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2008, 09-16 Permit App: 08003629 Roof, Plumbing Fixtures Project Number: 08003629 Inv: 1 Application Date: 9/16/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Permit Use: NEW ROOF SYSTEM FOR FIRE DAMAGE Contact: COMPASS CONSTRUCTION REPAIR Address: 2824 N NEVADA C-S-Z: SPOKANE WA 99207 Setbacks:Front Left: Right: Rear: Phone: (509)879-5543 Group Name: Site Information Project Name: Plat Key: CONY Name: CONVERTED CNTY DATA District: Sout Parcel Number: 45223.2106 Block: Lot: SiteAddress: 1504 S VIRGINIA RI) Owner:Name: LESSIAK,JENNIFER S Address: 1504 S VIRGINIA RI) Location::CSV SPOKANE VALLEY,WA 99216 Zoning: R-3 SF Res District Water District: 010 VERA Hold: ❑ Area: 11,792 Sq Ft Width: 134 Depth: 88 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: 4. c ".. s., r,. Review Building Plan Review Released By: Originally Released: 9/16/2008 By: tmelbourn Building Permit Contractor: COMPASS CONSTRUCTION Firm: COMPASS CONSTRUCTION Address: 2824 N NEVADA Phone: (509)879-5543 SPOKANE WA 99205 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB NEW ROOF 0 $84,000.00 0 $84,000.00 Totals: 0 $84,000.00 0 $84,000.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $881.75 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $352.70 Permit Total Fees: $1,238.95 Operator: JD Printed By: jmm Print Date: 9/16/2008 Project Number: 08003629 Inv: 1 Application Date: 9/16/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: COMPASS CONSTRUCTION Firm: COMPASS CONSTRUCTION Address: 2824 N NEVADA Phone: (509)879-5543 SPOKANE WA 99205 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 1 NUMBER OF $6.00 SINKS 2 NUMBER OF $12.00 TUBS 1 NUMBER OF $6.00 DISH WASHERS 1 NUMBER OF $6.00 GARBAGE DISPOSAL 1 NUMBER OF $6.00 Permit Total Fees: $36.00 y Amm4 n...: E,a Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,238.95 $1,238.95 $0.00 $1,238.95 Plumbing Permit $36.00 $36.00 $0.00 $36.00 $1,274.95 $1,274.95 $0.00 $1,274.95 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: jmm Print Date: 9/16/2008 Permit Center � Scm os 11703E Sprague Ave, Suite B-3 PERMIT NUMBER: ;71 pokane Spokane Valley,WA 99206 PERMIT FEE: / ,Valley. (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org Community Development Residential Construction n New Construction Accessory Bldg Permit Application Addition/Remodel Deck Other: R e si oro :1-t -, (vi r,e) SITE ADDRESS: 15 O 4 S . \! b r 1 n 1 c . S p0 kCa-hc. \J a-V ever ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Contractor: Name: L Name: C OM P C�.SS _�e�,r'r-re, LP.SS1 r,,1� r-�-e+• Address: 15o 4 s. u Address: 282.4 to ((�� i rr^ A V\t•C,� Q.V cam. City: ,l D ka U CSI ktate: W Zip 121 l , City: _l p n k,Cov�o State: Li Zip:9 247 Phone: gG cl 11A9)1 10 Fax: Phone: 2.,19,_03--is Fax: 32c1_ t tr,,Its Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: S{-QN t. Phone: 2143-0115 Describe the scope of work in detail: Cost of Project: $ el 100C) o lL t-ire gyres-Voro kLJ-, tv• nelvd�v`c in�w COcC Sy SAeiN , pir. kous.c• c • U Proposed Use: Jthc \€ cC1W ( \( res **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: 2(O 3P;x21g` is no0 MAIN FLOOR TO SQ. 2"D FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: toxo /" AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: '$ -]00 I DO PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? 3 Cas cu rr.ccx.., SC.W 2v- The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of 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 Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws,codes or ordinances.6) Plans or additional information may be required to be submitted,and subsequently approved before this application can be processed. SIGNATURE: / 11 DATE: 9 _ I r. Os Method of Pa YmeJ�t,/ a ❑ Cash ❑ Ock ❑ Mastercard ❑ VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. o SITE PLAN o Property lines and dimensions ❑ Setbacks to property lines o Direction arrow pointing North and orientation to streets ❑ Distance between buildings o Proposed/existing buildings (footprint and dimensions) o 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 o 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 o Window well locations if applicable o Brace wall panel locations o Room usage labels o Water