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Home My WebLink About2505 PALOMAR AIRPORT RD; ; PCR13047; Permit04-22-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR13047 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title 2505 PALOMAR AIRPORT RD CBAD PCR 2130201800 Lot# _ $0 00 Construction Type 0 NEW Applicant JOHN SANDAHL PALOMAR COMMONS DEFERRED TRUSS FOR 2505, 2519, 2521 PAR Owner Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 04/11/2013 JMA 04/22/2013 04/22/2013 760-438-7500 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $250 00 $0 00 $0 00 Total Fees $250 00 Total Payments To Date $250 00 Balance Due $0 00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Govemment Code Section 66020(a), and file the protest and any other required information with the City fvlanager for processing m accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar applicatton processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has previouslv otherwise expired ^ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www carlsbadca gov Plan Check Revision No. Original Plan Check No . ProjectAddre^^^S^^^l^^^^/ PcAa^^r i\<^fiaJrli(np,te ^.-/|-/^S \y^kK 5>kwcU.L( Ph y^-^i^'S-ySc^ Fax Contact Email Contact Address ^<^S^/ ^O^- City ^^hUL^f Zip ^-^^S General Scope of Work ^ r[r<Srf ^ [ /A-^fv> A //-^ ^ Ysg Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised [^Plans ^Calculations • Soils • Energy • Other, 2. Describe revisions in detail 3. List page(s) wtrere each revision is shown 4. List revised sheets that replace existing sheets 5. Does this revision, in any way, alter the exterior of the project? • Yes No 6. Does this revision add ANY new floor area(s)? • Yes \^ No 7. Does this revision affect any fire related 8. Is this a complet^let?^ ^Signature— 1635 Faraday Avenue, ad, CA 92008 Pti 760-602-2719 Fax 760-602-8558 EniaiL building@carlsbadca gov www carlsbadca gov EsC3il Corporation In (PartnersHip witH government for (BuiCdtng Safety DATE 4/22/2013 • APPLICANT ». JURIS JURISDICTION City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO pcl20016 rev(PCR13-47) SET I PROJECTADDRESS 2505, 2519, 2521 Palomar Airport Road PROJECT NAME Roof Trusses Package for Palomar Commons I I The plans transmitted herewith have been corrected where necessary and substantially comply with the junsdiction's codes ^ The plans transmitted herewith will substantially comply with the junsdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff r~l The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck r~] The applicant's copy of the check list is enclosed for the junsdiction to forward to the applicant contact person I I The applicant's copy of the check list has been sent to EsGll Corporation staff did not advise the applicant that the plan check has been completed r~| EsGll Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Email Fax # Mail Telephone Fax In Person ^ REMARKS Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i e , a "review" stamp on the truss calculations or a letter) \^ * By David Yao Enclosures ongmal approved plan HJ (/^^^^— EsGll Corporation • GA • EJ • PC 4/15 9320 Chesapeake Dnve, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad pcl20016 rev(PCR13-47) 4/22/2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO pcl20016 rev(PCR 13-47) PREPARED BY David Yao DATE 4/22/2013 BUILDING ADDRESS 2505, 2519, 2521 Palomar Airport Road BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION AREA (Sq Ft) Valuation Multiplier Reg Mod VALUE ($) trusses Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review I I Repetitive Fee Repeats • Complete Review • Other •—Hourly EsGil Fee $250.00 • Structural Only $100 00 Hrs @ $200 00 Based on hourly rate Comments Sheet 1 of 1 macvalue doc + TRANSMITTAL No. 00037 PROJECT: Palomar Commons Shop Buildmgs TO: Andrew Hull Stevenson Architects 5465 Morehouse Dnve, Ste 260 San Diego, CA 92121 DATE: 3/r8/2013 REF: SubmitttfTs 06100-002 PHONE: ATTN: 858-220-7224 Andrew Stevenson FAX: 858-546-3009 WE ARE SENDING: SUBMITTED FOR. ACrlbfttJAKEJV: . ^ 13 Shop Dtawingi 0 Approval CJ Approved as Submitted im Letler • Your Use n Appioved as Noted • Prints 0 As Requested (Zl Returned After Loan n Change Order D Review and Comment [H Resubmit • Plans D Submit D Samples SENT VIA: Q Retumed D Specifications SS Atf jched LJ Retumed for Corrections Sf Other Made from Submittal O Separate Cover Via E-raail Q Due Date ITEM NO COPIES^DATE_ 1 ^ [ 3/18/201 ITEM NUMBER 06100-002 REV. NO. DESCRIPTION 001 STATUS Title Rough Carpentry Desc Truss Drawings NEW with Calc's & Layouti. ^arks. Truss Drawings for Palomar Commons foniPur review anskapproval r NO EXCEPTION TAKEN g MAKE CORREaiONS NOTED r REJEaED r REVISE AND RESUBMIT r SUBMIT SPECIFIED ITEM CHECKING IS ONLV FOR GENERAL CONFORMANCE WrrH THE OESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS ANY ACTON SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS CONTRAOOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTON, COORDINATION,0F HIS/HER WORK WITH THAT OF ALL OTHER TRADES AND THE SATISFACTORY PERFORMANCE OF HIS/HER WORK REVIEWED BY |jK ^YONS WARREN ENGINEERS AND ARCHfTECTS DATE |o3/20/13 SWDIEGO, CA 858-573-8999 Provide professional engineers stamp on calculations GRANT GENERAL CONTRACTORS EXCEPTIONS NOTED O MAKE CORREC TIONS NOTED a REVISE AND RESUBMIT • SUBMIT SPECIFIC ITEM THIS REVIEW DOES NOT RELEASE SUBCONTRACTOR OF RESPONSIBILITY FOR ACCURACY OF DETAILS AND COMPLETE FULFiaMENT OF CONTRACT REQUIREMENT OTHpR REVIEWS REQUIRED -^"iSjTCHITECT ELECTRICAL ENG. MECHANICAL ENf STUfWU Submittal Ng. CC: 5051 AVENIDA ENCINAS CARLSBAD, CA 92008-4380 Cxpedilion ® Signed: GRANT GENERAL CONTRACTORS PO BOX979 PHONE 760-438-7500 92018-0979 FAX 760-438-3056 Kathleen Beck Lie 573265 www grantgc com Raenette Abbey Fromt $enlt Tot Cct lubjecit Mibe Peterson Monday, April 22, 2013 7:15 PM Joe Klimczyb John Sandahl; astevenson@ahs-a.com; Marco Urrea; Raenette Abbey Re: Palomar Commons Request from City Plan Checb Got It Thanks Sent from my iPhone On Apr 22, 2013, at 6 40 PM, "Joe Klimczyk" <iklimczvk(5)lvonswarren com> wrote John/Mike, The design ofthe trusses was in conformance with our plans The plans and calculations are approved as long as they are accompanied by a copy ofthe calcs with a professional engineers stamp Joe Klimczyk Junior Structural Engineer LYONS WARREN engineers + architects 9455 Ridgehaven Court, Suite 200 San Diego, CA 92123 Phone (805) 439-2560 Phone (858)573-8999 Fax(858)573-8998 From: John Sandahl [mailto isandahi(S)grantgc coml Sent. Monday, April 22, 2013 5 37 PM To: Joe Klimczyk Cc: astevenson(5)ahs-a com, Marco Urrea, mike peterson^carlsbadca gov Subject: Palomar Commons Request from City Plan Check 4-22-13 Joe, I submitted the California Trus Frame Plan to the