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Home My WebLink About1704 DRAKE WAY; VILLA 3 TRUSS; PCR07121; Permit06-21-2007 City of Carlsbad 1635 Farada/Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR07121 Building Inspection Request Line (760) 602-2725 Job Address 1704 DRAKE WY CBAD Permit Type PCR Parcel No 2111300300 Lot# Valuation $0 00 Construction Type Reference* CB051489 Project Title CBAD RANCH RESORT- VILLA 3 DEFERRED TRUSS SUBMITTAL 0 NEW Applicant FRAME MAX ATTN TIMEGAN STE 100 1315DANIELSONST 92064 858 486-7200 Status ISSUED Applied 06/12/2007 RMA 06/21/2007 06/21/2007 Entered By Plan Approved Issued Inspect Area Owner GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $480 00 $000 Total Fees $480 00 Total Payments To Date $480 00 Balance Due $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations or other exactions hereafter collectively referred to as : fees/exactions' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review set aside, void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired City of Carlsbad 1635 Faraday Ave Carlsbad CA 92008 760-602 2717 / 2718 / 2719 Fax 760 602 8558 Building Permit Application CT/PROJE !•DESCRIPTION.ORWORK (Please describe present use and proposed use} c> > 0 A BUILDING AREA (SF) ADDITION AREA (SF) GARAGE (SF) PATIOS (SF) CONTACT NAME (If Different Font Applicant) / , — , \I nXmP. MOvX ( T'^ <- &/4-/U )ADDRESS . , — ' "i V . •/ ' «'l _!^ 1 ydr\LC'lS> OY\ v^S] n ^TTlCy 1 \J{j CITY ^-j-^ />?TATE ' ZIP Cj fe)i$ — ^TO ^0 — 'ol.OO Qc^^ — *T"^j(j) — le><^(_y EMAIL PROPERTY OWNER NAME ADDRESS CITY STATE ZIP PHONE ! FAX EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC # DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YES D # NO D YES D NO D YES D NO Q APPLICANT NAME ADDRESS , A 1 ' P\^bclwo .n&A^G&f QoraSLoi- lySTO CITY J"£TATE ZIP ' PHONE FAX EMAIL CONTRACTOR BUS NAME ADDRESS CITY STATE ZIP PHONE FAX 1 EMAIL STATE LIC # CLASS CITY BUS LIC# [Sec 70315 Business and Professions Code Any City or County which requires a permit to construct alter, improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he islicensed pursuant to the provisions of the Contractors License Law {Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code} or tL" L .<.—e~- —j .L- <..... •- .L. -n._.j .- -• / Section 7031S by any applicant for a permit subjects the applicant to a civil penalty of not more than live hundred dollars {$500})r that he is exempt therefrom and the basis for the alleged exemption Any violation of .-.,.•,...,.;•,.- : Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations d I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued CJ I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My workers compensation insurance carrier and policy number are Insurance Co Policy No Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less n Certificate of Exemption I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees -£5" CONTRACTOR SIGNATURE DATE / hereby affirm that I am exempt from Contractor s License Law for the following reason n I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) D I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractors License Law) n I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement d Yes d No 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) iPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act7 D Yes d No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' a Yes d No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site7 d Yes d No IF ANY OF THE ANSWERS ARE YES EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address Icertrfythatl have readtfieapplicatonandstatetriattheabove information