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2012, 10-22 Permit App: BLD-2012-1883 Pole Bldg ' immunity Development Department (Staff Use Only) Permit Center ' _, 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: Spokane Spokane(50 ) ley,WA 99206 Tel: (509) 688-0036 PERMIT FEE: ..-,/ J, / Valle Fax: (509) 688-0037 ""�` permitcenter@sookanevallev.ora ► / ', RESIDENTIAL CONSTRUCTION PERMIT APPLICATION 1 +, & 2 0 NEW CONSTRUCTION ❑ ADDITION/REMODEL V ACCESSORY BUILDING Er DECK ❑ OTHER 'v' I `_:ELM SITE ADDRESS: / Z- 0 (4, �� 7o/(2 771 '-2 ASSESSORS PARCEL NO.: '/5Q33,L23D� LEGAL DESjCrw-1 f : ... .0 !., BUILDING OWNERS NAME: NAME: /�/10 l ADDRESS: / Z- 0 6 6J //� ,q CITY: s/c)%.�_ 4.,1/7,-(07 STATE: ✓ ZIP: 9 q 2/ 0 PHONE: -7 / ii y 3 7 7 FAX: CELL: CONTACT NAME: 'J_l--0/L /)(A(?ic'l 5 . PHONE: 5 ( L/ _ L1,3 7 i FAX: CELL: CONTRACTOR NAME: 6 w:'" MAILING ADDRESS: / Z 3 C.)6 CITY: STATE: ZIP: PHONE: FAX: CELL: CONTRACTOR LICENSE NO.: EXPIRES: CITY BUSINESS LICENSE NO.: . DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: " Dimensions: No. of Stories: Total Habitable S 0. -)(3 . 1 Space: 0 Main Floor SQ FT: T'�, Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ CJ �..FT: - Y FT: Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on 0 S FT: Area: ---- Property: --( ;_..,. No. of Bedrooms: -6)-- Construction Type: ?cD/oc Heat Source: Sewer r Septic: TOTAL COST OF PROJECT: $i":3 VOL) DISCLAIMER The permitted verifies,acknowledges and agrees by their signature that: 1) if this permit is for construction or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Deve o.ment code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley per it s not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be rl q ired to be submitted and subsequently approved before this application can be processed. Signatur � 2 Date: /0 z Z- ---1 - ( Z. Updated 1 ,-J..1) Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit__Residential_11-11-11.doc e RESIDENTIAL C -ICK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. ilSITE PLAN o Property lines and dimensions ,A-Setbacks to property lines o Direction arrow pointing North and orientation to streets o Distance between buildings o Proposed/existing buildings (footprint and dimensions) ❑ Right of way/easement location &sizes o Utilities, septic tank/drain field locations and distances o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) ❑ Elevations (Front/Rear/Sides)with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace, basement or slab on grade): o Footing sizes and locations ❑ Supporting wood cripple walls or beams o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting o Crawlspace ventilation beams or girder trusses ❑ Floor Plan of each level (finished or unfinished)with dimensions: o Floor Joist direction, size and spacing o Window and door location and sizes o Header, beam or concrete lintel sizes ❑Window well locations if applicable o Brace wall panel locations ❑ Room usage labels o Water heater and furnace locations o Smoke detector locations o Exhaust fan locations ❑Attic and crawl space access locations 7 o Deck or concrete patio sizes and locations ❑ Fire Wall construction ❑ Roof Plan: 56 o Engineered truss direction and spacing ❑ Ridge, eave and valley lines o Rafter and over frame direction, size and spacing o Beam and girder size and locan z� ❑ Wall Section Detail including: 0 Roof o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size, spacing&connection