIVE (6q0) A653, AI53 OR AI23 STEEL L UNTREATED NOOD 5BX YES YE5 Ym Q-G . GGA-G . AC t AC" , C 4-A t G �Ip ; YES YES Non -DOT r ACZA N0 NO YE5 THE CONTRACTOR SHALL cc RE5PON513LE FOR SELECTION OF THE AL APPP'RU ROATE CO WTOR AND FASTENER COATING BASED ON THE INTEND EIW�lES Oct 21. gas I END USE OF THE CONEGTOR OR FASTENER AND THE C.iEMI ok PRESERVAT VE � 1 •s j r � r 'iL r��C.C.ORDANGE WITH THE MUWFAGTi�iERS IN5TRUGTIONlS. ALL JOI5T5 AND !, MULTIPLE JOIST BEAMS 5HAL.L BE GONEGTED TO M" DIE" KITH IV • � • ; SERIES JOIST H %SRS. DOT 550" BORATE - Gf1R"TED COPPER ANTE NALIN6 %W1 CONFORM TO lBG T ABLE 25AI -8~I: AGGH•G i ACQ-D = ALKALINE COPPER GOAT w , rte♦ s r A� - &'^COM .,� . 9.,/e _T ,ALLOWAB E RE LE VALUES A BASED ON 9000 PSI CNCRETE O OR 1500 P51 M NRY ASO, 11TH ANCHOR BOLTS PLACED NMTH AN EDGE DISTANCE OF NOT L.EW THAN 10 DIAMETERS. VALES REFLECT SPECIAL IN5PEGTION• FRAM�NG�, SHALL BE KILN DRIED OR MG-Iq, AND GRADED AID ED MARK IN CO fM W4CE KITH VW�pA STANDARD GRADING RULES FOR PEST COAST LUBBER LATEST SMION AND FURl�p5HE0 TO THE STANDARDS INDICATED ON THE PLANS, 5CHtMES AND DETAILS. THE DESO S OM IN THESE D" 15 BASED ON THE NATIONAL DESIGN FICATIONIS FOR ADM CO GT14ZTION (1"74DS) RMISHED BY THE AMERICAN FOREST AND 'PAPER ASSMATION. ALL HIMS S L BE AND DRIED AND THE SAME SPECIES AND 6RADE AS MEMBERS CONEGTED. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE MAY NOT BE FIELD �JED I AN�INATED SHAT 8E FABRVA TED CONNECTION iIWLING JOIST TO SILL OR 600M TOENAIL 0) � BRID61% TO JOIST, TOENAIL EACH END 12) bd SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d • bloc, TOP PLATE TO STUD, END NAIL W Ibd • 2x PLATES 20d • 3X SILL PLATES [PLATES, TO 501.E PLATE (4) 8d TOENAIL , OR (2) Ibd END NAIL LE TOP PLATES, FACE NAIL SPLICES 16d • lb'oc, � BEWEN1 JOISTS OR RAFTERS (`3) 8d OP PLATE, TOL°.WL j JOIST TO TOP PLATE, TOENAIL 8d • bloc LAPS AND INTERSECTIONS, FACE NAIL (2) 16d MW VtZ55 CONti�RMANGE _. -�. : NOTED OTHERYW5E ON THE DRAWMNN65 OR B IN Y THE WITH ASTM AND AITG STANDARDS. EACH MEND SHALL BEAR AN � .. STRUCTURAL ENGINEER. AITG IDENTIFICATION MARK AND SHALL BE AGC.OMPANUED BY AN FRAMING PROVIDE DOUBLE JOISTS CONCRETE PROTECTION (G FOR REINFORCING STFFL SHALL BE A5 FOLLOV&. AITC CERTIFICATE OF CONFORMANCE. IN THE CITY OF SEATTLE THE ALL PARALLEL PARTITIONS THAT EXTEND OVER R MORE! THAN HALF d ; THE ' CONDITION BAR SIZES CLEAR COVER LWORIMED SNJIRFACES CAST ALL 5 INIGHES A&AIN ST EARTH FORMED AND FINISHED SURFACES s5 OR 5M1kIM Lit INCHES EXPOSED TO EARTH OR HEATHER 06 OR LAR6ER 2 IWE-5 GOLU�I AND BEAM WI ALL Nit INCHES INGLUDINI6 TIES AND STIRRUPS INTERIOR 5URFAGES OF HALLS sll OR SMALLER i INCHES I j ABOVE REQUIRED L BE SUPPLIED BY A CITY OF JOIST SPAN AND AROUID ALL OPE'NUNNGS. PROVIDE BRIO61N6 . 8_ 10 r AND FULL DEPTH SOLD BLOCKING AT ALL BEARING POINTS. NAIL ALL BATTLE CERTIFIED PLANT. t.Tl- JOIST BEANS T06ETH M KITH (3)16d • 12 oo. s a N �.. ALL 51WL.E SPIN BEAMIS SMALL BE DOUGLAS FIR COMBINATION { 24F - V4, Fb = 2,400 P51, Fv =165 PSI. ALL GMITII.EVEfRE� BEAMS 5HALL BROGANS BLOCKI FRAMING ALL BE DOUGLAS FIR COMBINATION 24F -V8, F b = 2400 PSI, Fv = 165 PSI. N`', BLOM* PANELS, STI ETC., SMALL BE R, j w CAMBER ALL 6LULAM BEAMS TO 2000' RADIUS. 6LLED LAMINATED DETAILED AND FURNISHED BY THE MANUFACTURER. INSTALLATION OF THE EXPOSED TO YEATHBR OR MOISTURE SHALL BE TREATED WITH , � � ABOVE ITEMS SHALL BE IN STRICT AGC.ORDANGE NTH THE MANUFACTURERS S � , t�BERS .. - � . , : , ; s _ 't ' •, ,: AAN APPROVED P�VATHVE. RECOMMEND � , V L�/ •'� i� L�'!�A�r� PRODUCTS SPECIFIED IN THESE DRAYWN6+515 SHALL BE APA RA TED EXTE3RlOR OR R BASED ON LUMBER MANJFAGTIfiiED BY THE TWl rJ015T CORPORATION. EXPOSURE I, IN CONFORMANCE! WITH LIZ STANDARD ND. 23 OR 2". AND SLABS ALTERNATE MIWJFAGTURERS MAY BE USED T TO REVIEW AND 5M PLAN MOTES AND KNE55 FOR THIG, SP M= INS RATING, INS ADDITIONAL CO 0CM COVER MAY BE REWIRED FOR FIRE PROTECTION - APPROVAL BY THE ARC441TECT AND STRUCTURAL E�NGIN� ALL JOIST AND NAILING REQUi�. GLEE FLOOR 5HEATHHING TO ALL 5U'PbRTIN6 SEE PLAN NOTES A ERE APPROPRJATE. HHAWER5 AND OTHER HARDWARE NOT 5HHOYW SHALL BE DESIGNED AND M WITH ADHESIVE CONFORMING TO APA SPECIFICATION AF6 -01. NOK 5HRINC GROUT SHALL BE FURNISHED BY AN MANUFACTURER SUPPLIED BY THE MANUFACTURER. ROOF AND FLOOR 5HEATHIN6 SMALL BE LAID UP KITH 6RAIN AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE KITH THE PBEFABRIGATED Cd2w, TOR PLATE Y�1000 ROOF ICU ,•; T � SHALL BE - P L.AR TO `��• PROVIDE APPROVED PANEL EDGE CUPS AN MUJFACTURER'S INSTRUCTIONS. 6ROU T STRI5 6TH SHALL BE AT LEAST DES16NED BY THE MANUFACTURER IN AC.C.ORDANC.E WITH THE VESa CENTERED BETIMM RAFTERS OR TRUSSES AT ROOF 5HEATHIN6 tWAL TO THE MATERIAL ON A HIGH iT 15 PLACED (4,000 PSI MINK". SPECIFICATION FOR METAL PLATE rONEGTED WOOD TRUSSES, 7PI45' ED6E5• ALL FLOOR SHEATHIN6 5HALL HAVE TONGUE BY THE TRW PLATE INSTITUTE FOR THE SPANS AND CONDITION5 5HOHN AND 6ROOVE JOINTS OR SHALL 3E ITH W SOLID BLOCKING. AWAMME TO COWJ�EM M KA50W ON THE DRAWIN65. ALLOW Ib' SPACING AT ALL PANE, ED PE5 AND ENDS OF FLOOR AND ROOF SHEATHHING. CAST- -I GI j ANCHORS SMALL BE HAVE A q0 DEGREE HOOK WITH AN OR �,N,�. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, WALL E"146 WALL BE 2x4 H F STUD GRADE SIW5 AT 16 AT INSIDE !RADIUS OF 3db PLUS AN EXTEND M OF 15db AT i HE FREE VALLEYS, E END. ETC, AS S H/Y�N ON THE DRAWINGS. EXACT GOMP�O.�TION OF INTERIOR WALLS AND 2xb H F STUD 6RADE STUDS AT Ib'oc AT EXTERIOR GIP IN SHALL 8E IN PLACE PRIOR TD bR+OUTiN16. PROVIDE i' GROUT MINIMEJM AROUND ALL BOLTS IN MIAuONRY. SPECIAL HIP, VALLEY AND INTERSECTION AREA, (I % OF 61 MAR TRUSSES, AAlL5r STUD WALLS SHALL HAVE DOUBLE 2x TOP PLATES AND 2x SOLE OR LACK TRUSSES, STEP -DOWN TRLWE5, ETC) 5MAL.L BE DETERMINED BY THB SILL PLATES MUITGHING 5THD SIZE, SPECIES AND GRADE. ALL LOVER A= ,GIP ANCHORS IN CONCRETE MAY BE PLACED YWILE THE CONCRETE 15 IN A MANUFAGFR. T PROVIDE ALL TRLW- TO- TRl1,�5 AND TRUSS -T0 -0EAM � PLATES 5HALL BE ATTAC.HE'D TO W00D FRAMING BELOW WITH Ibd NAILS PLASTIC STATE AHEN: I) THE AWAORS ARE NOT DETAILED OR SPECIFIED C #CCTiON DETAILS AND 1 CONN�ECTiON MATERIALS. PROVIDE AT 12'oc 5TA66�. WOOD SILL PLATES SMALL BE BOLTED TO AS HOOKED AROUND OR TIED TO REINFORCEMENT WITHIN THE CQNGREM; DETAILS FOR ALL AND TRUSS BRACING AND BRIP&NG• WITH 36' DIAMETER ANCHOR BOLTS (EMBED 1' MIN) AT W WITH 10x% 2) THE ANCHORS ARE MAINTAINED IN THE GO MELT P0517IONi NHILE THE THICK PLATE WASHERS. THERE L BE A MINIMUM OF (2) BOLTS PER PIECE CONCRETE REMAINS °LASTIG; THE CONCRETE 15 PROPERLY BOX NAILS AND WITH (1) B iW OLT LOCATED NOT MORE TH 12' OR LESS THAN (1) BOLT GON50LIDATEO TEEL• NAILS AND SPIKES SHALL CONFORM TO THE NOMINAL SIZES ; DIN"ETERS FROM EACH END OF EACH PIECE THE 141075.11 SPECIFIED IN A51M F1661. ALL NAILS SPEECIFIED ON THESE DRAWIN66, EITHER EXP ION nT INTO CONCRETE SHALL BE %AK BOLT II', AND DRIVEN WITH A � OR PNE��IATIG DEVICE, 5HAL.L BE � NyRE NAILS 7W STUDS (HNIMU4 SHALL BE PROVIDED AT THE ENDS OF WALLS, AT THREADED EXPANSION INSERTS INTO CONCRETE 5HALL BE 5LEEVE MIC.NORS, (WITH THE SHHOYW IN THE FOLLOWING TABLE: EACH SIDE OF ALL OPL�IINlGS, AND AT THE ENDS OF ALL BEMIS AND A5 MANUFACTURED BY MILTI CORPORATION. INSTALL IN STRICT A 10 RDMNGE WITH IG80 REPORT NO. 4627, INGLDiN6 MINIMUM • A €P0XY- 6ROlAW A (THREADED ROD OR REINFORGIN6 BAS SHALL BE 6ROUTED WITH gSET H16H STRENGTH EPDXY' BY SIM PSONN STRONG-TIE. INSTALL IN STRICT AC44WAN CE WITH ICBO REPORT ER 5219. HOLES FOR EPDXY ANCHORS SHALL BE THOR0IMftY GLEANED WITH A NYLON M& AND PRE55MZED AIR OR MATER C.O IN STRICT AC WANGE WITH ER 527q. R t i c ZT 1� �C s 5HET INDEX so 6ENER& NOTES 9.2 5C+EnU 51.2 MAIN FLOOR 5}EAR NW,L pL,41 f 1012W c p or- iip"tA L3 Wpm FLOOR S LL AR MU PLAN I Lq V_ DEC � 17 2W 0 p COMER 1EE f d � � X11 8T TITLE 6ENERAL STRUGTRAL NOTES oa-iZi VEG MOJECT N0: �Wk TJT KN MOM Oq -24-04 18811E 0� M SMELT AEI: SLI . ten' -rE�r ea lod Isd 116d go a d M' D�E'T9� bNGME5) � 0.119 0.148 0.148 0.162 0.192 4EN6TH ONG1E5) �i 3 31k �4 4 '�'-'r ► • -� �I • I : I II •- ► PO STS 5HALL BE PROVIDED THROWN ALL FLOORS TO SLIPIPORTINS (PaWATIOW BELOK M 2x& WADERS SHALL BE PROVIDED OVER ALL • L TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATIN6. �1{t • r •.. �R►4 iF ,..:...1a y w _ .. _ . w . �.. .r. - . rp• • . ,.. �rw - -•. .. MIN. COMPRESSIVE MAX MINIMUM CEMENT ONC TYPE OF CRETTE: STRENGTH, f'c AT MAXIMUM JVC GONTEw PER CONSTRUCTION 26 DAYS SLUMP RATIO CUBIC YARD FOOTINGS 3000 PSI 9 INCHES OW 5AGK5 SLABS ON GRADE 8000 PSI 3 IW40 0.68 % S�AGKS FOI�LDATION WALLS �� ♦ I � - a ►.�' J . ,11 I /►. `r =. II �IIV ►�1 : (.�/ - I " I I �I I I / .�/ .L / J � ►"' r► I I J�L , � �� � / i'�► r � . Y r �'�I r !'�► n► r •.► I •► I �,+ • I I► I i ■ •.�• .� � e. I I '1 � / ► r .► .. .tIl al► I . I\ \ I\ \ \ 1, / ... r �• / I / J r I M.- I / �// I r - _ - I IL w �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r THE CONTRACTOR SHALL cc RE5PON513LE FOR SELECTION OF THE AL APPP'RU ROATE CO WTOR AND FASTENER COATING BASED ON THE INTEND EIW�lES Oct 21. gas I END USE OF THE CONEGTOR OR FASTENER AND THE C.iEMI ok PRESERVAT VE � 1 •s j r � r 'iL r��C.C.ORDANGE WITH THE MUWFAGTi�iERS IN5TRUGTIONlS. ALL JOI5T5 AND !, MULTIPLE JOIST BEAMS 5HAL.L BE GONEGTED TO M" DIE" KITH IV • � • ; SERIES JOIST H %SRS. DOT 550" BORATE - Gf1R"TED COPPER ANTE NALIN6 %W1 CONFORM TO lBG T ABLE 25AI -8~I: AGGH•G i ACQ-D = ALKALINE COPPER GOAT w , rte♦ s r A� - &'^COM .,� . 