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8A, /V, <br />V <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' <br />1/411= 11-011 <br />0 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 />IMUNIM <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1O <br />BEARING WALLS <br />O2 <br />A/C CHASE <br />O <br />22"X36" ATTIC ACCESS <br />O4 <br />STAIRS AREA <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 />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 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. 377-293-9487 <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 12 <br />HEEL= Z�A <br />PLUMB l <br />CUT — r 2X4 <br />FIELD VERIFY <br />8 207 <br />lod'� <br />�1>- <br />F f 7th <br />hr PY2300 <br />edition by Ueora , ice, "- A L = HTU 26 (SIMPSON) <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8-8" A.F.F. <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' <br />1/411= 11-091 <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />LABELED END MARK <br />HANGER CHART <br />d a = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />Total Truss Quantity = 134 <br />ATTENTION! <br />30' Soanlorless <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -81 <br />60 degrees <br />or less <br />30' to 60' <br />I 112 2/3to1/2 I <br />line r span approx. 1 Ta line span approx. <br />REFER TO BCSI -131 <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 />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. <br />PLEASE REFER TO BCSI-131 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 = 37 PSF <br />DURATION = 1.25 % <br />WIND SPD/TYPE = 145 <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 />FHC 2020 <br />TPI 201A <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 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 />TOTAL = 55 PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SIIOWN ON ENGINEERING. <br />WALL KEY <br />►•iiiiii• �I��•�I�I <br />OAD DESCRIPTION INIT. DATE <br />01 <br />NEW JOB COPY N319785 CHG TO 2216A RFS <br />8/19/16 <br />01 <br />REV FLOOR FRAMING AND TRS RFS <br />1218 <br />01 <br />LC9 JTH <br />12/12/17 <br />[FRA01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/09/1801 <br />REV. FG1 WEBS JRH <br />31511901 <br />MOVED FG2 BACK & EXTENDED FITS ARZ <br />08/24/20O1 <br />REV.ENTRY JRH <br />10/30/202001 <br />NEW CODE LCA MAW <br />1-14-21 <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 />FAX; <br />(863) 294-2488 <br />BUILDER :LENNAR 'PAMPA <br />PROJECT VARIOUS <br />MODEL 2216A <br />CCA PROJ/MODEL/ALT <br />7A2/ 2216A <br />ALT DESC: <br />OTC <br />LOT <br />BLOCK <br />DESIGNER PAGE <br />RF'S <br />DATE 1 <br />8/19 16 <br />LAN# SCALE <br />N3 y22O f;' 1 4 "=r <br />??? 11/18/02 9:52 AM CCA48.dwg <br />04 <br />•� <br />�� <br />°00 <br />.,•* <br />;w <br />Q <br />W <br />z <br />a <br />> <br />W L. 0 `o M U <br />M6in11 <br />� m <br />n <br />V �°C�a <br />w � <br />C <br />E <br />O U- N <br />V� L)r� < <br />N • <br />.0 <br />V W C-N C <br />E; <br />�. o <br />QIz, a NO <br />W W <br />oWWow <br />ZY <br />IO—Q Mo 2- <br />X2 cr C,) LL <br />O,LLC3 <br />O <br />[OWOW00Mzz <br />WwOWWF5XW01 <br />80O <br />-O <br />j <br />(LL <br />Z <br />pO�Q� <br />�¢WWWzQYO2v <br />OW zQQ <br />�ZWW0<<<YooJOV <br />a¢jF- <br />QLL <br />iE <br />0 <br />O <br />N <br />Z <br />O I— <br />� O <br />MO <br />Q M � <br />Ll <br />- � <br />aLq <br />M <br />QUQao <br />Z 1— <br />z 3: <br />LU <br />W <br />JC:) <br />J <br />CEO <br />I <br />I <br />I <br />o0000 <br />N <br />N <br />N <br />N <br />N <br />CV <br />O <br />N <br />O <br />N <br />O <br />m <br />O <br />o <br />CD <br />� <br />C> <br />O <br />N <br />O <br />I <br />I <br />Z <br />0 <br />of <br />Wo <br />0 <br />0 <br />0 <br />0 <br />I <br />I <br />> <br />M <br />sf <br />to <br />1 <br />Cr <br />00 <br />w <br />z <br />z <br />z� <br />O <br />W <br />cy)U <br />O <br />ozz <br />wo <br />Wes- <br />-0 <br />F- <br />oW� <br />❑ <br />Q <br />Z <br />��a <br />N <br />0 <br />m <br />��w <br />N <br />_ <br />EOM <br />. . <br />W�� <br />N <br />O <br />ZWO <br />z <br />U <br />gZLL <br />W <br />az <br />Z <br />U <br />< <br />pow <br />eaaaa� <br />Z <br />z <br />J <br />W <br />qqj- <br />0 <br />V­ <br />LAST PLOT DATE <br />. . <br />April 7, 2022 <br />z <br />J <br />2ND FLOOR ROOF <br />FRAMING PLAN A <br />