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HomeMy WebLinkAboutApplication- PermitJob Address No. 6078 GARFIELD COUNTY BUILDING, SANITA7TONand PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 qCounty Road 237, Silt Nature of Work Building Permit Useofluilding S4na-1 e Fam l y Dw l l i ng. w/Double Garage Owner Dale & Shauna Overholt Contractor Owner Amount of Permit $ 1, 727.96 Permit: 1,047.25 Plan 680.71 Paid $680.71 7-31-96 Date September 20, 1996 S. Archuleta Clerk -r BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO Applicant to complete numbered spaces only. PERMIT NO. PARCELJSCHED NO. JoaADORESSE5T '-f01.1rs5tsown1e 5 son , R qIJ µE fog PM. Sraigr4 ref E, 11.1. 5E_ 1/14 4er^ 57 j,.. t LEGA DESCR. 1 2 3 4 5 6 7 8 8 9 10 LOT NO. OWNER 0AIt �I-RAiA >\1A CP ERZH01 T CONTRACTOR ty,„ ez DAL 1 T BLOCK SUBDIVISION M i L,t=,S 140-1E_ S ARCHITECT OR DESIGNER �t�altc�S INL. ENGINEER S.F OFBUILDINL krer6 USE OF BUILDING RE.s i DIJVc.c.. ADDRESS 34t! E 7—" RiFlf� co - ADDRESS ou A1-1-1A ALE ADDRESS MP1361"4 q5 55440 KIPM/,VNFScTA ADDRESS S.F OF LOT 1(1'1;,4° .fit, ,SL2F_5 CIASS OF WORK: lit NEW o ADDITION ❑ ALTERATION in REPAIR a MOVE a REMOVE DESCRIBE WORK: VsuILIaln1L1 A /NIL J 1-to1-1E GARAGE SINGLE OCJ DBLE g CARPORT SINGLE DRIVEWAY PERMIT DOUBLE ON SITE SEWAGE DISPOSAL PERMIT ,,/ SITE PLAN I PH. 90 ..yam_90/z: PH. -*`- PH. 5,53 - fi PH. HEIGHT Z5 Fr. 97,a"3415- TSW WK PH. 976-0 Z5- o�svz LICENSE NO. LICENSE NO. LICENSE NO. NO. OF FLOORS Z -r -M 11 7 31, if l ,s�..— +LAAID VALUATION OF WORK: $ , ADJUSTED VAL.S cj SPECIAL CONDITIONS:)tr/0'7 Cl ' X Si %=f64,921.a3 Ez i a" /6 , 6 g : ;3,70a ttR NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID 1F WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENDED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS 0 ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR E ' RFORMANCE OF CONSTRUCTION. Signature of Owner, Contractor or authorized age Building Department Approval to ,r ', ' Planning DepartmentA PLAN CHECK FEE 6Fo=7/ SCHOOL IMPACT FEE PERMIT FEE . © + r, NO. OF BUILDINGS ON PARCEL ONE. S~' USE OF BUILDINGS NOW ON PARCEL R IDEM TOTAL FEE es) D7%P !i/ WATER SUPPLY (ASTEPn.1 OCC. GR. CONST. TYPE DATE PERMIT ISSUEDa0—y-4 SPECIAL APPROVALS REQUIRED REcgrvEn Nor REQUIRED ZONING HEALTH DEPT. FIRE DEPT. SOIL REPORT SETBACKS FLOOD HAZARD MANUF. HOME OTHER TS OS 1117,c0 6 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND 1N SUPPORT OF THE OWNERS INTEREST. //��,, Garform.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL '!il . Sv 1 GARFIELD COUNTY BUILDING AND PLANNING MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION MANUFACTURED HOMES ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling construction under the Uniform Building Code. This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit completed check list at time of application for a permit: 1 C1) Is a site plan included that indicates the distance of the proposed building or addition to property lines, other buildings, set back easements and utility easements? Yes ,( No (1) Not necessary for this project (2) Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties) , streams or water courses? _ Yes X No u, Not necessary for this project (2) 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes X No (1) Not necessary for this project (2) h. