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SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A <br />1 /411 = 1'-011 <br />LEDGER SCHEDULE <br />TAG <br />ATTACH TO <br />MEMBER <br />PURPOSE <br />ATTACHMENT <br />LG-1 <br />CMU <br />2X4 P.T. <br />FLOOR TRUSS <br />SUPPORT <br />1/4" X 3 1/2" TAPCONS AT <br />12" O.C., STAGGERED <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1O <br />BEARING WALLS <br />O2 <br />A/C CHASE <br />O3 <br />' <br />22"X36" ATTIC ACCESS <br />O4 <br />STAIRS AREA <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' <br />1 /411 = 1'-011 <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />CJ3 `�� q <br />ti <br />iA <br />CJ1 � <br />U <br />U <br />1'-0 5/16" I. 2'-0" 1- 1'-0 5/1 <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />CJ 3LID <br />U <br />CJ1 <br />U <br />T-0" �, T-0" �. <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <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 FLOUR 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 CUTBACK 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 />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-61 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = 0 PSF <br />BCDL = 10 PSF <br />TOTAL PSF <br />DURATION = 1.25 % <br />WIND SPD/TYPE = 1-0 <br />BLDG EXPOSURE = C: <br />USAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON = 9.2 PSF <br />DESIGN CRITFRIA <br />F H C `'020 <br />'I'Nl 2014 <br />Truss member design & connector plates <br />are designed for ASCE r — 1 6 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 = 10 PSF <br />TCDL = 10 PSF <br />BCDL - PSF <br />TOTAL = .�=� PSF <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 />2X4 <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8-8".A.F.F. <br />LABELED END MARK <br />HANGER CHART <br />- <br />A L = HTU 26 (SIMPSON) <br />d d = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />Total Truss Quantity = 134 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULT BCSI -B1 <br />30' Spanjor less <br />60 degrees <br />or less <br />30' to <br />1/2 I 2!3 to 112 I <br />line span apne span a prox. Ta lipprox. <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 DEIGNED l'OR <br />SHINGLE <br />ALL REACTIONS <br />ANT) U PLTFT <br />ARE SHOWN O\ ENGINEERING- <br />PEMEMM� <br />DESCRIPTION INIT. DATEW <br />JOB COPY N319785 CHG TO 2216A RFS <br />8/19/16V <br />FLOOR FRAMING AND TRS RFS <br />12169 <br />JTH <br />12/12/17ANGED <br />HANGERS TO SIMPSON RDP <br />03/09/18 <br />ONE <br />V. FG1 WEBS JRH <br />315/19 <br />VED FG2 BACK & EXTENDED FP'S ARZ <br />08/24/20 <br />V.ENTRY JRH <br />10/30/2020 <br />W CODE LCA MAW <br />1-14 21 <br />CARPENTER <br />-� <br />CONTRACTORS <br />---- <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 TAMPA <br />PROJECT _LRl0 U S <br />MODEL ':- IBA <br />CCA PROJ/MODEL/ALT <br />ALT DESC: <br />OTC <br />LOT BLOCK: <br />r7EsICNER PAGE <br />RFS <br />DATE <br />83 /19 16 <br />LAN# SCALE <br />N329,2 OR 1 / 4 "=1' <br />1 1 18 /0' 9::>;? 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