9.,/e _T ,ALLOWAB E RE LE VALUES A BASED ON 9000 PSI CNCRETE O OR 1500 P51 M NRY ASO, 11TH ANCHOR BOLTS PLACED NMTH AN EDGE DISTANCE OF NOT L.EW THAN 10 DIAMETERS. VALES REFLECT SPECIAL IN5PEGTION• FRAM�NG�, SHALL BE KILN DRIED OR MG-Iq, AND GRADED AID ED MARK IN CO fM W4CE KITH VW�pA STANDARD GRADING RULES FOR PEST COAST LUBBER LATEST SMION AND FURl�p5HE0 TO THE STANDARDS INDICATED ON THE PLANS, 5CHtMES AND DETAILS. THE DESO S OM IN THESE D" 15 BASED ON THE NATIONAL DESIGN FICATIONIS FOR ADM CO GT14ZTION (1"74DS) RMISHED BY THE AMERICAN FOREST AND 'PAPER ASSMATION. ALL HIMS S L BE AND DRIED AND THE SAME SPECIES AND 6RADE AS MEMBERS CONEGTED. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE MAY NOT BE FIELD �JED I AN�INATED SHAT 8E FABRVA TED CONNECTION iIWLING JOIST TO SILL OR 600M TOENAIL 0) � BRID61% TO JOIST, TOENAIL EACH END 12) bd SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d • bloc, TOP PLATE TO STUD, END NAIL W Ibd • 2x PLATES 20d • 3X SILL PLATES [PLATES, TO 501.E PLATE (4) 8d TOENAIL , OR (2) Ibd END NAIL LE TOP PLATES, FACE NAIL SPLICES 16d • lb'oc, � BEWEN1 JOISTS OR RAFTERS (`3) 8d OP PLATE, TOL°.WL j JOIST TO TOP PLATE, TOENAIL 8d • bloc LAPS AND INTERSECTIONS, FACE NAIL (2) 16d MW VtZ55 CONti�RMANGE _. -�. : NOTED OTHERYW5E ON THE DRAWMNN65 OR B IN Y THE WITH ASTM AND AITG STANDARDS. EACH MEND SHALL BEAR AN � .. STRUCTURAL ENGINEER. AITG IDENTIFICATION MARK AND SHALL BE AGC.OMPANUED BY AN FRAMING PROVIDE DOUBLE JOISTS CONCRETE PROTECTION (G FOR REINFORCING STFFL SHALL BE A5 FOLLOV&. AITC CERTIFICATE OF CONFORMANCE. IN THE CITY OF SEATTLE THE ALL PARALLEL PARTITIONS THAT EXTEND OVER R MORE! THAN HALF d ; THE ' CONDITION BAR SIZES CLEAR COVER LWORIMED SNJIRFACES CAST ALL 5 INIGHES A&AIN ST EARTH FORMED AND FINISHED SURFACES s5 OR 5M1kIM Lit INCHES EXPOSED TO EARTH OR HEATHER 06 OR LAR6ER 2 IWE-5 GOLU�I AND BEAM WI ALL Nit INCHES INGLUDINI6 TIES AND STIRRUPS INTERIOR 5URFAGES OF HALLS sll OR SMALLER i INCHES I j ABOVE REQUIRED L BE SUPPLIED BY A CITY OF JOIST SPAN AND AROUID ALL OPE'NUNNGS. PROVIDE BRIO61N6 . 8_ 10 r AND FULL DEPTH SOLD BLOCKING AT ALL BEARING POINTS. NAIL ALL BATTLE CERTIFIED PLANT. t.Tl- JOIST BEANS T06ETH M KITH (3)16d • 12 oo. s a N �.. ALL 51WL.E SPIN BEAMIS SMALL BE DOUGLAS FIR COMBINATION { 24F - V4, Fb = 2,400 P51, Fv =165 PSI. ALL GMITII.EVEfRE� BEAMS 5HALL BROGANS BLOCKI FRAMING ALL BE DOUGLAS FIR COMBINATION 24F -V8, F b = 2400 PSI, Fv = 165 PSI. N`', BLOM* PANELS, STI ETC., SMALL BE R, j w CAMBER ALL 6LULAM BEAMS TO 2000' RADIUS. 6LLED LAMINATED DETAILED AND FURNISHED BY THE MANUFACTURER. INSTALLATION OF THE EXPOSED TO YEATHBR OR MOISTURE SHALL BE TREATED WITH , � � ABOVE ITEMS SHALL BE IN STRICT AGC.ORDANGE NTH THE MANUFACTURERS S � , t�BERS .. - � . , : , ; s _ 't ' •, ,: AAN APPROVED P�VATHVE. RECOMMEND � , V L�/ •'� i� L�'!�A�r� PRODUCTS SPECIFIED IN THESE DRAYWN6+515 SHALL BE APA RA TED EXTE3RlOR OR R BASED ON LUMBER MANJFAGTIfiiED BY THE TWl rJ015T CORPORATION. EXPOSURE I, IN CONFORMANCE! WITH LIZ STANDARD ND. 23 OR 2". AND SLABS ALTERNATE MIWJFAGTURERS MAY BE USED T TO REVIEW AND 5M PLAN MOTES AND KNE55 FOR THIG, SP M= INS RATING, INS ADDITIONAL CO 0CM COVER MAY BE REWIRED FOR FIRE PROTECTION - APPROVAL BY THE ARC441TECT AND STRUCTURAL E�NGIN� ALL JOIST AND NAILING REQUi�. GLEE FLOOR 5HEATHHING TO ALL 5U'PbRTIN6 SEE PLAN NOTES A ERE APPROPRJATE. HHAWER5 AND OTHER HARDWARE NOT 5HHOYW SHALL BE DESIGNED AND M WITH ADHESIVE CONFORMING TO APA SPECIFICATION AF6 -01. NOK 5HRINC GROUT SHALL BE FURNISHED BY AN MANUFACTURER SUPPLIED BY THE MANUFACTURER. ROOF AND FLOOR 5HEATHIN6 SMALL BE LAID UP KITH 6RAIN AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE KITH THE PBEFABRIGATED Cd2w, TOR PLATE Y�1000 ROOF ICU ,•; T � SHALL BE - P L.AR TO `��• PROVIDE APPROVED PANEL EDGE CUPS AN MUJFACTURER'S INSTRUCTIONS. 6ROU T STRI5 6TH SHALL BE AT LEAST DES16NED BY THE MANUFACTURER IN AC.C.ORDANC.E WITH THE VESa CENTERED BETIMM RAFTERS OR TRUSSES AT ROOF 5HEATHIN6 tWAL TO THE MATERIAL ON A HIGH iT 15 PLACED (4,000 PSI MINK". SPECIFICATION FOR METAL PLATE rONEGTED WOOD TRUSSES, 7PI45' ED6E5• ALL FLOOR SHEATHIN6 5HALL HAVE TONGUE BY THE TRW PLATE INSTITUTE FOR THE SPANS AND CONDITION5 5HOHN AND 6ROOVE JOINTS OR SHALL 3E ITH W SOLID BLOCKING. AWAMME TO COWJ�EM M KA50W ON THE DRAWIN65. ALLOW Ib' SPACING AT ALL PANE, ED PE5 AND ENDS OF FLOOR AND ROOF SHEATHHING. CAST- -I GI j ANCHORS SMALL BE HAVE A q0 DEGREE HOOK WITH AN OR �,N,�. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, WALL E"146 WALL BE 2x4 H F STUD GRADE SIW5 AT 16 AT INSIDE !RADIUS OF 3db PLUS AN EXTEND M OF 15db AT i HE FREE VALLEYS, E END. ETC, AS S H/Y�N ON THE DRAWINGS. EXACT GOMP�O.�TION OF INTERIOR WALLS AND 2xb H F STUD 6RADE STUDS AT Ib'oc AT EXTERIOR GIP IN SHALL 8E IN PLACE PRIOR TD bR+OUTiN16. PROVIDE i' GROUT MINIMEJM AROUND ALL BOLTS IN MIAuONRY. SPECIAL HIP, VALLEY AND INTERSECTION AREA, (I % OF 61 MAR TRUSSES, AAlL5r STUD WALLS SHALL HAVE DOUBLE 2x TOP PLATES AND 2x SOLE OR LACK TRUSSES, STEP -DOWN TRLWE5, ETC) 5MAL.L BE DETERMINED BY THB SILL PLATES MUITGHING 5THD SIZE, SPECIES AND GRADE. ALL LOVER A= ,GIP ANCHORS IN CONCRETE MAY BE PLACED YWILE THE CONCRETE 15 IN A MANUFAGFR. T PROVIDE ALL TRLW- TO- TRl1,�5 AND TRUSS -T0 -0EAM � PLATES 5HALL BE ATTAC.HE'D TO W00D FRAMING BELOW WITH Ibd NAILS PLASTIC STATE AHEN: I) THE AWAORS ARE NOT DETAILED OR SPECIFIED C #CCTiON DETAILS AND 1 CONN�ECTiON MATERIALS. PROVIDE AT 12'oc 5TA66�. WOOD SILL PLATES SMALL BE BOLTED TO AS HOOKED AROUND OR TIED TO REINFORCEMENT WITHIN THE CQNGREM; DETAILS FOR ALL AND TRUSS BRACING AND BRIP&NG• WITH 36' DIAMETER ANCHOR BOLTS (EMBED 1' MIN) AT W WITH 10x% 2) THE ANCHORS ARE MAINTAINED IN THE GO MELT P0517IONi NHILE THE THICK PLATE WASHERS. THERE L BE A MINIMUM OF (2) BOLTS PER PIECE CONCRETE REMAINS °LASTIG; THE CONCRETE 15 PROPERLY BOX NAILS AND WITH (1) B iW OLT LOCATED NOT MORE TH 12' OR LESS THAN (1) BOLT GON50LIDATEO TEEL• NAILS AND SPIKES SHALL CONFORM TO THE NOMINAL SIZES ; DIN"ETERS FROM EACH END OF EACH PIECE THE 141075.11 SPECIFIED IN A51M F1661. ALL NAILS SPEECIFIED ON THESE DRAWIN66, EITHER EXP ION nT INTO CONCRETE SHALL BE %AK BOLT II', AND DRIVEN WITH A � OR PNE��IATIG DEVICE, 5HAL.L BE � NyRE NAILS 7W STUDS (HNIMU4 SHALL BE PROVIDED AT THE ENDS OF WALLS, AT THREADED EXPANSION INSERTS INTO CONCRETE 5HALL BE 5LEEVE MIC.NORS, (WITH THE SHHOYW IN THE FOLLOWING TABLE: EACH SIDE OF ALL OPL�IINlGS, AND AT THE ENDS OF ALL BEMIS AND A5 MANUFACTURED BY MILTI CORPORATION. INSTALL IN STRICT A 10 RDMNGE WITH IG80 REPORT NO. 4627, INGLDiN6 MINIMUM • A €P0XY- 6ROlAW A (THREADED ROD OR REINFORGIN6 BAS SHALL BE 6ROUTED WITH gSET H16H STRENGTH EPDXY' BY SIM PSONN STRONG-TIE. INSTALL IN STRICT AC44WAN CE WITH ICBO REPORT ER 5219. HOLES FOR EPDXY ANCHORS SHALL BE THOR0IMftY GLEANED WITH A NYLON M& AND PRE55MZED AIR OR MATER C.O IN STRICT AC WANGE WITH ER 527q. R t i c ZT 1� �C s 5HET INDEX so 6ENER& NOTES 9.2 5C+EnU 51.2 MAIN FLOOR 5}EAR NW,L pL,41 f 1012W c p or- iip"tA L3 Wpm FLOOR S LL AR MU PLAN I Lq V_ DEC � 17 2W 0 p COMER 1EE f d � � X11 8T TITLE 6ENERAL STRUGTRAL NOTES oa-iZi VEG MOJECT N0: �Wk TJT KN MOM Oq -24-04 18811E 0� M SMELT AEI: SLI . ten' -rE�r ea lod Isd 116d go a d M' D�E'T9� bNGME5) � 0.119 0.148 0.148 0.162 0.192 4EN6TH ONG1E5) �i 3 31k �4 4 '�'-'r ► • -� �I • I : I II •- ► PO STS 5HALL BE PROVIDED THROWN ALL FLOORS TO SLIPIPORTINS (PaWATIOW BELOK M 2x& WADERS SHALL BE PROVIDED OVER ALL • L TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATIN6. �1{t • r •.. �R►4 iF ,..:...1a y w _ .. _ . w . �.. .r. - . rp• • . ,.. �rw - -•. .. MIN. COMPRESSIVE MAX MINIMUM CEMENT ONC TYPE OF CRETTE: STRENGTH, f'c AT MAXIMUM JVC GONTEw PER CONSTRUCTION 26 DAYS SLUMP RATIO CUBIC YARD FOOTINGS 3000 PSI 9 INCHES OW 5AGK5 SLABS ON GRADE 8000 PSI 3 IW40 0.68 % S�AGKS FOI�LDATION WALLS �� ♦ I � - a ►.�' J . ,11 I /►. `r =. II �IIV ►�1 : (.�/ - I " I I �I I I / .�/ .L / J � ►"' r► I I J�L , � �� � / i'�► r � . Y r �'�I r !'�► n► r •.► I •► I �,+ • I I► I i ■ •.�• .� � e. I I '1 � / ► r .► .. .tIl al► I . I\ \ I\ \ \ 1, / ... r �• / I / J r I M.- I / �// I r - _ - I IL w �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r r��C.C.ORDANGE WITH THE MUWFAGTi�iERS IN5TRUGTIONlS. ALL JOI5T5 AND !, MULTIPLE JOIST BEAMS 5HAL.L BE GONEGTED TO M" DIE" KITH IV • � • ; SERIES JOIST H %SRS. DOT 550" BORATE - Gf1R"TED COPPER ANTE NALIN6 %W1 CONFORM TO lBG T ABLE 25AI -8~I: AGGH•G i ACQ-D = ALKALINE COPPER GOAT w , rte♦ s r A� - &'^COM .,� . 