Loading...
10-102799R City of Federal Way Community Development Services P.O. Box 9718 Federal Way, WA 98063-9718 Ph: (253) 835-2607 Fax: (253) 835-2609 FILE Project Name: SHRAMOVYCH / RED CARPET FLOORING Project Address: 29841 23RD AVE S Building - Single flimfily Permit #: 10 -102799 -00 -SF Inspection Request Line: (253) 835-3050 Parcel Number: 76880 0206 Project Description: NEW - Construct a 2,748 sqft 2 -story, single-family residence with attached 641 sqft garage and 128 sqft deck, includes plumbing & mechanical. **4 bedrooms; Estimated selling price $220,000** Owner Applicant Contractor Lender RED CARPET FLOORING INC RUSLAN SHRAMOVYCH RED CARPET FLOORING INC RED CARPET FLOORING INC 29919 23RD AVE SW 29919 23RD AVE SW 29919 23RD AVE SW 29919 23RD AVE SW FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 FEDERAL WAY WA 98023 Census Category: 101 - New Single Family House Includes: #1 #2 #3 #4 Occupancy Class: R-3 U Construction Type: Type V- B Type V- B Occupancy Load: Occupancy #2 - Area (Sq. Feet).............................641 Floor Areas . ft. 2,876 641 0 0 New / Additional Sq. Feet - 1 st Floor....................1272 New`/`Additional Sq. Feet - 2nd Floor ................... 1418 New / Additional Sq. Feet - 3rd Floor....................0 Occupancy #I - Area (Sq. Feet) ............................. 2876 Occupancy #2 - Area (Sq. Feet).............................641 New / Additional Sq. Feet - Basement ....... ............ 0 Basic Plan?............................................................ No Occupancy #I - Construction Type ........................ Type V - B Occupancy #2 - Construction Type ........................Type V - B New / Additional Sq. Feet - Deck .......................... 128 New / Additional Sq. Feet - Garage .......................641 Mechanical to be Included? ................................... Yes Number of Bedrooms.............................................4 Total Number of Dwelling Units ........................... .1 Occupancy # 1 - Class.............................................R-3 Occupancy #2 - Class ............................................. U New / Additional Sq. Feet - Other .......................... 58 Plumbing to be Included? ....................................... Yes New / Additional Sq. Feet - Total .......................... 3517 Occupancy # 1 - Use ............................................... Residence (1 or 2 family) Occupancy #2 - Use ............................................... Private Garage Zoning Designation ................................................ RS 7.2 4 � W„k.. „.. r47'�f:£�?,ndds. ,,, M Air Conditioners - Stand Alone Un 1 Fans ................................................ 1 Fireplace Inserts............................. 1 Furnaces ......................................... 1 Gas Pipe Outlets............................. 2 wky.- tea.: ' ar er Bathtubs ......................................... 2 Dishwashers................................... 1 Laundry Washer Outlets................ 1 Lavatories ...................................... 5 Showers.......................................... 1 Sinks............................................... 2 Water Closets ................................. 3 Water Heaters................................. 1 Hose Bibbs..................................... 2 CONDITIONS: 1. Roof downspouts to direct connect to storm stub. 2. Tract "A" is reserved for a private storm drainage facility. The owners of lots 1 through 4, their heirs, successors and assigns shall have equal and undivided ownership and responsibility to ensure its maintenance as directed by City of Federal Way Public Works Department. 3. Tract "B" is reserved for storm drainage and vegetation. The owners of lots 1 through 4, their heirs, successors and assigns shall have equal and undivided ownership and responsibility to keep it vegetated with gross and clear of debris as directed by City of Federal Way Public Works Departnt. 