Laserfiche WebLink
0 <br />z <br />c <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' <br />1 /411 = 1'-011 <br />2 <br />c <br />2X4 STICK LUMBER <br />24" O.0 MAX <br />IN LINE WITH JACKS <br />(see detail in eng pack for grade) <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' <br />1 /419 = 1 r-011 <br />16d COMMON NAILS <br />or 0.128" x 3" GUN NAILS <br />Total Truss Quantity = 103. <br />I I.0511 <br />16 <br />21 OII <br />TYPICAI, 5' 5�1113ACK <br />COFMI?5�1 �A�ING <br />MP 5FACING <br />CJ3 <br />CA <br />I?ff�I? r0 LNG, <br />PACK FOP, <br />CONN�CrION, <br />CJ5 <br />M <br />U <br />III I II <br />l i ,mil l <br />21 —011 <br />iYFICA, 7' 5�TACK <br />COFMI?5�f LAMING <br />ANP 5FACIN6 <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 CONS T RUCTION. <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 AF'rER 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 <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 CUT BACK 3/4" FROM EXTERIOR <br />WALLS. <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-131 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 />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 104 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 />NOTE: TOTAL = 55 PSF <br />Mn 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 />�� !f J 20 <br />�,ljm� cur 2X <br />Jut. 21 2013 <br />V /\ <br />Virtual Review Assist. Inc. roved <br />plans Review compteted and app ion <br />for compliance a A ne K ahr PX2300 <br />by Debra <br />HANGER CHART <br />a L = HUS 26 (SIMPSON) <br />jii = LUS24 (SIMPSON) <br />= HHUS46 (SIMPSON) <br />Labeled f:n,a M„ark <br />ATTENTION' <br />DON'T LIFT SINGLE TRUSSES <br />VNTH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30' Span or I ss 30' to 60' Span <br />Spreader Bar <br />\ 60 degrees <br />y or less <br />I_ 1 rl I 2/3 to 1/2 I <br />Ta line spa Ta line i span"'T 1 <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 OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />�I4WA ij•�I4 W' 5 1 <br />DESCRIPTION INIT. DATE <br />BASE LOAD JMD <br />06/26/15 <br />LC7, EXTENDED FT3A JMD <br />08/06/15 <br />MADE FT3A TOW PIECE JRH <br />10/31/16 <br />r <br />LC9 JTH <br />1217/17 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/08/18 <br />REV. RE's JRH <br />11/22/19 <br />REV/ FLOOR BRG. JRH <br />3/4/2020 <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />RF01 <br />UPDATED FOR LCA SHM <br />1/15/202 <br />LOAD# DESCRIPTION INIT. DATE <br />RG01 <br />ENTRY TRUSSES INTO LEDGER JTH <br />7127/21 <br />RG01 <br />RELABEL ADD 7G4 MAW <br />10-22-21 <br />RG01 <br />DELETE PROJECT 7G4 GSB <br />2/22/2022 <br />RH01 <br />REV. SPACING JRH <br />08/19/2022 <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 />FAX1 <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT :TIMBER CREEK <br />MODEL :1873 AMERICAN DREAM/� <br />CCA PROJ/MODEL/ALT <br />.7A2/ 1871A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />r7ESIGNER PAGE <br />. JMD <br />DATE 1 <br />06 26 2015 1 <br />LAN# SCALE <br />.N319835L 1 1 4" 11=11 <br />M <br />N <br />O <br />N <br />00 <br />00 <br />01 <br />(D a e^y t <br />Q ` b ♦yyyp <br />Z <br />LU <br />n ` ✓(> <br />Q <br />- . <br />ui <br />z <br />(A W > OL E <br />^` 0 <br />0 <br />Q () �i U <br />00 °' <br />V) 2 <br />N V 0 -0- U o <br />� t � <br />�`0 uo <br />LL o Q <br />t U p- <br />•^, V LLJ Q. N <br />p <br />W ` <br />F m <br />a °10 <br />LIJ <br />UJ <br />W~ W J W 0 <br />(' W <br />Q C) <br />�0)9_ 0 x u.V00_j0 <br /><OX-ix OZ200I—QF <br />U <br />0 � F-- <br />O O O <br />O Z <br />OWw�0z0WOOtnOz= <br />0o.�yOZWW60:xa0 � <br />�9< w�° wzr?Wc�oa <br />(n LL <br />Q00W gH�_� 0 ¢ <br />OQ o 0 ol¢z ¢ <br />eau. <br />M <br />O <br />O <br />N <br />O W <br />U0 <br />0 <br />�p <br />O <br />tn- <br />Jul <br />Q <br />Uj Ui <br />d <br />z <br />a ,-4 <br />zFa00 <br />-- <br />z � <br />W <br />zo <br />N <br />N <br />N <br />N <br />N <br />N <br />O <br />CO <br />e- <br />lqt <br />c— <br />N <br />O <br />N <br />O <br />N <br />O <br />0 <br />0 <br />0 <br />6 <br />ao <br />(3) <br />r- <br />co <br />ao <br />ao <br />N <br />N <br />0 <br />0 <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />0) <br />0) <br />O <br />O <br />� <br />O <br />O <br />O <br />O <br />N <br />N <br />0 <br />N �.l ,^ <br />J <br />> <br />e- <br />N <br />01 <br />i <br />6 <br />(D <br />P'� <br />LO <br />ILU <br />M <br />Z Z <br />O <br />vV <br />O� <br />WwW <br />Q <br />a <br />M- <br />OWLUM <br />� —0 <br />z, <br />Z <br />uj <br />~ <br />CO 0Z <br />='n1.-=Z <br />I-1 <br />VZ�J <br />Q <br />MZWT-q: <br />aZZ <br />W h' <br />Q <br />O�1z <br />U�ZZ <br />Z � <br />ct• <br />Z <br />�¢O <br />U <br />a <br />0(U <br />0 <br />00 <br />Z <br />A4 <br />W <br />Uj <br />M <br />N <br />N <br />LAST PLOT DATE <br />> <br />May. 8, 23 <br />2ND FLOOR ROOF <br />z Q <br />I <br />FRAMING PLAN A <br />