City as a deferred submittal I submitted the plan that you reviewed, see your stamp attached, with the addition of the professional engineer's stamp that you had requested Plan check has reviewed your attached stamp, and has requested verification from you that your initials JK on the stamp mean that you have reviewed and okayed these drawings and calcs They wanted to see a signature, but will wave that requirement if you will send a confirming e-mail to Michael Peterson, Development Services Manager for the City of Carlsbad mike peterson(5)carlsbadca gov Please copy me on your communication, or send to me and I will forward The City is giving us an inspection tomorrow morning based on Mike's confidence that you will send this e-mail, so if at all possible, please send it tomorrow morning Thank you, john From: Administrator Sent: Monday, April 22, 2013 5.03 PM To: John Sandahl Subject: attached image RECEIVED m Q1 tm APR 03 2013 PABONCOMSTRUCTIpN GRANT GENERAL CONTRACTORS California TrusFrame LLC ISS PLACEMENT PLAN AND CALCULATIONS PROJECT: PALOMAR COMMONS LOCATION: CARLSBAD DEVELOPER: SUDBERRY DEVELOPMENT CUSTOMER: PABON CONSTRUCTION Project No. M14576 23665 Cajaico Road, Pern's, CA 92570 (951) 657-7491 phone / (951) 657-0486 fax PRINT DATE: 04/01/2013 MITek MiTek USA, Inc. 14515 North Outer Forty Dnve Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 Fax 314/434-9110 December 18,2012 To whom It may concem Re- Turb-O-Web Trusses This letter is to certify that MiTek USA Inc. assumes responsibility for the structural integnty of the sealed Turb-O-Web Truss designs provided by our professional engineers based on the parameters stated on the face of the engineenng designs Design procedures for both lumber design and plate connections are in full comphance with the Amencan National Standard "National Design Standard for Metal Plate Connected Wood Truss Constmction" ANSI/TPI 1-2007 Section 104 11 Alternative materials, design, and methods of construction and equipment, of the 2012 International Building Code states. "The provision of this code are not intended to prevent the installation of any matenal or prohibit any design or method of construction not specifically prescnbed by this code, provided that any such alternative has been approved and that the matenal, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code " We hereby certify that the Turb-O-Web is an acceptable alternative to conventional truss webs with equivalent performance Sincerely, Stephen W Cabler, P E Senior Vice President Engmeermg and Techmcal Services eg Turb-O-Web USA, inc 2665 H Atlantic Ave # 400, Daytona Beach, Florida 32118 Toll Free 1 (888)750 6005 Fax (321)747 0306 Email iohn@turb-o-web com Website www turb-o-web com Tne Turb-O-Web ^ system is protected ir. the United States by the foliowing US patents - #6,176,060, #6,249,972, #6,415,.511 #6,688,067; and #6,842,981 with further applications penduig The use ofthe Turb-O-Web ™ system requiies a license from Turb-O-Web USA, Inc ANSI-TPI 1-2002 Clause 3.7.6.1 limits maximum gaps in ali joints (not being floor truss choid sphcss) to be no more than l/8".This clause provides a method of measuiement for ''joints designed with single points of contact between adjacent members as shovvn on the Truss Design Diawiftg, the inaximuin gap between al! contact points shaii not exceed 1/8" Reference is then made to Figure 3.7-3.The relevant portion of Figurc 3.7-3 showing a joint 'designed with single points of contact is shown below'" - \ > I 1/8* mm. gap al af points of asntaot Reference should be made to the original complete document ANSI/TPI 1-2002 jJob Truss Iruss lype Qty Ply Ml 4576 PALOMAR COMMONS MJ 1 BLDG 4 AA01 MONO TRUSS 26 1 Job Reference (optional) California TrusFrame LLC Perris CA 92570 MJ I I Run 7250s Aug 25 2011 Pnnt 7 250 s Aug 25 2011 MiTek Industries Inc Ttiu Mar 14 09 24 05 2013 Pagel ID''rHHVfC68HYlzN7yWOosPQzb2vd-9E__4hZYHGK'VxCJGqsc5nFGRTTMvdObpnGA0izzb1XO 658 , 1 0-0 6-5-8 Scale = 1 23 2 Camber = 1/8 in LOADING (psf) SPACING 2-0 0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 20 0 Plates Increase 1 25 TC 0 50 Ven(LL) -0 07 2-4 >999 360 MT20 220/195 TCDL 17 0 Lumber Increase 1 25 BC 0 30 Vert(TL) -0 20 2 4 >366 240 BOLL 0 0 * Rep Stress Incr YES WB 0 05 Horz(TL) 0 00 n/a n/a BCDL 10 0 Code IBG2009n"PI2007 (Matrix) Wind(LL) 0 00 2 .... 240 Weight 24 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 &Btr G BOT CHORD 2 X 4 DF No 1 SBtr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0 0 oc purlins BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 2 = 388/0-3-8 (min 0 1-8) 4 = 281/0-3-8 (min 0-1 8) Max Horz 2 = 101{LC 6) Max Uplift 4 = -11(LC 6) FORCES (lb)-Max Comp/Max Ten - All forces 250 (Ib) or less except when shown NOTES (7) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7 05, 85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25ft. Cat II, Exp C, enclosed, MWFRS (low-rise) and C-C lntenor(1) zone, cantilever left and right exposed , end vertical left and right exposed,C C for members and forces & MWFRS for reactions shown, Lumber DOL=1 33 plate gnp 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 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 txjttom chord and any other members 5) A plate rating reduction of 20% has tjeen applied for the green lumtier members 6) This truss is designed in accordance with the 2009 International Building Code section 23061 and referenced standard ANSI/TP11 7) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard /5U Job Truss truss lype Qty Ply Ml 4576 PALOMAR COMMONS MJ BLDG 4 AB01 Diagonal Hip Girder 1 1 Job Reference (optional) Run 7 250 s Aug 25 2011 Print 7 250 s Aug 25 2011 MiTek Industnes Inc Thu Mar 14 09 24 05 2013 Page 1 ID •'rHHVfC68HYlzN7yWOosPOzb2vd 9E_4hZYHGK''VxCJGqsc5nFGR6TK6dOmpnGA0izzb1XO , 9 0-2 California TrusFrame LLC Perris CA 92570 MJ 1-5-0 1 50 4 4-0 4-8-2 3x4 I! Scale = 1 226 4-4 0 4-8-2 LOADING (psf) SPACING 2-0 0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20 0 Plates Increase 1 25 TC 0 46 Vert(LL) 0 00 1 n/r 180 MT20 220/195 TCDL 17 0 Lumtier Increase 1 25 BC 0 41 Vert(TL) -0 02 1 n/r 120 BCLL 0 0 * Rep Stress Incr NO WB 0 04 Horz(TL) 0 00 5 n/a n/a BCDL 10 0 Code IBC2009/TPI2007 (Matnx) Wind(LL) 0 01 1 n/r 120 Weight 39 Ib FT = 20% LUMBER TOP CHORD 2 x 4 DF No 1 &Btr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 5 = 353/9-0-2 (min 0-1-8) 2 = 154/9-0-2 (min 0-1-8) 6 = 539/9 0-2 (min 0-1-8) Max Horz 2 = -100(LC 6) Max Uplift 2 = -53(LC 5) Max Grav 5 = 452{LC11) 2 = 324(LC12) 6 = 549(LC13) 9) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 11) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard 1) Regular Lumber lncrease=1 25, Plate lncrease=1 25 Uniform Loads (plf) Vert 1-2=-74 Trapezoidal Loads (plf) Vert 2=0(F=10, B=10)-to 