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_- - - -- —-- -- -_-- - I _ I _ I _ 1- 1 - _I _ 1. I -----=-- `'- =- -`-- ---- - u _ _ _ _- _ _ - _. _. _.__. <br />JV -V <br />FRAMED BY <br />BUILDER <br />26-0" <br />2'-0 3/4" <br />M <br />00 <br />W <br />O <br />LO <br />LL <br />FT5 <br />F <br />I1 <br />LL7 <br />F <br />LL <br />LL <br />- <br />TB <br />s•. <br />BEARING <br />HEADER <br />O <br />E-- - <br />BELOW <br />- -- <br />-- <br />II <br />I <br />I <br />II <br />II <br />II <br />II <br />- — — <br />-- <br />II <br />II <br />II <br />r <br />i i <br />FT7 II <br />INT. BEARING <br />WALL <br />04 <br />FT7 SEr ON TOP <br />OF FT3A <br />II <br />LINE OF <br />FLOOR <br />ABOVE I r------- <br />II <br />II <br />I <br />II J <br />II <br />I <br />I I (7 <br />II z <br />Ii w <br />I I CY] <br />I I <br />I <br />II z <br />C_J <br />� 0 C <br />BEARING <br />WALL <br />LL <br />- <br />FT2G <br />4" CANTILEVER <br />2X8 LEDGER FASTENED TO EACH STUD W/ (2) <br />1/4"X5" LAG SCREWS. FASTEN TRUSSES TO <br />LEDGER USING SIMPSON LUS262 HANGERS <br />8'-8" <br />N <br />M <br />O <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B <br />1 /411 = 11-011 <br />C <br />c <br />e <br />8'-81, 21'-4" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B <br />1 /411 = 1 1-011 <br />Total Truss Quantity = 93 <br />I?�l �? TO FNG, <br />'Aa FOp <br />CONN�C110N, <br />CJ3 <br />O <br />CJ1 <br />r <br />C0 <br />U <br />V U <br />II,�II <br />I� <br />21 011 <br />TYPICAL 5' 5MACK <br />COF?MF,51 f LA[3�ILIN6 <br />ANb 5PACIN6 <br />CJ3 <br />CJ1 <br />p fO LNG, <br />PACK FOP <br />CONNECTION, <br />CJ5 <br />M <br />U <br />U <br />,051I <br />16 <br />2 i -01 1 <br />TYPICAL I' 5�MACK <br />C01?W,5Fi LAMING <br />ANb 5PACIN6 <br />TRUSS NOTES: <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS <br />ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF <br />TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS <br />MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP <br />DRAWINGS MUST BE REVIEWED AND APPROVED BY <br />DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD <br />PRIOR TO CONSTRUCTION. <br />TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL <br />SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS <br />NECESSARY DUE TO FINAL TRUSS DESIGN OR <br />CALCULATED REACTIONS. ALL MODIFICATION TO BE <br />REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER <br />OF RECORD PRIOR TO CONSTRUCTION. <br />ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE <br />FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE <br />APPROVED BY DESIGN STYLES, INC. PRIOR TO <br />CONSTRUCTION. <br />TYPICAL TRUSS CONNECTORS <br />1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. <br />2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME <br />CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO <br />TRUSSES W/ MTS16'S. <br />4. USE HETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />OTHERWISE NOTED. <br />8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR <br />OTHER CONNECTIONS. <br />DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE <br />RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS <br />INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. <br />NOTE: <br />ALL VALLEY KITS MARKED WK" OR "MVK" ARE <br />CONVENTIONALLY FRAMED. PLEASE REFER TO <br />ENGINEERING PACK FOR DETAILS <br />NOTES: <br />• FLOOR TRUSSES ARE CUT BACK 3/4" FROM <br />• EXTERIOR BLOCK WALLS. <br />• FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. <br />• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />BACK LOCATIONS. <br />• SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR <br />WALLS. <br />NOTE: <br />DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS <br />OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR <br />WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT <br />CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 <br />NOTE: <br />MULTI -PLY GIRDER CONNECTION. <br />ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND <br />OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS <br />ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. <br />NOTE: <br />ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY <br />THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE <br />IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN <br />ORDER TO AVOID REPAIRS. <br />COLUMN NOTE: <br />REFER TO FOUNDATION PLAN FOR COLUMN SIZES <br />12 <br />5 � <br />H�F> 4-1 /16" <br />12 <br />mmD CU1" 2X 4 <br />Virtual Review Assist, Inca <br />Plans Review completed and appl <br />r compliance with the 7920 pD(a 7ti <br />by Debra Anne Ki ahr PX2390 <br />HANGER CHART <br />A L = HUS 26 (SIMPSON) <br />i = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />= HHUS46 (SIMPSON) <br />I