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Home My WebLink AboutPermit D03-384 - CLAUSEN RESIDENCE - REMODEL BEDROOMSCLAUSEN RESIDENCE 4402 S 164 ST D03 -384 Z re w 6 UO U U. J W0 g LLQ _a I- w Z= F- O Z 2 j. U O- 0 H WW U - O .. Z w U =; OH z z Parcel No.: 5379800600 Permit Number: D03-384 i w Address: 4402 S 164 ST TUKW Issue Date: 01/22/2004 reg Suite No: Permit Expires On: 07/20/2004 U 00 to Tenant: CO H Name CLAUSEN RESIDENCE cn u. Address: 4402 S 164 ST, TUKWILA WA w 0 2 Owner: g5 Name: MICHAEL CLAUSEN Phone: u) D Address: 4402 S 164TH ST, TUKWILA WA z w r z Con tact Person: ? 0 Name: MICHAEL CLAUSEN Phone: 206 248 -1024 z I- Address: 4402 S 164 ST, TUKWILA WA g D Contractor: U � O — Name: BROOKS DESIGN & BUILD Phone: 01-- Address: 4050 W LK SAMMAMISH PY NE #107, REDMOND WA = w ill Contractor License No: BROOKD981J3 Expiration Date:04 /05/2004 �- v -. L DESCRIPTION OF WORK: iii Z REMODEL 2 EXISTING BEDROOMS; 1 EXISTING BEDROOM TO CREATE A MASTER BATH AND CLOSET, DECREASING --, _. PITCH ON BACK ROOF TO INCREASE HEAD HEIGHT. 0 z Value of Construction: $ $59,311.60 Fees Collected: $1,182.19 Type of Fire Protection: AFA Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Channelization / Striping: N Curb Cut I Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: N N DEVELOPMENT PERMIT Private: N D03 -384 Public: N Non - Profit: N Public: N Printed: 01 -22 -2004 doc: Devperm City of Tukwila Permit Center Authorized Signature: Print Name: /11: L a 4 C I OM Sax. D03 -384 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 / 7 I hereby certify that I have read and examined provisions of law and permit and know the same to be true and correct. All Y fY P p ordinances governing this work will be complied with, whether specified herein or not. Date: / - Tez- 2 0 2- 21" � 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: Date: I 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. Printed: 01 -22 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5379800600 Address: 4402 S 164 ST TUKW Suite No: Tenant: CLAUSEN RESIDENCE PERMIT CONDITIONS Permit Number: D03 -384 Status: ISSUED Applied Date: 12/15/2003 Issue Date: 01/22/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 8: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 9: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 10: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances doc: Conditions D03 -384 t /t6NY...KKM�.t.ecA.arw. Printed: 01 -22 -2004 ■• S 1 Z.' � ,. 1 ,AT- . h.dC. ': :`vk.•m51 0f 1 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. Signature: 'C'`' Date: I '2 2 -- 0 c / Print Name: A►a. . ( C 4 49ef— D03 -384 Printed: 01 -22 -2004 Tenant Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100. Tukwila, WA 98188 Site Address: LI 4 00_ S . bk.) Si- Name: 1\;,\,.o .e , c\ "1\ se E -Mail Address: L u 1 c,v. ,, 6 Company Name: 1 S Mailing Address: Contact Person: - T IS o,, ( J oI(s E -Mail Address: Company Name: Contact Person: Er 11 -- 3 5 E -Mail Address: ENCINEEI M1' Contact Person: E -Mail Address: Jo S Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Property Owners Name: t e \ King Co Assessor's Tax No.: c1 9Po -0600 - c 7 Suite Number: Mailing Address: 1 / 4 -0 0 2 S. I toy a� 5 � w • °� u Yh' City State Zip Mailing Address: qty a 1 5-, (b`1 ±- 51 �7n }iJv‘ Day Telephone: 20 G Z'/8 - /,z -� ) [ ,rte \\ °l City Fax Number: City Day Telephone: Fax Number: Floor: 2 New Tenant: J .... Yes f2 No A State State 4 \' S'` Zip Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** All plans: fi be stamp by Architect of Reeor Mailing Address: City State Zip Day Telephone: as 03 t 2 o Fax Number: tl 2 s23 1290 =`All plans must be°wet sta'mped Engineer Recor Company Name: Mailing Address: 0.? w.e;e u`x'x + ^'tor , —A:T7" P �s;S ^. qa eI,!rn •• ?• City State Zip Day Telephone: Fax Number: B�itIDING PE T O K '�` 20G= :�3 =36� �� 1j.i��y r; *.4�t' �:P�'kJi�t� ' : � �t`i -5 3k2"t i'. 4��Y � . , 1;'- dt,' +'�.r�f •�Hd�.y�,^t�t�K,.iy -�,�} 7 Y> Ti �'� , . . F % ,m1 av:* :to«� ; vw• r:f%` . _» '� vi � i3�AS b 'f r tt,�rs.4rwS; f Boot, . rJehl Valuation of Project (contractor's bid price): $ I to. , P.e,r-Ae\ M ‘ Existing Building Valuation: $ 2.o <. o o . Scope of Work (please provide detailed information): 2 ''- - i o Q \ - ( 2 - (',., 5 k o v S •. eq,02. n cN ,& ir3cAL <NA ' hc,r -eACQ ' a ' 1„ e.‘5 1 ,i Will there be new rack storage? ❑ ..Yes I ' . No If "yes ", see Handout No. for requirements. c \."Se c ∎erreal rovi . e;Al1. Building Areas;'>tn, quare FootageBeloW Addition'to '':� • Existing Structure ` Flooir . Floors ,, Basement Accessory ; Structure* . ......::. AttachediOarage , . ;.Detached Garage ;i Attached Carport Detached: Carport ;: CoveredDec Uncovered Deck, "` 9b6 � Lo `1 RI- :Type of; ' :onstruction ;per UB.0 • PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ]:.Automatic Fire Alarm 115 ..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applicationslpermit application (3.2003) 3/2003 Page 2 TL Scope of Work (please provide detailed information): ❑ ...Total Cut ❑ ...Total Fill \applications \permit application (3.2003) 3/2003 ease;referao Public Works Bulletin #Y; for fees and estiniate'sheet Water District Q...Tukwila ❑...Water District #I25 ❑ ...Water Availability Provided Sewer District 2 ... Tukwila ❑ ... Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ® ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ 1, fl ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line If ft WO# WO# WO# Private Private Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip :..ltivati..S:i:i::a4 '. Unit Type: ; Qty:;. Unit Type: Qty " Unit Type::.: Qty Boiler /Compressor: Qty;' Furnace <100K BTU 1 Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP/500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind f, � {( ECITA.NICAI PERM T.INFORMATION 206 -431= 36 MECHANICAL CONTRACTOR INFORMATION Company Name: f� , Mailing Address: City State Zip Contact Person: Day Telephone: W E -Mail Address: Fax Number: CL 2 Contractor Registration Number: Expiration Date: U O * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** rn a J = 1— U) w w }} g u_< fn � 2 I.. W Z = l— O w 2 � U 0 O N � ,- Valuation of Project (contractor's bid price): $ 3 000 Scope of Work (please provide detailed i ormation)• Residential: Commercial: Fuel Type: Electric Use: Print Name: M, c e Mailing Address: . tn5e bcl 'L New ....E3 Replacement .... New ....0 Replacement .... s° Indicate type of mechanical work being installed and the quantity below: Gas Other: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ► E r aft AU . - IORIZED AGENT: Signature:' �-v ' -/ Date: t'2 • I' �J" Day Telephone: 2 o G 2 10 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: i lapplicstions'.permit a r pIicatio10. 94 S"eikl� 4ir-44i . , :�» NI7r 7�:} i i� �tttd L r : "?.t {c:aa,,w H v vu.: s `" ^ y _ __ �7 ), ., W W I H 0 • O .. W U= O ▪ 1— Z doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT �W Parcel No.: 5379800600 Permit Number: D03-384 6 v Address: 4402 S 164 ST TUKW Status: ISSUED U O Suite No: Applied Date: 12/15/2003 N w Applicant: CLAUSEN RESIDENCE Issue Date: 01/22/2004 LLJ H CO LL WO Receipt No.: R04 -01168 Payment Amount: 47.00 g Q co Initials: SKS Payment Date: 09/01/2004 09:13 AM z w User ID: 1165 Balance: $0.00 z 1 I— O . Z I- W • W U� O - O (- TRANSACTION LIST: = W Type Method Description Amount I' ~ V — L O Z Payee: BROOKS DESIGN AND BUILD Payment Check 1273 ACCOUNT ITEM LIST: Description PLAN CHECK - RES 47.00 Account Code Current Pmts 000/345.830 47.00 Total: 47.00 44 73 09/02 9716 TOTAL 47.00 Printed: 09 -01 -2004 Z W o - I O ~ • Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 5379800600 4402 S 164 ST TUKW CLAUSEN RESIDENCE R04 -00384 SKS 1165 Payee: BROOKS DESIGN AND BUILD /JASON BROOKS TRANSACTION LIST: Type Method Description Payment Check 1236 ACCOUNT ITEM LIST: Description PLAN CHECK - RES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 47.00 Payment Date: 03/31/2004 08:33 AM Balance: $0.00 Amount 47.00 Current Pmts 47.00 Total: 47.00 D03 -384 ISSUED 12/15/2003 01/22/2004 01 71.6 TOT L. 47. f).) Printed: 03 -31 -2004 Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT t� W re Parcel No.: 5379800600 Permit Number: D03 -384 D Address: 4402 S 164 ST TUKW Status: APPROVED 0 Suite No: Applied Date: 12/15/2003 N 0 Applicant: CLAUSEN RESIDENCE Issue Date: LLJ _ H w0 Receipt No.: R04 -00066 Payment Amount: 718.25 g (D Initials: SKS Payment Date: 01/22/2004 03:29 PM z w User ID: 1165 Balance: $0.00 Z H E-0 Z F- 11J al O N O ir- Ui uj I - 0 Type Method Description Amount !L 0 Payment Check 1337 718.25 lll U= 0~ CLAUSEN FISHERIES, INC. BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 713.75 4.50 Total: 718.25 6703 0123 9716 TOTAL. 703.25 Printed: 01 -22 -2004 z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 5379800600 4402 S 164 ST TUKW CLAUSEN RESIDENCE R03 -01497 SKS 1165 MICHAEL S. CLAUSEN Payment Check PLAN CHECK - RES Description 4646 RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: D03 -384 PENDING 12/15/2003 Payment Amount: 463.94 Payment Date: 12/15/2003 04:22 PM Balance: $718.25 Amount 463.94 Current Pmts 463.94 Total: 463.94 • 5638 12/16 9716 TOTAL 463 3.94 Printed: 12 -15 -2003 ....0 +rte n'{'r >' ✓FS,..blL.S:'.lY)i:: � . �.:k�'art.X:33iw)i.: -::�� COMMENTS: Typ of Inspect'on: Address:/) m C 17 11 1CalIed: ) --•, Special Instructions: ,e3 �}�� ,- co -� 3 o 4 4-( Date Wanted: � � � �/a.m pp / "' '� / /f,c �t J' ( S 4,t/.4t. /J .. 7 5 )ti M4'-1"?' A403 - 2i 0 Z --. i h Project: 1 Typ of Inspect'on: Address:/) m C 17 11 1CalIed: ) --•, Special Instructions: ,e3 �}�� ,- co -� 3 o 4 4-( Date Wanted: � � � �/a.m pp / "' '� Requester: . G ' G ' 4° Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. ['Corrections required prior to approval. Inspector INSPECTION RECORD Retain a copy with permit PER (206)431 -367 Date:/ $5>3.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pro ct / Typ �'of Insp ` A dr dress:. Date Called: --/2 —0.5— 4 / 1 W 5 / V Special Instructions: L �' 2- - --(' o . e, a.--/4/ ."-- ..g ei, /w /2,6 Date Wanted: '//- C ‘.5.-- �‘4 , a.m. p.m. Regdes er: G Pho "> /yL' — 3, INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: B - 4/4 , A 91 .4.- \ 11-7 ) Will / 4 ) (// Inspec r: Date: fl $47.00 REINSPECTN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: t./ Type of Inspection: lit .,�1 , Address: (.9 �� ` , (.9,1 � r 1 Date Called: Jr ......__ Special In structions Date Wanted: -�-D S a. gyp. Requeste Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. PERMI (206)4313670 Corrections required prior to approval. COMMENTS: F'7 1i zJ� vC/P[■ k ' i n Y'en ri $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: COMMENTS: f-- C�/T) l , �f ' ./ r /� rl ill / I/"/1.44 +' � /A /A �'� / 1 fiptisi...., 2 ) ,%-;‘, b/, (.4.- 4-,/i ea : ..1 Of, ,iii- Date Wanted: f _ ) Z44,0474 �/ /,lexI cod --- - -- Phone N �Lt %k) s/ I — oti a --- r 5v /v/ GJri 4 n Pro'ect t " Type of Inspection: ,...- Ad Yes : 1 fiptisi...., Date Called: t ) 1() Spek Instructions✓ 0 6/,),, 414.21..... ..1 Of, ,iii- Date Wanted: a:m. Requester: k f Phone N �Lt %k) s/ I — oti Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 " (206)431 -3670 Corrections required prior to approval. Date: $4 .00 REINSPECTIOt EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 1c rnir ∎rA A .p , nrc)\,,A tt Type of Inspection: SIAPov- lA)o \\ \G IMP!n A to l &JcA 1\ tAA S- \rnt r tAicAl Si Date Called: 11 15 - Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Project: C kcu r , 1 Type of Inspection: SIAPov- lA)o \\ Address: L awn S RP Si Date Called: 11 15 - Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 1 LI INSPECTION RECORD Retain a copy with permit 1:03- 3`"I INSPECTION NO. PERMI,TN . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: r' r Aftl e Date: \ ` 5 3 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: COMMENTS: ) ,�� A O OVa i I I I. 1 )1ct \ I -PGS C(Jvrtiver CAI( o‘iv\ r 1L +iCi e>n €A- fv\av (aieA-Ii4 D ate Called: , oct . Speci I I structions: Date Wanted: 1 m' f WO1 �� Requester: J d -oli. 3 l/t- - Phon o: (L 2 gqo � .-. . Project / Type of Ins e ction: / BA 1/C)q (1 ate. Ad r s: . s..• .. t0 i D ate Called: , oct . Speci I I structions: Date Wanted: 1 m' f WO1 �� Requester: J d -oli. 3 l/t- - Phon o: (L 2 gqo � 1 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM * �A 216)431 -3670 Corrections required prior to approval. Inspector: X Date: 1 ( QLJ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: %rVta A rata\ q Address,: t.- / - //� S . /'. c c 7 '. Date Called: � f 0 (7 1 Special Instructions: / �i� : 7` 7`�''•. ` J- U �' '.: mac, - G' , ?.cT 1 -) U� ,�?r 4 �' prow- (�Uc 11 (_ a.m. p.m Requester: . 4„/`2 ($C`.' L.•/ Phone No: U . � Ndh was T oy-. NA- Vie - 00m Q.\- v ill cA i 15 Project) - ) 2 - CC - GGd e c. / it , Type of lnspectio / ' Z , C'_. � /j i--t.-- J Address,: t.- / - //� S . /'. c c 7 '. Date Called: � f 0 (7 1 Special Instructions: / �i� : 7` 7`�''•. ` J- U �' '.: mac, - G' , ?.cT Date Wanted,; / - �C�-f. CJ V (_ a.m. p.m Requester: . 4„/`2 ($C`.' L.•/ Phone No: U y_, .. /J5j' •r (._ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: r 1 INSPECTION RECORD Retain a copy with permit • '' 1 (216 '31 -3670 Approved per applicable codes. El Corrections required prior to approval. Date: (I, 30_ ()L Ei $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: Pra •ct: Z. 4 LA.b 1 A . Typ- o Inspection: i lia 5 I !" 1.. A•d ess: ?2 1 S ` Q _/ Date Called __, i ! Spe al nstructions: .� D ate Wanted: . !� � P .m. Requester: p rz r ::4: : \ rmo ,..., 3 J7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. R ( Corrections required prior to approval. COMMENTS: //al t 1 7/ Inspector: G" 7 n $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee mint be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr a t: Type of Insp ction: A r s .,..... a c , 1 Ltd+ 'e Called. C ,.,/ Spec I Instructions: P Date Wanted. p?m. Pq- 1 1 P p.m. Requester: P i bt VD ""r 3g0 4 INSPECTION RECORD Retain a copy with permit . IN PECTIO NO. 'PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)431 -3670 • Approved per applicable codes. El Corrections required prior to approval. CO ENTS: r Date— 7/�-� $47.00 REINSPECTIO REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ...+u�i;:�. +.._... '.`f ,: i «i 7'i '`.CC.l. ;Ie�tCa.,..,rw.•tiS:f::: +s 53 Prf�J�St: t . L i4/0 ifs )>.�,1� r Type of In pectio� �( i Ad l d ' r e�ss,,��.tr�� 'j L�'9o� , • O Date ailed: Spettial Instructions: Date Wanted: gy m. p.m. Requester: 11LL — Phon No: c '316 - 0 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IJ INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 • El Corrections required prior to approval. COMMENTS: •m • 7 Inspector: Date: , El $47.00 REINSPECTION FE EQUIRED. Prior to inspection, fee rtst be paid at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. Receipt No.: Date: r Pro'E2t' ( -- 6C(,, e,tA - )))4 * Type-of inspection i� a. or? l i e /(s Ac(dre6 ;)_, 3 . ' 1 Date Called: 7 ` to Spec al instructions: c, ,,,. -�' -t""r Date Wanted: 1 ! :if( 1 � m; P.m. Requester: • Phone No. ,. 