5=-212(F=-96, B=-96) FORCES (Ib) - Max Comp /Max Ten - All forces 250 (Ib) or less except when shown NOTES (11) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25tt. Cat II, Exp C, enclosed, MWFRS (low-nse), cantilever left and right exposed , end vertical left and right exposed, Lumber D0L=1 33 plate gnp D0L=1 33 3) Gable requires continuous bottom chord tieanng 4) This truss has tieen designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) * 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 6) A plate rating reduction of 20% has been applied for the green lumber members 7) This truss is designed in accordance with the 2009 International Building Code section 23061 and referenced standard ANSI/TP11 8) This truss has been designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads Job Truss Iruss lype Qty Ply M14576 PALOMAR COMMONS MJ 1 BLDG 4 AC01 MONO TRUSS 8 1 Job Reference (optional) California TrusFrame LLC Perns CA 92570 MJ 1-0-0 Run 7 250 s Aug 26 2011 Print 7 250 s Aug 25 2011 MiTek Industnes Inc Thu Mar 14 09 24 05 2013 Page 1 ID •'rHHVtC68HYIzN7yWOosPQzb2vd-9E_4hZYHGK'VxCJGqsc5nFGSnTKTdL6pnGA0izzb1 XO , 8:58 100 4-4-to Scale = 1 29 1 Camber = 1/4 in 4x5 3x4 = 8-5-8 Plate Offsets fX.Y) [2 0-0 14.0 1-12] LOADING (psf) TCLL 20 0 TCDL 17 0 BCLL 0 0 BCDL 10 0 SPACING 2 0-0 Plates Increase 1 25 Lumber Increase 1 25 Rep Stress Incr YES Code IBC2009/TPI2007 CSI TG 0 42 BC 0 39 WB 0 21 (Matnx-M) DEFL in (loc) l/defl L/d Vert(LL) -0 12 5-8 >856 360 Vert(TL) -0 35 5-8 >285 240 Horz(TL) 0 01 2 n/a n/a Wind(LL) 0 00 5-8 >999 240 PLATES GRIP MT20 220/195 Weight 37 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 SBtr G BOT CHORD 2 X 4 DF No 1 SBtr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0 0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 6) This truss is designed in accordance with the 2009 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 7) This truss has been designed for a moving concentrated load ot 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 8) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 9) This Job conforms to LA City code as ammended 2011 LOAD CASE(S} Standard 2 5 Max Horz 2 Max Uplift 2 Max Grav 2 5 475/0-3-8 (mm 0 1-8) 385/0-3-8 (mm 0-1-8) 133(LC 5) -7(LC 6) 514{LC 10) 471(LC13) FORCES (Ib) - Max Comp /Max Ten All forces 250 (Ib) or less except when shown TOP CHORD 2-9=-646/60, 3-9=-469/84, 4-5=-304/27 BOT CHORD 2- 5=-32/560 WEBS 3- 5=-503/82 NOTES (9) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25tt. Cat II, Exp C, enclosed, MWFRS (low-rise) and C-C Intenor(l) zone, cantilever left and right exposed, end vertical left arid right exposed,C-C for members and forces & MWFRS for reactions shown. Lumber D0L=1 33 plate gnp D0L=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 has tieen 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) A plate rating reduction of 20% has been applied for the green lumtier members Job Iruss 1russ 1 ype ay Ply Ml 4576 PALOMAR COMMONS MJ j BLDG 4 AD01 MONO TRUSS 1 1 Job Reference (optional) Calilornia TrusFrame LLC Perns CA 92570 MJ 1 50 5-8-14 Run 7 250 s Aug 25 2011 Pnnt 7 250 s Aug 25 2011 MiTek Industnes Inc Thu Mar 14 09 24 06 2013 Page 1 ID •'rHHVfC68HYIzN7yWOosPQ2b2vd-dRYSuvZv1d7MZMuSNa7KJTocjsYsMryz0wwZEQzb1 XN I 11 10 1 I 1 50 5 8 14 8 1 3 Scale = 1 27 8 3x4: 6 1 5x3 II 5 4x6 : 5814 5 8-14 613 Plate Offsets (X.Y) [5 Edge,0-1-81 LOADING (psf) TCLL 20 0 TCDL 17 0 BCLL 0 0 BCDL 10 0 SPACING 2-0-0 Plates Increase 1 25 Lumber Increase 1 25 Rep Stress Incr NO Code IBC2009/TPI2007 CSI TG 0 47 BC 0 96 WB 0 05 (Matrix) DEFL in (loc) l/defl L/d Vert(LL) 0 01 1 n/r 180 Vert(TL) -0 03 1 n/r 120 Horz(TL) 0 00 5 n/a n/a Wind(LL) 0 01 1 n/r 120 PLATES GRIP MT20 220/195 Weight 51 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 &Btr G BOT CHORD 2 X 4 DF No 1 SBtr G WEBS 2 X 4 DF Stud/Std G *Except* Wl 2x4DFNo1&BtrG BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 5 8 6 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 2 6 5 Max Horz 2 Max Uplift 2 Max Grav 2 6 5 170/11-10-1 (min 0-1-14) 958/11-10-1 (min 0 1-14) 607/11-10-1 (mm 0-1 14) -131(LC 6) 52(LC 5) 333(LC12) 958(LC 1) 607(LC 1) FORCES (Ib) - Max Comp /Max Ten - All forces 250 (Ib) or less except when shown NOTES (11) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05,85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25tt, Gat II, Exp G, enclosed, MWFRS (low-nse), cantilever left and nght exposed , end vertical left and right exposed. Lumber D0L=1 33 plate gnp D0L=1 33 3) Gable requires continuous txittom chord bearing 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) * 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 6) A plate rating reduction of 20% has been applied for the green lumber members 7) This truss IS designed in accordance with the 2009 International Building Code section 2306 1 and referenced standard ANSI/TP11 8) This truss has been designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 9) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 11) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard 1) Regular Lumber lncrease=1 25, Plate lncrease=1 25 Uniform Loads (plf) Vert 1-2=-74 Trapezoidal Loads (plf) Vert 2=0(F=10, B=10)-to-5=-278(F=-129, B=-129) Job Iruss i russ Type Qty Ply M14576 PALOMAR COMMONS MJ jBLDG 4 AE01 FINK 1 1 Job Reference (optional) California TrusFrame LLC Perns CA 92570 MJ 100 5 9-14 12 0-0 Run 7 250s Aug 25 2011 Print 7 250 s Aug 25 2011 MiTek Industries Inc Thu Mar 14 09 24 06 2013 Pagel ID •'rHHVfC68HYIzN7yWOosPQzb2vd dRYSuvZv1d7MZMuSNa7KJToYwsqtMnOz0wwZEQ2b1XN 18-2 2 , 24-0-0 100 5-9-14 6-2-2 6 2-2 5914 4x6 II Scale = 1 42 6 Camber = 3/16 in 20 18 —TT— B2 «^ 9 16 8 17 7 3x5-4x5: 4x6: 4x5 = 3x5; 7-11 6 7-11 6 Plate Offsets (X,Y) [2 0-0-14,0-1-81, [6 0 0-14,0-1-81 LOADING (psf) TCLL 20 0 TCDL 170 BCLL 0 0 * BCDL 10 0 SPACING 2-0-0 Plates Inaease 1 25 Lumtier Increase 1 25 Rep Stress Incr YES Code IBC2009/TP12007 CSI TC 0 71 BC 0 44 WB 0 28 (Matnx-M) DEFL in (loc) l/defl Ud Vert(LL) -018 7-9 >999 360 Vert(TL) -0 39 7-9 >730 240 Horz(TL) 0 07 6 n/a n/a Wind(LL) 0 04 7-9 >999 240 PLATES GRIP MT20 220/195 Weight 99 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 SBtr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation guide 7) This truss has been designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 8) "Semi rigid pitchbreaks with fixed heels" Memtier end fixity model was used in the analysis and design of this truss 9) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard REACTIONS (Ib/size) 6 = 1183/0-3-8 (mm 0 1-8) 2 = 1265/0-3-8 (mm 0-1-8) Max Horz 2 = 79(LC 6) FORCES (lb) Max Comp /Max Ten - All forces 250 (Ib) or less except when shown TOP CHORD 2-16=-2104/14, 3-18=-1942/51, 3-19=-1854/56, 4-19=-1745/80, 4-20=-1751/84, 