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HomeMy WebLinkAboutPermit D03-024 - LINDAL CEDAR HOMES - REMODEL, ADDITION AND DECK COVERD03 -024 Lindal Cedar Homes, Inc. 4300 So. 104t" Pl. CANCELED City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 t (206) 431 -3670 Parcel No.: 0323049213 Address: 4300 S 104 PL TUKW Suite No: Tenant: Name: LINDAL CEDAR HOMES INC Address: 4300 S 104 PL, TUKWILA WA Owner: Name: LINDAL CEDAR HOMES INC Address: 10411 EMPIRE WAY S, SEATTLE WA Contact Person: Name: GENE HARFST Address: 4300 S 104 PL, TUKWILA WA Contractor:' Name: LES WHITE CONSTR Address: 308 73RD SW, EVERETT WA Contractor License No: LESWHC *0954B Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm DEVELOPMENT PERMIT 1 NOV 16 2003 DESCRIPTION OF WORK: INTERIOR REMODEL (2339 SQ FT) TO EXISTING SHOW HOME INCLUDING A 123 SQ FT ADDITION, AND 325 SQ FT COVERED DECK AREA. Value of Construction: $165,057.20 Fees Collected: $2,254.03 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 7 Start Time: Private: N Private: N ** Continued Next Page ** D03 -024 Number: 0 Start Time: Volumes: Cut Permit Number: D03 -024 Issue Date: 02/13/2003 Permit Expires On: 08/12/2003 Phone: Phone: 206 - 725 -0900 X 228 Phone: ation Date: 12/11/2003 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: N Public: N Printed: 02 -13 -2003 The granting of this regulating construc Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: z ,F-- Z 6 _i O 00 0, ❑ does not presu a to give authority to violate or cancel the provisions of any other state or local laws J = e performan of work. I am authorized to sign and obtain this development permit. 0 u. w O Date: gQ = a . w z � I— O Z F- U ❑ ON ❑ I— W u1 U- O .• z W U= 0 F- �1�. -crAii . Date: -/3 -03 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. 12, This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03.024 Printed: 02 -13 -2003 z doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / ( 206) 431 -3670 Parcel No.: 0323049213 Address: 4300 S 104 PL TUKW Suite No: Tenant: LINDAL CEDAR HOMES INC PERMIT CONDITIONS D03 -024 Permit Number: D03 -024 Status: ISSUED Applied Date: 01/21/2003 Issue Date: 02/13/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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). 4: 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. 5: 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. 6: 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). 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 11: Maintain fire extinguisher coverage throughout. 12: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 13: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 14: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 15: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 16: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 17: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 18: CaII the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 19: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 20: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 21: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Printed: 02 -13 -2003 23: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 1 hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating constr r the performance of work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -024 Date: 13 Printed: 02 -13 -2003 Site Address: Tenant Name: Property Owners Na Mailing Address: Name: Contact Person: E-Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 s. 11W umPikb cf,m12- CONTACT PE14 (N Mailing Address: kapplicationskpennit application (1.2003) 1/2003 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** 10/rrii FL> E-Mail Address: ec- (Amok, . adA• Contact Person: ()FiVe 14Affgr E-Mail Address: C--,1„A)(4 e umoiett, .com 7412ctil-ircts 5. Page 1 Building Pertnit:Na. 3- Mechanical Permit No Public Works Permit No : • . , .(For office ' • King Co Assessor's Tax No.: Suite Number: City Company Name: Mailing Address: 14311 Se ( (0 St (FEtt/5 City Contact PersontliJ 1 15--- Day Telephone: E-Mail Address: cY(AN\ tc...&, ir-(Apptev (A/4. plains • CMA.. Fax Number: :ENGINEER OF RECORD - All plans must be wet stamped by Engineer`of Record State Floor: New Tenant: D .... Yes El ..No Day Tele hone: 20(. K-zze 01b tiliA me City State Zip Fax Number: 26Y,2 - 72.1 (0 Company Name: ,ES K.11-1/1"E WA S r Mailing Address: (AIVOI OtiOrF- ow/1 4- 5. ittf 11)K(AA/A tAAP • '10176 city State Zip Day Telephone:206 TZ-S 0100 Fax Number: 20 (p I (e { Contractor Registration Number: (4 O S Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** *ARCHITECT OF:RECORD mu be wet stamped by Architect Of Record ' ; • , M M ate 1 25- (o4( - () 2S- 41- 5316 Company Name: Mailing Address: State Zip City Day Telephone: Fax Number: : :BUILDING PERMIT'INFORN i9N 5 I WV( - \applications \permit application (1.2003) ►!2003 206 -3670 Valuation of Project (contractor's bid price): $ [5t f t ) Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? 0... Yes ❑ .. No If "yes ", see Handout No. Number of Parking Stalls Provided: Standard: Compact: for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): 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. Handicap: Will there be a change in use? ❑...Yes ❑ .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm ❑...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If"yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District ❑.. Water District # 125 ❑... Highline Water District 0... City of Renton Water District Sewer ❑ ,. City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) Page 2 Existing Interior . Remodel Addition to . Existing Structure New Type of Construction per UBC Type of Occupancy per UBC 1" Floor , E Zc - 1 e7 "r I`-' 43 2 " Floor (t40 4 i� `t - 1� 1 l" 3f° Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck ZS - I P - T::::7 Uncovered Deck : :BUILDING PERMIT'INFORN i9N 5 I WV( - \applications \permit application (1.2003) ►!2003 206 -3670 Valuation of Project (contractor's bid price): $ [5t f t ) Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? 0... Yes ❑ .. No If "yes ", see Handout No. Number of Parking Stalls Provided: Standard: Compact: for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): 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. Handicap: Will there be a change in use? ❑...Yes ❑ .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm ❑...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If"yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District ❑.. Water District # 125 ❑... Highline Water District 0... City of Renton Water District Sewer ❑ ,. City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) Page 2 PUBLIC WORKS ;PERMIT INI!, AMATION 206- 433 =01' Scope of Work (please provide detailed information): Street Use: ❑ .. Street Use Land Altering and /or Hauling: ❑ .. Land Altering: ❑...Cut Storm Drainage: ❑ .. Storm Drainage ❑...Flood Control Zone Sewer Information: ❑ .. City of Tukwila Sewer District ❑ .. Sanitary Side Sewer Water Information: ❑ .. City of Tukwila Water District a. Water Main Extension ❑ .. Water Meter/Exempt: ❑ .. Water Meter Permanent #: Monthly Service Billing to: Name: Mailing Address: \applications\pennit application (1 -2003) 1/2003 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑... Channelization /Striping Water ... ❑ Water Meter Refund/Billing: Name: Mailing Address: Call before you Dig: 1- 800 - 424 -5555 cubic yards ❑...Fill 0... Curb cut/Access /Sidewalk ❑ -. Val Vue Sewer District ❑...City of Renton Sewer District ❑ .. City of Seattle Sewer District 0.. Sewer Main Extension ❑ .. Private ❑ .. Public ❑ .. Water District #125 0... Highline Water District 0... Cit of Renton Water District ❑ .. Private ❑ ...Public Size(s): ❑.. Deduct ❑...Water Only Sewer ... Size(s): Size(s): Size(s): ❑ .. Water Meter Temporary #: ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: Page 3 City Sewage Treatment Day Telephone: Day Telephone: City cubic yards ❑ .. Hauling State Fire Line .... ❑ State Zip Zip : .v� sr Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <I00K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP/I00,000 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 MECAANICAL:PERMIT INF,ORMATION 206- 431= 3670.: St MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: 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 ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....0 Replacement .... LJ Commercial: New ....0 Replacement .,..0 Fuel Type: Electric Gas ....[] Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY 1FY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY RJ Y BY THE WS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Mailing Address: BUILDIN R AUfHORI D AGENT Signature ►` �eJ� -4 e i Print Name: ■applications \permit application (1.2003) 1/2003 Page 4 Date: I 2(•o3 Day Telephone: 2-02 - ]25 1 c2' Z K c W City State Ztp Date Application Accepted: -- 7-fro 3 Date Application Expires: Staff r 1 •... v�.i "::. , �e�. is \ern. P.}% .. - -. .1„w9:i i wµw •� uvwi. �i::. J.�,:.:..a.4:.+.NS:ns•.•,i++�+. 'kMC: "7•.nMa.4k: +.wtisln'4w :��::L!t;,S • t 7. *rnU fl.d )iX.14Miae.v'4?.J4 1a:Y.ti..•a ".%MA ti Ja a1HL: gi+,NC61YH.