Loading...
HomeMy WebLinkAboutREVISION - TRUSS PAPERWORK249 Maitland Avenue, Suite 3000 Altamonte Springs, Florida 32701 P: (321)972-0491 1 F: (407)880-2309 E: info@fdseng.com r Website: www.fdseng.com CA# 9161 ENGINEERING ASSOCIATES November 29,20-1.8._ Classic Construction 9425 Avenel Lane Port St. Lucie, FL Lot: Subdivision: Address: Permit #: Lot 8 B194 Un 8 Lakewood Park 8206 Penny Lane 18090212 FILE COPY Truss Company: Southern Truss Company, Inc. Date of drawings: 11-21-2018 Job No.: 3931 Model: Crystal To whom it may concern, SCANNED BY ,It Lucie County We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles to be sealed by a certified truss engineer. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 0e s0s90YE G/J,: t M. SOgtis,. �v •,. �Q•E !V 3 . ,, 11/29/2018 m .®• �0 821269/2018•� Carl A. Brown, P.E. `I Sd9 • : - orn, P.E. •. FL. # 56126 FU, ,21 ATAT E '• •. Al om . P,. Pe®�AS"0NA�-�R�vb'� cc ®®aa Q•B9adts Doing Business with a Service Mindset and an Eye for Detal1�' ` Jim HANGERS TO BE USED - (Simpson) or (Usp) (3A HUS26 O HUS26 © HGUS26-2 © THDH26-2 QD HGUS28-2 pD THDH28-2 QH HHUS46 © THD46 © CONNECTION BY BUILDER ---_120 4a 4- — --- — —_ _ 164^—_ -- — — 0 J1 J NJ3 J1 0 0 J1 J3 J J JTT J J 'N a a a � V9d a 2. 2. J1 J3 J7 J7 J7 V .2•. I.J5 T. •i e•-e• 9'_0• CLG. tXG. Tr-1o' . . . CLG. Ts' 16-0' CLG.' T' e•-r r 2'-e• N J J J J J J J7 4 KP V4 < V4 11 0'-C V8 LG. . D1 < < V12 2 J1 .2. . . I. . . . . . ... ... dCLG.. ATTIC STORAGE • 20/ PSF LL . . . . . .B, .... ... ... ... .. ..B1 . . . . . . . . . . . . . . . . . . . J5 J3 . . . . . . . . . . . . J1 J7 N J7 N J7 J7 J7 JS J3 J1 °D 4' EEWLL Bt B, e, B............... J J J1 C�1 J1 1' it S. T 4' 2' 0' 5' 0' 2' 0- 13' 4' 18, 8' 48' 4' ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 8'-0„ — i-0,=0, — APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 4-3/16" HEEL HEIGHT 6 b Bn •: • BRG. LASS BEARING HEIGHT SCHEDULE I TYPICAL TRUSS END DETAIL SCANNED BY St Lucie County NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF 'HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED Y WOOD TRUSSES' (TPI). REVISE ANI)1RESIftf, 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL UNLESS SPECIFICALLY REVIEWED W'T" NOTATIONS AUTHORZEDEIN WRITI GD � NOT REVIEWED BY TRUSS PLANT MNGMT. Explanation) SIGNED See Corrections or comments made (on equipment sub ittakE or shop drawings during this review do not relieve cot tractor from compliance with requirements of the r t! ings and specifications. This check is only for nevi Of All spacing is 24" O.C., except as noted. general conformance with the design coileept o : NO Al walls shown are bearing, except as noted. project and All girds dies to with sheathing under. p general compliance with the information r umber of girder plies to be determined li engineering. �'a IVa11CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFlCE in the contract documents. The contractor is, respors���ing trusses is a service, not o requirement Engineered for confirming and correlatingall quantities and di ��@ip)bui suprcede a engineered of trusses. glt is the erecting truly Ui balder to utilize en meered drawings when erect'm trusses sions; selecting fabrication processes and tec:hniquI)a of construction; coordinaiing his work with that of all ," . WARNING trades and performing his work in a safe and gatisfa ,� s NOT TIE Rmn,�wnaF Taus, DEvauR, PLATE WxuFAcTURK FA00GTai PERSaK FREa1WC , ARE Oe1RYO0 To SETT( manner. aNAt AnwtE REGAFd NG ETECI ON TRuaTG YDn1 IS ALWAYS REOURED To PREVENT TOP"G AND DONINONG DURING E sem AND Pawkw eaAMNG WHICH FLORIDA � A p°� [� L. �/a gig e Q �p p WAY BE REQUIn IN sPErmc APPLIGTIa16 SIM 'ecs-11 S n — 2, 1 m1101TA Y F- 6 O R I D A DES 8'fi,aT tl d S O L U 1 A O 9 y 9 and TRUSEr (7M),S TRUSSES SSES ARE TO BE ERG tr RR AND Gr sTaMIETPLATE STRADIIED w00D COMMEND (TM} I R 011 ARE IN BE ERECIEO AND FAS101FD A CONNECTED AND PLNB POSRM YORE NO SWATHING 6 APPLED DIRI TO TINE TOP QIOPD� TIEY 91AIL BE MUM AS spla DON TLERUSS To"'N' Date l - 1 TRUSSES SHu1 TE HANDUD WITH REASO ARE CARE WNWETECIION To PREVENT ByDAMAGE Submittal No. -Project N0. W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. Project Eng, E-1 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER S000 POUNDS. FOR ALL r REACTIONS GREATER THAN 50DO POUNDS, OR SKEWED, NO .14 HANGER IS SUPPLIED. Trusses shown an this layout are a component part of the buldmg and show truss location. Proper erection, temporary and permanent bracing design are the responsiblity of the building designer or his engineer Lateral bracing shown an the individual truss drawings must be pieced during the erection procedure. I InD hit) , 1011 Lane CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS MWFRS(low-fse1/C-C hybrid Vkd ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Factor : 1A0 Wind load Duration Factor : 1.60 Moon Roof 114t : 4 f . a /O/�YU�T�I�HpU���NTT TRUSS (772) 464-4160 2590 N. Kings Highway Fort Piro, FL 34951 CUSTOMER: CLASSIC HOMES DESCRIPTION: Crystal Model a scan w1- oAAYI1m aurae -- o 3/16'=1'-0' 11 /21 /2018 PH , 3 9 31