Loading...
Specifications 1 5 i au( 6(; %G 1 • Horizon Restoration Job #903119HRS fiz � I .'r .., A IMPORTANT DOCUMENTS ENCLOSED PLEASE REVIEW Job Site Address: 6501 SW Oak St Lot #: City: Tigard State: OR Job Name: The documents that comprise this JOBSITE PACKAGE have been prepared by leading component manufacturing industry technical personnel, working in conjunction with the Wood Truss Council of America and the Truss Plate Institute, and are offered as guidelines. We urge you to examine these documents and to disseminate the information contained in them to all appropriate personnel. Understanding all aspects of component construction and following these guidelines will help those who install the products we are supplying more quickly, accurately and safely. Please further note that the majority of accidents involving wood trusses and components occur during installation and result from improper handling, erection, anchoring and /or bracing of the trusses and components. Thus it is important that you and those responsible for framing the products we are supplying carefully consider the matters, instructions, warnings and recommendations set forth in the guidelines that we are furnishing. Nothing contained in this memo or in these documents, should be construed in any manner as expanding the scope of responsibility of, or imposing any additional liabilities on Oregon Truss Co., Inc. IV s `a " 44.9 .40#7 „ w,..,o, o, dog, ...Were Just Better io Salem: (5031581-TRUSS Bend: (5411382-6000 oFF- '- C° N y Work Order #: 903119HRS OREGO DELIVERY TICKET TR ...We're Just Better Model: Bill To: Horizon Restoration Ship To: Horizon Restoration 7235 SW Bonita Rd 6501 SW Oak St (Lot Number: ) Portland, OR, 97224 Tigard, OR PO #: 126062 Contact: Jerry Burgess 503- 793 -6150 Act. # Act. Rep.. Delivery Site Time Job Site: ho010 Don Toohey Crane 1 45 1st thing Truss Qty Part # Height Description Weight 16 2X4 Block 2X4 Solid Block 22 7/16" 0 9 2X4 Vent 2X4 Vented Block 22 7/16" 0 50 RT7 RT7A Rafter /Hurricane Tie 0 24 7 -8 -13 al 30 -4 -8 2.94/12 102 2 7 -8 -13 age 30 -4 -8 2.94/12 101 1 Job Site Packet - Commentary and recommendations for handling, installing _ bracing metal plate connected wood trusses. Total Truss Qty: 26 TOTAL WEIGHT: 2650 I acknowledge that all items were received in good condition except as noted on driver's copy: Recieved by: Date: Driver: Start Time: End Time: • t;;; bp, Re: 90311 9HRS 9031 19HRS -- Horizon Restoration The truss drawing(s) referenced below have been prepared by Robbins Engineering, Inc. under my direct supervision based on the parameters provided by Oregon Truss Company. Pages or sheets covered by this seal: T3381398 thru T3381399 My license renewal date for the state of Oregon is December 31, 2009. NG N E cc 16 222.P F OREGON g ?)�', ' F MS E 044 S p; . (EXPIRATION DATE: DEC. 31, 2009) June 12,2009 Albani, Thomas 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 -1995 Sec. 2. 6904 Parke East Boulevard Tampa, FL 33610 -4115 Phone: 813 - 972 -1135 •Fax: 813 - 971 -6117 www.robbinseng.com DALLAS • TAMPA FT. WORTH Job Truss Truss Type Qty Ply 903119HRS— Horizon Restoration T3381398 903119HRS Al MONO TRUSS 24 1 Job Reference (optional) Oregon Truss, Salem, Oregon 7.130 s Apr 28 2009 MiTek Industries, Inc. Fn Jun 12 15:34:34 2009 Page 1 I -7-0-0 1 7 -4 -3 I 12 -5 -5 f 18-0-4 I 28-4 -8 2 -0-0 7 -4 -3 5 -1 -2 5 -6 -15 10-4 -4 Scale = 1:50.0 . 