4: Per recofded Ea`seme'nt for Water and Sewer Facilities (recording #20081030000), ne building, wall, ' fence, rockery, tree or structure of any kind shall ,erected,,planted, and no fill material shall be placed within said easement. No excavation shall be made within threq-feet of facilities and that the level of the ground surface within said easement shall be maiine,d at the elevation existing at the time the facilities were installed, except for temporary disturbances not affecting the facilities PERMIT EXPIRES Saturday, February 19, 2011 Permit Issued on Monday, August 23, 2010 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent:%.ZQDate: 3 City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the International Building Code certifying that at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building construction or use. This certificate is valid ONLY when endorsed by City staff. Tenant Name: SHRAMOVYCH / RED CARPET FLOORING Permit #: 10 -102799 -00 -SF Address: 29841 23RD AVE S Includes: #1 92 #3 #4 Occupancy Class: R-3 U Construction Type: Type V- B Type V- B Occupancy Load: Floor Area (sq. ft.) 1 2,876 1 641 1 0 1 0 Owner Name: RED CARPET FLOORING INC Owner Address: 29919 23RD AVE SW FEDERAL WAY WA 98023 Building Official Date The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which experience has shown most severly affect the health and safety of the general public. Although the City has made as complete a review and inspection as is reasonably possible (within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner / occupant or to any other person that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which itis situated. Such compliance is the responsibility of the owner and / or occupant of the premises. 11 OL1 C 47Y OF '�& Federal Way THIS CARD IS TO REMAIN ON-SITE. Construction Inspection Record . INSPECTION REQUESTS: (253) 835-3050 PERMIT #: 10 -102799 -00 -SF Address: 29841 23RD AVE S Owner: RED CARPET FLOORING INC FEDERAL WAY, WA 98003 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right, top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. E] SWM Precon Site Mtg (4400) E] Drainage/Downspout (4040) Initial Erosion Control (4365) Plumbing Groundwork (4190) Footings/Setback (4110) Approved to place concrete Approved By To be done prior to breaking ground By Approved to place concrete By Date By Date By C Date S�etf— Foundation Wall (4115) E] Drainage/Downspout (4040) E] Plumbing Groundwork (4190) Right of Way Approved to place concrete Approved to backfill By Approved to cover By C , Date 4 _ q ^, By Date % ZA4o By Date Slab/Concrete Floor (4255) Underfloor Framing (4285) ❑ Floor Sheathing (4105) Approved to place concrete Approved to sheath floorApproved to install flooring By Date By Date By Date 11 • 2 �� Shear Walls (4245) Roof Sheathing (4220) E] Rough Plumbing (4230) Approved to install siding Approved to install roofing Approved By , Date By �C �j Date /v _ 5, / 0 By C Date y Mechanical Rough -in (4165) Gas Piping (4125) Fire/Draft Stops (4095) Approved Approved to release test Approved By Date _ By Date __G.^ +� By Date Interim Erosion Control (4370) Prior to scheduling a Framing inspection; F i ramn g (4120 ) Approved Electrical, Plumbing & Mechanical Rough -in and Approved to insulate B By Date %/ /► C. //� �`' �L Fire/Draft Stop inspections must be signed -off and approved. IBC 109.3.4 B Y Date Insulation (4150) 0 Gypsum Wallboard Nailing (4130) E] Final Erosion Control (4375) proved to install wallboard Approved to install mud & tape Approved B Date// By Date `i Z By Date Final - Mechanical (4065) 0 Final - Plumbing (4075) E] Final - Building (4050) Approved Approved Approved By Date By 1 Date q _ 10_1 L By Date S�etf— Rough Electrical Approved Final Electrical Approved 1:1Approved Right of Way By Date By Date By Date _ Building Division - CITY OF 33325 Eighth Avenue South Federal WayPO Box 9718 Federal Way, WA 98063-9718 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: z 3wo 4.� S• PERMIT#: I D - /QZ 7 9"2 1'*)I W 4 rj� LA e— 0.41 -r -o ��-_4­0 1 i ._i _ •0 o IF YOU HAVE ANY QUESTIONS CA(253) 835-�z WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page J— of Building Diviskon CITY OF 33325 Eighth Avenue South' Federal WayPO Box 9718 Federal Way, WA 98063-9718 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: r0 &C PERMIT#: � IV -'ql IF YOU HAVE ANY QUESTIONS CALL pm Ile A 01el teel (253) 835- 31 WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. 