9.,/e TED CONNECTION iIWLING JOIST TO SILL OR 600M TOENAIL 0) � BRID61% TO JOIST, TOENAIL EACH END 12) bd SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d • bloc, TOP PLATE TO STUD, END NAIL W Ibd • 2x PLATES 20d • 3X SILL PLATES [PLATES, TO 501.E PLATE (4) 8d TOENAIL , OR (2) Ibd END NAIL LE TOP PLATES, FACE NAIL SPLICES 16d • lb'oc, � BEWEN1 JOISTS OR RAFTERS (`3) 8d OP PLATE, TOL°.WL j JOIST TO TOP PLATE, TOENAIL 8d • bloc LAPS AND INTERSECTIONS, FACE NAIL (2) 16d MW VtZ55 CONti�RMANGE _. -�. : NOTED OTHERYW5E ON THE DRAWMNN65 OR B IN Y THE WITH ASTM AND AITG STANDARDS. EACH MEND SHALL BEAR AN � .. STRUCTURAL ENGINEER. AITG IDENTIFICATION MARK AND SHALL BE AGC.OMPANUED BY AN FRAMING PROVIDE DOUBLE JOISTS CONCRETE PROTECTION (G FOR REINFORCING STFFL SHALL BE A5 FOLLOV&. AITC CERTIFICATE OF CONFORMANCE. IN THE CITY OF SEATTLE THE ALL PARALLEL PARTITIONS THAT EXTEND OVER R MORE! THAN HALF d ; THE ' CONDITION BAR SIZES CLEAR COVER LWORIMED SNJIRFACES CAST ALL 5 INIGHES A&AIN ST EARTH FORMED AND FINISHED SURFACES s5 OR 5M1kIM Lit INCHES EXPOSED TO EARTH OR HEATHER 06 OR LAR6ER 2 IWE-5 GOLU�I AND BEAM WI ALL Nit INCHES INGLUDINI6 TIES AND STIRRUPS INTERIOR 5URFAGES OF HALLS sll OR SMALLER i INCHES I j ABOVE REQUIRED L BE SUPPLIED BY A CITY OF JOIST SPAN AND AROUID ALL OPE'NUNNGS. PROVIDE BRIO61N6 . 8_ 10 r AND FULL DEPTH SOLD BLOCKING AT ALL BEARING POINTS. NAIL ALL BATTLE CERTIFIED PLANT. t.Tl- JOIST BEANS T06ETH M KITH (3)16d • 12 oo. s a N �.. ALL 51WL.E SPIN BEAMIS SMALL BE DOUGLAS FIR COMBINATION { 24F - V4, Fb = 2,400 P51, Fv =165 PSI. ALL GMITII.EVEfRE� BEAMS 5HALL BROGANS BLOCKI FRAMING ALL BE DOUGLAS FIR COMBINATION 24F -V8, F b = 2400 PSI, Fv = 165 PSI. N`', BLOM* PANELS, STI ETC., SMALL BE R, j w CAMBER ALL 6LULAM BEAMS TO 2000' RADIUS. 6LLED LAMINATED DETAILED AND FURNISHED BY THE MANUFACTURER. INSTALLATION OF THE EXPOSED TO YEATHBR OR MOISTURE SHALL BE TREATED WITH , � � ABOVE ITEMS SHALL BE IN STRICT AGC.ORDANGE NTH THE MANUFACTURERS S � , t�BERS .. - � . , : , ; s _ 't ' •, ,: AAN APPROVED P�VATHVE. RECOMMEND � , V L�/ •'� i� L�'!�A�r� PRODUCTS SPECIFIED IN THESE DRAYWN6+515 SHALL BE APA RA TED EXTE3RlOR OR R BASED ON LUMBER MANJFAGTIfiiED BY THE TWl rJ015T CORPORATION. EXPOSURE I, IN CONFORMANCE! WITH LIZ STANDARD ND. 23 OR 2". AND SLABS ALTERNATE MIWJFAGTURERS MAY BE USED T TO REVIEW AND 5M PLAN MOTES AND KNE55 FOR THIG, SP M= INS RATING, INS ADDITIONAL CO 0CM COVER MAY BE REWIRED FOR FIRE PROTECTION - APPROVAL BY THE ARC441TECT AND STRUCTURAL E�NGIN� ALL JOIST AND NAILING REQUi�. GLEE FLOOR 5HEATHHING TO ALL 5U'PbRTIN6 SEE PLAN NOTES A ERE APPROPRJATE. HHAWER5 AND OTHER HARDWARE NOT 5HHOYW SHALL BE DESIGNED AND M WITH ADHESIVE CONFORMING TO APA SPECIFICATION AF6 -01. NOK 5HRINC GROUT SHALL BE FURNISHED BY AN MANUFACTURER SUPPLIED BY THE MANUFACTURER. ROOF AND FLOOR 5HEATHIN6 SMALL BE LAID UP KITH 6RAIN AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE KITH THE PBEFABRIGATED Cd2w, TOR PLATE Y�1000 ROOF ICU ,•; T � SHALL BE - P L.AR TO `��• PROVIDE APPROVED PANEL EDGE CUPS AN MUJFACTURER'S INSTRUCTIONS. 6ROU T STRI5 6TH SHALL BE AT LEAST DES16NED BY THE MANUFACTURER IN AC.C.ORDANC.E WITH THE VESa CENTERED BETIMM RAFTERS OR TRUSSES AT ROOF 5HEATHIN6 tWAL TO THE MATERIAL ON A HIGH iT 15 PLACED (4,000 PSI MINK". SPECIFICATION FOR METAL PLATE rONEGTED WOOD TRUSSES, 7PI45' ED6E5• ALL FLOOR SHEATHIN6 5HALL HAVE TONGUE BY THE TRW PLATE INSTITUTE FOR THE SPANS AND CONDITION5 5HOHN AND 6ROOVE JOINTS OR SHALL 3E ITH W SOLID BLOCKING. AWAMME TO COWJ�EM M KA50W ON THE DRAWIN65. ALLOW Ib' SPACING AT ALL PANE, ED PE5 AND ENDS OF FLOOR AND ROOF SHEATHHING. CAST- -I GI j ANCHORS SMALL BE HAVE A q0 DEGREE HOOK WITH AN OR �,N,�. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, WALL E"146 WALL BE 2x4 H F STUD GRADE SIW5 AT 16 AT INSIDE !RADIUS OF 3db PLUS AN EXTEND M OF 15db AT i HE FREE VALLEYS, E END. ETC, AS S H/Y�N ON THE DRAWINGS. EXACT GOMP�O.�TION OF INTERIOR WALLS AND 2xb H F STUD 6RADE STUDS AT Ib'oc AT EXTERIOR GIP IN SHALL 8E IN PLACE PRIOR TD bR+OUTiN16. PROVIDE i' GROUT MINIMEJM AROUND ALL BOLTS IN MIAuONRY. SPECIAL HIP, VALLEY AND INTERSECTION AREA, (I % OF 61 MAR TRUSSES, AAlL5r STUD WALLS SHALL HAVE DOUBLE 2x TOP PLATES AND 2x SOLE OR LACK TRUSSES, STEP -DOWN TRLWE5, ETC) 5MAL.L BE DETERMINED BY THB SILL PLATES MUITGHING 5THD SIZE, SPECIES AND GRADE. ALL LOVER A= ,GIP ANCHORS IN CONCRETE MAY BE PLACED YWILE THE CONCRETE 15 IN A MANUFAGFR. T PROVIDE ALL TRLW- TO- TRl1,�5 AND TRUSS -T0 -0EAM � PLATES 5HALL BE ATTAC.HE'D TO W00D FRAMING BELOW WITH Ibd NAILS PLASTIC STATE AHEN: I) THE AWAORS ARE NOT DETAILED OR SPECIFIED C #CCTiON DETAILS AND 1 CONN�ECTiON MATERIALS. PROVIDE AT 12'oc 5TA66�. WOOD SILL PLATES SMALL BE BOLTED TO AS HOOKED AROUND OR TIED TO REINFORCEMENT WITHIN THE CQNGREM; DETAILS FOR ALL AND TRUSS BRACING AND BRIP&NG• WITH 36' DIAMETER ANCHOR BOLTS (EMBED 1' MIN) AT W WITH 10x% 2) THE ANCHORS ARE MAINTAINED IN THE GO MELT P0517IONi NHILE THE THICK PLATE WASHERS. THERE L BE A MINIMUM OF (2) BOLTS PER PIECE CONCRETE REMAINS °LASTIG; THE CONCRETE 15 PROPERLY BOX NAILS AND WITH (1) B iW OLT LOCATED NOT MORE TH 12' OR LESS THAN (1) BOLT GON50LIDATEO TEEL• NAILS AND SPIKES SHALL CONFORM TO THE NOMINAL SIZES ; DIN"ETERS FROM EACH END OF EACH PIECE THE 141075.11 SPECIFIED IN A51M F1661. ALL NAILS SPEECIFIED ON THESE DRAWIN66, EITHER EXP ION nT INTO CONCRETE SHALL BE %AK BOLT II', AND DRIVEN WITH A � OR PNE��IATIG DEVICE, 5HAL.L BE � NyRE NAILS 7W STUDS (HNIMU4 SHALL BE PROVIDED AT THE ENDS OF WALLS, AT THREADED EXPANSION INSERTS INTO CONCRETE 5HALL BE 5LEEVE MIC.NORS, (WITH THE SHHOYW IN THE FOLLOWING TABLE: EACH SIDE OF ALL OPL�IINlGS, AND AT THE ENDS OF ALL BEMIS AND A5 MANUFACTURED BY MILTI CORPORATION. INSTALL IN STRICT A 10 RDMNGE WITH IG80 REPORT NO. 4627, INGLDiN6 MINIMUM • A €P0XY- 6ROlAW A (THREADED ROD OR REINFORGIN6 BAS SHALL BE 6ROUTED WITH gSET H16H STRENGTH EPDXY' BY SIM PSONN STRONG-TIE. INSTALL IN STRICT AC44WAN CE WITH ICBO REPORT ER 5219. HOLES FOR EPDXY ANCHORS SHALL BE THOR0IMftY GLEANED WITH A NYLON M& AND PRE55MZED AIR OR MATER C.O IN STRICT AC WANGE WITH ER 527q. R t i c ZT 1� �C s 5HET INDEX so 6ENER& NOTES 9.2 5C+EnU 51.2 MAIN FLOOR 5}EAR NW,L pL,41 f 1012W c p or- iip"tA L3 Wpm FLOOR S LL AR MU PLAN I Lq V_ DEC � 17 2W 0 p COMER 1EE f d � � X11 8T TITLE 6ENERAL STRUGTRAL NOTES oa-iZi VEG MOJECT N0: �Wk TJT KN MOM Oq -24-04 18811E 0� M SMELT AEI: SLI . ten' -rE�r ea lod Isd 116d go a d M' D�E'T9� bNGME5) � 0.119 0.148 0.148 0.162 0.192 4EN6TH ONG1E5) �i 3 31k �4 4 '�'-'r ► • -� �I • I : I II •- ► PO STS 5HALL BE PROVIDED THROWN ALL FLOORS TO SLIPIPORTINS (PaWATIOW BELOK M 2x& WADERS SHALL BE PROVIDED OVER ALL • L TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATIN6. �1{t • r •.. �R►4 iF ,..:...1a y w _ .. _ . w . �.. .r. - . rp• • . ,.. �rw - -•. .. MIN. COMPRESSIVE MAX MINIMUM CEMENT ONC TYPE OF CRETTE: STRENGTH, f'c AT MAXIMUM JVC GONTEw PER CONSTRUCTION 26 DAYS SLUMP RATIO CUBIC YARD FOOTINGS 3000 PSI 9 INCHES OW 5AGK5 SLABS ON GRADE 8000 PSI 3 IW40 0.68 % S�AGKS FOI�LDATION WALLS �� ♦ I � - a ►.�' J . ,11 I /►. `r =. II �IIV ►�1 : (.�/ - I " I I �I I I / .�/ .L / J � ►"' r► I I J�L , � �� � / i'�► r � . Y r �'�I r !'�► n► r •.► I •► I �,+ • I I► I i ■ •.�• .� � e. I I '1 � / ► r .► .. .tIl al► I . I\ \ I\ \ \ 1, / ... r �• / I / J r I M.- I / �// I r - _ - I IL w �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r MW VtZ55 CONti�RMANGE _. -�. : NOTED OTHERYW5E ON THE DRAWMNN65 OR B IN Y THE WITH ASTM AND AITG STANDARDS. EACH MEND SHALL BEAR AN � .. STRUCTURAL ENGINEER. AITG IDENTIFICATION MARK AND SHALL BE AGC.OMPANUED BY AN FRAMING PROVIDE DOUBLE JOISTS CONCRETE PROTECTION (G FOR REINFORCING STFFL SHALL BE A5 FOLLOV&. AITC CERTIFICATE OF CONFORMANCE. IN THE CITY OF SEATTLE THE ALL PARALLEL PARTITIONS THAT EXTEND OVER R MORE! THAN HALF d ; THE ' CONDITION BAR SIZES CLEAR COVER LWORIMED SNJIRFACES CAST ALL 5 INIGHES A&AIN ST EARTH FORMED AND FINISHED SURFACES s5 OR 5M1kIM Lit INCHES EXPOSED TO EARTH OR HEATHER 06 OR LAR6ER 2 IWE-5 GOLU�I AND BEAM WI ALL Nit INCHES INGLUDINI6 TIES AND STIRRUPS INTERIOR 5URFAGES OF HALLS sll OR SMALLER i INCHES I j ABOVE REQUIRED L BE SUPPLIED BY A CITY OF JOIST SPAN AND AROUID ALL OPE'NUNNGS. PROVIDE BRIO61N6 . 8_ 10 r AND FULL DEPTH SOLD BLOCKING AT ALL BEARING POINTS. NAIL ALL BATTLE CERTIFIED PLANT. t.Tl- JOIST BEANS T06ETH M KITH (3)16d • 12 oo. s a N �.. ALL 51WL.E SPIN BEAMIS SMALL BE DOUGLAS FIR COMBINATION { 24F - V4, Fb = 2,400 P51, Fv =165 PSI. ALL GMITII.EVEfRE� BEAMS 5HALL BROGANS BLOCKI FRAMING ALL BE DOUGLAS FIR COMBINATION 24F -V8, F b = 2400 PSI, Fv = 165 PSI. N`', BLOM* PANELS, STI ETC., SMALL BE R, j w CAMBER ALL 6LULAM BEAMS TO 2000' RADIUS. 6LLED LAMINATED DETAILED AND FURNISHED BY THE MANUFACTURER. INSTALLATION OF THE EXPOSED TO YEATHBR OR MOISTURE SHALL BE TREATED WITH , � � ABOVE ITEMS SHALL BE IN STRICT AGC.ORDANGE NTH THE MANUFACTURERS S � , t�BERS .. - � . , : , ; s _ 't ' •, ,: AAN APPROVED P�VATHVE. RECOMMEND � , V L�/ •'� i� L�'!�A�r� PRODUCTS SPECIFIED IN THESE DRAYWN6+515 SHALL BE APA RA TED EXTE3RlOR OR R BASED ON LUMBER MANJFAGTIfiiED BY THE TWl rJ015T CORPORATION. EXPOSURE I, IN CONFORMANCE! WITH LIZ STANDARD ND. 23 OR 2". AND SLABS ALTERNATE MIWJFAGTURERS MAY BE USED T TO REVIEW AND 5M PLAN MOTES AND KNE55 FOR THIG, SP M= INS RATING, INS ADDITIONAL CO 0CM COVER MAY BE REWIRED FOR FIRE PROTECTION - APPROVAL BY THE ARC441TECT AND STRUCTURAL E�NGIN� ALL JOIST AND NAILING REQUi�. GLEE FLOOR 5HEATHHING TO ALL 5U'PbRTIN6 SEE PLAN NOTES A ERE APPROPRJATE. HHAWER5 AND OTHER HARDWARE NOT 5HHOYW SHALL BE DESIGNED AND M WITH ADHESIVE CONFORMING TO APA SPECIFICATION AF6 -01. NOK 5HRINC GROUT SHALL BE FURNISHED BY AN MANUFACTURER SUPPLIED BY THE MANUFACTURER. ROOF AND FLOOR 5HEATHIN6 SMALL BE LAID UP KITH 6RAIN AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE KITH THE PBEFABRIGATED Cd2w, TOR PLATE Y�1000 ROOF ICU ,•; T � SHALL BE - P L.AR TO `��• PROVIDE APPROVED PANEL EDGE CUPS AN MUJFACTURER'S INSTRUCTIONS. 