7 8 2 94 12 3x6 = 0 �� I d 3x5 = 6 4% r 4x10 A = ' 3x4 5 1.5x4 �' 4 �'! �� - 3 [1 5x16 ---% 4.9 sr 0 d rA ....1 2 .— 6 40%14 cm 11 (tail 3x5 = 10 3x5 = 3x7 = I 9-8-1 1 18-0 -4 I 9 -8-1 8 -4 -3 Plate Offsets (X,Y): [5:0- 0- 0,0-0-0[, [6:0- 0-7,0 -1 -8[, 17:0-7- 2,0 -1 -8), [10:0- 3- 6,0 -1 -81 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /dell Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.16 2 -11 >999 240 MT20 185/148 TCDL 7.0 Lumber Increase 1.15 BC 0.89 Vert(TL) -0.81 7 >126 120 BCLL 0.0 • Rep Stress Incr YES WB 0.44 Horz(TL) 0.01 10 n/a n/a BCDL 10.0 Code IBC2006/TPI2002 (Matrix) Weight: 103 Ib LUMBER BRACING TOP CHORD 2 X 4 HF 2250F 1.9E *Except* TOP CHORD Structural wood sheathing directly applied or 5-10 -4 oc purlins, except 1 -4: 2 X 4 DF No.2 end verticals. Except: BOT CHORD 2 X 4 DF 1800F 1.6E 'Except' 4 -9 -0 oc bracing: 9 -10 7 -9: 2 X 4 HF 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 6-0 -0 oc bracing. Except: WEBS 2 X 4 HF Std G *Except* 4 -2 -0 oc bracing: 7 -9 6 -10: X 6 DF No.2 G WEBS 1 Row at midpt 5 -9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 643/0 -1 -8 (input: 0 -5 -8), 10= 1824/0 -1 -15 (input: 0 -5 -8) Max Horz 2= 270(LC 4) Max Uplift2=- 107(LC 3), 10=- 349(LC 4) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2- 3=- 915/0, 3-5 =- 579/0, 5 -6 =- 948/2675, 6- 7=- 945/2653, 9- 10=- 1725/501, 6-9 =- 524/177 BOT CHORD 2 -11 =- 71/836, 10 -11 =- 113/323, 7 -9 =- 2770/929 WEBS 3 -11 0- 552/190, 5 -11= 0/728, 5 -10 =- 287/0, 5 -9 =- 2382/652 NOTES 1) Wnd: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 6.Opsf; h =25ft; B =45ft; L =24ft; eave =4ft; Cat. II; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical 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 Toads. S O P R or 3) • This truss has been designed for a live Toad of 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will fit '�(( s s between the bottom chord and any,other members. "5 '' [ N E F / 4) A plate rating reduction of 20% has been applied for the green lumber members. �� �' A w 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 Ib uplift at joint 2 and 349 Ib uplift at joint C - =-- ' 62 10. �-.. 6) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. - 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. (SS LOAD CASE(S) Standard N � OREGON \ ' S'o '11413E1:0 p M q S A P� � (EXPIRATION DATE: DEC. 31. 2009) June 12,2009 a t ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MT7EK REFERENCE PAGE A1117473 rev. 10 -'08 BEFORE USE. Design valid for use only with MiTek or Robbins connectors. This design is based only upon parameters shown, and is for an individual building component. / (o)I' !it -11 ' - Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown L:.�L� .., is for lateral support of individual web members only. Additional temporary bracing 10 insure stability during construction is the responsibilliN of the �> '.* S- f«�. 