12,11 p DA INSPECTOR DO NOT REMOVE THIS NOTICE Page of Federal Way Building Division 33325 Eighth Avenue South Federal Way, WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: 0- PERMIT#:1O —/O z 71�- S/= Z. � �s17e // " 9�r 4� 141 kir s e-A� (nfL` PSV � IF YOU HAVE QUESTIONS C 4- l (253) 83542-;% WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE DO NOT REMOVE THIS NOTICE Page of Scott Sproul From: Kevin Peterson Sent: Monday, July 11, 2011 11:59 AM To: Scott Sproul Cc: Fernando Fernandez; Charles Wilson; Joseph Szpek; Bill McCollum Subject: Permit 10 -102799 -SF - Shramovych Scott, Prior to Final sign -off on this permit, they need to replace the 2 cracked panels of their driveway approach. Thanks Kevin Building Division CITY OF 33325 Eighth Avenue South Federal WayPO Box 9718 Federal Way, WA 98063-9718 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: Z-,5*014V-0 s. PERMIT#: /o'1"Z" —6"C /Rc /fToZ. 3. f f.4���/S� P�;e Tsteedr g een' '- ejnik���ie awlif/te CE.at�l IF YOU HAVE ANY QUESTIONS CALL X4'�01 (253) 835- 2 e° 3 5;c WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of t or/ LOUWS TRUSS INCORPORATED Louws Truss Inc. 1431 Sunset Ave. Ferndale, Wa. 98248 Re: J10-1542 00 The truss drawing(s) referenced below have been prepared at Louws Truss, Inc., under my direct supervision. Pages or sheets covered by this seal: I4502107 thruI4502110 Y" , 233&1 f SAI. October 7,20 10 David Molter The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. .A Job Truss Truss Type Qty Ply 0 0 J10-1542 H10 CAL. DUA rCH 1 1 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.55 11-12 >861 180 Job Reference (optional) Louws Truss, Inc., Femdale, WA 98248 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Oct 07 13:58:26 2010 Page 1 03 V13 1-6-6 6-10-14 6-7-8 0- - 5 6-9-7 7-1-7 6-10-9 0- -13 4-8-15 5x6 5x6 — 3x4 = c a 6x6 = 7.00 L12 Scale = 1:69.6 . ,y, — -, 1 , 5x8 — 5x8 — I Prefabricated frame, see note 7 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.54 Vert(LL) -0.22 11-12 >999 240 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.55 11-12 >861 180 BCLL 0.0 Rep Stress Incr YES " 0.61 Horz(TL) 0.12 9 n/a n/a BCDL 8.0 Code IRC2006lrP12002 *Aloft) Weight: 183 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E *Except* TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except 4-5,7-8: 2 X 4 SPF No.2 end verticals, and 2-0-0 oc purlins (3-6-8 max.): 4-7. BOT CHORD 2 X 4 DF 240OF 2.0E *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-12: 2 X 4 SPF 1650F 1.5E 6-0-0 oc bracing: 9-10. WEBS 2 X 4 SPF No.2 *Except* WEBS 1 Brace at midpt 5-12,6-10 3-13,4-12,7-10,8-9,8-10: 2 X 4 DF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS (Ib/size) 2=1685/0-5-8 (min. 0-2-10),9=1567/Mechanical Max Horz 2=204(LC 4) Max Uplift 2=-163(LC 5), 9=-126(LC 4) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2964/267, 3-4=2413/291,4-5=20981283, 5-6=-2189/291, 6-7=-992/114, 7-8=1191/114, 8-9=1550/131 BOT CHORD 2-13=-383/2544, 12-13=-383/2544, 12-14=-411/2323, 14-15=-411/2323, 11-15=-411/2323, 11-16=-350/1957,16-17=-350/1957,10-17=-350/1957 WEBS 3-12=-526/127, 4-12=0/598, 5-12=-485/133, 5-11=298/127, 6-11=-3/504, 6-10=-13521270,7-10=0/276,8-10=-180/1313 JOINT STRESS INDEX 2=0.89,3=0.48,4=0.65,5=0.77,6=0.62, 7=0.82,8=0.84, 9=0.50, 10=0.56, 11 =0.68, 12=0.76 and 13=0.38 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Design assumes 3 1/2" wide purlins connected with 2-10d nails. The purlins also require diagonal or "X" bracing. Bracing design is the responsibility of the building designer. 7) This truss needs to have a vaulted ceiling where indicated. Modify the truss by adding a prefabricated frame to one side of the truss. Attach the frame top chord with 10d nails spaced 2" on center (staggered). Attach the bottom chords with USP's WS3 screws spaced 4" on center, staggered. Attach other overlapping members with (3)-10d nails. After the frame is properly connected, the bottom chord and webs maybe cutaway where they extend below the prefab frame. See sheet "H10-FRM" for construction details of the prefabricated frame. LOAD CASE(S) Standard October 7,2010 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED REFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the O nWWS1 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component TRU 513 Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. 