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30'-0" <br />9 <br />zo <br />C14 <br />C14 <br />9 <br />C4 <br />CONV. FRAMED"' <br />@ STAIR LANDING <br />1, <br />9 <br />60 <br />in <br />e—STRONGBACK <br />A N <br />2 6 <br />LL <br />tz <br />STRONGBACK-----� <br />X <br />BRG <br />14'-9 5/8" <br />WALL <br />_71IF <br />k,— BRG <br />WALL <br />LL <br />tz <br />N <br />--------- I— <br />L__- 11 <br />X <br />W- <br />ON <br />— — — — — — — — — <br />am <br />IL <br />BRG <br />WALL <br />L j <br />N <br />7 7 <br />1111 N <br />------ <br />N <br />14'-9 5/8" <br />r- ---------- I <br />Ir----------- <br />V-8 <br />4 <br />BRG <br />WALL <br />I I <br />I I <br />N <br />LL <br />4 <br />N <br />I <br />171M <br />I in <br />B9 <br />B8 ATTIC <br />ACCESS <br />I <br />B7 DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />B6 <br />B5 <br />B4 <br />B3 <br />FTF4G <br />BRG WALL <br />I r --- :::ZZZ3 <br />BRG <br />WALL <br />T-9 5/8"— <br />9 <br />C14 <br />OOOOOOOOOC <br />B2 <br />LU <br />2-PLY <br />2X <br />DETAIL <br />LEDGER <br />11, SHEET <br />M I <br />SEE' <br />A5 <br />BGE <br />ff <br />_j <br />201-6" <br />81-011 <br />91-611 <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A <br />1/411 = 1 1-011 <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CAA <br />301.0-1 <br />< <br />L) 0 0 <br />v- <br />EJ7A <br />U-1065# <br />A6G <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />A4 <br />A3 <br />BOTTOM CHORD CAN BE REMOVED <br />INFIELD IF NEEDED < <br />V <br />ACCESS <br />1 <br />AlA <br />A <br />AHU <br />Al <br />Al <br />JA <br />7' Al <br />A3 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />A5 <br />U- 1058 # U-1008# <br />EJ7A <br />f-. <br />M <br />4 <br />A7G <br />C3 <br />K <br />C14 <br />Joe <br /><1 <br />V-0" <br />121-011 <br />V-2 1/2" 7 7/8'!-- <br />19'- 10 3/8" <br />CGE <br />10'-1 <br />5/8" <br />SECOND FLOOR - ROOF FRAMING PLAW ELEVATION A <br />1/411 = 1 1-011 <br />SHINGLE ROOF <br />HEEL= 1'-0 1/8" <br />PLUMB <br />CUT , <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBIFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />A "i!, <br />CJ1A <br />CJ3A Q <br />C14 <br />-1 <br />rl- <br />CJ5A <br />9 <br />Go <br />C14 <br />HANGER CHART— <br />J L = HUS 26 (SIMPSON) <br />Total Truss Quantity = 98 <br />HEEL= 4 1/16" <br />12 <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 />APPROVED BY DES GN 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/ MTS 1 6'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 H.10A FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />OTHERWISE NOTED. <br />8. SEE FLOOR PLAN AND FOUNDATI N H <br />OTHER CONNECTIONS. <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 />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 ENCLOSED <br />BLDG EXPOSURE = C <br />USAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR 1 <br />UPLIFTS BASED ON 9.2 PSF <br />FBC 2020 <br />TPI 2014 <br />I russ ember design w- conneCLor pIaLes <br />NOTE: are designed for ASCE 7-16 and maximum forces from <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE 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 CUTBACK 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 />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />B F <br />I CDL = 5 PS I <br />TOTAL 55 PSF <br />NOTE: <br />r'%n KinT f"T nD Al TC:0 TDIHICCCC %AIITWnHT rnKjQ�KlT