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04 <br />C14 <br />9 <br />;t <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />1/411 = 1 1-011 <br />;i <br />%)V _V <br />A <br />C_ <br />W <br />C_ <br />C." <br />L: <br />E>- <br />GJ3 <br />CJ3 <br />9 <br />9 <br />GJ5 <br />N\ <br />XA5G <br />Cj� <br />U 1016# <br />A5G U 1016# <br />U <br />9 <br />A4 <br />CD <br />DIR I-PED FLA I I Utl,'j Vr <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A3 <br />A213 <br />z <br />0? <br />A2 <br />> <br />'4 <br />00 <br />9 <br />60 <br />9 <br />ATTIC <br />SS <br />A2A <br />A3 <br />-Z <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />'�,GIRDER NOT DROPPED� <br />A4A <br />A613 U 1302M <br />CJS <br />MVK4 <br />CJ 9 <br />9 <br />60 <br />G) <br />4 <br />m <br />C_ <br />-4 <br />Cil <br />B2 <br />I j" <br />0 0 <br />C__ <br />B3 <br />B4GE <br />C1GE <br />L211-411 <br />8'-8" <br />SECOND FLOOR - ROOF FRAMING PLAN <br />1/411 = 11-011 <br />Total Truss Quantity = 93 <br />0 <br />\S� <br />~11- __ — I I <br />ANP 5FACIN6 <br />21,011 <br />Krr5K TU MA. <br />F�a FOP\ <br />CGNN�CTION <br />C CJ5 <br />J5'� <br />CJ3 '�p <br />LO <br />Cil <br />c') <br />n <br />/33 <br />_T <br />TYPICP� 7'5�TAC� <br />COPIW\5�f �V�A6 <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 (.AYOUTS 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 W1 MTS 1 US. <br />4. USE HETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <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 />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 />9 SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR <br />WALLS. <br />r- General Notes <br />1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES <br />S <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. <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 = 145 <br />ENCLOSED <br />G <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 ASICE 7-16 and maximum <br />forces from both components and claddings <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 />NOTE: I U r9L DD PSF <br />nn kin'r rl"'r n0 A I 'rCO YDHOOCC WMUn"r fInklOCKIT nC TUIC <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 />5 5 <br />4 <br />HI F, L >--4 - 1 /16 <br />12 <br />2X 4 <br />JUL 2 A 2623 <br />V <br />Virtual Review Assist, In'. <br />Plans Review cornpleted and approved <br />for comptianc, with the 2020 FBC 7th Edific <br />by Debra Anne Mahr PX2390 <br />HANGER CHART <br />,� L = HUS 26 (SIMPSON) <br />.o o. = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />A k = HHUS46 (SIMPSON) <br />3[�,Cdc� �,J mak <br />ATTENTION!— <br />,:M_� � FfZz� <br />DON'T LIFT SINGLE TRUSSES <br />WTH SPANS LONGER THAN <br />30'BY THE PEAK <br />CONSULT BCSI -BI <br />30'Span or less 30' to 60'rSpan <br />60 degrees Spreads Bar <br />or less <br />1 P.2�3 to 1/2 <br />1/2 JI n P,... <br />­�I, tpan.;Tr... Ta line <br />I REFER TO IBCSI - <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 />I NOW), <br />f .7, # <br />DESCRIPTION INIT. DATE <br />0 AD E <br />R/01 <br />R /0 <br />BASELOAD JMD <br />07/01/15 <br />1/ 15 <br />)l <br />RA01 <br />RA( <br />LCTEXTENDED FT3A JMD <br />08/07/15 <br />7/15 <br />RBO <br />R801 <br />ADD FT7 JRH <br />10/21/16 <br />1/1(3 <br />rLOAD# <br />RB01 <br />LC9 JTH <br />1217/17 <br />RB01 <br />CHANGED HANGER TO SIMPSON RDP <br />03/08/17 <br />RC01 <br />REV. FLOOR BRG. JRH <br />3/4/2020 <br />RD01 <br />REV. FL R SPLICING i <br />RE01 <br />UPDATED FOR LCA SHM <br />1/15/2021 <br />I*< 01 <br />ENTRY TRUSSES INTO LEDGER JTH <br />7/30/2 <br />- LOAD# DESCRIPTION INIT DATE <br />RF01 <br />RELABEL ADD 7G4 MAW <br />10 -22-21 <br />RF01 <br />DELETE PROJECT 7G4 GSB <br />2./22/2022 <br />E <br />RG01 <br />REV. SPACING JRH <br />08/22/2022 <br />-�ICARPENTER <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 />(663) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECTJIMBER CREEK <br />MODEL :1873 AMERICAN DREAM/1 <br />CCA PROJ/MODEL/ALT <br />�7A2/ 11371B <br />ALT DESC: <br />OTC <br />LOT BLOCK: <br />rE =SI JG NEE R PAGE <br />.JMD <br />DATE <br />07/01/2015 <br />ILAN# SCALE <br />.N319839L 1/4" "=I' - <br />CD <br />LO <br />00 <br />U.. <br />U. 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