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HomeMy WebLinkAboutApplication- Permitn/0 Job Address No. 6093 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 GIenwood Springs, Colorado 81601 (303) 9454212 Old Highway 6 & 24, Parachute Nature of Work Usc of Building Owner Building Permit Manu, Home on Foundation w/Triple Garage John Wierenga Owner Contractor Amount of Permit 5 955.29 Permit: 457.75 Plan : 297.54 Set Up Fee : 200.00 Paid $497.54 9-20-96 DateOctober 2, 1996 5, Archuleta Clerk BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO Applicant to complete numbered spaces only. PERMIT NO. 4693 PARCEUSCHED NO. J06 AURES 7--.,i . R, 7 �!� fes= / �� 5� / rtt i •. it Z Retf) '�J ' e % 1 LEGAL LOT NO. DESCR. BLOCK SUBDIVISION .t. 14-.:1-1,71,0.l I T' ' iir%�ti,S,_S ' 2OWNER / /� / J�� i kI4/r N!/ _T.o► ADDRESS ! 5d / ,t% PH ry %DID / �e WK. PH.7sf3 IiV 3 3 Raz CONTRACTOR rj%% ADDRESS PR LICENSE NO. 4 ARCHITECT OR DESIGNER ADDRESS PH, LICENSE NO. 5 ENGINEER ADDRESS PH. LICENSE NO. 6 S.F OF BUILDING /16 A, /40h S.F OF LOT cr.v, HEIGHT 43 / NO.OF FLOORS 1 7 USE OF BUILDING /QE,g F 4- 'i9 E 8 CLASS OF WORK: VNEW DADDITION ❑ALTERATION nR€PAIR DMOVE ❑REMOVE 9 DESCRIBE WORK Ci"/e5 /!de! ,' y4W J 5�r9 `Aeu.,.' --CJl'�. IC ;y4,i4/ �Vnw 10 GAS RAGE SINGLE CARPORT SINGLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN 1 VALUATION OF WORK: $ ADJUSTED VAL.$ PLAN CHECK FEE f 7, PERMIT FEE �� 7 , 7 J SPECIAL CONDITIONS: SCHOOL IMPACTFEE A e} (,, NO. OF BUILDINGS ON PARCEL USE OF BUILDINGS NOW ON PARCEL /f TOTAL Fa' / 3D .4:17 OCC, GRR3 LI 1 CONST, TYPE !( NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL. PLUMBING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND THE SAME TO SE 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 AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE L- UCTION O. E ' 'FORMANCE C NST yrT"`010,7r sap WATER SUPPLY DATE PERMIT/ISSUED /0 a - 94 HEATING, SPECIAL APPROVALS REQUIRED RECEnrtD NOTREOUIRFn IS ZONING (------- J WORK IS HEALTH DEPT. KNOW FIRE DEPT. TO GIVE SOIL REPORT OR OF SETBACKS !r FLOOD HAZARD ., ';:• ature of • • : Contract° authorized age a '•• r=.. and -• notic- . /40 above. / ► MANUF. HOME y app .6 O Building Department Approval. ,: Planning Department ApprovaU• 1 OTHER .Z -SDS f Sd • Da 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 IN SUPPORT OF THE OWNERS INTEREST. Garfarm.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE I IA cd X9c.- The following items are required by Garfield County for a final inspection: 1. 'A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, aII necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****Cannot occupy or use dwelling until a Certificate of Occupancy (C.O.) is issued. Occupancy or use of dwelling without a C.O. will be considered an illegal occupancy and may be grounds for vacating premises until above conditions are met. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature Date r_Qclint-,V',_,L61_0_07,.25 7, C _ 27.7514.4-4 tr4A,00; 3a.L 3 x,9.2 -- ._.g. " 1 _2 LP© o0R©a _7c .P5 --- 1_1_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 znd 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 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 iv 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 nd adjacent properties) , streams or water courses? Yes j No (1) Not necessary for this project (2) Does the site plan indicate the location and direction of the County or private road accessin the property? Yes No (1) Not necessary for this project (2) 4._)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 engineer d design? Yes No („ Not necessary for this project (2) 5. 