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HomeMy WebLinkAboutTrussLAYOUT 1 OF 2=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. zDo not st nd on trusses until they are braced per BCSI & properly nailed to straps and hangers!! NARRANGE, WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 41' - 46' IN LENGTH!! HANGER SCHEDULE \ REPRESENTS A HANGER USE HUS26 FOR 2X4, SUH46 FOR 4X2 XCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTE ER FOR CARRI TRUSS FASTENER FOR CARRYING TRUSS GR5 GR3,GRF SNP3 6- d 6-8d GR6 GRA,GR5 " REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING UNSUPPORTED JACK CONNECTION DETAIL MTS16 strap (or equal) over Top Chord and under Bottom Chord with 10d x 1.5" nails: 7 nails in Carrier Jack: 7 in Hip Carrier Double straps for 5' Jacks _ CARRIED JACK HIP PIGGYBACK DETAIL MATERIAL & LABOR TO ATTACH PIGGYBACKS IS THE RESPONSIBILITY OF THE BUILDER. FAILURE TO ATTACH AS SHOWN CAN RESULT IN FAILURE OF ROOF, INJURY, AND LOSS OF LIFE. FAILURE CAN OCCUR DURING INSTALLATION OR LATER PIGGYBACK Z x� CDX PLYWOOD GUSSET Continous Lateral Bracing BASE TRUSS 24" MAX OC LATERAL BRACING 36" MAX OC GUSSETS BuilderrTruss Installer to attach piggyback truss to base truss with 8"XIV 012" Plywood Gusset C�2 maximum 36" on center with (4) 8d common nails in bottom chord of Piggy Back Truss and top chord of Base Truss. Gussets are on ' both facestsides of trusses. Bottom chord of Piggy Back Truss and top chord of Base Truss are braced a maximum of 24" on center with 2x4 continous lateral bracing. *Please refer to Standard Engineering package for gene I instuction on installing hangers `� �p Apply lateral bracing as base trusses are set. 10d=0.148" x 3" 16d=0.162" x 1 /2" Trusses beginning "JU" and \ � � � • other unsupported this should SEAT PLATES Y CHAMBERS TRUSS beinstalled way. 56-04-00 43-08-00 7-00-00 12-08-00 33-08-00 10-00-00 30' Sp n or less Spreeder BarLO i 60 degreesAor less Ju I, JU J3 4s- -00 'o Ta Ilne Tag line �� P rox 213 to u 9 v2 of Span. J5 ! j � J5P i .......... ... REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. J7 Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. 5-00-00 6-00 00 J7P ........ oo ...._ A All load bearing walls, headers, beams, & lintels must be In place 7P Al { at indicated height before trusses P g _ _ I A2 are installed. �I I J7 0 A3 o- -- AIR HANDLER NOTE00 is layout, these trusses are not J7P Unless noted elsewhere on this y o A4 for air handlers in the roof or for an other A/C designedy 0 e uirements. This may be in conflict with building code and A/C co 7P .... A5 q y 3 C ILI Design requirements. Consult with Building Department and A/C Contractor. 7 _ A6 -- PORCH -- -- I j7r=�-H �al WARNING . 3/ 2 ILI set b a rofeesional builder The size of these trusses makes It necessary that they e y p miliar with and experienced in the problems and dangers of setting large span trusses. 7 PO R H � _ A8 he builder and erector should consult with an engineer licensed in Florida specializing o es. The engineer should be at M wood roof trusses about the safe erection of these truss g -- the job site when trusses are erected to provide supervision and advice. N ........ .x:::. ...:.cv:.. ... ..... .......... ..... ......... ........_ .......... ..... .... .............. .. .............. ....... ... ....... ............. ...... J7 12 5 r 2 00_00 J7 — — BA AB fi, 5-00-00 I I 18- -00 12-04-00 0 J7P uo I co U _ J5A DENOTES PIGGY BACK 1- -00 o ODD SPACE AB o AREA / 4-0 1:Z- - -- - o MV12 9 7AC o co o -� 0 o MV10 7-10 y AC JU 5 18-00-00 -00-00 14-00-00 GR4 10- MV8 E 5-08 MV1 2-Oi) C8 J3 MV1 CD MV6 00 16-00-00 o J4 o C7 1-01-01 N Crket B� Builder o — — CD o o W. � ch a 0 co MV4 M 1 n J7 o J4 C6. Y : O CORNDERJACKS 0 ARE NOT BEVELED. _ .__U N MW2 SEE STANDARD ENGINEERING. O z > J 4-00-00 J7K J ................... ... ................. .......... r°o C5 R5 7 lit 3 ✓j 2 08 I M + + " MV2 J7 Ca. o �I -7 J5P o co Q N CNN In - P R H N 7 0 J7 0 C3 W o 0 J7P co 18-00-OC 14-00-00 �' c6 J7 s 5-00-00 N O Q C2 II I— Q ...... ...... T J7 J7P J CD W �i --- - C1 o J7 Q J J7 r 0 2-00-00 o C J7P J7 0 9 N 6 QO 00 RG G J7P J7 o 22-00-00' 11 o it 5-00-00 r �� o o I o WALL HE IGHT 8 5 o 0 0 0 o � o I + + ATTIC STORAGE 3 J3 WALL HEIGHT 9'-4' � 5-08 11 U N i t20 o JU co v v N v v v r, n n n r` n n n n H F- i- F✓ F F F H W w w C9 W w W C9 u- U- LL tL LL w LL :(� ' ; o O p VOLUME CEILING - - 37-0 00 28-10-00 27-02-00 18-00-00 75-08-00 93-08-00 r IL fa T in i �— 1l2 span approx. PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 9'-4" END DETAIL: TYPICAL DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI � 2-00-00 � HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT 24" O.C. THRU CORNER JACKS ONLY 24" 1' 1-11t CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY Hatch Legend FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED &RETURNED ' The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the 'undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. After 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is ' responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this Payout. A $50 per hour' fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of'. delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss seasonable attorneys fee for collections in event of payment not timely made. 1-1/2 °/d per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to', herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. ' 11. Design responsibilities are per mNational Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIITPINVTCA 4 - 2002m 12. Warranty is per Chambers Truss Warranty attached. I DATED ' (SIGNED :FOR TITLE I' I A spreader bar may be required per "BCSI" to prevent injury &damage. ; Multiple ply trusses must be fastened together per engineering before they are I set, failure to do so can result in roof collapse. Temporary and permanent bracing are re uired and can save life q ife and property and is the responsibility of the truss erector. �I Study the contents of the information packet included on delivery before I setting trusses. ' Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC tman: MAIL((UGF1AMt3tK5TRU55.COM ' MITEK VERSION 7.4.1.431 9 LOADINGlDESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604.6.1 County ST. LUCIE Building Department ST. LUCIE CO. Wind Design Criteria ASCE 7-16 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 16' Building Type Enclosed Building Category II: Non Restrictive Exposure Category > C Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2020 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Desi ner and/or En inner of Rec d 9 or Chambers Truss Inc. Drawing Name: 77568 SCALE 1/ 4 V-011 223 total trusses, 74 unique designs Designer: RAC Reviewed by: Date:06/15/21 FOR DON HINKLE CONSTRSUCTION DESCRIPTION: ; CAUSLEY Page 1 of 2 CUSTOMER INITIALS EACH PAGE �77568