1"URFOAAM Job Truss Truss Type Qty Ply 0 0 J10-1542 H10-FRM CAL. DU TCH 1 1 11:2e-1614 2-5-10 6- 2 3-9-4 -12 1-3-14 3 Job Reference (optional) Louws Truss, Inc., Femdale, WA 98248 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Oct 07 14:02:25 2010 Page 1 1310-5 -IEE 610-14 13-4-10 1 IEE 610-14 65-12 0- - 2 0 3-15 6x8 % Scale = 1:39.9 3 4 4x10 3.00 112 6 5 6x6 11:2e-1614 2-5-10 6- 2 3-9-4 -12 1-3-14 3 53-7 Plate Offsets (X Y): 11:0-2-13 Edael [3:0-3-4.0-3-01, [6:0-2-7.0-0-71 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.00 Vert(LL) -0.00 1-7 >999 240 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.00 1-7 >641 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(TL) 0.00 5 n/a n/a BCDL 8.0 Code IRC2006/TPI2002 (Matrix) Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-7: 2 X 4 DF 240OF 2.0E MiTek recommends that Stabilizers and required cross bracing WEBS 2 X 4 DF Stud be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) This design is intended to be used to repair truss H10 to create a vaulted ceiling. See sheet "H10" for application instructions. October 7,2010 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED REFERENCE PAGE Mll-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shovm, and is for an individual building component. Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual Web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the 0 \ A DIY erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding SII fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component T R U 93 8 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. MCOKFORATH Job Truss Truss Type Qty Ply 00 J10-1542 H11 CAL. DUAL PITCH 1 1 WB 0.54 BCDL 8.0 Code IRC2006/TPI2002 (Matrix) LUMBER Job Reference (optional) Louws Truss, Inc., Femdale, WA 98248 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Oct 07 14:13:49 2010 Page 1 15-1 1 3 - -1 9-7- 1 8-0-14 7-9-8 5-5-3 0- -13 6--15 -- 3 Scale = 1:69.4 5x6 3x4 = 3x4 = 6x6 = 7.00 12 vaunea cenmg, see note a Prefabricated frame - see note 9 8-0-14 15-10- 244-8 32-10-9 39-7-8 8-0-14 7-9-8 8--2 8--1 6-8-15 Plate Offsets (X Y) 12:0-10-4.0-0-141, [7:0-3-0.0-1-151 LOADING (psf) SPACING 2-0-0 CSI TCLL 25.0 Plates Increase 1.15 TC 0.76 TCDL 7.0 Lumber Increase 1.15 BC 0.83 BCLL 0.0 Rep Stress Incr YES WB 0.54 BCDL 8.0 Code IRC2006/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E *Except* Structural wood sheathing directly applied or 2-11-11 oc purlins, 7-8: 2 X 4 SPF No.2 except end verticals, and 2-0-0 oc purlins (4-6-1 max.): 4-7. BOT CHORD 2 X 4 SPF 1650F 1.5E Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2 *Except* 1 Brace at midpt 3-13, 5-13, 5-11, 6-10, 8-9 3-14,8-9: 2 X 4 DF Stud MiTek recommends that Stabilizers and required cross bracing REACTIONS (Ib/size) 2=1813/0-5-8 (min. 0-2-14),9=1772/Mechanical Max Hoa 2=230(LC 4) Max Uplift 2=-173(LC 5), 9=-68(LC 6) DEFL in floc) I/defl Ud PLATES GRIP Vert(LL) -0.32 11-13 >999 240 MT20 197/144 Vert(TL) -0.54 11-13 >874 180 MT18H 197/144 Horz(TL) 0.14 9 n/a n/a Weight: 183 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-1 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Brace at midpt 3-13, 5-13, 5-11, 6-10, 8-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3204/205, 34=2521/226, 4-5=2170/226, 5-6=-2197/211, 6-7=1308/126, 7-8=1600/106.8-9=1734/93 BOT CHORD 2-14=342/2749, 13-14=-342/2749, 13-15=-311/2273, 12-15=-311/2273, 12-16=311/2273, 11 -16=-311/2273,11-17=-267/1987,17-18=-267/1987,10-18=-267/1987 WEBS 3-14=0/299, 3-13=-674/151, 4-13=0/644, 5-13=-394/110, 6-11=-20/636, 6-10=-1222/214, 7-10=-15/451. 8-10=154/1476 JOINT STRESS INDEX 2=0.96,3=0.48,4=0.67,5=0.55,6=0.66,7=0.84,8=0.86,9=0.86,10=0.75,11=0.66,12=0.73,13=0.65 and 14=0.38 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 8.Opsf. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Design assumes 3 1/2" wide purlins connected with 2-10d nails. The purlins also require diagonal or "X" bracing. Bracing design is the responsibility of the building designer. 9) This truss needs to have a vaulted ceiling where indicated. Modify the truss by adding a prefabricated frame to one side of the truss. Attach the frame top chord with 1 Od nails spaced 2" on center (staggered). Attach the bottom chords with USP's WS3 screws spaced 4" on center, staggered. Attach other overlapping members with (3)-10d nails. After the frame is properly connected, the bottom chord and webs maybe cutaway where they extend below the prefab frame. See sheet "H11-FRM" for construction details of the Coritlnuednlin pageatne. October 7,2010 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shovm is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Q