iscorrectandthattheinformationontheplansisaccurate I agree tocomplywithallCityordinancesand State lawsrelatngtobuildingconstruction I hereby authonze representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSH A An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 stones in height EXPIRATION Every permit issued by the Building Official under the provisions of this Code shall expire by limitatoon and become null and void if the building or work authonzed by such permit is not commenced within 1/iO days from the date of such permit or if thebujlding or work authonzed by such permit is suspended or abandoned at any tme after the work is commenced for a penod of 180 days (Section 106 4 4 Uniform Building Code) i .. r. f^-^s~n ^ -x x. UAit Vv EsGil Corporation In Partnership with government for (Buififmg Safety DATE JUNE 20, 2007 s OAEEycANT JURISDICTION CARLSBAD Q PLAN REVIEWER a "PILE PLAN CHECK NO 05-1489 (REV # 2) - PCR # 07-121 SETT PROJECT ADDRESS 1201-CAN-NON-ROAJX /?OC{ PROJECT NAME CARLSBAD RANCH RESORT (VILLA 3 TIME SHARES) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to RUSS ONUFER 2398 SAN DIEGO AVE , SAN DIEGO, CA 92110 XI Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted RUSS " Telephone # 619-297-8066 Date contacted (by ) " Fax # -8055 Mail Telephone Fax In Person - ->, _ ,- " ,. _ , [Xl REMARKS ROOF TRUSS PLANS"AND" CALCULATIONS ARE UNDER THIS PERMIT DEFERRED SUBMITTAL PACKAGE By Ah Sadre Esgil Corporation D GA D MB D EJ D PC 6/14 trnsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 *• (858)560-1468 4 Fax (858) 560-1576 CARLSBAD OS-1489 (REV. # 2) - PCR # 07-121 JUNE 2O, 2007 f - VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD 2)- PCR#O7-121 PREPARED BY All Sadre BUILDING ADDRESS 12O1 CANNON ROAD PLAN CHECK NO 05-1489 (REV # DATE JUNE 20, 2007 BUILDING OCCUPANCY Rl TYPE OF CONSTRUCTION VlHr /SPR BUILDING PORTION TRUSS DEFERRED PACKAGE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code | AREA ( Sq Ft ) CB Valuation Multiplier By Ordinance Reg Mod VALUE ($) Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance $48000 Type of Review Cj Repetitive Fee^] Repeats D Complete Review D Other ,—, Hourly D Structural Only 4 Hours* Esgil Plan Review Fee $384 00 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc Davis Construction, Inc. SUBMITTAL REVIEW Review is only for general corrformanee with the information tents shall iliance with a departure , correlating and fabrication processeTarid teTOnkjues tu UUKUIIKUUI, uuotuuwuuu of his work with that of other trades; and performing the work in a safe and satisfactory iBate. ROOF TRUSS SUBMITTAL PROJECT: VILLA 3 CARLSBAD RANCH Carlsbad, CA t DATE: April 27, 2007 THIS SUBMITTAL NOT REQUIRED AND NOT REVIEWED £3. CONFORMS TO DESIGN CONCEPT D CONFORMS TO DESIGN CONCEPT WITH REVISIONS AS SHOWN D NON-CONFORMING, REVISES RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE CONTRACTOR, SUBCONTRACTOR OR FABRICATOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS, ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS, MEANS AND METHODS OF CONSTRUCTION, AND COORDINATION OF THE WORK WITH THAT OF OTHER TRADES. S-J0-07 DATE PROJ ENG JOB # MMCONSULTING ENGINEERS FILE NUMBER Note: This truss package describes project specific truss and their respective components. Any field modifications that involves the cutting, drilling, or relocation of any structural truss member shall not be done without the approval of the truss manufacturer or a licensed design professional. . Engineering Index Sheet Project Number Project Name Development Site Location Roof (Drag/Mam) Building Code DL Top Chord DL Bottom Chord LL Top Chord LL Bottom Chord SL ground | Truss