5 20=-1861/61, 5-21 =-1950/56, 6-21 =-2111/19 BOT CHORD 2- 9=0/1805, 9 16=0/1193, 8-16=0/1193, 8-17=0/1193, 7-17=0/1193, 6-7=-7/1814 WEBS 3- 9=-415/107, 4-9=0/669, 4-7=0/678, 5-7=-417/111 NOTES (9) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TGDL=8 4psf, BCDL=6 Opsf, h=25ft. Cat 11, Exp G, enclosed, MWFRS (low-rise) and G-G Interior(l) zone, cantilever left and right exposed , end vertical left and nght exposed,G-C for members and forces & MWFRS for reactions shown. Lumber D0L=1 33 plate gnp D0L=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 has been designed for a live load of 20 Opsf on the Iwttom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit tjetween the bottom chord and any other members, with BCDL = 10 Opsf 5) A plate rating reduction of 20% has been applied for the green lumber members 6) This truss IS designed in accordance with the 2009 International Building Code section 2306 1 and referenced standard ANSI/TP11 Job 1 russ 1 russ 1 ype Qty Ply Ml 4576 PALOMAR COMMONS MJ jsLDG 4 AE02 FINK 4 1 Job Reference (optional) California TrusFrame LLC Perris CA 92570 MJ -10 0 3-9 4 1-0-0 394 Run 7250s Aug 252011 Pnnt 7 250 s Aug 25 2011 Mitek Industries Inc Thu Mar 14 09 24 06 2013 Paget ID''rHHVfC68HYIzN7yWOosPQzb2vd-dRYSuvZv1d7f/ZMuSNa7KJToaWseOMh_zOwwZEQzb1XN 10-0-0 I 15-0-0 15-10 1| 6-2 12 5-0-0 '0-10-1' 4x6 I Scale = 1 37 4 Camber = 5/16 in 1 5x3 511 7 5 11-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 20 0 Plates Increase 1 25 TG 0 61 Ven(LL) -0 21 6-7 >849 360 MT20 220/195 TCDL 17 0 Lumtier Increase 1 25 BC 0 54 Vert(TL) -0 55 6-7 >322 240 BCLL 0 0 * Rep Stress Ina YES WB 0 69 Horz(TL) 0 02 6 n/a n/a BCDL 10 0 Code 1BG2009/TP12007 (Matnx-M) Wind(LL) 0 01 7 >999 240 Weight 81 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 SBtr G BOT CHORD 2 X 4 DF No l&Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 9) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 6 = 771/0-3-8 (mm 0-1-8) 8 = 824/0-3 8 (mm 0-1 8) Max Horz 8 = 112(LG 6) FORCES (Ib) - Max Comp /Max Ten - All forces 250 (Ib) or less except when shown TOP CHORD 3-12= 852/28, 4-12=-744/51 BOT CHORD 7-8=-62/752, 7-9=-16/397, 9-10=-16/397, 6-10=-16/397 WEBS 4 7=0/489, 4-6=-640/25, 2-8=-334/114, 3-8=-981/0, 5-6=-320/41 NOTES (9) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TCDL=8 4psf, BGDL=6 Opsf, h=25ft. Cat 11, Exp C, enclosed, MWFRS (low-nse) and C-C lntenor(1) zone, cantilever left and right exposed , end vertical left and nght exposed,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=1 33 plate gnp D0L=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 has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 5) A plate rating reduction of 20% has been applied for the green lumber members 6) This truss is designed in accordance with the 2009 International Building Code section 2306 1 and referenced standard ANSI/TP11 7) This truss has tieen designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads Job Truss truss lype ay Ply Ml 4576 PALOMAR COMMONS MJ BLDG 4 AE03 FINK 3 1 Job Reference (optional) California TrusFrame LLC Perris CA 92570 MJ Run 7 250 s Aug 25 2011 Pnnt 7 250 s Aug 25 2011 Mn"ek Industries Inc Thu Mar 14 09 24 07 2013 Page 1 ID 'rHHVfC68HYlzN7yWOosPQzb2vd-5d6q6FZXoxFDBVTexHeZsqLIEG„e58Q6Fat7mszb1 XM 1600 10 0 0 I 15 0 0 ,15 10 1| 6 2 12 -+-500 4x6 I '0 10 1' 0 1 15 Scale = 1374 Camber = 5/16 in 3x5 = 5117 15-0-0 5 11-7 9-0 9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl tyd PLATES GRIP TCLL 20 0 Plates Inaease 1 25 TG 0 61 Ven(LL) -0 21 7-8 >849 360 MT20 220/195 TCDL 17 0 Lumber increase 1 25 BC 0 54 Vert(TL) -0 55 7-8 >322 240 BCLL 0 0 * Rep Stress Incr YES WB 0 67 Horz(TL) 0 02 7 n/a n/a BCDL 10 0 Code IBC2009/TPI2007 (Matrix-M) Wind(LL) 0 01 8 >999 240 Weight 82 lb FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 &Btr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing 8) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 9) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 7 = 864/0-3-8 (mm 0-1-8) 9 = 821/0-3-8 (min 0-1-8) Max Horz 9 = 106(LC 6) FORCES (lb) - Max Comp /Max Ten - All forces 250 (Ib) or less except when shown TOP CHORD 3- 13=-847/39, 4-13=-738/63 BOT CHORD 8-9=-32/749, 8-10=0/390,10-11=0/390, 7-11=0/390 WEBS 4- 8=0/492, 4 7=-629/0, 2-9=-333/113, 3-9=-976/0, 5-7=-367/131 NOTES (9) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05. 85mph. TCDL=8 4psf, BCDL=6 Opsf, h=25ft. Cat II, Exp C, enclosed, MWFRS (low-nse) and C-C Intenor(l) zone, cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown. Lumber D0L=1 33 plate gnp D0L=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 has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3 6-0 tali by 2 0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 5) A plate rating reduction of 20% has been applied for the green lumber members 6) This truss is designed in accordance with the 2009 International Building Code section 23061 and referenced standard ANSI/TP11 7) This truss has tieen designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads Job iruss 1russ 1 ype ay Ply Ml 4576 PALOMAR COMMONS MJ 1 BLDG 5 BAOl FINK 17 1 Job Reference (optional) Calilornia TrusFrame LLG Perns CA 92570 MJ -1-0-0 3 10-11 10-6-0 Run 7250s Aug 25 2011 Print 7 250 s Aug 25 2011 MiTek Industnes Inc ThuMar 14 11 14302013 Paget ID'rHHVfC68HYIzN7yWOosPQzb2vd-gnob7t|v3shVFJHXQkzhnK8X82RbNd0yCUV4|Uzb'M _, 17-1 5 ; 21 0 0 , 22-0-0 , 1-0-0 675 3 10-11 1-0-0 4x6 I Scale = 1 38 4 Camber = 5/16 in 3x5 = 3x6 = 3x5 3x5^ 3x5* 3x6 = 3x5 3x5^ 1 638 14-8-8 1 21-0-0 1 1 638 8 5-0 6 3-8 1 Plate Offsets (X,Y) 12 0 0-14,0-1 81, [6 0-0-14,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl •; PLATES GRIP TCLL 20 0 Plates Inaease 1 25 TC 0 78 Vert{LL) -0 15 8-10 >999 360 MT20 220/195 TCDL 17 0 Lumber Increase 1 25 BC 044 Vert(TL) -0 44 8-10 >576 240 BCLL 0 0 * Rep Stress Incr YES WB 0 23 Horz(TL) 0 06 6 n/a n/a BCDL 10 0 Code 1BC2009/TPI2007 (Matrix-M) Wind{LL) 0 04 8-10 >999 240 Weight 89 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 &Btr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 3 0-7 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation guide 7) This truss has been designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 8) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 9) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard REACTIONS (Ib/size) 6 = 1109/0-3-8 (mm 0-1-8) 2 = 1109/0-3-8 (mm 0-1-8) Max Horz 2 = -66(LC 7) FORCES (lb) - Max Comp /Max Ten All forces 250 (Ib) or less except when shown TOP CHORD 2-19=-1923/22, 3 19=-1820/46, 3-20=-1646/25, 4-20=-1533/50, 4-21 =-1533/50, 5-21 =-1646/25, 5-22=-1820/46, 6-22=-1923/22 BOT CHORD 2- 10=0/1675, 10-17=0/1030, 17-18=0/1030, 9-18=0/1030, 8-9=0/1030, 6-8=0/1675 WEBS 3- 10=-414/110, 4 10=0/556, 4 8=0/556, 