nC TW14Z <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 />MAR 0 4 2023 <br />Virtual Review Assist, ln�/ - <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Kjahr PX2300 <br />Labeled End Mark <br />ATTENTION! <br />C- ITI - - <br />DON'T LIFT SINGLE TRUSSES <br />VATH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' to 60' n <br />30' Span or less 60 degrees Spreader �13p: <br />or less <br />1 112 13lo112 <br />Tag line Span a Tag line sp;n Ppr.. <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 />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />51-511 <br />181-111-14 <br />2SOM 10, -0, 1 <br />LOAD# DESCRIPTION ]NIT. DATEA <br />crea rom <br />R/01 <br />LC9 JTH <br />12/13/17 <br />R/01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13/18 <br />RA01 <br />REV. RE'S JRH <br />8/30/18 <br />RB01 <br />REMOVE SCAB FROM B2 JRH <br />9/5/18 <br />RC01 <br />UP LOAD DUE TO DIFF Q LC9 HMT <br />1/1012020 <br />RD01 <br />UPDATED FOR LCA SHM <br />1/18/2021 <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N.W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE:(800) <br />959-8806 <br />FAX1 <br />(663) 294-2488 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT :VAROIUS <br />MODEL :2382 Garfield <br />CCA PROJ/MODEL/ALT <br />7A2 / 2382A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />ESIGNER PAG E <br />A. S. <br />DATE <br />2/16/2017 <br />LAN# SCALE <br />N333531R 1 1/4 11=11 <br />04 <br />1Z <br />00 <br />01 <br />< <br />uj <br />0 <br />z <br />(D E <br />> 0 0 <br />10 U <br />cNi <br />CY) - <br />M co <br />9 - <br />V) <br />a 01 <br />Cl) <br />I <br />08 g <br />alinni 0 LL < <br />< <br />V) <br />aic U Cj,0 <br />_: T * <br />U LU <br />7C) <br />Law <br />a r-, 0 2D <br />LLJ LLJ <br />ui 0 <br />LU LU <br />LU 8 � � �,,- 20 W z <br />< < L) <br />=) ><�ZW,6 Z2 <br />acn, 5- 0 0 C-0 <br />3 <br />0 0 <br />W - 0) � <br />q UJI 0 0: <br />0 z 0 z LU 0 <br />0 z <br />LIL <br />Lu V5 z <br />2 < <br />F3 <br />0 <br />LL 0 F_ <br />0 <br />0 <br />N <br />z <br />W <br />0 <br />U) 5 <br />> U) q o <br />0 <br />Lo <br />a. CO U- V <br />2 (0 - r%_ <br />z <br />< W < LO <br />0� CL Cei <br />00 <br />z 0 F- <br />z <br />W <br />W <br />_j <br />0 <br />N <br />N <br />0 <br />N <br />N <br />1 001 <br />1 <br />0 <br />r-- <br />W <br />�r- <br />0 <br />N <br />N <br />N <br />a <br />N <br />CD <br />1� <br />0 <br />C� <br />0 <br />C� <br />0 <br />C� <br />0 <br />C� <br />0 <br />N <br />6 <br />C� <br />W <br />9 <br />0 <br />W <br />9 <br />A <br />, <br />C� <br />6 <br />I? <br />CID <br />C) <br />8 <br />- <br />0 <br />0 <br />0 <br />T-- <br />, <br />0 <br />0 <br />0 <br />0 <br />U-) <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />CO <br />Z <br />ZQ <br />C:) <br />Lu <br />LU III U) <br />(.) r 2 <br />0)0 <br />L) <br />a <br />< <br />0 6- <br />LLJ <br />z <br />W �_ cr <br />W =) < <br />co 0 <br />Z <br />�- 7: z <br />—Z <br />0 LLI <br />_j <br />C)O, <br />W <br />5_5 <br />>- 2 <br />0 <br />Z W <br />Q. <br />Z <br />Z Z LL <br />00 <br />LU ("164 <br />0:5 <br />� 121 <br />0 <br />< <br />0 <br />0- >- LU <br />Lo z W <br />z <br />z <br />z <br />:r < 0 <br />F_ L) <br />:5 <br />0 0 <br />13- <br />- <br />z <br />A4 <br />z <br />z <br />W <br />WN <br />LAST PLOT DATE <br />> <br />Dec. 14, 22 <br />z 0 <br />2ND FLOOR ROOF <br />.J <br />FRAMING PLAN A <br />