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/TPI1 Quality Criteria, DSB -89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 281 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 I i e Job Truss Truss Type Oty Ply 903119HRS— Horizon Restoration T3381399 903119HRS AGE GABLE 2 1 Job Reference (optional) Oregon Truss, Salem, Oregon 7.130 s Apr 28 2009 MiTek Industries, Inc Fri Jun 12 15:34:36 2009 Page 1 -2 -0 -0 i 18-0 -4 2 -0-0 18 -0 -4 1 28-4-8 Scale = 1:50.0 294 12 3x4 14 0 •%� 1 d 2x4 I I 12 .- 11 9 10 rs 3x4 % 8 ii r4. 7 15 5 6 T �� 4.99 12 4 • 3 • a 16 0 3x5 d • S v 3x4 = 24 23 22 21 20 19 18 17 2x4 II 1 18-0-4 18-0 -4 Plate Offsets (X,Y): [ 11:0- 2- 0,0 -0- 151,(13:0- 9- 2,0 -1- 81,[17:0- 2 -0,0 -1 -141 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl LJd PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.29 Vert(LL) 0.02 14 n/r 120 MT20 185/148 TCDL 7.0 Lumber Increase 1.15 BC 0.19 Vert(TL) 0.08 14 n/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 15 n/a n/a BCDL 10.0 Code IBC2006/TPI2002 (Matrix) Weight: 102 Ib LUMBER BRACING TOP CHORD 2 X 4 HF 2250F 1.9E *Except* TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except 1 -6: 2 X 4 DF No.2 end verticals. Except BOT CHORD 2 X 4 DF 1800F 1.6E *Except* 10 -0-0 oc bracing: 16 -17 13 -16:2 X 4 HF 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. Except: WEBS 2 X 6 DF No.2 G *Except* 6-0-0 oc bracing: 13-16 12 -15: 2 X 4 HF Std G MiTek recommends that Stabilizers and required cross bracing be OTHERS 2 X 4 HF Std G installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 26 -4 -8. (Ib) - Max Horz 2= 200(LC 4) Max Uplift All uplift 100 Ib or Tess at joint(s) 2, 17, 24, 23, 22, 21, 20, 19, 18, 15 except 13=- 123(LC 7) Max Gray AU reactions 250 Ib or Tess at joint(s) 17, 23, 22, 21, 20, 19, 18 except 2= 310(LC 1), 13= 364(LC 1). 24= 273(LC 1), 15= 551(LC 1) FORCES (Ib) - Max. Comp. /Max. Ten. - All forces 250 (Ib) or less except when shown. • WEBS ' 12 -15 =- 395/141 NOTES 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 6.0psf; h =25ft; B =45ft; L =24ft; eave =2ft; Cat. 11; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) 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 Q,D � P R OFF End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. '< Ss 3) All plates are 1.5x4 MT20 unless otherwise indicated. s o 04 [ N .. 4: . / 4) Gable requires continuous bottom chord bearing. �� Q�„ 5) Gable studs spaced at 2 -0 -0 oc. ? - I 6 2 2,2-RE''' -- ,., 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • 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. :... 8) A plate rating reduction of 20% has been applied for the green lumber members. J �° 9) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity o �� OREGON �� N J. C' bearing surface. y � 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 17, 24, 23, 22, 21, y -. 1 1 4E3 ER 1 P . 20,19,18, 15 except (jt =1b) 13 =123. A, .vill S A • P � 6 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 13, 15. 12) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. (EXPIRATION DATE: DEC. 31. 2009) LOAD CASE(S) Standard June 12,2009 t • ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M17-7473 rev. 10 -198 BEFORE USE. Design valid for use only with Milek or Robbins connectors. This design is based only upon parameters shown, and is for an individual building component. ! p3 ? 