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or_per stamped -- engineered design? Yes _ __ No (1) Not necessary for this project (2) Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No y n> Not necessary for this project jc' ` (2) Do the plans indicate the size an location of ventilation openings for the attic, roof joist spaces and soffits? Yes X ` No (1) Not necessary for this project (2) Do the plans include design loads as required under the Uniform Building code for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County) floor loads and wind loads? Yes X No (1) Not necessary for this project (2) 8Q Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes No (1) Not necessary for this project (2) 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes $ No (1) Not necessary for this project (2) 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes X No (1) Not necessary for this project (2) 2 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes X No (1) Not necessary for this project (2) 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase 11 EPA certification? Yes X No (1) Not necessary for this project (2) 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No s (1) Not necessary for this project A c2, 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes ,x No (11 Not necessary for this project {2, 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes js;,, No (1) Not necessary for this project (2) 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes X No (1) Not necessary for this project (2) 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes A No (1) Not necessary for this project (2) —18 Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from that association, if required by that association, prior to submitting an application for a building permit? Yes � No (1) Not necessary for this project X (2, Will this be the only residential structure on the parcel? Yes No If No -Explain 3 20. Have two (2) complete sets of constructions drawings been submitted with the application? Yes x No rn Not necessary for this project (2) 21. Is this an application for the placement of a manufactured home? Yes No 4_ If yes, have you specified the size of the unit (min. 20ft x 20ft); live roof load (min.40#); wind design (min. wind speed of 80 mph & 15 Ib. wind Toad); foundation design; method of anchoring? Yes No (,) Not necessary for this project m Have you designed or had this plan designed while considering building and other construction code requirements? Yes X NO (3) ®. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield Building Department? Yes x No (3) 24. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes k No (3) 25. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School impact" or "Septic system " fees required, at the time you pick up your building permit? Yes x No (3) 26. Are you aware that twenty four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day before . Failure to give 24 hour notice for inspections will delay your inspection one (1) day. Yes No Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes . No (3) 4 28. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the application is the party responsible for the project complying with the Uniform Codes". Yes No (3) I hereby acknowledge that I have read, understand and answered these questions accurately to the best of my ability. signature (ww.-st7) Phone: '70 aFqz. (days); R7o UZS— gnrz. (_uu. Tu65 Project Name: vEQ- iso -r - Project Address: Notes: '-3i- 9Le date 93O- 6p4S - 90z— (evenings) (1) If you have answered "No" on any ofthese questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. (2) If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: (3) A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy' not being issued. PerAppO2.95 Effective August 15, 1995 5 0 TRU5 JOIST CORPORATION a division of TJ International . 