o Sheathing size and type ❑Attic insulation/air space baffle/ventilation Ceiling o Joist size and spacing o Size of ceiling gypsum wall board Wall o Height/top plate/stud size and spacing/sole plate o Siding/exterior house wrap/anchor bolts o Exterior sheathing size and type ❑ Insulation, vapor barrier, gypsum wall board Floor o Joist size and spacing ❑ Sheathing or concrete floor size/insulation Foundation Wall o Concrete or Masonry unit width o Footing bottom to finished ground level depth o Earth to wood separation distance o Horizontal&vertical reinforcement if any Footing o Size ❑ Reinforcement if any Radon o Passive system with 6mil vapor barrier ❑Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/side view/dimensions ❑ Footings/post/and beam size and locations o Floor Joist/decking direction, size and spacing 0 Stairway tread rise&run and nosing 0 Handrail/Guard height&spacing S 3 ...., 1 s o 2 ia / '.I- -‘r(1/11 1,\*(v:°' I v4 o N il cA 3`. y r 3G T r- � I\ c., (I) y T ';� .�` °f— ,6& / / Project # 6101' 1 Z " 100 I Z 3 0 (' voct ca \ 14 .QED pial RECEIVED , QCT 222012 ,w i\ . P \ CSV PERMIT CENTER ' Gp Vt \ , SUB # r- I i REv. # i M J v1,, Residential Driveway Spokane PAVING WAIVER w.•••• V \Talley Community Development— Planning Division 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720.5026 ♦ Fax: 509.688.0037♦ planning@sookanevallev.org Spokane Valley Municipal Code(SVMC)Section 19.40.020.B; "All residential driveway and off-street parking areas shall be paved with asphalt,Portland cement,grasscrete,paver blocks or other equivalent hard surface material". A paving waiver can only be granted if the structure you are proposing is not going to require a driveway for daily use. PART I — OWNER INFORMATION OWNER NAME: (J/a.,04 H )'q,2(.V ..S PARCEL#: /5-0`�3 U 3 os ADDRESS: j C,- 3 G CITY: S�C)GL tQ ✓vr L(1 L STATE: U-14 ZIP: cr / Z)A PHONE: 7/ V y3 FAX: CELL: 7/(/ (/-3 )--7-- EMAIL: PART II —DETAILS OF PAVING WAIVER 1. Do you have an existing garage for parking daily use vehicles? OYES ❑ NO 2. Is the proposed detached structure used for storage only?EYES ❑ NO 3. Do you plan on using the detached structure to park vehicles? ❑ YES 'NO If yes, then what type of vehicles? 4. Do you plan to conduct a business from proposed detached structure? 1r'ESNO If so, what is the nature of your business? D t y S)w.'-c PART III —AUTHORIZATION I,(PRINT NAME) (S J ' owner, hereby confirm that the information provided on this form is true and correct. I acknowledge that any change in the foregoing conditions, could require the 'ty to impose paving requirements. I further agree to report any change in these conditions to the S�l'• ane Valley Community Development Department, Planning Division, within 30 days. 0 T�% (O-2 a -- / Z ignature Date PART IV— DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER ON BEHALF OF THE COMMUNITY DEVELOPMENT DIRECTOR AND FIND THE REQUEST IS GRANTED AT /2f73 06 fO riles n(-I. Air, , SAID ADDRESS FOR PERMIT#: . Plann�-t e l' it- A9/2, // ing Division Staff Signature Date Created 6/27/11 Page 1 of 1 Target Date sheet For City Use Only S4iökane rojecProject Address Valley®v 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720-5240♦ Fax: 509.688.0037♦ permitcenter®spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application,we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date,we will contact you with a revised target date. .2 ' ? —4.