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 _____(1) Not necessary for this project (2) 6. Do the plans indicate the size an location of ventilation openings for the attic, roof joist spaces and soffits? Yes t/ No („ Not necessary for this project C2, 7 Do the plans include design loads as required under the Uniform Building code for roof snow Toads, (a minimum of 40 pounds per square foot in Garfield County) floor loads and wind loads? Yes c7 No (1) Not necessary for this project (2) 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof nstruction? 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 No (i) 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 V No („ 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 II EPA certification? Yes 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 (1) Not necessary for this project /. (2) 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 • No (1) Not necessary for this project (2) 16, Does the,plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ._ No („ Not necessary for this project (2) 16. Do the plansindicate 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 t 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 1,.' 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 (2) Will this be the only residential structure on the parcel? Yes No If No -Explain 3 Have two (2) complete sets of constructions drawings been submitted with the applictio ? Yes J No (1) Not necessary for this project (2) Is this an application for the placement of a manufactured home? Yes ,V No 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 load); foundation design; method of anchoring? Yes ,% No (1) Not necessary for this project (2) ( 22. Have you designed or had this plan designed while considering building and other construe ion code requirements? Yes 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 . No (3) 24 Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes No (3) 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 No ,3) 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 vi 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 1 have read, understand and answered these questions accurately to the best of my ability. • nature date Phone:ft$"?73 (days); Project Name: (evenings) Project Address: 77 7 /f ?e; IL# 4,-5 /3 Notes (1) If you have answered "No" on any of these 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: A. The application may be pieced 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. (3) 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. PerApp02.95 Effective August 15, 1995 5 6181 - 335 Road FAX (97o) 984-3533 New Caste:, CO 81647 (?7O) 984-2336 " TO: FROM DATE: 6/2.E, SUBJECT: FAX COVER SHEET NUMBER OF PAGES TO FOLLOW: APPROX. PRODUCTION DATE: Uv' to *** THESE DRAWINGS ARE FOR APPROVAL. PLEASE HAVE YOUR CUSTOMER CLOSELY REVIEW SPANS, PITCHES,LOADING, AND QUANTITIES. *** IF DRAWINGS ARE AS REQUIRED,PLEASE HAVE YOUR CUSTOMER SIGN ON THE DRAWINGS AND RETURN THEM TO US. *** IF DRAWINGS HAVE CHANGES, PLEASE m"- THE ,nriNGES ON THE DRAWING AND RETURN TO US. 06/23/97 13:24 0'970 984 3533 TRUSFAB INC. ,J 1US! t. LOcAfloN 51',L I cll, tltffi sketch w111 b6 ,i§gid for de l lvnr y rr p isr+. It 15 lmhortA0 tl.ntyou ha me atcurntt A OO4s1b1e In rllvInc1 dlretElnns to your , ob i te, tj to YaI{d 1h Lim#t9 t autUIdo rtty i�1r�Its =.l..Y. lay, . . -.... _..la�..i.l=..YLV.L yl.4411...m.44.114.1•6111 11 til w E S a-------- t II S t souril doh ttM1 4-ilu it)BsIfI A1iWItSs,; . y G I X11 do 1 TE Wu. ;Ut1NO rs: a yA n'EtPlr � h Pf A MCO 1A9M '--f Ulm Li �lh4l �rm�atowwm E O O fJ OMHM Q IJ U fl e. m � 1 Eng CJ ri N�'1 000ao .-.m 00000 l ,§ i f HH A .0 e i,..mOr-I cold NOVIH Ln °P1PAP, IL ,Nrel„,,wo Q � 4 r N 7 n 1� 4 O c 4 tar tJ preceded by "19" 0 T.) 0 V rn w w w W I W 11. a< u a a. 0 0 0 0 6 a o c St. rl r -1m w Grob pi i L., U Xi 04H 'DTI ££9£ X86 OL6a tZ:EI------L6/EZ,/9O 1 0 9 0 0 a op 0 u rl 01 N NNNM nmo U rl (1" U" U mrlN 00000 000'0— dam'0 rlN0ll rma9j l0 0 0 M 0 0 H 0 a CO 0 P4 ki N 0 O 1 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT FIELD COUNTY, COLORADO Date Issued I0 ..Zoned Area Permit No 4!;:l AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all . laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDjA'ELY BECOME NULL AND VOID. Use " ` ' ,(.. . ..a. c Address 1. ggal Desc ip 'anpyy �q DSI b y 3- �p {!' Own:r 0 $1 VJ R €'T art c .