6ROU T STRI5 6TH SHALL BE AT LEAST DES16NED BY THE MANUFACTURER IN AC.C.ORDANC.E WITH THE VESa CENTERED BETIMM RAFTERS OR TRUSSES AT ROOF 5HEATHIN6 tWAL TO THE MATERIAL ON A HIGH iT 15 PLACED (4,000 PSI MINK". SPECIFICATION FOR METAL PLATE rONEGTED WOOD TRUSSES, 7PI45' ED6E5• ALL FLOOR SHEATHIN6 5HALL HAVE TONGUE BY THE TRW PLATE INSTITUTE FOR THE SPANS AND CONDITION5 5HOHN AND 6ROOVE JOINTS OR SHALL 3E ITH W SOLID BLOCKING. AWAMME TO COWJ�EM M KA50W ON THE DRAWIN65. ALLOW Ib' SPACING AT ALL PANE, ED PE5 AND ENDS OF FLOOR AND ROOF SHEATHHING. CAST- -I GI j ANCHORS SMALL BE HAVE A q0 DEGREE HOOK WITH AN OR �,N,�. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, WALL E"146 WALL BE 2x4 H F STUD GRADE SIW5 AT 16 AT INSIDE !RADIUS OF 3db PLUS AN EXTEND M OF 15db AT i HE FREE VALLEYS, E END. ETC, AS S H/Y�N ON THE DRAWINGS. EXACT GOMP�O.�TION OF INTERIOR WALLS AND 2xb H F STUD 6RADE STUDS AT Ib'oc AT EXTERIOR GIP IN SHALL 8E IN PLACE PRIOR TD bR+OUTiN16. PROVIDE i' GROUT MINIMEJM AROUND ALL BOLTS IN MIAuONRY. SPECIAL HIP, VALLEY AND INTERSECTION AREA, (I % OF 61 MAR TRUSSES, AAlL5r STUD WALLS SHALL HAVE DOUBLE 2x TOP PLATES AND 2x SOLE OR LACK TRUSSES, STEP -DOWN TRLWE5, ETC) 5MAL.L BE DETERMINED BY THB SILL PLATES MUITGHING 5THD SIZE, SPECIES AND GRADE. ALL LOVER A= ,GIP ANCHORS IN CONCRETE MAY BE PLACED YWILE THE CONCRETE 15 IN A MANUFAGFR. T PROVIDE ALL TRLW- TO- TRl1,�5 AND TRUSS -T0 -0EAM � PLATES 5HALL BE ATTAC.HE'D TO W00D FRAMING BELOW WITH Ibd NAILS PLASTIC STATE AHEN: I) THE AWAORS ARE NOT DETAILED OR SPECIFIED C #CCTiON DETAILS AND 1 CONN�ECTiON MATERIALS. PROVIDE AT 12'oc 5TA66�. WOOD SILL PLATES SMALL BE BOLTED TO AS HOOKED AROUND OR TIED TO REINFORCEMENT WITHIN THE CQNGREM; DETAILS FOR ALL AND TRUSS BRACING AND BRIP&NG• WITH 36' DIAMETER ANCHOR BOLTS (EMBED 1' MIN) AT W WITH 10x% 2) THE ANCHORS ARE MAINTAINED IN THE GO MELT P0517IONi NHILE THE THICK PLATE WASHERS. THERE L BE A MINIMUM OF (2) BOLTS PER PIECE CONCRETE REMAINS °LASTIG; THE CONCRETE 15 PROPERLY BOX NAILS AND WITH (1) B iW OLT LOCATED NOT MORE TH 12' OR LESS THAN (1) BOLT GON50LIDATEO TEEL• NAILS AND SPIKES SHALL CONFORM TO THE NOMINAL SIZES ; DIN"ETERS FROM EACH END OF EACH PIECE THE 141075.11 SPECIFIED IN A51M F1661. ALL NAILS SPEECIFIED ON THESE DRAWIN66, EITHER EXP ION nT INTO CONCRETE SHALL BE %AK BOLT II', AND DRIVEN WITH A � OR PNE��IATIG DEVICE, 5HAL.L BE � NyRE NAILS 7W STUDS (HNIMU4 SHALL BE PROVIDED AT THE ENDS OF WALLS, AT THREADED EXPANSION INSERTS INTO CONCRETE 5HALL BE 5LEEVE MIC.NORS, (WITH THE SHHOYW IN THE FOLLOWING TABLE: EACH SIDE OF ALL OPL�IINlGS, AND AT THE ENDS OF ALL BEMIS AND A5 MANUFACTURED BY MILTI CORPORATION. INSTALL IN STRICT A 10 RDMNGE WITH IG80 REPORT NO. 4627, INGLDiN6 MINIMUM • A €P0XY- 6ROlAW A (THREADED ROD OR REINFORGIN6 BAS SHALL BE 6ROUTED WITH gSET H16H STRENGTH EPDXY' BY SIM PSONN STRONG-TIE. INSTALL IN STRICT AC44WAN CE WITH ICBO REPORT ER 5219. HOLES FOR EPDXY ANCHORS SHALL BE THOR0IMftY GLEANED WITH A NYLON M& AND PRE55MZED AIR OR MATER C.O IN STRICT AC WANGE WITH ER 527q. R t i c ZT 1� �C s 5HET INDEX so 6ENER& NOTES 9.2 5C+EnU 51.2 MAIN FLOOR 5}EAR NW,L pL,41 f 1012W c p or- iip"tA L3 Wpm FLOOR S LL AR MU PLAN I Lq V_ DEC � 17 2W 0 p COMER 1EE f d � � X11 8T TITLE 6ENERAL STRUGTRAL NOTES oa-iZi VEG MOJECT N0: �Wk TJT KN MOM Oq -24-04 18811E 0� M SMELT AEI: SLI . ten' -rE�r ea lod Isd 116d go a d M' D�E'T9� bNGME5) � 0.119 0.148 0.148 0.162 0.192 4EN6TH ONG1E5) �i 3 31k �4 4 '�'-'r ► • -� �I • I : I II •- ► PO STS 5HALL BE PROVIDED THROWN ALL FLOORS TO SLIPIPORTINS (PaWATIOW BELOK M 2x& WADERS SHALL BE PROVIDED OVER ALL • L TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATIN6. �1{t • r •.. �R►4 iF ,..:...1a y w _ .. _ . w . �.. .r. - . rp• • . ,.. �rw - -•. .. MIN. COMPRESSIVE MAX MINIMUM CEMENT ONC TYPE OF CRETTE: STRENGTH, f'c AT MAXIMUM JVC GONTEw PER CONSTRUCTION 26 DAYS SLUMP RATIO CUBIC YARD FOOTINGS 3000 PSI 9 INCHES OW 5AGK5 SLABS ON GRADE 8000 PSI 3 IW40 0.68 % S�AGKS FOI�LDATION WALLS �� ♦ I � - a ►.�' J . ,11 I /►. `r =. II �IIV ►�1 : (.�/ - I " I I �I I I / .�/ .L / J � ►"' r► I I J�L , � �� � / i'�► r � . Y r �'�I r !'�► n► r •.► I •► I �,+ • I I► I i ■ •.�• .� � e. I I '1 � / ► r .► .. .tIl al► I . I\ \ I\ \ \ 1, / ... r �• / I / J r I M.- I / �// I r - _ - I IL w �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r ABOVE REQUIRED L BE SUPPLIED BY A CITY OF JOIST SPAN AND AROUID ALL OPE'NUNNGS. PROVIDE BRIO61N6 . 8_ 10 r AND FULL DEPTH SOLD BLOCKING AT ALL BEARING POINTS. NAIL ALL BATTLE CERTIFIED PLANT. t.Tl- JOIST BEANS T06ETH M KITH (3)16d • 12 oo. s a N �.. ALL 51WL.E SPIN BEAMIS SMALL BE DOUGLAS FIR COMBINATION { 24F - V4, Fb = 2,400 P51, Fv =165 PSI. ALL GMITII.EVEfRE� BEAMS 5HALL BROGANS BLOCKI FRAMING ALL BE DOUGLAS FIR COMBINATION 24F -V8, F b = 2400 PSI, Fv = 165 PSI. N`', BLOM* PANELS, STI ETC., SMALL BE R, j w CAMBER ALL 6LULAM BEAMS TO 2000' RADIUS. 6LLED LAMINATED DETAILED AND FURNISHED BY THE MANUFACTURER. INSTALLATION OF THE EXPOSED TO YEATHBR OR MOISTURE SHALL BE TREATED WITH , � � ABOVE ITEMS SHALL BE IN STRICT AGC.ORDANGE NTH THE MANUFACTURERS S � , t�BERS .. - � . , : , ; s _ 't ' •, ,: AAN APPROVED P�VATHVE. RECOMMEND � , V L�/ •'� i� L�'!�A�r� PRODUCTS SPECIFIED IN THESE DRAYWN6+515 SHALL BE APA RA TED EXTE3RlOR OR CON ECTOR PLATES (6AWMAIL THE MINIMUM AMOUNT'S OF CEM194T1TipU5 MATERIAL MAY BE CMANIGED iF A CONORM MIX DE516N 15 SUBMITTED TO THE STRUCTURAL. ENGINEER AND THE BUILDING OFFICIAL FOR APPROVAL TWO PEEKS PRIOR TO PL..A0146 ANY CONCRETE. THE MIX DE516N SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE A66RE6ATE, WATER AND ADMIXnW:S, AS HELL AS THE WATER -GEM EW RATIO, SLUMP, CONCRETE YIELD AND 51S5TANTiATIN 15 STRENGTH DATA IN ACCORDANCE YMTH THE LATEST EDITION OF AGI 318, CHAPTER 5. THE REVIE N OF MIX DE516N SUBMITTAL5 BY THE ENkSINEE3R OF � IN TE T HREA I mcm I OF MEMBER FOR MGM IT 15 IN CONTACT. 1. 'D' INDICATES THE SHAW OWETER OF THE FASTENER D SHALL THE FOLLOWN6 TABLE SHALL BE V" FOR 58 CoTION OF CONEGTORS BE NOT EXCaD I'• D INDICATES THE ROOT D� 545M ON 6ALVANUZED GOATiN6 OR STAINLESS 5 � 2. THE SAN HOLE FOR THE SMAW SMALL HAVE THE E DIAMETTER TEFL f ASTE?ER5 USED , AS THE SHANK AND THE SAME DEPTH OF PE' CMT16N A5 THE LENGTH OF �' � �� OF THE SAME MATERIAL AS THE CONNECTOR. x THE UNTHREAD W ED � IC THE LEAD HOLE OR HOLE SHAT I NOT TYP OF ANC E HORAGE TYPE OF MKHHOR POST AND CO." 1 A5E5 GIP, EXPANSION# OR EPDXY LE06� TO CONCRETE OR m GIP, EXPAN m's OR EPDXY L. TIES WAL TO CONCRETE OR CMU GIP OR EPDXY t�SULL TO FOMATION GIP, EXPName OR EPDXY HOLDONN TO FOUNDATION GIP OR EPDXY NkrSTREN6TH GIP EG�PNENT GIP OR EPDXY ��� CONTRA = QWTTM INFORMATION PRESENTED CO FORMS � EXPANSION ANCHORS MAY NOT BE USED MERE THE ANCHOR 6 EXPOEXPOSED IX REWIRED FOR DIAMETERS %a OR LE56, PRO'1/IDED M*E, END AND �. . GONrTRACTOR MWNTAINS TO EARTH OR hEATFER. SPACING 15 TO BE SUFFICIENT TO PREVEW SPLITTING. FULL RE5PON15181LITY FOR SPECIFIED 3- LA6 AV WOOD WOO SHAH BE INSTALLED BY TURNING OF A APB" SHALL BE SMALL MEET THE FOLL.ONIN6 MIMMIM1 OR SCREW DRIVER NOT DRNM NTH A HHAMMER. AIR- EN'i'RAIM WITH AN AIR - AM I sm T L4MTLM INS TO !SG TACLE " -I. 4 All BOLTS SHALL CONFORM TO ASTM A615 6WAXIN6 51), GRADE 60, = 60OW PSI. 6RADE 60 REINFORGINI6 BARS TO BE WEED SHALL LD RM TO ASTM A106. NEEDED WIRE FABRIC SHWA CONFORM TO ASTM AI85. LON SIRVINAL REINFORCEMENT IN DUCTILE PRAMS AND IN WALL BOUNDARY MEi"BERS SMALL COMPLY " ASTM A106. K INFORCIN6 STEEL. SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN A"ORDANGE NTH THE LATEST EDITIONS OF A0 315 AN 318. REINFORCEMENT THE DR MAY BE SPLICED ONLY MORE INDICATED ON TAWIN6+5, EXCEPT THAT REINFORCING INDICATED AS 'CONTINUOUS MAY BE SPLIGBO AS REWIRED 8Y T GONTWTOR FOR CONSTRUGTINUTY. AND SPLICE LENGTHS SHALL BE AS FOLLOIA& (db TO BAR 0*011E IM) ft' =3000 PSI fc' =4000 PSI CONDITION BARS GLA55 A CLAW B GLASS A CLASS B p DEVELOPMENT 106 44 db 51 db S8 db 50 db LENGTH k s1 55 d 12 d 46 db 62 d t M. LENIGTH 4 51 db 15 db 50 db 65 db TOP BARS - a rl `12 db 4 13 d 62 d 81 d p _ DEV. LENGTH ALL ­ db 19 db t HOOKED BARS DEV. LENGTH GoMPRf361oN ALL 22 db �.__._ .Iq db p SPLICE LENGTH ILL 30 db SO db fix ON AND LAb 5Gf� Zrv% -L CONFORM TO ASTM 5P6GiFIGATIOH A301, =36 KSi. KASHERS SMALL BE PLACED WER THE HEADS AND OF ALL BOLTS AND LAS BEARING ON NI000 HS . . . MOOD GONLSTf�lC G OME-GT CALLED OUT BY LETTERS AND N S HALL BE '5TRONFs - TIE * 13Y SIM�,ION WWANY, AS SPWFIED IN THEiR CATAL06 (LATEST EDITION). PROVIDE i UMBER AND SIZE OF FASTENERS AS ECI SPFIED BY MANJFAWLM CONECTORS SMALL BE INSTALLED IN r ' PRODUC GOATIN65T 1.85 oz/sf (6185) STA 0.40 OZ/9 HD6 PER ASTM STEE PRESERVATIVE (6q0) A653, AI53 OR AI23 STEEL L UNTREATED NOOD 5BX YES YE5 Ym Q-G . GGA-G . AC t AC" , C 4-A t G �Ip ; YES YES Non -DOT r ACZA N0 NO YE5 THE CONTRACTOR SHALL cc RE5PON513LE FOR SELECTION OF THE AL APPP'RU ROATE CO WTOR AND FASTENER COATING BASED ON THE INTEND EIW�lES Oct 21. gas I END USE OF THE CONEGTOR OR FASTENER AND THE C.iEMI ok PRESERVAT VE � 1 •s j r � r 'iL r��C.C.ORDANGE WITH THE MUWFAGTi�iERS IN5TRUGTIONlS. ALL JOI5T5 AND !, MULTIPLE JOIST BEAMS 5HAL.L BE GONEGTED TO M" DIE" KITH IV • � • ; SERIES JOIST H %SRS. DOT 550" BORATE - Gf1R"TED COPPER ANTE NALIN6 %W1 CONFORM TO lBG T ABLE 25AI -8~I: AGGH•G i ACQ-D = ALKALINE COPPER GOAT w , rte♦ s r A� - &'^COM .,� . 