Laserfiche WebLink
C <br />u <br />a <br />ROOF FRAMING PLAN (ELEV B. <br />1 /411 = 1'-011 <br />6-0" 6'-11 " <br />HEEL= 4-1/16" <br />0111111►TAI'3 <br />12" <br />12 <br />5.9 <br />512 <br />2�� 01 <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 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 />CAL 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/ MTS1US. <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 CUTBACK 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 />O <br />LD <br />1'-0 5/16 <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />U <br />'I'-0 5/16"'_[:'� 1, 2'-0" 1, 2'-0" <br />TYPICAL T SETBACK CORNER -SET <br />LABELING AND SPACING <br />A"T'TENTION i <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30' Span or less 30' to <br />60 degrees Sprw <br />�. ./ or less <br />112 1 1 2(3 to 1/2 I <br />line span approx. Ta line r span approx. <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 />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-61 <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 />IF PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL <br />= 20 <br />PSF <br />TCDL <br />= 7 <br />PSF <br />BCLL <br />PSF <br />BCDL <br />= 10 <br />PSF <br />TOTAL <br />= 37 <br />PSF <br />DURATION <br />= 1.25 <br />% <br />WIND SPD/TYPE = <br />145 <br />ENCLOSED <br />BLDG EXPOSURE <br />= C <br />USAGE = RESIDENTIAL CAT <br />II <br />WIND IMPORTANCE <br />FACTOR = <br />1 <br />UPLIFTS BASED ON <br />= 9.2 <br />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 />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON ENGINEERING. <br />l�i�i�i�i�i�i� �I�i�•�I�I <br />DESCRIPTION INIT. DATE <br />Created from BID B312288A AS <br />8/6/2015 <br />REV. ENTRY & ADD HIP @ REAR SHM <br />9/18/15 <br />F <br />Add Vaulted ceiling in Great rm, AS <br />Dinin rm.Kitchen Fo er & Entry <br />12/29/2015 <br />LC9 AND FBC2017 HAB <br />12/07/2017RE-CALC <br />A7G B.C. AS <br />7/23/2019LCA <br />JTH <br />1/4/21 <br />LOAD# DESCRIPTION INIT. DATE <br />aIts revision block for alts only. <br />CARPENTER <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 />FAXI <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 <br />HAB <br />DATE <br />08/06/2015 <br />LAN# <br />N321594L <br />PAGE <br />u <br />SCALE <br />1 /4 "=11 <br />M <br />N <br />� 9 '4^e <br />co <br />a D <br />LO <br />A <br />F °• Y A P <br />00 <br />LO <br />A <br />e,MI; <br />tid" r <br />� z <br />. <br />Z <br />W <br />" <br />O <br />W <br />z <br />LO N <br />,0 <br />o <br />( ai <br />} N 01 D <br />N <br />A� E L m <br />Yj ` o <br />0 O o O Q <br />.N V W QN c <br />L o E� .9 <br />CL a <br />W <br />W <br />� LLI C W 0 <br />�< �Q�Z� <br />¢ z <br />0_0� <br />00 <br />Q <br />J�Oi> <br />0 <br />aq ggzowoomZZ� <br />J0 <br />C=�'1 Z <br />Q�¢�WQ°zWzoi°oIL <br />li <br />ow 2t-� 2Wo <br />OX 0 Z) o¢zX¢ <br />¢ <br />¢ <br />LL ¢ O t— LL <br />� <br />II <br />O <br />O <br />z <br />W <br />0 F- M O <br />QwM�i <br />U) <br />ti <br />z <br />F—Wco <br />>. <br />Z U F- <br />z 3: <br />WW <br />J� <br />O <br />O <br />SL0 <br />23 <br />virtaat Revie <br />As <br />i <br />i <br />ist, <br />tnc. <br />tans Review cam <br />tote <br />an(. <br />p <br />ove <br />omptiance with tt <br />e 20 <br />Z01IF <br />C171h <br />d <br />tion <br />bra Ann <br />N <br />N <br />N <br />N <br />CD0 <br />N <br />N <br />0 <br />N <br />0 <br />N <br />LO <br />O <br />CD <br />M <br />\ <br />O <br />N <br />cD <br />I <br />M <br />r <br />N <br />I <br />I <br />C) <br />Z <br />o <br />o <br />I <br />CDI <br />i <br />O <br />NW <br />'^ <br />L <br />W <br />o <br />0 <br />0 <br />0 <br />0 <br />1 <br />0 <br />z <br />Z <br />C)¢W <br />z� <br />+� <br />0 <br />W <br />000 <br />U <br />U U) <br />_ <br />F— <br />O <br />::)zj <br />O I- C <br />Z <br />a�a <br />O <br />= <br />W=w <br />m� <br />�l' <br />ono <br />T__4 <br />�0 � <br />W <br />� <br />LO <br />2 <br />O <br />z O <br />C:)U <br />Q <br />gW0 <br />W� <br />Z <br />Z <br />az <br />�z <br />� <br />� <br />� <br />0 <br />� <br />O 0 <br />°- <br />z <br />z <br />z <br />z <br />W <br />W <br />J <br />C) <br />N <br />N <br />O <br />LAST PLOT DATE <br />. <br />May 8, 2023 <br />z4-111 <br />0 <br />ROOF FRAMING <br />PLANS B <br />