�1 . Contractor fcr. 0^ yr ,' a.,� Setbacks Fru! V Side Sick Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD r Footing . ..) 0 -9,.-) A 1 Sf/Cri) Foundation'-,./. /7 -- -. t u'si 7L !! — 4 7 -- — - I G —4 7 1 Underground Plumbing -/3-;7,y,,,/,, , insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by Stale Inspector) >-139-](;t.— Gas Piping >` l -Z— 0/- 7 4---,-- .Final c 7 (1,-1—._i- ,Electric ElectricRough (By State Inspector) fl Q� Septic Final - , moi. / U Framing -/ 3-` 7 4 0,40;:,.._ , v (To include Roof in place and Windows and Doors installed). AMMUMMEMMEMOmmr Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHET1-lER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT 1S NOT TRANSFERABLE Phone 945-8212 109 8t1 Street County Courthouse Glenwood Springs, Colorado. APPIWVEDDO NOT DESTROY THIS CARD Date By r 44 IF PLACED OUTSIDE - OVER WITH CLEAR PLASTIC 12 4 or greater t All lateral braces 44/0.441‘tft. trusses. Adegib4‘'‘Z..' • Up to 32' MINIMUM PITCH' 4/12 TOP>':CHI"iRD. LATErAL Bw i4g4 SPACI NG (LBSI 6' Tbp OHORD DIAD ONA!...: BRAG:;. SPACING'(DB& [# cruses] SO/DP.?: 20 SPF/HF 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required Topchords Ihatare laterally braced can buckle togetherand cauaecollapse ilthere isnodiago- nal bracing. Diagonal bracing should be nailed to the underaide of the top chord When purlins are attached to the topside of the top chord. R+4 `PITCH�I]°:TRUSS AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. MINIMUM!,: PITCH DIFFERENCE "pp:D' . LATERAL BRACE SPACIN (LBS) TOP GH0RD DIAG9[VALBRACE SPACING (DB3) SP/DF:' SPF/HF! Up to 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 SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required All lateral braces -� lapped at least 2 trusses. 12 sa‘. rriff 40rA2.1rAr4e Fre,A=17. rA Frame 3 Top chordathal are laterally braced can buckle togetherand caueecollapse ilthere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the fop chord. SCISSORS TRUSS' 12 4 or greater Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MNINIMUM PITCH 4/12 4/12 4/12 B0TTOM CHORD L4'TEI AL BRACC SPACING(LBs) 15' 15' 15' `BOTTOM'C} ORD: DAG461IAL BRACE SPACING (DB5) (# ttusses] 'SP/DF'!'. 20 10 6 SPFIHF : See a registered professional engineer 13F - Douglas Fir -Larch HF - Hem -Fir • Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. 15 7 4 SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM:CHCRD'PLANE .. AWARNING: Failure tofollow these recommendations could result in severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. :-WEB'MEMBER PLANE Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 AWARNING: Do not attach cables, chains, or hooks to the web members. Tag Line 60' or Tess k -I Approximately '/- truss length ,\ 6Qo' �or I ss k I Approximately '/z Truss length Truss spans less than 30'. Spreader Bar Toe In —r Approximately 1/210 Y3 truss length —Toe In 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. MECHANLCAI 1NSTALLATI.ON Lifting devices should be connected to the truss top 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 /�.i7 `vim `.