5-8=-414/110 NOTES (9) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TCDL=8 4psf, BGDL=6 Opsf, h=25ft. Gat 11, Exp G, enclosed, MWFRS (low-nse) and C-C Intenor(l) zone, cantilever left and nght exposed, end vertical left and nght exposed,G-C for members and forces & MWFRS for reactions shown, Lumber D0L=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 has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 5) A plate rating reduction of 20% has been applied for the green lumber members 6) This truss is designed in accordance with the 2009 International Building Code section 23061 and referenced standard ANSl/TPl 1 /%^CH7J=-<?O Job truss Iruss lype Oy Ply Ml 4576 PALOMAR COMMONS MJ •| BLDG 5 BB01 Mcnopitch Truss 10 1 Job Reference (optional) Run 7 250 s Aug 25 2011 Pnnt 7 250 s Aug 25 2011 MiTek Industnes Inc Thu Mar 14 11 14 31 2013 Page 1 ID •'rHHVfC68HYlzl\l7yWOosPQzb2vd-8zM_KDkXq9pMtTsk_RUwKYhpERrp67m6R8FdFwzbArs 440 , California TrusFrame LLC Perns CA 92670 MJ 1 00 1-0 0 4-4 0 Scale = 1 15 7 2x4 II 3x4: I 4-4-0 4-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20 0 Plates Increase 1 25 TC 0 38 Vert(LL) -0 01 4-7 >999 360 MT20 220/195 TCDL 17 0 Lumber Increase 1 25 BC 019 Vert(TL) -0 08 4-7 >644 240 BCLL 0 0 * Rep Stress Incr YES WB 0 00 Horz(TL) 0 01 2 n/a n/a BCDL 10 0 Code IBC2009/TP12007 (Matnx-M) Wind(LL) 0 01 4-7 >999 240 Weight 171b FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 &Btr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide 7) This truss has been designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 8) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 9) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard REACTIONS (Ib/size) 4 2 Max Horz 2 Max Uplift 2 Max Grav 4 2 185/0 3-8 (mm 0-1-8) 287/0-3-8 (mm 0-1-8) 71(LC 5) -19(LC 6) 358(LC12) 405(LC10) FORCES (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 3-4=-313/15 BOT CHORD 2-4=-33/480 NOTES (9) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25ft. Gat II, Exp C, enclosed, MWFRS (low nse) and C-C Interior(l) zone, cantilever left and right exposed , end vertical left and right exposed,G-C for members and forces & MWFRS for reactions shown. Lumber DOL=1 33 plate grip D0L=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 has been designed for a live load of 20 Opsf on the tottom 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 memtiers 5) A plate rating reduction of 20% has been applied for the green lumber members 6) This truss is designed in accordance with the 2009 International Building Code section 23061 and referenced standard ANSl/TPl 1 Job Truss Truss Type ay Ply M14676 PALOMAR COMMONS MJ BLDG 6 CA01 Monopitch Truss 34 1 Job Reference (optional) California TrusFrame LLC Perns CA 92570, MJ -10 0 IDMILS7tinne6UiVCQrukeRKFzan3Y-TqN4vGIEnn8yT1|'upd31Jsb_uFE5SV5TyLXqRzakp_ 858 I 4-4 10 Scale = 1 291 Camber = 1/4 in 8 5-8 8 5-8 LOADING (psf) SPACING 2 0-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 20 0 Plates Inaease 1 25 TC 0 42 Vert(LL) -012 5-8 >856 360 MT20 220/195 TCDL 17 0 Lumber Increase 1 25 BC 0 39 Vert(TL) -0 35 58 >285 240 BCLL 0 0 * Rep Stress incr YES WB 0 21 Horz(TL) 0 01 2 n/a n/a BCDL 10 0 Code 1BC2009/TP12007 (Matnx-M) Wind(LL) 0 00 5-8 >999 240 Weight 37 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 SBtr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 2 5 Max Horz 2 Max Uplift 2 Max Grav 2 5 475/0 3-8 (mm 0 1 8) 385/0-3 8 (mm 0-1-8) 133(LC 5) -7(LC 6) 514(LC10) 471(LC13) FORCES (Ib) - Max Comp /Max Ten - All forces 250 (Ib) or less except when shown TOP CHORD 2-9=-646/60, 3-9= 469/84, 4-5=-304/27 BOT CHORD 2- 5=-32/551 WEBS 3- 5=-503/82 6) This truss is designed in accordance with the 2009 International Building Code section 23061 and referenced standard ANSI/TP11 7) This truss has been designed for a moving concentrated load of 250 Olb dead located at ail mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 8) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 9) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard NOTES (9) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25ft. Cat 11, Exp C, enclosed, MWFRS (low-nse) and C-C lnterior(1) zone, cantilever left and right exposed , end vertical left and nght exposed,C-G for members and forces & MWFRS for reactions shown, Lumber D0L=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 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) A plate rating reduction of 20% has been applied for the green lumber members Job 1 Imss Iruss lype ay Hy M14576 PALOMAR COMMONS MJ BLDGS CA02 Monopitch Truss 1 1 Job Reference (optional) California TrusFrame LLC Perris CA 92570 MJ 1 00 3 10-14 1-0-0 3-10-14 Run 7250s Aug 252011 Pnnt 7 250 s Aug 25 2011 MiTek Industnes, Inc Fn Marl 5 06 42 23 2013 Pagel ID MlLS7hnne6UiVCQrukeRKFzan3Y-Tqt«vGlEnn8yT1|''upd31JsbAuGV5SS5TyLXqRzakp_ 8^0 I 452 2x4 il Scale = 1 28 7 Camber = 3/16 in 8-4-0 8-4-0 Plate Offsets (X.Y) [2 0-0-14.0-1-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl L7d TCLL 20 0 Plates Increase 1 25 TC 0 40 Vert{LL) -Oil 58 >903 360 TCDL 17 0 Lumber Increase 1 25 BC 0 37 Vert(TL) -0 33 5-8 >302 240 BCLL 0 0 * Rep Stress incr YES WB 0 22 Horz(TL) 0 01 2 n/a n/a BCDL 10 0 Code 1BC2009/TP12007 (Matnx-M) Wind(LL) 0 00 5-8 >999 240 PLATES GRIP MT20 220/195 Weight 37 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No l&Btr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 2 5 Max Horz 2 Max Uplift 2 Max Grav 2 5 470/0-3-8 (mm 0-1-8) 379/0-3-8 (mm 0-1-8) 131(LC 5) -7(LG 6) 510(LC10) 468(LC13) FORCES (lb) - Max Comp /Max Ten - M\ forces 250 (lb) or less except when shown TOP CHORD 2-9=-614/61, 3-9=-479/84, 4-5=-306/27 BOT CHORD 2- 5=-31/505 WEBS 3- 5=-508/82 6) This truss IS designed in accordance with the 2009 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 7) This truss has been designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 8) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 9) This Job conforms to LA City code as ammended 2011 LOADCASE(S) Standard NOTES (9) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05,85mph, TCDL=8 4psf, BGDL=6 Opsf, h=25ft. Cat II, Exp C, enclosed, MWFRS (low rise) and C-C lntenor(1) zone, cantilever left and nght exposed , end vertical left and right exposed,C-G for members and forces & MWFRS for reactions shown. Lumber DOL=1 33 plate gnp 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 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) A plate rating reduction of 20% has been applied for the green lumber members Job 1 russ Truss Type ay Ply Ml 4576 PALOMAR COMMONS MJ BLDG 6 CA03 MONO TRUSS 1 1 Job Reference (optional) Calilornia TrusFrame LLC Perns CA 92570, MJ 1 00 350 Run 7250s Aug 25 2011 Pnnt 7 250 s Aug 25 2011 MiTek Industnes Inc Fn Mar 16 06 