abeled End Mark <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or I ss 30' to 60' Span <br />Spreader Be, <br />60 degrees <br />or less <br />1/2 � ) „ 2/3 to 1/2 l <br />line I- span approx. , Ta line f span approx. <br />REFER TO BCSI -131 <br />Truss must be set this way if crane used. <br />Truss is an example, your truss may not match. <br />Insist crane operator sets truss this way. <br />General Notes <br />1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES <br />AND FLAT GIRDERS HAVE THE TOP CHORD <br />PARTIALLY PAINTED GREEN TO BE INSTALLED <br />GREEN SIDE UP. <br />2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS <br />OTHERWISE NOTED. <br />3. ALL TRUSS SPACING IS 24" O.C. UNLESS <br />OTHERWISE NOTED. <br />4. PER TRUSS PLATE INSTITUTE BCSI-B1 <br />RECOMMENDATION PERMANENT X-BRACING <br />SHOULD BE PLACED AT A MAXIMUM SPACING 15' <br />O.C. ACROSS THE SPAN, TO BE REPEATED AT A <br />MAXIMUM OF 20' BETWEEN EACH X-BRACE <br />THROUGHOUT THE STRUCTURE. PLEASE REFER <br />TO BCSI-B1 FOR ANY ADDITIONAL BRACING <br />DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 % <br />WIND SPD/TYPE = 140 <br />ENCLOSED <br />BLDG EXPOSURE = C <br />USAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON = 9.2 PSF <br />DESIGN CRITERIA <br />F°BC 2020 <br />TPI 2014 <br />Truss member design & connector plates <br />are designed for ASCE 7-16 and maximum <br />forces from both components and claddings <br />and main wind force resisting systems. <br />* These trusses have been reviewed to carry an <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />ROOF DESIGNED FOR <br />HI LE <br />ALL REACTIONS OVER 5000# <br />AND UPLIF°`TS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />• WINAN , <br />/1,5, -0 Ili <br />►•iiii%i� �I�z,1001 <br />OAD DESCRIPTION INIT. DATE <br />1 <br />f <br />BASE LOAD JMD <br />07/01/15 <br />01 <br />LCTEXTENDED FT3A JMD <br />08/07/15 <br />01 <br />ADD FT7 JRH <br />10/21/16 <br />RB01 <br />LC9 JTH <br />12/7117 <br />RB01 <br />CHANGED HANGER TO SIMPSON RDP <br />03/08/18 <br />RC01 <br />REV. FLOOR BRIG. JRH <br />3/4/2020 <br />RD01 <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />RE01 <br />UPDATED FOR LCA SHIM <br />1/15/2021 <br />RF01 <br />ENTRY TRUSSES INTO LEDGER JTH <br />1 7/30/2 <br />LOAD# DESCRIPTION INIT. DATE <br />RF01 <br />RELABEL ADD 7G4 MAW <br />10-22-21 <br />RF01 <br />DELETE PROJECT 7G4 GSB <br />2/22/2022 <br />RG01 <br />REV. SPACING JRH <br />08/22/2022 <br />CAR]PENT R <br />FE <br />OONIRACTORS <br />Off° AMERICA <br />---- _ __-. <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE1 <br />( 800) 959-8606 <br />FAXI <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT .TIMBER CREEK <br />MODEL :1873 AMERICAN DREAM/B <br />CCA PROJ/MODEL/ALT <br />.7A2/ 1871B <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />PEGNER PAGE <br />D <br />1 2015 <br />SCALE <br />319839R 1 4" "=1' <br />M <br />N <br />0 <br />N <br />M <br />M <br />�m <br />.> <br />J DOS <br />o <br />CIO <br />r <br />•� <br />¢ <br />^ivy 5 <br />W <br />a <br />w <br />0 <br />z <br />a� <br />�I > O N 0 <br />U <br />cniA G7 <br />4- �� <br />Ln M <br />C E 0 <br />_D Oo 2 o <br />o�o v Q <br />•nN` U W QN <br />W L 0` <br />7U 0 tQ <br />w <br />ow �; WOE <br />LU �21 �IYz0 Z <br />(� WQ�2 <br />Q Q U <br />J<O< �LL0 <br />Boa zLLU-0z20,I—- <br />JO <br />Q <br />I— H <br />U' <br />ocnwgozo22oowrnxoozz <br />_oa>zYe0 0Wa�a <br />0 <br />LL Z <br />-j¢ OW <br />Q <br />D Y <br />Q❑CL <br />¢ <br />O o~?— <br />z g <br />LL¢ O tauL <br />• <br />O <br />N <br />O w <br />H <br />�>-,(n 1,00 <br />O <br />Q ( <br />J Ln <br />LL <br />QWQLn <br />Q�-Q00 <br />z <br />l— <br />:Z <br />W <br />C) <br />110 <br />N <br />N <br />M <br />N <br />M <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />1 <br />C) <br />M <br />r <br />4 <br />T- <br />N <br />C) <br />N <br />C) <br />N <br />O <br />O <br />O <br />0 <br />CIO <br />M <br />r <br />o <br />� <br />T- <br />r <br />T- <br />� <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />O6 <br />O <br />O <br />ob <br />N <br />M <br />'fit <br />O <br />� <br />o <br />CA <br />0 <br />C3) <br />0 <br />O <br />T- <br />O <br />T- <br />N <br />o <br />0 <br />0 <br />NLra) <br />r- <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />Lo <br />1 <br />00 ul) <br />z z <br />— z ° <br />� <br />W <br />oLUW <br />U H 5;O <br />o <br />Q <br />�o�o <br />Oa=Q <br />z <br />Zw~P <br />=co0Z <br />0 3 J <br />z <br />i'mzXrl <br />Mzz <br />W <br />O-12Z <br />< pp <br />VWZ <br />) <br />z � <br />�¢z0 <br />Z <br />U <br />U� <br />a <br />0 <br />0 <br />m <br />IX <br />Z <br />A4 <br />¢ <br />Z <br />W <br />W <br />co <br />C) <br />LAST PLOT DATE <br />> <br />Mar. 23, 23 <br />Z 0 <br />2ND FLOOR <br />ROOF <br />_J <br />FRAMING PLAN B <br />