1,� , , 1 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown �7 ��� G A u�' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the 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/TPI1 Quality Criteria. DSB -89 and BCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 281 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3 Center plate on joint unless x, y a offsets are indicated. 6 -4 -8 Damage or Personal Injury dimen I i dimensions shown in ft -in- sixteenths = r ulli = Dimensions are in ft- in- sixteenths. I (Drawings not to scale) 114014, an d ful Apply ply lates embed to both teeth sides of truss 1. Additional stability bracing for truss system, e.g. diagonal or x- bracing, is always required. See BCSI. 1 „ 2. Truss bracing must be designed by an engineer. For 0-/16 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator _ bracing should be considered. ■iliM 4 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate plates 0 ' %o' from outside �� O designer, erection supervisor, property owner and all other interested parties. edge of truss. o_ 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 the environment in accord with ANSI /TPI 1. Plate location details available in MiTek 20/20 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 THE LEFT. 9. Unless expressly noted, this design is not applicable for PLATE SIZE use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is nnon- structural consideration and is the 4 x 4 NUMBERS / LETTERS . width measured perpendicula responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that 46 Indicated by symbol shown and /or ESR -131 1, ESR -1352, ER -5243. 9604B, specified. by text in the bracing section of the 9730. 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER -487, NER -561 spacing indicated on design. if indicated. 951 10. 84 -32, 96 -67, ER -3907, 9432A NER -691 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. 0.00.■„ 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2006 MiTekO 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 ® e p environmental, health or performance risks. Consult with • EilKcti project engineer before use Industry Standards: 0 Q I.....,:ii..-z, ANSI /TPI(: National Design Specification for Metal 19. R eview all portions of this design front, back, words - 4 - � P 9 I Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB -89: Design Standard for Bracing. r 4%4 snot sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI /TPI 1 Quality Criteria. Installing & Bracing of Metal Plate MiTek Engineering Reference Sheet: MII -7473 rev. 10 -'08 r• Connected Wood Trusses. Robbins Engineering Reference Sheet: RE- 10 -10 -06 • Ste ' —Oa i() f D 1Nl C� MAY 18 2009 S r , ` an OF TIGARD ' r BUILDING DIVISION . ,: GON , , .. ... We're Just Better FACSIMILE TRANSMITTAL SHEET TO: FROM: JetryBurgess Don Toohey COMPANY: DATE: Horizon Restoration 3 -23 -09 FAX NUMBER TOTAL NO. OF PAGES INCLUDING COVER 503 -624 -0523 3 PHONE NUMBER OREGON TRUSS FAX PHONE NUMBER (503) 399 -8787 RE: DON TOOHEY MOBILE NUMBER Kessler trusses (503) 932 -2007 ❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY 0 PLEASE RECYCLE I received drawings from Ed of Western ArchitecturaL He said the truss drawing we did is what they are looking for. Here is the truss drawing and bid Please call if you have any questions. `ham, City of Tigard Don Toohey ' e • roved Plans r � / j Oregon Truss v Imo A Date 12 ` s Sales / Account Manager � ' ` It(61 CO lot OFFICE COPY [CLICK HERE AND TYPE RETURN ADDRESS] 0 . .. ' I . 