heater and furnace locations o Smoke detector locations o Exhaust fan locations o Attic and crawl space access locations o Deck or concrete patio sizes and locations o Fire Wall construction ❑ Roof Plan: o Engineered truss direction and spacing o Ridge, eave and valley lines o Rafter and over frame direction, size and spacing o Beam and girder size and location ❑ Wall Section Detail including: Roof o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size, spacing &connection o Sheathing size and type o Attic insulation/air space baffle/ventilation Ceiling o Joist size and spacing ❑ Size of ceiling gypsum wall board Wall o Height/top plate/stud size and spacing/sole plate ❑ Siding/exterior house wrap/anchor bolts o Exterior sheathing size and type o Insulation, vapor barrier, gypsum wall board Floor o Joist size and spacing o 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 o Reinforcement if any Radon o Passive system with 6mil vapor barrier o Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/side view/dimensions o Footings/post/and beam size and locations o Floor Joist/decking direction, size and spacing O Stairway tread rise & run and nosing 0 Handrail/Guard height&spacing ,}�y permit Center Sj Okan�e 11703 E Sprague Ave,Suite B-3 Valley Spokane Valley,WA 99206 PERMIT NUMBER: (509)688-0036 FAX:(509)688-0037 PERMIT FEE: Community Development www.spokanevallev.ore Plumbing Permit Application ❑ Commercial` l!4 Residential SITE ADDRESS: 5(3 4 S \I l r`C h V�. r"Gl Building Owner (J Name: 0 0 h1T"t LC-SS1 C). Phone: Fax: Address: C U4 S. V t C`cA,v„ ity: Spa kcuhQ.Vrs.tL State: (JUS Zip:(1921(.0 Q 12110 Contractor V Name: Phone: r Fax: C'_0On pOLS Cc�,ti f q--7q 5643 32s- 1645 Address: Ci State: . ` Zip: ci ') �L4�,��4 I`1• evcrl� ty� S�oakc'tiv.� tW Ga / License No: City Busin ss Lic: Contact Name: Si e v e Phone: 2.1L7 J_6 31 DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET,BIDETS ' X $6.00 = 2 URINALS X $6.00 = 3 TUBS X $6.00 = 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT X $6.00 = LAYS/BASINS,BAR,FLOOR,KITCHEN, 5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, X $6.00 = X-RAY,FOOD,PREP/CULINARY MEAT 6 DISHWASHER 1 X $6.00 = 7 CLOTHES WASHER X $6.00 = 8 GARBAGE DISPOSAL X $6.00 = 9 WATER SOFTENER X $6.00 = 10 ELECTRIC WATER HEATER NOTE: IF GAS,SEE MECHANICAL X $6.00 = AREA,CASE,COIL,TRENCH, 11 FLOOR DRAINS CONDENSATE X $6.00 = 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 = 13 FOUNTAINS,DRINKING X $6.00 = WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR, 14 VENT,PLUMBING,REVERSAL REVERSALS X $6.00 = 15 SEWAGE EJECTOR GRINDER,SUMP PUMP X $6.00 = ICE AN/OR COFFEE MAKER,HOSE BIB, 16 WATER USING DEVICE STEAMER X $6.00 = PROOFER,CARBONATOR,SWAMP COOLER VACUUM BREAKER,CHECK VALVE, AND R.P.B.P.D.FOR: VATS,TANKS, 17 CROSS CONNECTION DEVICE BOILERS X $6.00 = GREASE TRAP,SAND TRAP, 18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 = 19 MEDICAL GAS(per outlet) NITROUS,OXYGEN X $6.00 = 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 = 21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 = 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 = SUBTOTAL METHOD OF PAYMENT: PROCESSING FEE ❑CASH ❑CHECK 0 VISA ❑MC EXPIRES: $35.00 Card# VIN: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 For City Use Only PLUS Project Number CITY OF pokane Project Address a e ° y 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ 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. Your application review TARGET DATE is ,_.. 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. ➢ 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. ➢ 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. WHITE-APPLICANT PINK-BUILDING FILE REV 9/07 . Building Division City of Spokane Valley CITYa 1Sökn " ' Fve 11703 E. SpragueAve. Ste. B-3 Spokane Valley, WA 99206-5185 Valley® Phone-509-688-0054, Fax 509-688-0037 INSPECTION NOTICE DO NOT REMOVE THIS NOTICE, ) , / 1 c 5 Parcel #: ��) /J 'i`- 'yew' j ! : ; .1J _ ADDRESS: /' .r V 1 ,r I I ) / hE 1 ,r. ' ..... �. 5.,.. I1/l a i' ��; 4:51 ('5 i�, n.." ..P 1 4-,s-ell I c. e ie q-, a.K. -,„.--.7 0 cl- t c; ki. 4 i 7 t) .. 4 -/A j --.) l 4, A vAi Svc-FM )'' 1,-; : if I kv-, i P. de:::( -044 ebt I" ;14 -,ei'l,ski,' i .