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6 4 SQUARE FEET NET FREE AREA
<br />OF ATTIC VEN'+ILATION 10 DL
<br />LISTED TRUSSES AT 24" O.C.
<br />PROVIDED 3Y R( OF qN(1/(IR
<br />LISTED ROOF TRUSS DESIGN LOADS.
<br />ROOF COVERING OVER 3/8" PLYWOOD
<br />SITE INSTALLED 3/8" X 5" LAG SCREWS GABLE VENT`
<br />LIVE LOAD 20 PSF TOP CHORD
<br />RATED SHEATHING, MINIMUM EXP--1 24/0
<br />2 LAYERS 3/4"x 18" TEC
<br />LAM
<br />STAGGERED FROM SIDE TO SIDE
<br />DEAD LOAD 6 PSF TOP CHORD
<br />OR OPTIONAL 7/16" ORIENTED STRAND
<br />RIDGE BEAM BOTH UNITS
<br />Al 16" O.C. MAXIMUM. LAG SCREWS
<br />r
<br />DEAD LOAD 4 PS. BOTTOM CHORD
<br />BOARD, EXP. 1, 24 16, SEE ROOF
<br />/
<br />SEE SPAN CHART IN
<br />MUST PENETRATE 1" MINIMUM INTO
<br />SHEATHING DETAIL. ---�
<br />APPROVED STRUCTURAL
<br />PACKAGE
<br />ADJACENT MODULE RIDGEBEAM OR
<br />TRUSS.
<br />LISTED TRUSSES ® 24" 0 C MAX ROOF COVERING OVER 3/8" PLYWOOD
<br />LISTED ROOF TRUSS DESIGN LOADS RATEDED SHEATHING, MINIMUM EXP-1 20/0
<br />LIVE LOAD RFS TOP CHORD OR OPTIONAL 7/16" ORIENATED STRAND
<br />DEAD LOAD 6 PSF TOP CHORD BOARD, EXP^�1, 24/16. SEE ROOF
<br />DEAD LOAD 4 PSF BOTTOM CHORD
<br />RIM MEMBER 2x4 SPF +3 MIN
<br />18 18"2
<br />3 1 /2"
<br />_30 GA x 1--112- STEEL STRAP FROM
<br />k;
<br />RIM MEMBER x4 SL'f p3 MIN
<br />--__��
<br />TRUSS TO WALL STUD 0 16 0 C- WITH
<br />7- 16 GA X 1- _STAPLES PER STRAP
<br />DOUBLE STkA�'r'ING Al EACH STUD FOR
<br />FIP,-T 4' IN FRS-:IIA EACH CORNER.
<br />iRl;SSF THAT '_,0 NOT FA;.L DIRECTLY
<br />_
<br />r - - -
<br />R hAL lr7 ,,HALL BE STRAPPED TO
<br />.�— --
<br />i Y1
<br />�
<br />r t � RI 1 ' FINI SI�
<br />E � R WA ��.
<br />L:I P!.A;E AND T,OF -iATL SHALL BE
<br />NEAPES' 4-JACENT WALL
<br />SEE STRUCTURAL PKG. FOR R- 19 KRAFTBACK
<br />�
<br />WITH F .,WvAIL1 N STRAPPING
<br />DUCT SPECIFICATIONS. ROOF INSULATION
<br />FASTEN RIDGE BEAM
<br />TO EACH TRUSS
<br />WITH NO LESS THAN
<br />6-15 GA STAPLES
<br />,
<br />EXTERIOR WALL S7,4UCTLiPAL BRACING
<br />WITH 1" PENETRATION
<br />INTO TRUSS KING
<br />SCE. WALLS
<br />POST OR EQUIVALENT
<br />FASTENING
<br />BRACING iNSTALLA_i0N.
<br />DOUBLE TOP PLATE
<br />STR:_)CTURAf SHEATHIr�G SHALL CONSST OF A
<br />r
<br />;�x�. `�.F? i�_ WALL �I;DS (c�i6" O.C.