1 STRUCTURAL IDETALS A\ID CALCUL-A- TIO\S FOR NEI) TRUSSES TO FLACE FIRE-1:D4MAGEID RESI1DENTI4L ROOF FRAMING. Prepared 'or: Kemper Insurance ref:Marcia Nelson Site address: Kessler Residence &01 SW Oak Street Portland, OR 91223 !_iate: 23-Mar-09 ..... ..L. l . u.._ -.' i'i i? 0 E. r _ Western rah . Froloct No. . !7 7) 09-046:? I r:- PIRE -•,‘ f 7 f ':%.,'., t /1 .,':_::, L. ....:..fl______:..:1:_12::: s .'... • '.,.) Frearec icx..: Edward W. Grabauor, FE. Iff, 6 Western ,:-=,rcnitectural './ Ote/ '";',k$,, 1022^ SW G;reenburc, Fd„ Suite 12E; WESTERN ARCHITECTURAL I i Portland. OR ?..)722:3 CO3) 2 1-CE' BUILDING SCIENCE CONSULTANTS , .....t r CONTENTS scope or work 1\1- structural notes N truss notes N - structural details / constr. documents S -I tnru 5 -0 calculations G -1, G2 { 1 1 111b:,_ tisk, Amy nra, OS-C40 10 � 5 £r b t, z. 5i "O # s i Kg5- Or �C psici�r , G - 1 'ar - O ° WESTERN ARCHITECTURAL GGntEn S BUILDING SCIENCE CONSULTANTS I I 0 • SCOPE OF UJORK Tr :e rG.'e of structural engineering 5er vice5 provided by Liestern r- `.rG!'ll'LjOGLU!'ai (:.i1.4i It'. i,hIS document LiackclG,e IS St"IGtly limited t ✓: I. :structural details and Ca.cuations for new pore - engineered trusses tO replace existing fire - damaged roof framing, per 200( 150 12007 0550. The residential roof consists of an orioinal roof Structure, 'upon which a secondary roof was built, covering a north addition. T ni5 additions roof framing. suffered e' ✓.tens ve fire damage over large areas. This additions r!iof framin is also severely underoesigned. Therefore, the entirety of this auditions roof framing is to be repaced'wiih trusses oer 150 3403.2. The roof framing over the original structure was not affected by fire, and is thereFore not within the scope of repairs bekng performed. The new trusses are designed tO cantilever, there.bu lessening the load to the original roof structure, ser`✓ino as an improvement r- ti r th original ever eri5tin� curditi�ns fo o: iq,na, naming:. 4rcritecturai details such as roofing, flashing, gutters, drainage, finishes, insulation, windows, doors, fire, eiectrica' :, plumbing,. mechanical, etc., are specifically excluded e the structural enoineeerinc wor< berf ormed by W.4. I I 0 -04(0 E KesSieY WESTERN ARCHITECTURAL BUILDING SCIENCE CONSULTANTS scope of work. ? • STRUCTURAL NOTES 'Existing Conditions: C rtra s aL / rif5 ail evistinc conditicn5, dimensions ano e evatior,, and not y tr engineEr of an dacrpo- ancie5 iron conditions sncwr, in to for to stor :Ir.o u:Jry . Temporary Shoring: Gonuaotor s> _:ii be reso onsibie f 'r an tsrnodrary s'r:,rind required :o or o : /iQe starJiii y c!ur course. or Sawn Lumber: /• 1' ' e �,' b L e content, f--.,. ;timber ., o;i �.� :din dn...d, 18 "`� moisture ,�n.ent, E ccades l O s ud5 „IOlsts, Oates, headers, rJ!so: 1 ' 2 beams and ode. ts: (posts n°e.d not be <iin dries) 1'• 0. I Plywood Sheathing: b G -C ' r' -'+ :� S�Eat�'n:? 5�� -ai' ' � with , ✓.' /.L- 'rICJr �IUE = a-.. L-; rated, of this 'ollo;uino tHic<nesse5 and inde /eis Lj)'LO: roof &hea :hin?