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I I III' 1 11 1 1 11101 1 1 1 l 1 1! 1 11 !I 1 <br />1 II 1 1 1 I 1 1 <br />1111 "! -' : 1" I <br />i 1 L <br />6'-0" 6-11 " <br />ROOF FRAMING PLAN (ELEV B. <br />1 /411 = 1 1-011 <br />0 <br />HEEL= 4-1/16" <br />PLUMCUT � <br />12" <br />12 <br />5.9 7— <br />2� <br />A� <br />01 <br />12 <br />— — — 2X4 <br />LABELED END MARK <br />TRUSS NOTES: <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS <br />ARE SCHEMATIC DESIGN ONLY. FINAL FLOCR AND ROOF <br />TRUSS LAYOUTS TO BE DEVELOPED BY TRJSS <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 "VK" OR "MVK" ARE <br />CONVENTIONALLY FRAMED, PLEASE REFER TO <br />ENGINEERING PACK FOR DETAILS <br />NOTES: <br />• FLOOR TRUSSES ARE OUT BACK 3/4" FROM EXTERIOR BLOCK <br />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 />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />V-0 5/16" 2'-0" <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />CJ3LO <br />U <br />CJ1 v <br />U <br />V-0 5/16" 2'-0" <br />TYPICAL T SETBACK CORNER -SET <br />LABELING AND SPACING <br />ATTENTION' <br />DON'T LIFT SINGLE TRUSSES <br />VATH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30' Span or less 30' to 60' pan <br />Spreader Bar <br />/ 60 degrees <br />y ✓ or less 17 <br />I 1/2 I 2/3 to 1/2 �1 <br />line I span approx. TjIm. r span approx. I <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-131 <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. <br />PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL <br />BRACING 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 />FBC 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 DFSICNFD FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON ENGINEERING. <br />LOAD# DESCRIPTION INIT. DATE <br />RlOt <br />Created from BID B312288A AS <br />8/6/2015 <br />RA01 <br />REV. ENTRY & ADD HIP @ REAR SHM <br />9/18/15 <br />RB01 <br />Add Vaulted ceiling in Great rm, AS <br />Dinin rm. Kitchen.Fo er & nt <br />12/29/2015 <br />RB01 <br />LC9 AND FBC2017 HAB <br />12/07/2017 <br />RC01 <br />RE-CALC A7G B.C. AS <br />7/23/2019 <br />RD01 <br />LCA JTH <br />1/4/21 <br />LOAD# DESCRIPTION INIT. DATE <br />■ Its revision revision block for alts only. <br />CARPENTER <br />—� <br />CONTRACTORS <br />.OF <br />AMERICA <br />3900 AVENUE <br />& N.W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PH❑NEI <br />(800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER LENNAR HOMES <br />PROJECT: <br />MODEL : 1450 <br />CCA PROJ/MODEL/ALT <br />7A2 / 1450B 1325 <br />ALT DESC: <br />OTC <br />LOT 1331 BLOCK 40 <br />DESIGNER I PAGE <br />DATE <br />083 06 2015 <br />LAN# SCALE <br />N321594L 1 1 /4 <br />Z <br />co <br />N <br />r s. <br />°s' L <br />N <br />O <br />•� <br />< A s t <br />� <br />•- <br />yl <br />� <br />- <br />z <br />w <br />w <br />Of <br />0 <br />z <br />Q <br />> LO <br />W 90 <br />M N ti <br />co 5 <br />V) V �_f Cn 2 <br />A� t 2) 0 U8 <br />T11 �� 0 ti 8, o Q <br />LU QN c <br />N >` cOE00 m <br />W <br />W O <br />�LLj <br />LU Q u cQr <br />zW Q�raaa�o�o <br />X< z~Q� <br />Q U<�mJOZLL <br />LLJ <br />o¢ <br />�IW�UWLX<O ��Z �aO0WQZWz0CLQ <br />LL <br />OW YQ <br />OQQ <br />LL ¢ O tl <br />>R <br />O <br />O <br />Z CN <br />O� <br />0 ti <br />� F- (M O <br />M L0 <br />LL <br />I— W 0- eM <br />CC 2 — <br />Z U <br />W <br />W <br />J� <br />O <br />J <br />F <br />8 <br />23 <br />'Plans R <br />V rtua <br />I <br />4V <br />0 <br />•skis <br />e <br />;r1 <br />- <br />for romplia <br />ce <br />c0 <br />pfet.0 <br />ar <br />ay <br />ebb <br />/;n <br />lliltO <br />r11 <br />N <br />N <br />CN <br />0 <br />N <br />Cn <br />M <br />O <br />N <br />O <br />Z <br />t <br />O <br />Nw <br />O <br />O <br />O <br />O <br />O <br />I <br />I <br />4 <br />M <br />V <br />5 <br />I <br />I <br />coZ� <br />VJ <br />QZ <br />O <br />Zw <br />O <br />W <br />U <br />mLLJ oo <br />UUY) <br />Lo <br />Z <br />�Z> <br />owo <br />Q <br />O <br />F— <br />a�a <br />w Q <br />Lf) <br />= <br />m~LU <br />rl <br />Zo= <br />.. <br />< F- <br />zoo <br />Q <br />C) <br />gUj� <br />Z LL <br />Z <br />a <br />U)z <br />Z <br />U <br />< <br />p <br />_Q <br />W <br />z <br />Z <br />z <br />w <br />W <br />J <br />0 <br />N <br />O <br />V­ <br />LAST PLOT DATE <br />N <br />. . <br />March 23, 2023 <br />Z0 <br />J <br />ROOF FRAMING <br />PLANS B <br />