\ /-) T1 ' I- i ‘ h 11/ . ' / - I( Tr ' f 244-'iNJI D t5 flaltlIIM LI '73 / ! ^ 1 , , { T6�� S ) 1 ioC E' '4 '" 6`--> -#-f Cr-ii3�') 1i.1..-;�- ' SSE Aofta4r,oN 9 L o ' Ire /91,,,,z.. frA f 0 _: tn.;t + / 4 11 f i!/ (-1(_ a WHEN INTERIOR ALTERATIONS,REPAIRS OR ADDITIONS IlEOUIRINC A PERMIT OCCUR,OR WHEN ONE^R MO; SL EE PING ROOMS ARE ADDED OR CREATED IN EXISTING DIAIFE I 1NC,C TI-IF nWFI I ING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. . SMOKE ALARMS. :NALL = - • ' NECTED AN;. HARD IN SUCH A MANNER THE AION OF' ONE ALARM WILL AGTIVATEALL ALARMS. (REnNOONIR, ♦ROS►$ 4PPR©ACHING BEDROO��1 S3 .VAUIL.�,TED CEILING WITH RISC.OF'24`*ON ISH;FLOOR) IF YOU HAVE ANY QUESTIONS CALL 509-688- Call for reinspection before cover WHEN CORRECTIONS HAVE BEEN MADE, CALL (509) 688-0054 FOR RE-INSPECTION. i:. 1 J/. t; -...-.2 ,-'�1 --.f k✓ _ - res°' 4f._'. ;,,...---": -./...e....,":„."„,0----, DATE INSPECTOR r 7 .-------- WASHINGTON STATE ENERGY CODE . TABLE 6-2 PRESCRIPTIVE REQUIREMENT S°'1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Wall12 Wall. Wall• Slab6 Glazin Glazin U-Factor s z Vaulted int ext s on /o a Area Door Ceiling 3 Above Below Below Floor Option ° U-Factor Ceiling Grade Grade of Floor Vertical Overheadll Grade Grade I. 12% 0.35 0.58 0.20 R-38 R-30 R-2 1 R-21 R-12 R-30 R-10 II.* 15% 0.35 0.58 0.20 R-38 R-30 8-198 R-21 R-12 R-30 R-10 III. 17% 0.32 0.58 0.20 R-38 R-30 8-198+ R-21 R-12 R-30 R-10 / IV. 25% 0.35 0.58 0.20 U=0 031 U=0.034 mt2� R-15 R-12 U=0.029 F 004 Group U=0.054 and R-2-2 Occupancies Only V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-19+RR-21 R-12 R-30 R-10 Group R-3 -58 and R-4 Occupancies Only VI. Unlimited 0.30 0.58 0.20 R-49 or R-38 R-21 R-21 R-12 R-30 R-10 Group R-3 R-38 Adv int' and R-4 Occupancies Only / VII. Unlimited 0.32 0.58 0.20 R-38/ U=0.034 1R-21/ RR -15 R-12 U 0 029 F=_104 GroupU=0U=0.054 and R-2-2 Occupancies Only * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example,if a proposed design has a glazing ratio to the conditioned floor area of 13%,it shall comply with all of the requirements of the 15%glazing option(or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv'denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both(a)the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and(b)there is a minimum 1-inch vented airspace above the insulation. Other single rafter or joist vaulted ceilings shall comply with the"ceiling"requirements.This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-12,or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material,manufactured for its intended use,and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended use,and installed according to manufacturer's specifications. See Section 602.4. 7. Int.denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors,including all fire doors,shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed,the total glazing area(combined vertical plus overhead)as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5"are exempt from this insulation requirement. Effective July 1,2007 34 • Main Level r 36' 13'2. • 2' ,• .~2-3or-dr—f 6 7' t,Are la1 21'6" b 6'7" rIoeH il) " lbeaq(II) 2' I @hl 61t F. Bedroaml �---2—, 2'4'-} I In I +moi 33'i'--IT C 15'6' ' I T 3.9' . I I X 29" 6' 1 3'4" Un ' in .�c ry in TAIWAN Oflit) esi ." ---.: X11; ! i 1 ma in �- —2'9"lig ��� ' )/ in L_`-_--___— ' I 3'2"--l—3'4"—I--3'7" I 11'5" ' $ liFireplace(Ball, 111 Zia' ifeii). I ioi aeappm2 • I • —11_____,_ 6 I . — I L I 1 II I I ry I i� I I 14'10" i 1 IA II O 1 i I 15'6" 1 -11 Main Level LESSIAK-JENNIFER 8/15/2008 Page: 29 Basement 37'3" I /1 m in 111..4 CH Bedrooms\. Mesh t= i‘n r in o F-24I in iv Emmetm in 15'6" J J/ \� 6.1o. ,---2.13" T ,,-- 11' -I^ @moo 1 —, H ,l to °'m I--3' ( Mit in 11'10" 3'8" 20'9" --- 0 2,'1" I mII _ l m J b DAME/ 4 n. I 1 T _ 1 16'2" I M V Basement LESSIAK-JENNIFER 8/15/2008 Page: 1 . 37-0-0 7-0-0 7-0-0 \ N tr (0 CO [i' N / • N .