* C.. '* .mw... -....r .. rp City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0323049213 Permit Number: D03-024 Address: 4300 S 104 PL TUKW Status: PENDING Suite No: Applied Date: 01/21/2003 Applicant: LINDAL CEDAR HOMES INC Issue Date: Receipt No.: R03 -00064 Payment Amount: 889.12 Initials: BLH Payment Date: 01/21/2003 03:07 PM User ID: ADMIN Balance: $1,364.91 Payee: LINDAL CEDAR HOMES TRANSACTION LIST: Type Method Description Amount Payment Check 073714 889.12 ACCOUNT ITEM LIST: Description Account Code Current Pmts doc: Receipt BUILDING - RES 000/322.100 PLAN CHECK - RES 000/345.830 2.94 886.18 Total: 889.12 4A0 01/23 '71.r; TOTAL O9 12.. Printed: 01 -21 -2003 Payee: LINDAL ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0323049213 Permit Number: D03 -024 Address: 4300 S 104 PL TUKW Status: APPROVED Suite No: Applied Date: 01/21/2003 Applicant: LINDAL CEDAR HOMES INC Issue Date: Receipt No.: R03 -00178 Payment Amount: 1,364.91 Initials: KAS Payment Date: 02/13/2003 03:48 PM User ID: 1684 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 073987 1,364.91 BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 1,360.41 4.50 Total: 1,364.91 ::'.2/14 )7:i.6 1'OlA 136“/1 Printed: 02 -13 -2003 Proje ( 414:4 1. 4*ryp - e TiTtfolett- (..), y Ad re2,..: 5 to v i yi Dit Called: Special Instructions: ) 3X 5 /ogo Z 89 Date Wanted: ../,V 0/03 a,.....m, P.m. Requester: / . e/ . Phone No: i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION pproved'per applicable codes. • , • • • • •• • • • , 6300 S9ithcenter B(vd. #100, 7ikwiIa,W _ 06)431-3670 LJ Corrections required prior to approval.:: ECOMM NTS: rr IP° rgActrLe Inspector: Date: j 0_ $47.00 REINSPECTION FEE REQUIltED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . )+; Project: Typo. •f Inspection: Ac • ress: 00 34> < <D � Date Called: (, � 13o Special Instructions: Date Wanted: 5 ilia? qi:771.... Request t, es (4,1 Phore o: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: F--0-5 ? ova I nspect •r: 7.00 REINSPE aid at 6300 South rrc -4 R-ceipt No.: Date: / , f 1 ON FEE REQUI D . P rior to inspection, fee must be enter Blvd., Su' a 100. Call to schedule reinspection. Date: pproved per applicable codes. Corrections required prior to approval. Projec /` 4 Ty of Ins ectn ! / (J Xiitt Add a 5' 5 0 40({4_1") p D e Called: q//o(o3 Spe nstru ctions: Date Wanted: i / 63 0:5 11 p.m. Re uester: �< /j ( P ( iS J 35c)- Q INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DC)3 PER u' NO pproved per applicable codes. Jj Corrections required prior to approval. COMMENTS: 7d-Ior. tr 0 ,)10 Date: L' (1 70. El $4 .00 REINSPECTION FE REQUIRED. Prip to inspection, fee must be pai • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206)431 -3670 Prick j Type of Inspec on: Ad r3bb _SD ���. Date Called. ' I/ Le frf� v Spe ial Instructions: Date Wanted l ( x/ l Request r: . e Whit Phor�'e : \ 35 � - g ( eg a INSPECTION RECORD (�� Retain a copy with permit £3 ?L/ T NO INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 20•)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: \A-d\lcic) .41-(L) • ON r Date: w- � - 7 -a 3 FEE REQUIRED. P o $47.00 REINSPECTI r to inspection, fee must be \aid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Copyright 1999 MFG. AND MODEL #: MILGARD WINDOWS - VINYL - 6000 SERIES (OR EQ.) - CLR/HARD LOW -E /ARGON WINDOW TOTALS NAME I TYPE I (IN F E T) I HEIGHT FEED AREA QUANTITY IN SQUARE FEET HOW MANY) I (IN SQUARE ARE F ET) U - VALUE UA VALUE LO ER FLO EXISTING TO REMAIN UNCHANGED 1 1 I 1 1 1 MAIN. FLOOR 1 DINING FIX 2.50 7.00 17.50 3.00 52.50 0.36 18.90 it. GREAT ROOM FIX 2.50 7.00 17.50 8.00 140.00 0.36 50.40 GREAT ROOM FIX 5.00 5.33 26.65 1.00 26.65 0.36 9.59 BEDROOM #2 CA 2.50 3.50 8.75 4.00 35.00 0.37 12.95 BEDROOM #3 CA 2.50 3.50 8.75 4.00 35.00 0.37 12.95 BEDROOM #3 FIX 2.50 3.50 8.75 1.00 8.75 0.36 3.15 BATH FIX 2.50 3.50 8.75 1.00 8.75 0.36 3.15 ENTRY FIX 2.83 3.58 10.13 4.00 40.53 0.36 14.59 ENTRY FIX 2.83 2.83 8.01 10.00 80.09 0.36 28.83 ENTRY FIX 2.83 1.50 4.25 2.00 8.49 0.36 3.06 ENTRY FIX 2.83 1.00 I 2.83 2.00 5.66 0.36 2.04 NOOK FIX 2.50 5.33 I 13.33_ 6.00 79.95 0.36 28.78 TOTAL MAIN 521.36 188.39 UPPER FLOOR M. BDRM. CA 2.50 3.50 8.75 4.00 35.00 0.37 12.95 M. BATH FIX 1.75 2.67 4.67 3.00 14.02 0.36 5.05 M. BATH FIX 1.75 5.00 8.75 3.00 26.25 0.36 9.45 M. BATH CA 1.75 5.00 8.75 2.00 17.50 0.37 6.48 W.I.C. FIX 2.50 1.75 4.38 2.00 8.75 0.36 3.15 LOFT FIX 2.50 1.75 4,38 3.00 13.13 0.36 4.73 TOTAL UPPER 114.64 41.80 MANUFACTURER AND MODEL #: MILGARD WINDOWS - MODEL #780 (OR EQUAL) - CLR/CLR SKYLIGHTS 0.00 0.00 I 0.00 I 0.00 I 0 0.00 0.00 TOTAL SKYLIGHTS 0.00 0.00 MANUFACTURER AND MODEL #: SIMPSON DOOR CO. "MASTERMARK" (OR EQUAL) - W/ LOW E, ARGON S.C. PANEL DOORS - 2000 SERIES, (20 MIN.) - 9000 SERIES, GLASS DOOR - 6000 SERIES DOOR GLAZING ENTRY 3.00 7.00 21.00 2.00 42.00 0.36 15.12 DINING (PATIO DR.) 2.50 6.67 16.68 2.00 33.35 0.47 15.67 KITCHEN SCW 2.50 6.67 16.68 1.00 16.68 0.39 6.50 GREAT ROOM (PATIO DR.) 2.50 6.67 16.68 2.00 33.35 0.47 15.67 BDRM. #2 (PATIO DR.) 2.50 6.67 16.68 2.00 33.35 0.47 15.67 M. BDRM. (PATIO DR.) 2.50 6.67 16.68 2.00 33.35 0.47 15.67 TOTAL DOOR GLAZING 192.08 _ 84.32 SUMMARY TOTAL GLAZING SQ. FT. 828.08 TOTAL HOUSE SQ. FT. 2,516.00 TOTAL GLAZING 828.08 Glazing % 32.9% GLAZING UA 314.51 FILE COP, Kappler Architects, P.S. JOB NAME: JOB NUMBER: LINUAI. CEDAR (IOM .S- SUNBURST MODEL REMODEL' tr; 02134.24 ?t 4 ;rYik Cal CV r ,\ ,��1 FEB 12f'V3 DATE: BY: CITY OF TUKWILA JAN 2 1 2003 PERMIT CENTER I 1/20/2003 1 KMK tO3 024 c.. Option Glazing Area %ofFloor Glazing U- Factor Doc? U- factor Ceiling Vaulted Ceiling Wall Above Grade - Wall Int Below Grade Wall Ext Below Grade Floor Slab On Grade Vertical Overhead' 111 Unlimited Group R -3 Occupancy Only 0.40 0.58 l 020 R-38 R 30 R-21 R -21 R -I0 R.-30 R -10 State: Contact: Phone: Fax: • Site Information Lot: -- i Address: 4.309 S. 10 114 6F City: )414 Zi _8_ LA 6opitr2- C2 ) 72S - Phone 2: (2a) 725 -1(015 This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option III. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ✓ 602.6 Exception 1. One door, that is 24 ft. or Tess, that does not meet the standards is allowed. Location of the door taking this exception A t 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception Prescriptive Approach — Simple Form For the Washington State Energy Code (2001 Edition) e1 See the code text for footnote references Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Cooperative Extension Energy Program Prescriptive — Simple Form — Climate Zone 1 1W Permit #: Building Department Use Only Do Notes: UIIY OF ILJKWIIA APPROVED f E L 1 2 2033 lip �Y) FJ ,rte Table 6 -1 PRESCRIPTIVE REQUIREMENTS ° ' 1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (U nlimited Glazing Option Onl ALL Pcri2-3 RECEIVED CITY OF TUKWILA JAN 21 2003 PERMIT CENTER 5/31/2002 Doi- October 7, 2003 Gene Harfst 4300 South 104th Place Tukwila, WA 98178 RE: Permit Application No. D03 -024 4300 South 104th Place Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to November 16, 2003, 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 -024 Bob Benedicto, Building Official Cii of Tukwila • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 S .�ii'aTJ.S�,a 'y:'csiWu. PERMIT COO;D COPY PLAN REVIEW /ROUT NG SLIP ACTIVITY NUMBER: D03 -024 PROJECT NAME: LINDAL CEDAR HOMES SITE ADDRESS: 4300 S 104 PLACE DATE: 06 -10 -03 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEP RIME TS: 61, tj_ce 07l II I � Buil ing Division al Fire Prevention �] Public Wks j o � r l WA /0 _* Structural El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -12 -03 Complete [v7 Incomplete ❑ U Planning Division Permit Coordinator je Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS 0 CORRECTIONS: REVIEWER'S INITIALS: Documents /routing sllp.doc 2 -28.02 PERMIT COORD COP 'Y DUE DATE: 07 -10 -03 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: ACTIVITY NUMBER: D 03'02 1 4 DATE: 01 -21 -03 PROJECT NAME: Linda) Cedar Homes SITE ADDRESS: 4300 S 104 PI Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Kw AV 6, 2.5' Building Division `' Public Works 1 Structural tf116n Ili 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete F r Incomplete 111 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Fr Structural Review Required APPROVALS OR CORRECTIONS: Documenlshouting slip.doc 2-20-02 PLAN REVIEW /ROUTING SLIP -rl2- Avc Fire Prevention Planning Division C Permit Coordinator DUE DATE: 01-23-03 Not Applicable E No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 2-20-03 Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DA TE: Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i6.iikw': »f Cr =5�4:C:. Revision No. Date Received I 1 Staff Initials Date Issued ' I Staff Initials Received By: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 Summary of Revision: Received By: PROJECT NAME: /INC" eEDftr2 " PER!` T NO:. X03-02'/ Site Address: 930a Sfo% 004 Original Issue Date: z ~i3 -03 Revision Date No. 1 Received / Summary of Revision: Revision No. Summary or Revision: Revision No. Summary of Revision: REVISION LOG Staff Initials 4 - 9 -03 S,eS Date Received Date Received TJacv ,Co Staff Initials Staff Initials Received By: Received By: Date Issued ♦nr S - /7144-,.■ Receive Date Issued Date Issued (please print) ' (please print) (please print) (please print) - Staff Initials Staff Initials Staff Initials City 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. Date: */*/o, Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # x r Revision # I c - t s5 wta� Project Name: r• AL axAr Project Address: 416 's. 104 1=1, . Contact Person �( G Phone Number Z00 - 7 — 1 2 Summary of Revision: 0.14L4.1r gevri.J6? l fit ► 14 LclPMP 'DOCK-- 4t, no RECEIVED CITY OF TUKWILA PERMIT CENTER Sheet Number(s): A 1 . 