|
71
<br />JV -V
<br />FRAMED BY
<br />BUILDER
<br />26'-0"
<br />2'-0
<br />3/4"
<br />M
<br />0o
<br />CV
<br />v
<br />�
<br />w
<br />0
<br />LO
<br />o
<br />FT5
<br />Ffs
<br />F
<br />II
<br />BEARING
<br />HEAUER
<br />F
<br />TB
<br />-
<br />LL
<br />G100
<br />II
<br />II
<br />II
<br />BELOW
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />---
<br />--
<br />FT II
<br />LAZ
<br />INT. BEEARING
<br />WALL
<br />FT7 SE ON TOP
<br />OF FT3►W
<br />LINE OF
<br />FLOOR IL-----__
<br />ABOVE I r--------
<br />II
<br />II
<br />I
<br />II J
<br />II ¢
<br />I
<br />II C7
<br />Z
<br />i I L�i
<br />II
<br />II m
<br />II
<br />II Z
<br />I
<br />C�J
<br />C O
<br />BEARING
<br />WALL
<br />LL
<br />Y
<br />-v
<br />FT2G
<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 />c
<br />"c
<br />M
<br />LO
<br />0
<br />N
<br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B
<br />1 /411 = 1'-011
<br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B
<br />1 /411 = 1'-011
<br />Total Truss Quantity = 93
<br />O
<br />1 i _0511
<br />16
<br />21 -011
<br />TYPICA, 5' 5MACK
<br />COFMF\5�f LV�ING
<br />ANb 5PACIN6
<br />CJ3
<br />CJ1
<br />Kr,MP, fO LNG,
<br />PACK FOp
<br />CONN�C110N,
<br />CJ5
<br />M
<br />U
<br />LO
<br />U
<br />III II II
<br />li o-ll
<br />16
<br />21 -0''
<br />TYPICAL 7' 5MM9
<br />C0PMP\5�f LVLING
<br />ANn 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 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
<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 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-61
<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-B1 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 = 140
<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 />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 />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 />PLuMr cur
<br />4-1/16"
<br />ROOF DESIGNED FOR
<br />SHINGLE
<br />ALL REACTIONS OVER 5000#
<br />AND UPLIFT'S OVER 1000#
<br />ARE SHOWN ON ENGINEERING.
<br />WALL KEY
<br />w • �W0�/0
<br />LOAD DESCRIPTION INIT. DATE
<br />R/01
<br />BASE LOAD JMD
<br />07/01/15
<br />RA01
<br />LC7,EXTENDED FT3A JMD
<br />08/07/15
<br />RB01
<br />ADD FT7 JRH
<br />10/21/16
<br />RB01
<br />LC9 JTH
<br />1217/17
<br />RB01
<br />CHANGED HANGER TO SIMPSON RDP
<br />03/08/18
<br />C01
<br />REV. FLOOR BRG. JRH
<br />3/4/2020
<br />RD01
<br />REV. FLOOR SPLICING JRH
<br />8/6/2020
<br />RE01
<br />UPDATED FOR LCA SHM
<br />1/15/2021
<br />RF01
<br />ENTRY TRUSSES INTO LEDGER JTH
<br />7/30/2
<br />VirtuaVRev%ew ""'Aeg
<br />competed anapprov
<br />Plans Review . 2t120 PBC
<br />for compliance w� Angie K1ahr PX23a
<br />by Qebra
<br />HANGER CHART
<br />4 b,= HUS 26 (SIMPSON)
<br />d a = LUS24 (SIMPSON)
<br />J L = THA 422 (SIMPSON)
<br />= HHUS46 (SIMPSON)
<br />I.ab6!ed I".nd Mark
<br />ATTENTION!
<br />DON'T LIFT SINGLE TRUSSES
<br />WITH SPANS LONGER THAN
<br />30' BY THE PEAK
<br />CONSULT BCSI -131
<br />30' Span or I as 30' to 60' Span
<br />Spreade Bar
<br />1 60 degrees
<br />or less
<br />I� 1/2 �I 1 2/3to112 _I
<br />To line span approx. Ta line i spen approx.
<br />REFER TO BCSI -81
<br />Truss must beset this way if crane used.
<br />Truss is an example, your truss may not match.
<br />Insist crane operator sets truss this way.