ID 1 D1 2 D2 3 D3 4 D4 5 D5 6 G1 7 G2 8 G3 9 G4 10 G5 11 G6 12 G7 13 G8 14 G9 15 HG2 16 HG3 17 HR1 18 HR2 19 HR3 20 HR4 21 HR5 22 HR6 23 HR7 24 HR8 25 HR9 26 HR10 27 HR11 28 HR12 29 HR13 30 HR14 31 HR15 32 HR16 33 HR17 34 J1 35 J2 36 J3 37 J4 38 J5 39 J6 40 J7 FM-06-010-V3T Villa 3 Phase 1 Carlsbad Ranch Resort and Hotel Carlsbad, CA 2001 California 17psf 5 psf 20psf 5 psf 0 Spec Number 1 1 1 1 1 2 2 2 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 30 1 1 9 Wind Speed 70 mph Open Category P Building Category (2) General Seismic Coefficient 0413 SL design 0 | Truss ID Spec Number 41 J8 1 42 J9 1 43 J10 1 44 J11 4 45 J12 4 46 J13 9 47 J14 1 48 J15 4 49 J16 1 50 J17 1 51 J18 6 52 J19 2 53 J21 12 54 J22 1 55 J23 1 56 J24 1 57 J25 1 58 J26 1 59 J27 1 60 J28 1 61 T1 4 62 T2 1 63 T3 1 64 T4 4 65 T5 2 66 T6 1 67 T7 2 68 T8 2 69 T9 2 70 T10 1 71 T11 2 72 T12 2 73 T13 2 74 T14 2 75 T15 2 76 T16 2 77 T17 2 78 T18 2 79 T19 2 80 T20 1 FM/IEAMX 1315 Damelson Street Suite 100 Poway CA 92064 phone (858)486-7200 fax (858)486-7220 'Items noted as B trusses denote blocking panels which are not a part of this design package • they are reflected within details that are referenced within layout drawings | Truss ID Spec Number 81 T21 8 82 T22 4 83 T23 4 84 T24 4 85 T25 4 86 T26 1 CD©W WW '<?.) TICmen7JM z5IS ?5°f1s2o> KO o^om 8™rmc°°!"sl"§3" &MH71 I O 5 li1°II <-o- ,> 2-V ^ 6-0" i f ± ) '' g 1 (a>\^_^ ^"^ v../C-) CARLSBAD RANCH RESORT SHEET TITLE Roof Truss Layout I Q. O O Oo o ol CNI U-C/3coco LU< OUJ CO CO 01 CO < w o oo LJL O CO oDL LJJ Q < CD LU CO o LU Oo LU Q I I s£J«S5D IT I LJ Isllii^So § 5i- ° Z in toco < T-°? D. COSSSSwl^5 §5§S LO I LLJ CO o LU ^ CO CO C£ o CO £_ 1-111o O1_i O1 1LL. CO<£ CO COD 011— II 0i LU LU I LU ^LL eceLULL LUo: iw LU_ O b « H 0 111I UJLUI LL • !)© 1* LU O O iy LU LLLUo:1 b 0LU g X1111- o LUX LU LU X LL • sQ.o: o CO Q o LU OO CO CO I Sc s CO LLJ Q O Q_ X XX X «\ X X X X X-XN X \-\ X X X X mru ^ WNSoco^ ii! H QOL _ Z I- 01LLJ < m CO CO a:i— Q LU oUJ CO r 16 © J—' r ' UJ COCO UJ COLI. LLo CO CO a: a. CO O OLJJ Oo CO CO a: f\*o S IQ CDLLJ ijto K ?oft ^>5:2 n_ wDO£o'-i^ii^lO <2 F-i OL uj b«O^S ^30O ^ < 2 ^|*S?i§^10 DC I t^ £0 b inoIs:x^<zai fi »i^0w< ?5% < 00 \ \ \ \ \_\ \ LJJ Oo Ocr: o LLJ 1 og GO L 55 5 LU WW O *V)00 o CO CO CO LU Q_ LU CO CO o LLJ O O CO CO o: LU Q 9?o o CO CO LU Q O I * CO CO CD QlilQ111tu\ I CMo oco sg * ogs9w,w Na: 0.0 g •* CO O oco LU O Ocr: LU o CO cr: LU cr:o LUx LJL Q_J LU Q 5CC mO G- guj "8O (2i- m otro o o Q CDor _i T ^ CO§^|go: o ^ £I I f-\ V*, oeg dAl .8 «- OO u_ «^ CO I- ^o < UJ° n o?<20i^o% Q I- W 5 CO CD Qo:o o o o CD o o cr: oo CNa:00 o CD Q O O OCQ 01 LLJ Q_ LGSEA Gauge Steel Engineers Association 1726 M Street, N W, Suite 601 • Washington, D C 20036 • (202)263-4486 • FAX (202)785-3856 FIELD INSTALLATION GUIDE FOR COLD-FORMED STEEL ROOF TRUSSES : ' r t < * : } ^Improper or inadequate construction bracing is one of the most significant contributors to the collapse of truss systems This document is imented to provide the Erector with some general guidelines for the proper -storage, handling, and bracing of trusses " Further information on the design of construction (temporary) and permanent bracing is provided in LJjSEA Technical Notes '5$ld, "Design^ Guide for Construction Bracing of Cold-Fanned Steel Trusses"., lan'd 551-e, ^Design Guide for Permanent Jiracing of Cotd^formeJSteeJ Trusses '' , ' \i ^ r *• '•• * » * T •' \ i~ "*"' * • i This safety alc-rt symbol is used to attract your attention' PERSONAL SAFETY IS INVOLVED! When you see this, symbol - BE ALERT TO POSSIBLE DANGER CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures WARNING: A WARNING describes a condition where failure to follow instruction could result in se- vere personal injury or damage to structures DANGER: A DANGER designates a condition where failure lo follow instruction or heed warnings will most likely lead to senous personal injury or death, or damage to structures /.