1 ) A2, t l A2 .. 2„ ) A , A4 045 A & I A P "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: \ S l e Entered in Sierra on 4 I- "no 3 03/25/03 LL F625.052.000 01971 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL '' .i1;ika RF�GISTt> ,# ; EXP. DATE CC012,;)44ESWHC *0954B 12/11/2003 EEEEPTIVq D,AT L Sr16;:,; 0.7,/02 /1991 LES•:,;WHI'I;E CONSTRUCTION . . 308 73RD •SW EVERETT WA 98203 Z 1 • w O 0 N 0 J � W O LLQ = W I _ Z F. I 0 Z f- 2 O D ' O - O F- Ww 0 LO •• Z W U = 0H Z r �r- TTry_. �.4 :. i _ i.._ - .— —� , . _`s .. �! _ . y. i.a , y1 _s.0 r•..y l ._: -.t.s- i ...i_.:.. .::._1... 1 `t �1 _ -i ,.„� ii I 1 1 1, I i i (jf 1. ` i ! } j `4 - r ' �; T IL ! fly..i} , ! .;_;.� ii -, i ,..._...1.1 f T.u__' �. - -..`+-- - err .�. . _,.,, .L.jy -_; } + 4.,i ....;.am -L_ 1 ... 71_, „)._.‘.,..4.,.....i -..L 1 • ,' 1_lii� iLL �,1 �.� , , ! ; i�i.: 11_: ._ 11 .i1 L,i j .i 1._t �! �,� + t _!x_1.1, • ` i- 1__LI- ' 1-=-� -1t J ' ' ; it �! -,s-- `,' w.._.i. - } , 11-.,i - r ` 1 . i� r , , t i ' s; i1 , j ! 1 , 1 i3 1 1 t� ! 1 { } { .:i + ; It 1_�___". , -,Lilt" ,-I;. -_4. 1, t -rr4 -. --- :L-i -j ._j ; ' i , I I: i_l, i.; i4 _lL 2-1-__;..,-,,,,,:i;0"- i ,. it } ! + ` it }: 11 I i:. 1 1 , 1111_1.1 Li j‘t u t i „ ; ; Ij , t, ? I }, I, 1' , i i P--- . `1 4-. 11.—;-•L4-4,-.,1-- , l'i 4 - '*- +t-I"';41-41-1- j't -I '''''-'4.1. --,..--1-,--_____L_ , i-Lii. „1.1-:!,1-,:,-,4,- ----_--.,---__ , ,, I Side Elevation x_ -..... - '--�__ - -- - :_:.�• -4 --- - •, ----r,--- - -- - ,- -r,- -- --H----,-,-,,,----- - --1-7-----1-7-, - :.., - -ti- .. . - .w.. ...r -w -M.l -.^'...— N.. w.M.r , rw� ... is..... Y" -.yyM' - a � !P+' .♦ J..r fi ary .o... -.y. f rte.- Y"?,�1�0 On INIMIMEI NUMMI .� n l MIMI MI .._. I N MIINIII IMWNI ■.a S�s. ..miaas,m+aa.Nr�ar��iasiasl�r�a� 1111111211111N11111 •••••11 ammommine. �rfrIrrr.rr�arr�r�arsa arl'rhl~l� 111111it1iiil/1 ■ ■ ■ ■ • • .a.�. ill01H111N1 '�'�` • • • • • • i,,••■ si. •ni•�rr+r�it -ice .... IWO Mill .:: Thal MINI El 11111 • 1111 11 :III! !III 1 II III �I' 11111!! = ,!!,r!!!!!!!! 'll 1111111 II .i • i• • ■ • - ■- • • r 1 • 111 11111 1!' 11l,' Rear Elevation Side Elevation 1 r :: +1 tit I 11. p0ao7S4d LINDAL CEDAR HOMES SUNBURST MODEL - REMODEL e)(12 ■ • ■ • I IS Upper Floor Plan • FILE COPY I understand that the Pian Check approvals are subject to errors and omissions approval al of plans does not authcize the violation any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. SQUARE FOOTAGE EXISTING LOWER FLOOR PROPOSED LOWER FLOOR EXIST. MAIN FLOOR PROPOSED MAIN FLOOR EXIST. UPPER FLOOR PROPOSED UPPER FLOOR PROPOSED TOTAL EXIST. GARAGE -. PROPOSED GARAGE EXISTING DECKS TO BE REPLACED PROPOSED PORCH /DECK 2278 SF 2278 SF 2479 SF 2557 SF 652 SF 652 SF 5487 SF N/A SF N/A SF 387 SF 860 SF SQUARE FOOTAGE 15 MEASURED TO Ti..E OUTSIDE F AGE OF WALLS- STAIRS ARE COUNTED ONCE IN CALCULATIONS. OPEN TO BELOW SPACES AND GARAGES ARE NOT INCLUDED IN CALCULATIONS. c O ; ,- 411 of :�` -13 bus 1 S 13 ••■4t- O ■ • REVISIONS NO Co ikv :IrSS S4atkL.L. BE MADP" -.• t( `� t ABWIPIE A &a1rs stada Ilgra0114. KO NOM MIL DRAWING INDEX AL CODE NOTES All SITE PLAN A2L FND. & LOWER FLOOR PLAN A22. MAIN FLOOR FRAMING A3. MAIN FLOOR PLAN A4. UPPER FLOOR FRAMING A5. UPPER FLOOR PLAN A6. UPPER ROOF FRAMING A7. ELEVATIONS A8. ELEVATIONS & SECTION A9. BUILDING SECTIONS A10. BUILDING SECTIONS A11 BUILDING SECTIONS DL STANDARD DETAILS D2 STANDARD DETAILS 0 0 0 O • O • • 0 O Main Floor Plan 1 • • • O 1 JUG g 0 • REMODEL ti SUNBURST MODEL • m: _0E `dC C2342 • Lower Floor Plan ICOVERI To Remain Unchanged rz*VISION NO k Tbo ' a24 ENOS • 5 6 • 0 i ,\ 4. 1INCA eAfro:ir‘L.„ I r OWNER: LINEAL CEDAR HOMES 4300 S 104' PLACE SEATTLE, WA 98124 ARCHITECT: ICAPPLER ARCHITECTS. P.S. 14311 S. E 16" STREET BELLEVUE. WA 98007 (425)641 -5320 per. s (425)6414320 fax i • 614.4..b P OCCUPANCY: 'RETAIL STORES, GtouP: B SHOWROOM OFFICES STORAGE (OFFICE) EXIST. ACCESSORY TO SHOWROOM NEW ACCESSORY TO SHOWROOM ACCESSORY USE AREAS TOTALS: !Lille gill u .1 `\ s CONSTRUCTION: 'TYPE: V-N TAX ACCOUNT NUMBER: TAX ACCOUNT i►: 032304 -9213-0 LEGAL: QUARTER: SW. SECTION 03. TOWNSHIP FOUO: 020028, SUBAREA- 420-000 N Exlb T itv� MAIN OFfICL = 706 SF = 1,678 SF 231 SF 2,280 SF 123 SF 514 SF 5.532 SF 23, RANGE. 04 (7 PEOPLE) (17 PEOPLE) (1 PERSON) (23 PEOPLE) (1 PERSON) (0 PEOPLE) (49 PEOPLE) 4 A ' • \ 1114,11 111 11 G CO VI: • • \ (0) k Tatv.:41 G 4.Z E eO • • 0 • 00 0 ilL k: • bele3ACK Lug Amo Wu,, • • 4.+'I GI•.4NT a.. tM 5" BTORT1 rp4tT GER1 iF FLOW 159 c,Pr14 ,it P / 4 ~.0 v h I C • I 4..1 Loi k 1 - t 11 ExibliNr.4 PARKING : ;0141.1.5 1 6 Ex1ST. UNIDERC•RG'7uni0 E)uaT. .tG ..• VAULT mu i4 aA r l V W a TGX1 �; A t Air l PpRi Pt,k TY Lis* • -4' 04. • ye • wars • eQr PARKING n.0 G«+�• .T,441.5 4.41.4 STOP JZ F©RT GERTI W FLOW �.�SO GPt-t SITE f' L M. N 0164111"i NIA? NOV 1 6 2003 EX'1RED • • • • • • • NI • • F_c .:.t.: . • OP 1 : -'w • • 1 • • C • a 'I- 1►. i F .'1 0- G. • i __Ii. ol_ • • • FACE OF CM v FACE OF CMU v an p F� '4 54ri Fo _ 22 -2 2 , FP - :5 oA - I v i ce' - '� 1 _4 -5 C • 4 *19' -6 3/4' (FIELD VERIFY) EXIST. WINDOW Existing Room 4, EXIST. 3�' Existing Comp. Room Ex`5 1 4C Ex 5 • Ci . 5 'C 9E:10. JK'KAIN Exist Hall CARPET WALL LEGEND EXISTING WALLS - EXISTING WALLS TO BE REMOVED ■ rA _ll 4 ' ( FP- 14T1'P. v [FP'-22)TYP 1' -9 1/4' r . EXISTING R' D. WALL E VCT C 0 VCT. O 111EXLST. 2 EXIST. 2¢ VCT EXIST. 2E' 0 US / Existing ED+ 2 Storage /E '/ & / EX'S` :'��G - - C S �' _C7�S Exist Bath 1 •n • :J! 1' -91/4' ' ' -4 'i , Existing Kitchen VINYL Existing Storage EX15TNCs FG VE,d. 2x4 9(J ..:._ M.O.. *Eh. Q'" JOBs EXIST. 02 :N14 5K'R` ..�:.... --�.., SELOlt: Net RIr JOIST 11- EXIST. 2fE t • • r • i t_ -2' g oo_ ice+.. 4, d , -40' Existing Crawl Space NE, New Crawl Space PER. 6' cat -'3 .M .t • r -e Q wor 6' -8' ,F,XISTIP4C RV. WALL 65' -5 1/4' EXISTING DECK OUTLINE Existing Room CC NC. L. d' Its C.OIC p3 -02/01• 6 -1' Ex'ISTIN Ij1AL.L.. DOSTING ND WALL -0 FP -14) , FP-22) - e& 2x4 SKR 401%.... JOIST 0 Imo" 101E .• °O4 ON CF ExST F4C �..:.._ 4 5 r- OC BE. c 11. BE i L. 1' -4' „el 1' -5' 111 II EXIST. WINDOW 129 -t '.4' • N' Ex!ST. WINDOW Ex15T IL DOIL 1 1 -5 • -EXIST WNC)UI►1 E EXIST. 3C ' 3' -2 3/4' x W FOUIsiDA'I'ION %LOWER FLOOR PLAN TO REMAIN UNCHANGED — t Ott r m GENERAL FRAMING NOTES I Fp- FP- 2 - 3 - 4) FP -5 ( (FP -1) [FP-8] ( FP -9 (FP -10 LFP-11) FP -12 (FP -13) (FP -1$ FP -19 ��FP - 22 1 � IFI FP -24 S r� 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND IPQU IREMENTS 2 SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSI -4EET FOR ALL NOTES AND REQUIREMENTS CCNCERsIING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN 54401LN IS FOR GENERAL LAYOUT ONLY SEE Div. 6100 SHEET A -1 - TRUSS LOADING SEE DIY. 010001.A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5_ ROOF FRAMING SPACING, 24' o.- LINO 6. R001 F'ITGH- EXTERIOR PER ELEVATION INTERIOR PER SECTION. •1. RAFTER TAIL 2x4. VERIF B. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. 9. ALL HEADERS ARE 4x10 DF 0 1 UN.O. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 SHEET A -1 FOUNDATION KEYNOTES CONCRETE STEM WALL 8' WIDE WITH MIN. 15'x'1' FOOTING. SEE DETAILS FOR ADDITIONAL INFORM AT ION. SEE DIY. 3 SHEET A -I CONCRETE STEM WALL 6' WIDE WITH MIN.. 12'x6' FOOTING_ SEE DETAILS FOR ADDITIONAL INFORMATION. SEE DIV. 3 SHEET A -1 CONCRETE SLAB ON GRADE SHALL BE 4' THICK ) STEEL TROWELED FINISH, W/ 6x6 W1.4x1U1.4 WWF ON 4' GRANULAR FILL. SLOPE 2' TO DOOR. PROVIDE THICKENED EDGE AT DOOR SEE DIv- 3 SHEET A -1 6x6 POST ON CB66. 1' ABOVE SLAB ON 36'x36'x8' MAT FOOTING ON SOLID SUBSTRATE W /(4) •4 BAR EACH WAY. SEE Div. 3 SHEET A -I rj"1 14,1 ti 01•11111 • ^ l/4 . 4 , fi r •y ipsomml (FP -17 STUB STEEL 12' INTO SLAB • 12•oc SYMBOLS & LEGEntr 0 'N c PO N- _CAD =RCP' -45evE ..Y LO -;:'. QCs CRAWL SPACE VENT. SEE CALCULATION BELOW. SEE DIv. I SWEET A - ALL CRIPPLE WALLS ARE 2x6 OR 3x4 • 16' o.c. U.N.O. 14' MM STUD LENGTH PER UBC SEE DIV. 6 SHEET A -1 4x 10 BEAM LINE. MIN. I' CLEARANCE FROM CONCRETE AT END OF BEAMS SEED IV. 6 SWEET A -1 4x4 PRESSURE TREATED POST (SCAB POST AND BEAM WITH 2x4) ON 90” FELT ON MAT FOOTING LINO. PROVIDE 4x6 POST • BEAM SPLICE t POSITIVE CONNECTION FROM POST TO FOOTING. PER DETAIL 16/Di. SEE DIV. 6 SWEET A -1 6 MIL BLACK POLYETHYLENE GROI.RiD COVER ON GRADE. SEE Div. 1 SHEET A -1 ELECTRICAL SERVICE- PROVIDE (I) 2 1/2' SCHEDULE 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5/8'x20' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SEE DIV. I6 AND VERIFY W/ SITE CONDITIONS BLOCK OUT IN STEM WALL FOR DOORS, µSAC, ETC. AS REQUIRED 18' x24' CRAI`kL SPACE ACCESS. INSULATE AND WEATHER STRIP. SEE Div- 010022 SHEET A -122 PRESSURE BLOCKING OF SAME SIZE A5 ADJACENT JOIST. 24'X24'x1' MAT FOOTING ON SOLID SUBSTRATE W/ (2) •4 BAR EACH WAY OR 12'xl' STRIP FOOTING PER DETAIL 16/D1 30'x30'Xi' MAT FOOTING ON SOLID SUBSTRATE W/ (2) '4 BAR EACH WAY OR 15'xi' STRIP FOOTING PER DETAIL 16/01. 36'X36'X12' MAT FOOTING ON SOLID SUBSTRATE 1U/ (2) 0 4 BAR EACH WAY FLOOR JOIST SEE Div_ 6 SHEET 4 -' 4x8 BEAtl LINE, SOLD BLOCKING BETIIEEN JOIST OVER SUPPORT- SEE D vrSION 06100 SHEET PROVIDE SOLID BLOCKING T .-163.4 .JOIST SYSTEM TO PROVIDE SAME AREA OF BE Am SUPPORT AS ABOVE AIVD RECOIL SEE Div. 6 51-4EET A-' .. - ' r ny_ :' CLEARANCE CONCRETE AT END OF BEAMS ExTEND PIER "'11N 1 8' BE_OII;J SuRR„RC;iUND NG GRADE 3' D ' A•" iE'ER STEEL 1 °OST EDGE OF CONCRETE =rte ABC's t'" - c L : : G. » S Z£ `ESC •.-- co, 40:•• STRAP ..r•.