42 23 2013 Paget ID MILS7hnne6UiVCQrukeRKFzan3Y-TqN4vGIEnn8yT1|''upd3IJso6uHs5TB5TyLXqRzakp_ 7413 I 1-0-0 3 5-0 3 11 14 Scale = 1 25 9 Camber = 1/8 in 4x5 = 3x4 = 7-4-13 7-4 13 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) l/defi L/d PLATES GRIP TCLL 20 0 Plates Increase 1 25 TC 0 34 Vert(LL) -0 07 5-8 >999 360 MT20 220/195 TCDL 17 0 Lumber Increase 1 25 BC 0 29 Vert(TL) -019 5-8 >447 240 BCLL 0 0 * Rep Stress Incr YES WB 017 Horz(TL) 0 01 2 n/a n/a BCDL 10 0 Code 1BC2009/TP12007 (Matnx-M) Wind(LL) -0 00 5-8 >999 240 Weight 33 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No l&Btr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structurai wood sheathing directiy applied or 6-0-0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 6) This truss is designed in accordance with the 2009 International Building Code section 2306 1 and referenced standard ANSl/TPl 1 7) This truss has been designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 8) "Semi-rigid pitchbreaks with fixed heels" Memtjer end fixity model was used in the analysis and design of this truss 9) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard 2 5 Max Horz 2 Max Uplift 2 Max Grav 2 5 426/0-3-8 (mm 0-1-8) 335/0-3-8 (mm 0-1-8) 117(LC 5) -10(LC 6) 485(LC10) 443(LC13) All forces 250 (Ib) or less except when shown FORCES (Ib) Max Comp/Max Ten TOP CHORD 2 9=-496/55, 3 9=-461/74, 4-5=-301/24 BOT CHORD 2-5=-28/440 WEBS , 3 5=-481/71 NOTES (9) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25ft. Cat 11, Exp C, enclosed, MWFRS (low-nse) and C-C Interior(l) zone, cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=1 33 plate grip D0L=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 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) A plate rating reduction of 20% has been applied for the green lumber members Job iruss truss lype ay Hly Ml 4576 PALOMAR COMMONS MJ BLDG 6 CA04 MONOPITCH TRUSS 1 1 Job Reference (optional) California TrusFrame LLC Perns CA 92570 MJ 1 00 Run 7250s Aug 252011 Pnnt 7 250 s Aug 25 2011 MiTek Industries Inc Fn Mar 15 06 42 23 2013 Pagel lDMILS7hnne6UiVCQrukeRKFzan3Y-TgN4vGIEnn8yT1j''upd3IJsbtuHm5Vq5TyLXgRzakp_ 6-5 10 I 1 00 65 10 Scale = 1 23 2 Camber = 3/16 in 3x4: 2x4 11 65 10 6 5-10 LOADING (psf) SPACING 2-0 0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 20 0 Plates Increase 1 25 TC 0 42 Vert(LL) -0 05 4-7 >999 360 MT20 220/195 TCDL 17 0 Lumber Increase 1 25 BC 0 29 Vert(TL) -0 22 4-7 >338 240 BCLL 0 0 * Rep Stress Incr YES WB 0 00 Horz(TL) 0 02 2 n/a n/a BCDL 10 0 Code IBC2009/TPi2007 (Matnx-M) Wind(LL) 0 04 4-7 >999 240 Weight 24 lb FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 &Btr G BOT CHORD 2 x 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing LOAD CASE(S) Standard MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS (Ib/size) 4 = 286/0-3-8 (min 0-1-8) 2 = 387/0-3-8 (mm 0-1-8) Max Horz 2 = 103(LC 5) Max Uplift 2 = -13(LC 6) Max Comp /Max Ten - All forces 250 (lb) or less except when shown FORCES (lb) TOP CHORD 2-3=-530/0 BOT CHORD 2-4=-47/946 NOTES (8) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05,85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25ft. Cat II, Exp C. enclosed, MWFRS (low-nse) and C-C Interior(l) zone, cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown. Lumber D0L=1 33 plate grip D0L=1 33 3) This truss has been designed for a 10 0 psf tiottom chord live load nonconcurrent with any other live loads 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) A plate rating reduction of 20% has been applied for the green lumber members 6) This truss is designed in accordance with the 2009 International Building Code section 23061 and referenced standard ANSl/TPl 1 7) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 8) This Job conforms to LA City code as ammended 2011 Job iruss Truss Type CHy Ply Ml 4676 PALOMAR COMMONS MJ BLDG 6 CA05 Monopitch Truss 1 1 Job Reference (optional) California TrusFrame LLC Perns CA 92670 MJ 4 0 14 Run 7260s Aug 25 2011 Print 7 260 s Aug 25 2011 MiTek Industries Inc Fn Mar 15 06 42 24 2013 Pagel ID MILS7hnne6UiVCQrukeRKFzan3Y xtxT7clsY5Gp5BHCRX81rWPmklbPqujEic54Buzakoz SM I 4014 4 4-10 2x4 II Scale = 1 29 1' Camber = 1/4 in 4x5 8-5 8 858 Plate Offsets (X,Y) [1 Edge,0-1-121 LOADING (psf) TCLL 20 0 TCDL 17 0 BCLL 0 0 BCDL 10 0 SPACING 2-0-0 Plates Increase 1 25 Lumber Increase 1 25 Rep Stress Incr YES Code IBC2009/TP12007 CSI TC 0 42 BC 0 40 WB 0 22 (Matnx-M) DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0 12 -0 36 0 01 0 01 (loc) l/defl lyd 4 7 >855 360 4-7 >279 240 1 n/a n/a 4-7 >999 240 PLATES GRIP MT20 220/195 Weight 36 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 &Btr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide 7) This truss has been designed tor a moving concentrated load of 250 Olb dead located at ail mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 9) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard REACTIONS (Ib/size) 1 4 Max Horz 1 Max Grav 1 4 392/0-3-8 (mm 0-1-8) 390/0-3-8 (mm 0-1-8) 126(LC 5) 475(LC10) 473(LC13) FORCES (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-8=-649/66, 2-8=-472/90, 3-4=-303/27 BOT CHORD 1- 4=-32/583 WEBS 2- 4= 508/90 NOTES (9) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25ft. Cat 11, Exp C, enclosed, MWFRS (low-nse) and C-C lntenor(1) zone, cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=1 33 plate gnp D0L=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 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 txittom chord and any other members 5) A plate rating reduction of 20% has been applied for the green lumber members 6) This truss is designed in accordance with the 2009 International Building Code section 23061 and referenced standard ANSI/TP11 Job truss Iruss lype ay Ply M14676 PALOMAR COMMONS MJ BLDG 6 CBOl FINK 15 1 Job Reference (optional) Calilornia TrusFrame LLC Perris CA 92570 MJ 100, 1180 Run 7 250 s Aug 25 2011 Prinl 7 250 s Aug 25 2011 MiTek Industnes Inc Fn Mar 15 06 42 24 2013 Page 1 ID lifllLS7hnne6UiVCQrukeRKFzan3Y-xtxT7clsY5Gp5BHCRX8lrWPdmla2quDEic54Buzakoz J 18-8-3 I 23 4 0 ,24-4 0, 100 4713 703 7 0-3 47 13 1-0-0 4x6 11 Scale. Camber = : 1 422 5/16 m ^ o 10 17 18 9 8 3x5 < 4x5 = 3x5 4x5 = 3x5^ 1 7-4 11 1 15-11 5 1 23-4-0 1 1 7-4-11 1 8 6-11 7^-11 1 Plate Oftsets (X.Y) 12 0-0-14,0 1-81, [6 0-0 14.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20 0 Plates Increase 1 25 TC 0 99 Vert(LL) -019 8-10 >999 360 MT20 220/195 TCDL 17 0 Lumber Increase 1 25 BC 048 Vert(TL) -0 48 8-10 >580 240 BCLL 0 0 * Rep Stress Incr YES WB 0 25 Horz(TL) 0 07 6 n/a n/a BCDL 10 0 Code 1BC2009/TP12007 (Matrix-M) Wind(LL) 0 05 8-10 >999 240 Weight 98 lb FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 SBtr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G BRACING TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, m accordance with Stabilizer Installation guide REACTIONS (Ib/size) 6 = 1226/0 3-8 (min 0-1-8) 2 = 1226/0-3-8 (mm 0-1-8) Max Horz 2 = 71 (LC 6) FORCES (lb) - Max Comp /Max Ten - M forces 250 (Ib) or less except when shown TOP CHORD 2-25=-2119/26. 