(7) y y 1 A I y" ej2 MM M M Cr Y to to tC) � im Iii ej4 cl¢ Q Pr Ilii ej6 1 I ej6 ej 1 I ej I Iej o ej ' 0 ej 00 ej I ejN ej II I ej ej II I ej ej i I ej ej6 ,,/ lid ej4 ; ej2 ,/ 1-0-01 /� I EXISTNG BEAM B- B-1 /� N O B-1 7-0-0 B-1 CO Compass Construction 1504 S. Virginia ( 1504VIRG ) A 218-0375 Steve B-G 15-11-8 14-0-8 Job Truss Truss Type Qty Ply 1504VIRG A-2A COMMON 1 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:03 2008 Page 1 -2-0-0I 3-9-14 7-0-0 10-6-0 14-0-0 17-6-0 21-0-0 24-2-2 28-0-0 2-0-0 3-9-14 3-2-2 3-6-0 3-6-0 3-6-0 3-6-0 3-2-2 3-9-14 Scale=1:49.6 4x6 I I 5.00 rff 7 T 3x8 _ 3x8 6 8 3x4 3x4 1x4 /i 3x6 5 W 1 // 9 3x6 1x4 �* \ / W3 10 4 / 11 \i\ //7 i 'iti6(\ / _ 5x14= 18 19 17 16 15 14 20 13 5x14= 3x4= 3x8 MT18H=5x8= 5x5= 3x4= 5x5= 5-1-3 10-6-0 14-0-0 17-6-0 22-10-13 28-0-0 5-1-3 5-4-13 3-6-0 3-6-0 5-4-13 5-1-3 Plate Offsets(X,Y): [2:0-2-12,Edge],(12:0-2-12,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.36 17-18 >917 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.90 Vert(TL) -0.70 17-18 >472 180 MT1 BH 220/195 BCLL 0.0 * Rep Stress Incr NO WB 0.98 Horz(TL) 0.22 12 n/a n/a Weight:146 lb BCDL 10.0 Code IRC2006/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-11-13 oc purlins. BOT CHORD 2 X 4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 6-0-5 oc bracing. WEBS 2 X 4 DF Stud/Std*Except* W1 2 X 4 DF No.1&Btr WEDGE Left 2 X 6 DF 1800F 1.6E,Right 2 X 6 DF 1800F 1.6E REACTIONS (lb/size) 2=3309/0-5-8,12=3111/0-5-8 Max Horz 2=40(LC 3) Max Uplift2=-1034(LC 3),12=-934(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/62,2-3=-6930/2061,3-4=-6825/2072,4-5=-6800/2079,5-6=-5752/1791,6-7=-4597/1463,7-8=-4597/1463, 8-9=-5762/1797,9-10=6886/2131,10-11=-6915/2124,11-12=-7033/2121 BOT CHORD 2-18=-1836/6233,18-19=-1804/6089,17-19=-1804/6089,16-17=-1534/5256,15-16=-1534/5256,14-15=-1541/5267, 14-20=-1826/6127,13-20=-1826/6127,12-13=-1899/6342 WEBS 3-18=-23/1 89,5-18=-86/386,5-17=-1096/353,6-17=-492/1529,6-15=-1712/549,7-15=-1027/3160,8-15=-1729/559, 8-14=-500/1543,9-14=1131/373,9-13=-131/446,11-13=-1/177 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)*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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1034 lb uplift at joint 2 and 934 lb uplift at joint 12. 8)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. 9)Girder carries hip end with 7-0-0 end setback. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)513 lb down and 175 lb up at 21-0-0,and 513 lb down and 175 lb up at 7-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Regular.Lumber Increase=1.15,Plate Increase=1.15 Continued on page 2 Job Truss Truss Type Qty Ply 1504VIRG A-2A COMMON 1 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:03 2008 Page 2. LOAD CASE(S)Standard Uniform Loads(Of) Vert:1-7=-80,7-12=-80,2-19=-43(F=-23),19-20=-174(F=-154),12-20=-43(F=-23) Concentrated Loads(lb) Vert:5=-513(F)9=-513(F) Job Truss Truss Type Qt Ply 1504VIRG A-2 COMMON 1 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:04 2008 Page 1 1 -2-0-0 1 3-9-14 1 7-0-0 1 10-6-0 1 14-0-0 1 17-6-0 i 21-0-0 1 24-2-2 28-0-0 1 30-0-0 2-0-0 3-9-14 3-2-2 3-6-0 3-6-0 3-6-0 3-6-0 3-2-2 3-9-14 Scale 2-0-0 1:51.9 4x6 II 5.0012 7 3x8 i 3x8 Q 6 8 3x4 3x4 1x4 3x6 5 \ 9 3x6 1x4 0 �: ,nn A 10 3 4� �/ \\1V4 ���"\\ /1\1? \ �� 11 12 \ rra a 0 1 si =.ea -` 5x14 19 20 18 17 16 15 21 14 5x14= 3x4= 3x8 MT18H= 5x5= 3x4= 5x5= 5x8 = 5-1-3 10-6-0 14-0-0 17-6-0 22-10-13 28-0-0 5-1-3 5-4-13 3-6-0 3-6-0 5-4-13 5-1-3 Plate Offsets(XX): [2:0-2-13,Edge],[12:0-2-13,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (be) l/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.36 18-19 >921 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.90 Vert(TL) -0.70 18-19 >473 180 MT1 BH 220/195 BCLL 0.0 * Rep Stress Incr NO WB 0.97 Horz(TL) 0.22 12 n/a n/a Weight 148 lb BCDL 10.0 Code 1RC2006/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-11 oc purlins. BOT CHORD 2 X 4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 6-1-12 oc bracing. WEBS 2 X 4 DF Stud/Std*Except* W1 2 X 4 DF No.1&Btr WEDGE Left:2 X 6 DF 1800F 1.6E,Right:2 X 6 DF 1800F 1.6E REACTIONS (Ib/size) 2=3302/0-5-8,12=3302/0-5-8 Max Uplift2=-1030(LC 3),12=-1030(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/62,2-3=-6918/2052,3-4=-6812/2063,4-5=-6787/2070,5-6=-5735/1780,6-7=-4578/1452,7-8=-4578/1452, 8-9=-5735/1780,9-10=-6787/2070,10-11=-6812/2063,11-12=-6918/2052,12-13=0/62 BOT CHORD 2-19=-1789/6223,19-20=-1755/6075,18-20=-1755/6075,17-18=-1485/5240,16-17=1485/5240,15-16=-1485/5240, 15-21=-1755/6075,14-21=-1755/6075,12-14=-1789/6223 WEBS 3-19=-21/186,5-19=87/387,5-18=-1098/354,6-18=-492/1530,6-16=-1713/550,7-16=-1018/3145,8-16=-1713/550, 8-15=-492/1530,9-15=-1098/354,9-14=-87/387,11-14=-21/186 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)*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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1030 lb uplift at joint 2 and 1030 lb uplift at joint 12. 