■ s : ESC: 4 a. rc eE a 00/4 a. - " :.al _ l.. S"RAP .."' -' S .'E DESCE►» a► INCExE R 'NOM UNLESS anwE dOSE rC' ENC. ->C :•A..C.6..4, 0415 JilE NC" "RCN/01M ti - ESE 4 1.4 11, 4616 KECE'4t rj - v 7C TI ''{w': A JU, 0 y 7303 ICs ■ ■ • EXIST. BEAM - 1 I - - � - �r - - ter -- _� -- J S TBE JL (3) EXIST. 2x12 EXISTING 2x12 FLOOR PRAMMG TO R9'1AM VW-R.4WD ` A � 00" -- - - - - 00 -I,/ 1 .- _ 1 00 -_ 00 !Piy 4W / 1 00 TY Df3L_ 2x10 NEW PLYWC O! SUBFLOOR W 2x12 JOISTS PER PLAN NEW DBL. 2x12 RIM JOISTS NEW 2x4 P.T. SKIRT WALL NEW P.T. PLYWOOD FNISW GRADE ENTRY DETAIL s +6 &v: NEW 2x P.T. LEDGER 111f2 ROWS OF tt' • LAG BOLTS • Ib' oc - cfRJR ♦o C.i. 45t 6C`•c WALL LEGEND 1::=r EXISTING WALLS - EXISTING WALLS TO BE REMOVED r= NEW WALLS EXISTING AND NEW WALLS ABOVE - UN.O. EXISTING FOUND. WALLS 11 NEW FOUND. WALLS NEW 3 W -BEAM • NEW 3'xl2' W -SEAM env: € 5C)t. B.00C.s G COL t'.:R4 4,1 �` + s NEW 34'112' W - BEAM • NEW 31✓o'x12' W-BEAM L ., , NEW 3','xi2' W -BEAM 10 NEW 3 'x12' W-BEAM MAIN FLOOR FRAMING PLAN NEW 3 W -BEAM NEW 3 11.1-BEAM in Kll 1 GENERAL FRAMING NOTES 1 FRAMING PLAN KEYNOTES 1 F-1 F -2 F -3 F -4 r F -5 ( [Fj F -10 F � F -12 1 F- 13 J F -14 F -15 NEW 2x P.T. LEDGER \\ W/1 RCWS OF 'h' • LAG BOLTS a 16' oc 1 SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS 2. SEE TYPICAL MATERIALS LIST ON SECTION S1 -IEET 3. SEE COVERS► -4EET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL., PLUMBING, AND ELECTRICAL. 4 . TRUSS DESIGN BY M ANUF. TRUSS PLAN 5HOIa,N IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING SEE DIV_ 010001.A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. ROOF FRAMING SPACING, 24' o.c. UN.O. b . ROOF Pi CL ExTERI©R PER ELEVATION INTERIOR PER bECTION. 1. RAFTER TAIL 2x4. VERIFY $. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. g. ALL HEADERS ARE 4x10 DF •2 U.N.O. PROVIDE (1) TRIMMER STUD UP TO 4' -m' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O. SEE DIV. 06100 SWEET A -1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING. SEE D I V.15 SWEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM 1S FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 51-IEET A -1 FLOOR JOIST - SEE SCHEDULE DWG_ SEE DIV. 06100 54-EET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE 1.1E IGHT PRESSURE BLOCKING SEE DIV. 06100 51 -+EET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSH W/ TOP CIF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF BEAM 5' BELOW TOP CF JOIST TO ALLOW FOR 14VAC OVER BEAM AND BEAM SUMPS DOWN BELOW JOISTS 2x6 OVEWRAMING + 24' OC. P1ROvIDE 2x6 STRONGBACK PURLING AND 2x KICKERS AT 6' -0' oc TO TRUSSES BELOW. 2X6 CEILING JOI5T5 • 24' OC * • _ m SYMBOLS & LEGEND = • E PON.' -CAD FRCP' - '•BO's I�y K PC' .- .riAL: 'R NS ER. NGs w OLIN J. L.0 - 4 PC N -.... - R- '$" B` ‹ •C] ='R 5' .4Y S DEsci' ' Oh. 1 :0 % %/46. nt � 5 Df SCE+ V% ?NC ef3r. /74 Y 0E -- - 4DC.`1/!E - _ IJE; 04. 'E tliLES6 =.NC C •�Gd,..v S ARE N C"' timid' "1r *' ti "- JOE D yJkxt; f 9 le crry pF SU 0 9 2003 PER "' Carte& w ■ 2 . NEW RA{ MG IP NEW 24' Sa CAL BASE TAD TO 30' SQ NEW 8' WIDE STEPPED WALL • 1304 SIDES OF ENTRY t11751/2' STONE CAP New Deck P.T. WOOD DECKING \ NE.::. 24' SQ CYO rr E Ir 5' -2 3/4' 1 f __ _s RET OvE EXISTIPKx DOOR REPLACE WMEW 3010 DOOR 1 1660 SIDELITES • EACH SIDE cENTER ON BEAM_ REPAIR WALL I SIDING AS NECESSARY. EXISTING SKY_ tTES EXISTING WALLS EXISTING WALLS TO BE REMOVED NEW WALLS EXISTING AND NEW WALLS ABOVE - UN.O. EXISTING FOUND. WALLS NEW FOUND. WALLS # 0 a ±20' - 0 1 (FIELD vERIFY) • DPI. u R .7 9' -11' 1 ' -C 4' -I0 1/4' EXIST. RILL HT. WALL I'VE 436 NEW - 36 4E1.. 2636 i : F L WALL LEGEND 1 I REmO E EXIS TING :C -E 4' Existing Showroom Work Under Permit #D02 -2$4 REMOVE EXISTING b I FRAM IN OPENING / ..- .L EX .5 NC; ON5 OR - 0 SONS *_11' -4' (FIELD VERIFY) NEW RAILING REMOVE EXISTING ItWO1 & I REPLACE W04 (3) NB) 3654 wiNIDOWS (3) NW 2654 YIINDCWS A • CEILING i ce _________ 1 I 1 1 1RE1101E EXIST. 5GD I REPLN SAME ACE HOLC WIWEW 8068 5C1° Existing Pwdr. i EXISTNG 3C1 Remodeled �11111"1g �lri NEW 5RNC,LE SINK L rte.: rvts P$. :'SaCa. SAW ` - C 3C" SG 35' -1' (FIELD VERIFY) ±10' - 1' (FIELD VERIFY) F =T _ N om; ,. '' , : NEW WINE R " 4' -3' TO �CltCfnell EXIST. BEAM k (FIELD rE1VF 1 ) GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL x OF GLAZING 2516 SF 828.08 SF 32.9 S SF. IS CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASHINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPL IANCE *se -s' 1L^ , ,, 1 • 5 $;'E 'SEE FullaINT ems' �j NEW LOOP CAP NEW RAILING REMOVE EXISTING RAILING RELOCATE EXISTING PATIO DOOR EXISTING: POST TO REMAIN f /'DEAD SPACE EXIST. POST TO REMA I COAT REMOVE EXISTNG :1 t . : NEW 2 ±11 -3' (FIELD VERIFY) (FIELD v'ERIFY) New Deck P.T. WOOD DECKING REMOVE EXIST. WINDOWS 4 REPLACE WMEW WINDOWS IN SAME HOLE RELOCATED PATIO DOOR REMOVE EXIST. RETURN UUALL EXIST. POST TO REMAIN EXIST. LUAU_ TO REMIAIN MEW STAIRS STAIRCASE EXISTING .i POST TO REMAIN EXISTING WALL LIE 4801E EXIST. BEAM ABOVE EXIST_ POST TO REMAIN as .A801E *5' -4' (FIELD VERIFY) RETIOvE EXIST. FIREPLACE NIEw CBNTER UW3 BF 1A FIREPLACE [ P-15 ; IL Remodeled, Great Rm. EXISTING POST NEW EXTENDED WALL REMOVE EXISTNG t.NEN CLOSET -Itea, BEAM -DES .. 2' FAN - DIRECT VENT TO OUTSIDE - BATHROOMS /LAUNDRY 50 CP'1 MIN. - KITCHEN 100 CPI MIN. - IUI4OLE HOUSE FAN 100 CR1 MIN., VTOS WHOLE NOUSE EXHAUST FAN CONNECTED TO A 24 HOUR TIMER - 100 GFM MIN., VTOS Q 110v SMOKE DETECTOR PER USG WITH BATTERY BACKUP INTERCONNECTED REMavE CLOSET EXISTING y + � RELOCATE EXIST. 2b 1-= Bath VINYL NEW 36 SYMBOLS AND LEGEND THERMOSTAT • 50' ABOVE FLOOR 24 HOUR TIMER TO WHOLE HOUSE FAN 3 111111.11b6 Ot EXIST. 2'b H 11 EXIST. 2¢ ail v a V 12S—C° stIELD rte FURN tl9' -1' (FIELD VERIFY) 1' -4 3/4' 1, 4' -1' MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET Al A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. 8. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER.. C. STRAP WATER NEATER TO FRAIIING AT TOP AND BOTTOM. PER UPC SEC. 608.5 I UMC SEC. 3034 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 2 REMOVE EXIS'ING POST I REPLACE WnIEW POST PER PLAN P1ELI CQvEREC DECK {WPEW RAILING REMOVE EXIS'_ UNDO)) 4 REPLACE ul, 2) NEW 2636 WINDOWS IN 5 •HOLE 2336_ . NELLI 263@ REMIOVE EXISTING %D I REPLACE UL4LEW PR 2¢ PATIO DOORS ti 4 W Exist Bdrm #2 ( CARPET REMOVE EXIST. r _ - I ?.,ACE 111f(2) PEW 2636 WMDOLLS I FILL N BOTTOM OF EXISTING WOLE. Exist Bdrm #3 CARPET I ::— e,• — C' j ^ r ..r.i �E . �- RB'1O E EXIST. WINDOW I REPLACE tWPEW 2636 WINDOW I FILL N BOTTOM OF EXISTING HOLE 5 -1 1/4' l P -5 I- 1 I >`5__• ,try— — y P.T. • DECK '% \ MAIN FLOOR PLAN . on v I GENERAL PLAN NOTES i P - 1 5- ✓ P -2 P -3 (P [ P 5. ] r • P -8) ✓ P - P -11 I P -12 P -13 1 P -14 P -15 P -16 1 p-& SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE Div. 11 SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. 8 SHEET A - I 4. SEE TYPICAL MATERIALS LIST ON SECTION SWEET 5_ SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. I FLOOR PLAN KEY NOTES I OCCUPANCY SEPARATION: APPLY (1) LAYER 5/8' TYPE 'X' G.W$. TO ALL CEILING JOISTS, WALLS, POSTS AND SEAMS SUPPORTING STRUCTURE ABOVE FROM MUD SILL TO ROOF SHEATHING. APPLY (2) LAYERS OF 5/8' TYPE 'X' GILL ES. TO TRUSSES AND TJI FLOOR JOISTS. SEE Div. 010025 SHEET A -1. 1 3/8' MIN. SOLID CORE DOOR WITH SELF CLOSER. TO BE TIGI.4T FITTING SEE DIV. 010025 SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 AND DETAIL 12/D2. A. HEADROOM MIN. 6 -8 WIDTH MIN. 3' -0'. 8. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' A8+0VE TREAD NOSING. HANDRAIL 1 1/2* MIN. TO 2' MAX. CROSS SECTION DIMENSION AND 1 1/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5) E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' G.W.B. (2) LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL SE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIv. 01002.6 SWEET A -1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SI- 40UE;RS D. GL AZ ING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 00600 SHEET A - I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A-I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON -BENT MATERIAL TO 'T0' ABOVE DRAIN INLETS. SEE Div_ 09250 SWEET A- I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING_ S MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18' x24' CRAut. SPACE ACCESS. INSULATE AND WEATI- ER STRIP. SEE DIv. 010022 SHEET A -I 22 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 54EET A -1 FLOOR MATERIAL BREAK LINE. WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL COW -ORM TO USC REQUIREMENTS. SEE Div _ 010028 54.4EET A -1 S. ZERO CLEARANCE FIREPLACES S+ -BALL CONFORM TO usC QUIR T EMTS. SEE Div. 01002.5 SHEET A -I C. NE ARTI - 51~IALL CONFORM TO UBC REQUIREMENT. SEE DIV. 0100213 AND 9 5 -MEET A-: D. FIRESTOP OPENINGS AROUVD PENETRATIONS AT EACH FLOOR PER U.B.C. SECTION 714. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GuARDRAIL PER USC A. AT STAIRS SLOPES AT 36' $ `, A te, COI // E STAIR � � NO ' SIINGsS. .ENT FOR MECr+ANiCAL. 1' CLEARANCE AL_ S DES PER USC SEE Div I5 5' PLANT 5 _F UPPER AND SOWER _MEN CABNLE''S SKIFF IT AREA IN T EC R.A • D * ''AKE ;.i AIR 2x6 5 .Z?S ,.:: R -2' .:` OII "" S SQUARE FOOTAGE JUN () 9 , 003 EXISTING LOWER FLOOR 2278 SF PROPOSED LOWER FLOOR 2278 SF EXIST. MAIN FLOOR 2479 SF PROPOSED MAIN FLOOR 2557 SF EXIST. UPPER FLOOR 652 SF PROPOSED UPPER FLOOR - 652 SF PROPOSED TOTAL EXIST. GARAGE PROPOSED GARAGE EXISTING DECKS TO BE REPLACED PROPOSED PORCH /DECK 5487 SF N/A SF NIA SF 387 SF 1160 SF 5Q,_L mac s „ 't .D - C 01. =ACE '.t 4•.