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HomeMy WebLinkAboutREVISION - LETTER ABOUT TRUSS - COMPLIES^"" 249 Maitland Avenue, Suite 3000 -Altamonte-Springs,-Florida-32701- - -- - - -- `" P: (321)972-0491 1 F: (407)880-2309 1 E: info@fdseng.com LN Website: www.fdseng.com CA# 9161 ENGINEERING ASSOCIATES Ad-00) 911A November 29, 2018 Classic Construction 9425 Avenel Lane Port St. Lucie, FL Lot: Lot 17 B162 Un 6 Subdivision: Lakewood Park Address: 7801 Ft. Walton Ave. Permit #: 18090214 Truss Company: Southern Truss Company, Inc. Date of drawings: 11-21-2018 Job No.: 4394 Model: Crystal To whom it may concern, &wv-q 7 E V1- ST LUCIE Co TY BUIL�NV DIVISION REVIEWED FOR COJ�EREVIEWED SYDATE E KEPT ON ]GyB PLANS AND PERMIWILL O MADE SITE OR NO INSPECTIONS) SCANNED BY St 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, 60 � ♦Qf. 11/29/2018 6 f1/29/2018 m • b Carl A. Brown, P.E. o -o a To orn,;$� FL. # 56126 •�,��•.. L. 821 (t. - 0 "Doing Business with a Service Mindset and an Eye for Detail" ( HANGERS TO BE USED ) Q HUS26 Q HUS26 © HGUS26-2 © THDH26-2 Q HGUS28-2 Q THDH28-2 Q HHUS46 Q THD46 Q CONNECTION BY BUILDER 16'-4"--- — -- - - c o C✓,r J1 J2 C C 1— f-• O M Q Q ¢ < ¢ Q J1 J3 O � N th ¢ ¢ Q 6 ¢ o c '` ¢ C1 � J1 J3 JS J J J J n Q Q Q z V9 Q ¢ 2' z J1 J3 J5 J7 J7 7 V5 . z•. . r CLG.' w'-B' 9'-0' CLG. •I ' 10'-D CLG. 9'-0' CLG. 18' 2•-B' 1' 6'-2' 1' 0 N °n N J J J J J J J1 ¢ ' ¢ V4 J7 N J7 J7 J7 J7 J5 J3 J1 b 4" EEWLL 0 -0 LG. V4 4 Kt V8 V12 D1 Ell 131 Ell Bt B J J J1 Gh^ Bz 1 Jt Jill 1' J5 J3 J1 0 N ATNC STORAGE ' 20/ PSF LL . . . . . . i.... ... i. . . . . . . . . . . . . . 6'-O" CLG. . ..... . 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 APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 4-3/16" HEEL HEIGHT 8'-0" 6 �dw 8" ':• BRG. n 10'-011 ,'-a- TRUSS BEARING HEIGHT SCHEDULE TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN UJ STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING k BRACING METAL PLATE CONNECTED ~ f U REVISE &ND -RESUBMIT WOOD TRUSSES- (TPI). NO BACK CHGES OR CRANEOF REVIEWED WITH NOTAT10% ! 4) KIND WILL BEARACCEPTED UNLESSH PEC ARGES FICALLY Y NOT REVIEWED (See Explanation) AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. Corrections Or comments made on equipment suhm ttalilGNED or shop drawings during this review do not relieve "Gl TITLE tractor from cOn— fiance with rC-qujreMer. qS of th is �IIWDATE int3� a�c� sn^� iI Itions. T his check is only for r� Yt@� GT NI spacing is 24' O.C., except as noted. general conformance ��N�E� vVi`th the design concept Of the All walls shown are bearing, except as noted. Prp)cCt and general COrnl3tii'Ct? ,°e ra All valleys calculated with sheathing under. _ 9tit the information g v e;Namber of girder plies to be determined by engineering. in the �� contract documents. The contractor is s espcn,. P3MOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. fOF C/S tobeling trusses is Engineered B p} �$ 6.uCI@ �o�l 1 `�/ Tfirrfiii i� $ �i a service, not a requirement O correlating all quantiti(,S and diTT i�rpwings supercede labeling of trusses. It is the responsibility sions. seiyct:ng iabrication processes alid 't qt1e of ih builder to utilize engineered drawings when erecting trusses. construction; caorciinaL g his work kith that of ell c her WARNING trades and Performing IT is work in a safe and satisfac TZaR1RU55BR,%G6Nor -RE9'ONSwa1TY OF muss DESmm RATE MANUFACTm manner. FABRCATOR PO NS FREEING TRUSS S ARE CAU OM ro SM PROFMOM ADwa RECARoeTc ETECI ON eRAra c Nwa1 a Atrun REgARFD ro PREVENT TOPP NO AND DONNONO D"O DIMON, AND PEANANEAa ORAONG WOtli SEE TM-M FLORIDA DESIGN SOLUTIONS , ma REammATmmf. HAEmu�NC isT�ALLM& D� NARY • NOW TRu54Y (TPI. TRUSSES ARE ro BE ERECTED AND FASTENED N A STRAW AND PE1110 POSETION WADE NO 9EATMNG IS APPEID DOECT.Y ro THE 7OP amsR TIEY D BE BRAD AS SPEOM ON TEE TRUSS DESIGN. Dateq, L4� — MUM SHALL BE HANDFED WTH RF.ASaU&E CARE DURNG ERECTON TO PREVENT DANAW_ submittal No. Project No.. Project Eng. j W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. (~ TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE . olect Naive" _ Q CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL w-•- �_..a 7 REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECIIDNS ' MWFRS(low-(se)/C-C hybrid Wind ASIDE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity: MPH Imp. Factor : 1.00 Wtd Load DwaUm Factor : 1.60 Mean Roof Height: 148. - Trusses shown on this layout are a component part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer. Lateral bracing shown on the ,individual truss drawings must be oloced during the erection procedure. N�1TIMU�M7�T �TRUSS (772) 464-4161 CCWi- NWT INC. 2590 N. Kings Highway Fart Pierce, FL 34951 CUSTOMER: CLASSIC HOMES DESCRIPTION: Crystal Model SCAIL MIL CRAM BY. dUwMO NaYefA 3/16"=1'-O" 11/21/201R 17FiG 4394