--Your application review TARGET DATE is / -' 1 ' i The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review > Submit complete,accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. D Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. D Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date.Staff may contact you before the target date if the initial review is complete.By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2.Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete,your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3.Technical Compliance.Once an application is administratively complete,it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax,email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals,each reviewer will approve their section of the application and route it to the Permit Center.When all sections of the application are received,a Permit Specialist will process the application and contact the person specified on your application for permit pick-up.Information regarding fees and pre-construction meetings(if required)will be provided by the Permit Specialist at that time. CD-003 V-7/06-21-11 Page 1 of I WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com October 22,2012 Mr. Jim Harms J &D CONSTRUCTION P. O. Box 426 Otis Orchards,WA 99027 SUBJECT: 28'X 36'X 13' POST FRAME BUILDING WITH RAISED TRUSS FOR SPOKANE COUNTY,WA Dear Jim: This post frame building has been sold and will be erected according to the standard post frame building plans prepared for J & D Construction. Load requirements are 30 PSF live load, 85 MPH wind speed, Exposure B, Seismic Design Category C, 2,000 PSF allowable soil bearing pressure and IBC 2009. The post spacing is 10' o. c. and the roof has a 4:12 pitch.The building has trusses raised 4'0"for inside clearance. I checked the design of this building using the diaphragm design criteria used in the design of the standard post frame building plans. The front endwall has a 12'x 9'overhead door. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The rear endwall has no openings. There is sufficient steel sheeting on this endwall to transfer lateral loads on the sidewall and roof to the base of the building. The left sidewall has no openings. The right sidewall has a 3' pass door. Sidewall openings do not affect the lateral load resistance of the building. You may use the standard 30 PSF live load post frame building plans to erect this building. Please feel free to contact me if you have any additional questions about the design of this building. Sincerely, Pick 6,, k_ wA44, Itt4hot - OF Daniel Wambeke, P. E. .f4, r *A Enclosure `2Zr - Q. `� ((/- • L ICI ) �v11 -o -33 DW:dw • `�,� ,9 18067 (p 2 ass ONAk- Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems ,. ...- --li 1 1/3 7) fe:/i 4:%.,: ;; i.5„,-;/).0 7„c,,,,:::..?c, kJ-,-1-.S _ j ..--(',i. „;',,,,-!..1 2/-1-1•0,5 :2,' ' ,-,NI-A-( 1.:-.7c-jr-(1..5 1 1?c, ,a 1„, ,• -. I,.. „e' --I. ..” . ,• . ,A , 0 , 1 I 1_,” H ID IL/ `i-c; 1 • , . . , 1 I1(- ' cai 1 '7 1 . l 1 'e _...................__.: . . ___.......,................................. .........................................._— - -- -- - - „ ............. _ f. ,..... . --- / , . • . . . . , . ,.. 1./..- , . „ i Pe' , • , , 1- l' I . 1 , k. wAiii& I A Siy/„ ‘Z” ,<0 111 ^ l-.'.-. ,4:'• -4 A . . . 1.7,............_ . _.... ,.. ,.,•,, . , , L -13 Joe /, 0 i 8067 (c/0 A.• ,9r. <<\.c, 4---G I SI t•C‘eA..