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BOX 1125 PINE BLUFF, AR 71613-1125 • DATE ORDER BY HOW SHIPPED TERMS SHIP DATE 07/21/97 167759 FOB JOBSITE NET 30 08/11/97 PSF LOAD PER LOCAL CODE Wall Thkness 2X6 Spacing 24" O.C. DIRECTIONS: To Follow X Attached FIRM: X Ship When Ready Call Before Delivery MARK QTY SPAN PITCH DESCRIPTION OH/OH rEp�.t EXTENSIONS ALL 4/12 & 8/12 TRUSSES HAVE 9 1/4" HEELS; 12/12 TRUSSES HAVE 1'-1 7/16 HEELS. T1 3 27'-0" 8/12 COMMON 10.5110.5 T1A 6 27'-0" 8/12 TRAY - (SEE DETAIL) 10.5/10.5 T1X 2 27'-0" 8/12 GIRDER - (SEE LAYOUT FOR PT. LD.) 0/0 G1 2 27'-O" 8/12 GABLE 10.5/10.5 T1B 5 27'-0" 8/12 STUB COMMON TO 19'-2 1/2" 10.5/0 T2 10 24'-0" 8/12 COMMON 10.5/10.5 G2 1 24'-0" 8/12 GABLE 10.5/10.5 T3 4 10'-4" 8/12 SCISSOR - (SEE DETAIL) 0/0 T3X 1 10'-4" 8/12 GIRDER - CARRIES T1B 0/0 G3 1 10'-4" 8/12 GABLE 10.5/10.5 T4X 1 7'-4" 12/12 GIRDER - (SEE LAYOUT FOR PT. LDS.) 0/0 G4 1 7'-4" 12/12 GABLE 10.5/10.5 V4A 1 5'-4 6/16" 12/12 VALLEY TRUSS - V4B 1 2'4 6/16" 12/12 VALLEY TRUSS - BRACING INFORMATION TO GO WITH TRUCK - SHIPPING TICKET MUST BE SIGNED PURCHASE ORDER NUMBER MUST APPEAR ON ALL INVOICES NOTIFY PURCHASER -IMMEDIATELY IF UNABLE TO SHIP -BY REQUIRED DATE Sales Tax Number ON FILE Engineering Required (Seals:Yes if Yes, State = COLORADO ) Accepted by Date Purchasing Agent /`jam Salesperson MEMBERS OF THE WOOD TRUSS COUNCIL OF AMERICA Build Without Drawing Approval? No Build Immediate? No SHIPPING TICKET ALL QUANITIES MUST BE VERIFIED BY RECIPIENT, ANY DAMAGED OR BROKEN ITEMS MUST BE NOTED ON SHIPPING TICKET, CUSTOMER HEREBY AGREES THAT 40 PAY DEDUCTIONS OR BACK CHARGES WILL BE ACCEPTED WITHOUT APPROVAL IN WRITING BY ANY OFF ICER OF CUSTOM BUILDING CONCEPTS, INC. CiCIPIENT al' Shipping Ticket # 972318-1685 PAGE 2 OF 2 OFFICE 501-536-5871 FAX 501-536-2329 USTOM UILDING °NGEPTS,Inc . N VV y I JOBSITE DELIVERIES NATIONWIDE SERVICE SHIP TO OVERHOLT, DALE 3764 COUNTY ROAD 237 970-876-5426 RIFLE, CO 81652 •P.O.BOX 1125 PINE BLUFF, AR 71613-1125 • DATE ORDER BY HOW SHIPPED TERMS SHIP DATE 07/21/97 167759 FOB JOBSITE NET 30 08/11197 PSF LOAD PER LOCAL CODE Wall Thkness 2X6 Spacing 24" O.C. DIRECTIONS: To Follow X Attached FIRM: X Ship When Ready Call Before Delivery MARK QTY SPAN PITCH DESCRIPTION OH/OH 1A t EXTENSIONS M1 15 5-0" 4/12 MONO 0/10.5 MG1 2 5'-0" 4/12 MONO GABLE 0/10.5 MIA 4 3'-6" 4/12 MONO - (SEE DETAIL) 0/10.5 OPTION - (PRICE SEPERATELY) T2 2 24'-0" 8/12 COMMON 10.5/10.5 • BRACING INFORMATION TO GO WITH TRUCK - SHIPPING TICKET MUST BE SIGNED PURCHASE ORDER NUMBER MUST APPEAR ON ALL INVOICES --- NOTIFY PURCHASER--IMMEDIATELY-IF UNABLE TO SHIP BY REQUIRED DATE Sales Tax Number ON FILE Engineering Required (Seals: Yes if Yes, State = COLORADO ) Accepted by Purchasing Agent / ;1.cs J Salesperson MEMBERS OF THE WOOD TRUSS COUNCIL OF AMERICA SHIPPING TICKET ALL QUANITIES MUST BE VERIFIED BY RECIPIENT. ANY DAMAGED OR BROKEN ITEMS MUST BE NOTED ON SHIPPING TICKET, CUSTOMER HEREBY AGREES THAT JO PAY DEDUCTIONS OR BACK CHARGES WILL BE ACCEPTED WITHOUT APPROVAI. IN WRITING BY ANY OFFICER OF CUSTOM BUILDING CONCEPTS, INC. KECIPiENT:1. Date Build Without Drawing Approval? No Build Immediate? No inc. 6181 335 ROAD NEW CASTLE, CO 81647 PHONE: (970) 984-2336 FAX (970) 984-3533 BILL TO: e'L1)`. OH BUILDING COI `E'1" P.; HOX 11?5 I',1..NE+; pil.,lli'.t : A1, ' I (,1 s 1 l Invoice DATE INVOICE # :1 AA t.i 4-7 SHIP TO: JoB P.O. NUMBER TERMS REP SHIP VIA F.O.B. PROJECT Ni'l 1.,lC! F011 6 Aug OUR THUC NEW LA:i7'! E i -126 T i 0)11414 8/12 :'') ' -o" 6 CO T:IA c'O??tw' 2 cit. 'C 1 X G:LRD1 R ) 2 "'RG G I REGULAR GAKN --:Ar 1'I 11 `;Toe, C.[-nooN -I - - L'.I '1';' +.,I011191. tN RG G2 H1!:Gi1LAR :(Af 1., • 4 .77SC T3 SCISSOR .11/ 10'-e - ^Gl TJY, G.3RUER r..'