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SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A <br />1 /411 = 1'-011 <br />c <br />�t <br />2X4 STICK LUMBER <br />24" O.0 MAX <br />IN LINE WITH JACKS <br />(see detail in eng pack for grade) <br />J1 <br />= 1016# A5G <br />E7 <br />U = 10130 <br />CJ <br />0 <br />J3 <br />CJ3 <br />— <br />— <br />J5 <br />CJ <br />A4 <br />0 <br />A3 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />�r <br />A2B <br />00 <br />A2 <br />00 <br />r <br />M <br />c— <br />Q <br />O <br />00 <br />T <br />0 <br />N <br />A2A <br />A3 <br />A4A <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />= 1332# A6G <br />d <br />J5 <br />a� <br />l?= <br />ti <br />(D <br />e <br />r <br />O <br />1 <br />zo <br />- <br />o <br />1 <br />N <br />J3 <br />P <br />J 1 <br />B2 <br />B3G <br />J1 <br />E <br />2 <br />CJ <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />V IVG <br />;j <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A <br />1 /411 = 1 1 <br />-011 <br />15d COMMON NAILS <br />or 0.128" x 3" GUN NAILS <br />Total Truss Quantity = 103. <br />I?ff�I? TO LNG, <br />HACK F01F, <br />I?�PFp TO ENG, CONN�Cf10N, <br />PACK FOP, <br />CONN�C110N, <br />CJ5^ <br />CJ3 `�, 0 <br />o CJ3 <br />U <br />CJ1 U CJ1 co <br />1 U <br />U U <br />-016 101611 <br />7 -011 i ,011 <br />TYPICAL 5' 5MACK <br />COt?N��5�1' LA��LING <br />ANb 5FACI NG <br />TYPICAL 7 1 5MACK <br />COFMI?51 f LVLIN6 <br />ANb 5PACIN6 <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 />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 />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. 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 = 145 <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 />i russ member design & connector plates <br />NOTE: are designed for ASCE 7-16 and maximum <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings <br />CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. <br />ENGINEERING PACK FOR DETAILS <br />* These trusses have been reviewed to carry an <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 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 />P�UM13 CU1" <br />H��L- 4-111611 <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING <br />SCHEDULE <br />TCLL = <br />40 PSF <br />TCDL = <br />10 PSF <br />BCDL = <br />5 PSF <br />TOTAL = <br />55 PSF <br />12 0 <br />Virtual Review A4rst; <br />Plans Review completed and a p. <br />for compliance with the 2 0 2 a <br />FSC <br />by Debra Anne Klahr PX2390 <br />HANGER CHART <br />a� = HUS 26 <br />a = LUS24 <br />HHUS46 <br />(SIMPSON) <br />(SIMPSON) <br />(SIMPSON) <br />Labeled End Mark <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or I ss 30' to 60, Span <br />Spreader Bar <br />60 degrees <br />or less <br />112 231,)112/I <br />Ta line 1- span approx. Ta line 1- span approx. 1 <br />REFER TO BCSI -1131 <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 />- �00�1 <br />►•iiiiiiv �I�iv%��'I��I <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />BASE LOAD JMD <br />06/26/15 <br />RA01 <br />LC7, EXTENDED FT3A JMD <br />08/06/15 <br />RB01 <br />MADE FT3A TOW PIECE JRH <br />10/31/16 <br />RB01 <br />LC9 JTH <br />12/7/17 <br />RB01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/08/18 <br />RC01 <br />REV. RE's JRH <br />11/22/19 <br />RD01 <br />REV/ FLOOR BRG. JRH <br />3/4/2020 <br />RE01: <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />R 1 <br />UPDATED FOR LCA SHM <br />1/15/202 <br />ii <br />LOAD# DESCRIPTION INIT. DATE <br />RG01 <br />ENTRY TRUSSES INTO LEDGER JTH <br />7/27/21 <br />01 <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 />CAR PEN`�ER <br />-� <br />� <br />CONTRACTORS <br />OF AMRICA <br />---- <br />3900 AVENUE <br />G. N, Wl <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE:( <br />800) 959-8806 <br />FAX: <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 />DESIGNER PAGE <br />.JMD <br />DATE <br />06 26 2015 <br />LAN# SCALE <br />.N319835R 1 4" "=1' <br />M <br />N <br />O <br />N <br />00 <br />,�em00 <br />�y <br />v <br />L0 <br />s <br />U. e �a <br />z <br />U 1'' <br />LC <br />5 L <br />O <br />w <br />z <br />> N 0 <br />W 0 <br />Cn V <br />0 r M <br />D O 2 o <br />rnrn <br />V! — 0 " o N Q <br />L U <br />— <br />°V) U LU QN <br />T� L cc) <br />�co <br />V a <br />W <br />(D <br />❑ <br />W�O WLLI 0Q WW§ z <br />H <br />QSz <br />OWUO�- O <br />j0XU)X0 O❑¢F <br />IQ- <br />0�o,tROOMRMo�0W�a>OL <br />z <br />Lu ZY�ELC—IzLU W)0 <br />¢�<<D <br />O LL) H i2L <br />OW ❑DY z <br />LL Q O Q <br />f <br />w <br />O <br />O <br />fV <br />W <br />Lf) Z) <br />H O <br />ro O <br />U0 U) <br />LL 'I- <br />U-) <br />Q LU Q 11? <br />aUa00 <br />z l— <br />� <br />W <br />LU <br />J <br />,O^ <br />W <br />NM <br />N <br />co <br />N <br />0 <br />N <br />CD <br />N <br />N <br />1 <br />A I <br />1 <br />4 <br />N <br />O <br />N <br />O <br />N <br />O <br />CDO <br />O <br />0 <br />00 <br />M <br />t0 <br />O <br />W <br />O <br />O <br />O <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 />N <br />O <br />O <br />O <br />O <br />Op <br />O <br />N <br />A <br />O <br />r <br />4 <br />CD <br />1q1_ <br />0 <br />O <br />0 <br />O <br />0 <br />O <br />O <br />N <br />0 <br />® <br />❑ <br />O <br />0 <br />� <br />NU') <br />r- <br />0 <br />N <br />0 <br />M <br />0 <br />11T <br />0 <br />LO <br />CD <br />01I­ <br />0 <br />LO ;1. <br />I C <br />Z z <br />-z° <br />W <br />oW� <br />O o <br />TT <br />Q <br />C) <br />0 <br />�Q <br />V, -0 <br />~ <br />Oa=¢ <br />Lf) -0z <br />ZW <br />� <br />F'moz <br />� <br />V <br />Z j J <br />Z <br />Z ° <br />Z Z <br />Lo <br />LU Imo`. <br />O <br />U�'Zz <br />2 z <br />O <br />Q <br />rl; <br />�QO <br />' <br />U <br />z <br />z <br />C <br />U <br />a <br />O O <br />W <br />� <br />Z <br />Q <br />W <br />z <br />WC14 <br />CD <br />� <br />o <br />LAST PLOT DATE <br />>r <br />May. 8, 23 <br />z ® <br />2ND FLOOR ROOF <br />.,�. J <br />FRAMING PLAN A <br />