8)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. 9)Girder carries hip end with 7-0-0 end setback. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)513 lb down and 175 lb up at 21-0-0,and 513 lb down and 175 lb up at 7-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Regular.Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-80,7-13=-80,2-20=-43(F=23),20-21=-174(F=-154),12-21=-43(F=-23) Continued on page 2 Job Truss Truss Type Qty Ply 1504VIRG A-2 COMMON 1 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:04 2008 Page 2 LOAD CASE(S)Standard Concentrated Loads(Ib) Vert:5=-513(F)9=-513(F) Job Truss Truss Type Qty I Ply 1504VIRG A-3 COMMON 4 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:05 2008 Page 1 I -2-0 o I 7-3-14 14-0-0 20-8-2 28-0-0 130-0-0 6-8-2 6-8-2 7-3-14 2-0-0 2-0-0 7-3-14 Scale=1:51.9 4x6= 5.00 1 12 5 3x4 \\ 3x4 1x4 6 1x4 // 4 \\ 1 a, 7 3 • W \\ / \ 8 \ 2 R� '/ se �� \ Y \r 9 Ia a1 ► 3x8= 12 1113 14 10 3x8= 3x4= 3x5= 3x4= 28- 0 I18 5-6I 9-6-100- I I 9-6-10 8-10-13 Plate Offsets(X,Y): [2:0-4-2,0-1-8],[8:0-4-2,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.29 10-12 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.70 Vert(TL) -0.47 10-12 >708 180 BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(fL) 0.09 8 n/a n/a Weight 114 lb BCDL 10.0 Code IRC2006/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. WEBS 2 X 4 DF Stud/Std REACTIONS (lb/size) 2=1618/0-5-8,8=1618/0-5-8 Max Uplift2=-674(LC 3),8=-674(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/62,2-3=-2868/1083,3-4=-2522/1041,4-5=-2417/1061,5-6=-2417/1061,6-7=-2522/1041,7-8=-2868/1083,8-9=0/62 BOT CHORD 2-12=-900/2533,11-12=-541/1729,11-13=-541/1729,13-14=-541/1729,10-14=-541/1729,8-19=-900/2533 WEBS 3-12=-533/177,5-12=-417/864,5-10=-417/864,7-10=-533/177 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)*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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 674 lb uplift at joint 2 and 674 lb uplift at joint 8. 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 1504VIRG A-4 COMMON 4 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:06 2008 Page 1 . 1 -2-0-0 1 7-3-14 I 14-0-0 I 20-8-2 I 28-0-0 1 30-0-0 I 2-0-0 7-3-14 6-8-2 6-8-2 7-3-14 2-0-0 Scale=1:51.9 5.00 ITi4x6= 5 3x4 .%; 3x4 1x4 \ 6 4x4 4 7 g p Wy 1 O Ifi fti \ // 8 2 61 =/ 77 E2 8 Ia 01 TA 1E3 3x8= 13 1214 15 11 10 3x4= 3x5= 3x4= 4x8= 3x4 9-6-10 18-5-6 � 27-0-0 �8-0-Q 9-6-10 8-10-13 8-6-10 1-0-0 Plate Offsets(X,Y): [2:0-4-2,0-1-8],[8:0-0-10,0-0-2] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0.30 11-13 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.49 11-13 >652 180 BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(TL) 0.09 10 n/a n/a BCDL 10.0 Code IRC2006/TP12002 (Matrix) Weight 124 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing. WEBS 2 X 4 DF Stud/Std WEBS 1 Row at midpt 7-10 REACTIONS (lb/size) 2=1578/0-5-8,10=1663/0-5-8 Max Uplift2=-657(LC 3),10=691(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/62,2-3=-2772/1043,3-4=-2426/1002,4-5=-2322/1022,5-6=-2194/964,6-7=-2296/944,7-8=-614/209,8-9=0/61 BOT CHORD 2-13=-863/2444,12-13=-501/1633,12-14=501/1633,14-15=501/1633,11-15=501/1633,10-11=-782/2255,8-10=-91/537 WEBS 3-13=-532/175,5-13=-423/672,5-11=-337/705,7-11=-429/127,7-10=-2206/766 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)*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 ft between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 657 lb uplift at joint 2 and 691 lb uplift at joint 10. 