_ : 5/32 T4!� Inaer. 32/16 olywooci or 05E3 ;us bane: clips it nc TfiG) nail &d a o.c. ) pane': edges nail ad ' 12' o field • Nails and fas .eners: 4i1 nails s en be common nails with min. Fyb = SC i:si. bolts and threaoeo rLocis sh be 4307 or better. pre - o -dr'I i� /o of 5hian!C diameter For all IaCi. SGr °lilS. rl■ c b r n O r d meta ._onnecti,Jn ,.ardware s?"?oiS b:. Sin Stro +�r,;,ie 'U iii and installed oer speGf Cations• oro✓ideci by manufacturer. Fire- Damaged framing: Framing, members which ciC' not reveal natural wood C ) 2r when l!� ^tly scratC •ed across Its surface with a ncii steali be- corside.'ec c- iarrec beyond lirnit9 and replaced per details pro :'icieci. � , f\F'.sP.ler Res CQ °r.JE 2.3 -Mar -c � WESTERN ARCHITECTURAL BUILDING SCIENCE CONSULTANTS structural notes I`t-L • . . FE—ENGINEEREID WOOD TRUSS NOTES Desi Loads: T rues shall be desioned by truss manufacturer or the roliowino do ioad and minimum iii/e 106d oer 200 15C- Dead Load: 15 psi (For typ composite roofin) Live Load: 25 psi (snow) Erf7Theer must be motirleci rec..76rdin: roorinc." Qt'' :liar bornoosite e. Truss Construction: trusses shall be, desionepl Per t 'National Design Specifications for Wood Construction (1 bu t- l and tile :IDesien Sbecif,c-ations for Lt '.' Connected UJood. Trusses bs t>is. TFI. Trusses sl be Fabricated accurately to pride., tiohtly Fitted jc. _ russes s': be oresionsci to ac:corrirric.Dciate all Ft 'hard:J-3re and - connectors shown on Oetalis herein. Trusses shail be.ar ID mar. Top Chords: 4ii truss to c'r..orcis are to be 2/ .=- r_D-F no. 2 or better. ,L to chords which are not in contaci, with 5 shall be- brace6 aborooriateLi wltk bracind supolieci by truss manJracturer. and shown c-Isaris on slhoo drawinos. Truss Connectors 41i truss connectors shali be dz.:L./ante-el sheet steel c.onfr.)rmine to 4.571 rabe ..) 3. Zino coatind by hot clip shall conforri to 4:2 .?)24, 6;rade O. Shop Drawings: 5r drawinc, shall ircluoe manufac- 5 data or :umber, metal olate5, i etc. Desic shall be based on FIELD t (6' XC. rrorr the scc of wor. Pi: W.1) correspondind to the general naberne.nis 5%1c:win on roof Flramin.i.:.. orOVIC1'530; os W.4. Shoo drawings shall include, a list ;.. applied loos and loaci combinations used for sac' rU55 di..5.,isicin. Sti cirp_:Auin s shall be submitted to the Engineer Of Record for a_pprovd to Fabric_ation. i ,, , 1 , \ 1 .. . „ .., . „ .. . .. . . . Kessler Residence 23-1 , 1 WESTERN ARCIIITECTURAI 1 BUILDING SCIENCE CONSULTANTS trUS5 notes N-3 .. .. . .... • I . .: ,., I . ' : '' , i'V''',''',4,„ - ;' , .k: , '',•, i - -; ::- ,- - " : '*• , ,;. r , ..• , , , , .: , g':: '.•. '''. ' . .. , :, „ , 1 ; A ,' , .. , , ,, ; , , , ,w, , , , 4A, ca , „.-.. , — • .„ .. - . ,. , :: - H FP-A t-A■Ki C_,, . , \ 7, ' - ••-• ... :' , ;,,, , •„!-,::::.i,y.:: - ; ,,-....•:.i.::,:',-. .. ', ' :t ',' ,,,'--, '---,- • , , - - ----- „...... , ,., . , .„ ,. ....,.. - ... ".. ,.... : , . , . . ,, ... . „ ....„ 11 .,.....- .: ,. ,...... . , :.. 1 5v oxy,_ 1 ,. :,•,-,,,,,,,,,,, ,,,,,i, ,,,,,,, ;,..., , ;;,." .!.., ,'; 1".." . :';':Z=7,.;:::IIf4;.,d:AK:',:-,-.''...::,Z, :, -, Ak ''',1 ,'': „ ' ,' '''''''''', '-''.;,• ' ‘,_ ..: , ..'11. ,',•.'