9.,/e _T ,ALLOWAB E RE LE VALUES A BASED ON 9000 PSI CNCRETE O OR 1500 P51 M NRY ASO, 11TH ANCHOR BOLTS PLACED NMTH AN EDGE DISTANCE OF NOT L.EW THAN 10 DIAMETERS. VALES REFLECT SPECIAL IN5PEGTION• FRAM�NG�, SHALL BE KILN DRIED OR MG-Iq, AND GRADED AID ED MARK IN CO fM W4CE KITH VW�pA STANDARD GRADING RULES FOR PEST COAST LUBBER LATEST SMION AND FURl�p5HE0 TO THE STANDARDS INDICATED ON THE PLANS, 5CHtMES AND DETAILS. THE DESO S OM IN THESE D" 15 BASED ON THE NATIONAL DESIGN FICATIONIS FOR ADM CO GT14ZTION (1"74DS) RMISHED BY THE AMERICAN FOREST AND 'PAPER ASSMATION. ALL HIMS S L BE AND DRIED AND THE SAME SPECIES AND 6RADE AS MEMBERS CONEGTED. BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE MAY NOT BE FIELD �JED I AN�INATED SHAT 8E FABRVA TED CONNECTION iIWLING JOIST TO SILL OR 600M TOENAIL 0) � BRID61% TO JOIST, TOENAIL EACH END 12) bd SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d • bloc, TOP PLATE TO STUD, END NAIL W Ibd • 2x PLATES 20d • 3X SILL PLATES [PLATES, TO 501.E PLATE (4) 8d TOENAIL , OR (2) Ibd END NAIL LE TOP PLATES, FACE NAIL SPLICES 16d • lb'oc, � BEWEN1 JOISTS OR RAFTERS (`3) 8d OP PLATE, TOL°.WL j JOIST TO TOP PLATE, TOENAIL 8d • bloc LAPS AND INTERSECTIONS, FACE NAIL (2) 16d MW VtZ55 CONti�RMANGE _. -�. : NOTED OTHERYW5E ON THE DRAWMNN65 OR B IN Y THE WITH ASTM AND AITG STANDARDS. EACH MEND SHALL BEAR AN � .. STRUCTURAL ENGINEER. AITG IDENTIFICATION MARK AND SHALL BE AGC.OMPANUED BY AN FRAMING PROVIDE DOUBLE JOISTS CONCRETE PROTECTION (G FOR REINFORCING STFFL SHALL BE A5 FOLLOV&. AITC CERTIFICATE OF CONFORMANCE. IN THE CITY OF SEATTLE THE ALL PARALLEL PARTITIONS THAT EXTEND OVER R MORE! THAN HALF d ; THE ' CONDITION BAR SIZES CLEAR COVER LWORIMED SNJIRFACES CAST ALL 5 INIGHES A&AIN ST EARTH FORMED AND FINISHED SURFACES s5 OR 5M1kIM Lit INCHES EXPOSED TO EARTH OR HEATHER 06 OR LAR6ER 2 IWE-5 GOLU�I AND BEAM WI ALL Nit INCHES INGLUDINI6 TIES AND STIRRUPS INTERIOR 5URFAGES OF HALLS sll OR SMALLER i INCHES I j ABOVE REQUIRED L BE SUPPLIED BY A CITY OF JOIST SPAN AND AROUID ALL OPE'NUNNGS. PROVIDE BRIO61N6 . 8_ 10 r AND FULL DEPTH SOLD BLOCKING AT ALL BEARING POINTS. NAIL ALL BATTLE CERTIFIED PLANT. t.Tl- JOIST BEANS T06ETH M KITH (3)16d • 12 oo. s a N �.. ALL 51WL.E SPIN BEAMIS SMALL BE DOUGLAS FIR COMBINATION { 24F - V4, Fb = 2,400 P51, Fv =165 PSI. ALL GMITII.EVEfRE� BEAMS 5HALL BROGANS BLOCKI FRAMING ALL BE DOUGLAS FIR COMBINATION 24F -V8, F b = 2400 PSI, Fv = 165 PSI. N`', BLOM* PANELS, STI ETC., SMALL BE R, j w CAMBER ALL 6LULAM BEAMS TO 2000' RADIUS. 6LLED LAMINATED DETAILED AND FURNISHED BY THE MANUFACTURER. INSTALLATION OF THE EXPOSED TO YEATHBR OR MOISTURE SHALL BE TREATED WITH , � � ABOVE ITEMS SHALL BE IN STRICT AGC.ORDANGE NTH THE MANUFACTURERS S � , t�BERS .. - � . , : , ; s _ 't ' •, ,: AAN APPROVED P�VATHVE. RECOMMEND � , V L�/ •'� i� L�'!�A�r� PRODUCTS SPECIFIED IN THESE DRAYWN6+515 SHALL BE APA RA TED EXTE3RlOR OR R BASED ON LUMBER MANJFAGTIfiiED BY THE TWl rJ015T CORPORATION. EXPOSURE I, IN CONFORMANCE! WITH LIZ STANDARD ND. 23 OR 2". AND SLABS ALTERNATE MIWJFAGTURERS MAY BE USED T TO REVIEW AND 5M PLAN MOTES AND KNE55 FOR THIG, SP M= INS RATING, INS ADDITIONAL CO 0CM COVER MAY BE REWIRED FOR FIRE PROTECTION - APPROVAL BY THE ARC441TECT AND STRUCTURAL E�NGIN� ALL JOIST AND NAILING REQUi�. GLEE FLOOR 5HEATHHING TO ALL 5U'PbRTIN6 SEE PLAN NOTES A ERE APPROPRJATE. HHAWER5 AND OTHER HARDWARE NOT 5HHOYW SHALL BE DESIGNED AND M WITH ADHESIVE CONFORMING TO APA SPECIFICATION AF6 -01. NOK 5HRINC GROUT SHALL BE FURNISHED BY AN MANUFACTURER SUPPLIED BY THE MANUFACTURER. ROOF AND FLOOR 5HEATHIN6 SMALL BE LAID UP KITH 6RAIN AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE KITH THE PBEFABRIGATED Cd2w, TOR PLATE Y�1000 ROOF ICU ,•; T � SHALL BE - P L.AR TO `��• PROVIDE APPROVED PANEL EDGE CUPS AN MUJFACTURER'S INSTRUCTIONS. 6ROU T STRI5 6TH SHALL BE AT LEAST DES16NED BY THE MANUFACTURER IN AC.C.ORDANC.E WITH THE VESa CENTERED BETIMM RAFTERS OR TRUSSES AT ROOF 5HEATHIN6 tWAL TO THE MATERIAL ON A HIGH iT 15 PLACED (4,000 PSI MINK". SPECIFICATION FOR METAL PLATE rONEGTED WOOD TRUSSES, 7PI45' ED6E5• ALL FLOOR SHEATHIN6 5HALL HAVE TONGUE BY THE TRW PLATE INSTITUTE FOR THE SPANS AND CONDITION5 5HOHN AND 6ROOVE JOINTS OR SHALL 3E ITH W SOLID BLOCKING. AWAMME TO COWJ�EM M KA50W ON THE DRAWIN65. ALLOW Ib' SPACING AT ALL PANE, ED PE5 AND ENDS OF FLOOR AND ROOF SHEATHHING. CAST- -I GI j ANCHORS SMALL BE HAVE A q0 DEGREE HOOK WITH AN OR �,N,�. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, WALL E"146 WALL BE 2x4 H F STUD GRADE SIW5 AT 16 AT INSIDE !RADIUS OF 3db PLUS AN EXTEND M OF 15db AT i HE FREE VALLEYS, E END. ETC, AS S H/Y�N ON THE DRAWINGS. EXACT GOMP�O.�TION OF INTERIOR WALLS AND 2xb H F STUD 6RADE STUDS AT Ib'oc AT EXTERIOR GIP IN SHALL 8E IN PLACE PRIOR TD bR+OUTiN16. PROVIDE i' GROUT MINIMEJM AROUND ALL BOLTS IN MIAuONRY. SPECIAL HIP, VALLEY AND INTERSECTION AREA, (I % OF 61 MAR TRUSSES, AAlL5r STUD WALLS SHALL HAVE DOUBLE 2x TOP PLATES AND 2x SOLE OR LACK TRUSSES, STEP -DOWN TRLWE5, ETC) 5MAL.L BE DETERMINED BY THB SILL PLATES MUITGHING 5THD SIZE, SPECIES AND GRADE. ALL LOVER A= ,GIP ANCHORS IN CONCRETE MAY BE PLACED YWILE THE CONCRETE 15 IN A MANUFAGFR. T PROVIDE ALL TRLW- TO- TRl1,�5 AND TRUSS -T0 -0EAM � PLATES 5HALL BE ATTAC.HE'D TO W00D FRAMING BELOW WITH Ibd NAILS PLASTIC STATE AHEN: I) THE AWAORS ARE NOT DETAILED OR SPECIFIED C #CCTiON DETAILS AND 1 CONN�ECTiON MATERIALS. PROVIDE AT 12'oc 5TA66�. WOOD SILL PLATES SMALL BE BOLTED TO AS HOOKED AROUND OR TIED TO REINFORCEMENT WITHIN THE CQNGREM; DETAILS FOR ALL AND TRUSS BRACING AND BRIP&NG• WITH 36' DIAMETER ANCHOR BOLTS (EMBED 1' MIN) AT W WITH 10x% 2) THE ANCHORS ARE MAINTAINED IN THE GO MELT P0517IONi NHILE THE THICK PLATE WASHERS. THERE L BE A MINIMUM OF (2) BOLTS PER PIECE CONCRETE REMAINS °LASTIG; THE CONCRETE 15 PROPERLY BOX NAILS AND WITH (1) B iW OLT LOCATED NOT MORE TH 12' OR LESS THAN (1) BOLT GON50LIDATEO TEEL• NAILS AND SPIKES SHALL CONFORM TO THE NOMINAL SIZES ; DIN"ETERS FROM EACH END OF EACH PIECE THE 141075.11 SPECIFIED IN A51M F1661. ALL NAILS SPEECIFIED ON THESE DRAWIN66, EITHER EXP ION nT INTO CONCRETE SHALL BE %AK BOLT II', AND DRIVEN WITH A � OR PNE��IATIG DEVICE, 5HAL.L BE � NyRE NAILS 7W STUDS (HNIMU4 SHALL BE PROVIDED AT THE ENDS OF WALLS, AT THREADED EXPANSION INSERTS INTO CONCRETE 5HALL BE 5LEEVE MIC.NORS, (WITH THE SHHOYW IN THE FOLLOWING TABLE: EACH SIDE OF ALL OPL�IINlGS, AND AT THE ENDS OF ALL BEMIS AND A5 MANUFACTURED BY MILTI CORPORATION. INSTALL IN STRICT A 10 RDMNGE WITH IG80 REPORT NO. 4627, INGLDiN6 MINIMUM • A €P0XY- 6ROlAW A (THREADED ROD OR REINFORGIN6 BAS SHALL BE 6ROUTED WITH gSET H16H STRENGTH EPDXY' BY SIM PSONN STRONG-TIE. INSTALL IN STRICT AC44WAN CE WITH ICBO REPORT ER 5219. HOLES FOR EPDXY ANCHORS SHALL BE THOR0IMftY GLEANED WITH A NYLON M& AND PRE55MZED AIR OR MATER C.O IN STRICT AC WANGE WITH ER 527q. R t i c ZT 1� �C s 5HET INDEX so 6ENER& NOTES 9.2 5C+EnU 51.2 MAIN FLOOR 5}EAR NW,L pL,41 f 1012W c p or- iip"tA L3 Wpm FLOOR S LL AR MU PLAN I Lq V_ DEC � 17 2W 0 p COMER 1EE f d � � X11 8T TITLE 6ENERAL STRUGTRAL NOTES oa-iZi VEG MOJECT N0: �Wk TJT KN MOM Oq -24-04 18811E 0� M SMELT AEI: SLI . ten' -rE�r ea lod Isd 116d go a d M' D�E'T9� bNGME5) � 0.119 0.148 0.148 0.162 0.192 4EN6TH ONG1E5) �i 3 31k �4 4 '�'-'r ► • -� �I • I : I II •- ► PO STS 5HALL BE PROVIDED THROWN ALL FLOORS TO SLIPIPORTINS (PaWATIOW BELOK M 2x& WADERS SHALL BE PROVIDED OVER ALL • L TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATIN6. �1{t • r •.. �R►4 iF ,..:...1a y w _ .. _ . w . �.. .r. - . rp• • . ,.. �rw - -•. .. MIN. COMPRESSIVE MAX MINIMUM CEMENT ONC TYPE OF CRETTE: STRENGTH, f'c AT MAXIMUM JVC GONTEw PER CONSTRUCTION 26 DAYS SLUMP RATIO CUBIC YARD FOOTINGS 3000 PSI 9 INCHES OW 5AGK5 SLABS ON GRADE 8000 PSI 3 IW40 0.68 % S�AGKS FOI�LDATION WALLS �� ♦ I � - a ►.�' J . ,11 I /►. `r =. II �IIV ►�1 : (.�/ - I " I I �I I I / .�/ .L / J � ►"' r► I I J�L , � �� � / i'�► r � . Y r �'�I r !'�► n► r •.► I •► I �,+ • I I► I i ■ •.�• .� � e. I I '1 � / ► r .► .. .tIl al► I . I\ \ I\ \ \ 1, / ... r �• / I / J r I M.- I / �// I r - _ - I IL w �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r A5 MANUFACTURED BY MILTI CORPORATION. INSTALL IN STRICT A 10 RDMNGE WITH IG80 REPORT NO. 4627, INGLDiN6 MINIMUM • A €P0XY- 6ROlAW A (THREADED ROD OR REINFORGIN6 BAS SHALL BE 6ROUTED WITH gSET H16H STRENGTH EPDXY' BY SIM PSONN STRONG-TIE. INSTALL IN STRICT AC44WAN CE WITH ICBO REPORT ER 5219. HOLES FOR EPDXY ANCHORS SHALL BE THOR0IMftY GLEANED WITH A NYLON M& AND PRE55MZED AIR OR MATER C.O IN STRICT AC WANGE WITH ER 527q. R t i c ZT 1� �C s 5HET INDEX so 6ENER& NOTES 9.2 5C+EnU 51.2 MAIN FLOOR 5}EAR NW,L pL,41 f 1012W c p or- iip"tA L3 Wpm FLOOR S LL AR MU PLAN I Lq V_ DEC � 17 2W 0 p COMER 1EE f d � � X11 8T TITLE 6ENERAL STRUGTRAL NOTES oa-iZi VEG MOJECT N0: �Wk TJT KN MOM Oq -24-04 18811E 0� M SMELT AEI: SLI . ten' -rE�r ea lod Isd 116d go a d M' D�E'T9� bNGME5) � 0.119 0.148 0.148 0.162 0.192 4EN6TH ONG1E5) �i 3 31k �4 4 '�'-'r ► • -� �I • I : I II •- ► PO STS 5HALL BE PROVIDED THROWN ALL FLOORS TO SLIPIPORTINS (PaWATIOW BELOK M 2x& WADERS SHALL BE PROVIDED OVER ALL • L TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATIN6. �1{t • r •.. �R►4 iF ,..:...1a y w _ .. _ . w . �.. .r. - . rp• • . ,.. �rw - -•. .. MIN. COMPRESSIVE MAX MINIMUM CEMENT ONC TYPE OF CRETTE: STRENGTH, f'c AT MAXIMUM JVC GONTEw PER CONSTRUCTION 26 DAYS SLUMP RATIO CUBIC YARD FOOTINGS 3000 PSI 9 INCHES OW 5AGK5 SLABS ON GRADE 8000 PSI 3 IW40 0.68 % S�AGKS FOI�LDATION WALLS �� ♦ I � - a ►.