19-25=-2027/44. 3 19=-1994/54, 3-20=-1808/13, 20-26=-1689/35, 21-26=-1687/36, 4-21 =-1666/62, 4-22=-1667/62, 22-27=-1687/36, 23-27=-1689/35, 5-23=-1808/13, 5-24=-1994/54. 24-28=-2027/44. 6-28=-2119/26 BOT CHORD 2- 10=0/1842, 10-17=0/1155, 17-18=0/1155, 9-18=0/1155, 8-9=0/1155,6-8=0/1842 WEBS 3- 10=-438/116,4-10=0/609, 4-8=0/609, 5-8=-438/116 6) This truss is designed in accordance with the 2009 International Building Code section 2306 1 and referenced standard ANSI/TP11 7) This truss has been designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 8) "Semi-ngid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 9) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard NOTES (9) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25ft, Cat 11, Exp C, enclosed, MWFRS (low rise) and C-C lntenor(1) zone, cantilever left and right exposed . end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown. Lumber DOL=1 33 plate gnp DOL=1 33 3) This truss has tieen designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 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, with BCDL = 10 Opsf 5) A plate rating reduction of 20% has been applied for the green lumber members , \ mi i Job Truss Iruss type ay Ply Ml 4576 PALOMAR COMMONS MJ BLDG 6 CC01 CAL HIP 2 o Job Reference (optional) California TrusFrame LLC Perns CA 92570 MJ i) 9 id Run 7 13 9 2 260s Aug 25 2011 Print 7 250 s Aug 25 2011 MiTek Industries Inc Fn Mar 15 06 42 24 2013 Pagel IDMILS7hnne6UiVCQrukeRKFzan3Y-xtxT7clsY5Gp5BHCRX81rWPjolbSqulEic54Buzakoz 26 11 0 1 0 0 ' Scale = 1 460 Camber = 3/16 in 1 5x3 I 7710 12-11-8 7710 Plate Offsets (X,Y) [2 0-1-4,0-1-81. [3 0-3-0.0-1-11, [5 0-3-0,0-1-11, [6 0-1-4.0-1-81 LOADING(psf) TCLL 20 0 TCDL 17 0 BCLL 0 0 BCDL 10 0 SPACING 2 0-0 Plates Increase 1 25 Lumber Increase 1 25 Rep Stress Incr NO Code 1BC2009/TP12007 CSI TC 0 60 BC 0 39 WB 0 21 (Matnx-M) DEFL in (loc) l/defl Ud Vert(LL) -0 06 10 >999 360 Vert(TL) -0 26 11-17 >999 240 Horz(TL) 0 09 6 n/a n/a Wind(LL) 0 06 8-10 >999 240 PLATES MT20 GRIP 220/195 Weight 238 ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 &Btr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 x 4 DF Stud/Std G WEDGE Left 2 X 4 DF Stud/Std, Right 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 0-0-0 oc purlins (6-0-0 max) 3-5 Except 6-0-0 oc braang 3-5 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (Ib/size) 6 2 Max Horz 2 Max Uplift 2871/0-3-8 (mm 0-1-9) 2871/0-3-8 (mm 0-1-9) -113(LC 4) -204(LC 7) -204(LC 6) FORCES (Ib) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-18= 4305/606, 3-18=-4145/668, 3-19=-3449/589, 4-19=-3457/588, 4-20=-3457/588, 5-20=-3449/589, 5-21 =-4145/668, 6-21 =-4305/606 BOT CHORD 2- 11 =-456/3449, 11-22=-557/4160.10 22=-557/4160, 9 10=-557/4160. 9 23=-557/4160. 8-23=-557/4160. 6-8=-404/3449 WEBS 3- 11 =0/1031,4-11 =-990/269, 4-10=0/289, 4-8=-990/269, 5 8=0/1031 NOTES (15) 1) 2-ply truss to be connected together with lOd (0 131"x3") nails as follows Top chords connected as follows 2x4-1 row at 0-9-0 oc Bottom chords connected as follows 2x4-1 row at 0-9-0 oc Webs connected as follows 2x4-1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face m the LOAD CASE(S) section Ply to ply connections have been provided to distnbute only loads noted as (F) or (B). unless othenwise indicated 3) This truss has been checked for uniform roof live load only, except as noted 4) V)/ind ASCE 7-05, 85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25ft. Cat il, Exp C, enclosed, MWFRS (low-nse) and C-C Intenor(l) zone, cantilever left and right exposed , end vertical left and nght exposed,C-C for members and forces & 1\/IWFRS for reactions shown. Lumber D0L=1 33 plate grip D0L=1 33 5) Provide adequate drainage to prevent water ponding 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 tieen 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 8) A plate rating reduction of 20% has been applied for the green lumber members 9) This truss IS designed in accordance with the 2009 International Building Code section 2306 1 and referenced standard ANSI/TP11 10) This truss has been designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 11) Girder carnes hip end with 8-0-0 end setback 12) "Semi-ngid pitchbreaks with flxed heels" Member end fixity model was used in the analysis and design of this truss 13) Design assumes 4x2 (flat orientaflon) purlins at oc spacing indicated, fastened to truss TCw/2-10d nails 14) Hanger(s) or other connection device(s) shall be provided sufticient to support concentrated load(s) 641 Ib down and 268 Ib up at 18-3-6, and 641 Ib down and 268 Ib up at 7-7-10 on top chord The design/selection of such connection device(s) is the responsibility of others 15) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard 1) Regular Lumber lncrease=1 25, Plate increase=1 25 Uniform Loads (pif) Vert 1-3=-74,3-5=-180,5-7=-74, 12-15=-49(F=-29) Concentrated Loads (ib) Vert 3=-641 5=-641 /lf# Job iruss Iruss lype ay Ply Ml 4576 PALOMAR COMMONS MJ BLDG 6 CC02 California Truss 2 1 Job Reference (optional) California TrusFrame LLC Perns CA 92570 MJ : 1 0-0, 500 97 10 1 0-0 500 4 7-10 y44 Run 7 260 s Aug 25 2011 Pnnt 7 250 s Aug 25 2011 MiTek Industries Inc Fn Mar 15 06 42 25 2013 Page 1 ID MILS7hnne6UiVCaukeRKFzan3Y P3VrKymUJPOg|LsO''EfXNkxpCivPZLpO»vGqekKzakoy 15-11 5 ^^3^ 20-11-0 I 25-11 0 ^6 11 0 5-11-10 0^ 1 5x10 = 4-7-10 5-0-0 100 Scale = 1 47 2 Camber = 1/4 in o 11 2310 9 4x5 = 4x8 = 3x4 = 3x5 = 4x5 = 1 9-5-11 1-7,10 16 3-6 16r6-5 25-11-0 1 1 9-5-11 c 1^5 6 7-12 0--|il5 9511 Plate Offsets (X.Y) [4 0-5-4,0 1-1[, [5 0-5-4.0-1-11, [11 0-2-8,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 20 0 Plates Increase 1 25 TC 0 95 Vert(LL) -0 14 9-14 >999 360 MT20 220/195 TCDL 17 0 Lumber Increase 1 25 BC 0 47 Vert(TL) -0 45 9-14 >690 240 BCLL 0 0 * Rep Stress Incr YES WB 0 22 Horz(TL) 0 06 7 n/a n/a BCDL 10 0 Code IBC2009/TP12007 (Matrix-M) Wind(LL) 0 03 9-11 >999 240 Weight 1241b FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 &Btr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2x4 DFStud/StdG'Except* Wl 2x4 DF No l&Btr G BRACING TOP CHORD Structural wood sheathing directly applied or 4 9-0 oc purlins, except 0-0-0 oc purlins (4 1-0 max) 4-5 Except 4-1-Ooc braang 4-5 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 1 Row at midpt 5 11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide REACTIONS (Ib/size) 7 = 1360/0-3-8 (mm 0-1-8) 2 = 1344/0-3-8 (mm 0-1-8) Max Horz 2 = -143(LC 4) FORCES (lb) - Max Comp /Max Ten - All forces 250 (Ib) or less except when shown TOP CHORD 2-18=-1866/46, 3-18=-1772/85, 3-19=-1564/72. 