., ''': . ..- • •,-,:1:11:::,1',;;`;,','„1:;,;:::,,:,,.;.i, . , , . •.-...„ , ' : ,_ .„ 1 .:122 1 ..._:`::__ 11 f-4.../ . :1L'":'... - ,; , !Li...:-L-:.'. '''.', l'•,'''. - I t., 1 1 frfa.s '' SITE F)LAN TZFra.k?,,,'")Z.,-:lr£1.2"-V..a,i<,VS.Vgtt.eFf'..rrgtinntZVMSAr.g'.kr"-:..,AWAr..d.'Mti!MKor=?IMEMVe:.,!r,z.N,M..MRWM.'"XFM'ttn%Vr.a.,XWRI':'!M'","I'-fVafWrtraaCCIWI I 1 / I '''''' 'tigt , k , ! . 41e:0 l'fil•-i';'11?'1;;:', O-0,40 c V nvc-itiz,,, 1 ,, atelT:eiy-1,,,ovig A, ,, ` ..,, ,o-ei t'.1. lo ,,,,.. , '4/. Kes51sr ,.p..sicie.r.:-..-s n r--- , - - -,a 1 ' WESTERN ARCHITECTIJRAI, I . BUILDING SCIENCE CONSULTANTS 1 SIT FL4N :_-,- 1 I . ' ' 0 --, ly i,..._-, Ill (1) Us i II i E 7 iii i If i 1 " N . I I . L i l ''- t',. : — ,...\)'.), t, I I - f i ■•• / ' , I I .. .., • - - re • ZA b. 1 11 fi G1122 WESTERN ARCHITECTURAL BUILDING SCIENCE CONSULTANTS . , i ........-..-..........—..--.....---.--........—....—..........--.___--__--..-..__-_-__....-....—_—_ _ — 1 I 1 1 I F.X.:::::. RC:777- 4 RG -- I ' .„ ---... To SF. REF'.-4',SEE7 ....' ` 1 I r i '■„ .. , , i e tc 74 0..s. ESE RE r'''. /Ea 12 N , i -------.-, , i 1 1 . -..... , i •- ', i -. ' 1 1 • ... 1 1 N7ER:OR 5=FRIrif.. Zi;40._.L I • Ili2.L.._ 1 : EX".TC3 WE:R:0R 1 - 1 . . I I . ! 1 EX.51 EXTF2 • 1 : I 1 I I./ n-c,' 41- 1 I . 1 I I . I . I ■ I I I ., ,,,.....■px.rit, „. . / it \s, sEcTioN =I EX STING FRAmING ,,,„„.,.. ^4.,,;:=4. Z.R.1. ' 4 if i A cEszi 1; ii • Ct. tV ...,, ■!..' 1 47 ;4rX4■74, , , .,Tsc,47,77 'iiiiigU,,,.<74,ks, i•- r 'It- ,...." -.)— ,-../ —r ..,0 EC Ogliiii,A,5 *44tiAvAvd,th 4 W4,1/27 , .*,, 't;,`X -0,N.,i'k,ViiFWX- 14. "AIRA:0k, 1 -1:t6.4 , 1ft.cf:e/ ''Afn g l'ZIV,4, 23 ..„4:A \L i i '''i-',1 I WESTERN ARCHITECTURAL I SECTI01 EXISTING 1 BUILDING SCIENCE CONSULTANTS . .... • - R,.:SSES " 'LAN 51h1F5C..'iN 1-13 5 SF= SCT. NOTES ... E. TRESS 4,3&ca) 4-0 r.,-.c. RFC N=•‘.1) ••.. .... , .. ... ROOF :34F-47 . .. .. . . • •. . So 11% 4 Q.-. , '-'l ..-. ,.... ..., . . 2X 51...KG :id 5) I-1/2 Di4,. -01....E5 . .., \iFfR'sl0 5 Or FOR E• "5: 0!-R `-",,i4 's c. . . . . . • . . . . . , •,/ ...., • ‘ . ... .... • EX57:21 s .. ' E:)R"'" :JAL 1_ , ' ,.. F4SC. — • 50./.4R:.. . .. MATC-i--1 EXSTG AFFRC.."X 1'-0 . , • EXSTC:-.- EXTE.R0 _ ;• ,: Ai . s....„,-,:_..._ • :s.1" . ..!/ ''‘ // ' f ETAIL - TRUSS .=;; # ,.....,:'"' Li . ,I wrvonlitahreaftemWaXetrITY:411 , {1„ 4` a= . '. 1 0 -0 e \ /7. :7 ..., 46 I EC- , )•i••,:.••% , , , •), 4.:•1'.4.` i•PV`11,4"•%V';'.:•'L',.1 ::=,,,, "'"1.•:1;"4',." i ,:-.4,4 ' "7 : ,,,,., 5i:,,!;:=,1:, '‘ i':4 li J."' \ .\ I Z-.)- iar-, f'—'1 _ WESTERN ARCHITECTURAI., I bUILDING SCIENCE CONSULTANTS 11 EDET4IL - 7 S S' 5-'- • , • 1 - I 07 X 31 2/ 5LK.C..1 s' 5R4,C"--E ., RAKE CC."-'4\11T;ON SCREWS-) .- ..1/ aci fi,' 0 c NAILING TO FES'S' L..1T- 1 TRUSS a)=55 =OR BRACE 7 — 1 CLEAR4NCE L....: I (.4) IC:o 1 NAIL INC.:1 i EX5T G.. E WALL 2X0 5R4CE 1307.- I e 6-0 -._:;.c.-.. 1. E..5 I • .. 1 i • 4 .. NA L 2X 4(... :..1.=5 5 — ANE.5E 51/1P5ON i 1 I fne.a, 47 5R4C7..E5 1 2 tr. X "i.: V2 5CRELIjS V TRU5SE,5 . 1 — PER P. i. 4N 1 . -'-': r -- ----4------ I 77-77" I I I I . , . . . 1 I I I z e - q., .31; A, i I ,aip, AT:4w 1, i i, DETAIL - FeAKE 4 EN ID TRUSS ,417....084,3,4144,0.9,,,i#13.71,1W. . k.