4.4 a INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: .40 Alc /4- i L--r / ,/ / j, - 74 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit' El Corrections required prior to approval. (206)431 -3670 '1CA 3 41-9 $47.0• REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pra t: 1 AIZL Ty of Inspe do I Amf ,1a -j-wi tai (ik `pa A d s: (ft), Da a Called: b ` Special Instructions: Date Wanted: pv f O(f ta: , p.m. Requester: P hone 2 - S1 ---N D,#1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • PERM (206 %31'3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector e .1 n■ 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: ss se x ✓� Z 11- W re 2 J U O 0 to J CO IL W O u_ co = F W I- 0 W I— ill U � O — O H W W I 0 IL. O .. Z W U = O~ Z Pr f r t: Ty f Ins ection fj` Ad '1 3. , S. / 6"( Date Called: (4-101 Special Instructions: Date Wanted: /,, ,f_ a,rri Requester: n ( 5 J Q AS0'7- Phone No: 4Z5 F90 - 3g09' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PER TN 06)431- 36y70, /f El $4 .00 REINSPECTIOKI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Cbrrections required prior to approval. . COMMENTS: (71, r'31 / 54,-. /5- / Receipt No.: Date: P of c : �, Ty Q of Inspect ( G on: • (, OA) D� �tit A d ess� (Ga 1 _ Date Called: Special Instructions: } Requester: Date Wanted - ` Phone No: / `I 5`91 ()—. Z C. s INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 12 - Approved per applicable codes. Inspector. > D3 _3 ( (206)431 -3670 El Corrections required prior to approval. COMMENTS: /1 rt S A f .Ss! i r LA) •P �' Dates_ 0. 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: P oje t: ( , ,u a 0,��1 J.. i, i Type o -VI pection: t Ad r s 3 ` ' , n, ff : 6 i / 0 Speci I nstructions: Date Wanted: ) i a."m- (� +(l p.m. Requester: - / Af __,) Phone ok S. jg .0 .,01,10-4 - 304 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit bJ 38y PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: Si6i6 `, 1 4 iA \ O -C Inspector: Date: D $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: Pro t - \ l A%4x -1 j)-€41 . Type of, Inspection: - -- 04/00 ACC), Address. t Date Called: ' o Spec' I I structions: Date Wanted: ' + m; Requester: Ph ne �..._ mt) �3x INSPECTION RECORD' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 11 PERMIT NO. ''(206)431 -3670 El Corrections required prior to approval. COMMENTS: lti - i / /` c Inspector: Dates $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 I— ~ W 6 OC J U UO CD to W W u_ ? = W Z � Z W gy 0 0H W W Hp- W Z 111 = O� z COMMENTS: Ty e of Inspection. / / tt/I j 7,ro 7'z,vf c.. ' Address oz s. /6Q- ''' S r i S CA. n • . - ) 1[\G _I -�U1)1L • I0Vl S Date Wanted: 4 /lam p ! V`r `.1, 7P !en e Arc -e ( kc,.;r1-P Y .. Prpje t: ,�' c„. t tv f Ty e of Inspection. / / tt/I j 7,ro 7'z,vf c.. ' Address oz s. /6Q- ''' S at e Culled: U 4 /ls /6i Special Instructions: Date Wanted: 4 /lam p ! V`r Requester: Phone No: ij ./a -g 'o-- 3go`( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 " ''(206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: Date: 416 $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: COOtMENTS: Ty a of Inspe tion. , a....A-70,-, A d a ir s s S O v J �e� t (t'Tr's1 '''- �--- -- nstructions. Date Wanted: (D Li, I oft 1 `a.m: V Requester: \ Phontpc S ' � 1 " - ' 38 °L 1 . � P e t: Ty a of Inspe tion. , a....A-70,-, A d a ir s s ) 'I Sil bate Called: r" J Special nstructions. Date Wanted: (D Li, I oft 1 `a.m: V Requester: \ Phontpc S ' � 1 " - ' 38 °L 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. eceipt No. -- ) INSPECTION RECORD Retain a copy with permit l 663-3gLf PERM (206)431 -3670 �,•4 r i!o Date: 1.2 . : ---- .z. $ 7.00 REINSPECTION FEE REQ IRED. Prior,/ inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. C I to schedule reinspectiorj. •. Date: 61IkJ', Z;(,1 (.4)(o ` L($ ( S Co GDS y I WSUL4ARP Test Method: Test Data Sheet ASTM Standard C518 -91 Test Results The thermal resistance testing was conducted using ASTM Standard C518 -91, A Standard Test Method for Steady -State Heat Flux Measurements and Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus as a procedural guide. The specimens were placed in a heat flow meter, model Rapid -K, manufactured by Holometrix, Inc. Steady -State heat flux measurements were made at a mean temperature of 75° F using a hot face temperature of approximately 100° F and a cold face temperature of approximately 50° F. Specimen system thermal resistance and thermal conductivity were determined by comparing the heat flux measurements of the specimens to measurements made on a standard reference material of known thermal resistance and thermal conductivity. A calibration check was conducted before and after the test series. The orientation of the samples were with the reflective surface toward the hot plate and bottom of the sample to the cold plate. This orientation represented a downward heat flow as it is represented in a radiant heating project, with the isothermal plain on the warm side through the heating pipes on a given 6" slab. The resistance values obtained from the Rapid -K used in C518 -91 test Is best utilized for homogeneous samples. Therefore, the values reported for the specimens are considered an effective R- value. A Certified Independent Laboratory has performed all testing. THERMAL RESISTANCE TESTING SIZE TEST EFFECTIVE R -VALUE 3/8" ASTMC518 -91 5.67 1I2 "* ASTMC518 -91 10.1 ' Product has a special closed cell foam and bubble pack media Physical Characteristics Insul -Tarp 5 x 5 Cross Woven Poly CONSTRUCTION—HDPE 950 DENIER + OR - 10% 4 x 5 COUNTS PER INCH IN WARP AND FILL COATING - -1.5 MILS ONE SIDE LOPE TOTAL THICKNESS-12 MILS (ASTM D -1777 + OR - .25 MIL) + COMPOSITE TEAR STRENGTH OF POLY-28 LBS. WARP 33 LBS. FILL (ASTM D -1922 TONGUE TEAR ) BURSTING STRENGTH-90 PSI ( ASTM D- 751 -73 MULLEN) TENSILE STRENGTH -45.0 LBF /IN. FLEX ABRASION - --5000 + CYCLES - WARP 5000 + CYCLES - FILL (ASTM 1175 -71) PERMEABILITY RATING .002 G /M2/24 HRS. (ASTM E -96) with bubble pack TEMPERATURE RANGE --- -- -60° TO + 180' (F) NOTE: THESE TYPICAL PROPERTY VALUES ARE INTENDED AS GUIDELINES ONLY, AND NOT AS SPECIFICATION LIMITS. T •cl 3 -38 w2elwmu pr2ep d6T :21 .170 Tz ,add t• Irni:a. BROOKS DESIGN CLAUSEN RESIDENCE REMODEL OFFSET SUPPORT POST FILE 031111 17017 — 102nd Ave. S.E. itin Snohomish, WA 98296 Phone: (360) 668 - 3882 BY T.W. :rr ;r »;i„tritiEs= DATE 3/6/04 SHT / OFFSET TUBESTEEL POST TO TRANSFER UPPER FLOOR POST LOADS TO INNER FOOTINGS Maximum Post load = P post 5800 lb. Offset dimension = e := 7 in. Moment in post = M : = P post e For TS 4x4x1 /4 14x4 := 8.22 S 4x4 4.11 A 4x4 3.59 r g := 1.51 Compressive Stress = F Allowable Bending Stress = Bending Stress = a :_ Allowable Compressive Stress: F := 36 ksi, yield strength for steel E := 29000 ksi, Modulus of Elasticity for steel K := 1 From AISC, for steel column: ForKxL /R <Cc: Check Combined Stress Level: _ P post c '' A 4x4 a a := 20000 psi C F :_ S 4x4 M = 40600 lb.in. F a + c — 0.589 Since ration < 1.0 a a F a • 1000 TS 4:4 :1/4 is OK a = 9878.345 psi K•L 2 1 — r g 2.0 c2 F R NO 2 C c = 126.099 FILE COPY F c = 1615.599 psi MAR 2 6 2M 14 AS NOfLU r L := 96 in., unbraced length of column KK_L = 63.576 F a = 17.081 ksi 3 (K.L K. 3 r ( 7 ) F a • 1000 = 17081.215 psi 5 ÷ g g 3 8•Cc 8Cc3 visby isaviEsiDoto ar BUILDING' DIVISION ia.:�sy�+€,,5+ hh CITY OF TUKWILA APPROVED RECEIVED CITY OF TUKWILA MAR i 8 2004 PERMIT CENTER r•: I/.1 wa . BROOKS DESIGN CLAUSEN RESIDENCE REMODEL OFFSET SUPPORT POST FILE 031111 17017 – 102nd Ave. S.E. w F:1 Snohomish, WA 98296 Phone: (360) 668 -3882 By T.W rtila »;r:r•t DATE 3/6/04 SHT 2– Base Plate and Hold -Down Requirements: For 8" offset from centerline of TS post to bolts: Bolt Uplift Force = F up : = — M F up = 5075 lb. 8 F For 2 Bolts: F bolt ' 2 up F bolt = 2537.5 Bending Stress in Gusset = M Base Plate Thickness: t plate ' = 8 20000 6 Check 3/8 x 18" Gusset 375.18 S plate ' 6 S plate – 20.25 M – 2004.938 S plate t plate = 1.234 Use (2) 5/8" Bolts embedded in new footing Use 1 1/4" A36 Plate 12" x 8" �:.x�:n:;aU wit•: cur. w: .w;s.�:ve...;r:r�w:,rrs;:�wwsw� • 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE REMODEL OFFSET SUPPORT POST FILE 031111 BY T.W. DATE 3/6/04 SHT 3 EXIST FNDTN 7" TS4x4x1 /4 3/8" PLATE GUSSET TS4x4x1 4 } T. EXISTING SLAB SAW CUT FOR NEW FOOTING #4 DOWEL EPDXY INTO EXISTING SLAB 3 PLCS NEW FOOTING 3' SQUARE x 18" DEEP 5/8" ANCHOR BOLT x 12" EMBED W/ 1/2" x 4" SQUARE WASHER 2 EA z w 4 2 J0 00 N WI w 0 2 L Q w Z = I- 0 Z w • w O • N o I- w w u O w z O Q H =. O 1- z vivli a3 BROOKS DESIGN CLAUSEN RESIDENCE REMODEL OFFSET SUPPORT POST FILE 031111 17017 — 102nd Ave. S.E. --v;1 Snohomish, WA 98296 Phone: (360) 668 -3882 BY T.W ;e;;r13;tiniri•:i DATE 3/6/04 SHT 4 3/8 "x11 x18 GUSSET SLOT INTO TS 4x4 SECTION A -A 3/4" HOLE FOR 5/8" A.B. 2 PLCS SECTION B -B SECTION C -C 1/2"0 FOR 3/8" LAG SCREW 2 PLCS • • ilteTi3zi:T1iltill Determine Governing load at each section lower Floor) F L ayy := 6256 F L := 7281 S/L 1: S/L 2: Force from "x" direction S/L 5: S/L 6: • S/L 7: 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 Seismic Governs Seismic Governs Calculate Strength Requirements for Basement Shear Walls: Force from "y" direction Shear Line Length of Unit Load Shear Wall (Ft.) (Lb. per Ft.) . LL1 : =6+ 12 + F 8 Layy fL1 = 240.615 P1 -6 L L1 =26 L L1 L L2 : =16.5 + 12.5 f L2 : _ F Lbyy f L2 = 251.069 P1-6 LL2 =29 LL2 L :=28 LL = 28 L + 3.5 fL6: F L2xx f = 705.619 P2-4 Al L L6 LL6 =7'83 LL7 10.5+ 11 LL7 =21.5 F L1xx fL5 L L5 f L L7 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE CQEY F Llxx =3616 Seismic Governs F L2xx = 5525 Seismic Governs F L3xx := 4345 Seismic Governs F L3xx 1 crrY OF TUI(V4IEA APPROVED FEB 2 6 „, Ftij iLifL'4.1(,1 i3JILDl 'S a ri11iP'O f Ls = 129.143 f L7 = 202.093 FILE 031111 BY TW DATE 12/1/03 SHT f Shear Wall Type Required See Schedule P1 -6 P1 -6 CITy k,w8 FEB 2 3 aUQ PE RM"r CENT 4 c.3g9 Wall Uplift = S/L 7 Hold Down Requirements at Foundation for Main Floor shear walls, Shear Line 6: Wall Uplift = f upLM6A Hold down requirements for basement walls: Wall 6A &B: L : =4 wall length, ft. W M6A = 880 wall weight + load supported, lb. Wall 6A: L := 3.5 W L6A : =890 ( up6A Wall 6B:. Wall Uplift =. f up6B :_ Wall Uplift = f up7A :_ _ ( F M2xx 1.,)•19 L M6 W M6A F L2xx 11).8 • L L6 W L6A F L2xx 11).8 L L6 • W L6A 11 2 4 2• 2 11 2 L := 4.33 wall length, ft. W L6A : =1102 wall weight + load supported, lb. H := 8 wall height, ft. At wall 6B on main floor, and lower floor Holddowns are coincident: Total Uplift = f up6B + f upLM6A = 13569.178 FM3xx 4 •12 L M7 W M7A + ( F L3xx L •4 L L7 W L7A f upLM6A = 8475.222 wall length, ft. wall weight + load supported, lb. H := 8 wall height, ft. f up6A = 5199.955 f up6B = 5093.955 Al Use HD15 with 6x end framing members (see sketch) Wall 7A &B: L := 10.5 wall length, ft. • W L7A := 1260 wall. weight + load supported, lb. H:=4 wall height, ft. At wall 6A, Holddowns from lower, main and second floors are coincident: Total Uplift = f upLS6A + f upLM6A + f up6A = 20379.474 Use (2) HD15 with 6x end studs (see Section D - D) L 2 Al f up7A = 1796.372 Use LTT131 17017 — 102nd Ave. S.E. Snohomish, W 98296 Ph one: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY DATE SHT TW €hj i4zriTi a 4 air�'�o; T:1 12/1 /03 IS Wall Uplift = S/L 7 Hold Down Requirements at Foundation for Main Floor shear walls, Shear Line 6: Wall Uplift = f upLM6A Hold down requirements for basement walls: Wall 6A &B: L : =4 wall length, ft. W M6A = 880 wall weight + load supported, lb. Wall 6A: L := 3.5 W L6A : =890 ( up6A Wall 6B:. Wall Uplift =. f up6B :_ Wall Uplift = f up7A :_ _ ( F M2xx 1.,)•19 L M6 W M6A F L2xx 11).8 • L L6 W L6A F L2xx 11).8 L L6 • W L6A 11 2 4 2• 2 11 2 L := 4.33 wall length, ft. W L6A : =1102 wall weight + load supported, lb. H := 8 wall height, ft. At wall 6B on main floor, and lower floor Holddowns are coincident: Total Uplift = f up6B + f upLM6A = 13569.178 FM3xx 4 •12 L M7 W M7A + ( F L3xx L •4 L L7 W L7A f upLM6A = 8475.222 wall length, ft. wall weight + load supported, lb. H := 8 wall height, ft. f up6A = 5199.955 f up6B = 5093.955 Al Use HD15 with 6x end framing members (see sketch) Wall 7A &B: L := 10.5 wall length, ft. • W L7A := 1260 wall. weight + load supported, lb. H:=4 wall height, ft. At wall 6A, Holddowns from lower, main and second floors are coincident: Total Uplift = f upLS6A + f upLM6A + f up6A = 20379.474 Use (2) HD15 with 6x end studs (see Section D - D) L 2 Al f up7A = 1796.372 Use LTT131 foundation plan basement plan • sso.DS HoLD D1sT FROM WALL TO tYll Nt1Mti a &'D }NSrMs,_ ND 1S FASTA4- SECTION b- LoWE12. LEVEL. .;all. `r;:cs.•N.rS:w —a. .l 44ta x.ii,n.;.4...;. i sulwy . uawu'y.r %tcw:lan:,W. BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT Clausen Residence Addition / Remodel Designer: Brooks Design LATERAL LOAD ANALYSIS SEISMIC Upper Floor Lecond) Weights y axis: Shear Line 1 Roof Area grid A,y -y = Wall Area grid A,y -y = Floor Area grid A,y -y = Weights x axis (Second Floor) Shear Line 5 Roof Area grid 1,x -x = Wall Area grid 1,x -x = Floor Area grid 1,x -x = Shear Line 6 Roof Area grid 2,x -x = Wall Area grid 2,x -x = Floor Area grid 2,x -x = Shear Line 7 Roof Area grid 3,x -x = Wall Area grid 3,x -x = Floor Area grid 3,x -x = 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 Design Criteria: Code: UBC 1997 Seismic: Zone 3 Wind: 80 mph; Exposure B :,.• +,,,,� thlt th P!an Check approvals are AR =413 Awayy := 556 A F ayy A Rlxx 182 AWlxx := 432 A F1xx := Ft Ft Ft Shear Line 2 Roof Area grid B,y -y = A R := 413 Ft Wall Area grid B,y -y = A Wbyy := 804 Ft Floor Area grid B,y -y = A FbYY := 0 Ft Ft Ft Ft A R2xx : = 413 Ft A w2 := 544 Ft A Flax := 0 Ft A R3 xx := 231 Ft AW3xx := 488 Ft A F3xx := U Ft FILE COPY F Sbyys = 2555.7 F Slxxs = 1289.4 er on. Q �u.l~irc , a 03 C' r k) 09 Refer to attached sketches for definition of axes and zonal breakdown See development of forces at end CM lLA APPROVED J Ali 2 1 2004 AS ii0 0 Q/ BUILDING DI Seismic Loads F Sayys .= C A YY + A WaYY + A Fayy) ' 15 • .140 ] = 2034.9 Horiz Seismic Load Zone A y -y F Sayys F S byys : _ [ ( Rbyy + A W byy + A Fb YY) •15. .140 ] Horiz Seismic Load Zone B y -y RECEIVED CITY OF TUKW ILA PERMIT CENTER F Slxxs '_ Rlxx + AWl:cx + AFka)'15•.140 Horiz Seismic Load Zone 1 x -x F S2xxs .= ( R2xx + A W2xx + A F2xx) ' 15 .140 = 2009.7 Horiz Seismic Load Zone 2 x -x F S2xxs F 53xxs •� R3xx + A W3xx + A F3xx) 15 F S3xxs = 1509.9 Horiz Seismic Load Zone 3 x -x DO3 - 3 Se{- TV 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT WIND LOADS See development of forces at end Upper Floor (Second) y axis Sail Areas: S/L1 A ayy := 168 F Sayyw := Aayy•14.3 S/L 2 A b := 168 F Sby yw . = A b 14.3 x axis Sail Areas: S/L5 Alai: =78 FSlxxw A .14.3 S/L6 A 2 , := 177 F S2xxw := A 14.3 S/L 7 A 3, := 99 F S3xxw '= A 3) .14.3 Determine Governing load at each section (Second Floor) F Sayy := 2402 F S • • 2556 S/L 1: S/L 2: Wind Governs Seismic Governs Calculate Strength Requirements for Shear Walls (Upper Floor): Force from "y" direction Shear Line Length of Shear Wall (Ft.) L 81 := 11.5 L S1 = 11.5 LS := 11.5 LS = 11.5 Force from "x" direction S/L 5: L 8 := 12 + 12 L = 24 S/L 6: S/L 7: L 5 := 6.75 L 5 = 6.75 LS 3.5 +3.5 LS =7 F S1 xx 1289 F 52xx := 2531 F Sam := 1510 Unit Load (Lb. per Ft.) f :_ Sayy L S1 F Sbyy fS2 := L S2 f : - F S1xx L :_ F S2xx fS6 I S6 fS7 F S3xx L 87 Horizontal Wind Force F Sayyw = 2402.4 F Sbyyw = 2402.4 FS1axw= 1115.4 F S2xxw = 2531.1 F 83xxw = 1415.7 Seismic Governs Wind Governs Seismic Governs = 208.87 1. 