�' J . ,11 I /►. `r =. II �IIV ►�1 : (.�/ - I " I I �I I I / .�/ .L / J � ►"' r► I I J�L , � �� � / i'�► r � . Y r �'�I r !'�► n► r •.► I •► I �,+ • I I► I i ■ •.�• .� � e. I I '1 � / ► r .► .. .tIl al► I . I\ \ I\ \ \ 1, / ... r �• / I / J r I M.- I / �// I r - _ - I IL w �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r I Lq V_ DEC � 17 2W 0 p COMER 1EE f d � � X11 8T TITLE 6ENERAL STRUGTRAL NOTES oa-iZi VEG MOJECT N0: �Wk TJT KN MOM Oq -24-04 18811E 0� M SMELT AEI: SLI . ten' -rE�r ea lod Isd 116d go a d M' D�E'T9� bNGME5) � 0.119 0.148 0.148 0.162 0.192 4EN6TH ONG1E5) �i 3 31k �4 4 '�'-'r ► • -� �I • I : I II •- ► PO STS 5HALL BE PROVIDED THROWN ALL FLOORS TO SLIPIPORTINS (PaWATIOW BELOK M 2x& WADERS SHALL BE PROVIDED OVER ALL • L TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATIN6. �1{t • r •.. �R►4 iF ,..:...1a y w _ .. _ . w . �.. .r. - . rp• • . ,.. �rw - -•. .. MIN. COMPRESSIVE MAX MINIMUM CEMENT ONC TYPE OF CRETTE: STRENGTH, f'c AT MAXIMUM JVC GONTEw PER CONSTRUCTION 26 DAYS SLUMP RATIO CUBIC YARD FOOTINGS 3000 PSI 9 INCHES OW 5AGK5 SLABS ON GRADE 8000 PSI 3 IW40 0.68 % S�AGKS FOI�LDATION WALLS �� ♦ I � - a ►.�' J . ,11 I /►. `r =. II �IIV ►�1 : (.�/ - I " I I �I I I / .�/ .L / J � ►"' r► I I J�L , � �� � / i'�► r � . Y r �'�I r !'�► n► r •.► I •► I �,+ • I I► I i ■ •.�• .� � e. I I '1 � / ► r .► .. .tIl al► I . I\ \ I\ \ \ 1, / ... r �• / I / J r I M.- I / �// I r - _ - I IL w �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r 8T TITLE 6ENERAL STRUGTRAL NOTES oa-iZi VEG MOJECT N0: �Wk TJT KN MOM Oq -24-04 18811E 0� M SMELT AEI: SLI . ten' -rE�r ea lod Isd 116d go a d M' D�E'T9� bNGME5) � 0.119 0.148 0.148 0.162 0.192 4EN6TH ONG1E5) �i 3 31k �4 4 '�'-'r ► • -� �I • I : I II •- ► PO STS 5HALL BE PROVIDED THROWN ALL FLOORS TO SLIPIPORTINS (PaWATIOW BELOK M 2x& WADERS SHALL BE PROVIDED OVER ALL • L TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATIN6. �1{t • r •.. �R►4 iF ,..:...1a y w _ .. _ . w . �.. .r. - . rp• • . ,.. �rw - -•. .. MIN. COMPRESSIVE MAX MINIMUM CEMENT ONC TYPE OF CRETTE: STRENGTH, f'c AT MAXIMUM JVC GONTEw PER CONSTRUCTION 26 DAYS SLUMP RATIO CUBIC YARD FOOTINGS 3000 PSI 9 INCHES OW 5AGK5 SLABS ON GRADE 8000 PSI 3 IW40 0.68 % S�AGKS FOI�LDATION WALLS �� ♦ I � - a ►.�' J . ,11 I /►. `r =. II �IIV ►�1 : (.�/ - I " I I �I I I / .�/ .L / J � ►"' r► I I J�L , � �� � / i'�► r � . Y r �'�I r !'�► n► r •.► I •► I �,+ • I I► I i ■ •.�• .� � e. I I '1 � / ► r .► .. .tIl al► I . I\ \ I\ \ \ 1, / ... r �• / I / J r I M.- I / �// I r - _ - I IL w �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r '�'-'r ► • -� �I • I : I II •- ► PO STS 5HALL BE PROVIDED THROWN ALL FLOORS TO SLIPIPORTINS (PaWATIOW BELOK M 2x& WADERS SHALL BE PROVIDED OVER ALL • L TABULATED DIAMETERS APPLY TO NAILS PRIOR TO ANY PROTECTIVE COATIN6. �1{t • r •.. �R►4 iF ,..:...1a y w _ .. _ . w . �.. .r. - . rp• • . ,.. �rw - -•. .. MIN. COMPRESSIVE MAX MINIMUM CEMENT ONC TYPE OF CRETTE: STRENGTH, f'c AT MAXIMUM JVC GONTEw PER CONSTRUCTION 26 DAYS SLUMP RATIO CUBIC YARD FOOTINGS 3000 PSI 9 INCHES OW 5AGK5 SLABS ON GRADE 8000 PSI 3 IW40 0.68 % S�AGKS FOI�LDATION WALLS �� ♦ I � - a ►.�' J . ,11 I /►. `r =. II �IIV ►�1 : (.�/ - I " I I �I I I / .�/ .L / J � ►"' r► I I J�L , � �� � / i'�► r � . Y r �'�I r !'�► n► r •.► I •► I �,+ • I I► I i ■ •.�• .� � e. I I '1 � / ► r .► .. .tIl al► I . I\ \ I\ \ \ 1, / ... r �• / I / J r I M.- I / �// I r - _ - I IL w �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r _T �aoveoo �ao�aoo 8�0��00 . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r . .. .. . .. .. .. - . � Y• ,,.a. ..•. ...... . ..�► -... .... i•� ..► .. ✓ . •. ►• � -r .rrr. Af .�i �J' -I" A-. ty, ;r.� :► � r 1 t'A�`i'y"q _ ��!' {� v..+M f � �' r i i M ...�' - ..1,... •./ •'.. . ...w~ .wqa•. . s• ... A.W. • sue, . w_r� .�►'.... , r.>. ., r r... r. • -.w ..rr . +tir- ..M►rr . -r.•h .... , t . . -. .• « - D 1 APHRAV SCHEDULE 1,2 MARK BEAM DRAG TRUSS - DESIGN FOR DRA6 LOAD PER PLAN GON�EGTION j ALLOWABLE 5HEAR 1 SUPPORTED FIELD D 1 APHRAV SCHEDULE 1,2 MARK BEAM DRAG TRUSS - DESIGN FOR DRA6 LOAD PER PLAN GON�EGTION NAILIN6 REQUI S YV COMMON NAILS ALLOWABLE 5HEAR DIAPHRAGM SUPPORTED FIELD HEM -FIR VOU6 -FIR (2) 2x MIN. ST6256 TO RIM 2066# MARK PANEL TYPE CKM BOUNDARIES PANEL. E06ES NAILIN6 FRAMING FRAMII146 DI APA APPROVED COX PLYWOOD, INDEX 24/0 NO 8d • 6' 8d • bloc 8d • 12'oc 148 PLF 00 P'LF ® ' APA APPROVED COX PLC, INDEX 24 /0 YES 8d • 6 ,dd o 6'" 8d • 12'a 21 �7 PLF 210 PLF M 13150 V APA APB GDX PLC, INDEX 24/0 YES 6d o 4'oc Ad • 4'" 8d o 12'oc 5 �- F .060 PLF (2) 2x MIN. i' T46 APA APPRVVW COX Y I PL YrOOD, INDEX 40!20 NO 10d o Woo 10d 0 6'oc ' IOd o 12 a 116 PLF 1110 PLF ® %' T46 APA APPRWED GDX P L I INDEX 40/20 YES 1Od • 6'a !Od • 6'oc I ' Od • 12 oc 262 PLF 320 PLF 8 V T46 APA APPROVED COX PLYYVOOD, INDEX 40/20 YES IOd • 4 oc IOd o 4 a IOd o 12W Be PLF 425 P11.F E POST 50HEVULE r . . D - � 18230 !. APA RATED ORIENTED STRAND BOARD SFEATHIN6 MAY BE 5UBSTITUTED FOR G (3) 2x MIN. HDIOA DX PLYWOW WITH NO REDUCTION 20/5L3.1 IN STI TH. (011100 20/'51.3.1 . ® � I PLYWOOD SHALL 8E LAID UP NIITH FACE &RAIN PERPENDICULAR TO FRAMIN 19 MEMBERS BELOW AND END JOINTS (4) 2x MIN. HDI4A SHALL BE STA66ERED. r ,{ POST 2x4 WS2 ® (3) 2x4 HF#2 ^ ® (4) 2x4 HF12 -- a MARK BEAM DRAG TRUSS - DESIGN FOR DRA6 LOAD PER PLAN GON�EGTION . - • 3, 5 HORIZONTAL VE•RTIGAL PANEL. TYPE PANEL EDGE BLOCKING AT 110IBER AT 2x SOLE PLATE MARK AND FRAMING SPECIES NAILING PANEL JOINTS N& PALLS NAILING REGUIREMENT5 MARK HOLDOYW CONNECTION CAPACITY DETAILS �7 (2) 2x MIN. ST6256 TO RIM 2066# ._ C� (2) 2x MIN. MST48 TO BEAM 21311 '1/5L3.1 C (2) 2x MIN. MST60 4042# 115L3r1 ® (2) 2x MIN. LSTHDB / LSTH08RJ 18250 20W.1 3X (2) 2x MIN. t 5TH014 / STH014RJ 38000 20/SL3.1 ® (2) 2x MIN. HPAH022 M 13150 Cpl (2) 2x MIN. H02A 22160 20/51.3.1 3 X (2) 2x MIN. H05A -30310 20150.1 D (2) % MIN • A35 CLIPS • 6 oc 810 PLF NOTES: 1. V or %' APA RATED SI•EATHIN6 MAY BE SUBSTITUTED FOR 15132' PLYWOOD WITH NO REDUCTION IN STRENGTH. r . . D - � 18230 !. APA RATED ORIENTED STRAND BOARD SFEATHIN6 MAY BE 5UBSTITUTED FOR G (3) 2x MIN. HDIOA DX PLYWOW WITH NO REDUCTION 20/5L3.1 IN STI TH. (011100 20/'51.3.1 . ® � I PLYWOOD SHALL 8E LAID UP NIITH FACE &RAIN PERPENDICULAR TO FRAMIN 19 MEMBERS BELOW AND END JOINTS (4) 2x MIN. HDI4A SHALL BE STA66ERED. r ,{ POST 2x4 WS2 ® (3) 2x4 HF#2 ^ ® (4) 2x4 HF12 -- a ® MARK BEAM DRAG TRUSS - DESIGN FOR DRA6 LOAD PER PLAN Y . - • 3, 5 HORIZONTAL VE•RTIGAL PANEL. TYPE PANEL EDGE BLOCKING AT 110IBER AT 2x SOLE PLATE MARK AND FRAMING SPECIES NAILING PANEL JOINTS N& PALLS NAILING REGUIREMENT5 . 1 DOUBLE JOIST - 'PROVIDE DIAPHRAGM BOUNDARY NAILING TO FLUOR OR ROOF 5NEATHING , "- f A35 CLIP SPAGIN6 MqM ALLOKABLE A ® (4) 2x6 If02 © BEAM BY OTHERS ,.- �I 5�b x 15 6LUL.AM 24F -V ® ( 2x6 HF02 _'- ♦- r_ Y . - • 3, 5 HORIZONTAL VE•RTIGAL PANEL. TYPE PANEL EDGE BLOCKING AT 110IBER AT 2x SOLE PLATE MARK AND FRAMING SPECIES NAILING PANEL JOINTS N& PALLS NAILING REGUIREMENT5 24 HF02 M f A35 CLIP SPAGIN6 MqM ALLOKABLE A ® (4) 2x6 If02 V1 SIZE 4 SPAGIN6 r i 15/32' GDX PLYWOOD 8d ®6' �c x . MV HEM - FIR FRAMING I bd ®6 oc 2x ® (3) 2x6 DF02 I 15032' GDX PLYWOOD Od ®4'oc 2x 2x M W HEM -FIR FRAMING I bd ®4 oc (041 (4) 2x6 DF02 CLIPS • 12'oc 350 PLF !tQ 15/32' GDX PLYWOOD • 3,a 3x W/ HEM -FIR FRAMIN6 3 x 16d ®3 oc 2x OR A35 CLIPS o l0'o� 451 PLF I. H LTIPLE 2x4 STUD P05T'5 SHALL BE LAMINATED NTH IUd o q'a, 5T O 2. MULTIPLE 2xb STUD POSTS SHALL BE LAMINATED NTH, (2) 10d a q'oc, I 5HEAR WALL 50HEOULE ' DEC . - • 3, 5 HORIZONTAL VE•RTIGAL PANEL. TYPE PANEL EDGE BLOCKING AT 110IBER AT 2x SOLE PLATE MARK AND FRAMING SPECIES NAILING PANEL JOINTS N& PALLS NAILING REGUIREMENT5 FOUNDATIOIN SILL PLATE; MIN. f A35 CLIP SPAGIN6 MqM ALLOKABLE V1 SIZE 4 SPAGIN6 INDICATED IN DETAILS 5HEAR i 15/32' GDX PLYWOOD 8d ®6' �c x . MV HEM - FIR FRAMING I bd ®6 oc 2x I m • 48 oc 1 A35 CLIPS • I6 oc 230 PLF I 15032' GDX PLYWOOD Od ®4'oc 2x 2x M W HEM -FIR FRAMING I bd ®4 oc 2x 'm ®36'00 CLIPS • 12'oc 350 PLF !tQ 15/32' GDX PLYWOOD • 3,a 3x W/ HEM -FIR FRAMIN6 3 x 16d ®3 oc 2x OR A35 CLIPS o l0'o� 451 PLF O 3X �bm•36a 1,415 /32 GDX PLYMVOOD 8,d • 2•a ,3x .3x 2 W/ HEM -FIR FRAMINkS () bd • 6 a 2x -�— OR '� %'m • 12' A35 CLIPS • 8 o0 5q8 PLF x 3 z s �bm•24a 4 15/32 M 5TIW I PLYWOOD 10d • 2 HEM -FIR 3x 3x (2) Ibd e 5 oc W FRAMING 3 X m • 24 gb oc l A35 CLIPS • 6 x 113 PLF ® 415x32' STRUG I PLYMrOOD IOd • 2'oc MV/ DOUG -FIR FRAM( 3x 3x (2) Ibd • 4'oc NG e x � m • 18 oc • A35 CLIPS • 6 oc 810 PLF NOTES: 1. V or %' APA RATED SI•EATHIN6 MAY BE SUBSTITUTED FOR 15132' PLYWOOD WITH NO REDUCTION IN STRENGTH. 