‘,S ST.11.11 S ARE C.AWE"' O'rCE CP OPEN - C SPIACES AI4C fs41R. GES AIRE tic' ... Al C.4-1447.41." REMODEL 232'-es (FIELD ARI E— CuENT REVISIONS — CLOUDED ' i NEW RA{ MG IP NEW 24' Sa CAL BASE TAD TO 30' SQ NEW 8' WIDE STEPPED WALL • 1304 SIDES OF ENTRY t11751/2' STONE CAP New Deck P.T. WOOD DECKING \ NE.::. 24' SQ CYO rr E Ir 5' -2 3/4' 1 f __ _s RET OvE EXISTIPKx DOOR REPLACE WMEW 3010 DOOR 1 1660 SIDELITES • EACH SIDE cENTER ON BEAM_ REPAIR WALL I SIDING AS NECESSARY. EXISTING SKY_ tTES EXISTING WALLS EXISTING WALLS TO BE REMOVED NEW WALLS EXISTING AND NEW WALLS ABOVE - UN.O. EXISTING FOUND. WALLS NEW FOUND. WALLS # 0 a ±20' - 0 1 (FIELD vERIFY) • DPI. u R .7 9' -11' 1 ' -C 4' -I0 1/4' EXIST. RILL HT. WALL I'VE 436 NEW - 36 4E1.. 2636 i : F L WALL LEGEND 1 I REmO E EXIS TING :C -E 4' Existing Showroom Work Under Permit #D02 -2$4 REMOVE EXISTING b I FRAM IN OPENING / ..- .L EX .5 NC; ON5 OR - 0 SONS *_11' -4' (FIELD VERIFY) NEW RAILING REMOVE EXISTING ItWO1 & I REPLACE W04 (3) NB) 3654 wiNIDOWS (3) NW 2654 YIINDCWS A • CEILING i ce _________ 1 I 1 1 1RE1101E EXIST. 5GD I REPLN SAME ACE HOLC WIWEW 8068 5C1° Existing Pwdr. i EXISTNG 3C1 Remodeled �11111"1g �lri NEW 5RNC,LE SINK L rte.: rvts P$. :'SaCa. SAW ` - C 3C" SG 35' -1' (FIELD VERIFY) ±10' - 1' (FIELD VERIFY) F =T _ N om; ,. '' , : NEW WINE R " 4' -3' TO �CltCfnell EXIST. BEAM k (FIELD rE1VF 1 ) GLAZING CALCULATION TOTAL SF OF HOME TOTAL SF OF GLAZING TOTAL x OF GLAZING 2516 SF 828.08 SF 32.9 S SF. IS CALCULATED USING THE REQUIREMENTS SET FORTH IN THE WASHINGTION STATE ENERGY CODE. REFER TO ADDITIONAL DOCUMENTATION TO SUPPORT METHODOLOGY OF PERFORMANCE COMPL IANCE *se -s' 1L^ , ,, 1 • 5 $;'E 'SEE FullaINT ems' �j NEW LOOP CAP NEW RAILING REMOVE EXISTING RAILING RELOCATE EXISTING PATIO DOOR EXISTING: POST TO REMAIN f /'DEAD SPACE EXIST. POST TO REMA I COAT REMOVE EXISTNG :1 t . : NEW 2 ±11 -3' (FIELD VERIFY) (FIELD v'ERIFY) New Deck P.T. WOOD DECKING REMOVE EXIST. WINDOWS 4 REPLACE WMEW WINDOWS IN SAME HOLE RELOCATED PATIO DOOR REMOVE EXIST. RETURN UUALL EXIST. POST TO REMAIN EXIST. LUAU_ TO REMIAIN MEW STAIRS STAIRCASE EXISTING .i POST TO REMAIN EXISTING WALL LIE 4801E EXIST. BEAM ABOVE EXIST_ POST TO REMAIN as .A801E *5' -4' (FIELD VERIFY) RETIOvE EXIST. FIREPLACE NIEw CBNTER UW3 BF 1A FIREPLACE [ P-15 ; IL Remodeled, Great Rm. EXISTING POST NEW EXTENDED WALL REMOVE EXISTNG t.NEN CLOSET -Itea, BEAM -DES .. 2' FAN - DIRECT VENT TO OUTSIDE - BATHROOMS /LAUNDRY 50 CP'1 MIN. - KITCHEN 100 CPI MIN. - IUI4OLE HOUSE FAN 100 CR1 MIN., VTOS WHOLE NOUSE EXHAUST FAN CONNECTED TO A 24 HOUR TIMER - 100 GFM MIN., VTOS Q 110v SMOKE DETECTOR PER USG WITH BATTERY BACKUP INTERCONNECTED REMavE CLOSET EXISTING y + � RELOCATE EXIST. 2b 1-= Bath VINYL NEW 36 SYMBOLS AND LEGEND THERMOSTAT • 50' ABOVE FLOOR 24 HOUR TIMER TO WHOLE HOUSE FAN 3 111111.11b6 Ot EXIST. 2'b H 11 EXIST. 2¢ ail v a V 12S—C° stIELD rte FURN tl9' -1' (FIELD VERIFY) 1' -4 3/4' 1, 4' -1' MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET Al A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. 8. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER.. C. STRAP WATER NEATER TO FRAIIING AT TOP AND BOTTOM. PER UPC SEC. 608.5 I UMC SEC. 3034 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 2 REMOVE EXIS'ING POST I REPLACE WnIEW POST PER PLAN P1ELI CQvEREC DECK {WPEW RAILING REMOVE EXIS'_ UNDO)) 4 REPLACE ul, 2) NEW 2636 WINDOWS IN 5 •HOLE 2336_ . NELLI 263@ REMIOVE EXISTING %D I REPLACE UL4LEW PR 2¢ PATIO DOORS ti 4 W Exist Bdrm #2 ( CARPET REMOVE EXIST. r _ - I ?.,ACE 111f(2) PEW 2636 WMDOLLS I FILL N BOTTOM OF EXISTING WOLE. Exist Bdrm #3 CARPET I ::— e,• — C' j ^ r ..r.i �E . �- RB'1O E EXIST. WINDOW I REPLACE tWPEW 2636 WINDOW I FILL N BOTTOM OF EXISTING HOLE 5 -1 1/4' l P -5 I- 1 I >`5__• ,try— — y P.T. • DECK '% \ MAIN FLOOR PLAN . on v I GENERAL PLAN NOTES i P - 1 5- ✓ P -2 P -3 (P [ P 5. ] r • P -8) ✓ P - P -11 I P -12 P -13 1 P -14 P -15 P -16 1 p-& SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QUAILITY INFORMATION SEE Div. 11 SHEET A -1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE Div. 8 SHEET A - I 4. SEE TYPICAL MATERIALS LIST ON SECTION SWEET 5_ SEE COVER SHEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. I FLOOR PLAN KEY NOTES I OCCUPANCY SEPARATION: APPLY (1) LAYER 5/8' TYPE 'X' G.W$. TO ALL CEILING JOISTS, WALLS, POSTS AND SEAMS SUPPORTING STRUCTURE ABOVE FROM MUD SILL TO ROOF SHEATHING. APPLY (2) LAYERS OF 5/8' TYPE 'X' GILL ES. TO TRUSSES AND TJI FLOOR JOISTS. SEE Div. 010025 SHEET A -1. 1 3/8' MIN. SOLID CORE DOOR WITH SELF CLOSER. TO BE TIGI.4T FITTING SEE DIV. 010025 SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 AND DETAIL 12/D2. A. HEADROOM MIN. 6 -8 WIDTH MIN. 3' -0'. 8. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' A8+0VE TREAD NOSING. HANDRAIL 1 1/2* MIN. TO 2' MAX. CROSS SECTION DIMENSION AND 1 1/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(5) E. COVER USABLE SPACE UNDER STAIR W/ 5/8' TYPE 'X' G.W.B. (2) LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL SE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DIv. 01002.6 SWEET A -1. SAFETY GLAZING PER UBC, SECTION 2406 A. WINDOWS WITHIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND SI- 40UE;RS D. GL AZ ING IN DOORS E. WITHIN STAIRWELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE Div. 08800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 310.4 SEE DIV. 00600 SHEET A - I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE 18' MIN, ABOVE TOP OF SLAB. SEE Div. 15 SHEET A-I COVER WALLS ADJACENT TO TUBS AND SHOWERS WITH NON -BENT MATERIAL TO 'T0' ABOVE DRAIN INLETS. SEE Div_ 09250 SWEET A- I (2) LAYERS OF FLOOR SHEATHING OVER FRAMING_ S MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER UBC, SECTION 1006 SHEET A -I 18' x24' CRAut. SPACE ACCESS. INSULATE AND WEATI- ER STRIP. SEE DIv. 010022 SHEET A -I 22 ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE DIV. 01002.1 54EET A -1 FLOOR MATERIAL BREAK LINE. WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL COW -ORM TO USC REQUIREMENTS. SEE Div _ 010028 54.4EET A -1 S. ZERO CLEARANCE FIREPLACES S+ -BALL CONFORM TO usC QUIR T EMTS. SEE Div. 01002.5 SHEET A -I C. NE ARTI - 51~IALL CONFORM TO UBC REQUIREMENT. SEE DIV. 0100213 AND 9 5 -MEET A-: D. FIRESTOP OPENINGS AROUVD PENETRATIONS AT EACH FLOOR PER U.B.C. SECTION 714. SEE SITE PLAN FOR EXTENT OF WALKS AND DRIVEWAYS 3' DIAMETER STEEL POST 36' GuARDRAIL PER USC A. AT STAIRS SLOPES AT 36' $ `, A te, COI // E STAIR � � NO ' SIINGsS. .ENT FOR MECr+ANiCAL. 1' CLEARANCE AL_ S DES PER USC SEE Div I5 5' PLANT 5 _F UPPER AND SOWER _MEN CABNLE''S SKIFF IT AREA IN T EC R.A • D * ''AKE ;.i AIR 2x6 5 .Z?S ,.:: R -2' .:` OII "" S SQUARE FOOTAGE JUN () 9 , 003 EXISTING LOWER FLOOR 2278 SF PROPOSED LOWER FLOOR 2278 SF EXIST. MAIN FLOOR 2479 SF PROPOSED MAIN FLOOR 2557 SF EXIST. UPPER FLOOR 652 SF PROPOSED UPPER FLOOR - 652 SF PROPOSED TOTAL EXIST. GARAGE PROPOSED GARAGE EXISTING DECKS TO BE REPLACED PROPOSED PORCH /DECK 5487 SF N/A SF NIA SF 387 SF 1160 SF 5Q,_L mac s „ 't .D - C 01. =ACE '.t 4•.‘,S ST.11.11 S ARE C.AWE"' O'rCE CP OPEN - C SPIACES AI4C fs41R. GES AIRE tic' ... Al C.4-1447.41." REMODEL 232'-es (FIELD ARI NEW 2x12 RAFTERS W/2x4 CLG. JOISTS .24'oc BACK DAME EAVE TO MATCµ EXIST. CONDITION, TYP. EXISTING 3' GLB Ili 1 EXISTING 3'xt2' GLB Ex15 R+rs 3'4 'x GL5 EXIST. HEADER NEW 3 R- SYMBOLS & LEGEND STAR •.0 ilw 3t: 6 6 0 z r 4 WALL LEGEND EXISTING WALLS EXISTING WALLS TO BE REMOVED NEW WALLS - + EXISTING AND NEW WALLS ABOVE - UN.O. = EXISTING FOUND. WALLS NEW FOUND. WALLS EXISTING ROOF TO REMAN tkiCHAJriED i= 11 R c • OJT EXISTING RAFTERS SRAM OUT MEW OPENING EXIST. BEAM NEB ACICIP CD2d • 3 -d - 2.4 D'� 0 EXIST. 345d2 GLB E bill ` Iaea� EXS"P , I■rOF UPPER FLOOR /LOWER q3 ROOF FRAMING PLAN — :c NILIO'or - 1 GENERAL FRAMING NOTES 1 1 FRAMING PLAN KEYNOTES l F1 ) [ _ F F -3 F - 4 UPSET - BOTTOM OF SEAM EVEN W/ BOTTOM OF J JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS F -1 F -9 C F -11 F -12 3 F -13 F -14 F -15 , IS PO `"r _ ^ - - +e-:. Eye tics " PC''r :OLN .:' _.^. -'.:: `rG fries r w 'O 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS 2 SEE TYPICAL MATERIALS LIST ON SECTION SHEET 3. SEE COVERSHEET FOR ALL NOTES AND REQUIFNTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. 4. TRUSS DESIGN BY MANUF. TRUSS PLAN SHOT N IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SWEET A -1 - TRUSS LOADING SEE D I V. 010007.A SWEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF FRAMING PLAN 5. QOOF FRAMING SPACING, 24' o.c. UN.O. b. ROOF Pi rcu EXTERIOR PER ELEVATION INTERIOR PER bECTION. 7. RAFTER TAIL 2x4. VERIFY S. ROOF TAIL AND RAKE OVERHANG PER ROOF PLAN. y. ALL HEADERS ARE 4x10 DF 2 UN.O. PROVIDE (1) TRIMMER STUD UP TO 4' -0' SPAN AND (2) TRIMMER STUDS OVER 4' -0' UN.O SEE DIV. 06100 SHEET A -1 BACK FRAMING AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HvAC DUCTING. SEE DIV.15 SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING MEMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WITH OUTSIDE FACE OF WALL TOP OF BEAM IS FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE D IV. 01002 SHEET A -1 FLOOR JOIST - SEE SCHEDULE DWG. SEE DIV. 06100 SHEET ,4-1 SEE ELEVATIONS AND SECTIONS FOR PLATE HEIGHT PREP BLOCKING SEE DIV. 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP OF BEAM FLUSI -1 W/ TOP OF JOIST AND BEAM EXTENDS DOWN BELOW JOISTS TOP OF SEAM 5' BELOW TOP OF JOIST TO ALLOW FOR WVAC OVER BEAM AND SEAM BUMPS DOWN BELOW JOISTS 2x6 OVERFRAMING + 24 OC. PROVIDE 2x6 STIRONGBACK PuRLrt s AND 2x KICKERS AT oc TO TRUSSES BELOW. 