51 f S2 = 222.261 fS 53.708 f 8 = 374.963 f 8 = 215.714 Horizontal Seismic Force (reference) Shear Wall Type Required See Schedule P1 -6 P1 -6 P1 -6 P1 -3 P1 -6 = 2034.9 F Sayys F Sbyys = 2555.7 F Slxxs = 1289.4 F 52xxs = 2009.7 S3xxs = 1509.9 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT Hold Down Requirements for Upper Floor shear walls: When calculating weight contributing to resistive moment, use tributary areas x 15 psf x 2/3 reduction = 10 psf S/L I S/L 2 S/L 5 S/L 6 S/L 7 17017 - 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 Wall 1A: L : - 11.5 wall length, ft. W S 1 A 1380 wall weight + load supported, lb. Wall Uplift= f up1A ( ) H W S1A L 2 Wall 2A: L := 11.5 wall length, ft. f s2 = 222.261 unit lateral load on wall, lb. /ft. W S2A : = 1380 wall weight + load supported, lb. (f S2'L)'H W S2A Wall Uplift = f up2A L 2 Wall 5A &B: L := 12 wall length, ft. W S5A 1440 wall weight + load supported, lb. Wall Uplift = f (f S5' W S5A up5A 2 Wall 6A: L :- 6.75 wall length, ft. W S6A 840 wall weight + load supported, lb. Wall Uplift= f Cf S6'L' }' W S6A up6A '' 2 Wall7A &B• L := 3.5 wall length, ft. W S7A 525 wall weight + load supported, lb. Wall Uplift = �f s7 .L )'H WS7A f up7A L 2 f S = 208.87 unit lateral load on wall, lb. /ft. H := 8 wall height, ft. f up A = 980.957 Use MST37 H := 8 wall height, ft. = 1088.087 Use MST37 f up2A f up5A = - 290.333 No Additional Holddown Required f S5 = 53.708 unit lateral load on wall, lb. /ft. H := 8 wall height, ft. f = 374.963 unit lateral load on wall, lb. /ft. H := 8 wall height, ft. f up6A = 2579.704 Use MST64 f S7 = 215.714 unit lateral load on wall, lb. /ft. H := 8 wall height, ft. f up7A = 1463.214 Use MST48 Max down load = f dn7A C S7 L) H + W 57A f dn7A - 1988.214 Use MST48 L 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT `f Main Floor Weights y axis: Shear Line 1 Roof Area grid A,y -y = Wall Area grid A,y -y = Floor Area grid A,y -y = p y := 1 (see Rho calculation at end) A Rayy := 0 Ft A Wayy 704 Ft2 Horizontal Seismic Loads Mayys : _ C Rayy A Wayy + A Fayy) ' 15 • .140 • P y A Fayy := 413 Ft F F Mayys = 2.345.7 Second floor Horiz Seismic Load S/L 1 F MayysTot ' = F Mayys + F Sayys F MayysTot = 43 80.6 Total Shear on S/L 1 Shear Line 2 Roof Area grid B,y -y = ARb := 0 Ft Wall Area grid B,y -y = A Wb := 624 Ft Floor Area grid B,y -y = A Fb := 413 Ft F Mayys := [ Rbyy + A Wbyy + A Fbyy ' 15 • .1401 • p y Shear Line 6 Roof Area grid 2,x -x = A R2xx '= 0 Ft Wall Area grid 2,x -x = A W2xx := 432 Ft Floor Area grid 2,x -x = A F2xx := 413 Ft F mbyys = 2177.7 Second floor Horiz Seismic Load S/L 2 F MbyysTot ' = F Mayys + F Sbyys F MbyysTot = 4733.4 Total Shear on S/L 2 Weights x axis Lain Floor) px' - 1 (see Rho calculation at end) Shear Line 5 Roof Area grid 1,x -x = A Rlxx 0 Ft Wall Area grid 1,x -x = AWho( := 328 Ft Floor Area grid 1,x -x = A F1 xx := 182 Ft2 F `(A + A + A ) 15 •.1401 Mlxxs := Rboc Wlxx Fboc px F Mlxxs = 1071 Second Floor Horiz Seismic Load S/L 5 F M1xxsTot F Mlxxs + F S1xxs F M1xxsTot = 2360.4 Total Shear on S/L 5 F M2xxs := [ (A R2xx + A W2xx - t - A F2xx) • 15..1401. p x F 1V12xxs = 1774.5 Horiz Seismic Load S/L 6 F M2xxsTot := F M2x•s -i F S2xxs F M2xxsTot = 3784.2 Total Shear on S/L, 6 W re 00 cn WI WO u.a = W 2 Z � F— 0 Z • W U 0 O F— W W 0 17- LLO W Z U N O ~ Z 17017 - 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 - 3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT S Shear Line 7 Roof Area grid 3,x -x = Wall Area grid 3,x -x = Floor Area grid 3,x -x = WIND LOADS Main Floor y axis Sail Areas: S/L 1 A ayy := 112 S/L2 A ayy := 112 x axis Sail Areas: R3)oc := 0 A W3xx 520 A F3xx := 231 See development of forces at end F Mayyw := A ayy• 13.22 F MayywTot : - F Mayyw + F Sayyw F Mbyyw := A byy• 13.22 F MbyywTot " F Mbyyw + F Sbyyw S/L5 A1xx : =52 FMlxxw: =A1 13.22 F M1xxwTot •= FMlaxw + FSlxxw S/L 6 A 2xx := 128 F M2xxw := A 13.22 F M2xxwTot : = F M2xxw + F S2xxw S/L 7 A 3xx := 76 F M3xxw := A 3 , a .13.22 F M3xxwTot := F M3x?cw + F S3xxw Determine Governing load at each section (Main Floor) F Mayy := 4381 Seismic Governs FMbyy := 4623 Wind Governs Ft Ft Ft2 F M3)00 '_ [ (A R3)cx + A W3xx -I- F M3xxs = 1577.1 F M3xxsTot := F M3xxs + F S3xxs F M1xx := 2360 F M2xx : = 4223 F M3xx := 3087 Horizontal Wind Force F Mbyyw = 1480.64 F MayywTot = 3883.04 F MbyyW = 2220.96 F MbyywTot - 4623.36 FMlxxw = 687.44 F M1 xxwTot = 1802.84 Total wind load on S/L 5 F M2xxw = 1692.16 F M2xxwTot = 4223.26 Total wind load on S/L 6 = 1004.72 F M3xxw F M3xxwTot = 2420.42 Total wind load on S/L 7 Seismic Governs Wind Governs Seismic Governs A F3xx)• 15 •. 140 ]•Px Horiz Seismic Load S/L 7 F M3xxsTot = 3087 Total Shear on S/L 7 Horizontal Seismic Force (reference) Load from lower floor F MayysTot = 43 80.6 Load from lower floor F MbyywTot = 4733.4 Load from lower floor F M1xxsTot = 2360.4 Load from lower floor F M2xxsTot - 3784.2 Load from lower floor F M3xxsTot = 3087 s BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT Calculate Strength Requirements for Shear Walls: Force from "y" direction Shear Line S/L 1: S/L 2: Force from "x" direction S/L 5: S/L 6: S/L 7: S/L 1 Wall IA: Wall Uplift = Wall IB: Wall Uplift = f upM1A f upM1B 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 Length of Shear Wall (Ft.) L Ml := 8 + 10 f Ml :_ F Mayy L MI L =18 LM 4 +8 +5 +8 f = FMbSy L M2 L = 25 L 3.5 +4.5 +4.5 +3.5f := FMlxx L M5 L = 16 L Ml _ ( F Sa yy w 11.5 •16 L S1 11.5 Unit Load (Lb. per Ft.) L := 4 + 5 fM6 L L =9 L 4 +6.5 +7.5 fM : = L = 18 W M1A L 2 W SIA 2 F M3xx L M7 Hold Down Requirements for Main floor shear walls: Add uplift due to upper floor shear walls stacked above to uplift from main floor shear walls When calculating weight contributing to resistive moment, use tributary areas x 15 psf x 2/3 reduction = 10 psf L := 8 wall length, ft. W MIA 1720 wall weight + load supported, lb. (F mayyw L := 10 wall length, ft. W M1B 2150 wall weight+ load supported, lb. May" L8 Shear Wall Type Required See Schedule f = 243.389 P1 -6 f = 184.92 P1 -6 f = 147.5 P1 -6 f = 469.222 P1 -3 f = 171.5 P1 -6 H := 8 wall height, ft. f upM1A = - 201.938 No Additional Holddown Required H := 8 wall height, ft. L ' M1 W M1B L 2 f upM1B = 2235.532 Use MST60 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT S/L 2 S/L 5 Wall 2A: Wall Uplift = Wall Uplift= Wall Uplift = L := 8 wall length, ft. W M2A := 1 720 wall weight + load supported, lb. F Mbyyw L .8 L M2 W M2A f upM2A Wall 2B: L := 5 wall length, ft. W M2B := 1075 wall weight + load supported, lb. f up B : Wall 2C: L := 8 wall length, ft. W M := 1760 wall weight + load supported, lb. _ ( F Mbyyw L LM2 W M2C L 2 f upM2C Uplift at Main Floor from Upper Floor shear wall 5A and 5B: Wall Uplift = f upMS5A Uplift from Main Floor Shear Walls on Line 5 L 2 F Show/ 12 L 55 12 Wall 5A -D: L := 3.5 wall length, ft. Wall Uplift = WM5A 910 f upM5A F Sbyyw 11.5 •16 L S2 W S2A 11.5 2 •16 W S5A 2 wall weight + load supported, lb. FMlxxw L • 8 L M5 WM5A L 2 H := 8 wall height, ft. f upM2A = — 149.293 No Additional Holddown Required H := 8 wall height, ft. F Mbyyw 1).8 L M2 W M2B L 2 H := 8 wall height, ft. f upM2C = — 169.293 No Additional Holddown Required f upMS5A = 23.6 H := 8 wall height, ft. = —111.28 f upM5A No Additional Holddown Required f upM2B = 2825.677 Use MST60 1 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT x; S/L 6 Wall Uplift = S/L 7 Uplift at Main Floor from Upper Floor shear wall 6A: Wall Uplift = f upMS6A Uplift from Main Floor Shear Walls on Line 6 Wall 6A &B: L := 4 wall length, ft. Wall Uplift = Wall Uplift = W M6A 880 f upM6A Wall Uplift = f upMS7A f upM7A f upM7B F S2xxw 6.75 •16 L S6 W S6A 6.75 2 wall weight + load supported, lb. FM2xx •8 L M6 (FM3 4).8 F M3xxw L 8 L M7 L W M6A L 2 At east and west end of 2nd floor shear wall 6A and east and west end of main floor shear wall 6A, uplift is coincident Total Uplift = f upMS6A + f upM2A = 5430.352 Use MST60 Uplift at Main Floor from Upper Floor shear wall 7A &7D: F S3xxw 3.5 •16 L S7 WS7A 3.5 2 Uplift at Main Floor from Main Floor shear walls on Shear Line 7: Wall 7A: L := 4 wall length, ft. W M7A := 880 wall weight + load supported, lb. L M7 W M7A 4 2 Wall 7B: L := 6.5 wall length, ft. W M7B := 1430 wall weight + load supported, lb. W M7B 2 = 5579.644 upMS6A H := 8 wall height, ft. f upM6A = 3313.778 Use MST60 f upMS7A = 2973.386 Use MST60 H := 8 wall height, ft. f upM7A = 6.542 No Additional Holddown Required H := 8 wall height, ft. f upM7B = - 268.458 No Additional Holddown Required 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 1211/03 SHT Wall 7C: Wall Uplift = Basement Floor Weights y axis: Shear Line 1 Roof Area grid A,y -y = Wall Area grid A,y -y = Floor Area grid A,y -y = L := 7.5 wall length, ft. W M7C 1650 wall weight + load supported, lb. H := 8 f upM7C A Rayy := 0 A Wayy := 480 A F ayy : = 413 F M3xxw L l • 8 LM7 / WM7C Ft Ft Ft Shear Line 2 Roof Area grid B,y -y = A Rbyy := 0 Ft Wall Area grid B,y -y = A W :- 800 Ft Floor Area grid B,y -y = A F := • 413 Ft Weights x axis Lower Floor) Shear Line 5 Roof Area grid 1,x -x= ARlxx := 0 Ft Wall Area grid 1,x -x = A Wlxx :- 416 Ft Floor Area grid 1,x -x = A Fl xx := 182 Ft2 L 2 F Layys := (A Rayy + A Wayy + A Fayy) • 15 • .140 F Layys = 1875.3 wall height, ft. f upM7C = - 378.458 No Additional I3olddown Required F LayysTot : = F Layys + F Mayys + F Sayys F LayysTot = 6255.9 Total Horiz Seismic Load S/L 1 F Lbyys := ( Rbyy + A Wbyy + A Fbyy) • 15..140 F Lbyys = 2547.3 F LbyysTot := F Lbyys + F Mbyys + F Sbyys F LbyysTot = 7280.7 Total Horiz Seismic Load S/L 2 F L1xxs := (AR1xx + AWlxx + AFlxx).15•.140 F Llxxs = 1255.8 Horiz Seismic Load Zone 1 x -x 3616.2 F L1xxsTot := FLlxxs + FM1xxs + F S1xxs FL1xxsTot = Yh 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT '� Shear Line 6 Roof Area grid 2,x -x = Wall Area grid 2,x -x = Floor Area grid 2,x -x = Shear Line 7 Roof Area grid 3,x -x = A '= 0 Ft Wall Area grid 3,x -x = A W3xx := 368 Ft Floor Area grid 3,x -x = A F3xx : = 231 Ft WIND LOADS Lower Floor y axis Sail Areas: S/L 1 A ayy :- 64 S/L 2 A b := 64 x axis Sail Areas: S/L 5 A 1 , := 64 S /L7 A 3xx := 64 A = • = 0 Ft A W2xx := 416 Ft A F2xx 413 Ft See development of forces at end F L3xxw := A3,•13.22 F L2xxs : _ ( R2xx + A W2xx + A F2xx) • 15 • .140 F L2xxs = 1740.9 Horiz Seismic Load Zone 2 x -x F L2xxsTot '= F L2xxs + F M2xxs + F S2xxs F L2xxsTot = 5525.1 F L3xxs '= lR3xx+ AW3xx + AF3xx }'15•.140 F L3xxs = 1257.9 Horiz Seismic Load Zone 3 x -x F L3)0(sTot F L3xxs + F M3xxs + F S3xxs F L3xxsTot = 4344.9 Horizontal Wind Force F Layyw : - A ayy 13.22 F Layyw = 846.08 F LayywTot F Layyw + F Mayyw + F Sayyw F LayywTot = 4729.12 F Lbyyw := A byy• 13.22 F Lb yyw = 846.08 F LbyywTot '= F Lbyyw + F Mbyyw + F Sbyyw F LbyywTot = 5469.44 F L1 xxw = 846.08 FL1xxwTot = FL1xxw:= A1xx•13.22 F L1xxwTot := F Llxxw + FM1xxw 1- FS1xxw 2648.92 92 F L1xxsTot = 3616.2 S/L 6 A 2xx := 64 F L2aocw := A 2, • 13.22 F L2xxw = 846.08 F 5069.34 := F L2xxw + F M2xxw + F S2xxw F L2xxwTot = 5069.34 F L2xxsTot = 5525.1 FL3xxw = 846.08 F L3xxwTot .:= FL3xxw + F M3xxw + F S3xxw F L3xxwTot = 3266.5 Horizontal Seismic Force (reference) F LayysTot = 6255.9 F LbyysTot = 7280.7 F L3xxsTot = 4344.9 ... 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT II Determine Governing load at each section (Lower Floor) F L ayy := 6256 F Lbyy := 7281 Seismic Governs Seismic Governs Calculate Strength Requirements for Basement Shear Walls: Force from "y" direction Shear Line Length of Shear Wall (Ft.) S/L 1: S/L 2: Force from "x" direction S/L 5: S/L 6: S/L 7: Unit Load (Lb. per Ft.) LL : = 6 +12+8 ft. FLayy L Ll = 26 I ' L1 L 16 +12.5 L L 2 = 29 L L5 = 28 L = 11 LL = 21.5 F Lbyy f L2 : _ L L2 F L2xx L := 11 f L6 '_ L L6 L : = 1 0 . 5 + 1 1 f ;= FL3xx F Llxx 3616 Seismic Governs F L2xx :- 5525 Seismic Governs F L3xx := 4345 Seismic Governs L L7 Shear Wall Type Required See Schedule f = 240.615 P1 -6 f L2 = 251.069 P1 -6 • L L5 := 28 f := F Llxx f L5 = 129.143 P1 -6 L L5 f = 502.273 P1 -2 f 202.093 P1 -6 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668-3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT 1Z Hold Down Requirements: S/L 1 Hold Down Requirements at Foundation for Second Floor shear walls, Shear Line 1: Wall Uplift = Wall Uplift = Wall Uplift = Wall Uplift = f up 1 A ' Wall 1A: L := 11.5 wall length, ft. W S1A = 1380 wall weight+ load supported, lb. f upLS 1 A F Sayy L 51 L Hold Down Requirements at Foundation for First Floor shear walls. Shear Line 1: Wall 1A: L := 8 wall length, ft. W MIA = 1720 wall weight + load supported, lb. fupLM1A' f upLM1B ( FaYY M L•19 L' Ml L /F Mayy L 19 LMl L FLayy .4 L Ll 12 .19 WS1A 2 _ W LI A 2 WM1A 2 Wall 1B: L := 10 wall length, ft. W M1B = 2150 wall weight + load supported, lb. WM1B 2 Hold down requirements for basement walls: Wall 1A: L := 12 wall length, ft. W L1 A 3120 wall weight + load supported, lb. upLS1 A = 3278.522 Use HTT16 upLM1 A = 3764.389 Use HTT22 f upLM1B = 3549.389 Use HTT22 H := 4 wall height, ft. f up1A 597.538 No Additional Holddown Required 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT 1 S/L 2 Wall Uplift = Hold Down Requirements at Foundation for Second Floor shear walls, Shear Line 2: Wall 2A: L := 11.5 wall length, ft. W S2A = 1380 wall weight + load supported, lb. Wall Uplift = f upLS2A Wall Uplift = Wall 1B: L := 8 wall length, ft. W L1B 2080 wall weight + load supported, lb. f up1B Wall Uplift = f f upLM2A upLM2B F Layy 8 .4 L Ll W L1B 8 2 F Sbyy L L S2 L F Mbyy L1.19 L •19 W S2A 2 L 2 Hold Down Requirements at Foundation for Main Floor shear walls, Shear Line 2: Wall 2A: L := 8 wall length, ft. W M2A = 1720 wall weight + load supported, lb. W M2A Wall 2B: L := 5 wall length, ft. W M2B = 1075 wall weight + load supported, lb. - ( FMbyy L •19 L M2 W M2B L 2 H := 4 wall height, ft. f up1B = — 77.538 No Additional Holddown Required upLS2A = 3532.957 Use HTT22 = 2653.48 Use HTT22 f upLM2A upLM2B = 2975.98 Use HTT22 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT !� S/L 5 S/L 6 Hold down requirements for basement walls: Wall Uplift = Wall 2A: f up2A Wall Uplift = f up2B • Wall Uplift = f up5A '_ Wall Uplift = f 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 L := 16 wall length, ft. W L2A 4160 wall weight + load supported, lb. 1 F Lbyy 16 •4 L L2 / W L2A 16 2 Wall 2B: L := 13 WL2B :=4160 - ( F Lbyy 13).4 upLS6A L L2 W L2B 13 2 wall length, ft. wall weight + load supported, lb. Wall 5A: L := 28 wall length, ft. WL5A 7280 wall weight + load supported, lb. FL1xx 28 •4 L L5 28 F S2xx L 56 W L5A 2 Hold Down Requirements at Foundation for Second Floor shear walls, Shear Line 6: Wall 6A: L := 6.5 wall length, ft. W S6A = 840 wall weight + load supported, lb. L .19 WS6A L 2 H := 4 wall height, ft. f up2A = — 1075.724 No Additional Iolddown Required H := 4 wall height, ft. f up2B = 1075.724 No Additional Holddown Required H := 4 wall height, ft. = — 3123.429 f up5A No Additional Holddown Required upLS6A = 6704.296 Use HD10A Z ~ W 0 N CO MI W H U W W uQ co = a I- W Z = I- 0 Z I— W • W U 0 O - O I- W IL O Z W Z BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT 15 Hold Down Requirements at Foundation for Main Floor shear walls, Shear Line 6: Wall Uplift = Hold down requirements for basement walls: Wall Uplift = f up6A S/L 7 Wall Uplift = 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 Wall 6A &B: L := 4 wall length, ft. W M6A = 880 wall weight + load supported, lb. f upLM6A (F M2x, c L • 19 L M6 W M6A Wall 2A: L := 11 wall length, ft. W L6A 2800 wall weight + load supported, lb. Wall 7A&B: L :_ 10.5 f up7A W L7A := 1260 _ ( F M3xx 4 L M7 4 F L2xx 11 •8 L L6 W L6A 11 2 At west end of wall 2A, Holddowns from lower, main and second floors are coincident: Total Uplift = f upLS6A + f upLM6A + f up6A = 17797.7 Use (2) BD10A with 3 1/2" framing members (see sketch) At east end of wall 2A on main floor, Holddowns from main and second floors are coincident: Total Uplift = f upLS6A + f upLM6A = 15179.519 wall length, ft. wall weight + load supported, lb. •12 W M7A L 2 2 F L3xx L).4 L L7 W L7A L 2 upLM6A = 8475.222 Use HD10A H := 8 f up6A = 2618.182 wall height, ft. Use HTT16 Use (2) HD10A with 3 1/2" framing members (see sketch) H := 4 wall height, ft. f up7A = 1796.372 Use LTT131 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT / L SHEAR WALL SCHEDULE DESIGNATION DESIGN LOAD (lb /ft) DESCRIPTION P1 -6 250 1/2" plywood or OSB equal, w/ 10d nails @ 6" o.c. Anchorage: (2)16d @ 10" o.c. or 5/8" bolts @ 32" o.c. P1 -4 377 1/2" plywood or OSB equal, w/ 10d nails @ 4" o.c. Anchorage: (2)16d @ 6" o.c. or 5/8" bolts @ 24" o.c. P1 -3 492 1/2" plywood or OSB equal, w/ 10d nails @ 3" o.c. Anchorage: (2)16d ® 5" o.c. or 5/8" bolts @ 24" o.c. 3x members at adjoining panel edges P1 -2 • 631 1/2" plywood or OSB equal, w/ 10d nails @ 2" o.c. Anchorage: (3)16d @ 5" o.c. or 3/4" bolts @ 24" o.c. 3x members at adjoining panel edges P2 -6 508 1/2" plywood or OSB equal, 2 sides, w/ 10d nails @ 6" o.c. Anchorage: (2)16d @ 5" o.c. or 5/8" bolts @ 24" o.c. 3x members at adjoining panel edges P2 -4 754 1/2" plywood or OS13 equal, 2 sides, w/ 10d nails @ 4" o.c. Anchorage: (3)16d tr 5" o.c. or 3/4" bolts @ 24" o.c. 3x members at adjoining panel edges P2 -3 984 1/2" plywood or OSB equal, 2 sides, w/ 10d nails @ 3" o.c. Anchorage: (4)16d @ 5" o.c. or 3/4" bolts @ 20" o.c. 3x members at adjoining panel edges P2 -2 1262 1/2" plywood or OSB equal, 2 sides, w/ 10d nails @ 2" o.c. Anchorage: (4)16d @ 4" o.c. or 3/4" bolts @ 16" o.c. 3x members at adjoining panel edges Note: Nailing noted above is for panel edges and plate nailing (as indicated). Field nailing of remaining studs 10d at 12" o.c. G1 -7 100 Gypsum wallboard, 1 side, w/ 6d nails @ 7" o.c. (entire sheet) Anchorage: 16d @ 16" o.c. or 5/8" bolts @ 48" o.c. G1 -4 125 Gypsum wallboard, 1 side, w/ 6d nails @ 4" o.c. (entire sheet) Anchorage: 16d @ 12" o.c. or 5/8" bolts @ 48" o.c. G1 -4B 150 Gypsum wallboard, 1 side, w/ 6d nails @ 4" o.c. (entire sheet) Blocking Required Anchorage: 16d @ 10" o.c. or 5/8" bolts @ 48" o.c. G2 -7 200 Gypsum wallboard, 2 sides, w/ 6d nails @ 7" o.c. (entire sheet) Anchorage: '16d @ 8" o.c. or 5/8" bolts @ 48" o.c. G2 -4 250 Gypsum wallboard, 2 sides, w/ 6d nails @ 4" o.c. (entire sheet) Anchorage: 16d @ 6" o.c. or 5/8" bolts @ 48" o.c. 