2. FIELD NAIL AT 12'oc MAXIMUM. ANCHOR BOLTS SHALL BE EMBEDDED 1' MIN. INTO GONE W/ 2x2x% THICK PLATE WASHERS. THERE SHALL BE A MINIMUM OF (2) BOLTS PER PIEGE WITH (1) BOLT LOCATED NOT MORE THAN 12' OR LESS THAN (1) BOLT DIAMETERS FROM EACH END OF EACH PIECE. O O SERE PANEL EDGE NAILIN6 15 3'oc OR LE55, NAILS SHALL 9E STA66ERED AT ABUTTING PANEL. ED6E5. 4. PROVIDE DOUBLE 2x FRAMING MEMBER BELOW SHEAR WALL, (MINIMUM) U.N.O., FAGS NAIL Yv (2) 16d • 12 5. PROVIDE (2) ROYG PANEL ED6E NAILIN6 TO OUTER LAMINATI05 OF BUILT -UP POST AT SHEAR WALL ENDS. ANCHOR BOLTS ARE OM16I'ED FOR A LOAD CAPACITY OF 50% OF THE ALLOWABLE CAPACITY PER UBG TABLE 23- 11 -1 -1 FOOTNOTE 03. O y O O s ( tR P .. ;24 46-N • z O m w w 2x6 5T05 LLI 1 y , . _ e 5T O 2. MULTIPLE 2xb STUD POSTS SHALL BE LAMINATED NTH, (2) 10d a q'oc, I 5HEAR WALL 50HEOULE ' DEC . - • 3, 5 HORIZONTAL VE•RTIGAL PANEL. TYPE PANEL EDGE BLOCKING AT 110IBER AT 2x SOLE PLATE MARK AND FRAMING SPECIES NAILING PANEL JOINTS N& PALLS NAILING REGUIREMENT5 FOUNDATIOIN SILL PLATE; SILL PLATE ANCHOR BOLT f A35 CLIP SPAGIN6 MqM ALLOKABLE V1 SIZE 4 SPAGIN6 INDICATED IN DETAILS 5HEAR i 15/32' GDX PLYWOOD 8d ®6' �c x . MV HEM - FIR FRAMING I bd ®6 oc 2x I m • 48 oc 1 A35 CLIPS • I6 oc 230 PLF I 15032' GDX PLYWOOD Od ®4'oc 2x 2x M W HEM -FIR FRAMING I bd ®4 oc 2x 'm ®36'00 CLIPS • 12'oc 350 PLF !tQ 15/32' GDX PLYWOOD • 3,a 3x W/ HEM -FIR FRAMIN6 3 x 16d ®3 oc 2x OR ' %so • 16' A35 CLIPS o l0'o� 451 PLF O 3X �bm•36a 1,415 /32 GDX PLYMVOOD 8,d • 2•a ,3x .3x 2 W/ HEM -FIR FRAMINkS () bd • 6 a 2x -�— OR '� %'m • 12' A35 CLIPS • 8 o0 5q8 PLF x 3 z s �bm•24a 4 15/32 M 5TIW I PLYWOOD 10d • 2 HEM -FIR 3x 3x (2) Ibd e 5 oc W FRAMING 3 X m • 24 gb oc l A35 CLIPS • 6 x 113 PLF ® 415x32' STRUG I PLYMrOOD IOd • 2'oc MV/ DOUG -FIR FRAM( 3x 3x (2) Ibd • 4'oc NG e x � m • 18 oc • A35 CLIPS • 6 oc 810 PLF NOTES: 1. V or %' APA RATED SI•EATHIN6 MAY BE SUBSTITUTED FOR 15132' PLYWOOD WITH NO REDUCTION IN STRENGTH. 2. FIELD NAIL AT 12'oc MAXIMUM. ANCHOR BOLTS SHALL BE EMBEDDED 1' MIN. INTO GONE W/ 2x2x% THICK PLATE WASHERS. THERE SHALL BE A MINIMUM OF (2) BOLTS PER PIEGE WITH (1) BOLT LOCATED NOT MORE THAN 12' OR LESS THAN (1) BOLT DIAMETERS FROM EACH END OF EACH PIECE. S. SERE PANEL EDGE NAILIN6 15 3'oc OR LE55, NAILS SHALL 9E STA66ERED AT ABUTTING PANEL. ED6E5. 4. PROVIDE DOUBLE 2x FRAMING MEMBER BELOW SHEAR WALL, (MINIMUM) U.N.O., FAGS NAIL Yv (2) 16d • 12 5. PROVIDE (2) ROYG PANEL ED6E NAILIN6 TO OUTER LAMINATI05 OF BUILT -UP POST AT SHEAR WALL ENDS. ANCHOR BOLTS ARE OM16I'ED FOR A LOAD CAPACITY OF 50% OF THE ALLOWABLE CAPACITY PER UBG TABLE 23- 11 -1 -1 FOOTNOTE 03. � zr? r Oi k "w Vi s s E R (ENGINEERING 34% SOUTH 344th KAY SUI'T'E 230 FEDERAL WAY, ►OVA. 88001 VOICE: (253) 810 FAX: f 2 835 -0813 W 3 o alt 0 • . �� 1 STS t: s Oct. 25a�7 i ivAm 5CHEPULE5 04-12 VEC PNMCT No.: W5YV i wa TJT IE MDV "cuv. Oq -24-04 Iil1� ors TE: i rr 5L i • P • - ., - .. 4. .. a • �r r . • .. .. "! ._ .. _.-. ... . 'e. � .�-. -� .. . �.. ... �. _,._�..,.- _, .., w..t. ►Yw•a •'+'•l- „- ar ► +I►'M._. • A • .... d �y .r. ir•J, �+. "�}'1! te rj•1..I� yr�' 4'M• i��•A: - .f "Y.iw�✓'•'. �p y,�� Idj” 4A '•Y .: 1 r r....., 1:1' *� S:lt ;.1.F'tiD'.. . 1♦ .!'. . -,. .r ,• r . ... r, i. e a .n.,.K..- w4..:� �, r . ...ti .... ... ti.+ .. . •... .ifi���wln. Y. r�.wYraW+r• Wi.�+i..ti T.12`(f ,. _.. ., ► .; y .r•..�. i ~.!f A r v ~ 4 a co d��� 16 6 E,,,,, 3-V W-2 A CITY W A ruopwi 20W.1 O (3) ac MIN. FBA 6111# 20/5L3.1 ' DEC MEW . s V1 a O c- !tQ O a x i ivAm 5CHEPULE5 04-12 VEC PNMCT No.: W5YV i wa TJT IE MDV "cuv. Oq -24-04 Iil1� ors TE: i rr 5L i • P • - ., - .. 4. .. a • �r r . • .. .. "! ._ .. _.-. ... . 'e. � .�-. -� .. . �.. ... �. _,._�..,.- _, .., w..t. ►Yw•a •'+'•l- „- ar ► +I►'M._. • A • .... d �y .r. ir•J, �+. "�}'1! te rj•1..I� yr�' 4'M• i��•A: - .f "Y.iw�✓'•'. �p y,�� Idj” 4A '•Y .: 1 r r....., 1:1' *� S:lt ;.1.F'tiD'.. . 1♦ .!'. . -,. .r ,• r . ... r, i. e a .n.,.K..- w4..:� �, r . ...ti .... ... ti.+ .. . •... .ifi���wln. Y. r�.wYraW+r• Wi.�+i..ti T.12`(f ,. _.. ., ► .; y .r•..�. i ~.!f A r v ~ 4 a co d��� 16 6 E,,,,, 3-V W-2 A CITY W A ruopwi 20W.1 O (3) ac MIN. FBA 6111# 20/5L3.1 i cli , + 1 • r w —.1 • � .: ______ . 15/51.3.1 4/50.1 in "Id..J I 1 w V It Lx4'-4' LATERAL PLAN NOTE5: VISSER I. REFER TO ARCHITECTS DRAWINGS FOR ALL DIMENSIONS NOT SHOIMI. N a H s e R N a THE DIMENSIONS 5HOAN ARE PER THE ARCHITECTS MMIN66 AND 0 M)5T BE VERIFIED BY THE CONTRACTOR PRIOR TO GON5TR14TION. 3455 50UTH 344 ' WAY 2. DES16N SHOWN 15 FOR RESISTANCE OF WIND AND SEISMIC LOAD5 SUITE 230 ONLY. OB16N OF BEAMS AND FOUNDATIONS ARE BY OTHERS. IT WAY, KA. g6001 15 THE ARCHITECTS AND CONTRACTORS RESPON51BILtTY TO VOICE: (253) X610 COORDINATE DMI&N AND CONSTRUCTION DETAILS WITH THE FAX: (253) 635-0613 REQUIRD TENTS 5HOM IN THESE DRAWINGS. R I mp 3om I 3• ALL DESIGNATED SHEAR WALLS SHALL MEET THE REQUIREMENTS SPECIFIED IN THE SHEAR WALL 50EDULE INCLUDING SILL PLATE WA S* IS ANCHOR SPAGIN6. ALL OTHER EXTERIOR VERTICAL WOOD FRAMED ° SURFACES SHALL BE SHEATHED WITH %' A.PA. APPROVED PLYWOOD AND NAILED YV bd • 6'oc AT PANEL ED6E5 (12 FIELD). SILL PLATE ANCHOR BOLT SPACING AND 501.E PLATE NAILIN6 SHALL MEET THE r MINIMUMS SPECIFIED IN THE GENERAL STRUCTURAL NOTES. �I ST 4. THE LATERAL FORGE RESISTING SYSTEM HAS NOT BEEN DESI6PED AL ' : FOR A FLOOR STRUCTURE WITH A 6YPGRETE OVERLAY ors Oct. 21, 2006 OR A ROOF SYSTEM SUPPORTING TILE ROOFING. THE TOTAL • DB16N FLOOR DEAD LOAD AND ROOF DEAD LOAD HAS BEEN ASSUMED TO BE 15 PSF. x 5 W• 1 14/51.3.1 5. THE ROOF DI SHALL BE %' INDEX 24/0 A.P.A. RATED ac a� SHEATHING. NAIL PER DI TYPE DI x 10/51.3.1 VV 8d CO1Hh" NAILS U.N.O. ' Kr 15W.I ------ - - - - -- ~ x �,. r•. a '1/51.3.1 L =3- ' _ _ _ 6. THE FLOOR DI 5HALL BE %m T46 INDEX A.P.A. _ 1. �'-8 •- 4 40/20 a- K ,• RATED SHEATHING. NAIL PER DIAPHRAGM SCHEDULE TYPE a ' - - - - - - -- - - - -- - - - -- ----------- V1/ IOd G044ON NAILS U.N.O. 4 �� SST [n4A 101SL3.1 f. ` 'T. REFER TO 6/513.1 FOR DOUBLE TOP PLATE SPLICES. ALL SPLICES , h i5/5L3.1 SHALL BE NA_ IM-E55 OTHERWISE NOTED. 5 SPLICES L _ ARE INDICATED ON THE PLAN WITH THEIR STRAP Gam. a • � ,.� _ _ -�- r _ . _ _ - - - - lea -b• I�151.3.I . , 4 . , � � . S. FM I` TO (/51.3.1 FOR TYPICAL GORIER KALL FRAMIN& ` 0 D D ; f q. HOLDOI06 ARE INDICATED IN THE POST SCHEDULE, HOLDOYWS r �(INGLUDIN6 STRAP') FROM POST TO POST ARE TO 8E INSTALLED o - ' PER 1/51.3.1. TO WOOD BEAMS OR BELOW ARE TO BE INSTALLED PER DETAILS 11/SL3.1. +HOB .0 CONCRETE RETE FOUNDATION SHALL BE INSTALLED PER 20/5L3.1. DRAG =1520 ` 1 I v ' LE&ENP:*, ` n REFERS TO HEN) IERIG DE516NATHONS' :" ft, x x REFERS TO ALPHABETICAL SCHMU [ --i .DE516NATIONS SE ` AM OR HEADER SEE BEAM SCHEDULE ON 51.2 UMN ; POST OR COL - SEE POST ON 51.2; n REFERS TO POST TYPE, x REFERS TO HOLD -DOYW O i 1 TYPE. x* REFERS TO TOTAL POST LOAD, FOR -�-„ !R INFORMATION ONLY. COLUMN , = 15/5L3.1 ® POST OR MN LOCATION - OGCURRIN6 .. -� Ili THE PLAN LEVEL %M. - - � ..� • ; � ,� MOOD SHEAR WALL IMMEDIATELY BELOW THE PLAN An LE t VEL 5H". n SPECIFIES THE SHEATHING MATERIAL v . ` =x'' AND NAILING PER THE SHEAR WALL 5 HEDULE ON 51.2. .- L REFERS TO THE LENGTH OF SHEAR WALL REQUIRED. i INDICATES EXTENT (AND 5100 OF SWEAR WALL s SHEATHING ABOVE. REFER TO SHEAR YWAL . SCHEDULE ON SHEET 512 FOR SILL PLATE PLATE MEM �~ ---- f ' THIGKNE56 AND ANCHOR BOLT SIZE AND SPACING Lx4'-64 9 REQUIREMENTS. an OF t* 10/50.1> ' DEC 1 � DIAPHRAGM TYPE - SEE DIAPHRAGM SCHEDULE 15/50.1 15/51.3.1 0� ON 51.2 FOR SPECIFIC NAILING REQUIREMENT'S. GEWO STRAPPED DRAG C*4NEGTION PER 13/50.1 X - s [env] DETAIL REFERENCE x, USING STRAP PER PLAN, RESISTING LOAD [ x J IN KIPS. -� I L ATERAL MA FLOOR PLAN ,._. PROVIDE FULL DEPTH 50LID BLOCKIN6 BETWEEN 8 11 �� .JOIST MEMBER OR SHEAR PANEL BY TRU55 MFG. V INDICATES SECTION GUT SEE REF ERFNGED DETAIL. a . REV1F:wrp gnp F- CODE COMPUANCE DEC 211004 city 6i 6l;ILDTh ) `'; C t0N oiEFi iSLs MAIN FLOOR LATERAL PLAN 04 -121 VEC PROJECT NO.: ORAWOk TJT +Y• ^` N.t� :. t. ►uNr:.�'�Y'��Ilrnwac.Arir -.�M�R -. �. ,. ... .... ... • . _•nr.+ ro ..+..� i•� � . � �. • .. •_- � .. - .. .- �. - .�- .. . .... +• ......•�.. -- -. —. -..�.— -. w ..+ ......�.. .... ... . .... • - .- . .. �. .. ., . ., - J .1... . - , .:r , , , ,i.:` . - . �r •:.r. '. i ..../r ...✓..�'/' ,'qt 4s aI'w�w..�i� "4 ^ M ' •_. to 0 �41 M MDV CMECUD : 04 -24-04 IM oATL SMT MIA t"- s E)L2 el r r m �f • 1 I V 5/ I\ •t UPPER FLOOR LAT ERAL PLAN • LATERAL PLAN NOTES: VISSER 1. REFER TO ARCHITECTS DRAWIN65 FOR ALL DIMENSIONS NOT SHOY*. IIE N a I N s e it I No • THE DIMENSIONS SHOAN ARE PER THE ARCHITECTS PRAAIN65 AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3455 SOUTH 344 WAY SUITE 230 2. DE5I6N SHOM 15 FOR M15TANGE OF WIND AND SEISMIC LOADS WAY, WA• 46001 ONLY. DB16N OF BEAMS AND FOUNDATIONS ARE BY OTHERS. IT VOICE: (253) 835 -0610 15 THE ARCHITECTS AND CONTRACTORS RESPONSIBILITY TO COORDINATE DESIGN AND CONSTRUCTION DETA WITH THE FAX: (253) 635 - 0613 REQUIRES 5HOM IN THESE DRAWI1465. wp 3 0 ?n 3• ALL DB16NATED SHEAR YrALLS SHALL MEET THE REQUIREMENTS SPECIFIED IN THE SHEAR YrALL SCHEMLE INGLUDIN6 SILL PLATE �� F xAS y� "''� ANCHOR SPACING. ALL OTHER EXTERIOR VERTICAL WOOD FRAMED *c�► SURFACES SHALL BE SHEATHED WITH V A.P.A. APPROVED PLYWOOD AND NAILED HU 8d s bloc AT PANEL ED6E5 (12 "0c FIELD). SILL PLATE . ANCHOR BOLT SPACING AND SOLE PLATE NAILING SHALL MEET THE MINIMUK5 SPECIFIED IN THE 6EHERAL 5TRUGTURAL NOTES. 