2X6 CEILING JOISTS a 24' OC Or $_ ~ _'• =RCP' .:BOvE J' LC-..; a S UN 0 g 3O3 - R.. B`' K C3 " +GILD DOWN . .—. 3 M DE5l0►4 tT r& Gam. S DES ON •C !DE ..SE' ON =._oetott3E..06. 4 :ms's► 5'R,z ' ,.J" -- 5 I'CE7/Ei3e uNLES6 O E 'rC'L. ENGINEPew4G C-u..G....i"046 ARE '`fSE 1 a 0 zR r4 a 404 Aa r ., T 4 o u � 4tt n z y a ■ A4 • 00 00 0 00 • r- DO 00 hp 0 a 00 00 OPT. MASTER BATH /W.I.C. WALL LEGEND EXISTING WALLS - 7 EXISTING WALLS TO BE REMOVED NEW WALLS - EXISTING AND NEW WALLS ABOVE - EXISTING FOUND. WALLS NEW FOUND. WALLS WALL LINE BELOW N E OPBwING M ROOF BELCH; /ER 5'. r:OP•c,^ l.0s5 '"I OR ~^, O•45" "CbC ".^c #18' - 1/2' (FIELD VERIFY) 1 ROOF LIME BELOW WALL LINE BELOW EXISThG WINDOWS TO RB`1AIN . ADD GRID PATTED PER EIEYATICN. Ex 5 C3 RooF NI r - L- NEw POST TO NIEW BEAM BELOW (3) TOTAL ALCNG NEW BEAM Open To Below r `s -'T; Dd' `' 1! i J 33' -2 1/2' (FIELD vERFY) t :IF t6' -5' (FIELD VERIFY) REmovf EXIST: WINDOWS 4 REPLACE W/ EW wItcMS N SAME I40LE REMOVE EXISTING WINDCW RETlavE EX15TMG BEAM 4 WINDC 1.6 ABOVE t REPLACE & EU BEAM ----A ±16' -10 1 /2' (FIELD VERIFY) �t To Below i 1i Ii • • tb0 -0' (FIELD VERIFY) .1, it 11 1/ 1 Remodeled Loft 0 To Below • ; (FIELD VERIFY) C :1 tl' -3' It REMOVE EXISTING STAIRCASE NEW GUARDRAIL RELOCATE EXISTING TOILET REPLACE EXISTING GUARDRAIL WAEW GUARDRAIL SEE DTL. 3 /AII 1 NEW la (FIELD VERIFY) SYMBOLS AND LEGEND FAN- DIRECT VENT TO OUTSIDE - BATHROOMS /LAUNDRY 50 CFM M'N. - KITCHEN 100 CFM MIN. - WI-IOL E HOUSE FAN 100 CPI MIN., vTOS WHOLE HOUSE EXHAUST FAN CONNECTED TO A 24 1-1OUR TIMER - 100 CR-1 MIN., VTOS THERMOSTAT • 50' ABOVE FLOOR 110v SMOKE DETECTOR PER USG WITH BATTERY BACKUP INTERCONNECTED 24 HOUR TIMER TO WHOLE HOUSE FAN Q OO24 • 3/4' =1 W REMOVE EXIST. HALF Ei(IST. POST 1 ` v' New � - wic. -- r O,4 T J r i NE14126I9 LINE t 041. EVELOIL 4:4' IIC' I r - ---f -- - ,ire -- -- ----,r os NEW t - k :' 6 -1C•:• _,- IiQ AIL t19' -1' (FIELD VERIFY) REMOVE CDMI Mg 2636 NEW, 2636 REMOVE EXIST. 5GD t REPLACE LW(2) NEW 2636 W NVCUS 4 FILL N BOTTOM CF EXIST. DOLE REMOVE EXIST_ POST REMOVE EXISTING DECK REMOVE EXISTING 5GD t REPLACE W/(2) NEUJ 2636 WINDOWS t FILL N BOTTOM of Ex1ST. HOLE REMOVE EXIST. CLERESTORY AS NE-C 56 AR1' t FRAME N IFEMCNE EXIST. WINDOW t FRAME IN OPENING NEW 442' I4ALF WALL- v - e•' 2631. -NEW 2636 2 -6' EXIST. DE 2' -10'1 REt"1OVE EXIST. WALL NEW SINK 1 C UCER MAKE -UP WINTER .3 4FF. 4 42 . I « - e. MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEM FOR UNITS: PER Div. 15,16 SEE SHEET Al FURN A. PROVIDE 6' DIAMETER FRESH AIR INTAKE FROM OUTSIDE TO RETURN AIR PLENUM AT FURNACE WITH MOTORIZED FLOW DAMPERS. B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER C. STRAP WATER HEATER TO FRAMING AT TOP AND BOTTOM. PER UPC SEC. 6085 4 UMC SEC. 303.4 D. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. 2' -6' � 5' -11/4' j, 2636 4 Y -4 P -5 Remodeled CARPET EXIST. 1/2' WAS FRA r'ED BUMP -OUT 5 -6 K UPPER FLOOR PLAN - - ; E:xtSTING GARDEN &4DOW IN AS tECESSARv .� - � 5I')3 C.• �(%' gED 1 GENERAL PLAN NOTES 1 1 FLOOR PLAN KEY NOTES 1 P - 1 l P -2 P -3 P -4 P -b [ P- - T P - 8 v P -12 J I: P-13 [ P-14 1 P -15 [ F-1] P - 1� P - 'S [ P- [-2 P -2 Llf L7 1. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS. 2. ENERGY AND AIR QLJAILITY INFORMATION SEE Div 11 SHEET A-1 3. SEE BUILDING ELEVATION FOR WINDOW OPERATION SEE DIV. 8 SWEET 4-1 4. SEE TYPICAL MATERIALS LIST ON SECTION SHEET 5. SEE COVER SWEET FOR ALL NOTES AND REQUIREMENTS CONCERNING MECHANICAL, PLUMBING, AND ELECTRICAL. OCCUPANCY SEPARATION: APPLY (1) LAYER 5/8' TYPE 'x' G.W.B. TO ALL CEILING JOISTS, WALLS, POSTS AND SEAMS SUPPORTING STRUCTURE ABOVE FROM MUD SILL TO ROOF SHEATHING. APPLY (2) LAYERS OF 5/8' TYPE 'X' G.WB. TO TRUSSES AND TJI FLOOR JOISTS. SEE DIv. 01002.5 SHEET A -1. 1 3/8' MIN. 5Ot..ID CORE DOOR WITH SELF CLOSER TO BE TIGHT FITTING -. SEE Div. 010025 SHEET A -1 STAIR ASSEMBLY NOTES: PER UBC SECTION 1003 AND DETAIL 12/D2. A. HEADROOM MIN. 6' -8', WIDTH MIN. 3' -0'. B. TREADS 10' MIN. DEPTH, RISERS 8' MAX. HT. C. HANDRAIL MIN. 34' TO MAX 38' AB0vE TREAD NOSING. HANDRAIL 1 1/2' MIN. TO 2' MAX. CROSS SECTION DIMENSION AND 1 1/2' MIN. CLEAR FROM WALL, RETURN RAIL ENDS. D. INSTALL FIRE BLOCKING AT STRINGERS TOP AND BOTTOM AND ADJACENT WALL(S). E. COVER USABLE SPACE UNDER STAIR UJ/ 5/8' TYPE 'x' GW.8 (2) LAYERS • CEILING AREAS. F. INTERMEDIATE BALUSTERS SHALL BE SPACED W/ LESS THAN 4' BETWEEN BALUSTERS. SEE DI 01002.6 SHEET A -1. SAFETY GLAZING PER USC, SECTION 2406 A. WINDOWS Win-IIN 18' OF FLOOR B. WINDOWS WITHIN A 24' ARC OF DOORS C. WINDOWS AT TUBS AND 514OWERS D. GLAZING IN DOORS E. WITHIN STAIRU.ELLS F. WITHIN 5' OF TOP OR BOTTOM OF STAIRS SEE DIV. 08800 SHEET A -1 EGRESS WINDOW PER UBC, SECTION 3104 SEE DIv. 08600 SWEET A -I IGNITERS FOR GAS FIRED APPLIANCES IN GARAGE TO BE I8' MIN, ABOVE TOP OF SLAB. SEE Div_ 15 SHEET A -I COVER WALLS ADJACENT TO TU85 AND SHOU.ERS WITH NON - ABSCORBENT MATERIAL TO 70' ABOVE DRAM INLETS. SEE Div. 09250 SHEET A -1 (2) LAYERS OF FLOOR SHEATHING OVER FRAMING_ 8' MAX. RISER WITH 10' MIN. RUN IF MORE THAN (3) RISERS, HANDRAIL REQUIRED PER LOC, SECTION 1006 SHEET A -1 18`x24' CRAW- SPACE ACCESS. INSULATE AND U.EATHER STRIP. SEE Div. 010022 SHEET A -I 22`x.30' ATTIC SPACE ACCESS W/ 30' HEAD CLEARANCE. INSULATE AND WEATHER STRIP. SEE Div. 01002.1 5t' -SEET A -1 FLOOR MATERIAL BREAK LINE WALL LINE ABOVE WALL LINE BELOW FIREPLACE ASSEMBLY NOTES: A. DIRECT VENT FIREPLACES, INSTALL PER MFG. SPECIFICATIONS, SHALL CONFOIRM TO UBC REQUIREMENTS. SEE Div_ 01002E S1 -IEET 4 -1 B. ZERO CLEARANCE FIREPLACES SHALT. CONFORM TO UBC REQUIREMENTS. SEE Div. 010025 SHEET .4 - C. HEARTH SHALL CONFORM TO ABC REQUIREMENT. SEE Div. 010028 AND 9 54- EET A-• D. F IRESTOP OFENtNGS 4ROIJ4ID PEKE TRAT i ON5 AT EAC44 FLOOR PER USCG. SECTiCP 7 14 SEE SITE PLAN FOR ExTENT OF WALKS AND DRIVEWAYS 3' D l 4t 1ETER STEEL POST 36' G14RDRAIL PER ABC A. 4T STAIRS SLOPES AT 36' - :HOVE STAIR NoSIN GS_ 'B VENT FOR '"+EC 4 4N ?CA_. CLEARANCE E _ S PER A3c SEE D . v 15 S+ -TEE' PLAN 5l-IE_= ^►r.. r '^`'r'k'4 UPPER 4N L OLER -N EN CABEE''S 0 LJ q ; 2x6 ak. • • h 1 con r.r.4 0 ;14 U Q z 0 tst, '■Z 7 ,C ; 7 tf4 • • 1 m W Of A 0 0 ❑ ❑ 8 m hLit, RIDGE 0 0 0 0 EXISTING ROC; LINE BELOW EXISTING WALL LSE BELOW 1' / ! \ (Ex5 L!€ 2E..A. Ex 5 - 1%6 ROOr _NE eE a, / r • • WALL LEGEND EXISTING WALLS T ExI5TING WALLS TO BE REMOVED NEW WALLS EXISTING AND NEW WALLS ABOVE - UN.O. ••~ EXISTING FOUND WALLS 1 1=t NEW FOUND. WALLS EXISTING ROOF LINE BELOW EXISTING 3 GLB EXISTING 31/6'x12' GLB EXISTING 3's'x12' GLB EXISTING 34'x12' GLB ! ' .•.�L � y� C � ` 'mss :�►.^ • .. 5 EXISTING 34042' GLB r r �L OPENING RCXF a O Q C rr•111•1 9 x W Pei, 34 'xi' Gt..B n ; X 7: g E ti YE E/'�:$T �+� J 2' GLB 4 REPLACE ILLAEW 3kis &..B ABOVE (SEE SECTION) T`�� �.- � EXPOSED GLB. GRADE Pew 3 1 'xi' V SEE ..,011ER laner A .t1 FTED GCCF S 0 a 4 • r Ir . 110OF HELM, 0C 00 NEW ROOF LINE BELOW RIDGE FF -14 EXIT PG WALL LIP SELOIu EXISTNG ROOF BELOW EXPIRED NOV 1 6 2003 rr LL-11 UPPER ROOF FRAMING PLAN bar 11,044111P 1 GENERAL FRAMING NOTES I 1 FRAMING PLAN KEYNOTES 1 f F l F -2 f F -3 1 5 [ F -1 F -13 l C F -g F -9 ) F - 0 F -I1 F -12 � F - � - 1✓ , I. SEE COVER SHEET FOR ALL GENERAL NOTES AND REQUIREMENTS 2 SEE TYPICAL MATERIALS LIST ON SECTION 5-IEET 3. SEE COVERSHEET FOR ALL NOTE5 404D REQUIREMENTS CCNC.E RV ING MEC.44ANIC..AL PLUMBING, AND ELECTRICAL. 4 TRUSS DESIGN BY MANUF. TRUSS PLAN SN0(LN IS FOR GENERAL LAYOUT ONLY SEE DIV. 6100 SHEET A -1 - TRUSS LOADING SEE DIv. 010001.A SHEET A -1 - TRUSS SPAN PER FLOOR PLANS - TRUSS TYPE PER ROOF PRA:111'4G PLAN 5. ROOF FRAMING SPACING. 24' o:c•. 214_0. 6. ROOF- r rcw- EXTERIOR PER ELEVATION INTERIOR PER SECTION. 1. RAFTER TAIL 2x4. VERIF`'r $. ROOF TAIL AND RAKE OVER/-IANG PER ROOF PLAN. g. ALL HEADERS ARE 4x10 DF '2 UJV.O. PROVIDE (1) TRIMMER STUD UP TO 4 SPAN AND (2) TRIMMER STUDS OVER 4' -0' UNO. SEE DIV. 06100 SHEET A -1 BACK FRAM MG AND SOFFIT AREA AS REQUIRED TO ALLOW FOR HVAC DUCTING - SEE DI V.15 SHEET A -1 RAKED PONY WALL ON TOP OF LOWER ROOF FRAMING MEMBERS SUPPORTING UPPER ROOF FRAMING 1•1EMBERS. ALIGN EDGE OF JOIST WITH FACE OF WALL ALIGN INSIDE FACE OF BEAM WIT+ -1 OUTSIDE FACE OF WALL UPSET - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOIST AND TOP OF BEAM EXTENDS UP ABOVE JOISTS TOP OF BEAM I5 FLUSH WITH BOTTOM OF JOIST WITH NO TOP PLATE. CUT ADJACENT FRAMING MEMBERS INTO BEAM FOR ADEQUATE SUPPORT. ATTIC SPACE VENT SEE CALCULATION SEE DIV. 01002 51-EET A -1 FLOOR JOIST - SEE SCHEDULE Du1Cs. SEE DIV. 06100 SHEET A -1 SEE ELEVATIONS AND SECTIONS FOR PLATE 44E IGI-IT PRESSURE BLOCKING SEE DIV. 06100 SHEET A -1 FLUSH - BOTTOM OF BEAM EVEN W/ BOTTOM OF JOISTS TOP CF BEAM FLUSH W' TOP OF JOIST AND BEAM EXTENDS DOUN BELOW JOISTS TOP OF BEAM 5' BELOW TOP OF JOIST TO ALLOW FOR I-1VAC OVER BEAM AND SEAM BI,r1PS DOWN BELOW JOISTS 2x6 OvERFRAMMG * 24' OC. PROVIDE 2x6 STRONGBACK PURLING AND 2x KICKERS AT 6'-0* oc TO TRUSSES BELOW. 2X6 CEILING JOISTS a 24' OC rti:" C \ r,9cr .-r% , � f� r i tid JUN '° 9 20( 2,3 T SYMBOLS & LEGEND ■ Pct_ _.r ..3� v -v �3 B PC _ ✓.v "R --ti54 `rCi ...0►,.1� r\ �� N.: • 11.40LZ: a C ■ .1% 3.= DES.c. .- o. ` Ave C-:_ 5 J' -. s � �sc4 - - a Ci BE t...000e BE-C46. -� e` <. DGEle vV� : V".14.. VIPAP .rr/" -- S .; €t..�' C�.>.� C74 IC C: - :"ES SE .- C7►r ~ Accve e1Er.r . t w R) 1 T w,i , it1 4f V'ta- V . _1 L . i .. r 1 . 1 _ (` 1 t 11 1 1 • ! 1 ` I r � � i � 1 r � s 1 tf f :.1 I _.' ' I F I t _,. 1 .,.�, _.i-._ F- 1 _. fr.+. 1� i �1_l i ce ; - ` t - t 1 . 