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 1504VIRG A-5 COMMON 3 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:07 2008 Page 1 1 -2-0-0 1 7-3-14 14-0-0 I 20-8-2 I 28-0-0 I 2-0-0 7-3-14 6-8-2 6-8-2 7-3-14 Scale=1:50.0 4x6= 5.00 FlY 5 iLl 3x4 / 1x4 \� 1x4 // 4 3 O W 1 6 / \ VC/ 7 2 \ _ —_- \ — I i� -139i. ]c ;1 ►i 3x8= 10 9 11 12 8 3x8= 3x4= 3x5= 3x4= 9-6-1018-5-6 I 28-0-0 9-6-10 8-10-13 9-6-10 Plate Offsets(XX): [2:0-4-2,0-1-8],[7:0-4-2,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.53 Vert(LL) 0.30 7-8 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.46 7-8 >725 180 BCLL 0.0 * Rep Stress Incr YES WB 0.43 Horz(TL) 0.10 7 n/a n/a Weight:111 lb BCDL 10.0 Code IRC2006/TP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. WEBS 2 X 4 DF Stud/Std REACTIONS (lb/size) 7=1428/0-5-8,2=1626/0-5-8 Max Horz 2=40(LC 3) Max Uplift7=-578(LC 3),2=-678(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/62,2-3=-2886/1093,3-4=-2539/1052,4-5=-2434/1071,5-6=-2573/1091,6-7=-2925/1116 BOT CHORD 2-10=-950/2550,9-10=-591/1747,9-11=-591/1747,11-12=-591/1747,8-12=-591/1747,7-8=-975/2593 WEBS 3-10=-534/178,5-10=-415/863,5-8=-143/909,6-8=-558/191 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)*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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 578 lb uplift at joint 7 and 678 lb uplift at joint 2. 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/IPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply ' 1504VIRG B-1 COMMON 3 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:07 2008 Page 1 -2-0-0 1 7-0-4 I 14-0-8 I 16-0-8 7-0-4 2-0-0 2-0-0 7 Scale=1:29.4 4x6= 3 5.00 12 W1 N el 4 2 ' * \ 5 -.1.- Io eAllilh. Ibis 6 3x4 3x4= = 1x4 11 7-0-4 I 14-0-8 1 7-0-47-0-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.40 Vert(LL) 0.07 4-6 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.29 Vert(TL) -0.11 4-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(TL) 0.02 4 n/a n/a Weight 49 lb BCDL 10.0 Code IRC2006/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Stud/Std REACTIONS (lb/size) 2=862/0-5-8,4=862/0-5-8 Max Uplift2=-440(LC 3),4=-440(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/62,2-3=-1039/484,3-4=-1039/494,4-5=0/62 BOT CHORD 2-6=-358/860,4-6=-358/860 WEBS 3-6=-206/309 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)*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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 440 lb uplift at joint 2 and 440 lb uplift at joint 4. 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. LOAD CASE(S)Standard 1 Job Truss Truss Type Qty Ply 1504VIRG B-2 JACK 3 1 • Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:08 2008 Page 1 7-0-0 7-Q-4 -2-0-0 I 2-0-0 7-0-03 •0-0-4 5.4 I 5.00 12 N C,, C.) c 1 N 2 B1 0 Q ♦ 4 1 2x4= 7-0-0 7-9-4 7-0-0 0-0-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.55 Vert(LL) 0.17 2-4 >461 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.36 Vert(TL) -0.24 2-4 >341 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight 23 lb BCDL 10.0 Code IRC2006/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=231/Mechanical,2=544/0-5-8,4=67/Mechanical Max Horz 2=152(LC 3) Max Uplift3=-107(LC 3),2=-282(LC 3),4=-96(LC 3) Max Grav3=231(LC 1),2=544(LC 1),4=134(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/62,2-3=-118/71 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 3,282 lb uplift at joint 2 and 96 lb uplift at joint 4. 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply ' 1504VIRG B-G GABLE 1 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:08 2008 Page 1, -2-0-0 7-0-4 14-0-8 16-0-8 2-0-0 7-0-4 7-0-4 2-0-0 Scale=1:29.4 5.00112 4 6 iii.114i4h= � 7 ii m 3n5el 2 i I 6 •:O.• :::❖:O❖:❖:•:':•:•: •:J:• •.00.:.:.':.:.:.:.:......:.`:O 00'.04•PO.'.':O.O'.O•::::::'.tl 9 1c ��:':'.•i•Oi•.'i i iS1.Oi`.• i�i i i'%'i.i•Oi`i.'Oi'0�4'i.i•JO�i:i`i 0.01`J�Oi'JOO�ii00'i`i'ii00i'i 1100 1i'::❖i ❖::':•:':':`i'i':i•OOi' :'i'i•::•:'i•i':❖:•i'i•::':'i'o 0:•i•i:::�i i•i::`i`i:•:'i':i'i'::i:':•:. . 3x4= 3x4= 14-0-8 14-0-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.04 9 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.05 9 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight:57 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2 X 4 OF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 DF Stud/Std REACTIONS (lb/size) 2=367/14-0-8,8=367/14-0-8,12=187/14-0-8,13=203/14-0-8,14=203/14-0-8,11=203/14-0-8,10=203/14-0-8 Max Uplift2=-148(LC 3),8=-148(LC 3),13=-58(LC 3),14=-3(LC 3),11=-58(LC 3),10=-3(LC 3) Max Grav2=367(LC 1),8=367(LC 1),12=187(LC 1),13=209(LC 4),14=203(LC 1),11=209(LC 5),10=203(LC 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61,2-3=-71/29,3-4=-46/49,4-5=-44/79,5-6=-44/79,6-7=46/49,7-8=-71/29,8-9=0/61 BOT CHORD 2-14=0/52,13-14=0/52,12-13=0/52,11-12=0/52,10-11=0/52,8-10=0/52 WEBS 5-12=-151/0,4-13=-162/61,3-14=-180/52,6-11=-162/61,7-10=-180/52 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are 1x4 MT20 unless otherwise indicated. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 2,148 lb uplift at joint 8,58 lb uplift at joint 13,3 lb uplift at joint 14,58 lb uplift at joint 11 and 3 lb uplift at joint 10. 11)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. LOAD CASE(S)Standard I Job Truss Truss Type Qty Ply 1504VIRG CJ JACK 3 1 Job Reference(optional) . Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc Fri Sep 12 16:16:09 2008 Page 1 -2-9-15 0-8-8 9-9-5 9-10112 0-1-7 2-9-15 0-8-8 9-0-13Scale=1:22.0 3 11 3.541-12 IF, 4x5 4x5% N N g O co 6 N in 4x5 N 10 m 2 . O 4x5 _. 3.54 FiT 4x5 1 4x6 \\ 0-8-8 9-9-5 0-8-8 9-0-13 Plate Offsets(X,Y): [2:0-2-8,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.12 2-3 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.18 2-3 >667 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight 40 lb BCDL 10.0 Code IRC2006/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 0-8-8 oc purlins. BOT CHORD 2 X 6 DF 1 SOOF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=656/0-5-8,3=366/0-5-8,3=366/0-5-8 Max Horz 2=155(LC 3) Max Uplift2=-279(LC 3),3=-162(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/64,2-3=-116/77 NOTES 1)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2pst BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)*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. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 279 lb uplift at joint 2 and 162 lb uplift at joint 3. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply . 1504VIRG EJ JACK 14 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:09 20088,p Page 1 6-10-8 7r ()-i° -2-0-01 2-0-0 6-10-8 3 0- -8 - 1 1-815.2 IIIIIIII 5.00 Fri N M 1 2 61 O O ♦ 4 1 2X4= 6-10-8 71010 6-10-8 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.52 Vert(LL) 0.17 2-4 >460 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.36 Vert(TL) -0.24 2-4 >341 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TP12002 (Matrix) Weight 23 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=224/Mechanical,2=539/0-5-8,4=67/Mechanical Max Holz 2=150(LC 3) Max Upliift3=-104(LC 3),2=-281(LC 3),4=-96(LC 3) Max Grav3=224(LC 1),2=539(LC 1),4=134(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/62,2-3=-116/69 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 3,281 lb uplift at joint 2 and 96 lb uplift at joint 4. 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 1504VIRG EJ2 JACK 3 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 1216:16:10 2008 Page 1 I -2-0-0 1-10-15 7-0-0 2-0-0 1-10-15 5-1-1 Scale=1:14.7 3 5.00 I1T 2 1 ...dial 61 /�c q ♦ 5 4 1 2x4= 1-10-15I 7-0-0 I 1-10-15 5-1-1 (in loc LOADING(psf) SPACING 2-0-0 CSI DEFL ) 1/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.11 2-4 >766 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.38 Vert(TL) -0.26 2-4 >314 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight 15 lb BCDL 10.0 Code IRC2006/TP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=406/0-5-8,4=69/Mechanical,3=-21/Mechanical Max Horz 2=74(LC 3) Max Uplift2=-195(LC 3),3=-21(LC 1) Max Grav2=406(LC 1),4=138(LC 2),3=18(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61,2-3=-69/7 BOT CHORD 2-5=0/0,45=0/0 NOTES 1)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 195 lb uplift at joint 2 and 21 lb uplift at joint 3. 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply ' 1504VIRG EJ4 JACK 3 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:10 2008 Page t -2-0-0 3-10-15I 7-0-0 2-0-0 3-10-15 3-1-1 Scale=1:14.7 3 5.00 12 1 2 I V WI.— B1 ��c o / ♦ 5 4 1 2x4= 3-10-15I 7-0-0 3-10-15 3-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.35 Vert(LL) 0.10 2-4 >793 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.36 Vert(TL) -0.24 2-4 >341 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight:18 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=89/Mechanical,2=453/0-5-8,4=67/Mechanical Max Horz 2=108(LC 3) Max Uplift3=-43(LC 3),2=-241(LC 3),4=9(LC 3) Max Grav3=89(LC 1),2=453(LC 1),4=134(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/62,2-3=-84/25 BOT CHORD 2-5=-0/0,4-5=-0/0 NOTES 1)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 3,241 lb uplift at joint 2 and 9 lb uplift at joint 4. 