<br />t}A°�# DESCRIPTION INIT. DATE
<br />RF01 RELABEL ADD 7G4 MAW 10-22-21
<br />IR
<br />F01 DELETE PROJECT 7G4 GSB 2/22/2022
<br />G01 REV. SPACING JRH 08/22/2022
<br />CARPENTER
<br />CONTRACTORS
<br />OF AMERICA
<br />3900 AVENUE 0, N, W,
<br />WINTER HAVEN FLORIDA 33880
<br />PHONE1 (800) 959-8806
<br />FAX: (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/ 1871B
<br />ALT DESC:
<br />OTC
<br />LOT BLOCK
<br />FEIGNER PAGE
<br />.JMD
<br />DATE
<br />07 01 2015
<br />LAN# SCALE
<br />.N319839R 1 4" "=1'
<br />M
<br />0
<br />N
<br />0
<br />0
<br />' "^ Cy 00
<br />ft
<br />LO
<br />-6 w
<br />-� o r U) Q
<br />®" ,' z
<br />d,> r w
<br />0
<br />w
<br />0
<br />z
<br />to O L0 ' E
<br />W L i1 o
<br />0 M C ti
<br />ai E` �8
<br />:, ¢
<br />"N t' w O.
<br />V 1n <
<br />Q C
<br />o N
<br />� rn
<br />oCL o
<br />V,
<br />ow WOH
<br />W(� a �¢R_,O�LL000_JO
<br />=�LLCj
<br />Q Q U ) 0 ZLLQZ2Df-
<br />� 1.— 0W0_OWOom�Z1O O nCLjM,WwmaZ=�
<br />�w��WLLdOLu )0O Z QMza
<br />U_ pw F.¢
<br />OZ
<br />rO �9
<br />aLL
<br />O
<br />N
<br />,0 v W
<br />I � 0
<br />F.>.F U% I'D O
<br />in O
<br />Q tn— CL J Ln
<br />~
<br />2: V) LL
<br />F- a a ro
<br />dQ00
<br />Z H
<br />W ��
<br />'Cr
<br />J
<br />N N N
<br />N N N
<br />I 1
<br />� M
<br />O �
<br />N N N
<br />O O O
<br />06 6 o
<br />CO 00 DD O O O
<br />N N N
<br />O O O O O O O
<br />N N N N N N N
<br />& O O Ob N M
<br />N O
<br />41 1 1 !� 1
<br />r- O� O O O N
<br />0 0 0 0 0
<br />O 0
<br />� rr
<br />LO ��-O00000
<br />� � N M 41 I,n CO I,
<br />Lo
<br />Z z
<br />Q
<br />Wzg
<br />Win
<br />� W U 0 Q Vo�o
<br />�O a
<br />0a..I
<br />Z ZW~�
<br />�r 2mOZ � z
<br />U� Z�J
<br />wzW
<br />r-Ii ZZw
<br />iz W � 02w0Ua(10�O Zz T"'1 =Q0
<br />Z I' F- U
<br />Ug
<br />0 O
<br />m �
<br />a
<br />z A4
<br />W
<br />LlJ � N
<br />o
<br />O LAST PLOT DATE
<br />Jul. 10, 23
<br />. .
<br />z 0 2ND FLOOR ROOF
<br />.__I FRAMING PLAN B
<br />CARPENTER
<br />CONTRACTORS
<br />OF AMERICA
<br />3900 AVENUE 0, N, W,
<br />WINTER HAVEN FLORIDA 33880
<br />PHONE1 (800) 959-8806
<br />FAX: (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/ 1871B
<br />ALT DESC:
<br />OTC
<br />LOT BLOCK
<br />FEIGNER PAGE
<br />.JMD
<br />DATE
<br />07 01 2015
<br />LAN# SCALE
<br />.N319839R 1 4" "=1'
<br />M
<br />0
<br />N
<br />0
<br />0
<br />' "^ Cy 00
<br />ft
<br />LO
<br />-6 w
<br />-� o r U) Q
<br />®" ,' z
<br />d,> r w
<br />0
<br />w
<br />0
<br />z
<br />to O L0 ' E
<br />W L i1 o
<br />0 M C ti
<br />ai E` �8
<br />:, ¢
<br />"N t' w O.