11 1 � 1- � ,�_�, p 1 �;��. ;ti. + i i ' i ! i i i'r I I ' . i' 1 ! ! I j i , ! ;1 , ( J , ( 't_ 1 . i e t 1�i ! i j�' t' ; ; ' - �' 11 - I. t + .1 -:. 11 _. - -1.1 _ - 1 ' LT:,1 -_ 1 _J_i 1 ,., ._!.i_1L_' { iI ' � 1 ' , ti i j t} i 1 1 L �_ L l _J _i 1�. 1 _ 1 —y _ -- __ ` - .. .1—L t - I , 1 t l , ,i 1, , , ti� i T \ I 1 T •i I r ! ' Y 1 �� • 44_ ` r a - • . - .. - l•. _�, - _ter - 1 - 7� - � H ( �t �_ �1 �_ f 4 1 { . { L-1 tl- - -L1 '' " t ± I t i, t 1 t � , t . i y � I 1 \ ii.:i _.1i- i l_li _� �y1 �� t.Il - -1- 1.�i��_1t 1- 1 _ +` l � '41 TOP OF PLATE ENTRY DECK EXISTING TOP OF MAIN FLOOR 0 W EXISTING TOP PLATE WINDOW NOR NT. IL LOWER FLOOR EXISTING SKYLIGNT5 TYPICAL BUILDING MATERIALS ROOF CONSTRUCTION ROOFING: (DIV. 7) BUILDING PAPER: (D IV. 7) SHEATHING: (DIV. 6) INSULATION: (DIV. 7) SOFFIT: (DN. GW& (DIV. 9) EXTERIOR WALL CONSTRUCTION SIDING MATERIAL (DPI. BUILDING WRAP: (DIV. 7) SHEATHING: IV. 6) FRAMING: 6) txsvuno : (DIV. n GWB: (DIY FLOOR CONSTRUCTION FLOORING: IV. suBFLoou: W. 6) FRAYING- IV. INSULATIO : (DIY. SOFFIT: (DIV. TRIM:(DIV. b) WINDOW: (KITH NO BRICK MOLD) CORNER BOARDS: FASCIA 4 • • • • ♦ ♦ e .s -C" 3 es • • • • it '- 3 I l -� •a l- . v . >� ♦ i 1 ♦ r i . --+.__ .r. ♦ . -ma `�' L SHINGLES (DIV. 010005) 3a BUILDING PAPER 7n6 oss OR aQuwi. PER PLAN x•30 BLOWN-IN 1/Y' RE-SAWN PLYWOOD sir (iNB WOOD SIDING (DIV. 01005) BUILDING PAPER 7/W ors OR EQ uwt 2 R f SUDS AT W OC R-21 B+rr WI INTEGRAL VAPOR BARRIER 112' GWB FINISH PER PLANS (DIV. 01005) 3/4' TAW (PLYWD, COMPLY, OR E(t) PER PLANS R -30 BAIT 1/? RE -SAWN PLYWOOD HEAD: 2x4 UNO JAM& S/4x6 UNO SILL 2x3 STOOL BOARD OVER 2x1 UNO INSIDE: 2x2 OUTSIDE: 2x6, 2x4 UNO 2x12 UNO FRONT ENTRY ELEVATION . 1 1 1 1 I t j 1 + I 1 '�.. • Y-- NEW RAFTERS I PER PLAN --- -NEW GLP PER PLAN NEw PER PLAN '""AN c_OCIR J NEW OPENING IN EXISTING ROOF SIDE ELEVATION o ENTRY NEW ROOF STRUCTURE 4 ROOF MATERIAL TO MATCH EXISTING, TYP. TOP OF RATE - 1 . MAT. EX STING d _ 1 . i W I ^ n , 41; J . K -00 or z- LOsiBIZ .r. NEW ROOF STRUCTURE a ROOF MATERIAL TO MATCH-+ EXISTING, TYP_ TOP CF PLATE • ENTRY' -J (4) NEW 4x4 POST NEW 24' SQ. COL. BASE TAPERED TO 30' 5Q W/STONE VENEER (SEE DTI.- 1 /AS) NEW 3 GLB W/CHAF'FERED ENDS NEW 3 /p ixe' GLIB WC-HAMPERED ENDS NEW 3 4' • BOLTS WAUAS RS &BLACK FNISN TYP. FRONT ELEVATION EXPIRED 12 1 4 SIDE ENTRY BUSINESS ELEVATION r Nov 1 6 2003 Sift I111%r'► 12 1 NEW ROOF STRUCTURE 4 ROOF MATERIAL TO MATCu EX ISTING, TYP. • ■ ' . 5"0* •SNIZ C ++ e' J=E C' - ft.X 5 CAP NEW EXTENDED ROOF STRUCTURE 4 ROOF MATERIAL TO MATCI4 EXISTING, TYP- NEW 60? POST NEW 1x2 OVER 2x4 TRIM NEW 2x8 CAP TAPERED W/MITERED CORNERS OVER 2x,• TRIM NEW 1b' SQ. COL. W /HOAR. SIDING W/2x4, 2x3 CORNER TRIM NEW RAILING NEW EXTENDED DECK NEW 2x3 STOOL BOARD OVER / 2x8 TRIM, TYP. NEW 2x8 TRIM • WINDOW WEAR, TYP. NEW 514x6 TRIM, TYP. NEW EXTENDED ROOF STRICTURE ROOF MATERIAL TO MATC .4 EXISTING 3-- t j1 06.5 . C5i w. 3 * . GL...3 :,..C3 .. '4 - 4a4 t w -5 t'&.. SG Ca. 5-:-.%" "d -R - C 3C 51 VENEEC SEE " .. •' pip 3 'M'x: 's.B '4 4rr4IDCS - ~ .1 N 1�` r 0 EE a a 0 C/) z 0 CD H A7 • 11*•••••■ - P05T5 E3EARNG ON NEW SE ExiST BEAT"' efARNG Ov NELL; e€Ar POS PER E 5"'NG "e-ttN Ex 5 - 0c I Exc. -CNC P4.0 1;‘ _ • s• NEW ROOF STRUCTURE t - ROOF MATERIAL TO MATCH EXISTING, Tr*. NEW COVERED DECK NEW COLUMN NEW EXTENDED DECK NEW VC; =X 5 5E47** Ei • 4[ RIM MUM EMI 111111101111111 ENS • pill MEM mit - h _ ill iiiiillilitill — 11 — - I I li 111111111 t k 1 \ 1 il '--T 1 \ : I I 111 1111 ' 1111.11 ' r IN - .- "." ME MEM •IIIPIIMPEP liPMESII 12 1 4i 12 - T ! ; • Nrnmommol NELLA BEAr; PER PLAN Eir5 F-OOR 1 4_ , '‘.'; i .r--- - 7, -H .,- ., , , -- , ; - , ii" , i ,,, ,,! ,. ; : , , , i • , . L . , f' : • i , 1 I .. ..1 i r :.. ; 1 ': ! ii ci i t !i III 1 ', i i 1! T , 1 H ; , ,i i !"' r ,, i T4:12 1--1.-- 1-.-L-*, .11_.,1-1 :-', 1. . ' ' • - ! 1._; ...._,... ___i_i_i_.,_11._.i_i__-__,... 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POST NEI& POST eE4RiNG NEuit BEA,"•! —144NG BE.4r OFF ExS PCS EX 5 PM NEU/ POST TO FILL GAP STUN. EXIST. BEAMS y\ PANG EXIST. BEAMS OFF NEW POST (TO GAP STU). TI-E TWO BEAM) SUPPORT NEW POST 8v NEW BEAM RANG NEW SEX' OFF EXt57 1 1 PARTIAL SECTION 0 FIREPLACE OMR 111,4 r ------ 1 h DETAIL 1u n 44 4 12 lo• JTL • 1 11 ' t , 7, • , t; - , t ' LI , . ' 1 1111,4 •,1 ; . it „ • , - H1111 It II !!11 t it -J--4- 1, i 1 , ” , ii_i " L i Ji_i_i „ i 1 : I 1 I ; ; •• 1 ; , • i ! 1 , 1 H , 1 i '' ' IA 11 ---- 4 - 4- -,-. 1 ,-4..... ' - T -4.2.- - , - -L,J. __, -7._ . .„.4.,............._...-4., .....,-;_--._..,_;_....-1_, __,L,......................;,,, li II!; Int .; • l 1 , , i ii it t. .i '; ! I !•, ; ,,I II .v 1444, _ 4. _ I-t _ .1. .1.1___:-.4.--4.4-, -4-4 -,L.-1_,-11--, 1-i-i--1.- .; 1 i - L I i i. I L iLJ ji qt i h Ili 1 _ii i!',', .,i, Hii -- I i i -- Cr"; i . -- ;` i -, .''ir - -7L1-71 : _.) i J .4. . i. 1 4_ , • __I.L4_1.1..._i_l 4 __LL. L 1 • -- ' i ''''... i ' 1 1 1 1 .1 ... i, ,.. 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' ■ i REAR ELEVATION - SIDE FREEWAYEisEVATION EXISTING LOWER FLOOR EXPIRED NOV 1 6 2003 4; 2 : • t , ""1 - 7 1 .. 1 •-• C" W - I- - c..4 ilk W fai - - 1 fir --- - 1 — r.".11 =....004 - --_ - ...., -.:-_-._ 1 C) — NEI __11 .7-- * .44.44 • , "4 - 1 CI Ci +-4 ) II k \ .... - 11 . NJ . .- 1 1 1 - i 4 i - -4 EXISTING ROOF STRUCTURE 110 NEW ROCF STRUCTURE 1 1- ""4/ 1;. ROOF MATERIAL 'O mATcs., ' Rgifik A EXISTING, Tr*. u 'OP OF PLA • ENTRY 'OF' OF PL4 TCP Ex157 rpm og C.7.- Ex 5 1_04.ER F-OOR • 1.)ECIke -k ej • 'A; Z2 11 .P — PiG •C A8 ••• a C COLUMN DETAIL a 4 4 NEW CLIP Scale r•r-v COLUMN DETAIL NEW POST PER P 1x2 TRIM OVER 2x4 TRIM CAUL 4 BACKER ROD W WATER TABLE OVER STONE VENEER NEW P.T. LEDGER NEW STONE VENEER OVER NEW 8x8x16 CMU BLOCKS NEW RAILING NEW P.T. LEDGER NEW 2x10 P.T. LEDGER NEW BEAM PER PLAN W 8x8x16 CMU BLOCKS NEW CONC. FOOTING PER PLAN (4) NEW POSTS PER PLAN BLOCKING AS NECESSARY 1x2 TRIM OVER 2x4 OVER 2x8 TRIM CAULK 1 BACKER ROD N NEW WATER TABLE OVER STONE VENEER NEW STONE VEER FL } 4 r'&., �C 4 t G"1'NG 1 °ER Sift r r 9 EXISTING MAN FLOOR EXISTING TOP PLATE EXI5TING LOITER FLOOR - Ex 46 "i c ctivE I r ry �' N id E,x',5,4G _OLER =OOR \N„ • EXISTNKs ROOF STRUCTURE • • ii 3 e ; • '' i ! • • Id .. EXIST. ROCF STRICTURE TO REMAIN UNCHANGED 5' -4' 5' -4' 5' -4' 5' -4' /\ . /— BUILDING SECTION A -A EXPMED EXI5T. ROOF STRUCTURE TO REMAIN UNCHANGED 0 5' -4' 5' -4' Ex'S • 3E. / / ExISTNG ROOF STRUCTURE NEW TERS PER F-4 to Remain Unchanged semi r4'•r -e' BUILDING SECTION B - 5' -4' ) 1, NEW EXTENDED ROOF STRUCTURE 5' -4' NOV 16 Z003 7 RIDGE BEAM PAR PLAN CAS ", • EXISTING Rf.7CUF ; . r 1 STRUCTURE M NEB.. ROOF NEW GONG. SLAB NEW GONG. FWD EXIST. P.T. I:ND. WALL SISTER UP 4 NAIL NEW JOISTS TO EXIST. JOISTS EXIST. IND. WALL SIM. L ium Go) 0 Q 0-4 U d z a r O H gct z 32-4‘.2 r �► NEW BEAM PER PLAN NEW POST PER PLAN EXIST. F EXIST. DBL. RIM JOISTS EXIST. POST JOISTS NEW 2xb OVER EXIST_ BEAM EXIST_ POST 12 r- 5 ' f ---- EXIST. ROOF STRUCTURE TO REMAIN UNCHANGED EXIST. FOOTING NOT USED � • SECTION BEAM ec.Is war-ee EXIST. ROOF STRUCTURE - TO REMAIN UNCHANGED EXIST. FOOTING 12 SECTION BEAM EXISTING POST II EXIST. FLOOR JOISTS 1 1 /7" ,, EXISTING MAIN FLOOR EXISTING TOP PLATE rFU;SuouE2 BEYOND EXISTING LOWER FLOOR 14 EXISTING P.T. FND. WALL • STRUCTISE 1) C93411?) 2.4 EXISTING ROOF nEw sicYw,aLi- • EXIST. RAFTER BE"OWD NEW BEAMS PER PLAN 14EW BACK FRAmING FOR NEW GLLB AS RECIURE^ P wC 5 NSW •4ANGER FOR *EL, DEOGNG L8 & NE:, CYAN PARTIAL BUILDING SECTION 9• EX S"111G 'OF' it as 5' -4' S'- Mb 5' -4' NEW 3 /4' • BOLTS lit LAO( FIN.S44, 'YP. TOP OF P -ATE • ENTRY DECK RA LING ,u MEN S'E rte. ...STOVE CAP C* ▪ 5`ONE 4 ▪ . Ex 5"NG ":?F NE.. Dec.. '° ` JO S'S CM °..Alit 5' -4' 5 -4' BUILDING SECTION CC EX? iREd u EXISTING ROOF STRUCTURE NEW ROOF CONSTRUCTION 1 EX5" PI Cs .0 E'5"1P461 ° " JILL NDV 1 6 2Ou3 5' - 1 �. ` I; `• .1 :i 4:12 EXISTING P.T. FND. WALL C� 1" A.. s PARTIAL BUILDING SECTION • 3 Juh 0 A ", FART ro) 0 x d U d z S _ae ' 323sr3 - LNG NC Cr2:a+tZ A10 1 "nf s • • it 4 i s is • r* 1 x *mg �I 111I I I.LIII ITI 3 O 1 i CA ` -o 1!4' 1/2` (PILO YERIF' E 1 ;! w F i = =. K1'11)11E11 ARI'IIITLI� r .,. your c'rimpli'l' home _planning revnur(1 143/I S2 !('t/i .5ireet. B1ellevue, W.1 98007 6p5) 6.J1-532O fax (12S)(4!-.5.318 ti' -t0 1/2' (FIELD VE 0 LINDAL CEDAR HOMES SUNBURST MODEL REMODEL THIS DRAWING IS Q COPYRIGHTED u• m N A, --+EE r 1 A 2 .4 FF C m 0 . Date By Description 1/21/03 KMK PERMIT SET 2/28/03 KMK DETAIL REVISIONS - CLOUDED 3/12/03 KMK ROOF REVISIONS - CLOUDED 5116/03 KMK CLIENT REVISIONS - CLOUDED / N • • it 4 i s is • r* 1 x *mg �I 111I I I.LIII ITI 3 O 1 i CA ` -o 1!4' 1/2` (PILO YERIF' E 1 ;! w F i = =. K1'11)11E11 ARI'IIITLI� r .,. your c'rimpli'l' home _planning revnur(1 143/I S2 !('t/i .5ireet. B1ellevue, W.1 98007 6p5) 6.J1-532O fax (12S)(4!-.5.318 ti' -t0 1/2' (FIELD VE 0 LINDAL CEDAR HOMES SUNBURST MODEL REMODEL THIS DRAWING IS Q COPYRIGHTED u• m N A, --+EE r 1 A 2 .4 FF C m 0 . r • X 4 60 cn 17 BASEMENT SLAB MJ5T BE PLACE PRIOR TO FULL BACKFILLiNG OF WALL. NO INSULATION BE11.EEN BASEMENT SLAB AND STEM WALL TOP OF DOWEL z z z -'k FINISH GRADE TOP OF SLAB CP m 1 '3 • FOUNDATIO 3/4' =1-Or NOTE BASED ENT SLAB MUST BEEN PLACE !PRIOR TO FULL BAC,KFILL66 OF WALL. NO INSULATION BETUEEN BASEMENT SLAB AND STEM WALL. roP OF SLAB X , L . rS - 1 -144 v� f r -- ?;;:_ TOP OFFTG Top OF DOIIEL N.T.S. I • u t t 8 : TIGHTLNE AIL 1/2' CLR 3 -e' ir,'S. r E' i0' FOUNDATION DETAIL 5/8'1x10' A.B. W/ 2'X2'X3/16' SO_ STEEL PLATE WASHERS • 4' -0' Q.G. (DIV. 3 SHEET A -i) EXCEPT AS NOTED ON SHEARWAI_L SCHEDULE 1' MIN. EMBED (2) M BAR • TOP 0 4 vERT. BAR • 10' oc, RILL HEIGHT OF WALL (DIv: 3 SHEET A -1) 0 4 vERT. J -BAR • 5' oc (01v. 3 SHEET A -1) DAMP PROOFING ( Div. 1 SW Al) "m4 1410RZ. BAR • 10' oc (DIv. 3 51-EET A -1) 4' PERF. FTG. DRAIN &WILTER J M 24' GRAVEL BED. (Div. 2 SHEET A -1) (5) 04 BAR GOVT. (Dtv. 3 54-EET A -1) SOLID SUBSTRATE 4' GONG. SLAB OVER 4' RAC OVER VAPOR BARR.IOR 5B'•xi0' AB_ W/ 2'X2'X3/I6' 5 Q STEEL PLATE WASHERS • 4'-0' O.G. (Div 3 SHEET A -I) EXCEPT AS NOTED ON SFEARILIALi. SCHEDULE 1' EMED 1 M v'ERT. BAR • 16' oc. FULL 4E -IT OF WALL (Div. 3 SHEET A -!) 