A Y�/ f L+ erector. Additional permanent brocing of the overall structure is the responsibility of the building designer. For general guidance regarding e7 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Qualify CrIteda, DSB-89 and BCSII Building Component TRU 1313 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. €€ ZORPURATH Job Truss Truss Type Qty Ply 00 J10-1542 H11 CAL. DUAL PITCH 1 1 Job Reference (optional) Louws Truss, Inc., Ferndale, WA 98248 LOAD CASE(S) Standard 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Oct 07 14:13:49 2010 Page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED REFERENCE PAGE Mil -7473 BEFORE USE. Design valid for use only With MiTek connectors. This design is based only upon parameters shown, and is for on individual building component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the O l A Y�// _ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component TRUSS Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. €& IJKFURATU Job Truss Truss Type Qty Ply0 0 J10-1542 H11-FRM CAL. DUAL PITCH 1 1 5x12 B-0-14 Job Reference (optional) Louws Truss, Inc., Femdale, WA 98248 8-0-14 8-0-14 7.220 s Feb 16 2010 MiTek Industries, Inc. Thu Oct 07 14:15:54 2010 Page 1 5-10-6 18-2,5 21-0-7 7-9-8 0-3-15 54-2 3/8..=1' NOTES 1) This design is intended to be used to repair truss H11 to create a vaulted ceiling. See sheet "H11" for application instructions. October 7,2010 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MOek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shovm is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the 0 Y Y A / �+ e7 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding JI fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criterla, DSB-89 and BCSII Melling Component TRU 93 B Solety InlormaBon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. IA' GNFOAkff€ 3.00 112 3x4 = 4x10 % 5 4 5x12 B-0-14 8- 15-1 D-6 15- -13 20-M 6-0-14 0- -10 7-7-14 0- -7 4-0-3 Plate Offsets (X Y): 11:0-2-13 Edael [5:0-0-0.0-1-121,15:0-3-10.0-2-121, f6:0-4-0.0-0-01 LOADING (pso SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.00 Vert(LL) -0.00 1-6 >999 240 MT20 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.00 1-6 >478 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 8.0 Code IRC20061TP12002 (Matrix) Weight: 55 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF 240OF 2.OE *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-5: 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 DF Stud `Except` 2-5: 2 X 4 SPF No.2 NOTES 1) This design is intended to be used to repair truss H11 to create a vaulted ceiling. See sheet "H11" for application instructions. October 7,2010 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MOek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shovm is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the 0 Y Y A / �+ e7 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding JI fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criterla, DSB-89 and BCSII Melling Component TRU 93 B Solety InlormaBon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. IA' GNFOAkff€ Symbols Numbering System General Safety Note PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y Failure to Follow Could Cause Property ° offsets are indicated. Dimensions are in ft -in -sixteenths. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Damage or Personal Injury 9 1 rY Apply plates to both sides of truss and fully embed teeth. 1. Additional stability bracing for truss system, e.g. diagonal or x -bracing, is always required. See BCSI1. O 1/T Q, 2. Truss bracing must be designed by an engineer. For 1 2 3 TOP CHORDS Cl -2 C2-3 wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. WEBS C' 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O �� 3 ��� 3 off Os 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate U ab designer, erection supervisor, property owner and plates 0- 'Ab" from outside a- v U all other interested parties. edge of truss. p C7-8 C6-7 C5-6 0 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from Plate location details available in Mitek 20/20 the environment in accord with ANSI/TPI 1. software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular erendicular CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber is a non-structural consideration and is the truss 4 x 4 to slots. Second dimension is responsibility of fabricator. General practice is to camber for dead load deflection. the length parallel to slots. 