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT i HOLDDOWN SCHEDULE DESIGNATION DESCRIPTION ALLOWABLE DESIGN LOAD (lb) A LSTA9 B LSTA18 C MSTA36 D MST27 E MST37 F MST48 G MST60 H LSTHD8 J STHD8 K ST.IID10 L STHD14 605 1055 1995 2760 3815 4460 5800 M LTT19 1205 N LTT131 2185 O HTT16 3480 P HTT22 5250 6" Wall 8" Wall 1695 1695 2345 3195 3185 3725 4805 5785 Q HD10A 6935 (w/ 2 1/2" thick end studs) 9540 (w/ 3 1/2" thick end studs) 9900 (w/ 5 1/2" thick end studs) R HD14A 11080 (w/ 3 1/2" thick end studs) 13380 (w/ 5 1/2" thick end studs) S HD15 15305 (w/ 5 1/2" thick end studs) ABOVE HOLDDOWNS ARE SIMPSON STRONG -TIE REFERENCE SIMPSON CATALOG C -200 WOOD TO WOOD CONNECTION CONCRETE STRAP (Based on 2000 psi Concrete) BOLTED TO CONCRETE NAILED TO STUDS BOLTED TO CONCRETE BOLTED TO STUDS Development of Forces: Calculate p: A b: =896 Lower Floor Seismic Force y direction: x direction: 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 F xmax ymax :_ F xtotal F ymax := 2887 F ytotal := F L ayysTot • F LbyysTot F ymax / 20 r max := p: =2 F ytotal \ r max'i b F xmax 5525 xtotal := F L1 xxsTot + F L2xxsTot + F L3xxsTot F xtotal = 13486.2 20 p: =2— r max' b Z :- .3 Table 16 -I for zone 3 C a :_ .36 Table 16 -Q for Soil typeSD R :_ 5.5 Table 16 -N V =j3) V = (.196)(W) PwL C eL' C gL'gsL' 1 wL PwL= 13,218 psf 3•C BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL — 0.196 p = 0.369 FILE 031111 BY T.W. DATE 12/1/03 SHT f F ymax = 2887 F ytotal = 13536.6 p = —1.133 Therefore use p =1.0 (y direction) F xmax = 5525 Therefore use p = 1.0 (x direction) R For Allowable Stress Design V = V / 1.4 = (0.140)(W) Wind Main Level: Second Floor: C eL ::: .62 Table 16 -G C eS := .67 Table 16 -G C qL := 1.3 Table 16 -1-1 C qS := 1.3 Table 16 -H q sL 16.4 Table 16 -F (80 mph, Exp B) g sS := 16.4 Table 16 -F (80 mph, Exp B) I wL :- 1 Table 16 -K I wS := 1 Table 16 -K P wS '= C eS' C gS'gsS' I wS P wS = 14.284psf 4 BROOKS DESIGN CLAUSEN RESIDENCE ADDIT10N /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT I Beam L Beam Length = L := 17.12 For LVL Beam Minimum I = 17017 - 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 VERIFY FRAMING MEMBERS The following Design Loads will be considered: LL :- 40 Live Load (floor), psf RL 25 Live Load (roof), psf DL := 15 Dead Load, psf Allowable Stress: Beams 5x5 and Larger F dfl := 1350 E dfl : = 1600000 Douglas Fir No.l F df2 := 875 E df2 := 1300000 Douglas Fir No.2 F hfl := 1050 E hfl : = 1300000 Hem -Fir No.1 F hf2 := 675 E hf2 : = 1100000 Hem -Fir No.2 F psi := 2900 E ps i := 2000000 2.0E Parallam, PSL F lvi := 2600 E lvi := 1900000 1.9E Parallam, LVL ROOF BEAMS Uniform load on beam: Dead Load: Live Load: Bending Moment: For 11 7/8" LVL x 1 3/4" I 11.875 244 PDL C 14 � 81 1 .(DL) PLL (1 + 8 L .(LL) • 2 2 12 M (P DL + P LL) ' 8 5'PLL'L 5 ' � + PDL).L I 1 := 1 I 1 = 767.979 I := (-11 ) I = 703.981 384.E Ivl 3 J 384.E 11.4 / Beam loaded with Live Load Beam loaded with LL + DL Imin := if(I >I I = 767.979 I min 1 11.875 M S min := S min = 100.872 F Ivl End Reaction = R L : - P DL P LL R L = 5142.5 2 Beams 2 to 4" thick F df3 := 1000 E df3 := 1700000 Douglas Fir No.1 F df4 '= 875 E df4 1600000 Douglas Fir No.2 F hf3 := 950 E hf3 := 1500000 Hem -Fir No.1 F hf4 850 E hf4 1300000 Hem -Fir No.2 F stl 20000 E sti : = 29000000 Steel Beam F gib := 2400 E g ib := 1600000 Glu -Lam 24F -V4 P = 2805 lb. P LL = 7480 lb. M = 262267.5 lb.in. - 3.147 4.1.75 =7 Use 7x11 7/8 LVL I = 976.8, S = 164.52 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT Beam M Beam Length = L := 11.12 For LVL Beam Uniform load on beam: Dead Load: p DL := (14 )DL) 2 2 12 p DL = 1815 lb. Live Load: P LL : = l 14 — L •(LL) P LL = 4840 lb. 2 2 12 Bending Moment: M :_ ( DL + P LL) 'L M = 109807.5 lb.in. 8 5•p I 1 := I 1 = 208.056 384.E I 360 Minimum I = For 11 7/8" LVL x 1 3/4" 111.875 244 P DL + P LL End Reaction = R M : - R M = 3327.5 2 0 •• Beam P: Same as Beam 0 Use C6x8.2# 1 min '= if(I1 >I2,I1 I2) I :_ I min = 208.056 I min S min := S min = 42.234 F lvl 3 RL•L 48.E St!. 360 I 0 = 3.064 Posts 16a at each end of Beam 0: Use TS 21/2 x 21/2 x 1/4 5'(PLL + PDL)•L = 0.853 1 11.875 S 384•E 1v1 (—L 240 Beam loaded with Live Load Beam loaded with LL + DL M0 0 '_ F stl 2.1.75 = 3.5 S =3 I = 190.718 Use 31/2 x 11 7/8 LVL I = 488.4, S = 82.3 To Support outboard ends of Beams L and M, land Posts 16 and 18 respectively on a steel header (Beam 0). Support Beam 0 at each end with Posts 16a. Posts 16a will land on a steel beam (Beam P) below the window and transfer the load back to a single column at it's center which in turn will run to bearing (see sketch). For design, use load at end of Beam L which is maximum: R L = 5142.5 lb. Column 16 and 18 are 4x4 posts Span across window = L : = 4.12 RLL Beam 0: M M0 = 61710 in.lb. 4 Use C6x8.2# I =13.1,5 =4.38 17017 – 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT Beam K For LVL Beam Bean Length = L := 3.12 Concentrated Ioad on beam: P c := R M+ R L P c •L Bending Moment: M M S :_ lvl 4 P L 48.E 1v1 (-11 36 I 1 = 43.331 S min = 29.319 I -- – 0.774 For 9 1/2" LVL x 1 3/4" I 7.25 := 56 P c End Reaction = R K 2 Beam H Beam Length = L := 4.12 Uniform load on beam: Dead Load: P DL := C 2 / • i • (DL) P DL = 330 lb. Live Load: P LL (2 / • 2•(LL) P 880 lb. Bending Moment: M :_ (P DL + P M = 7260 lb.in. 8 For LVL Beam 5 •P LL•L 5 ' ( LL + P DL) .1- 3 I := I = 8.64 I 384E (360) 384.E hf2 (240} Beam loaded with Live Load Beam loaded with LL + DL Minimum I = I min if (I i>12 , 1 1 , I 2) I min = 8.64 S min := M S min = 10.756 F hf2 1 7.25 P 1.7L i" P LL R =4235 End Reaction = R H •- R PI = 605 2 Hanger at connection to Beam E, Use L11S46 minimum P = 8470 lb. M = 76230 lb.in. 2.1.75 = 3.5 Use 3 1/2 x 7 1/4 LVL I =112, S =30.89 I = 7.92 Use 4x8 HemFir #2 I = 123, S =32.2 17017 - 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -38B2 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT Beam J Beam Length = L := 4.12 For HemFir #2 Beam Beam E L =14.12 P Uniform load on beam: Dead Load: Live Load: Bending Moment: u S min '_ 5'P LL•L I1 : 384.E 1�f2 (-11 3 Minimum I= End Reaction = ( - 3 + 4 ) . 2•( + LL) + 2 M:- P u' L b + P cl' a 1'1 + P c2'a2'b2 8 L L I min = 765.684 M F lvl S min = 97.103 P = (ii'..)..(DL) PLL ( M ( +PLL }•L M = 7260 lb.in. 8 I =8.64 1 Beam loaded with Live Load Beam loaded with LL + DL Imin :- if ( I 1 >I ' I min = 8.64 S min - M S min = 10.756 F hf2 R PDL +PLL R =605 2 Hanger at connection to Beam E, Use LUS46 minimum 5' (P LL + P DL) • L3 384.E hf2 (- 2 P u = 8225 Uniform Load, Lb. := R P c1 = 605 Concentrated Load from Beam H P c2 '= f dn7A P c2 = 1988.214 Concentrated Load from shear wall 7A Concentrated Load Location: a := 36 b 1 := L - a 1 x := L Location of - 2 deflection a =42 b :=L-a M = 252466.607 lb.in. 5.P u .1_, 3 P al (L —x) I min '_ + , { 2•L•b l - b l 2 - (L - x) 384.Elvl'(360) 6.E lvl'( 1 1 L 2] Use 5 1/4 x 14 LVL I= 1200.5,5 =171.5 P 330 lb. P 880 lb. I 2 = 7.92 Use 4x8 HemFir #2 I =123, S =32.2 P a (L- x) [2.L.b -b (L -x) 6•E 1v1' 360, L MmNYtWiW *Witt=i'MIXRU4K'1=C'==1 M N79Y5LR H.ttoMPrOr tWSAYf't!M.IIM+!F4xPVMPOSSIVOitM3.. WM°'•' 17017 - 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT L1? Beam F End Reactions: L := 14.12 P := (3 + 141 L .(DL + LL) -f- L •8•DL P = 8 2 2 5 II \\ 2 2 //II 12 12 P c1 R J P cl = 605 Concentrated Load from Beam H P c2 f dn7A Concentrated Load Location: min 'min = 765.684 M min F lvl End Reactions: M ; _ Pu' + P cl' a l' b 1 + P c2' a 2' b 2 8 L L 5P 384•E L lvl 360 P a1 b2 R EL : 2 + +Pc2 L P b a2 R ER' = 2 + Pcl' L +P c2 L P = 1988.214 Concentrated Load from shear wall 7B (same as 7A) a 1 := 36 a : =42 P a l (L -x) r2L.b - b1 (L -x)2] 6'E IA L L l 360 S min = 97.103 b =L -a1 b =L -a2 P al b2 R FR' = 2 + +Pc2 L P b a2 R FL := 2 +Pcl' L + P c2; L R EL = 5733.304 Left end reaction R ER = 5084.911 Right end reaction L Location of x ' 2 deflection M = 252466.607 lb.in. Hanger at connection to Beam G, Use HGUS5.50 /14 Uniform Load, Lb. P a2 (L -x) [2•L•b2- b2 -(L -x L 6'E 1v1. 360 L Use 5 1/4 x 14 LVL I= 1200.5,S =171.5 R FR = 5733.304 Right end reaction R FL = 5084.911 Left end reaction 17017 - 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT —1 Beam G L := 3.12 P :_ (.1 + �•8•DL z Z re W J U O 0 U 0 J H N W W 0 2 tL N d 3 = I min = 5P + P cl a (L -x) [ 2.L.b 1 _bl ZH 384•E df2' (360) 6•E dfl (360� L Z O W W S min := M S min = 60.21 6x10 D.Fir #2 is OK U 0 F df2 I = 392.9, S = 82.73 But, OD H Use 31 /2x14LVL due to W W hanger requirement for Beam F F" H P b W Z R R GL := 2 + P cl L R GL = 4579.702 Left end reaction U= R. R GR := 2 + P cl • L R OR = 2668.601 Right end reaction Z '= R FR I' ui = 5733.304 Concentrated Load from Beam F Concentrated Load Location: End Reactions: a: =12 8 L b: =L - al P = 1515 L Location of x ' deflection : P u i ' + P cl a l b l M = M = 52683.929 lb.in. Uniform Load, Lb. 17017 - 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT ZS FIRST FLOOR BEAMS Beam A L := 6.12 P :_ (- + 141 L ,(DL +LL) 2 2 J 12 P cl ' = R FL + R ER P cl = 10169.821 Concentrated Load from Beam F and E Concentrated Load Location: a 1 := 30 b 1 := L - a Beam B End Reactions: Smin M F psi P b R ._ 2 t P cl P a RAR' 2 + L := 14.12 P : =0 P := RH P = 605 Concentrated Load Location: a := 36 M:= PuL +Pcl'al'bl M= 219551.875 lb.in. 8 L 5.P Peva 1•(L - x) Imin :- + [2.L.b 1 - b 1 2 - (L - x ) r min = 246.054 384 E psi- (L) 6 E ps1' 360) M := P u L P cl al b1 + M= 17112.857 lb.in. 8 L 5•P P cl•a1.(L -x) 2 1 ' min + [2.L.b - b 1 2 (L - xI2 min = 70.262 384 E hr2• ( 3 6 E hf2 360� L M S mini F hf2 P u = 4620 L Location of x ' 2 deflection Uniform Load, Lb. Use 7 x 91/4 PSL S min = 75.708 I= 460, S = 99.45 R AL = 8242.396 Left end reaction R AR = 6547.426 Right end reaction Concentrated Load from Beam F and E P u = 0 Uniform Load, Lb. L Location of b 1 := L - a 1 x= 2 deflection S min 25.352 Use 4 x 8 HemFir #2 1 =123, S =32.2 :1 17017 - 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT 2(rt P ct u a End Reactions: R BL := - 2 + P cl L Hanger at connection to Beam A, Use LUS46 minimum Main Floor joists on west side of staircase support bearing wall from second floor landing perpendicular to joists: Joist Length = L := 14.12 P := 166 .14• (DL + LL) P u = 1026.667 Uniform Load, Lb. 12 : 1 2 5 12 (DL +LL) + ( Concentrated Load Location: a := 36 b 1 := L - a 1 End Reactions: For 3 1/2 x 7 1/4 LVL added adjacent to each joist: S min R joistL R joistR S min F lvl 2u Pc1 I ' M F df2 P cl = 545 R BL = 129.643 Left end reaction R BR = 475.357 Right end reaction S min = 42.258 Concentrated Load from bearing wall above L Location of x ' _ 2 deflection M PuL +Pcl'al'bl M = 36975.714 lb.in. 8 L 5'Pu•L3 P a 141' x) 21 For Existing D.Fir #2 joists: I min L + L [2.L.b - b 1 2 - (L - xI m in = 158.039 384•E d{2• 360� 6.E dfZ ( L For 2x8 D.Fir I = 52.7, S =14.06 IN R AL = 8242.396 Left end reaction R AR = 6547.426 Right end reaction 5•P I min '_ + Pcl a 1.(L - x) [ 2.L.b 1 - b 1 2 - (L - x ) T min = 108.132 384•E i .L �360� 6 E lvl' (360 M S = 14.221 For 3 1/2 x 7 1/4 LVL: min I =112, S =30.9 ADD 31/2 x 7 1/4 LVL ADJACENT TO EACII EXISTING 2x8 JOIST BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT ? 7 Beam C Beam Length = L := 5.5.12 Uniform load on beam: Dead Load: For D.Fir #1 Beam Beam D End Reaction = For D.Fir #1 Beam I P Bending Moment: M End Reaction = 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 384.E dfl (- 3 M S min F dfl 5P M S min '_ F dfl P RC: =- 2 Beam Length = L := 5.5.12 Bending Moment: M 5P 384.E dfl (-11 3 P RD: =- 2 R joistR u 16 8 I = 49.565 S min = 23.735 R C = 1941.942 Uniform load on beam: Dead Load: P u := R3oistR 8 16 P I 1 = 49.565 S min = 23.735 R D = 1941.942 P u = 1026.667 lb. M = 32042.042 ib.in. Use 4x8 D.Fir #2 1= 123, S =32.2 P u = 3883.884 lb. M = 32042.042 lb.in. Use 4x8 D.Fir #2 I =123, S = 32.2 W 6 00 0 0 J = CO u. W O 2 Q I I- al Z I ZI- W U c O N O E- W W ▪ O Z O CD W 1- = .. O ~ Z BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT ? i ") CALCULATE ALLOWABLE LOADS FOR COLUMNS (POSTS) Column Loading perUBC Section 2307 For 6x6 D.Fir Actual column length = 1 c := 96 Buckling Factor K e := 1 K cE := .3 ( =.3 for visually graded) F c := 1300 allowable compression parellel to grain d := 5.5 minimum column width l = 17.455 (max = 50) F allow '= F c' Actual maximum compressive load on wood columns = For 4x6 D.Fir Actual column length = Buckling Factor 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 1 t ( F. cE 1 + ( F cE -2 F cE — j F F F 2.c 2•c c 1 =96 K e := I K cE :_ .3 ( =.3 for visually graded) F c := 1300 allowable compression parellel to grain d := 3.5 minimum column width l = 27.429 (max = 50) F allow • '= F F. 1 + F cE F i 2•c 1 -t- F cE F 2•c 2 F cE F c E := 1400000 c : =.8 F allow = 924.139 psi ( 5.5.5.5) •F allow = 27955.213 Equivalent Length = I e := K e •1 c E := 1400000 c: =.8 FcE 2 KcE' F = 558.268 e 2 F allow = 416.809 psi Actual maximum compressive load on wood columns = (3.5.5.5 )•F allow = 9563.567 Equivalent Length = 1 e := K e .1 c c =.8 (sawn lumber) c =.85 round timber piles c =.9 GluLam timbers F : K c E E F = 1378.581 ( 1 ) 2 e a c =.8 (sawn lumber) c =.85 round timber piles c =.9 GluLam timbers 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 S HT Z_i For 4x4 D.Fir Actual column length = 1 c := 96 Buckling Factor K e := 1 K cE :_ .3 ( =.3 for visually graded) F c := 1300 allowable compression parellel to grain d := 3.5 minimum column width le = 27.429 (max = 50) F allo w ' = F 1 + ( F FcE F 2•c For (3) 2x6 Actual column length = 1 c •= 96 Buckling Factor K e := 1 K cE :_ .3 ( =.3 for visually graded) F c := 1300 allowable compression parellel to grain d := 4.5 minimum column width L .- = 21.333 (max =50) F allow '= F c' 1 + ( F FcE F 2•c -2 1 + F cE F OE F F 2•c c 1+ ( F FcE F 2•c 2 F cE F c Actual maximum compressive load on wood columns = Equivalent Length = 1 e K e.1 c E := 1400000 c ._ .8 K cE•E F cE : 2 l d F allow = 496.809 psi Actual maximum compressive load on wood columns = ( allow = 6085.906 Equivalent Length = 1 e := K 0 .1 E := 1400000 c := .8 FcE : = K cE' E FcE = 922.852 2 ( —!i d F allow = 733.179 psi (4.5.5.5) •F allow = 18146.183 c =.8 (sawn lumber) c =.85 round timber piles c =.9 GluLam timbers F = 558.268 c =.8 (sawn lumber) c =.85 round timber piles c =.9 GluLam timbers �..a... iK� .r:7wM:»'ua+.Gl{�,'.Y',r'+S'u: { W i.Yr•N.'•: w r +� -.-. . 