0 5 VERT. J -SAR • 8' oc (DIv_ 3 5H>E:ET A -!) HIORZBAR• I0' oc (DM. 3 SHEET AA; 04 BAR • 12' oc L =2 -6' (Div. 3 SHEET A -!) (6)"14 BAR CONY (D'V. 3 5.AEE A -1) SOLID 51A35 RA 4. CJNC SLAB Ov R 4' ROGC OVER VAPOR BARMOR DAMP PROCF6* ( DIY_ i S+: A; x 1 1 V —A= 5.14e •IE PER 00 L-1•6 t0` L9 O� Vi�4► 1 CRIPPLE WALL as FOUNDATION 3/4"4-0° CRIPPLE WALL o FOUNDATION 3/4%1-0' CANTILEVER FRM'G AT FOUNDATION PER PAN P..00R FRAMING PER FLAN 6 5—€E (BEAM PER BEAr• SP_ -�� O & SC-he 5 SCE ' f'"-ER .r %A.-ER EA SCE P>rr76' "leR PLAN !>VER NIPI EESi' AL Ct:Pr FOC"• °BR wt." •eav"w =0/t tab A315 R./11‘11' 'C isOC'r165 0 050'11E 1 01R.lN'S Tl'P. FLOOR CONSTRUCTION rep EXTERIOR WALL CONSTRUCTION CRIPPLE WALL PER PLAN SEE FOUNDATION DETAIL(5) FOR ANCHOR BOLT AND RE -BAR INFO. TYP. TYP. FLUOR FRAMING PER PLAN (DIv. 6 SWEET A -1) TYP. EXTERIOR WALL CONSTRUCTION PER PLAN (DIv. 6 SHEET A -1) RIM JOIST • EXTERIOR WALL I Car ra BAR + _ CRIPPLE WALL. PER PLAN, WITH A MIN. STUD LENGTH{ OF 14' PER UDC SEC. 232015 (DIY. 6 SHEET A -1) SEE FOUNDATION DETAIL(S) FOR ANCHOR BOLT AND RE -BAR NFO. TYP. VQ'uL, -Lh L1 TYP. WALL CON T. PER PLANS (DIv. 6 51-EET A -I) TYP. F OOR FIRM PER PLANS (Div. 6 SHEET A -I) SOLID SLOCKNr OVER SUPPORTS ".- Ix3 1' caNT. 50FF1T VENT 1/2' RESAWN PLYWOOD • SUIT TREATED MUD SELL SEE FOUNDAT1CN DETAILS 1 v++v v« _ ■• � e FOUNDATION DETAIL 3/4 3 /4•=f-Or 3/4'd -'" FOUNDATION DETAIL FOUNDATION DETAIL Trio. EXTERIOR WALL CONSTRUCTION PER PLANS (DIV b MEET A -1) 4' CONC. OVER 4' ROCK OvER VAPOR BARRIER R -I0 RIGID INSULATION 2X10 TREATED PLATE OFFSET 3/4' SEE FOUNDATION DETAILS P'IASCNRI' 1' AIR SPACE l• BUILDING PAPER WJJ Uki ■.■ iU-- it) 22 GA GYP. TE TO FRAMING Ev. 2 SQ. FT PLYWOOD SHEATHING PER PLAN CON'. FLASHING WIAIEEP HOLES • 4 OL. TREATED MUD SILL SEE FOU CATicN DETAIL FOR REBAR AND ANCHOR BOLTS 3 1/2' TYP FLOOR FRAPING PiER PLAN (DIV b SHEET A-1) TYP WALL CONSTRUCTION PER PLAN (Div _ 6 SHEET A -1) LOCATE c JOIST tim MEMBER BLOCKING OR JOIST • WALL CV BOARD PT. 2x FIRE BLOCKNG RARING MALL 1' AIR SPACE vAPOR BARRIER 6' MILL vERFY w/ GRADE CaNTORS v��vv -a,+fi rvv�vc�wi SEE ARCH DETAILS FOR FOUNDATION CQC•111O 15 - w DrEIRCR rill,. C045 C °ER PLAN "Ory i 5•4eE' A- 4' =WC �•AD OVER 4' ,'RAVE. BED D v 3 SEE a- _ A' .,� 5L_ ' ry i S+EE A- tCap* o DE"•A LS • • lhr - [ 1 L#tJ1 15' 3:/4=1"-o" HANGER OPTION 3/4•=f-0r &W.15. TYP. (Div. '5 SHEET A -I) INTERIOR BEARING WALL (Div. b SWEET A -1) I!!'• x IV' A$.• ,8' O.G.(DIv.3 SHEET A -I) SLAB ON GRADE PER PLAN (DIv. 3 SHEET A -1) VAPOR BARRIER CONT. SPREAD FTG. PER PLAN (DIv. 3 SHEET A -1) . 45' (2) 04 BAR CANT. (DIv. 3 SWEET A -I) FOUNDATION /FRAMING CONNECTION EXT. DOOR APO FRAi'E (DM B SHEET A -1) DOOR THRESHOLD BASHING AS REQ'D. (DM. 1 SEET A -!) PERvESTRAL FLASHING 4' CONC. SLAB a ER 4' GRAVEL BED (DIY. 4 SHEET A -1) TREATED MID SILL AND RIM JOIST (DM. 6 SHEET A -1) 04 VERY. RE -BAR FROM STEM WALL STI -eeED WO SLAB TYP. FLOOR FRAMING PER PLANS (DIV. 6 SHEET A -1) EXT. DOOR THRESHOLD DETAIL RILL UkDTH TREATED D ior I-LANGER sa.w N4 TYP. FLOOR FRAMIG AS PER PLAN (DIv. 6 SHEET A -1) EXT. DOOR AND FRAME (DIv. B SHEET A -1) DOOR THRESHOLD FLASHEIG AS REQ'D. (Div.1 51ST A -1) PERvESTRAL RASH P1G 4' CO'lC. SLAB OVER 4' GRAVEL BED (DiM_ 4 SHEET A -1) TREATED MUD SILL (DIv. 6 51-EET A -1) 1' AIRSPACE TYP. 04 VERY. RE -BAR FRa15TB' WALL STIEBED INTO SLAB POST APO BEAN PER PLAN EXT. DOOR THRESHOLD DETAIL TYP. FLOOR FRAMPAGI FER PLAN (Div 6 'T A -1) CONSTRu tch FER p'La s ('J y 6 SHEET A -1; NEA'ED - Ss— EL000 Cs OVER BEATT' 0 06 - • to BEA1" PER 'p'L.Yr SEE p0fIC4►TiOr DETAILS F CONNECTION vsyra z C4 4 FOUNDATION DETAIL 3 /4'=T -(Y FN15H GRADE TOP OF DOME/. 42 1, TOP OF FIG 3 /4' =T-0r 3/4'=f" o1' 3' -2' PITS_ PER P'.,..4h I ° It f i 1 - N a• a 4 1 -1/2' t 8' I M 0 J., II.: 311 y ''' FOUNDATION DETAIL 41.11.,0 W3'$xC' AS. 111/ 2'X2'X3/I6' S.Q. STEEL PLATE 1u HERS • 4-0' O.C- (DIV. 3 SHEET .4-!) ExCEPt AS NOTED ON SHEAMLIALL 5C,HEDILE T' E1 �4 kcR Z. BAR 10' O.G., T-6' COi(NER OVERLAP (DIY. 3 SHEET A -I) IIERT. BAR SAME AS STUB STEEL SPACING (Div. 3 SHEET A -I) TIG►4TL 1NE DAM PROOFIVCs (Div. 1 SHEET A -1) 0 4 STUB STEEL FRC M FT'Cs. • Ib' OTC (DMV. 3 SHEET A -1) 4' PEW. FT'C3. DRAIN W#FILTER IN 24' "_' iRAVEL BED (Div. 2 SHEET A -1) SOLID SUBSTRATE (2) *4 BAR CONT. (Div. 3 54-EET A -1) TK#ITLNE CANTILEVERED RETAINING WALL 1/2'I 10'' AB. IU/ 2'X2'X3/116' 5II. STEEL PLATE LASERS • 4'-0' OC. (Div. 3 SHEET A -I) ExCEPT AS NOTED CPI SHEARUALL SCI.EDULE T 71W4 EMBED (2) "4 BAR •TOP 4-ORIL BAR •i0' 0.C., 1 COWER OVERLAP (DIY_ 3 SHEET .4-I) wERT_ BAR sib' oz. �fT)IY 3 SHEET A -U A' 'FEW. Fr'Cs. ORM% IWFt TTR IN 24' GRAVEL BED (Div. 2 ST A -1) (2) 0 4 BAR CC NT. (Div. 3 SHEET A -1) SOLD 5. 57R.1TE C.,45,k1C-IPr °cam ° .: i_ a.., b S►'Z- J .- w -,XlR W.W''I*!'s PER P. A06 v' 6 - ,A- . ."1.0 S.._ SU' = . A -- 4- 5 IA 1 ca'v i 8/.6E - SCUD 15,...10046 • RI" Jam • & .. � Mme' 151.4110 46g °E R "-at "‘IE IVED '1C 61... :$ ICISCAY OE"A LS FLOOR MOMS Pet °LAO (Coy 6 SEE' A- . . FlwaNa►noN DETAIL • Ir1 AB. WI 2'X2'x3/16' S_Ct PLATE WASHERS • 4 " -10' oc. (DIY. 3 SHEET A -I) EXCEPT AS NOTED ON SHEARW4LL SCHEDULE 1' MN. EMBED. (2) 0 4 BAR • TOP 0 4 VERT_ BAR • 10' oc. RLL HEIGHT OF WALL. (Div. 3 SST A -1) DAMP PROOFING ( Div. 1 5HT Ai) 0 4 vERT. J -BAR • 5' oc (Div. 3 SHEET A -1) 0 4 HORl BAR • 10' oc (DIV. 3 SHEET A -1) -•• 4' PERF. FIG. DRAM WAILTER M 24' GRAVEL BED. (DIv. 2 SHEET A -I) (6) 4 4 BAR can. (Div. 3 SHEET A -I) SOLiD SUBSTRATE v �,. ■ ' 1 3 I 716I4TL ipE DArPPROOPING (Div 1 5HEE 4 -1) "4 ,a'-0' site STEEL FROM FrG. • ifa' 4L. (Div. 3 S. ET A -i) A• Jup, 0 9 w',7c 4-4 x Go) a E-0 w CI 4414 z • • z> CJ 00 w r w E5 t < i a - w cc =O w In J 0 � wU W Z W CCCOOd Q • oLi W Lu a. wal0 Z • uj O ill Li j Q OPo ODOO 0 azp O cc Z Qq��C>_ � o �cnC� F - Li j w w w- -m O >- W Z Qm Dl 1 TYP. DECK CROSS SECTION 3/4•=1-0" PER PLAN SPAN NOTE: DELETE RAIL WHEN FMI5F -ED DECK ELEVATION I5 3D' OR LESS - ABOVE FINISHED GRADE RAILIWs PER PLAN (CLR DI5T. BTLW NOT TO EXCEED 4` SOLID BLOCKING OVER SUPPORTS 5/4 x 4 TK CDR DCK'G - IMO. PER PLAN. 2x P.T. LEDGER PER PLAN, ATTACH W/ LAG BOLTS PER PLAN TYP TJI FLOOR FRAMING PER PLAN CRIPPLE WALL AS REGIUIRED PER PLAN. BEAM PER PLAN POST CAP PER PLAN 2x (2' GREATER DEPTH THAN JOISTS) POST BASE PER PLAN FINISH LANDSCAPE GRADE 12' MIN FOOTING PER PLAN ON SOLID BELOW GRADE SUBSTRATE tiJ t - `1a 11'J IZ" • FRAME OVER WALL DETAIL 3/4' r-O' i L sib 6 -f =no 3 -dr wee 'MC 1111116* DEIr%• ISOM r-ax „W. 3 •.RICLr aL "11114 }c . 3111` 41101E 4 EIUC IIE C'R71 DlIIEIDL 1 ' A` "114 CLEAR 1 4 1 /Cr" 16E AMIN ANII END! Mt AC $1M= B4AFEL - ExTEP 6' A OvE BAIT. Mt. OR 12' ABOVE BL OM M INISUL•. TYPICAL IROCF CONSTRICTION 1' MIN. CLR. FOR v'ENTIWG 2X BLOCKING WITH (3) 2 112' • HOLES WITH SCREEN SEE ELEVATION STAIR SECT1ON DETAIL EXPOSED TRUSS TAIL TYP. GLITTER FASCIA PER ELEVATION (TYP. EXTERIOR WALL C.C)NSTRUGTICN) FLASHING (DIv. 1 SHEET AI) DM OR GIRDER TR J6 (PER PLAN) (TYP) RCC,"F CONSTRUCTION FRAMING. PAR PLAN H1 • 48' OG. AT OUTSIDE FACE CAF WALL 2' Mk. CLR. ' FOR VENTELATION BLOCKING BEAM PER FLAN RAFTERS PER PLAN 2x BL.OGK NS SKYLIGHT• SIZE PER PLAN PROVIDE RASHNG AS Err MFG. 2io6 CURB TIP. 2x4 • ROOF ANC) FRATIIING PIET13ERS TYR GAB_ • CEILImKs ROOF FRAMING PER PLANT SKYLIGHT FLARE WELL DETAIL vtiu I.PU J mac p . . ELock As ..EEDic SEE O As SEE °JLI+ FOR "` RISE i 41.4t DeE 3 ° v -&ox mere 1 ice' - .scelo Mi' ' EAc ilr►. EA6M lene•Cs 3 - :. s aReot Sit .► S * •G Bari --� %M S'• 2 : IGO 'C iAL.. 'Van 5 !' ~"E `• - Cie A6 SEE *IVES BBC. f craffe A WA.., ° E O • S • S• l O . Mt ICC SEC low 1s CO M! AMBLE SPACE ,I«t>c a VAR SW *i • 1� WISIMEIDWE EMI L. ME ~ID 4` owe mE' wpm mot MC SEC 11 • • , 11/ Y'f V Y ...wry. TO 3 /4 =T-Or OVERHANG PER FLOI GABLE END DETAIL • 12 PER PLAN TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTTIUCTION HI • 48' OC. AT OUTSIDE FACE OF WALL LIMO ON SHEAR WALL SCE 2X BLOCKING WTH (3) 2' • NIXES WTH SCREEN A35 EXPOSED RAFTER TAIL TYP. GLITTER FASCIA PER ELEvATION. TYP. EXTERIOR WALL PRESSURE BLOCKING TINT 1 PER ELEvATION ISAIWJE BOARD PER EI..EvATION 2x4 BACKER FOR BARGE - NAIL TMRU SKIP SHEATHING uA1'4 Ibd • O.C. TYP. 2X4 OUTRIGGERS • 4' O.C. WITH .2)Q BETILEBs1 FOR TRIM PRESSURE BLOCKING 2X4 BRACING AT :4b' • b• -R',c f�rlCa'1 TP. TO ROCF SHEATHti*G INSTALL lW PRESSURE BLOCIK'P a DO MOT TOE NAIL TYPICAL ROOF CONSTRICTION TYP_ EXTERIOR WALL CONSTRUCTION RC/CF CZNSTRLC:" 1r 1 `R+r' PER E.EvATIONS • 15A166f - SEE ...EvAnoN .-'- �..c..�.ft -,..•. s.... E - .A~ 'LMT. 5►EAn4I N G •1''' -- i0 •Oc. - .10 • 2114OV• 4' OGii'`�+ BETIIIEEN cCIe tivaakApo I -ra- Fen R,% Imo ! A! CELNG ?a• ..EDGER • WC CEILING i.I E C^ EXMOOR SAL. t CNIIPM C"/OM% EIALL » NW% 6A1A.E L•.. to Zp03 SAVE DETAIL EAVE DETAIL :v 3/4W-Cr EAVE DETAIL e ro 12 OVERHANG PER PLAN 7 12 SEE ELEvATION SEE ELEV. BAFFEL - EXTEND 6' ABOVE BATT. INSUL. OR 12' ABOVE BLQLI INSUL. (TYP. 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