* DESIGN CONSIDERATIONS TRUSSES TO BE SPACED AT A MAXIMUM 4'-On FOR ALL CONDITIONS DESCRIBED BY THIS DOCUMENT CAUTION: All temporary bracing should be designed in accordance with LGSEA "Techni- cal Note" 551d - Design Guide for Construction Bracing of Cold-Formed Steel Trusses " WARNING Temporary bracing is designed to hold trusses plumb during erection DO NOT STEP on temporary bracing CAUTION- All bracing materials to be mini- mum 33 mil (20 gauge), 7/8" or 1-1/2" hat chan- nel, or 33 mil (20 gauge) 3-1/2" "C" stud CAUTION All connections should be made with (3) #10 self-drilling screws for diagonal bracing, and (2) #10 self-drilling screws for lat- eral bracing Light Gauge Steel Engineers Association FIELD INSTALLATION GUIDE -TRUSSES TRUSS STORAGE CAUTION- Trusses should not be unloaded on uneven surfaces or terrain which could cause damage to the truss CAUTION- Trusses must be stored on a slight slope and supported by blocking to allow for draining of water and prevent ponding of water on the interior of truss members /\ CAUTION Tarpmg of trusses during stor- , ! \ age must allow for proper ventilation to pre- vent undue condensation DANGER Do not store bundles upright un- less properly braced Do not break bands until bundles are placed in a stable position Upon cutting bands, immediately inspect trusses to ensure there i!> no damage to the chord or web members CAUTION Do not overload trusses during construction with stacks of construction mate- rial Design loads should not be applied unlil ail permanent bracing, including sheathing when used, has been properly attached WARNING- the bands Do not lift bundled trusses by MECHANICAL INSTALLATION WARNING Do not attach cables, chains, or hooks to the web members A WARNING. Do not lift single trusses with spans greater than 30' by the peak Truss rparu leu lban3U Approximately 112 truss length ApjiroiranlcJy ' 1/2 tntu leneih Damage lo the chord must be prevented Lifting devices should be connected lo (he Iniss top chord with a closed loop attachment utilizing materials such as slings, chains, cables, nj Ion strapping etc of sufficient strength lo cany the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until Ibe ends of the truss are securely fastened and temporary bracing is installed. Spreader Bur Toe In \ N\N\I/I7I/T/I / Toe In Strongback/ *- Spreader Bar AppnnlnialeJy 1/2 U) 2J3 uuu length I/PI7I Less Ihoa or equal ID 60 H ^ Tin, Line •Aprmximineiy 2/3 In 3/4 Ireu length Orulcr tbui 60 SlrongbacW Toe In SpreaderBar At or above -; rairj-lici£ln Approximately 2/3 w3M truss length than nr cijual la 60 ""TiB Line r~Greater than ryj /j\ CAUTION Temporary bracing shown in this summary sheet is adequate for the installation for trusses 1 with similar configurations Consult a licensed professional engineer if a different bracing arrangement is desired The engineer may design bracing in accordance with LGSEA's Technical Note, "Design Guide for Construction Uraang of Cold-Formed Steel Trusses " (551 d) FIELD INSTALLATION GUIDE -TRUSSES Light Gauge Steel Engineers Association GROUND BRACING Top Chord Lateral Brace Strut Ground Brace Vertical End Braco Backup Ground Slake Ground Brace Diagonal Honzorrlal Tie Member with Multiple Ground Stakes (Typ) Ground Brace Lateral Top Chord Lateral Brace 2 #10sds(TyP) Ground Brace Diagonal Ground Brace Vertical -y£- (2) #10 sds @ Ground Brace Vertical To Top (and bottom) of Wall — Truss Top Chord I—Truss Bottom Chord / | ^ CAUTION Ground bracing required for all installations Ground brace needed at each lateral brace location Light Gauge Steel Engineer* Association FIELD INSTALLATION GUIDE -TRUSSES PITCHED TRUSS 12 r greater ^ Span Up to 30' 30' - 45' 45' 60' Over 60' Mm Pitch 3/12 3/12 3/12 Top Chord Lateral Brace Spacing (LB.) B'-O" 6'-0" 6'-0" Top Chord Diagonal Brace Spacing (DB6) Ref to page 8 Ref to page 8 Ref to page 8 Consult a Registered Professional Engineer All lateral braces arc lapped at least 2 trusses Cnnltnuniu lop chord talent] brace required I Top Chords that are laterally braced can buckle together and cause collapse if there is no diagonal bracing WARNING: Failure lo follow these recommendations could result in severe personal injury or damage to trusses or buildings Span Up to 30' 30'-45' 45'-60' Over 60' Min Pitch Diff 30 30 30 Top Chord Lateral Brace Spacing (LB.) B'-O11 6'0" S'-O" Top Chord Diagonal Brace Spacing (DB,) Ref to page 6 Ref to page 8 Ref to page 8 Consult a Registered Professional Engineer SCISSORS TRUSS • 45' All lateral braces are lapped ot least 2 trusses Cbntinupu* tup chord lateral braix required Attachment In wall tcquirtd. Top Chords that are laterally braced can buckle together and cause collapse if there is no diagonal bracing FIELD INSTALLATION GUIDE .TRUSSES / igln Gauge Steel Engineers Association MONO TRUSS Top Chords thai are laterally braced can buckle together and cause collapse if there is no diagonal bracing Span Up to 30' 30' - 45' 45' -60' Over 60' Mm Pitch 3/12 3/12 3/12 Top Chord Lateral Brace Spacing (LBs) 8'0' 6'-0" G'-O" Top Chord Diagonal Brace Spacing (DBJ Ref to page 8 Rel to page 8 Rel to page 8 Consult a Registered Professional Engineer Diu{;onul5 brace also required on end vertical1; "UK'S' All lateral braces arc lapped at least 2 trusses PARALLEL CHORD TRUSS Top Chords that are laterally braced can buckle together and cause collapse if there & no diagonal bracing ~45C Span Up to 30' 30' -45' 45' -60' Over 60' Win Depth 30" 42" 48" Top Chord Lateral Brace Spacing (LB,) 6'-0" S'-S" 5'-6" Top Chord Diagonal Brace Spacing (DBs) Ref to page 8 Ref to page 8 Ref to page 8 Consult e Registered Professional Engineer The end diagonal brace for cnntile vered trusses must be placed on vertical webs in line with the support CoaUnunus lnji chord lateral Imcc required AJI lateral braces lire Inpped ol least 2 trusses End diagonals are essential for stability and must be duplicated on both ends of the truss system WARNING Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings Light GaiigL Steel Engineer*; Aiwctalion FIELD INSTALLATION GUIDE -TRUSSES BOTTOM CHORD PLANE 12 3 or greater Span Up to 30' 30' - 45' 45' 60' Over 60' Mm Pitch 3/12 3/12 3/12 Bottom Chord Lateral Brace Spacing (LB,) 15' 0" 15'-0" 15'-0" Bottom Chord Diagonal Brace Spacing (DBJ Re! to page B Ref to page 8 Ref to page 8 Consult a Registered Professional Engineer •45' Bottom Chord diagonal bracing repealed at end of the building and nl same spacing as top chord diagonal bracing All luleral braces arc Inppcd nl least 2 trusses WARNING* Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings WEB MEMBER PLANE Permanent continuous lateral brace as specified by the truss Cross bracing repeated at each end of the building and at 20' intervals or equal to the diagonal brace spacing, whichever is greater • 45 FIELD INSTALLATION GUIDE -TRUSSES / tgln Gouge Sieel Engineers Association INSTALLATION TOLERANCES OUT-OF-PLANE INSTALLATION TOLERANCES BOW c 1/4" 1 uuiu j,,,, .