■ s 3; 1 cEst 0 CI= ! "44b,, ( - ti ' 1 Adk ARO& 41,0 IV*, 0 ,..,--,40 =,--- sia, AlvA400A , -, ,,,,,,,, 4,, f4: ,A4sty,00,,4644, 4, ■40.4*;;:?, :___.— . ' '''" '" --- V4Vv*Atoww , ,, ,,,, ,mil ,,,,ap. ' 1 4, VVAtifi0Y ' Ing:4V* I ff* VVP'' TM^,•* 1 3 'Kessler ReSiej.sn;= 2 x3 1N'ESTERN ARCHITECTURAL ' ... BUILDING SCIENCE CONSULTANTS :DETAIL - RAKE 4 EN 7r 11 i 1 1 I i i 1 i i i CALCULATIONS Note: Construction snail be based upon structural details on l. . Galcuiations presented nere.in are for engineerinq -eference onij and seal: not be interpreted b' others for construction: purposes. hesign Criteria: code I5(5 20C/o ' OSSC 2001 ouildinc cateo& J II site class D seismic design catecory D { ;,s 1.0S , 2 basic ;vino speed 9= .5 mph 3 -sec dust) exposure 5 floor loads dead n/a ii n a roof loads dead. psf live ;snow) • 2:. psf i 1 `�'s3> r�`t, id's" s 'd i . A ^. a s >f s 4 3.. r i ✓stir �� 9 Y a � ! xIG� � � ? , . Kessler Res;den�6- 2 3 -' Ian -0 WESTERN ARCHITECTURAL [ BUILDING SCIENCE CONSULTANTS ! calculations G • . , t .., i ; i 1 2A- IC) i I I , v ...._. 1-- -1. - r 1. 1 I o ( 4 p7c..),--L /. ( -r- t',. -- 2.4.:4-LE E ! i F I I -;. L I 9 ..c: a, t...1r,_ k I' - i• 2141 .---) r 5--{ 7 c C tf,.-4-k ; I , i d L LA_ 0I-L1 l , 1 2 --- 4 ( \ - .. 1 ) -) - -LF .-- i I 1 ■ ..." 4 F" - .) X 7- " P.E..P.i .=- I C7) t- Y1 •,4 x 2 - I t.-A : ,---': i ' L_ i ' -- C:' : of ' , < 4 , - , r::- 5 ) F- PIS: ,,,,L L___— ..,... 1 I I Lot-LL I , 1 t ) D = ( "3-, - 5 t ,,E.A.c i c•c )< (---.7z 4 t CD - (C" 1 >c 2 - c"- -- 319 • L T; s,. , t ,-, r i , c4._ I I 1 1 1 1 1 - : - T;TOPS. 3b1.1112 t r'' , f ■,.../ -J ......"r lc. Fr Kessler R. e5ide m I 23-I'lar-Q et WESTERN ARCIIITECTURAL I I 6 UILDII4G SCIENCE CONSULTANTS i cair_ula•LionE-, r _2 I 1 I 1 E...K.:".., ..-. I -............---.... 12 : '-',..`•, :::::::'"-----. I ', 3 1.1' c''s c.".- TR...5.C . 1 1 ...D.„ TR....;.'5;15 .• i -0 c.4-- I ; Si-......._ r4r.... EfF.I.LR DRF„;•_ i ;••• • ..._ i ---- -...._ ; ; :'.. ' ••;,C; ROO4 .R.7 ; t EAV. — ONE•44;"...4-4;:ci... 6: .`,. ' i - , --- _,------:---•-":/-\ • - 12 ____.--___-- -- ----„--- --..- \ ... 1 1,;•.1...12,<C, _ T'. -1 BET.LEEt; 54.0"...:T .4o.DRE! OR.:..."1.4;_ FcCO C TR.....5b ESEARNG 1 :-."1.9..ON ..i; c• 1.4725 c 1 I I 1 1 I : 1 ; 4 1 1 +/- 1 1 . 1 1 1 1 417 65.171* i/ , ,,,. „ SECTION - NEW TRUSSES , ...., 1 tr mons.wr,r,s.tatmnrw..;m1 I, p ii , ;,:'• r - ....-- ' Oita -51:4W it Viiii 10;tfii\ , I Iftf,n410 '9xotiitor v q,,,,Riogp,,, Kessler Re3.,5icienc....,5: 23-Va-c WESTERN ARCHITECTURAL BUILDING SCIENCE CONSULTORS SECTION - I TRLISSJES , , -..-, I I .., . • Job:9O3119HRS 9O3119HRS-- Horizan Restoration bOFt:1860 Batch :1 Trusses: al Page: 1 al Q =30 ' 6 -4 -8 f 11 -11 -4 17-6-0 6-4-8 5-6 -12 3x4 4/12 3xs i . 3 x8 0 8.03/12 9 -7 -15 1.5x4: ` "0 1 1 3x s so5.2 9 9-1-14 3xq 1828.5 17_6 -0 iss97 9 12 -0.0 1 9 -1 -14 f 8-4-2 a5 1 1 -6 -0 H -P 29 -7 -7 H L:3 -15, R:3 -4-3 OHR L:2 -1 -5, R:11 -0 -1 E(ST .. . . • , . . • . . • ,• ,; - . : • r . .. ,.' / : .. . . .. . . . . . .. A . .: . . ... ' I / I '1 . . .... - ... ... . . . . : !Ill r ....: . . .... 1 ril H L 00 V 0 0 Tr o r - ..-:,-;-- . ...... .__..... .. Ilftift TV---.0 5S t> o M•l s t o 1 S .1111 Mftli ft l ! u lluuuim v opiiiiipv 1 4 -- • t 10' -6' +/- n-6" +/- 1 CANTILEVER i.