<br />2X4 SPF �!2
<br />INSTALL FIRE BLOCKING AT
<br />C'EIL:NG LINE
<br />4' MINIMuM WIDTH SHEET EXTENDING
<br />CONT.NUOoSLY FROM TOP TO BOTTOM PLATE
<br />tiYINDL.W HEADER, SEE
<br />W17r, AL_ SHEATHito, EDGES EXTENDING 3/4-•
<br />k"AN CHART FOR SPECS
<br />M,NIMU�0 :'%`.'ER 2' NOMINAL UMBER OF THE
<br />SAME ,1ZE AN:,- i:,RA ,E AS EXTERIOR WALL
<br />TrP WINDOW, SEE
<br />C-Rt:,VIN. ; 5q_AC NC, SHALL BE LOCATED AS CLOSE
<br />SHE"ET k2 FOR SREC.S
<br />t=ACii CORNFR OF BUILDING AS POSSIBLE
<br />WALL IN TERILIR F1141SH. SEE
<br />T
<br />SHEE #1 FOR SPECS.
<br />RR4; i^�> NA TER),a1
<br />RED THERMO-PLY FASTENED
<br />T'fL'. WINDOW SILL
<br />rVIT l 16 Ct, x 1" x 1-1/4" STAPLES 3.' 0 C
<br />C,N [l'GF.' µNO c' u ; N 'rL FIELD
<br />96" WALL HEIGHT
<br />R-I1 KRAFtQACK
<br />WALL INSULATION
<br />SEE STRUCTURAL PACKAGE FOR FLOOR DECKING
<br />48 TYPICAL
<br />„�
<br />kQCudG INSTAL AT,r,)N
<br />fir:-,:CTURAL :�HtA?N,NG SHALL EXTEND CONTINUOUS
<br />2 x 4 SPF 2
<br />2x SPF y2 FLOOR JOISTS, SEE
<br />ti"7�{ T()P 01 rR,_iS5 TCIP CHORD TO 3/4" MINIMUM
<br />BOTTOM PLATE
<br />"
<br />2X6 ® 16 O.C-,SEE SHEET #1 FOR 100y LOAD AREAS
<br />T&G JOINT
<br />(TYPICAL)
<br /><�
<br />RELOw TOP OF RIM ,101ST WITH ALL SHEATHING
<br />EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE
<br />R- 11 UNFACED
<br />_
<br />-
<br />GRADE AS EXTERIOR WALL FRAMING,
<br />11
<br />FLOOR INSULATION
<br />30 GA. x i -1 /2 ` STEEL STRAP FROM WALL —�
<br />1M
<br />HRAC+NG MATERIAL:
<br />-
<br />51iTD TO FLOORJOIS'i AT OPENING STUDS AND
<br />3/8" CDX PLYWOOD EXP-1 24/0 FASTENED
<br />16" O.C WITH 7- 16 GA x 1" STAPLES PER
<br />WITH 7/16" x 1 1/2•� x 16 GA STAPLES
<br />STRAP END. (TYPICAL SIDEWALLS & ENDWALLS) /
<br />M10x8.5 I
<br />� O C EDGES, 12" O C. FIELD.
<br />1NSIALL L)OU9LE STRAPPING AT EACH STUD
<br />-BEAM
<br />fOR FIRST 4' IN FROM EACH CORNER.
<br />IN'T 0.1 1_ (2) 3/8 X3' LAG
<br />`ACRE, AS FROM TO* ;' LANGE OF
<br />0UIRIG7G'E' ' INTO FLOOR,
<br />ArIL'-i:�R RIM ,10!ST ABOVE
<br />l (Y�-• EA(:H OUTRIGGER)
<br />C,;;TRIGI; :1R ANF' C'R0c'_, F-k,4RER .;iDACINC 48" J C. MAX
<br />RIDGE BEAM
<br />2 LAYERS 3/4"x 18" TEC LAM LVL
<br />RIDGE BEAM BOTH UNITS
<br />SEE SPAN CHART IN
<br />APPROVED STRUCTURAL
<br />PACKAGE —
<br />TEC-LAM Fb = 2850 PSI
<br />RIDGE BEAM MUST BE CONTINUOUS OVER CLEAR SPAN
<br />BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER
<br />COLUMNS TO EXTERIOR FACE OF ENDWALL.
<br />MULTIPLE UNITS ARE TO BF GLUED & NAILED TOGETHER
<br />TO ACT AS ONE UNIT
<br />INSTALL 2X4 X DEPTH OF BEAM SPF #3 BEARING STIFFENER OVER
<br />SUPPORT COLUMNS WHEN SPECIFIED CN r LOOK PLAN. FASTEN THE FACE
<br />OF STIFFENER TO THE RIDGE BEAM *_" 100% GLUE COVERAGE AND
<br />STAGGERED FROM SIDE TO SIDEv ✓
<br />AT 48' O.C. MAX. LAG SCREWS
<br />MUST PENETRATE 1" MINIMUM INTO
<br />ADJACENT MODULE RIM JOIST.
