Laserfiche WebLink
6-0" 1 6'-11 " <br />ROOF FRAMING PLAN (ELEV B. <br />1 /411 = 1'-0„ <br />CJ1V <br />0 <br />0 <br />r <br />e <br />c� <br />z <br />� IY <br />o° <br />Co 0 <br />Qm <br />U >- <br />fn m <br />0 <br />r <br />0 <br />0 <br />in <br />O <br />CV <br />HEEL= 4-1/16" <br />PLUMB <br />CUT// <br />12" <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 CF 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 N10DIFICATION 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 CUT BACK 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 CARRI <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 />OCT 2 8 2022 <br />V_R/ <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />12 <br />5.9 <br />o1 <br />r <br />2X4 <br />LABELED END MARK <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-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 />= * <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 />140 <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 />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 DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />MIME <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />/LOOAD# <br />DESCRIPTION <br />INIT. <br />DATE <br />from BID B312288A <br />AS <br />8/6/2015 <br />REV. ENTRY & ADD HIP @ REAR <br />SHM <br />9/18/15 <br />\� <br />KRCreated <br />Add Vaulted ceiling in Great rm, <br />AS <br />12/29/2015 <br />CJ3 `�0 <br />r <br />LC9 AND FBC2017 <br />HAB <br />12/07/2017 <br />if) <br />RC01 <br />RE-CALC A7G B.C. <br />AS <br />723/2019 <br />CJ1 —Mj <br />U <br />RD01 <br />LCA <br />JTH <br />1/4121 <br />U <br />V-0 5/16" f--� I- 2'-0" <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />r` <br />CJ3 `�IX <br />LO U <br />CJ1 <br />1/1 <br />U <br />1'-0 5/16" 1. 2'-0" 1.2'-0" <br />TYPICAL T SETBACK CORNER -SET <br />LABELING AND SPACING <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />VVITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT RCSI -131 <br />30' Span or less 30' to 60' <br />60 degrees Spreader <br />�. .l or less <br />2/3 t0 1/2 <br />hne span approx. Ia hne span approx. 1 <br />r 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 />LOAD# DESCRIPTION INIT. DATE <br />ells I revision block for alts only. <br />CARPENTER <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 / 1450B 1325 <br />ALT DESC: <br />OTC: <br />LOT 1331 BLOCK 40 <br />DESIGNER <br />DATE <br />013/06/2015 <br />LAN# <br />N321594L <br />PAGE <br />11 <br />SCALE <br />1 /4 11=11 <br />014 <br />00 <br />to <br />00 <br />rO <br />•; ` <br />�r, <br />O <br />d <br />w <br />0 <br />z <br />N E <br />0 <br />0 1 <br />V! ' CV)M N <br />V) <br />D co <br />U _0 1 M <br />t <br />2 O 2 $ <br />�.� O u-8 <br />t C)d <br />�V) <br />w Qv <br />�% N C <br />E M <br />t` cO <br />Ur <br />W <br />OLLI C6 WO~ <br />W I.- w _3 LU 1F- ZO <br />tY�-JCnO?�IYWLLU0L0 <br />Q Q <br /><dQ ZLX ozmOaH�Q <br />owQ.�aozOwoOWMz <br />U <br />(� O <br />in O <br />O <br />Z <br />C7a>55WW�tn, W<OW-i <br />J<¢OW¢55ZwzawUoa <br />ULL <br /><Q- g� gwp <br />OX 0 pQ <br />¢ <br />Q <br />LLQ o t-�Il <br />0 <br />Z 04 <br />0 <br />U <br />o <br />p ie) <br />M <br />Q L0 <br />C W - <br />I,— <br />W < LO <br />(— W ('7 <br />Z0 <br />W <br />W <br />�Q <br />O <br />d' <br />r <br />I <br />r <br />I <br />' <br />r <br />i <br />I <br />C)C)C <br />co <br />0 <br />N <br />�— <br />0 <br />N <br />M <br />0 <br />N <br />C)0)O <br />C:)N <br />O <br />` <br />•) <br />O <br />Z <br />O <br />N�+'O <br />LO <br />w <br />> <br />O <br />r <br />C:) <br />N <br />0 <br />M <br />i <br />i <br />I <br />cr <br />�/� <br />ZZ <br />V, <br />¢Z <br />w <br />C)w <br />O <br />U <br />coo_ <br />UV� <br />Lo <br />-0 <br />O <br />Oro <br />-0 <br />Q <br />O <br />Z <br />1- <br />a -a <br />a <br />� <br />= <br />W <br />m~w� <br />t- <br />rl <br />zo= <br />Q <br />(> <br />fr <br />w LL <br />Z <br />Z <br />az <br />�z <br />F <br />OU <br />_p <br />W <br />z <br />A3 <br />z <br />w <br />W <br />J <br />a <br />N <br />Q <br />LAST PLOT DATE <br />• <br />August 8, 2022 <br />Z <br />�" <br />0 <br />I <br />ROOF FRAMING <br />— <br />PLANS B <br />