- ... ... ! in) |" ^^ s_ ai=--- = *-~ — — ' ej— ~ ==r_ _r Lesser of L/200 or 2" C I (m\ Lesser of [~ L/200 or 2" 4 1 Lfwrt I L(in) 50' 1 DO- ISC' L/200 1/4" 1/2" 3/4" L(fl) 4'-2" 8'-4" 12'-6" LOn) 200" 250" 300" 17200 r 1-1/4" 1-1/2" L(ft) 16'-8D 20-10' 25'-0° OUT-OF-PLUMB INSTALLATION TOLERANCES D(.n) 12" 24" 36" 48" 60" 72" 84" 96" 108" D/50 1/4" 1/2" 3/4" 1" 1-1/4" 1-1/2° 1-3/4° 2" 2" D(fl) r 21 3' 4' 5' 6' T 8' 9' Truss Depth D(m) I I I I Plumb Unc Lesser of D/50 or 2" -H hf- WARNING' Do nol cut, alter, or remove fasteners from trusses /l\ DANGER* Under no circumstances should construction loads of any description be placed on ( *> unbraced trusses ,' 1 \ DANGER: Do not walk on trusses when wet due to slippage hazard Light Gauge Steel Engineers Association FIELD INSTALLATION GUIDE •TRUSSES . DlAGON^ll'Bi^CE SPACING (DBJ 1-t •.•:.'••• •: • • • -i7 i M-» - r.-Uf",;.;^- v •-., -••*'& • , Span Range up to 30' up to 30' up to 30' up to 30' up to 30' up to 30' IT t i;.i. )» \. \\itt •-.»-. „!.:;L aAiiisiEmvli'iiii 30' to 45' 30' to 45' 30' to 45' 30' to 45' 30' to 45' 30' to 45' n^^iiijiniuiim^i SM.(>J[f "*jMiw.lJj J Ji titn~\ -a 45' to 60' 45' to 60' 45' to 60' 45' to 60' 45' to 60' 45' to 60' Bracing Material * 87 F 125-33 67 F 125-43 150 F 125-33 150 F 125-43 350 S 162 -33 350 S 162 -43 *.t»i Mi f'^- - >J'}> '"" IK* '** 1* * " ilia_al!i!W!!l)ii J!U jUMnMrtiiJJl,; 87 F 50-33 87 F 50-43 150 F 50-33 150 F 50-43 350 S 162 -33 350 S 162 -43 'S'SJ^tfi^^ttiy-ifSf 87 F 50-33 87 F 50-43 150 F 50-33 150 F 50-43 350 S 162 -33 350 S 162 -43 DBS( 2*0" truss spacing 40 40 40 40 40 40 teu,iih..uLL'i'!j5i.>:uL*!va;utpiiiiB2 18 20 20 20 20 20 E5R^?fS{.'Kl!ia!!{,!ftt;3?{jl^t^ 8 12 8 12 12 12 ft o.c) 4'0"truss spacing 40 40 40 40 40 40 eHTil?ltlOIBw'>%Ktlfili«.ii«8tolii 20 40 16 32 40 40 Ff®g®Se3K?£%K& 8 16 8 12 24 24 * Using This Chart The material designations in this chart are based on industry standards adopted by the Steel Stud Manufacturers Association These designations contain the following elements a Member depth expressed in l/100th inches, b A single letter designator to represent the type of material S = Stud T = Track U = Cold rolled channel P = Furring (or Hal) channel c. Flange width expressed in 1/100th inches, d Minimum base metal thickness in mils (l/1000th of an inch = 1 mil) Sample. 150 F ' 43 Mm tix oral ttriacB n nth F1»F 1° I'IDD hcta!hrniog(hij)rh»nl—— MrmbrrdqXl In (he use of cold-formed steel roof trusses, the installer (builder, contractor, licensed contractor, erector or erection contractor) is responsible to properly receive, unload, store, handle, and install these trusses in a manner that will protect life and property The Light Gauge Steel Engineers Association believes that the information contained within this publication are in conformance with prevailing engineering standards of practice However, the LGSEA does not intend these recommendations to supersede or be superior to design specifications for installing, bracing and handling provided by the project Architect or Engineer, or exclude the use of any other design or construction technique The bracing system in this document is designed for the weight of the trusses and bracing members in normal construction conditions NOT for high wind or other extreme conditions The information provided in this publication shall not constitute any representation or warranty, express or implied, on the part of the LGSEA or any individual that the information is suitable for any general or specific purpose, and should not be used without consulting a qualified engineer, architect, or building designer ANY 1NDIVIDUAL OR ENTITY MAKING USE OF THE INFORMATION PROV1DFJD IN THIS PUBLICATION ASSUMES ALL RISK AND LIABILITY ARISING OR RESULTING FROM SUCH USE. 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