<br />DOOR FRAMING
<br />i I 36 1 /2" j
<br />j 72 1 /2"
<br />i
<br />MAX
<br />� f
<br />i I
<br />it �Ij
<br />j Ilj �I
<br />'VNDOW FRAMING
<br />HEADERS
<br />2-2K4 SPF y2
<br />SILL PLATE
<br />2x4 SPF #2
<br />CRIPPLE STUDS
<br />2x4 SPF #2
<br />Al 16" OC
<br />GENERAL CROSS SECTION NOTES DESIGN CRITERIA
<br />1. UNLESS OTHERIMSE SPECIFIED, ALL STEEL MUST COMPLY WITH 2O01 F$C
<br />ASTM A36. YIELD STRENGTH = 36 KS, AND COMPLY WITH AISC I FLOOR LOAD 40 PSF ILL
<br />2. ALL LAG SCREWS MUST COMPLY WITH ASTM 4307 I' FLOCJR LOAD 10 PSF DL
<br />3. SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING
<br />LOCATIONS, ORIENTATIONS, AND SPECIFICATIONS I WING LOAD 130 MPH ASCE--7-98
<br />ROOF. 20 PSF i L
<br />R.Ji1F 10 PSF DI.
<br />i
<br />DUCT SPECIFICATIONS. ROOF INSULATION
<br />SEE SHEET #1 FOR
<br />CEILING INT FINISH
<br />ALT TRUSS WITH SHINGLE ROOF
<br />24-
<br />I12"
<br />�L1 1/4'
<br />CROSSMEMBER SECTION
<br />INSTALL DIAPHRAM BLOCKING WITH 15 CA
<br />X 7/16-CROWN WITH 2" LEG
<br />4" O.C. IN BOUNDRIES. AND 6" O.C. AT PLYWOOD EDGES
<br />LISTING AGENCY
<br />APPROVAL
<br />THESE PRINTS COMPLY WITH THE
<br />FLORIDA MANUFACTURED BUILDING
<br />ACT OF 1979 CONSTRUCTION CODES
<br />AND ADHERE TO THE FOLLOWING
<br />CRITERIA:
<br />CONST, TYPE M_
<br />OCCUPANCY F
<br />ALLOWABLE
<br />OF FLOORS 1
<br />WIND VELOCITY 130 ASCE-7-98
<br />FIRE RATING OF
<br />EXTERIOR WALLS 0
<br />PLAN NO, MDS003776R
<br />ALLOWABLE
<br />FLOOR LOAD 40/100
<br />APPROVAL DATE 05/13/2004
<br />MAN FA T R R P R A LETTER
<br />M.D.S.
<br />FULL LENGTH 3/16" FILLET WELDS
<br />ONE SIDE OF ALL FLANGES AND
<br />/WEBS AT ALL OUTRIGGERS AND
<br />CROSSMEMBERS.
<br />12 GA.. OUTTRIGGER
<br />7"
<br />l
<br />12 GA. CROSSMEMBER, 4�-
<br />(TO BE LOCATED OPPQSITE i-1 /2"
<br />OUTRIGGER AS SHOWN)
<br />001RIGGER SECTION
<br />FRAME DETAIL
<br />3
<br />fl
<br />STAGGER JOINTS 48" O.0
<br />ENDWALL
<br />3/8" RATED SHEATHING, PLYWOOD TO BE
<br />FASTENED TO TRUSSES WITH 0--21 SiAP1 ES OR EOUIV.
<br />(7/16" CROWN X 2" LEG X 15 GAUGE)
<br />AT 4" O.C. ON EDGES AND 8" O.C. IN FIELD
<br />ROOF SHEATHING DETAIL
<br />A DIVISION OF THE SCOTSMAN GROUP INC.
<br />SCOTSMAN
<br />J O H N A. B O D Z IA K 3637 4TH STREET NORTH
<br />SAINT PETERSBURG, FLORIDA 33704
<br />ARCHITECT BATCH #96903352
<br />M.D.S. 2730 12TH STREET SOUTH M D O / /
<br />LISTING AGENCY PHONE
<br />P 813-895- FLORIDA a3i0s
<br />PHONE /813-89a-6tMK
<br />DATE SCALE: QUOTE SER. NO.
<br />05/13/2004 -NTS- MDS003776R
<br />b. 1
<br />i3/LU04
<br />C,7C /"/1f1C TVDC I eCC .•"rnr., w OC',,i n6 CIA /A'i `11 D.S!`C
<br />
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