<br />V 1n <
<br />Q C
<br />o N
<br />� rn
<br />oCL o
<br />V,
<br />ow WOH
<br />W(� a �¢R_,O�LL000_JO
<br />=�LLCj
<br />Q Q U ) 0 ZLLQZ2Df-
<br />� 1.— 0W0_OWOom�Z1O O nCLjM,WwmaZ=�
<br />�w��WLLdOLu )0O Z QMza
<br />U_ pw F.¢
<br />OZ
<br />rO �9
<br />aLL
<br />O
<br />N
<br />,0 v W
<br />I � 0
<br />F.>.F U% I'D O
<br />in O
<br />Q tn— CL J Ln
<br />~
<br />2: V) LL
<br />F- a a ro
<br />dQ00
<br />Z H
<br />W ��
<br />'Cr
<br />J
<br />N N N
<br />N N N
<br />I 1
<br />� M
<br />O �
<br />N N N
<br />O O O
<br />06 6 o
<br />CO 00 DD O O O
<br />N N N
<br />O O O O O O O
<br />N N N N N N N
<br />& O O Ob N M
<br />N O
<br />41 1 1 !� 1
<br />r- O� O O O N
<br />0 0 0 0 0
<br />O 0
<br />� rr
<br />LO ��-O00000
<br />� � N M 41 I,n CO I,
<br />Lo
<br />Z z
<br />Q
<br />Wzg
<br />Win
<br />� W U 0 Q Vo�o
<br />�O a
<br />0a..I
<br />Z ZW~�
<br />�r 2mOZ � z
<br />U� Z�J
<br />wzW
<br />r-Ii ZZw
<br />iz W � 02w0Ua(10�O Zz T"'1 =Q0
<br />Z I' F- U
<br />Ug
<br />0 O
<br />m �
<br />a
<br />z A4
<br />W
<br />LlJ � N
<br />o
<br />O LAST PLOT DATE
<br />Jul. 10, 23
<br />. .
<br />z 0 2ND FLOOR ROOF
<br />.__I FRAMING PLAN B
<br />BUILDER :LENNAR HOMES/CENTRAL
<br />PROJECT :TIMBER CREEK
<br />MODEL :1873 AMERICAN DREAM/1
<br />CCA PROJ/MODEL/ALT
<br />.7A2/ 1871B
<br />ALT DESC:
<br />OTC
<br />LOT BLOCK
<br />FEIGNER PAGE
<br />.JMD
<br />DATE
<br />07 01 2015
<br />LAN# SCALE
<br />.N319839R 1 4" "=1'
<br />M
<br />0
<br />N
<br />0
<br />0
<br />' "^ Cy 00
<br />ft
<br />LO
<br />-6 w
<br />-� o r U) Q
<br />®" ,' z
<br />d,> r w
<br />0
<br />w
<br />0
<br />z
<br />to O L0 ' E
<br />W L i1 o
<br />0 M C ti
<br />ai E` �8
<br />:, ¢
<br />"N t' w O.
<br />V 1n <
<br />Q C
<br />o N
<br />� rn
<br />oCL o
<br />V,
<br />ow WOH
<br />W(� a �¢R_,O�LL000_JO
<br />=�LLCj
<br />Q Q U ) 0 ZLLQZ2Df-
<br />� 1.— 0W0_OWOom�Z1O O nCLjM,WwmaZ=�
<br />�w��WLLdOLu )0O Z QMza
<br />U_ pw F.¢
<br />OZ
<br />rO �9
<br />aLL
<br />O
<br />N
<br />,0 v W
<br />I � 0
<br />F.>.F U% I'D O
<br />in O
<br />Q tn— CL J Ln
<br />~
<br />2: V) LL
<br />F- a a ro
<br />dQ00
<br />Z H
<br />W ��
<br />'Cr
<br />J
<br />N N N
<br />N N N
<br />I 1
<br />� M
<br />O �
<br />N N N
<br />O O O
<br />06 6 o
<br />CO 00 DD O O O
<br />N N N
<br />O O O O O O O
<br />N N N N N N N
<br />& O O Ob N M
<br />N O
<br />41 1 1 !� 1
<br />r- O� O O O N
<br />0 0 0 0 0
<br />O 0
<br />� rr
<br />LO ��-O00000
<br />� � N M 41 I,n CO I,
<br />Lo
<br />Z z
<br />Q
<br />Wzg
<br />Win
<br />� W U 0 Q Vo�o
<br />�O a
<br />0a..I
<br />Z ZW~�
<br />�r 2mOZ � z
<br />U� Z�J
<br />wzW
<br />r-Ii ZZw
<br />iz W � 02w0Ua(10�O Zz T"'1 =Q0
<br />Z I' F- U
<br />Ug
<br />0 O
<br />m �
<br />a
<br />z A4
<br />W
<br />LlJ � N
<br />o
<br />O LAST PLOT DATE
<br />Jul. 10, 23
<br />. .
<br />z 0 2ND FLOOR ROOF
<br />.__I FRAMING PLAN B
<br />
|