17017 - 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031111 BY T.W. DATE 12/1/03 SHT 3 For (3) 2x4 Actual column length = I c := 96 Buckling Factor K e := 1 K cE :_ .3 ( =.3 for visually graded) F c := 1300 allowable compression parellel to grain d := 3.5 minimum column width le = 27.429 (max = 50) F allow := F c - F -36 E := 29000 1 ( j F 2 -c For TS 2 1/2 x 21/2 x 1/4 From ABC, for steel column: ForKxL /R <Cc: 1+ F cE (—. F 2•c 2 ksi, yield strength for steel ksi, Modulus of Elasticity for steel A := 2.09 r := .899 C F :- F cE F Actual maximum compressive load on wood columns = c K•L 2 1 r S 2-C C2 Allowable compressive load = Equivalent Length = 1 e := K 1 c E := 1400000 c := .8 F cE = K cE 1 e 2 d F allow = 496.809 psi ( 4.5.3.5) •F allow = 7824.737 L :- 96 K := 1 KK L = 106.785 r g 2.7c c C c = 126.099 Y F c =.8 (sawn lumber) c =.85 round timber piles c =.9 GluLam timbers FcE = 558.268 in., unbraced length of column F 12.101 ksi 3 K•L IC -L 3 5 r g ( T ) g F a • 1000 = 12100.528 psi 3 \ _ I + 8 -C 3 c 8•C F a • 1000 • A x = 25290.103 lb Z `~ W ce 6 J U UO N W 11.1 J i- H W O g a co = I-- ILO Z= 1— O Z U O N 0 1— W W H 0 L'O .. W 01— BROOKS DESIGN CLAUSEN RESIDENCE ADDITION /REMODEL FILE 031 111 BY T.W. DATE 12/1/03 SHT �� G POST SUMMARY Post # Load 1 R AL = 8242.396 2 R EL = 5733.304 R G = 4579.702 R BL = 129.643 17017 — 102nd Ave. S.E. Snohomish, WA 98296 Phone: (360) 668 -3882 3 4 5 R BR 1 R AR + R C= 8964.724x6 6 R J = 605 4x4 7 R G = 2668.601 4x4 8 R +R 3883.884 4x4 9 (R +R =4235 4x4 2 Size 4x6 4x6 4x4 4x4 10 R L = 5142.5 4x4 1 1 R M = 3327.5 4x4 12 R D = 1941.942 4x4 13 (R L + R M • 1 = 4235 4x4 2 14 R ER + R FL = 10169.821 TS 2 1/2 x 2 1/2 x 1/4 (see detail) 15 R H = 605 4x4 16 R L = 5142.5 See steel frame detail 17 R L + R M = 8470 4x6 18 R M = 3327.5 See steel frame detail cw'2t•tt^\ Grloc v 1N'?2S --i v1gQ 1 i co } — Z∎V XQ 3?5 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. /11-0 I .� 15 1 2 \J FLOOR FRAV I\G 0 O O 11 .. u�. urovi.. wuaT+. eMr. e' n4r�'+/ M✓ N4./ w-. Jrw�w... �. vf.: ruN+f.JrR»AwhMN&V .+rw....,... J z Z f ~ z cc 6 JU 00 co Lu J = CO u_ WO } D LL < I 1- W z= 1- O z I- w • w U � O D- O 1— W W I F- u' O z W — • I O z l..`! L AG SACEha TO EACH 2.? e .10(ST LIl =t� .2I 1 .4 l� ,•Ili•( L .4o txTS N tLT z, Xv v.: x .10 /+FfJ 4 rs.I T ax6 .3 o tsi joint load rom above\ Bet/ VJALI. �xa r..I1 SLOt e- r r PI-190Q...,5 Of STS_ (2) Rvcc e Zoe_ point load from above (1 4) 15 _ A C/ 12 1 1ST PLOCR FRA N-Drr '3 t.)4 lye IN L 1 3 I9 X 'I4 l>1L, V I\ 11 z Z I" ~ W 00 co J H U) IL, w J u)? a = W H = Z O W I— u i U� ON 0 I— W W H 0 L" O Z W U= O ff '" z C CL d o I i S TO 5743% t.t„. J (EA Pk-Ca 13 0 I IWST,4U_ TO LE kNE vr- \Al (Tµ As TO 1,4 / // — 00\13 FLOOR PLA\ 2 • FIRST FLOOR PLA\ • •• ' 4./41i war4 T `■'". • J..i ,' /'''' FO 2 4 10 A „ L 9 \DATIOVBASF 1 ivtal E. IN Au_ e.a„. TO LA Kt. f..•.= \N f T .".- A L.L.c A,C/'L! E V AUL) I'wiF f DEE p \T PLA\ • \/'J U_ AD w Ec.crilz 1E NI TrD SA.S15,1-117.v..t.rt SEC_T (ON A-4 I SREASe. LL I AtA. ../ r•• &•:5,1 4 .4W = .#4 , 4Z 4 ;, . I (IT) A I. . .„... -, ty : ., / ., LL t-4 t.• 7-. i )7!)(>-- (I I . lis 1> F. , ‘s, FE-VN N,N . .. . .f . . . . . HR t - - , 1 1 1 ..... . . , . k ,...", i• '.. i?), 4 , - . , . • . . i i ,.' • / i ,- .if ;, • r. 6 .1' • --.• 1 - i • ., 1 .. ... • I, ., .. 1.• .1 .1 .gio.. •.. . : 1 ,. v, •, t.. .,. ...,1 .1.. SEr T [0i%•N cls 1 es S \?, .t.,_ , 1 , i i i i i 1 f 1 e -, "- r ...L EITA 1 1 . El. - .- FA.' 1 1 1 • 1 itkF A1 A 1 ,t F 14 T5 2 4.7. 1 /y EA 4. SSE •i• r -- Ft_ifivy . • ,•• • • '.• `to • CL ,--* (1 \. • 11 I It - Lk K 4,, EA Di: BC- T tir_L) vm - EA1 ,■■• I TS a iy sz.(cF') I 0 e..6:1) 1T' GSGSSffTS TO Ctp tv tv. Tc FF.2 43. E--t 1 " - -r CAP EI4 b OF TS 2-2.: v.'/ " r. FA, S ( DE f 7 ' 1 ,1,1 " 1. 5 IP 11:?: H /el - 1"f;;, F KAt\l\E 5k3F & FAT-1 ( rf 00 LT IiLL • • I t0 SE Am E F 0 0 ,121.1 D 1�-- %eta - 5 , S x /8 E 4 , E c o P E c l ►' O NJ bETA t �.. .: �i>.:.t:�c.:�i,:;.,o:a •• J..e4u$.: ��.`. .;�,: . 'r;�: :{: "e a� ., r;!..7', <, }:•+ =u.:: LOT AND BUILDING INFORMATION • • • • OWNERS MICHAEL S. CLAUSEN & DIANA M. CLAUSEN ADDRESS 4402 SOUTH 164th STREET TUKWILA, WA 98188 PARCEL ID NUMBER 537980 - 0600 -09 LEGAL DESCRIPTION THE SOUTH 112 FEET OF THE WEST HALF OF LOT 34, BLOCK 5 McMICKEN HEIGHTS (UNRECORDED) KING COUNTY, WASHINGTON • SCOPE OF WORK 2nd LEVEL — REMODEL (2) EXISTING BEDROOMS. REMODEL (1) EXISTING BEDROOM TO CREATE A MASTER BATH AND CLOSET, DECREASE PITCH ON ON BACK ROOF TO INCREASE HEAD HEIGHT. • CLEARING & GRADING TOTAL EXCAVATION = TOTAL UNUSABLE SURPLUS = TOTAL IMPORT = TOTAL GRADED AREA = • ZONING LDR FRONT SETBACK SIDE SETBACK REAR SETBACK MAX. HEIGHT • IMPERVIOUS COVERAGE = 20 ft = 5 ft = 10 ft = 30 ft O cuyd 0 cuyd 0 cuyd O sqft RESIDENCE = 906 sqft STEPS, PATIOS, & WALKS = 750 sqft COVERED PORCHES = 83 sqft EXIST. CARPORT /SHED = 570 sqft PAVED ADJACENT DRIVE = 420 sqft TOTAL = 2729 sqft STRUCTURE COVERAGE = 1559 sqft LOT SIZE = 8400 sqft % IMPERVIOUS COVERAGE = 32.50 % STRUCTURE COVERAGE = 18.6 < 32.625* * 0.35— (19x0.125) = 32.625% (PER 18.10.057) INDICATES ADDITION ON SECOND LEVEL • If) N 3 w - w ) 3Z LC) U- 0) 0 CO 3 0 0 � 3 30 N ]X BUILDING AREAS EXISTING BASEMENT 1ST FLOOR 2ND FLOOR TOTAL w0 <N m O N. n 0 w 9.5 O -J CO m EXISTING PORCH 0 EXISTING CARPORT ON SLAB 27' = 906 SOFT = 906 SOFT = 560 SOFT = 2372 SOFT HEATING SYSTEM — NATURAL GAS FORCED AIR DRAINAGE — DISCHARGE FROM FOOTING DRAINS & DOWNSPOUTS FLOWS TO EXISTING SYSTEM. In N I- tC w M wCO CONCRETE PATIO 0 I{II EXISTING EAVE LINE C 1. EXISTING WALL LINE S 00'15'50” E - 112' 9. 3 NEW 32' 5 BSBL EXISTING WIRE FENCE 2ND FLOOR = 209 SOFT CONCRETE WALK c° I 5. EXISTING EAVE LINE N 00'15'50" W - 112' _ are, REMODELED TOTAL = 209 SOFT O GRAVEL DRIVE N RECEIVED CITY OF TI1KWII A DEC 1 5 2003 PERMIT CENTFF EXISTING 2 -STORY 33' CONCRETE WALK I EXISTING IENTRY J m HEDGE 2ND FLOOR = 487 SOFT GRAND TOTAL = 2581 SOFT 3gti w 0 w 30' SITE PLAN- S. 112' OF THE W. HALF LOT 34, BLOCK 5, McMICKEN HEIGHTS, KING COUNTY, WA Z = F �~ W Ce JU U N D -I_ CO L w LL Q = � W Z W O • W U O — C1 IH W W W Z • CO 0 Z Building Department Use Only Permit #: 1703.0.4564- Notes: AECEWVEU CITY OF TUKW II_A n 1 -. 2003 Ceilin g z Vaulted Ceiling Wall Above Grade FILE COPY Wall 4 Below Grade Floor Option Glazing Area o /o of Floor Glazing U- Factor Door9 U- factor Ceilin g z Vaulted Ceiling Wall Above Grade Wall 4 Below Grade Wall 4 Below Grade Floor Slab4 G Vertical Overhead IV. Unlimited Group R -3 Occupancy Only 0.40 0.58 J 0.20 R -38 R -30 R -21 R -2I R -10 R -30 R -10 1 Site Information p Lot: i o v' 1 1P 1 o C La+ 34- Address: 44O2- SbU iJ 6:4-t Sf City:111 State: WA Zip: `301 i3 a Contact: _r l G . BP — o ©*-S Phone: 4 C33/ 12.96 Phone 2: Fax: 4ZS 03/ 12.6,o WSUCEEP02 -141 Prescriptive Approach - Simple Form For the Washington State Energy Code (2001 Second Edition) Climate Zone 1 Table 6 -1 PRESCRIPTIVE REQUIREMENTS " FOR GROUP R -3 OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazin Option Onlvl See the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6 -1, Option IV. 4N 2 1 2004 ✓ The project will meet all other provisions of the WSEC and VIAQ. AS ivorso The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. One door, that is 24 ft. or less, that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option IV only. Location of the door(s) taking this exception Copied by permission from the Washington State University Cooperative Extension Energy Program Copyright 2002 Prescriptive — Simple Form — Climate Zone 1 Pry p� F Tu�D ��vjt� R 12/23/2002 �i,lrn'fT3u:.ket' Copyright Restrictions AD other rights reserved. Prescriptive Approach Simple Form for the Washington State Energy Code (2001 Second Edition) Climate Zone 1 December 2002 WSUCEEP02-141 Effective 1/1/03 Copyright: Washington State University Cooperative Extension Energy Program [C] 2002 Funding for this form was provided by: U.S. Department of Energy Northwest Energy Efficiency Alliance Washington State University Cooperative Extension Energy Program 925 Plum St. SE Bldg. #4 P.O. Box 43165 Olympia, WA 98504-3165 COOPERATIVE EXTENSION WASHINGTON STATE UN !VMS!" 1 'V ENERGY PROGRAM 06 -07 -2005 MICHAEL CLAUSEN 4402 S 164 ST TUKWILA WA 98188 RE: Permit No-- nn 4402 S 164 ST TUKW Dear Permit Holder: Guy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 07/12/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D03 -384 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D03 -384 DATE: 8 -13 -04 PROJECT NAME: CLAUSEN RESIDENCE SITE ADDRESS: 4402 S 164 ST Response to Incomplete Letter # X Revision # 3 After Permit Issued Original Plan Submittal Response to Correction Letter # DEPARTMENTS: t)( S Bui in Division Public Works Complete Documents /routing slip.doc 2 -28 -02 PLAN R � SLIP n APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES /THURS ROyTING: Please Route 71 Structural Review Required n n 1M 8 -i9 Planning Division Permit Coordinator DUE DATE: 8-17-04 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 9-14-04 Approved U Approved with Conditions U 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: . ..��,. —c. �...c��.... .•hl,.Y �-.. .4r.�M�.��f,.,.i�v�r :�. ...ai7n d. �.. t' h. C, �F .Yrl�i�,>.G31w4�`Gx:L;Y.��Gi:� Y1 NJ niOiiaYl�r ACTIVITY NUMBER: D03 -384 PROJECT NAME: SITE ADDRESS: CLAUSEN RESIDENCE 4402 SOUTH 164 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 DATE: 03 -18 -04 afte permit is issued DEPARTMENTS: Af 3.2� Buildir 6ivis ion Public Works ❑ TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS 0 CORRECTIONS: PLARWEVRMING SLIP Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -25 -04 Complete [d Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: DUE DATE: 04 -22 -04 Approved 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: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY Documents /routing sllp.doc 2 -28.02 PERMIT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -384 DATE: 02 -23 -04 PROJECT NAME: CLAUSEN RESIDENCE SITE ADDRESS: 4402 S 16 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after /fie permit is issued DEPARTMENTS: PeP A Z' Building Diiriis on Fire Prevention ❑ Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -24 -04 Complete [ Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROJ JTING: Please Route ,DIA Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved [ Approved with Conditions ❑ Not Approved (attach comments) El Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Planning Division ❑ Permit Coordinator DUE DATE: 03 -23 -04 Not Applicable El DATE: PERMIT COORD COP\ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -384 PROJECT NAME: CLAUSEN RESIDENCE SITE ADDRESS: 4402 SOUTH 164 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: � iv, IL- ! &'c Building Division ® Fire revention Publi cA' (arks • Structural Documents /routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: PERMIT COORD COPY DATE: 12 -15 -03 CP ALL /Z -1c Planning Division 1:2t Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -16 -03 Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route Di Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -13 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision No. , Date I Received Staff Initials Date I Issued I Staff Initials Revision • No. Date + Staff Received 1 Initials I Date { Issued ' Staff ( Initials teals ! Staff i Initials l 1 -23- 0 V S'rd'S I Oa )7/6 , c;� Staff Initials Summary of Revision: Nertcl Doove.a0y / 4 soy --�� , �9/� b�y� -Prize/0 :,..: n 2) - ,ee/t4 'c s n .e..e,, .ems 3 .„,} s-9-.n65 .4 Received By: _ ,p,� (j2C g � s I acs- Revision No. Date Received Date Received Staff Initials ! Staff i Initials Staff Initials Date .. Issued /4.01 Staff Initials Summary of Revision: . /ff /4 ti i le - DV 5 o--3-/-or I acs- Summary of Revision: ' , dt e , /emu a' adee - /Co J - 1:: / I - - _ o.1 ff u,' • 7- tJ -41..Zcv ,,; i , . ..4 -,, . • /. - , . ,e17 :1 wac■el G 64. Received By: < Revision No. Date Received Staff Initials Staff Initials Date Issued Staff Initials ,3 8 -1 3 -o q , /4.01 / -oei S' Summary of Revision: . /ff /4 ti 2 y // 4A 1 Aitleedt j %y i / Received By: ,J &'oc Revision No. Date Received Staff Initials Date I Staff - Issued Initials Summary of Revision: Received By: , PROJECT NAME: �. a(a~...-) PERMIT NO:. .D63'JJ' Site Address: 'y�' ° ? % 16%' 0 ..: i� .... : Issue Date: REVISION LOG Summary of Revision: Received By: 7 Pk (please print) (please print) (please print) (please prim) (please print) Date: 8 /f Z u/ City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: I - 3 e CI • Response to Incomplete Letter # O Response to Correction Letter # Revision # 3 after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: CL_A , J T4s Project Address: eyy ©Z 5 V- S Vc�wl ALA Contact Person: � pcxiKS Phone Number: q2S S2o .--586W Summary of Revision: .e i S 7 1c `( 1 - A l>, ) i ( Q. 1 1) l-( � RECEIVED r'gTy o f TI IKIA ti • 4 rt•o 1 .) LuUt PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: At/0 Entered in Permits Plus on OR)/ 3/0c/ /Er 08/06/03 C F +li�Yti4W" C; Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '3 - IS - 2 cDo ❑ Response to Incomplete Letter # City of Tukwila Response to correction Letter # Revision # - after Permit is Issued Department of Community Development Steve Lancaster, Director Plan Check/Permit Number: Do 3-3'8'( John W. Rants, Mayor Project Name: C_(A Ls c'.r Project Address: /yO 2_ S /l.Dr-1 r-,4 1 (.,1/ 1_L Contact Person: - -)F■o- - Phone Number: C /2 3ar3CJV Summary of Revision: C-- , E u -v l'Ar c) �) � � -�1 i 7 / 0 3 3 C f)�.�.�,•r�) S /'po ( oC.xifz -' Z Woo L PoSr t_. c..� (�vc�i r�rc � �v c.) 44) , N/ , 9 n 'YO EI I , fp� MMR a Z00y Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: _L 0 Entered in Sierra on 3 S C / 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 z iI- w Q :� JU 00 U) 0 • UJ J = H w LLQ I � Z = I- 0 z �— w • w U O - O E- w u" O w z U-u2 E- _ 0 z 0 lr5 "i PAMtip 140$.4 wErlitrir,vriv H q;i ' K• r • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: pea 7 2. 7oo Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # f after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: C.-A0 se,) Project Address: 1 /y0 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Received at the City of Tukwila Permit Center by: F ij Entered in Permits Plus on o2 - 13 s7 , Phone Number: Contact Person: � f1 � Summary of Revision: Pori-, c, rpoo .�L LNA LS LA 4=141 i.- H6112 aba RECEIVEI.I 'ITY OF TUKWILA PERMIT CENTER D3- 38 /2s - S - 3 6c / !La 49i•^7 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/06/03 . • ,• • • • " , • ,, • .4 • 4x6 COIU SIMPSON HU48 SKEW46 HANGER 4x6 COLUMN 7 .......,.,...., = 2 : = il :IA me ILI = id. um 41(4 COLUMN 2x4 (LOWER ROOF') 2x10 OC 2x 10 NF #2 RAFTERS • 16" OC WITH !SIMPSON LSSU210 • RIDGE END (UPPER ROOF) FASCIA WALL UNE BELOW NEW 2x6 RAFTERS • 1 6 OC ADO SIMPSON LSU26 • RIDGE TO EACH 4x4 COLUMN 1 B•i 4x6 COLUMN SIMPSON HU48 SKEW45 4x6 COLUMN REVISED ROOF FRAMING PLAN --1' SCALE - 1/8" = 1' - 0" Ilan review approval is subject to errors and widow Appioval of construction kaimeMs does not stigmas e violation of any adopted code or ordinance hEO* of approved veld and =Mom is Tlikwila JILDIp; D iVISI ON REVISED SOUTH ELEVATION t*(i idi &t u*. i w in tt,uht4 eeiWi top fa 190ftwo. AA itivtaAti 1" eArsettd R 4. V'014Lt411 fJJ,i� R-30 tloomoke. V teld 6iite• of" nos VUizl %kit itatit Or ettstua, et/tfirp- REVISED WEST ELEVATION RV!IONNO, 3 12 REVIEWED FO R CODE COMPLIANCE APPIVIVE0 AUG 3 1 2004 DL- Chi City Of Tukwila BUILDING DIVISION MUMS No changes shell be made to the scope of work without prior approval or Tukwila sump owfa�o�. NOTE: Revisions will require a new plan submittal may include additional plan review fees. SCALE - 1/16" = r; -304 • " of a 2.2$ Toots Ammo !E Somemernio. wn 10073 423- u7 -I290 aloroob • iqeora s, erg AUGUST 12, 2004 RECEIVED n..ITY OF Tt WW A AUG 1 3 200 PERM CENTEF Al of 1 L GENERAL NOTES All WORK SHALL CONFORM TO THE 1997 U8C, THE KING COUNTY BUILDING CODE, AND ALL JURISDICTIONAL RULES AND REGULATIONS. wMMATIC /ENO DO NOT PURPORT TI;) HOW ALI_DELNLS AND -CQdD.TIONS OF CLGINSTRigalgN . VERIF A LL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE FACE OF SHEATHING OR FACE OF CONCRETE UNLESS OTHERWISE. NOTED. NTRA TQR _ "Y AL _ DIMENSIONS ND STRUCTURA_ CO4PONENIS AND SHALL BE RESPONSIBLE FOR NOTIFYING THE DESIGNER OF ANY EXISTING CONDITIONS WHICH VARY FROM THOSE SHOWN CONTRACTOR SHALL. BE RESPQNSIBZ FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS WC RK GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS PANES IN DOORS, GLAZING WITHIN 12" OF A DOOR OPENING, GLAZING CLOSER THAN 18" TO A FLOOR, GLAZING IN RAILING SYSTEMS, SHOWER DOORS AND TUB ENCLOSURES SHALL BE WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC PER UBC SEC. 5406 / 2406. SKYLIGHTS SHALL BE MOUNTED ON A CURB 4" MINIMUM ABOVE THE PLANE OF THE ROOF AND SHALL BE OF LAMINATED GLASS HAVING A MIN. THICKNESS OF 7/32" AND A 9.030 MIN. APPRCVED INTERLAY PER UBC CHAPTER 34. ,PROVIDE INSTALL_ AQKE DETE TORS PER UBC SEC. 1210 (o). PROVIDE FIRE AND DRAFT STOPS PER UBC 2516 (f). I 708.3. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTA_LED TO CUT OFF ALL CONCEALED CRAFT OPENINGS (BOTH VERTICAL AND hORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN ROOF AND ATTIC SPACES AND FLOOR AND CEILING ASSEMBLIES. PROVIDE DEAD BOLT OR LATCH AT ALL EXTERIOR DOORS WITH A MIN. 1/2" THROW. DOORS MUST BE ABLE TD BE OPENED FOR EXITING WITHOUT KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE LOCKS FOR ALL WINDOWS WITHIN 10' OF EXTERIOR GRADE. ,IXERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW WITH A NET CLEAR OPENING OF 5.7 SF. THE OPENING HEIGHT SHALL BE 24" AND THE FINISHED FLOOR PER UBC SEC. 1," 04. .E 1DE A IC ACCESS, MINIMUM 22" X 30" HEADROOM AT UNOBSTRUCTED READILY ACCESSIBLE OPEN INC PER UBC SEC. 3205(A) / 1505.1. PROVIDE CRAWL SPACE ACCESS, MINIMUM 18" X 24" UNOBSTRUCTED ACCESS PER LrBC SEC. 2416(C)(2) / 2306.3. PROVIDE ATTIC VENTILATION PER UBC SEC. 3205(C) / 1505.3. MINIMUM NET AREA SHALL BE NOT LESS THAN 1 SF. PER 150 SF. OF ATTIC AREA OR 1 SF. PER 300 SF. OF ATTIC AREA IF 1/2 IS AT LEAST 3' -0" ABOVE THE PLATE LINE. VAPOR BARRIER SHALL BE ON WARM SIDE OF INSULATION. PROVIDE CRAWL SPACE VENTILATION PER UBC 2516(C)(6). MINIMUM NET AREA SHALL BE NOT LESS THAN 1 SF. PER 150 SF. OF UNDER FLOOR AREA. OPENINGS SHALL BE PLACED AS CLOSE TO THE CORNERS AS PRACTICAL AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO APPROX. OPPOSITE SIDES. BUILDINGS SHALL COMPLY WITH TUE WASHING', ON STATE ENERGY ;ODE, NIGHT SET BACK THERMOSTAT IS REQUIRED. SEAL AND CAULK ALL CRACKS TO PREVENT AIR INFILTRATION. ALL GLAZING SHALL BE INSULATED CLASS. INSULATE WALLS TO R -19 AND CEILINGS TO R -30 UNLESS OTHERWISE NOTED. 12 ". EXTEND BARRIER TO FOUNDATION WALL. ALL EXPOSED EXTERIOR METAL SHALL BE GALVANIZED. D • .•4. •; , • II 1 ►I T V Y T WRITTEN INSTRUCTIONS FROM THE DESIGNER. REPORT ERRORS AND QMISSJONS TO THE DESIGNER IMMEDIATELY. LAP JOINTS ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. PRESSURE TREATED WOOD SHALL ALSO BE USED FOR WOOD MEMBERS WHICH FORM THE STRUCTURAL SUPPORT OF BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO WEATHER PER UBC SEC. 2516(c)(11). / 2306. SLOPE ALL PORCHES. DECKS. WALKS_ AND PATIOS AWAY FROM THE BUILDING AT A MINIMUM OF 1/4" PER 1' -0'. EXCEPT WITH • EXISTING FIRST FLOOR PLAN SCALE - 1/8" = 1' -0" STRUCTURAL ALLIAATENALS,Malita. CONFORM TO THE DRAWINGS, CODE (1997 EDITION). OONTRACTQlLSBALL. PRIDE JMPORARY 9RAAINQ FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMT'LETED IN ACCORDANCE WITH THE PLANS. DRAWINGS JNIA CATE GENERAL AND TYPICAL QETAILS QESSN5 ' S.CTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE DESIGNER AND THE STRUCTURAL ENGINEER. ROOF LIVE LOAD ELCOR LIVE LOAD WIND LOAD ALLOWABLE SOIL BEARING PRESSURE SEISMIC ZONE ALL FOOTINGS ATI NS SHALL BE ON UNDISTURBED, FIRM, NATURAL SOIL OR COMPACTED SOIL OF 2,000 PSF BEARING CAPACITY AT LEAST 18" BELOW THE LOWEST ADJACENT GRADE, AND FREE OF ORGANIC MATERIALS. FOOTING AND FOUNDATION EXCAVATION SHALL BE FREE OF LOOSE SOILS, SLOUGHS. DEBRIS. AND FREE WATER AT ALL TIMES. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE ADJACENT FINISHED GRADE. FOUNDATION WALL BACK FILL SHALL BE PLACED SIMULTANEOUSLY ON BOTH SIDES OF WALL. PROVIDE 4" PERFORATED PIPE FOR SURFACE DRAINAGE. FOUNDATION WALLS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: 1- -STORY - 6" MIN. WIDE 6 "X12" FOOTING - 12" BELOW GRADE 2 -STORY - 8" MIN. WIDE - 7"X12" FOOTING - 18" BELOW GRADE ,ALL CONCRETE SHALL BE MIXED. PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH THE UBC AND ACI 301. Fc = 3,000 AT 28 DAYS, MAX. SLUMP 4 ", MAX. AGGREGATE 1-1/2". ALL CONCRETE SHALL BE REINFORCED, REINFORCING STEEL SHALL BE COVERED AS FOLLOWS: CONCRETE CAST AGAINST EARTH - CONC. EXPOSED TO EARTH, CAST IN FORMS: CONC. EXPOSED TO WEATHER OR EARTH: AN AIR ENTRAINING AGENT, CONFORMING TO ASTM-C260 SHALL BE USED TO PROVIDE ENTRAINMENT OF APPROX. 5%. ,ALL ANCHOR BOLTS SHALL BE ASTM A -307, 1/2" DIAMETER, EMBEDDED IN A MIN. OF 7" INTO CONCRETE WITH A HOOK, AND SPACED PER WALL FRAMING NOTES. ALL REINFORCING STEEL, UNLESS OTHERWISE NOTED, SHALL BE DEFORMED BILLET STEEL, CONFORMING TO ASTM A -615, GRADE 40, Fy = 40,000 PSI, OF THE SIZE SHOWN ON DRAWINGS. REINFORCING SHALL BE CONTINUOUS, STAGGER ALL SPLICES. LAPS SHALL BE 27" MINIMUM. PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS. ALL STEEL SHALL BE ACCURATELY LOCATED IN THE FORMS AND SECURED, BEFORE AND DURING THE PLACING OF THE CONCRETE, BY FORM TIES ADEQUATE TO PREVENT DISPLACEMENT DURING CONSTRUCTION. FRAMING_ LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH W.C.L. B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (INCLUDING 2X6 AND LARGER HEM -FIR NO. 2 OR BETTER. MIN. MEMBERS USED AS STUDS AND BASIC DESIGN STRESS, Fb = 1,100 PLATES) PSI, Fv = 75 KIPS 6X MEMBER POSTS ANQ TIMUER$: STUDS. PLATES & MISC, LIGHT FRAMING NOTES CONSTRUCTION SHALL SPECIFICATIONS, AND THE UNIFORM BUILDING 25 psf 40 psf 80 rnph - EXPOSURE B 2000 psf 3 3 2" ( #6 OR LARGER) - 1/2" ( #5 OR SMALLER) 4 DOUGLAS FIR NO. 2 OR BETTER. MIN. BASIC DESIGN STRESS, Fb = 1,250 PSI, Fv = 95 KIPS DOUGLAS FIR NO. 1 OR BETTER, MIN. BASIC DESIGN STRESS, Fb = 1200 PSI, Fv = 95 KIPS HEM -FIR NO. 2, MIN. BASIC DESIGN STRESS, Fb = 675 PSI DOUGLAS FIR OR HEM -FIR STANDARD GRADE REVISIONS 4 """ 1 " NO CHANGES SaALL BE MADE TO ME SCOPE O .:FIX WHOM' Peicm rr OF TUKViii,A WILDING DIVISION. ti?T REVISION.* WILL 11E31.11116 ANSI PLAII 1111811MWIL NO WI NOME 1IoOM1 OWL lI/N 11151011 __.r.. BEDROOM BED 00 ATTIC CLOSET CLOSET ATTIC DN ATTIC fl I ' BEDROOM ATTIC C ATTI CLOSET ATTIC • .► T ' :so, : �. 5 SHALL BE DESIGNED BY THE - MANUFACTURER IN ACCORDANCE WITH THE DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI - 79 BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL CARRY MANUFACTURERS STAMP. LOADING SHALL ICE AS FOLLOWS: EXISTING SECOND FLOOR PLAN SCALE - 1/8 "= 1' -0" I TOP CORD LIVE LOAD TOP CORD DEAD LOAD BOTTOM CORD DEAD LOAD TOTAL LOAD ,NODE IF3USS $ SHALL LITIUZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE DESIGNER AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON, AND SHALL BE ON SITE FOR FRAMING INSPECTION. TRUSSES MAY NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING CALCULATIONS. TRUSS DESIGN SHALL PROVIDE FOR SHAPED, BEARING POINTS, INTERSECTIONS. HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP -DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. .FALL WOQD PLATES IN DIRECT CONTAGE WITH QQN.CRETE 96 MASONRY SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER OR NERVASTROL BETWEEN UNTREATED LEDGERS, BLOCKING, ETC. AND CONCRETE AND MASONRY. FRAMING CLIPS. JOIST !NWGEBS ANQ OTHER CONNECTING DEVICES. REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN LEADRO, CALIF. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED. PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. WOOD FRAMING NOTES THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2--I -Q OF THE UNIFORM BUILDING CODE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS OF NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. WOOD FRAMING: ALL EXTERIOR STUD WALLS NOT OTHERWISE NOTED SHALL BE 2X6 STUDS 0 16" O.C. ALL INTERIOR STUD WALLS NOT OTHERWISE NOTED SHALL BE 2X4 STUDS 0 16" O.C. ONE 4X4 HEADER SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. ALIGN THE BOTTOM OF ALL HEADERS AT ADJACENT DOORS AND WINDOWS. SOLD BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUDS OVER 8' IN HEIGHT. FLOOR AND ROOF FRAMING; PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING 0 8' O.C. AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO SUPPQ$T$, ATTACHED TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "U" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. NAIL 2 AND 3 MEMBER BEAMS TOGETHER PER NAILING SCHEDULE. BOLT ALL BEAMS MADE UP OF FOUR OR MORE MEMBERS. TYPICAL WALL SHEATHING (UNLESS OTHERWISE NOTED): 1/2" O.S.B. ON EXTERIOR SIDE, 1 /2" GYPSUM WALLBOARD ON INTERIOR SIDE. BLOCK AND NAIL WITH 8d NAILS 0 6" O.C. AT FIELD. BOLT SILL PLATE TO CONC. WITH 1/2" DIA. X 10" ANCHOR BOLTS AT 48" O.C. NAIL BOTTOM PLATE TO FRAMING BELOW WITH 16d NAILS 0 8" O.C. FASTEN DOUBLE TOP PLATE TO JOIST OR BLOCKING ABOVE WITH 16d TOENAILS O 8" O.C. OR A43 CLIPS 0 32" O.C. TYPICAL ROOF SHEATHING: 1/2" CDX PLYWOOD INDEX 32/16, UNBLOCKED WITH FACE GRAIN PERPENDICULAR TO THE FRAMING BELOW. STAGGER END JOINTS AND NAIL AT DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, OVER SHEAR WALLS AND AT ALL SUPPORTED EDGES WITH 8d 0 6" O.C. USE 8d 12" O.C. IN FIELD. PROVIDE APPROVED PLYWOOD EDGE CLIPS 0 16" O.C. AT UNBLOCKED ROOF SHEATHING EDGES. OR BLOCK EDGES AND TOE NAIL WITH 16d 0 12" O.C. • I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. FILE COPY 25 PSF 10 PSF PSF PSF LOT AND BUILDING INFORMATION • MICHAEL. S. CLAUSEN & DIANA M. CLAUSEN ADDRESS 4402 SOUTH 164th STREET TUKWILA, WA 98188 PARCEL ID NUMBER 537980 - 0600 -09 • • • LECALDES.C1301.0 THE SOUTH 112 FEET OF THE WEST HALF OF LOT , BLOCK 5 NcMICKEN HEIGHTS UNRECORDED) KING COUNTY, WASH GTON • SCOPE OF WORK 2nd LEVEL - REMODEL (2) EXISTING BEDROOMS. REMODEL (1) EXISTING BEDROOM TO CREATE A MASTER BATH AND CLOSET, DECREASE PITCH ON ON BACK ROOF TO INCREASE HEAD HEIGHT. • CLEARING & GRADING TOTAL EXCAVATION = TOTAL UNUSABLE SURPLUS = TOTAL IMPORT = TOTAL GRADED AREA = • ZONING LDR FRONT SETBACK = 20 ft SIDE SETBACK = 5 ft REAR SETBACK = 10 ft MAX. HEIGHT = 30 ft • IMPERVIOUS COVERAkF RESIDENCE is 906 sqft STEPS, PATIOS, & WALKS = 750 sqft COVERED PORCHES = 83 sqft = 6 EXIST. CARPORT /SHED PAVED ADJACENT DRIVE = 420 scet TOTAL = 2729 sqft STRUCTURE COVERAGE a 1559 sqft LOT SIZE 8400 sqft % IMPERVIOUS COVERAGE = 32.50 X STRUCTURE COVERAGE - 18.6 < 32.625' « O.35- (194.125) = 32.625% (PER 18.10.057) j� • O cuyd O cuyd O �d 0 INDICATES ADDITION ON SECOND LEVEL . YPICAL FAO SHEATHING. T&G CDX PLYWOOD INDEX 40/20, UNBLOCKED WITH THE FACE GRAIN PERPENDICULAR TO THE FRAMING BELOW. STAGGER END JOINTS AND NAIL AT DIIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, OVER SHEAR WALLS AND AT ALL SUPPORTED EDGES WITH 8d • • 8" O.C. USE 8d 0 10" O.C. IN FIELD. rl'PICAL NAILING CCHEOUl F JOIST TO SILL OR GIRDER BRIDGING TO JOIST - TOE NAIL. EACH END SOLE PLATE TO JOIST OR BLOCKING - FACE NAIL TOP PLATE TO STUD - END NAIL STUD TO SOLE PLATE - TOE NAIL OR - END NAIL DOUBLE STUDS - FACE NAIL DOUBLE TOP PLATES - FACE NAIL TOP PLATES, LAPS, AND INTERSECTIONS - FACE NAIL CONT. HEADERS, 2 PIECES - ALONG EACH EDGE CEILING JOINTS TO PLA1I. TOE NAIL RAFTER OR TRUSS TO PLATE - 10E NAIL BUILT UP CORNER STUDS BUILT UP GIRDERS AND BEAMS SOLID BLOCKING TO SUPPORTS - TOE NAIL POST AND BEAM OR GIRDER - WHERE INDICATED ON THE PLANS: 1/2" CDX PLY, BLOCK AND NAIL WITH 8d I■AILS 0 4" O.C. AT EDGES AND 12" O.C. IN FIELD. BOLT SILL PLATE TO CONCRETE WITH 1/2" DIAMETER X 10" ANCHOR BOLTS 0 32" O.C. NAIL BOTTOM PLATE TO FRAMIN:T BELOW WITH 16d NAILS 0 6" O.C. FASTEN DOUBLE TOP PLATE TO JOIST OR BLOCKING ABOVE WITH 16d TOENAILS 0 6" O.C. OR A34 CUPS 0 24" O.C. ENERGY NOTES ALL NEW WORK SHALL COMPLY WITH THE WASHINGTON STATE ENERGY CODE (W.S.E.C.) 2001 (2nd EDITION), FOR RESIDENTIAL CONDITIONED SPACES- PRESCRIPTIVE APPROACH CLIMATE ZONE 1 - OPTION IV- UNLIMITED GLAZING. SHEET INDEX Al - SITE PLAN / BUILDING INFORMATION / NOTES A2 - FOUNDATION /BASEMFKT PLAN / DETAILS / DEMOLITION PLAN A3 - MAIN FLOOR FRAMING PI AN / DETAILS A4 - MAIN FLOOR PLAN / DETAILS AS -- SECOND FLOOR FRAMING PLAN / DETAILS A6 - NEW SECOND FLOOR PLAN DETAILS A7 - ROOF FRAMING PLAN / DETAILS A8 - ELEVATIONS A9 - STRUCTURAL SECTIONS VICINITY MAP in W a • .BULL DING AREAS EXISTING BASEMENT = 906 SOFT 1ST FLOOR • = 906 SOFT 2ND FLOOR = :60 SOFT HEATING SYSTEM -- NATURAL GAS FORCED AIR • DRAINAGE - DISCHARGE FROM FOOTING DRAINS O 0 h 0 v TOTAL = 2372 SOFT I E PORCHr ' 0 L ING EAVE ) EXIS U E o • EXIST WALL LINE - 21 I \ C0NcRrTE En \ PATIO CO 0 - /i � ° i I 1 L _ . J A 9.5' EXISTING oN 4 S 00'15'50" E - 112' 2ND FLOOR = 209 SOFT HEDGE _.frONCRE'( w j • - = EXISTING EAVE UNE N 00'15'50'' W - 112' 5' BSBL 5` BSBL N cosTING 7 FENCE ; C - - - (3) 8d (2) 8d 16 d 0 16" O.C. (2) 16d (4) 8d (2) 16d 16d 0 24" O.C. 16d 0 1 6" O.C. (2) 16d 16d 0 12" O.C. (3) 8d (3) 8d 16d 0 24" O.C. 16d 0 12" O.C. 16d 0 12" O.C. PROVIDE ''OSITTVE CONNECTIONS AGAINST UPLIFT NIP LATERAL DISPLACEMENT. � EXITING EN RY CD REMOD TOTAL.. = 209 SOFT GRAND TOTAL = 2581 SQFT & DOWNSPOUTS FLOWS TO EXISTING EXISTING 2- -S TORY 33' CONCRETE WAL 03 0 GAL DRIVE M 2ND FLOOR = 487 SOFT SYSTEM. 30' r LYJ SITE PLAN- S. 112' OF THE W. HALF LOT 34, BLOCK 5, McMICKEN HEIGHTS, KING COUNTY, WA SCALE - 1" • 20' •••• • ..• • • w V Z LU V) uJ ti) fr co (1) 44 (7' gds O H /420 200V4 A,• ,4 !E lw+woornioh. +u► 95075 d25- 037 -1290 obbnorls • •OK ..cc%y.o 9 DECEMBER 3, 2003 07 1191:14711 4 r o -"v N� Al of � L REMOVE BACK HALF OF EXISTING ROOF INCLUDING EXISTING DORMER REMOVE DOOR --- 4 REMOVE DOORS • EXISTING lx r DECKING EXISTING CONCRETE FOUNDATION EXISTING SLAB EXISTING 0 SECOND FLOOR DEMOLITION PLAN SCALE - 1/8" = 1' - 0" qi EXIST. FLOOR JOISTS SHEAR PANEL —SEE I-- SCHEDULE FOR TYPE 6" 11 \ft BEDROOM GRADE DENOTES WALLS TO BE REMOVED — SUPPORT EXISTING STRUCTURE DURING DEMOLITION. • SEE FLOOR PLANS FOR HEADER SIZES. • DEMO MAY HAVE TO BE TIMED TO COINCIDE W/ SPECIFIC CONSTRUCTION TASKS. EXISTING MAIN FLOOR WALL EXISTING PONY WALL EXISTING CEDAR SIDING C so — EXISTING FOOTING DRAIN UNDISTURBED SOIL FOUNDATION DETAIL SCALE -3/4 "= 1' -O" FOOTING SCHEDULE MARK SIZE(in) THICKQn) REINFORCEMENT Fl 24 x 24 12 (4)44 EA WAY F2 30 x 30 12 (5) #4 EA WAY COLUMN BASE SCHEDULE MARK MANUFACTURER MODEL 8O NO BASE REQ'D —USE (2) SIMPSON TS22 81 SIMPSON ABU44 82 SIMPSON ► A8U46 83 CUSTOM - -3 8 ".x 5.5x5.5" PLATE w/(2)3 /8x4 "LAGS SEE 10/A5 FOR DETAIL * *INSTALL PER MANUFACTURER** i ;COLUMN SCHEDULE MARK CI C1 C3 * *INSTALL PER MANUFACTURER ** 41 io 1 SIZE(in) 4x4 4x6 TS2.5x2.5x 1 /4 • ALIGN WITH CL NEW 2ND STORY WALL ABOVE ALIGN WITH CL RIDGE ABOVE MAT' L DF# 2 DF #2 STEEL COLUMN CAP SCHEDULE MARK MANUF. MODEL DESCRIPTION PC NO CAP REVD — USE (2)SIMPSON TS22 P1 SIMPSON 6C46 POST CAP P2 CUSTOM — 3/1 6" STEEL POST CAP W/ (2 ) SEE 2 1 1 /A6 FOR DETAIL X8 1 1 C1 HOLD DOWN SCHEDULE MARK 1 T7 14'± MANUFACTURER SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON I. • 32 28'± MODEL MST27 MST37 M ST48 M ST60 LTT131 HTT16 HTT22 * *INSTALL PER MANUFACTURER ** wr.wArioo ///// / //I///// / /emeo //JI//////IAI///!/. " I I/ // ///Y/YMMII /// /////H /I ////N//// / ///// /I /WAI.. `•.Y-..d1MTJi � S rP .'CA WM/'I . • �✓ °�.MONIM w/N�+ •� ' •• 1”E,E....v.wrr v. w.. . .• -. ...t 7. `V � i B2 . LAUNDRY CHUTE ALIGN W/ EXISTING WALL ABOVE EXISTING SLAB STORAGE EPDXY NEW HORIZONTAL OOTING REINFORCEMENT INTO EXIST. FOOTING — EMBED 7" min. TYP (2) FOOTINGS EXISTING MASONRY CHIMNEY & CONCRETE FOOTING( EXISTING FOUNDATION EXISTING SLAB EXISTING SLAB V� STORAGE ADD JOIST OVER WALL C2-- EXISTING ENTRY FOUNDATION ABOVE L J CONNECTION TYPE WOOD TO WOOD WOOD TO WOOD WOOD TO WOOD WOOD TO WOOD BOLT TO CONCRETE —NAIL BOLT TO CONCRETE —NAIL BOLT TO CONCRETE—NAIL 14'± of 01 d II -------------. 