\,(/ 10NM-`' Sl 8', 10' OR 12' POST SPACING 8', 10' OR 12' POST SPACING 110 0 0 jj-0 —0 ® II kilo —® 0 ii' —® 1,1 c . 1 0 —ID ® IT I _ i CD i Sri m s9 S - - I\ ® i �-�' W AMB ., it t-. itri .�e 4ki Z � U 18O67 * WALL SECTION WALL FRAMING PLANA• i �isTEP��C- /OW- SPECIFICATION NOTES FOR COMMERCIAL WALL FRAMING NOTES: METAL ROOFING OVER METAL BUILDING INSULATION 4' THICK CONCRETE SLAB. 1. BUILDING SPECIFICATIONS ON BASIC POST FRAME S1 $9 BUILDING PLANS APPLY TO THIS ADDENDUM. CONCRETE POST FOOTING 2. 2' X 8' GIRTS MAY BE SUBSTITUTED FOR 2' X 6' GIRTS S© 2' X 6' OR 2' X 8' PURLINS 8 24' O.C. ® TO OBTAIN THE DESIRED WALL THICKNESS, BUT ARE NOT PRESSURE TREATED POST REQUIRED FOR STRUCTURAL INTEGRITY. S3 MANUFACTURED TRUSSES ® 2' X 6' OR 2' X 8' STAGGERED BLOCKING 8 MIDSPAN S4 2' X 6' OR 2' X 8' BLOCKING BETWEEN GIRTS. OF GIRTS. END NAIL TO GIRTS W/ (2) 16d NAILS. ® 2 X 6 OR 2 X 8 WINDOW SILL NAIL BLOCKING TO POSTS W/ (6) 16d NAILS. S© 2' X 6' OR 2' X 8' GIRTS 2 24' O.C. TOENAIL TO ® 2 X 6 OR 2 X 8 BLOCKING BELOW EACH SIDE OF WINDOW POSTS AND BLOCKING W/ (3) 16d NAILS. ® 2 X 6 CEILING JOISTS - INSTALL WITH JOIST HANGERS - OPTIONAL m METAL SIDING. WAMBEKE ENGINE SING Daniel Wanbeke, P. E. .`11"moi` 4.0 PRESSURE TREATED 2' X 6' OR 2' X 8' BASE GIRT Ts.10.44ptpK row 31111-4 46-1.211/•-,w wrwwwwr,ce, 0 PRESSURE TREATED 2' X 4' BASE GIRT. COMMERCIAL WALL FRAMING ADDENDUM TO STANDARD POST FRAME BUILDING PLANS J & D CONSTRUCTION OTIS ORCHARDS WASHINGTON BRAWN tT MTC BRAV NW .M/,00w 4V. 2005 sum. N.T.S. low.'TK 1 • Job - - Truss Truss Type Qty Ply QUOTES ZAG GABLE 1 1 Job Reference(optional) PRO-BUILD,SPOKANE,WA.,PRO-BUILD 7.250 s Apr 21 2011 MiTek Industries,Inc. Thu Oct 11 08:4856 2012 Page 1 ID:SXjRi42CRtaWiicmc78M341yUW4o-s_AaN12GBndwl4q_pNGvK7h4pPO4SIXkpZobdSyUW L 0-0-0 7-7-14 14-0-0 20-4-2 28-0-0 7-7-14 6-4-2 , 6-4-2 7-7-14 , ' Scale=1:44.5 5x12= it 3 4.00 rli 13 3x4� 3x4/i 3x4= 2 15 16 4 3x4= N d `v. ui 75 8 7 6 5x16= 5x16= 8x8= 6x14= 8x8= 0-5-8(0-3-11) 0-54(0-3-11) 9-9-4 18-2-12 28-0-0 0-0-0 9-9-4 8-5-8 9-9-4 , Plate Offsets(X,Y):11:0-8-2,0-2-81,13:0-0-0,0-2-41,15:0-8-2,0-2-81,16:0-3-0,0-4-01,18:0-3-0,0-4-01 LOADING(psf) SPACING 6-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.92 Vert(LL) -0.33 6-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.78 Vert(TL) -0.59 1-8 >558 180 TCDL 7.0 Rep Stress Incr NO WB 0.48 - Horz(TL) 0.17 5 n/a n/a BCLL 0.0' Code IRC2009/TP12007 (Matrix) Weight:168 lb FT=20% BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 6 DF 2400E 2.0E TOP CHORD 2-0-0 oc purlins(2-2-14 max.) BOT CHORD 2 X 6 DF 2400F 2.0E (Switched from sheeted:Spacing>2-0-0). WEBS 2 X 4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bradng. W2,W3:2 X 4 DF No.2 JOINTS 1 Brace at Jt(s):3 OTHERS 2 X 4 DF Stud/Std REACTIONS (lb/size) 1=3718/0-5-8 (min.0-3-11),5=3718/0-5-8 (min.0-3-11) Max Horz1=111(LC 8) Max Uplift1=81(LC 5),5=-81(LC 6) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-8794/254,2-15=-7657/123,3-15=-7613/175,3-16=-7613/176,4-16=-7657/124,4-5=-8794/255 BOT CHORD 1-8=-206/8075,7-8=0/5584,6-7=0/5584,5-6=-129/8075 WEBS 2-8=-1854/335,3-8=012499,3-6=0/2499,4-6=-1854/336 JOINT STRESS INDEX 1=0.85,2=0.49,3=0.81,4=0.49,5=0.85,6=0.73,7=0.90,8=0.73,9=0.37,9=0.37,10=0.18,11=0.37,11=0.37,12=0.37,12=0.37,13=0.18,14=0.37 and 14=0.37 NOTES 1) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)The solid section of the plate is required to be placed over the splice line at joint(s)7. 