Laserfiche WebLink
i <br />i <br />JV -V <br />FRAMED <br />BUILDER <br />26'-0" <br />BY <br />2'-0 3/4" <br />to <br />N <br />00 <br />Lu <br />O <br />Ln <br />U_ <br />LL <br />FT5 <br />Frt <br />r <br />II <br />F <br />TB <br />FG k 'A <br />� <br />Lk, — <br />r— BEARING-- <br />HEADER <br />BELOW <br />II <br />II <br />I <br />II <br />I; <br />I <br />—_ <br />I I <br />II <br />II <br />t <br />iV <br />_90 <br />FT7 II <br />INT. BEARING <br />WALL <br />F77 SEO ON TOP <br />OF FT3A <br />II <br />LINE OF <br />FLOOR IL_______ <br />ABOVE I r------- <br />II <br />II <br />II J <br />II Q <br />I <br />' Z <br />w <br />I I tb <br />II <br />II z <br />I <br />CJJ <br />C 0 <br />BEARING <br />WALL <br />LL <br />- <br />FT2G <br />/L—WME <br />4=4 <br />i <br />4" CANTILEVER <br />2X8 LEDGER FASTENED TO EACH STUD W/ (2) <br />1/4"X5" LAG SCREWS. FASTEN TRUSSES TO <br />LEDGER USING SIMPSON LUS262 HANGERS <br />8'-8" <br />N <br />1 <br />5 <br />M <br />LO <br />0 <br />v <br />N <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B <br />1 /411 = 1 '-011 <br />8'-8" 21'-4" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B <br />1 /411 = 1'-011 <br />Total Truss Quantity = 93 <br />I?�F�I? 1"0 LNG, <br />PACK P01? <br />CONN�C110N <br />0II II <br />li 041 <br />II <br />16 <br />2'-0 <br />FICA. 5' 5�OACK <br />C0FMI?5�f PVC LING <br />ANn 5FACIN6 <br />CJ3 <br />CJ1 <br />r7mpl TO LNG, <br />PACK POP <br />CONN�C110N <br />CJ5 <br />M <br />U <br />0 II <br />i3OI <br />16 <br />2' -0'' <br />TYPICAI. 7' 5�TACK <br />C0FMI?5�f �A��I.ING <br />ANn 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 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: <br />are designed for ASCE 7-16 and maximum <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE <br />forces from both components and claddings <br />CONVENTIONALLY FRAMED. PLEASE REFER TO <br />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 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 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 <br />H��L- 4-1/16" <br />12 0 <br />PLU0 CU1" 2X <br />MAR 2 5 2f23 <br />Virtual Review sls , <br />Mans Review completed and <br />compliance with the 2020 FB Edition <br />by Debra Anne Klahr 30ti <br />HANGER CHART <br />4 �, = HUS 26 (SIMPSON) <br />i a = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />= HHUS46 (SIMPSON) <br />abeled Fnd Mark <br />ATTENTION I <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 />1/2 I I� 2/3 to 1/2 _ I <br />Ta line t span approx. Ta line 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 />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 />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />8 <br />11 <br />% • ' <br />00101 1 <br />DESCRIPTION INIT. DATE <br />BASE LOAD JMD <br />07/01/15 <br />LC7,EXTENDED FT3AADD <br />FT7 JRH <br />10/21/16 <br />LC9 JTH <br />12l1/17 <br />E <br />CHANGED HANGER TO SIMPSON RDP <br />03/0818 <br />REV. FLOOR BRG. JRH <br />3/4/2020 <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />UPDATED FOR LCA SHM <br />1/15/2071ENTRY <br />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 />RG01 <br />REV. SPACING JRH <br />08/22/2022 <br />CARPENTER <br />—� <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N, W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PH❑NE: <br />(800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT :TIMBER CREEK <br />MODEL :1873 AMERICAN DREAM/1 <br />CCA PROJ/MODEL/ALT <br />.7A2/ 1871E <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />JMD <br />DATE <br />07 01 2015 <br />LAN# SCALE <br />.N319839R 1 4" "=1' <br />-�0 <br />N <br />N <br />N <br />t <br />}{P <br />L0 <br />a <br />00 <br />Q.i <br />r <br />i•. <br />- y <br />Z <br />w <br />0 <br />z <br />a <br />nV) N LO ry— E <br />L 0 D <br />W <br />cM � 2 <br />4— } 09 u - <br />Ln <br />W 0 u <br />o <br />oM oQ <br />Z <br />•N w 6 <br />n1 GaCg <br />W C W <br />�y /LU� <br />LU <br />ui tri W 0 I— <br />W H~ ��� YZX Z <br />O_ <br />LLU O Q O <br />O� w <br />LL V <br />Q Q V <br />F- <br />Q J V% J <br />=) 0 ZLL620089ZQQ <br />0u) , UZo�oomZ � <br />LIJ LU <br />C1� <br />O Z <br />_3OaOzYOZzLLOWQ a. <br />a0WO�HF- 2Wa2<�Q <br />O� s 0 Ei Z9 <br />O <br />N <br />OW <br />= O <br />O <br />P-4 O <br />O <br />Q <br />J <br />2: ( N <br />Q LU QLq <br />Ce <br />00 <br />Z H <br />Z <br />W <br />Jo <br />110 <br />J <br />N <br />O <br />N <br />t <br />O <br />t <br />N <br />O <br />0 <br />00 <br />M <br />co0o0oa0CD <br />N <br />00 <br />N <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />CV <br />0 <br />N <br />A <br />N <br />O <br />O <br />6 <br />O <br />Ob <br />O <br />N <br />T-- <br />0 <br />co <br />4 <br />0 <br />r' <br />0 <br />6 <br />0 <br />6 <br />0 <br />O <br />T-- <br />O <br />T-- <br />N <br />0 <br />0 <br />0 <br />1 <br />N� <br />� <br />0 <br />N <br />0 <br />co <br />0 <br />101 <br />0 <br />LO <br />0 <br />O <br />0 <br />ti <br />L0 <br />1 CT, <br />CO <br />Z z <br />o <br />U <br />OWW <br />52; <br />O O <br />Q <br />Lobo <br />a <br />0 -0 <br />Oa=Q <br />z <br />Z <br />LU <br />g <br />= <br />Lu <br />m Z <br />=Owz <br />(DzW <br />Q <br />�MZXD_zz <br />00 <br />°adz <br />O <br />00 <br />rn z <br />Z <br />Q0 <br />� <br />• • <br />v <br />5 <br />g <br />U <br />00a. <br />m <br />o: <br />Z <br />A4 <br />Z <br />W <br />LLI M <br />o <br />� <br />LAST PLOT DATE <br />Dec. 15, 22 <br />z Q <br />2ND FLOOR ROOF <br />j <br />FRAMING PLAN B <br />