1 •r'r1.R��be•I.A�.•�'�' M ∎1111 . R.W7/.I.r, O•Y� /// IJ►// RR//// I/ NIO�I///// Y/ 1/ f/ I/!/ Y/I KiQ // /IYi / / / //'IW / / / /I //// /IV /N� . V/IO�X/J8 AIAI � /OLOWAIWANWIIWAIWIAII IOAVIWiN///IIIMO///MIY� "-Jr P• FOUNDATION / BASEMENT FLOOR PLAN LOAD ALLOWED (lb) 2760 3815 4460 5800 TO STUD 2185 TO STUD 3480 TO STUD 5250 f"" MARK 4 ( C, 4) I DENOTES EXISTING CONCRETE FOUNDATION CONSTRUCTION ® DENOTES EXISTING 2x4 FRAMED WALL CONSTRUCTION ALIGN W /_DOOR ROUGH OPENING ABOVE ALIGN W /_ ROUGH SHEAR WALL SCHEDULE DENOTES NEW CONCRETE FOUNDATION CONSTRUCTION DENOTES NEW 2x4 FRAMED WALL CONSTRUCTION OPENING ABOVE ALIGN W/ WINDOW ROUGH OPENING ABOVE ALIGN WITH CL RIDGE AB _ ALIGN NEW WALL � — TNT WALL ABOVE EPDXY NEW HORIZONTAL FOOTING REINFORCEMENT INTO EXIST. FOOTING — EMBED 7" min. TYP 0 EACH END ALIGN W/ WINDOW ROUGH OPENING ABOVE 1EXISTING PONY WALL CONSTRUCTION DESCRIPTION 1/2" PLYWOOD W /10d NAILS 0 2`0.C. A CI QRAGE: (3) 16d O 5 "O.C. OR 3/4 BOLTS 0 24" O.C. W/ 2x2x3/16" BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. 1/2" PLYWOOD W /10d NAILS ® 3 "O.C. ANQFjORAGG: (2) 16d 0 5"0.C. OR 5/8" BOLTS 0 24" O.C. W/ 2x2x3/16" BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. 1/2" PLYWOOD W/ 10d NAILS ® 6" O.C. ANCHORAGE: (2) 16d ® 10" O.C. CR 5/8" BOLTS 0 32" O.C. W/ 2x2x3/ i 6" BEARING PLATES. NORTH 5' 0' 5' SCALE - 1/4" = 1' - 0" PO CRY Of TUKiiilA APPROVED JAN 2 1 2004 AS NO RA) BUILDING DIVISION , • LU U Z LU u LU E g Ce` W y Fo 0 a o a V v 2426 2001+ Aat....* 111 Tommie►+. M 980 4 25 -8]7 -1290 ~oaks • soto,Meosy org DECEMBER 3, 2003 A2 of 9 -- • '`' :'''.... , • :.. ; �• .y REMOVE BACK HALF OF EXISTING ROOF INCLUDING EXISTING DORMER EXISTING lx DECKING REMOVE DOORS ih. EXIST. FLOOR JOISTS SHEAR PANEL -SEE SCHEDULE FOR TYPE EX :STING CONCRETE FOUNDATION EXPANSION JOINT 4" CONCRETE SLAB , CLOSET REMOVE DOOR --4— EXISTING Pt ATTIC L -BEDROOM �� II ATTIC r ATTIC CLOSET N P/ *AA,, ( .#$% frIe/ A/a BEDROOM GRADE �EDROOM EXISTING MAIN FLOOR WALL EXISTING PONY WALL EXISTING CEDAR SIDING C' EXISTING FOOTING DRAIN UNDISTURBED SOIL .E tD T1 CLOSET DENOTES WALLS TO BE REMOVED — SUPPORT EXISTING STRUCTURE DURING DEMOLITION. • SEE FLOOR PLANS FOR HEADER SIZES. • DEMO MAY HAVE TO BE TIMED TO COINCIDE W/ SPECIFIC CONSTRUCTION TASKS. SECOND FLOOR DEMOLITION PLAN c E I S co co FOUNDATION DETAIL SCALE - 3/4" = 1' - 0" SCALE - 1/8" = 1' - 0" FOOTING SCHEDULE MARK SIZE(in) THICK(inn REINFORCEMENT Fl 24 x 24 12 (4)44 EA WAY F2 30 x 30 1 2 (5) #4 EA WAY COLUMN BASE SCHEDULE MARK MANUFACTURER MODEL BO NO BASE REVD-USE (2) SIMPSON TS22 p1 SIMPSON ABU44 82 SIMPSON ABU46 B3 CUSTOM-3/8"x5.5x5.5" PLATE w/(2)3 /8x4 "LAGS SEE 10/A5 FOR DETAIL * *INSTALL PER MANUFACTURER ** 14' ± ALIGN W/ EXISTING WALL ABOVE EPDXY NEW HORIZONTAL FOOTING REINFORCEMENT INTO EXIST. FOOTING -- EMBED 7" min. TYP (2) FOOTINGS EXISTING MASONRY CHIMNEY & CONCRETE FOOTING !EXISTING FOUNDATION EPDXY NEW HORIZONTAL FOOTING REINFORCEMENT INTO EXIST. FOOTING - EMBED 7" min. TYP C EACH END 28'± i i L p : Z o Q3 sin 82 C2 C1 t_ r - 1 r P s EXISTING ENTRY FOUNDATION ABOVE FOUNDATION PLAN r i i J COLUMN SCHEDULE MARK Cl C2 C3 SIZE(in) 4x4 4x6 TS2.5x2.5x1 /4 COLUMN CAP SCHEDULE MARK MANUF. MODEL DESCRIPTION PO NO CAP REQ'D - USE (2)SIMPSON TS22 P1 SIMPSON 8C46 POST CAP P2 CUSTOM - 3/16" STEEL POST CAP W/ (2)1/2" THROUGH BOLTS SEE 11/A6 FOR DETAIL " *INSTALL PER MANUFACTURER ** 14'± SIM 4 ALIGN W/ DOOR r C 1 R.O. ABOVE Z 0 0 0 N x 4 "D x 12 "W KNOCKOUT 0 CL DOORS FOR HYDRONIC TUBING. TYPICAL 0 (4) LOCATIONS 18 "Wx 12 "D FOOTING UP 18"Wx 12 "D FOOTINGS ALIGN W/ DOOR R.O. ABOVE 4, • • MAT' L DF#2 DF#2 STEEL DENOTES NEW CONCRETE FOUNDATION CONSTRUCTION .�.. /.ten, ALIGN NEW FOOTING WALL ABOVE EPDXY NEW HORIZONTAL FOOTING REINFORCEMENT INTO EXIST. FOOTING -- EMBED 7" min. TYP C EACH END ( NORTH 5' 0' 5' VVVVV4 SCALE - 1/4" = 1' - 0" HOLD DOWN SCHEDULE MARK MANUFACTURER MODEL SIMPSON MST27 SIMPSON SIMPSON * *INSTALL PER MANUFACTURER ** DENOTES EXISTING CONCRETE FOUNDATION CONSTRUCTION DENOTES EXISTING 2x4 FRAMED WALL CONSTRUCTION DENOTES NEW 2x4 FRAMED WALL CONSTRUCTION Pr) c0 SIMPSON MST60 SIMPSON SIMPSON SIMPSON SIMPSON ALIGN WITH CL NEW 2ND STORY WALL ABOVE ALIGN WITH CL RIDGE ABOVE • MST37 WOOD TO WOOD MST48 WOOD TO WOOD CONNECTION TYPE WOOD TO WOOD WOOD TO WOOD LTT131 BOLT TO CONCRETE -NAIL TO STUD HTT16 BOLT TO CONCRETE -NAIL TO STUD HTT22 BOLT TO CONCRETE -NAIL TO STUD HD15 BOLT TO CONCRETE -BOLT TO STUD 81 C1 14'± L LOAD ALLOWED (lb) 276o 3815 4460 5800 2185 3480 5250 15305 82 28'± C2. EXISTING ENTRY FOUNDATION ABOVE FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. By Date Permit No. '. ' r GIONS NO CHANGES SHALL SS 171. TO Tl•! E..OPE OF WOF'C 1 . VAL OF TUKWILA BLDIr.' T a 11rii8'oNS WILL RECI ARE A IEW PLAN S&K iw'rim. MD . WAY KLUX D TfliM. PLAN REVIEW mss . nr1 iI// I//// IV/////// //1//I//////////N//////OVMWW/. _ _ % • %/ • a. IBM .. /,Y11IMZI. ►//. /I/ cati ara LAUNDRY 3m UNDRY CHUTE " SLAB 9 Q LIGN W EXISTING / WALL ABOVE ( EXISTING FOUNDATION if) -H 0) to STORAGE 4" SLAB C1 V V 7/MW /1f/// /, .vwas.w• 11100 wow.••• _ . _ _ . wrnu.t♦. a UP C (2) ON— DEMAND WATER HEATERS SHOP 4" SLAB C1 ALIGN W/ DOOR R.O. ABOVE 2- 6x6 -8i _ j ALIGN W/ DOOR ' R.O. ABOVE • cr a 1' ) ca = 2- 6x6 -8! SEE PG. 43 OF co STRUCT. CALCS x MUSIC 4" SLAB IELEC. PANE B C B C 1 e 1-- o 3m d3 i i J BASEMENT FLOOR PLAN ,SHEAR WALL SCHEDULE MARK 0.313 14'± P14 ) CONSTRUCTION DESCRIPTION 1 /2" PLYWOOD W/ 10d NAILS • 2 "O.C. ANCHORAGE: (3) 16d 0 5 "O.C. OR 3/4" BOLTS C 24" O.C. W/ 2x2x3/16" BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. 1/2" PLYWOOD W /10d NAILS O 3 "O.C. NCHORAGE: (2) 16d C 5 "O.C. OR 5/8" BOLTS C 24" O.C. W/ 2x2x3/16" BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. 1/2" PLYWOOD W /10d NAILS 0 6" O.C. ANCHORAGE: (2) 16d C 10" U.C. OR 5/8" BOLTS C 32" O.C. W/ 2x2x3/16" BEARING PLATES. 1/2" PLYWOOD, (2) SIDES, W /10d NAILS C 4" O.C. ANCHORAGE: (3) 16d 0 5" O.C. OR 3/4" BOLTS C 24" O.C. W/ 2x2x3/16" BEARING PLATES. USE 3x MEMBERS C ADJOINING PANEL EDGES. 1 1 1 C1 B1 —WATER - —GAS ctrfOrT' Aph v9 26 2 °64 as Rat ALIGN W/ _ DOOR ROUGH OPENING ABOVE ALIGN W/ DOOR ROUGH REVISIONNO 1 b0b41•38v OPENING ABOVE ALIGN . W/ WINDOW ROUGH OPENING ABOVE _ ALIGN NEW WALL W7 WALL ABOVE ALTERNATE WATER HEATER LOCATIONS ALIGN_W/ WINDOW ROUGH OPENING ABOVE EXISTING PONY WALL NORTH 5' 0' 5' SCALE - 1/4" = 1' - 0" " l .�'..:.'.�. ALIGN WITH CL RIDGE ABOVE uJ V uJ W (i) 0 LLI • ce O W W a a7 W ft z 0 0 o Z Q • w Co CO 2426 200t.- Mn.w SE Sommo.n'sn. wA 98C 7 5 425 -817 129c •Oero0.* C soso.ecspo•g, DECEMBER 3, 2003 REVISION 1.0 FEBRUARY 19, 2004 RECEIVED ring (IP n WWII FEB 2 3 20C4 PERMi- C e4TER ■ A2.1 1 4 • 1 Q 00 EXISTING 1 x DECKING SHEAR PANEL –SEE SCHEDULE FOR TYPE EXISTING CONCRETE FOUNDATION CONCRETE SLAB - KIST. FLOOR JOISTS ,. FOUNDATION DETAIL EXISTING NEW COLUMN CONTAINED W /IN EXISTING MAIN FLOOR WALL (REFER TO PAGE A4 FOR SIZE) ADD SOLID BLOCKING (2) 3/8 "x 4" LAGS INTO PLA E & BLOCKING ABOVE INSURE SHEAR TRANSFER SHEAR PANEL ON EXTERIOR IF COLUMN REQUIRES EXISTING PONY WALL EXISTING CONCRETE FOUNDATION GRADE # e S NON– SHRINK GROUT NEW 36 "x 36 "x 18" FOOTING UNDISTURBED SOIL DETAIL LOAD TRANSFER COLUMN EXISTING DOWNSPOUT DRAIN It 4 4 GRADE EXIST. EXISTING MAIN FLOOR WALL EXISTING PONY WALL EXISTING CEDAR SIDING 7"MAX C c E to E < 2 l SCALE - 3/4" = 1' - 0" (2)16d ® 4 "OC THROUGH EXISTING PLATES BOTTOM & TOP) INTO RIM & NEW BLOCKING FLOOR JOISTS , 3/8" PLATE COLUMN CAP LOAD TRANSFER COLUMN SEE ATTACHED ENGINEERING FOR SPECIFICATIONS 1.25" A36 STEEL BASEPLATE (2) 5/6" BOLT W/ 1/2"x 4 "SQ WASHER – EMBED 12 "m re 4" CONCRETE SLAB CO SCALE - 3/4" = 1' - 0" BASEMENT WALL �--� DRAIN TO EXISTING DOWNSPOU' DRAINAGE 4" REINF. CONCRETE SLAB SLOPE 10 DRAIN , -H EXPANSION JOINT BASEMEN T FLOOR s 4. DETAIL 36"M in EXTERIOR BASEMENT STAIR 14' ± i L V CENTER FOOTING AS CLOSE AS POSSIBLE UNDER NEW COLUMN 4 TREAD 0 10 "f - IRONWOOD (IPE) TREADS 28'± EPDXY NEW HORIZONTAL I FOOTING REINFORCEMENT INTO EXIST. FOOTING – EMBED 7" min. TYP (2) FOOTINGS IF CONDITIONS ALLOW F3 C4 / ALIGN WITH CL NEW 2ND STORY WALL ABOVE EXISTING MASONRY CHIMNEY at CONCRETE FOOTING EPDXY NEW HORIZONTAL FOOTING REINFORCEMENT INTO EXIST. FOOTING – EMBED 7" min. TYP 0 EACH END IF CONDITIONS ALLOW 4 "D x 12"W KNOCKOUT 0 CL DOORS FOR HYDRONIC TUBING. TYPICAL 0 (4) LOCATIONS L EXISTING ENTRY FOUNDATION ABOVE FOUNDATION PLAN NEW 6" REINF. CONC. WALL & 6"x12" FTC REINFORCEMENT: FOOTING – (22#4 HORIZ– 4016 OC VERT– 4 016 "OC EPDXY NEW HORIZONTAL{ REINFORCEMENT INTO EXIST. FOUNDATION – EMBED " min. TYP O EACH SIDE J 14 GRADE 4 '_ 6 " PT 2x LEDGER BOLT STAIR TO WALL NEW 6" STEM WALL REINFORCEMENT: FOOTING –(2)44 HORIZ -4 016 "OC VERT– #4 016 "OC SCALE - 3/4" = 1' • )-TOLD DOWN SCHEDULE MARK MANUFACTURER MODEL SIMPSON MST27 ICF SIMPSON MST37 SIMPSON MST48 SIMPSON MST60 © SIMPSON LTT131 SIMPSON HTT16 ✓ SIMPSON HTT22 SIMPSON ND 15 * *INSTALL PER MANUFACTURER ** ,FOOTING SCHEDULE COLUMN SCHEDULE MARK Fl F2 F3 I uncerstand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. RecQipt of con- tractor's copy of approved plans acknowledged. COLUMN BASE SCHEDULE MARK MANUFACTURER MODEL BO NO BASE REQ'D –USE (2) SIMPSON TS22 B1 SIMPSON ABU44 B2 SIMPSON A8U46 B3 CUSTOM- 3/8 "x5.5x5.5" PLATE w/(2)3 /8x4 "LAGS SEE 10/A5 FOR DETAIL * *INSTALL PER MANUFACTURER ** By Date 3 Permit No. ALIGN W /_DOOR ROUGH OPENING ABOVE ALIGN W/ DOOR ROUGH ALIGN NEW FOOTING W WALL ABOVE EPDXY NEW HORIZONTAL FOOTING REINFORCEMENT INTO EXIST. FOOTING – EMBED 7" min. TYP0 EACH END IF CONDITIONS ALLOW 5 SCALE - 1/4" = 1' • 0" SIZE(in) THICK(in) REINFORCEMENT 24 x 24 12 (4) #4 EA WAY 30 x 30 12 (544 EA WAY 36 x 36 18 (5) #4 EA WAY FILE COPY •' //V /I/ //I I //. I/i 1111 NUM NMI num // //// AM QM / i% I I. 11 Sr. S gt 4 fo % r � 8 V HI r �y I� /) � s r , wwwwwier�r9irmavWKry/// mri -www /tocV owaromYsfm.r�omenww ww 540 // WNR///04 /IWC W/AroF/W//J/iV Lf/w~W V • ww!/ wz ow// /Y///II/I/ewnworrmemmoo//I////i - - / //m ..............................,...................w......... --w- .....» -.. r............... il 7 s � . w `C4i ` 1 I> O. l Z 4:_c, CO i `>I Iri< il ,____..., co c I co 11, C1 cit i II P 4" SLAB 81 LAUNDRY LAUNDRY CHUTE �4 SLAB IGN W/ EXISTIN WALL ABOVE STORAGE EXISTING FOUNDATION - k r) C2 pr C1 Cl UP -- 6x6 -8, SEE PG. 43 OF STRUCT. CALCS (2) ON— DEMAND WATER HEATERS SHOP 4" SLAB ALIGN W/ DOOR R.O. ABOVE ALIGN w DOOR R.O. ABOVE MUSIC 4" SLAB C4 ' C 4, OPENING ABOVE ALIGN WITH CL RIDGE ABOVE -H ALIGN WITH Cj NEW 2ND STORY WALL ABOVE ALIGN WITH CL RIDGE ABOVE C • • CONNECTION TYPE LOAD ALLOWED (lb) WOOD TO WOOD 2760 WOOD TO WOOD 3815 WOOD TO WOOD 4460 WOOD TO WOOD 5800 BOLT TO CONCRETE –NAIL TO STUD 2185 BOLT TO CONCRETE –NAIL TO STUD 3480 BOLT TO CONCRETE –NAIL TO STUD 5250 BOLT TO CONCRETE –BOLT TO STUD 15309 • • • ......$ ( .t ..• pt REVISIT 1413 CHANGES SHALL BE MAO! T O — , wOC WITHOUT PO , .s:, „ CF TUKINIIA BUILDING Dsu .c.: . VALI PENNI A NM RAN WW1& L� 9 I .&Y INCWOE ADorno a. PIM I elEM M�#�► MARK C1 C2 C3 C4 COLUMN CAP SCHEDULE MARK MANUF. MODEL DESCRIPTION PO NO CAP REQ'D -- USE (2)SIMPSON TS22 P1 SIMPSON BC46 s POST CAP P2 CUSTOM – 3/16" STEEL POST CAP W/ (2)1/2 THROUGH BOLTS SEE 11/A6 FOR DETAIL * *INSTALL PER MANUFACTURER ** 14'± . •. I • SIZE(in) MAT'L 4x4 DF#2 4x6 DF #2 TS2.5x2.5x 1 /4 . = STEEL TS4x4x1 /4 CUSTOM FAB STEEL L 28'± ELEC. PAN EL— EXISTING ENTRY FOUNDATION ABOVE J 14' ± BASEMENT FLOOR PLAN MARK SHEAR WALL SCHEDULE CONSTRUCTION DESCRIPTION 1/2" PLYWOOD W/ 10d NAI .3 • 2 "0.C. A : (3) 16d 0 5 "O.C. OR 3/4 BOLTS O 24" O.C. W/ 2x2x3/16" BEARING PLATES. USE 3x MEMBERS C ADJOINING PANEL EDGES. 1/2" PLYWOOD W/ 10d NALS 0 3 "0.C. ANCH.RAGE: (2) 16d ® 5 "O.C. OR 5/8" BOLTS O 24" O.C. W/ 2x2x3/16" BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. 1 /2" PLYWOOD W /10d NAILS CO 6" O.C. ANCHORAGE: (2) 16d O 10" O.C. OR 5/8" BOLTS 0 32" O.C. W/ 2x2x3/16" BEARING PLATES. 1 /2 " PLYWOOD, (2) SIDES, W /10d NAILS ® 4 " O.C. ANCHORAGE: (3) 16d 0 5 O.C. OR 3/4" BOLTS ® 24" O.C. WI 2x2x3/16" BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. DENOTES EXISTING CONCRETE FOUNDATION CONSTRUCTION '- - DENOTES NEW CONCRETE FOUNDATION CONSTRUCTION DENOTES EXISTING 2x4 FRAMED WALL CONSTRUCTION 'YZOA FAO 7,0 DENOTES NEW 2x4 FRAMED WALL CONSTRUCTION fr DRAIN TO EXISTING DOWNSPOUT DRAINAGE SYSTEM —WATER —GAS ALIGN W/ DOOR ROUGH OPENING ABOVE ALIGN WI DOOR ROUGH OPENING ABOVE ALIGN W/ WINDOW ROUGH OPENING ABOVE ALIGN WITH CL RIDGE ABOVE ALIGN NEW WALL W� WALL ABOVE ALTERNATE WATER HEATER LOCATIONS _ ALIGN W/ WINDOW ROUGH OPENING ABOVE EXISTING PONY WALL NORTH 5' 0' j 5' SCALE - 1/4" = 1' - 0" LU Z W C2I LU nc z � w a tt °° ,� 0 5 O H 14I6 1000+ *menus St ivenno, t, w► 99079 425 —a37 —I 290 Macs 0 fpwaMOCS,.ors ECEMBER 3, 2003 EVISION 1.0 EBRUARY 19, 2004 REVISION 2.0 MARCH 17, 2004 REMOVED CRY OF TUKWILA MARS 8 2004 PERMIT CENTER A2.2 of 1 A.-444 10 L A3 2x4 INTERIOR WALL SHEAR PANEL -SEE SCHEDULE FOR TYPE AND ANCHORAGE NEW STRIP FOOTING Fc > 2500 psi UNDISTURBED SOIL FOUNDATION DETAIL FOOTING 0 NEW SHEAR WALL EXISTING FLOOR JOIST 4x8 BEAM A 3\\ DETAIL } A - DETAIL ∎ - #- �i # i I T. L' .7 EXISTING FLOOR JOIST BEAM /POST INTERACTION ® MAIN FLOOR FRAMING EXISTING 2x4 PARTITION NEW FLUSH HEADER BEAM 5/5" TYPE 'X' GWE3 •FLUSH HEADER BEAM CD MAIN FLOOR 7x 9 1/4 PSL BEAM INSTALLED FLUSH I SIMPSON CONCEALED FLANGE HANGERS 4x6 COLUMN lx DECKING AN ■;HOR BOLT EXISTING SLAB ( ) #5 REBAR SCALE - 3/4" = 1' 14x8 BEAM 0 WEST IOF EXISTING STAIR EXISTING FLOOR JOIST (typ) JOIST HANGER (typ) - ISOMETRIC SCALE - 3/4" = 1' - 0" COLUMN BASE SCHEDULE MARK MANUFACTURER MODEL 00 NO BASE REQ'D -USE (2) SIMPSON TS22 81 SIMPSON ABU44 82 SIMPSON A8U46 83 CUSTOM - 3 8 "x5.5x5.5" PLATE w/(2)3 /8x4 "LAGS SEE 10/A5 FOR DETAIL * *INSTALL PER MANUFACTURER ** r O c0 COLUMN SCHEDULE MARK Cl C2 C3 ALIGN WITH WAl L ABOVE ALIGN RIDGE SIZE(in) 4x4 4x6 TS2.5x2.5x 1 /4 COLUMN CAP SCHEDULE MARK MANUF. MODEL DESCRIPTION PO NO CAP REQ'D - USE (2)SIMPSON TS22 P1 SIMPSON BC46 POST CAP P2 CUSTOM - 3/16" STEEL POST CAP W/ (2)1/2" THROUGH BOLTS SEE 11/A6 FOR DETAIL * *INSTALL PER MANUFACTURER ** PO ALIGN WITH C NEW 2ND STORY C2 WALL ABOVE WITH CL PO ABOVE C1 MAT' L QF #2 DF #2 STEEL SHADED LINE DENOTES WALL ABOVE SIMPSON HUS28 (TYP EA SIDE) COLUMN LOAD - FROMBOVW , .. t s.61 4x, 8 _ _ HF2 BEAM w1t'. v 1... 1 LAUNDRY CHUTE SIMPSON HUSC48 *INSTALL PER MANUFACTURER"* JI SHADED LINE DENOTES WALL ABOVE FIRST FLOOR FRAMING PLAN HOLD DOWN SCHEDULE MARK MANUFACTURER MODEL SIMPSON MST27 I7 SIMPSON MST37 SIMPSON MST48 SIMPSON MST60 SIMPSON LTT131 SIMPSON HTT16 SIMPSON HTT22 a r PO C2 81 I C1 7x 9 25 PSL BEAM a, _ • I ALIGN W/ DOOR R.O. ABOVE co PO 1 EXISTING ENTRY I IC�1 ALIGN W/ DQO -- R.O. ABOVE' CONNECTION TYPE WOOD TO WOOD WOOD TO WOOD WOOD TO WOOD WOOD TO WOOD DOLT TO CONCRETE -NAIL BOLT TO CONCRETE -NAIL BOLT TO CONCRETE -NAIL THIN LINES DENOTE WALL BELOW at_ LOAD ALLOWED (lb) 2760 3815 4460 5800 TO STUD 2185 TO STUD 3480 TO STUD 5250 Cl COLUMNS SHOWN ARE SUPPORTING BEAMS SHOWN UNLESS NOTED OTHERWISE PO ALIGN WL DOOR ROUGH C1 OPENING ABOVE PO ALIGN W/ DOOR ROUGH OPENING ABOVE V O c0 0 wv) O 0 RIDGE ABOVE 0 cn Z I- X w ALIGN WITH CL CM ' Of WOO 302 wuItU BOLDING DIVISION Ir SHEAR WALL SCHEDULE MARK CONSTRUCTION DESCRIPTION 1/2" PLYWOOD W/ 10d NAILS 0 2'0.C. ANCHORAGE: (3) 16d 0 5'0.C. OR 3/4" BOLTS 0 24" O.C. W/ 2x2x3/16" BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. ,ANCHORAGE OD (2) 16d 5"0.C. ORO.C. 5/8" BOLTS 0 24" O.C. W/ 2x2x3/16' BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. 