✓/�v Approximately V. to Y3 truss length Less than or equal to 60' Tag Line Tag Line Strongback/ Spreader B z/ ` �. k10 � J \ Approximately 1/2 to 3/a truss length a Strongback/ SpreaderBar At or above f mid -height Tag Line L\ Greater than 60' 11\l0'_ 10 l-. / irq__ \ \l/ Li/ Approximately 11o'fa truss length Greater than 60' 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 E3RACING BUILDING INTERIOR F�\ i Ground brace 1 .vertical (GBv) . \ 1\\ jr,,,r- N \'',e, �h`1 4 \ \\V�\��V,Ground brace IaWV�\ A Mere (LBG\k Ground brads diagonal,(OB D)` _`' \ -L Note: 2nd flow ayetam shall have adequate capacity to support ground - ; snit Boor I st floor GROUND.: BRACING: BUILDING EXTERIOR: Ground brace diagonals (GBD) Typical vertical attachment End Wail Side Plan Blacking Ground Brace -„ Verticals (GBV) Ground brace vertical (GBv) `i - Backup ground slake r• / Orourld brace \ tai truss of braced /shear ( - group of trusses - End brace (EB) Driven ground slakes -' /1 rfi , 1 11Typical horizontal tie member with 1 multiple slakes (HT) Strut (51) CAUTION: Ground bracing required for all installations. A Frame 2 { • Up 10 32' !MINIMUM ',DEPTH: 30" �aP.GHaRIa .. . LATEFIA L °BRACE !:!,SPACING -0"y 8' toP CHi Rb DV G.O.NA.I, HFIACE; SPACING (DBS). [# trussesj SP1DF ",( SPFAHF 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 2x412x6 PARALLEL. GHOHD TRUSS Top chords that are laterally braced can buckle logetherandcausecollapse itthere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached lo the topside of the top chord. 0.1' a "1011°. -44/01,411" -..ION. --:_14-410#11:000111,-,. 44.111-1101- ■ ra •A rd bf I 41111 i' tru6SCS.. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required 2O'lpgsl trusses SPff l 2' O• C. IV. The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential far stability and must be duplicated di both ends of the truss system. 30" or greater AWARNING: Failure to followthese recommendations could result in severe personal injury or damage to trusses or buildings. 4x2 PIIRALLL,L CHORD TRUS, STOP CHORD Top chords that are Ialerally braced can buckle together and cause collapse itthere ism diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. 14' 3aYbes1 Trusses g z, Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required Alf lateral braves-Iapped at least two trusses. End diagonals are essential' stability and must be duplicatedon both ends of the truss system. Frame 5 H-7-- 31/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. •t This safety alert symbol is used to attract your Aattention! PERSONAL SAFETY IS 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 ° Itis the responsibility of the installerfbuilder, building contractor, licensed contractor, erectororerection 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 other structural 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 or erection 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. TRUSS STORAGE CAUTION: Trusses should not be Aunloaded on rough terrain or un- even surfaces which could cause damage to the truss. 8•-10' 8'-10' CAUTION: 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. 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. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 filiNIMUM"° PITCH TiiP :CH(3Ftb: LATERAL BRACE SPACING(LBS) TQP CHORD DIAGONAL;BRACE SPACING (DBS) ![#trusses] SP/DF::!: .SPF/HF: Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' 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. Topchordsthat are lalerally braced can buckle togetherandcausecallapse inhere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord. MONG:TRtj$$`: 'a0' , A 12 —73or \8 greater (Co \. & j4. "sJ All lateral braces lapped at !east 2 trusses. Continuous Top Chord Lateral Brace Required Ii IsI AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. PLUMB Truss Depth D(In) Maximum Misplacement Lesser of - D/50 or 2' INSTALLATION :TOLERANCES D(ih) D/50 D(fl) :_ 12" 1/4" 1' 24" 1/2" 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' ±," Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES, 1 T ±y; 1 T AWARNING: Do not cut trusses. Length L(in) BOW .................................... h L(in) t Lesser of L/200 or 2" L(ln) 1/200 ::Lift); 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) Lesser of L/200 or 2" L(in): L/200: L(11) : 200" 1" 16,7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. ADANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. Frame 6