-E'LY 13/1 1 'G G3 REGULAR! GA3j " - 1 I t� GI T4X.. GIRDER (3 -:PL ) ;2/12 1'_4" RG G4 P1;Gu1J k GABLE " -LTC. k.14A 11Fit!1' r:G14HLI'.; I?PG 141:l 1)I4C).E' GABLE • - Ho E41 MONO 4/12 1s " _1r - kl1G kEGUL f HONG GABLE rE1O HIP SPPCXAL MONO) 3 _6" 1-) :14. '1'6; trtk you toryour Lig i - i int.::-,. IMF WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line 60° or less Approximately 1/2 truss length Y0� or less , Approximately 1/2 truss length Truss spans less than 30'. Spreader Bar Toe In Toe In Approximately 1/2 to 1 truss length Spreader Bar Toe In Less than or equal to 60' Tag Line AWARNING: Do not lift single trusses with spans greater than 30' by the peak. MECHANICAL I.NSTALLATIDN Lifting devices should be connected 10 the truss lop chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry 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 the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Toe In Approximately 1/2 to 1/2 truss len . th Less than or equal 10 60' Tag Line Tag Line At or above mid -height Strongback/ SpreaderBar t1 10' Approximately 1/2 to 3/2 truss length Strong back/ SpreaderBar Greater than 60' Tag Line NI Approximately 1/210 3., truss length Greater than 60' A CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. A GROUND„BRACING BUILDING INTERIOR': Ground brace vertical (GBv) 1truei► at grouRtiiirlifus! Grourrd brace \Z. talenri(WO ��—— Ground br Note: 2nd.tlacr oda brio* 161 floor GBD GROUND'' BRACING: BUILDING E?TERIOR Top Chord LBT1 Typical vertical attachment /Top Chord • Gsy i - o Plan Blocking Ground brace diagonals (GBD)- Ground brace vertical (GBv) End 1Na1l Ground Brace Verticals (GBy) Truss of braces Group of trusses End brace (EB) Backup ground stake Driven ground stakes St ut 1 (ST) �^C 11 N"/' 11 Typical horizontal lie member with L multiple etakea (HT) CAUTION: Ground bracing required for all installations. A Frame 2 DEPTH LATERAL BRACE E]'J 79?. CHORD SPACING (DB) :qyt;:p.14soesj;I; Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 054 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherandcausecollapee ilthere isno diago- nal bracing. Diagonal bracing should be nailed to lhe underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required .sses SPFAir 0, The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are stability and must be duprib both ends of the truss system. 30" or greater Air AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. :-i!4X2'.RARALLELCHO 071TRU$S:TQF!'.C1-1Q13P:i Topchorda that are laterally braced can buckle togetherandcause collapse if there ia no diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topside of the lop chord. Continuous Top Chord Lateral Brace Required 10" or Greater 1 Attachment Required —/ End diagonals are stability and must be dup both ends of the truss system. Frame 5 31/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing, Up to 24' Over 24' - 42' Over 42' - 54' Over 54' MINIMUM PITCH 3/12 3/12 3/12 TQP CHORD LATERAL'BF1ACE SPACING(l�B� 8' 7' 6' TOP CHDRD DIAGONA�BRACE SPACING?(DBS) I#trusses] SP/DF 17 10 6 See a registered professiona engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. ------- Top � Top chords thatare laterally braced can buckle logetherand causecollapse iithere isno diago- nal bracing. Diagonal bracing should be hailed to the underside of the top chord when purlins are attached to the topside of the top chord. 'MONOTRUSS :SPE/HF',:, 12 6 4 12 13 or greater All lateral braces lapped at (east 2 trusses. Continuous Top Chord Lateral Brace Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. PLUMB Truss Depth D(in) Lesser of D/50 or 2" INSTALLATION`TOLERANCES` D(in) D/50 D(fl) 3 12" 1/4" 1' 24" 112:' 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' Maximum Misplacement Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 T 1 ±'V4" A WARNING: Do not cut trusses. Length L(in) BOW .......-::::::::........... :::::::::..............