1/2" PLYWOOD W/ 10d NAILS 0 6" O.C. ANCHQRAQE: (2) 16d 0 10" O.C. OR 5/8" BOLTS 0 32" O.C. W/ 2x2x3/16" BEARING PLATES. NORTH 5' 0' 5' V SCALE - 1/4" = 1' M 426 2001n Mar ra SE Som.wor ;s►. M A j1107S 2S -837 -1290 40b.00ks O apN.aoay cog DECEMBER 3, 2003 1 )1)`!'t)e" ° re 44 4 1 3 , , Ova A3 9 I 5 (A4 RIDGE BEAM 3/4" T &C DECKING HEADER BEAM 1 /2" GWB DETAIL HEADER BEAM 0 2ND FLOOR WINDOW SEAT CONTINUOUS RIDGE VENT EXISTING RAI- 2x RAFTER BACKER SIMPSON LSU26 X61 DETAIL 5/8" CDX PLY NEW 2x10 RAFTER 1/2" GWB HEADER 7 DETAIL A4 • VENT 1` NEW RAFTER AND WALL INTERACTION ri FLAT 2x PARTITION FLOOR JOIST JOIST HANGER 1/2" GWB NEW SOFFIT WALL 5/8" CDX PLY —3/4 x11-7/8 LVL RIDGE (1) EA SIDE OF CL ® EAST END 1(2) EA SIDE OF CL 0 WEST END NEW 2x10 RAFTER SIMPSON LSSU210 1/2" GWB SCALE - 3/4" = 1' - 0" "BIRD BLOCK" VENTILATION FACSIA BOARD WINDOW UNIT SCALE - 3/4" = 1' - 0" SCALE - 3/4" = 1' HOLD DOWN SCHEDULE MARK V \^ / � V MARK C1 C2 C3 0 MANUFACTURER SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON MODEL MST27 M ST37 MST48 MST60 ITT 131 HTT 16 HTT22 **INSTALL PER MANUFACTURER ** COLUMN SCHEDULE SIZE(in) 4x4 4x6 TS2.5x2.5x 1 /4 MAT' L DF#2 OF #2 STEEL • co CONNECTION TYPE WOOD TO WOOD WOOD TO WOOD WOOD TO WOOD WOOD TO WOOD BOLT TO CONCRETE—NAIL TO STUD BOLT TO CONCRETE—NAIL TO STUD BOLT TO CONCRETE —NAIL TO STUD MAIN FLOOR PLAN LOAD ALLOWED (lb) 2 760 3815 4460 5800 2185 3480 5250 SHEAR WALL SCHEDULE MARK 4,4 CONSTRUCTION DESCRIPTION 1/2" PLYWOOD W /10d NAILS 0 2 "0.C. ANCF ORAG: (3) 16d O 5 "O.C. OR 3/4 BOLTS 0 24" O.C. W/ 2x2x3/16" BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. 1/2" PLYWOOD W /10d NAILS ® 3 "0.C. ANCHORAGE: (2) 16d 0 5 "O.C. OR 5/8" BOLTS O 24" O.C. W 2x2x3/16" BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. 1/2" PLYWOOD W /10d NAILS O 6" O.C. ANLCNORAQE: (2) 16d O 10" O.C. OR 5/8" BOLTS ® 32" O.C. W/ 2x2x3/16" BEARING PLATES. 28' 9 S D DENOTES SMOKE DETECTOR. rr/IIVrdera .... iminmenalMlimumm .11111 iiIMAIIITIWiiiiiii�ZIMA , S /// I/J/ //I/ /H! ////IV/ / / /II//////i///. ■ / //r///r//arzro I/ /III/ /iw/I////II/I/I/ /,r /I C1 LAUNDRY CHUTE OFFICE KITCHEN ALI 71DOOR R.O. ABOVE 741/1R100H /#02/11/4 #/6F/IS/( /I/// / /IR // LIVING DINING ENTRY /I / /IIAI ACI I/ //L %II //I //Y/ IV//Jf/I///r////!//ma ;? ALIGN WITH CE NEW 2ND STORY WALL ABOVE ALIGN WITH Ct, RIDGE ABOVE k 3 9'-6" 6' -9" 28' a '• 8` -.11" 9'-6" . NOTES »VERIFY is1t.L• DIMENSIONS & CONDITIONS. • ENSURE POSITIVE CONNECTIONS 0 ALL BEAM TO POST CONDITIONS. • ENSURE FULL SECTION BEARING TRANSFER TO FOUNDATION. • ALL WORK TO BE IN ACCORDANCE WITH THE 1997 UBC. • ALL DIMENSIONS ARE TO ROUGH FRAMING. • SEE PAGE A3 FOR DOOR & WINDOW SCHEDULE I•I■� DENOTES NEW FRAMED WALL CONSTRUCTION- -2x6 0 16 "oc EXTERIOR —2x4 0 16 "oc INTERIOR (UNLESS OTHERWISE NOTED) DENOTES EXISTING 2x4 FRAMED WALL CONSTRUCTION dr 4. ALIGN WITH CL N RIDGE ABOVE R 0) R CO M CITY Of TU V 4Il.A Ch AMINO JAN 21 2064 As BUILDING DIVISION NORTH 5' 0' 5' SCALE - 1/4" = 1' - 0" • ••1111- ..• ►.IRM . • I. .. ry + W V Z W N uJ z Ui U .426 20061 Mn• W Sewimornish, VIA 46075 423 -637 -1200 sbb'.ohs • spoc.eosyo'i DECEMBER 3, 2003 q Wte it 0 €0 / 4 S ? T A4 of 9 • IJ • Er A5 (2) 7/16" HOLES FOR 3/8* LAGS CL WALL ABOVE CL BEAM BELOW � ' 3/16N, (typ 4 SIDES) NEW EXTERIOR WALL D ETAIL 0 LOWER ROOF LEDGER 1/2" GWB 3/4" T &G PLY LIGHT FRAMING FOR WINDOW SEAT I EXISTING CEILING D ETAIL A zND FLOOR BEA 2ND FLOOR BEAM 5.5" ----' TOP --- 2" (typ) 1 FRONT t. : 1"77 11=10 1. r. : } D ETAIL - BASE B3 COLUMN BASE PLATE B3 V In 3 /B' STEEL PLATE T5 2.5x2.5x.25 'COLUMN 3/8' STEEL PLATE CEDAR SIDING FLASHING 5/8" CDX PLY NEW 2x4 RAFTER NEW 2x6 LEDGER W/ (3)16d 0 16 "OC 1/2" CDX NEW EXTERIOR WALL NEW 2ND FLOOR BEAM 2x6 CEILING JOIST SIMPSON LSU24 NEW I IN SERVICE SKETCH .T .S. SCALE - 3/4" = 1' - 0" SCALE - 3/4" = 1' - 0" (2) 3/8 "x 4" LAG BOLTS SCALE •3 "se 1'w0'/ COLUMN SCHEDULE MARK Cl C2 C3 SIZE(in 4x4 4x6 TS2.5x2.5x 1/4 COLUMN CAP SCHEDULE MARK MANUF. MODEL DESCRIPTION PO NO CAP REVD - USE (2)SIMPSON TS22 P1 SIMPSON BC46 POST CAP P2 CUSTOM - 3/16" STEEL POST CAP W/ (2)1/2" THROUGH BOLTS SEE 11/A6 FOR DETAIL * *INSTALL PER MANUFACTURER** MAT' L DF # DF# 2 STEEL � J 6 � 3 NVco pz 0 tO N r N CO 0 0 o °DID x r CV CO (.1) X W HOLD DOWN SCHEDULE MARK MANUFACTURER �D __________ SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON (iTT16 T7 SIMPSON HTT22 MODEL MST27 MST37 MST48 M ST60 LTT131 * *INSTALL PER MANUFACTURER ** �o S LIGHT M FOR P2 ■ SIMPSON HGUS 5.5/14 C3 (3)1.75x14" CONTINUOUS LVL BEAM I . SIMPSON LUS46 - 4x8 HF #2 BEAM LE i2x8 JOIST lESa ALIGN CL WITH CL PO NEW 2ND STORY C2 WALL ABOVE 6.1.1!3N WITH CL RIDGE ABOVE 0 C1 CONNECTION TYPE WOOD TO WOOD WOOD TO WOOD WOOD TO WOOD WOOD TO WOOD BOLT TO CONCRETE -NAIL TO BOLT TO CONCRETE-NAIL TO BOLT TO CONCRETE -NAIL TO (3)1.75x1 CONTINUOUS LVL BEAM SIMPSON LUS46 4x8 HF #2 BEAM - -�+• LAUNDRY CHUTE fie a, H I 4t_ ..L THIN LINES DENOTE WALL BELOW ---,alt..: + DOU �-} SH1DED LIN DcNOT WILL A SECOND FLOOR FRAMING PLAN CHIMNEY ---L=L=LII-1-2 ROOF BELOW - -J LOAD ALLOWED SIb) 2760 38 4460 5800 STUD 2185 STUD 3480 STUD 5250 EXISTING 2x8 FLOOR JOISTS ® 16" OC COLUMNS SHOWN ARE SUPPORTING BEAMS SHOWN UNLESS NOTED OTHERWISE ALIGN W/ DOOR R.O. ABOVE C� ALIGN W/ DOOR - 1R.0. ABOVE — NOTES • VERIFY ALL DIMENSIONS & CONDITIONS. • ENSURE POSITIVE CONNECTIONS 0 ALL POST /BEAM & BEAM /BEAM CONDITIONS WITH (2) , $IMPSON TS22 FOR WOOD WOOD, OR (2)1 /4x3x 12 FIELD WELDED PLATES FOR WOOD STEEL CONNECTIONS. • ENSURE FULL SECTION BEARING TRANSFER TO FOUNDATION. • ALL WORK TO BE IN ACCORDANCE WITH THE 1997 UBC. • INSTALL ALL HANGERS, BEAMS, AND JOISTS AS PER MANUFACTURERS INSTRUCTIONS. DENOTES SIMPSON U28R JOIST HANGER 0 LVL JOIST, SIMPSON LU28 0 2x8 FLOOR JOIST, OR SIMPSON LIUS28- -2 0 DOUBLE 2x8 JOIST, UNLESS NOTED OTHERWISE (UNO). C1 PO Cl PO C1 L 2 CO In r PO ALIGN , W,[ DOOR ROUGH ® D OPENING BELOW I (3)1.75x14 LVL HEADER ALIGN , W/ DOOR ROUGH , OPENING BELOW H U, 0 O CO CO N® o ALIEN WITH CL Z R:DGE ABOVE i- w CM � SUKrr'�LA WOOED 30 2 12 ` --- Na DIVISION NORTH 5' 0' 5' SCALE - 1/4" = 1' - 0" 3- His 200N+ bore R lswnraswdoh. IIA 90075 125 037 -IMO tWreole • spsc.easy.o►9 DECEMBER 3, 2003 of 9 x, i .Y I MK QTY RO SIZE (WA-0 • 2-3 x 3-7 3-10 x 4 -8 1--8 x 2-4 21.5" x 28" 1 WINDOW - WINDOW - WINDOW - SKYLIGHT DESCRIPTION VINYL DOUBLE HUNG - Ar, LowE VINYL SINGLE HUNG -- Ar, LowE VINYL CASEMENT - Ar, LowE - VELUX VS101 - Ar, LowE U 0.40 0.40 0.40 0.58 0V0 LPG 40.3 53.7 7.78 8.36 1®c to M N N 1 / 4 N (typ 4 SIDES) 1/4 N (typ 4 SIDES) 1 4 typ CAPPED1 TS 2.5x2.5x.25 END DETAIL - CAP P2 3/16" FORMED STEEL — ZINC PRIMER A7 COLUMN CAP P2 1/4" PL. CAP 0 T.S. A7 (2)1/2 "x 4" LAGS BOTTOM WALL PLATE (1)5/8" THRU BOLT 3/16N (typ 3 SIDES) 4) 9/16" HOLES FOR 1 /2"BOLTS (tYP) 3 16 typ typ 3 16 ITS 2.5x2.5x.25 COLUMN 0) C0 Z 3/16 (tYP) 3/16 N (typ 4 SIDES) .24 RIDGE LOAD TRANSFER FRAME 11 R.O. 1/4 N_ (typ 4 SIDES) 3" I.S. 1/4 Ni (typ 4 FACES) 1 /4N Ztyp 4 SIDES) FRONT TOP DETAIL - FRAME A6 12" SIDE AO At# (2) 9/16" HOLES FOR 1/2" THROUGH BOLTS (TYP. EA. SIDE) WALL LET CAP INTO CONTINUOS BEAM 0) 1/2" BASE PLATE L4x2x3/16 (1)5/8" THRU BOLT CG x 8.2# TS 2.5x2.5x.25 WALL LINE EXISTING CEILING LINE (2) 1/2" BOLTS W/ NUT EXISTING INTERIOR WALL --- - TS 2.5x2.5x.25 COLUMN 11/4" PL. GUSSETS! typ (5) PLACES I 11/4" PL. CAPS 0 T.S I typ (2) PLACES j 1 /4" PL. CAPS ® T.S. typ (2) PLACES C6 x 8.2# 11/4" PL. GUSSETS typ (5) PLACES 11/4" PLATE SLOTTED I THRU T.S. COLUMN TS 2.5x2.5x.25 1/2" BASE PLATE — FLOOR LINE 1/2" BASE PLATE L4x2x3/16 CEx8.2# (3)1.75x14 LVL IN SERVICE SKETCH N.T.S. SCALE - 3" = 1' - 0" -J • SIDE SCALE - V HOLD DOWN SCHEDULE MARK MANUFACTURER MODEL 7 SIMPSON MST27 77 SIMPSON MST37 ¶ 7 SIMPSON MST48 SIMPSON MST60 'C/l SIMPSON LTT131 V SIMPSON HTT16 ✓ SIMPSON HTT22 MARK PO P1 P2 Cl C2 C3 **INS TALL PER MANUFACTURER ** COLUMN CAP SCHEDULE MANUF. MODEL DESCRIPTION NO CAP REQ'D - USE (2)SIMPSON TS22 SIMPSC N BC46 POST CAP CUSTOM -- 3/16" STEEL POST CAP W/ (2)1/2" THROUGH BOLTS SEE 11/A6 FOR DETAIL COLUMN SCHEDULE MARK SIZE(in) COLUMN BASE SCHEDULE NO BASE REQ'D -USE (2) SIMPSON TS22 SIMPSON • ABU44 SIMPSON ABU46 CUSTOM-- 3/8 "x5.5x5.5" PLATE w/(2)3 /8x4 "LAGS SEE 10/A5 FOR DETAIL 4x4 4x6 TS2.5x2.5x1/4 MANUFACTURER MODEL 31" - - --- 5' 10"± SKYLIGHT---1-0— 6 r LINEN 24'x24" BENCH 12 12 r/iiazwitovo e 0 CHIMNEY I M/YYwr/YM/MMOIPYom/00i.' vjad%QrvlWl'' IQifw YAv EXISTING STAIR WITH WINDERS FROM OLUMN ABOV D c9 z0. D —P&L.: 2 -6x6- G LINE UP W/ - 6 - s,, STRAP BELOW BUILT -IN 16' -- 5' 1/2" EXISTING EGRESS ROOF BELOW MASTER \ �, BEDROOM BEDROOM 3.5" x 7.25" LVL HEADER -2x6 -8 PKT t d- -H CO N MAT' L DF #2 U-12 STEEL EXISTING MAIN FLOOR EXTERIOR WALL LINE WELDED STEEL FRAME TO TRANSFER RIDGE LOAD AROUND WINDOW (SEE DETAIL 12/A6 CONNECTION TYPE WOOD TO WOOD WOOD TO WOOD WOOD TO WOOD WOOD TO WOOD BOLT TO CONCRETE -NAIL TO STUD BOLT TO CONCRETE -NAIL TO STUD BOLT TO CONCRETE --NAIL TO STUD SHEAR WALL SCHEDULE MARK CONSTRUCTION DESCRIPTION �� 1/2" PLYWOOD W /10d NAILS 0 2 "0.C. ANCHORAGE: (3) 16d 0 5 "O.C. OR 3/4" BOLTS 0 24" O.C. W/ 2x2x3/16" BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. k 1/2" PLYWOOD W/ 10d NAILS 0 3 "0.C. ANCHORAG (2) 16d ® 5"0.C. OR 5/8" BOLTS 0 24" O.C. W/ 2x2x3/16" BEARING PLATES. USE 3x MEMBERS O ADJOINING PANEL EDGES. 1/2" PLYWOOD W /10d NAILS ® 6" O.C. ANCIIDRAGE: (2) 16d 0 10" O.C. OR 5/8" BOLTS ® 32" 0.C. W/ 2x2x3/16" BEARING PLATES. 00 4'--5" --/2'-6"/--- NEW SECOND FLOOR PLAN 14'± LOAD ALLOWED (lb) 2760 3815 4460 5800 2185 3480 5250 28'± 28'± WINDOW SCHEDULE 7'_ 6 " NOTES • VERIFY ALL DIMENSIONS & CONDITIONS. • ENSURE POSITIVE CONNECTIONS 0 ALL BEAM TO POST CONDITIONS. « ENSURE FULL SECTION BEARING TRANSFER TO FOUNDATION. « ALL WORK TO BE IN ACCORDANCE WITH THE 1997 UBC. « ALL DIMENSIONS ARE TO ROUGH FRAMING. • SEE PAGE A3 FOR DOOR & WINDOW SCHEDULE DENOTES NEW FRAMED WALL CONSTRUCTION- - —2x6 0 16 "oc EXTERIOR —2x4 0 16 "oc INTERIOR (UNLESS OTHERWISE NOTED) DENOTES EXISTING 2x4 FRAMED WALL CONSTRUCTION e SD DENOTES SMOKE DETECTOR. - 2' 2x6 WALL 14'± 6" 4 '_ 1 " - , k WELDED STEEL FRAME TO TRANSFER RIDGE LOAD AROUND WINDOW (SEE DETAIL 12/A6) QO I r CITY GF Tth(WLuA Arta JAN 2 1 2004 AS ttUitU ' -II DIVISION NORTH byvvvvvvt J SCALE - 1/4" = 1' - 0" C � LU U Z LU 1 7) D LU Z � LLI (/) .t° U e 142$ 2000, A.M':N !E Sionam pion. MA 90075 VS-137- 129C olibrooke 0 snoo *e. q.orq DECEMBER 3, 2003 A6 of 9 I AN ADDMON TO & REMODEL OF THE 'TUKWILA, WA 98188 SECTION \ \ A7J 4X4BOLT1NC BRACKET 2.5x2.5x0.25 TS COLUMN BASE PLATE BELOW 3 16 (VP) rE SECTION GUSSET 0 LOWER CL COLUMN SCALE - 3" = 1' - 0" A7 11/16" HOLES FOR (1)5/8" THRU SOL WALL UNE 11/16" HOLE FOR1 (1)5/8" THRU BOLT 3 16 typ EA SIDE t EA SIDE 3/ 3 16 typ) 3 16 (VP) 1 /4 N (typ EA. SIDE) 114 N (typ EA. SIDE) WALL UNE 3.56" I.S. A 0 ) 0 8.5" 2" SECTION VERTICAL SECTION 0 FRAME CL 31_16b, (typ EA SIDE) .5x3x3.5" PL POST ASE L4x2x3/16" BRACKET C6 x 8.2# -----E WALL SCALE -3 "= 1'-0" L4x2x3/16" BRACKET 1/4" PL. GUSSET C6 x 8.2# CHANNEL 2x4 BLOCKING 2x4 BLOCKING C6 x 8.2# CHANNEL 1 /4" PL. GUSSET 1/4" PL. T.S. CAP 1/4" PL. GUSSET SLOTTED THRU T.S. 2.5x2.5x0.25 T.S. COLUMN (2) 9/16" HOLES FOR (2) 1/2"x 4" LAGS 1/2" BASE PLATE SCALE -3 "= 1' -0" 3 16 F A7 CAPPED TSI COLUMN BELOW (typ A (typ ALL EDGES) 2.5x2.5x0.25 TS COLUMN 1/2" BASE .. PLATE WALL UNE WALL I E D SECTION A7 C6 GUSSETS SECTION BASE PLATE 0 LOWER CL COLUMN 1/4 N (typ 4 SIDES) 1/4 N (typ EA. SIDE) 3/16 (VP) e 1 :► C r SECTION /4" PL GUSSETS VERTICAL SECTION 0 LEFT UPRIGHT CL SCALE - 3" = 1' J z J C6 x 8.2# SCALE - 3" = 1' 3 16 (typ 4 SIDES) -- GC WALL 2) 9/16" HOLES FOR 2) 1/2"x 4" LAGS SCALE - 3" = 1' 1/4" PL. GUSSET C6 x 8.2# CHANNEL 2.5x2.5x0.25 T.S. 2.5x2.5x0.25 T.S. 1/4" PL. T.S. CAP 1/4" PL. GUSSET C6 x 8.2# CHANNEL WALL ,f fl f, r COLUMN CAP SCHEDULE MARK MANUF. MODEL DESCRIPTION PO NO CAP REQ'D - USE (2)SIMPSON TS22 P1 SIMPSON 8C46 POST CAP P2 CUSTOM - 3/16" STEEL POST CAP W/ (2)1/2" THROUGH BOLTS EE 11/A6 FOR DETAIL COLUMN SCHEDULE MARK SIZE(in) Cl 4x4 C2 4x6 C3 TS2.5x2.5x1 /4 0 0 0 z F W LOOKOUT FASCIA MAT'L DF #2 DF #2 STEEL ' Cl I WELDED STEEL � s� FRAME BELOW 12" LOWER OH . -7?-4 1.1 6" UPPER OH t l I J J 1 1 T r• 0 N (LOWER ROOF) - 2x10 HF#1 RAFTERS 0 24" OC WITH SIMPSON LSSU210 0 RIDGE END (UPPER ROOF) -ir 0 w C I 0 r- FASCIA ROOF FRAMING PLAN 2x4 RAFTERS 0 24" OC J _l J _I _I —r - Ft NOTES ROOF • VERIFY AI DIMENSIONS & CONDITIONS. • ENSURE POSITIVE CONNECTIONS 0 ALL POST /BEAM & BEAM/BEAM CONDITIONS WITH (2) SIMPSON TS22 FOR WOOD WOOD, OR (2)1/4x3x12 FIELD WELDED PLATES FOR WOOD STEEL CONNECTIONS. • ENSURE FULL SECTION BEARING TRANSFER TO FOUNDATION. • ALL WORK TO BE IN ACCORDANCE WITH THE 1997 UBC. • INSTALL ALL HANGERS, BEAMS, AND JOISTS AS PER MANUFACTURERS INSTRUCTIONS. n DENOTES SIMPSON JOIST OR BEAM HANGER =REFER TO SPECIFIC LOCATION FOR MODEL NUMBER (UNO). BELOW J /_ WALL LINE BELOW EXISTING 2x4 RAFTERS 0 24" OC ADD SIMPSON LSU26 0 RIDGE TO EACH I 0 I I I 1 T I PO C1 — J FASCIA WELDED STEEL FRAME BELOW COLUMNS SHOWN ARE SUPPORTING BEAMS SHOWN. LOOKOUT WALL LINE BELOW CITY OF TUMUA APPROVtO JAN 21200 AS WILD BUILDING DIVISIO po NORTH 5 ' 0' 5' bvvvvvvrat SCALE - 1/4" = 1' - 0" • 426 2001h Pas. .,et SE Ssw. ii , WA 960' '25 -6.j7- 1290 •bbrr/q 0 IA..ascsy o' DECEMBER 3, 2003 A7 of 9 . .r...�;,.._�.;, RIDGE VENT (typ) ASPHALT SHINGLES TO MATCH 4, C E co r) RIDGE VENT (typ) ASPHALT SHINGLES NORTH ELEVATION SOUTH ELEVATION L_ .J EXISTING MASONRY CHIMNEY SKYLIGHTS EXISTING RIDGE EL= 24' —6 "T1— 41 MATCH TRIM & SIDING EXISTING MASONRY CHIMNEY BACK GRADE EL= 0' -0" 1 0' 10' FRONT GRADE EL= 1't SCALE - 1/8" = 1' - 0" 10' 0' 10' SCALE - 1/8" = 1' -0" EXISTING SECOND FLOOR EXISTING TOP PLATE -H x to EXISTING MAIN FLOOR -H EXISTING TOP PLATE 0 EXISTING BASEMENT FLOOR ,EXISTING RIDGE EL= 24' -6 "+ /— -H EXISTING SECOND FLOOR EXISTING TOP PLATE +I' c0 CO EXISTING MAIN FLOOR -+I EXISTING TOP PLAT!: 0 cD EXISTING BASEMENT FLOOR • • FRONT GRADE EL= 1' EAST ELEVATION MATCH TRIM & SIDING REAR GRADE EL= 0 -0 "'t EXISTING MASONRY CHIMNEY RIDGE VENT (typ) RIDGE VENT MATCH SHINGLES SKYLIGHT WEST ELEVATION a C E M RIDGE VENT F---- ASPHALT SHINGLES TO MATCH EXISTING MASONRY CHIMNEY MATCH TRIM & SIDING 10' 0' 10' SCALE - 1/8" = 1' - 0" C1;Y OF TUK� U� APPROvti JAN 2 1 2004 AS �U ItU BU ILDING DIVISION 1 0' 0' 10' fr VW/ v/ ( 7 4 - 7.7 SCALE - 1/8" = 1' - 0 w -. uJ (f) U w LU LU ; IV) (9) U e ■ )426 2OOt Aver _• 'i a.o+iww+Mt..Y► 1111073 129 -e37 -1290 eliwooks • speedway we DECEMBER 3, 2003 A8 9 �► 4 A9 NEW ROOF /CEILING CONSTRUCTION ASPHALT SHINGLES 30# ROOFING FELT 5/8" CDX PLY 2x10 RAFTERS 0 24 "oc R-38 INSULATION 4mil VAPOR BARRIER 1/2" GWB EXTENDED SECOND FLOOR CONSTRUCTION 3/4" T &G CDX PLYWOOD 1 3/4 x 7 1 /4" LVL FLOOR JOISTS R -19 SOUND INSULATION EXISTING LATH & PLASTER CEILING STRUCTURAL SECTION EXISTING ROOF CONSTRUCTION ASPHALT SHINGLES 15# ROOFING FELT SHEETING 2x RAFTERS ® 24"OC INSULATION LATH & PLASTER EXISTING FRAMED FLOOR CONSTRUCTION 1x DECKING 2x8 FLOOR JOISTS 0 16"oc LATH & PLASTER (2ND FLOOR ONLY) 1 , STORAGE STRUCTURAL SECTION I VENT • GRADE EXTENDED EXTERIOR GABLE CONSTRUCTION CEDAR SIDING TYVEK 3/4" CDX PLYWOOD 2x4 STUD 0 16 "OC R -21 INSULATION 4mil VAPOR BARRIER 1/2" GWB EXISTING EXTERIOR WALL CONSTRUCTION CEDAR SIDING ROOFING FELT lx SHEETING 2x4 STUDS 0 16"OC INSULATION LATH & PLASTER NEW ROOF /CEILING CONSTRUCTION ASPHALT SHINGLES 30# ROOFING FELT 5/8" CDX PLY 2x10 RAFTERS 0 24 "oc R-38 INSULATION 4mil VAPOR BARRIER 1/2" GWB NEW EXTERIOR WALL CONSTRUCTION CEDAR SIDING TYVEK 1/2" CDX PLYWOOD 2x6 STUD 0 16 "OC R-21 INSULATION 4mil VAPOR BARRIER 1/2" GWB 5' 0' 5' [7 SCALE - 1/4" = 1' - 0" EXISTING EXTERIOR WALL CONSTRUCTION CEDAR SIDING ROOFING FELT lx SHEETING 2x4 STUDS ® 16 "OC INSULATION LATH & PLASTER • 5 ' 0' 5' VVVVV SCALE = 1' - 0" .. ,..._r... 0.11 GI 100 AeK pytO 30 200 BU ILD a DWIS T3n egLi .......14..x•.. worm " LU U Z LU LU a z Lill a � Ln 5 3 0 5 Vey 426 2006't frearue SE lorromg6.001. Ms 9!075 4 25- 037 - t210 'Wade • sommosy cog I DECEMBER 3, 2003 Dee nittrtor I ? e ivri r• t_ .,,..... r a r,.. .......,f. r , r• #. 1pt �.wa..u..n..�...r.w.w .,.....�. • . -.. .