4-19=-1467/94, 4 20=-1221/105, 5-20=-1224/105, 5-21 =-1509/93, 6-21 =-1606/71. 6- 22=-1804/84. 7-22=-1899/46 BOT CHORD 2- 11=0/1480.11-23=0/1267,10-23=0/1267. 9-10=0/1267, 7- 9=0/1506 WEBS 3- 11=-374/97, 4-11=0/438, 5-9=0/414, 6-9=-352/95 NOTES (11) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25ft. Cat II, Exp C, enclosed, MWFRS (low-rise) and C-C lnterior(1) zone, cantilever left and nght exposed, end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=1 33 plate gnp DOL=1 33 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) * This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 6) A plate rating reduction of 20% has been applied for the green lumber members 7) This truss is designed in accordance with the 2009 international Building Code section 2306 1 and referenced standard ANSl/TPl 1 8) This truss has been designed for a moving concentrated load of 250 Olb dead located at ail mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 9) "Semi-ngid pitchbreaks with flxed heels" Member end fixity model was used in the analysis and design of this truss 10) Design assumes 4x2 (flat orientaflon) purlins at oc spacing indicated, fastened to truss TCw/2-10d nails 11) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard 6'30'"3 /""li /*// •^x , A// Job Iruss truss lype ay Ply M14576 PALOMAR COMMONS MJ BLDG 6 CC03 California Truss 2 1 Job Reference (optional) Calilornia TrusFrame LLC Perns CA 92570 MJ Run 7 250s Aug 25 2011 Pnnt 7 250 s Aug 25 2011 MiTek Industnes Inc Fn Mar 15 06 42 26 2013 Pagel ID l*/IILS7hnne6UiVCQrukeRKFzan3Y tF3DYln74iWXKVRaZxAmwxU4561fllwX9waBGmzakox 13 11 5 11 11, 11 1-| ^ 6 19 6 14 ; 25 11 0 26 11 0 0'4'1 1 11 100'4'1 4x5 : 4x5 : 5 3 8 642 '1 0 0' Scale = 1 55 6 Camber = 1/8 in 3x6^ 6-4-2 6-4-2 51-9 11^7;-10 14-3-6 14T5-5 oi-15 2 7-12 0--i-15 19-6-14 25-11-0 5-1 9 6-4 2 Plate Offsets (X.Y) [2 0-1-4,0-1-81. [4 0-2-8,0 1-11. [5 0-2-8.0-1-11, [7 0-1-4,0 1-81 LOADING (psf) TCLL 20 0 TCDL 17 0 BCLL 0 0 BCDL 10 0 SPACING 2-0-0 Plates Increase 1 25 Lumber Increase 1 25 Rep Stress Incr YES Code IBC2009/TP12007 CSI TC 0 55 BC 0 28 WB 0 43 (Matrix-M) DEFL Vert(LL) Vert(TL) Horz(TL) Wind(LL) in (loc) 0 04 10-12 -0 28 12-13 0 06 7 0 06 12-13 l/defl L/d >999 360 >999 240 n/a n/a >999 240 PLATES GRIP MT20 220/195 Weight 1321b FT = 20% LUMBER TOP CHORD 2 X 4 DF No 1 &Btr G BOT CHORD 2 X 4 DF No 1 &Btr G WEBS 2 X 4 DF Stud/Std G WEDGE Left 2 X 4 DF Stud/Std, Right 2 X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4 7-1 oc purlins, except 0-0-0 oc puriins (6-0-0 max) 4-5 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide REACTIONS (Ib/size) 2 = 1351/0-3-8 (mm 0 1-8) 7 = 1351/0-3-8 (mm 0-1-8) Max Horz 2 = 173(LC 5) FORCES (lb) - Max Comp /Max Ten - All forces 250 (Ib) or less except when shown TOP CHORD 2-20=-1875/19, 20-21 =-1755/46, 3-21 =-1626/50, 3-22=-1412/70, 4 22=-1287/114, 4-23=-1071/120, 5-23=-1071/120, 5-24=-1287/114, 6-24=-1412/70, 6-25=-1626/50, 25-26=-1755/46, 7-26=-1875/19 BOT CHORD 2- 13=-160/1515, 12-13=0/1460, 11-12=0/1071, 10-11=0/1071, 9-10=0/1460. 7-9=-47/1515 WEBS 3- 12=-518/79, 4-12=-5/451, 5-10=-5/451, 6-10=-518/79 5) * This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 6) A plate rating reduction of 20% has been applied for the green lumber members 7) This truss is designed in accordance with the 2009 International Building Code section 23061 and referenced standard ANSI/TP11 8) This truss has been designed for a moving concentrated load of 250 Olb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads 9) "Semi-ngid pitchbreaks with flxed heels" Member end fixity model was used in the analysis and design of this truss 10) Design assumes 4x2 (flat orientaflon) puriins at oc spacing indicated, fastened to truss TCw/2-10dnails 11) This Job conforms to LA City code as ammended 2011 LOAD CASE(S) Standard NOTES (11) 1) This truss has been checked for uniform roof live load only, except as noted 2) Wind ASCE 7-05, 85mph, TCDL=8 4psf, BCDL=6 Opsf, h=25ft. Cat 11, Exp C, enclosed, MWFRS (low-nse) and C-C lntenor(1) zone, canfllever left and right exposed , end vertical lefl and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber D0L=1 33 plate gnp DOL=1 33 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf tiottom chord live load nonconcurrent with any other live loads 28-4-8 AA01(11) 4? < < 6-5-8 talifornia rusFrame. 23665 CAJAICO ROAD PERRIS, CA 92570 TEL 951-657-7491 FAX 951-940-5176 THIS 15 A TRUSS PLACEMENT DIAGRAM ONLY These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer See individual design sheets for each truss design identified on the placement drawing The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure The design of the truss support structure including headers beams, walls and columns is the responsibility of the building designer < Q- LU LU Q :^cDi CL. Q. I r\ I UJ z o o u < g < Q. O _J LU > LU Q >-cc Ql UJ CO o n v/1 § 3 3 LLI ^ U CO o z ^ 1^ o 11 I u O z Q < o PROJECT NUMBER M14576 START DATE 3/14/13 PRINT DATE DRAWN BY MJABER REVISION BY 25-6-0 9-0-0 aitfornia irusrrami. 23665 CAJALCO ROAD PERRIS, CA 92570 TEL 951-657-7491 FAX 951-940-5176 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer See individual design sheets for each truss design identified on the placement drawing The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure The design of the truss support structure including headers beams walls and columns is the responsibility of the building designer < Q- UJ Q u < CO:: Q- Q. Jl I- Z O o u < o I < h-Z LLJ a. O _j > DE CA >-Q; cn < LLJ CO DO LLJ CO Wl O _J Z3 on < <_) on ER z % a. O o o _j 1-1-LLJ < LO > o LU o O _i o 17 —I CN Q ^ U ca o Z ^ IU O > U o r o z o 11 O z Q < o PROJECT NUMBER M14576 START DATE 3/14/13 PRINT DATE DRAWN BY MJABER REVISION BY \ CA01(17) J c - J c 8-5-8 0/ \ H V'^iN V' V' x:^ V- > _ V-__ \ • • \ i\, ./\ X CA01(13) \, X'^ v/-^ / x \ \ \ X-.' YCr California w l El _..TrusFrameL 23665 CAJALCO ROAD PERRIS, CA 92570 TEL 951-657-7491 FAX 951-940-5176 THIS IS A TRUSS PUCEMENT DIAGRAM ONLY These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer See individual design sheets for each truss design identified on the placement drawing The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure The design of the truss support structure including headers, beams, walls and columns is the responsibUity of the building designer < CL. UJ >£> UJ Q u < CO = .. Q Q- Q. Ji I- to Z O o u < o < •Si a. O _j LLJ > LLJ O >-cn cn LLJ CO 13 LO ^ o O Zl I- UJ w\ > 3 LU _ O Q _j 0 CN Q ,— U 0 z < '— X li a: LLI —1 > U 0 1— 0 0 CN Z 11 1 —1 u CN 1— <r 0 z X Q < 0. 0 1 PROJECT NUMBER Ml4576 START DATE 3/14/13 PRINT DATE DRAWN BY MJABER REVISION BY -