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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 "VK" 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 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 />(0"""""`A""""""�Ge_nera1 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-B1 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# psfmon-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 />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 />SHINGLE ROOF <br />12 <br />5.9 � <br />A 012 <br />HEEL=4-1/16'r 2� � <br />PLUMB <br />_.._ 2X4 <br />12" <br />LABELED END MARK <br />HANGER CHART <br />4 L = HUS 26 (SIMPSON) <br />d a = LUS24 (SIMPSON) <br />Total Truss Quantity = 75. <br />ATTENTION! <br />30' Soanlor less <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />60 degrees <br />or less <br />to <br />1 112 �I I 2/3to1/2 �I <br />line f span approx. Ta line r span approx I <br />REFER TO BCSI -B1 <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 />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />"'/' <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />Created from BID B312288 AS <br />8/6/2015 <br />RA01 <br />REV. ENTRY & ADD HIP Q REAR SHM <br />9/18/15 <br />RB01 <br />Add Vaulted ceiling in Great rm, AS <br />Dinin rm 'tchen Foyer & En <br />12/21/2015 <br />RB01 <br />LC9 AND FBC2017 HAB <br />12/07/2017 <br />RC01 <br />RE-CALC A7G B.C. AS <br />7/24/2019 <br />RD01 <br />LCA JTH <br />1/4/21 <br />CARPENTER <br />—� <br />] <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G. N.W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE; <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 / 1450A <br />ALT DESC: <br />OTC: <br />LOT : BLOCK: <br />DESIGNER PAGE <br />HAB <br />DATE 1 <br />08 06 2015 1 <br />LAN# SCALE <br />N321593R 1 4 "=11 <br />M <br />0 <br />04 <br />G <br />LO <br />�o <br />C <br />00 <br />1` <br />W <br />E <br />f <br />_ <br />0 <br />0 <br />UJI <br />Q <br />W L -= 0 U <br />M C ti <br />o`n. <br />M <br />C <br />S 0 2 <br />�•� O ti8 c Q <br />= <br />•� <br />` W N <br />0-c c <br />7W <br />V <br />C) <br />^ CL <br />W W�O=9_jQ03:X0LL002_0 <br />W <br />W� W J W Q 2Q O <br />Q Q V <br />q�O <br />O O <br />0 OE00mOzaQ <br />r��CL 0 W W W fnLLXQ0XJ <br />0 Z <br />aoW>OLu1oziY00�QpQ <br />p pQZ <br />0Q O <br />LL 1— Q LL <br />i! <br />O <br />Z <br />W <br />O� <br />ti <br />M O <br />0 <br />z <br />QU)MLin <br />U_ <br />M <br />�a moo <br />Z U <br />W <br />LlJ <br />J0 <br />23 <br />Virtual Re <br />new <br />A s <br />st I <br />Plans Review c <br />mpl <br />t <br />nh <br />p r <br />ed <br />r compliance witli <br />the <br />202 1 <br />FBI <br />7th <br />Edit <br />on <br />by Debra <br />A ine <br />Klah <br />III <br />PX2 <br />00 <br />0 <br />a <br />M <br />N <br />N <br />N <br />N <br />N <br />CD <br />rn <br />o <br />o <br />n <br />N <br />o <br />I <br />N <br />o <br />I <br />I <br />I <br />' <br />Z <br />0 <br />NW <br />o <br />0 <br />0 <br />0 <br />o <br />� <br />> <br />N <br />M <br />u7 <br />i <br />t <br />co <br />z~ <br />aZ <br />0 � <br />W <br />ZW <br />00OZ <br />O <br />V <br />()(.)(1) <br />Lo -0 <br />p <br />z)Z> <br />or< <br />-0 <br />C:)F_ <br />Z <br />0_ CL <br />V <br />= <br />W Q <br />mttw <br />~moo <br />J� <br />T <br />Zoe <br />Q I- D <br />C� <br />O <br />ZWO <br />�— N <br />Q <br />0a.Wlx <br />U. <br />Y <br />Z <br />Z <br />�z <br />< <br />OU <br />a. <br />_p <br />m <br />z <br />Z <br />Z <br />W <br />W <br />J <br />C)o <br />04 <br />LAST PLOT DATE <br />• <br />May 8, 2023 <br />ZO <br />J <br />ROOF FRAMING <br />PLANS A <br />