6)Plate(s)at joint(s)7 checked for a plus or minus 1 degree rotation about its center. 7)Horizontal gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'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. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 81 lb uplift at joint 1 and 81 lb uplift at joint 5. 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/I-PI 1. LOAD CASE(S)Standard • Job yTruss Truss Type Qty Ply JOBS ATTIC 1 1 Job Reference(optional) PRO-BUILD,SPOKANE,WA,PRO-BUILD 7.250 s Apr 21 2011 MiTek Industries,Inc. Thu Oct 11 08:45:07 2012 Page 1 I D:SXjRi42C Rta Wcmc78M 341 yU W4o-3xr?J?Hd6QmPmtgzung DYgi315 FVI6K19Qpz4DyUW1 w 0-0-00-8-12 4-7-0 8-10-4 11-8-4 14-0-0 16-3-12 19-1-12 23-5-0 27-3-428.0-0 Q-8-12 3-10-4 4-3-4 , 2-10-0 , 2-3-12 2-3-12 , 2-10-0 , 4-3-4 3-10-4 Q-8-12 Scale=1:46.; 8x8= 5 3x8= 3x8= 4.0012 6 3x6 I I 4 3x6 II 18 3 ice. 7 19 17 5x6,----- 1.5x4 I1 5x6 2 T1 ` T2 8 10x10= 10x10= O* Q= 1 9 V 57 - �101 W /104 C EV' W ' 00 EV 2 d �° 61-- lEg 62 tC 13 14 • 1 15 7x12 MT18H= 12 6 10 5x6= 6x6= 12x14 MT18H 12x14 MT18H= 6x6= 5x6= 0-5-8(0.1.8) 0-5-8(0-1-8) 0-0-008-12 4.7-0 8-10-4 19-1-12 23-5-0 27-3428-0-0 Q-8-12 3-10-4 4-3-4 10-3-8 4-3-4 3-10-4 0-8-12 Plate Offsets(X,V):[1:0-5-0,0-6-0],[3:0-4-8,0-1-8],[4:0-4-0,0-1-4],[6:0-4-0,0-1-4],[7:0-4-8,0-1-8],[9:0-5-0,0-6-01,[11:0-1-12,0-3-0],[12:0-3-8,0-8-0],[14:0-3-8,0-8-0],[15:0-1-12,0-3-0] LOADING(psf) SPACING 6-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.43 Vert(LL) -0.22 12-14 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.65 Vert(TL) -0.37 12-14 >890 180 MT18H 220/195 TCDL - 70 Rep Stress!nor NO WB 0.77 Horz(TL) 0.04 10 n/a n/a BCLL, 0.0 ' Code IRC2009/TPI2007 (Matrix) Attic -0.13 12-14 915 360 Weight:281 lb FT=20% BCDL 8.0 LUMBER BRACING TOP CHORD 2 X 10 DF 2250F 1.9E TOP CHORD 2-0-0 oc purlins(5-1-14 max.), except end verticals BOT CHORD 2 X 10 DF 2250F 1.9E (Switched from sheeted:Spacing>2-0-0). WEBS 2 X 4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. EV1,EV2:2 X 6 DF 1800F 1 6E,W100,W105,W102,W103:2 X 4 DF No.2 WEBS 1 Row at midpt 2-15,8-11 JOINTS 1 Brace at Jt(s):5,17,9,1 REACTIONS (lb/size) 16=4333/0-5-8 (min.0-1-8),10=4333/0-5-8 (min.0-1-8) Max Horz 16=-109(LC 9) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3808/0,2-18=-5253/0,3-18=-5038/0,3-4=-4868/0,4-5=-2226/88,5-6=-2226/88,6-7=-4868/0,7-19=-5038/0,8-19=-5253/0, 8-9=-3808/0,1-16=-4017/0,9-10=-4017/0 BOT CHORD 15-16=-97/288,14-15=0/3477,13-14=0/4776,12-13=0/4776,11-12=0/3477,10-11=0/288 WEBS 4-17=-2854/0,6-17=-2854/0,3-14=-315/1017,7-12=-315/1017,5-17=0/569,9-11=0/3995,8-12=0/2369,2-15=-2883/0,2-14=0/2369, 1-15=0/3995,8-11=-2883/0 JOINT STRESS INDEX 1=0.87,2=0.76,3=0.58,4=0.73,5=0.80,6=0.73,7=0.58,8=0.76,9=0.87,10=0.83,11=0.93,12=0.30,13=0.76,14=0.30,15=0.93,16=0.83 and 17=0.44 NOTES 1)Wind:ASCE 7-05;90mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp 6;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)The solid section of the plate is required to be placed over the splice line at joint(s)13. 7)Plate(s)at joint(s)13 checked for a plus or minus 1 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.0psf 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. 10)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-17,6-17 11)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 pst)applied only to room.12-14 12)Bearing at joint(s)16,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14)Attic room checked for L/360 deflection. LOAD CASE(S)Standard 0 U U