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. LOAD CASE(S)Standard ' Job Truss , Truss Type Qty Ply 1504VIRG EJ6 JACK 3 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:10 2008 Page 1 2-0-0 5-10-151 7-0-0 1-1 2-0-0 5-10-15 3 1 Scale=1:14.7 0 5.00 12 1 2 ME B1 q d ,6 0 ♦ 5 4 1 2x4= 5-10-157-0-0 5-10-15 1-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.37 Vert(LL) 0.17 2-4 >485 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.36 Vert(TL) -0.24 2-4 >341 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight:21 lb BCDL 10.0 Code IRC2006/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=189/Mechanical,2=513/0-5-8,4=67/Mechanical Max Horz 2=141(LC 3) Max Uplift3=-92(LC 3),2=-276(LC 3),4.-61(LC 3) Max Grav3=189(LC 1),2=513(LC 1),4=134(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/62,2-3=-106/58 BOT CHORD 2-5=-0/0,45=-0/0 NOTES 1)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 92 lb uplift at joint 3,276 lb uplift at joint 2 and 61 lb uplift at joint 4. 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply • 1504VIRG SJ2 JACK 3 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:11 2008 Page 1 -2-0-0 I 1-10-15 3 1-"fi 4 2-0-0 1-10-15 0-, cele=1:7.4 5.00112-- 2 .00 122 T1 B1 1; 4 1 2x4 1-10-15 -4 1-10-15 1-10-1 5 0-0-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight 9 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=356/0-5-8,4=18/Mechanical,3=-21/Mechanical Max Horz 2=74(LC 3) Max Uplift2=-191(LC 3),4=-27(LC 3),3=-21(LC 1) Max Grav2=356(LC 1),4=37(LC 2),3=18(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61,2-3=-69/7 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 191 lb uplift at joint 2,27 lb uplift at joint 4 and 21 lb uplift at joint 3. 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. LOAD CASE(S)Standard • ' Job Truss' Truss Type Qty Ply 1504VIRG SJ4 JACK 3 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MiTek Industries,Inc. Fri Sep 12 16:16:11 2008 Page 1 -2-0-0 1-11-4 3-10-15 3 2-0-0 1-11-4 1-11-11 1:10.5 -v\ 'o 5.00 riy - m r T1 2 11/1A B1 MN ^ � iVVV� 4 1 2x4= 1-11-4 3-10-15 1-11-4 1-11-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.30 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Weight 11 lb BCDL 10.0 Code IRC2006/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=107/Mechanical,2=386/0-5-8,4=18/0-5-8 Max Holz 2=108(LC 3) Max Uplift3=-51(LC 3),2=-187(LC 3),4=-27(LC 3) Max Grav3=107(LC 1),2=386(LC 1),4=37(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61,2-3=-79/30 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 51 lb uplift at joint 3,187 lb uplift at joint 2 and 27 lb uplift at joint 4. 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. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply - 1504VIRG SJ6 JACK 3 1 Job Reference(optional) Evergreen Truss&Supply,Deer Park,WA 99006 6.500 s Jan 15 2007 MTek Industries,Inc. Fri Sep 12 16:16:12 2008 Pagel, -2-0-0 1-11-4 5-10-15 2-0-0 1-11-4 3-11-11 3 :13.7 o 5.00 12 U, 1 N 2 1 4 2x4 1-11-4 5-10-15 1-11-4 3-11-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.42 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight:14 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2 X 4 DF No.1&BV BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=203/Mechanical,2=450/0-5-8,4=18/0-5-8 Max Horz2=143(LC 3) Max Uplift3=-100(LC 3),2=-203(LC 3),4=-27(LC 3) Max Grav3=203(LC 1),2=450(LC 1),4=37(LC 2) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/61,2-3=103/61 BOT CHORD 2-4=0/0 NOTES 1)Wind:ASCE 7-05;85mph;h=25ft;TCDL=4.2psf;BCDL=4.2psf;Category II;Exp B;enclosed;C-C Exterior(2);cantilever left and right exposed;end vertical left and right exposed;porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)*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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint 3,203 lb uplift at joint 2 and 27 lb uplift at joint 4. 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. LOAD CASE(S)Standard • PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY TH)$ BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS • REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEY BUI PING DIVISION