4. THE LATERAL FORGE RE515TIN6 SYSTEM HAS NOT BEEN DE516NED NAL FOR A FLOOR STRUCTURE WITH A 6YPORETE OVERLAY EVKS Oct r, m OR A ROOF 5Y5TEM SUPPORTING TILE ROOFING. THE TOTAL DE516N FLOOR DEAD LOAD AND ROOF DEAD LOAD HAS BEEN A55UMED TO BE 15 PSF. •,, 5. THE ROOF DIAPHRA6M SHALL BE INDEX 24/0 A.P.A. RATED . r SHEATHING. NAIL PER DIAPHRA6M SCHEDULE TYPE DI • A/ 8d C "014 NAILS U.N.O. r 6. THE FLOOR DIAPHRA6M SHALL BEN' T46 INDEX 40/20 A.P.A. i RATED 5HEATHIN6. NAIL PER DIAPHRAGM SCHEDULE TYPE ® Q W/ 10d COMMON NAILS U.N.O. 1• REFER TO 6W.1 FOR DOUBLE TOP PLATE SPLICES. ALL SPLICES - SHALL BE FILED LWLE55 OTHERWISE NOTED. SPLICES ARE INDICATED ON THE PLAN WITH THEIR STRAP CALLOUTS. a 8. F41F E TO (/51.3.1 FOR TYPICAL CORNER WALL FRAMIN6. t ca 9. HOL00'Mr5 ARE INDICATED IN THE P05T ` (I14GLUDIN6 5TRAP5) FROM P05T TO P05T ARE TO BE INSTALLED ALLED o 'PER 1/51.3.1. HOLDOfflS TO WOOD BEAMS OR HEADERS BELOW t ARE TO BE INSTALLED PER DETAILS 11/51.3.1. HOLDO" TO CONCRETE FOUNDATION SHALL BE INSTALLED PER 20/'51.3.1. tit 1 LE&DO: Y K ,� �- n REFERS TO RhO ERIC SC+ EDULE DE516NATIONS : x REFERS TO ALPHABETICAL SCHEDULE OB1 6RATIONS , ' BEAM OR HEADER SEE BEAM SCHEDULE ON 51.2 3.1 - POST OR COLUMN SEE P05T WInU ON 51.2; n REFERS TO P05T TYPE, x REFERS TO HOLD -DOM - O TYPE. x* REFERS TO TOTAL P05T LOAD, FOR tR `n . 1 INFORMATION ONLY. d POST OR COLUMN LOCATION - OGCURRIN6 BOWL m THE PLAN LEVEL SHOM. WOOD SHEAR WALL IMMEDIATELY BELOW THE PLAN IR LEVEL %0*. .J v • m p n SPECIFIES THE SHEATHIN6 MATERIAL LsxW AND NA1 IN6 ,A L PER THE SHEAR WALL SCHEDULE ON 512 � � . � L REFERS TO THE LENGTH OF SHEAR WALL REQUIRED. , :._ ���.•�''� . QA�• INDICATES EXTENT (AND SIDE) OF SHEAR WALL 5 SHEATHING ABOVE. REFER TO SHEAR WALL R8O6o / ON SHEET 51.2 FOR SILL PLATE PLATE CRY o� rXWLA THICKNE55 AND ANCHOR BOLT SIZE AND SPACING C DEC REQUIREMENTS. DIAPHRA6H TYPE - SEE DI ® EFW CENTER - ON 512 FOR SPECIFIC NAILING REQUIREMENTS. . STRAPPED DRM CONNECTION PER 13150.1, r � -� X _ STW [LOAD] DETAIL REFERENCE x, U51% STRAP PER PLAN, RESI5TIN6 LOAD [ x ] IN KIPS. x PROVIDE HIL DEPTH 50LID BLOCKING BETYCEN .�, 0g J015T MEMBER OR SHEAR PANEL BY TRU55 MF6. O E � INDICATES SECTION GUT SEE REV LRENGED DETAIL. - a s 7 O � a SWET TITLE UPPER FLOOR LATERAL PLAN .+..- ..wr...• «. ..n.... -...,. '...w.rr..r..r+...- . . .w-w..�ar......�w•.ti.•+..rr•w.w ' '+a�.".lM•ia '.a4T 1../111'M�y1l�.O' alb# w' iY•/ t•..r/ft sea. .. +il .::.Y .w.YCI .► sr'.... Il..a .. Via .. '. • .., -� -.. -. �- -a ... . -.. - -..-,. . .. . - ... - ,.... - .. R. ..i- �. .. • t:r w ♦r. .- . .. .. _ .. -. ... - . � ...,r .. -„ ,�. ,., ... r . � -�,r� « +.- r.... wo.. .-. w�I... ... .rg7y .w.. '7�'r...., v►rw..f.. +..w. -. .. .-..1. «+..w•► .. r� _. ,,. ........ ... - .. .. �. ,fN � .�•��.W ._ - '. ^ �..,:'..k;. It ". •: ` �..i' r1iJt. .'4i "M�ii�Lali�i�.iG. rrf r A { 04-121 VEC PROJECT MO: 101501 DRAW TJT of «aEO: - MDV CNECM { Oq -24-04 IBM DATE: 9=T iN �R 15L2 92 •j • _ SPLICE 'PER PLAN HOEDOWN ABOVE 'PLATE PER PLAN ' ' SHEAR WALL SCHEDULE . A35 CLIPS PER 'LATE PER PLAN - v MERE SHEATHIN6 DOES . SHEAR WALL. SC EDULE STUD (HALL PER PLAN SPLICE TO •b'-0" MIN. 'TYVEEN SPLICES .. Y - � . � � NOT RIM � � STUD WALL PER OGGUR ®� BE POST PER DRAG J015T (WHERE SHEATHING 1 PLAN W/ (2) Rows PANEL DOES f SHEAR WALL wH•IERE � AS (SHEAR WALL AHERE r OF VERY. STUD, TYP. PLAN #NDiGATED) NAILED SPLICE NOT RIM INDICATED) ED6E NAILING PER , ALL SHEARK O AS SHOY" r= jype BW , NOTE #5 , 1 t Top Ch ord 5p ice T icol Post -to -most Holdown Boom yp to Wall Drop Connections door Joists Parallel - E MOO to �xterlor YVaII j Floor Joists Per . to Exterior -a-� 1 • • STRAP PER PLAN . , .,. -.• . . � � �. _ - • FILL DRAG TRUSS 5HEATHIN6 IOd ®3'0�, TO BI..00KIN6 .� ALL HOLES W/ NAILS A5 NOTED: PER PLAN PER PLAN '. : � STUD wA1 PER PLAN ,AL.ON6 LEN6TH OF STRAP MSTC STRAP: I6d 51� DIAPHRAGM STUD (HALL. PER PLAN (SHEAR WALL WHERE 5T AND MST STRAPS: Ibd CO BOUNDARY NAILING (5HEAR WALL. WHERE SOLE PLATE AND ;INDICATED) s I.S TA AND MSTA STRAPS: iOd COMMON PER PLAN INDICATED) NAILING PER SHEAR O PANEL EDGE NAILING • �RJLI. DEPTH BLOGHCIN6 P.T. SILL PLATE AND • !HALL BEAM PER PLAN !PANELS BY TRUSS A.B.S PER SHEAR PER SHEAR WALL. ; PANEL. EDGE NAILING GONT. x � SCHEDULE � Q .�UF'PL.IER. PANELS WALL. 2 RIM SCDU - . � � 'PER SHEAR WALL SHALL BE DE616PEED SHEATHIN6 DIAPHRAGM (3 TO 300 PLF PER PLAN BOUNDARY NAILING 's N mW SHEAR LOAD FROM T522 OR DSG4 FIN15H GRADE I PER PLAN PER PLAN V N TOP CHORD TO BOTTOM. . � , • P.T. SILL PLATE AND INSTALL PER BY OTHERS �, � � ' • AB.5 PER SHEAR (LATEST EDITION) SIMP�a0N CATALOG � • WALL SCHEDULE • � TRU56 x -1 ,101ST $Y : PER PLAN - .. FIN15H GRADE STUD WAIL 5TRAP PER PLAN O THERS p FOUNDATION t a.. PERMIAN . r - � � PILL ALL HOLES � NAILS AS NOTED: ��'� 5IMP50N A55 CLIP PER • l id► SHEAR WALL • FOUNDATION DRAG JOISTS PER PLAN - - ; SHEAR �- � � GSI b STRAP: (I I) IOd ®6'oc � �. rr "`� � � OTHERS . • � ' PER PLAN 6MSTI4 STRAPS: (44) j0d ® 31� R"' HERE SHEATHING BY OTHERS Z � 1 0330 TI m T - T GMS 2 STRAPS: (T1) IOd ®3 OG DOES NOT Z• �8 GOVT. 4 p � ° AT RAM A5 SHa% g� '� N PROVIDE AN EQUAL MA45M OF NAILS r Dra T � � = wail Drag Two TW � . • � , K = BLOCKING an Or T e TK TO TOP PLATE, NAILS SHALL BEw A� j F = FL �--- -- ADEQUATELY SPACED TO AVOID • �,"�01� �5� �. Joist to Joist Dr B = BEAM SPLITTING •t �cG � _ Drag Co nnect ion . , _13 .• �Typ ica l Footing at 510b on Grade T ical F a yp oot ing at Grow ace ..� p C2 d)I E _ � a •Y � . a SHEAR �- WALL PANEL EDGE ' STRAP PIAPHRA6M PER PLAN, NAILING, HOL•DOYVN BOUNDARY NAILIN6 NAIL TO OJM166ER DIAPHRAGM TYP. 'TYP. PER PLAN POST PER SCHEDULE PER PLAN W/bd•WI .BOUNDARY NAILING VI SS ER - W/ (2) ROWS PANEL. STUD WALL. PER PLAN DI » I'•8" MIN. 'PER PLAN THING � c c R N c EDGE NAILING PER ( 5HEAR WALL *M RE NOTE M5 BOUNDARY NAILING SHEATHING ' MAX. 24 FLAT OUTRIGGER I°ER PLAN , SHEAR WALL, ' PER PLAN -0" PLAN Zxb BLOCKING PER PLAN • Z4' TIE EACH 'R .y5 oc 3455 SOUTH 344' KAY '{ INTERIOR FACE SHEEATHIN6 j SUITE 230 it SHEAR WALL SHEAR WALL. WHERE 501.E PLATE AND PER PLAN � 2x4 �IN6 A21 CLIP VI FEDERAL WAY, WA. g8O01 �. PER PLAN, ' OCCURS, PER PLAN NAILIN6 PER SHEAR i BETWEEN TRUSSES PANEL E06E NAILING BOUNDARY NAILN6 VOICE: t45) 835 -0810 TYP• TYP. WALL SCHEDULE PER PLAN 2x BLOCKING W/ _HOLD" STRAP At I6d • b "oo I6d • b'oc. TO PER SHEAR WALL PER PLAN FAX: 0253) 8 813 ' 5HEATI~HIN6 12)ROV6 PANEL TOP CHORD OCHEVULE -- PER PLAN EDGE NAILIN6 PER TRUSS DEPTH BLOCKIN6 0 $HEAR WALL GABLE END TRIM (MAY BE DRILLED OR � TRU• IS -- -- -501.E PLATE AND . " "V'•NOTGHED FOR PER PLAN NAILING PER SHEAR PANEL. EDGE NAILIN6 PER PLAN VENTINS) ���� WA 2x LATERAL PER SHEAR WALL HOLDOWN +HOLDOYWI I -L••E BRAGIN6 PER PER PLAN TIE PER �'�• EDGE NAILING � CONT. DOUBLE TOP PER PLAN PANEL EDGE NAILING � PER SHEAR WALL MFG. PLATE PER PLAN - JOIST POST SCHEDULE A35 CLIPS STUD WALL PER PLAN PER SHEAR WALL. , - STUD HOLD" $ 08 MORE STUD} PER PLAN PER SHEAR WALL. (SHEAR WALL WERE SCHEDULE ��'�, 27 Te� BEAM INDICATED), EXTEND PER PLAN 5HEATHING TO STUD WALL PER PLAN PANEL EDGE NAILIN6 PER SHEAR WAIL - 'HANGER PER BEAM CONT. TOP UNDERSIDE OF ROOF I (5FEAR WALL. WHERE � s 2,. good a ONE ROW PER FRAMINS , PER FACE. NAIL 'TRW MF6 . PER PLAN PLATE PER PLAN INDICATED) • • ` oa ' SPACING OF ALL ROVE TO MEET THE REQUIREMENTS j; . ' . 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SCHEDULE (SHEAR WALL M ERE .YMAL SCHEDULE *ERE E r (SHEAR WALL ,. • i ) SHEAR • . 3 ac TO ALIGN MOL.DOWNS �SHEATHIN6 INDICATED) -.� � SHEATHING y - INDICATED NOTE 5 'PER PLAN -- DIAPHRAGM PER PLAN j • �FIOL.DOYW DIAPHRA&M STRAP TIE PER PER r JOIST BOUNDARY NAILING JOIST t BOUNDARY NAILING 1 ,STRAED _PP SPLICE POST STRAP PER PLAN PER PL +PER PLAN AN MR 1 € f 9 } w PILL PER PLAN ALL HOLES LL ALL � �� .. z ' I6d NAILS ' ' FI HOLM YV NAILS AS NOTED: (8) I bd ®4 "x Ibd ® 12 .. MI STRAP: I6d 51� PANEL.. EDGE NAILING T PANEL EDGE NAILIN6 JS t'ER 5HEAR WALL PER SHEAR WAL 5T ® 5T .5T AND MST STRAPS: Ibd God S�GHEDULE ELSE RE „ STUB WALL. LSTA AND MSTA STRAPS: 10d SCHEDULE , EA. SIDE OF SPLICE VERY BLOCKING - .: W r PER POST " s. SOLID SING PANEL EDGE NAILINS PANEL EDGE NAILING o 05 ABOVE ®4' -0'a NAIL TO $ PER SHEAR WALL , . GONTI.2x RIM PER SHEAR WALL- . - , . SHEATHING NU DIAPHRAGM \ sL— TOP CHORD " SCHEDULE 5PL-ICE BOTTOM CHORD I�IOLDOYW TO MATCH MAILS AT 4 x - CONT. DOUBLE TOP A35 CLIPS PER • TOP PLATE ' • ' C.ONT DOUBLE TOP STUD WALL PER PLAN (SHEAR WALL WHERE • INDICATED) HOLOM ScH ME WU)" WMAM RIM • EMEW. D" 66 KNI DM. vex W2A i HM 4' e• �' WM i HD OA 16 rr IZ • HDIOA g V 146 *5 MPM i 1S is b' Z4' .. PANEL. ED6E NAILING • PER SHEAR hALL . . NOTE L POST PER .. SCHEDULE HOLDOYW PER ' FIOLDr7rM! �I�.E n AVty ems. OWN mm. ve" WU)D* Rov e' wti.l b' P K.L • PANEL EDGE NAILING �- w"imm 1wr � HD" 1 1�' µ• �• HD{4A i we P o' 249 SHEATHING --- PLAN, INSTALL PER T HOLY SIZE AND — BOLT SIZE AND VETA L ` PER r .. �` OJANTITY ' PLAN G • �AUANTITY PER PER PER HOLOM W6. • • HOLDOM W6. REIN MF6. INSTALLATION fO HOLD" • • #fD HOLD" PER POST SC46XE PER POST SCHEDULE .HOIST � � �. �_ - _ � � 04 -121 4EC P1 JKT MO.: P PLAN THREADED ROD �� ROD o MAW - CO<oftlt FOUNDATION =' of TJT PER PLAN 8.�x. YVIA -�` ; ; . AB.S PER J "x3'x!�` �� YrA1.L. R �. A$.`5 PER SHEAR ` - � � MDv �. 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