•.............. L(in) tLesser of L/200 or 2" L(In) °, L/200 L(B), 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 314" 12.5' L(in) Lesser of L/200 or 2" L(in)` L/200 L(tt) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 125.0' OUT -OF -PLANE INSTALLATION TOLERANCES. A1.- DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. Frame 6 L TRUSS STORAGE 1 This safety alert symbol is used to attract your attention! PERSONAL SAFETYIS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES © iris the responsibilitvofthe installer(builder, building contractor. licensed contractor. erector or erection contractor) to properly receive, unload. store handle. install and brace metal plate connected wood trusses to protect life and property. The installer mustexercise the same high degree of safety awareness as with any otherstructural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow Instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be Aunloaded on rough terrain or un- even surfaces which could cause damage to the truss. 8'-10' ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. m ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 12 4 or greater s„-Nm•ZmwN. U11111 III ;II inri!lii.,1171111!! NiPv - 16te 'NV: 16: I • r, !Hein/ 110 , !ill! I WV Up to 32' 4/12 .1. TE11341:15F0NCti. 8' 1170r!CHOF#0:i.:. PIAGONA1:13FIAPI• 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer I III N 4111011Mh., +Wink 111411‘Wil, 10061rn 44:-.41A111i. -Nob, I \ 1111 fit L AIL IRO )1111iii 'MOH oil DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. Top chords that are laterally braced can buckle togetherand cause collapse if there len° diago- nal bracing. Diagonal bracing should be nailed to the underside ot the top chord when purlins are attached to the topside of the top chord. SP - Southern Pine SPF - Spruce-Plne-Fir Continuous Top Chord Lateral Brace Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. FITCH DIFFERENCE pliTga414p134pg: TC.T.:CHOFIDgEih:H DIAGONAL BRACE SPACING trusses] Up 10 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. 12 • w FA -04: -4 Amp. .04.00:10. / r<6, 0.) 7 Frame 3 Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside ol the lop chord when purlins ere attached to the topside of the top chord. SCIR$!T1130815 12 111 4 or greater Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM_ PITCH, 1. 4/12 4/12 4/12 Bo 1 QM CHOFI LATERAL BRACE 15' 15' 15' BOTTOM CHOFip DIAGONALBRACE SPACING (DBS) :', I# musses] SPIDF 20 10 6 SPFIHF: : See a registered professional engineer 15 7 4 DE - Douglas Fir -Larch HE - Hem -Fir /- Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. IBOTTOM CHARD PLANE;;;: AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. WEB MEMBE PLANE Cross bracing repeated at each end of the building and at 20' Intervals. 0R 7 Permanent continuous lateral bracing as specified by the truss engineering. 0 Frame 4 !� I€��f ,, ,��! I!Ill�IIN►Ilh! i11I �, �. !� IE �iII�I�!II i II Irl i ��j ! I�,, I, !'i111II�III!1!1H,yIiI 11I( II 'I1I jIII1111 ll1 II 1111 I4Illli! Milli l lo11Qoi �'�'l'IIlilill 11 �Iil;;l11J11IIlI� �Illliu�� Permit #:_aC262 _ ❑ Ok rough In Ok partial rough In ❑ Ok to pour ❑ Ok final Address Date -! Inspector �4+�' Inspector Phone # COLORADO STATE ELECTRICAL BOARD 1580 Logan Street, Suite 550 Denver, CO 80203-1941 Permit #. ❑ Ok rough in ❑ Ok partial rough In ❑ Ok to pour Ok final 1 1) -et Address 114------ Date Inspector _ Inspector Phone # A L%! AA COLORADO STATE ELECTRICAL BOARD 1580 Logan Street, Suite 550 Denver, CO 80203-1941 Permit # In Rough �� OK ❑ OK Partial Rough In ❑ OK To Pour tyleata a��oy c cir // Date o,�.'�T U d 7 4 4' Inspector C Inspector Phone t rTD COLORADO STATE ELECTRICAL BOARD 1580 LOGAN ST., SUITE 550 DENVER, COLORADO 80203 I ..