11. Place type, size, orientation and location dimensions WEB BRACE REQUIRED PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC -ES Reports: 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or in all respects, equal to or better than that specified. by text in the bracing section of the ESR -131 1, ESR -1352, ER -5243, 9604B, 9730, 95-43, 96-31, 9667A output. Use T, I or lateral and NER-487, NER-561 13. Top chords must be sheathed or purlins provided at spacing indicated on design. diagonal bracing per BCSI-B3. 95110, 84-32, 96-67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but 16. Do not cut or alter truss member or plate without prior © 2006 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1 : National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. L O V W S and pictures( before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI1: Building Component Safety Information, TRUSS 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, IPIAIIRRRRATEII ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. A C..,,, Federal Way f,OMM�eW ITV NTSERVICES • FAX 15,:� citir.;;cilaral�{uv.nm! 7-f 01 RRM IT 9 CO ME PL DE EN FP APRICATION (* 21841 Z3r8 Ave s ;�- %D: Bulletin #100 — April 14, 2010 Page 1 of 3 k:\Handouts\Permit Application ,I Cry SUITE/UNIT # AF PROJECT VALUATION ZONING ASSESSOR'S T/PARCEL # �F•+/ TYPE OF PERMIT D BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING: r, �•^*- ^^- _. _ - NAME OF PROJECT Tenant Name/Homeowner Last Name) PROJECT DESCRIPTION Detailed description of work to cam^ be included on this permit only IN / /`/ v0is /h_ / 'IwD PROPERTY OWNER N PRIMARY PHONE / C %{ ��1,b UL S : l MAILING ADDRESS-� .} - _MAIL NAME - PHONE MAILING ADD E-MAIL / CONTRACTOR CITY U FAX WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE # NAME+ ` PHONE C WS -3 APPLICANT MAI- NG ADDRESS p�. _ .. ���: l� E-MAIL " t kx Ij�r C� t '. CITY STATE 77 L� '%`j� J (� I : (( 1 PROJECT CONTACT individual NAS (The to receive and MAIIPG ADDRESS � �a— r-agAzL respond to all correspondence concerning this application) L~ ��V ! J - �r� 6 CITY - STATE ZIP F i 1) ALTERNATE CONTACT,�N • - �'� iir1s � �'� PHONED. E-MAIL PROJECT FINANCING NAME OWNER -FINANCED Required va4be of $5, 000 or more MAILING ADDRESS, CITY, STATE, ZU, PHONE (R(W 19.27095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim (including costs, expenses, and attorneys' fees incurred in the investigation and defense of such claim), which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as apart of this application. SIGNATURE: DATE PRINT NAME - Bulletin #100 — April 14, 2010 Page 1 of 3 k:\Handouts\Permit Application ,I Cry 0 0, 4ft 'a a T)� VALUE OF MECHANICAL WOR L C ' �v (a copy of bid or estimate must be provided) Indicate how many of each type of fixture to be installed or reioeated as part of this project. Do not include existing fixtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (comme.cg, BOILERS FURNACES NOT WATER TANKS (oec) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. BATHTUBS (or Tub/sbom combo) LAVS (H—dSmks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS (%itchen/utility) WATER HEATERS (ml .uio) HOSE BIBBS SUMPS —L WASHING MACHINES CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS EXISTINGIPREVIOUS USE LOT SIZE (In Squaw Feet) EMSTING FIRE SPRINKLER SYSTEM? ❑ Yes No PROPOSED FIRE SUPPRESSION SYSTEM? ❑ Yes y6 No AREA DESCRIPTION Area T Occupancy Groups) Construction I # of I Addition'7a Information In Square Feet Type Stories ADDITION Areat ___ - Construction # of s AREA DESCRIPTION Occupancy GroupType Stories) Additional Information in Square Fee TENANT AREA ONLY Bulletin #100 -April 14, 2010 Page 2 of 3 k:\Handouts\Permit Application I BS.�,.L-------- --- jTHER-E ARE 1 DRI L�JAYI NO TREES � ON THIS AR,,AE� � LOT Q01 PLAN 2C qO T.o.s./ 2�- _ AT MAIN i=1=M z LINE OF- sTrzucTurzE LINE QP z 1410"� eoo o. B.!:-�.E3.L�� 4�� — \ - n `> SM tTt 1 LOT SMT. LOT AREA- ��g� ,-to /1NAIN FLOOR 12T2:,5F SRO X41 l J ENTRY SF 012 S 10- 18 75 —E:F==1 Sg � L DRiVEAAY 1 1-72 SE &2 sF LOT —2 e 17r= LAN RESUBaITTED SEE GENEPAL NOTES SGALE: I" = 10'-O" AUG 1 p 2010 � TOTAL ��355 SF _ E359- � ow ocgq CITYOF FEDERAL WAY Lnq .:p UILDING DEPT. per d wKed M S EST c I_