|
(1) S VERT. IN FILL CELLS
<br />(SEE FOLINDATION. PLAN
<br />FOR LOCATIONS)
<br />ARCHITECTURAL FINISH
<br />2x FURRIWs im 16' O/C (AS FEOD) (EXT. ONLY)
<br />Ix4 F.T. BASE NAILER (AS IREOD) 4'x4' INSPECTION FORT
<br />31/4' BASE 5OARD (AS REQ'D.) AT EAC14 FILLED CELL
<br />TYPICAL
<br />Z
<br />bx(o U.441.4 ULF NOTE:
<br />OR F15ERES14
<br />Lo 1) MAWNRY WALL PROVIDES 2-HR
<br />C14 PROTECTION PER UL-UW5 (AS REQ!D)
<br />MIR 25M PSI
<br />CONC SLAB STD. Wo wom
<br />A(SEE DETAIL ON SHT. SW
<br />.4 4 1'31/2- MIN.
<br />.4
<br />A.
<br />4
<br />Typ� 4
<br />SEE IA163 FOR ME STORY i
<br />G15% FOR TWO STORY REIW. INFO �&E TO
<br />CLEM POISONED AND COMP. 8" (TWO STORY) 8"
<br />SOILX55% MODIFIED PROCTOR
<br />PER ASTM 01%1)
<br />2-HOUR MA5. FIREWALL W1 5TEF 5ECTION /"0074
<br />6C-ALE, 3/4`=1'-0" \' 5(0
<br />2X4 LEDGER -a 48' O/C MAX,
<br />vERTICALLLY NAILED TO
<br />TRU65 WE55 W/(2) 5d (TYP.)
<br />2X4 BLOCKING -s 48' O.G. MAX. W1 (2) I(od TOE
<br />NAILS -a EACH END 4 GLUED TO ROOF 15 L5 ROOFING FELT (SHINGLES)
<br />SHEATHING RUNNER/
<br />FIRE CAULK---, /_2' CLG. '1��1116' 0.5.5. SHEATHING U.N.O.
<br />& MIL VAPOR FRE ENGINEERED -
<br />13AMER ROOF TRU65 -s 24'
<br />O.C. MAX.
<br />(2) LAYERS I'x24' PROPRIETARY TYPE 'X'--\
<br />GYP. PANELS INSERTED BETWEEN 2' FLOOR 4
<br />CLG. RUNNERS W/ 2' STEEL H STUDS BETWEEN
<br />ADJACENT PAIRS OF GYP. PANELS.
<br />2' FLOOR RUNNER Wl�
<br />3/16'DIA. x 1 3/4'
<br />TAFCON5 10 1&1 O.G.
<br />6TD. c3O* HOOK
<br />NOTES; (SEE DETAIL)
<br />1) SEPARATION WALL IN THE R-3 MIN. IN5UL. PER -
<br />ROOF SYSTEM PROVIDES F5C (2004 ED.)
<br />2-HRS PROTECTION PER GA 513-6021,45C.I.1
<br />A5WI000 (1) S VERT. IN FILL-
<br />(1) LAYER UNDERLAYMENT FOR ROOF FITCH > 4.12 4
<br />2) MA50NRY WALL CELLS (SEE FILL
<br />PROVIDE& 2-HR6
<br />(2) LAYERS UNDERLAYMENT FOR ROOF PITCH s 4,12.
<br />CELL PLAN FOR
<br />PROTECTION PER UL-U1305
<br />12
<br />LOCATIONS)
<br />PRE ENGINEERED WD TRUSS 6 24' O.C. MAX-
<br />(1) 05 VERT IN FILL CELLS (SEE
<br />SHINGLE ROOF
<br />FILL CELL PLAN FOR LOCATIONS)
<br />15 L5 ROOFING FELT (SHINGLES)
<br />HURRICANE ANCHOR -8 EACH TRU55
<br />(2) 2 x & P.T. LEDGER W1 1/2' WEDGE
<br />ANCHOR (MIN. 5HEAR=13400 4 MIN.
<br />(SEE UPLIFT 5GHED.) W1 METAL PL.
<br />TEN51ON =5300) W/ 3 1/2' MIN.
<br />NDER EA. TRU65 TO OUTSIDE OF WALL.
<br />.4-
<br />EMBEDMENT a 16' O/C (2 ROW5) F_
<br />1116' 0 ' 5.5 ' FIRERATED OR REG,
<br />3/4' PLYWOOD DECKING GLUED AND
<br />\15UL. MIN. PER ROOF PLAN SEE ROOF
<br />NAILED W1 Od COMMON .9 (ol O/C
<br />NAILING SCHED. ON SHT. 6NI
<br />EDGES AND 12' O.C. FIELD
<br />112' GYP, W.5. OR 3
<br />0
<br />rr-vl = o)
<br />1/2' HIGH STRENGTH OR 5/5'GYP W5 W1 4LUI-I I NUI-1 [_�_ I "/ 1_� I -
<br />13/0' DRYWALL NAILS OR DRYWALL DRIP EDGE 065 (DRAFT5TOPPING)
<br />6CRW5, IN O/C CEILING 4 8' O/C WALLS L.UMINUM FASCIA TO BE NAILED W1 8(d
<br />COMMON a (o'OIC' TL
<br />(') ONE
<br />I' F.T. NAILE 12 UN�0_ 2X-4 SUB FASCIA SIDE OF FLOOR TRU66 1. FT
<br />MOISTURE BA IE 2' ALUMINUM FORAN AREA �_1000 5Q, NAILER
<br />5TD. 90* HOOK (SEE DE A L) VENTILATED SOFFIT FT 4 SEALED I
<br />8'x5'XI(o' GONG. KNOCKOUT 5LK. PENATRATION AREAS W1 TOP CHORD
<br />W/1#5 ROD CONT. FILLED W/ GONG, FOAM. DRAFTSTOFFING 5RG. FLOOR
<br />SHALL DIVIDE THE SYSTEM
<br />CONCEALED SPACE INTO
<br />R4.2 MIN. INSUL. APPROX. EQUAL AREAS.
<br />Ix F.T. BASE NAILER (1) LAYER 1/2' HIGH STRENGTH OR 5/8. GYP -
<br />(2) 2 x 0 P.T. LEDGER W1 1/2' WEDGE (1) 05 VERT IN FILL CELLS W5. (OR 5/8' GYP. TYPE 'X" 1@ GARAGE W/
<br />ANCHOR (MIN. 5HEAR=1340* 4 MIN. (SEE FILL CELL PLAN FOR A HABITABLE ROOM ABOVE) W/1-3/8'
<br />TEN510N=5300) W1 31/2'MIN. ::I 1 17- LOCATIONS) DRYWALL NAILS OR DRYWALL 5CRW6. IN
<br />EMBEDMENT e 16' O/C (2 ROWS) O.C. CEILING, 8' O.C. WALLS 4 4' O.C. EDGES
<br />3/4' PLYWOOD DECKING GLUED AND NAILED W/_
<br />r_) I
<br />8d COMMON 6 &'O/CEDGE5 AND 19'OC FIE' m TWO 6TOR'r FARTr W
<br />4'x4' INSPECTION FORT AT
<br />EACH FILL CELL TYPICAL
<br />1/2' GYP. W.S. OR 3/(5'
<br />PLYWOOD/TYPE 2-M-W
<br />0.55 (DRAFT5TOPPING) TO
<br />BE NAILED W/ Bd COMMON
<br />a (o' O/C TO ONE SIDE OF
<br />FLOOR TRU55 FOR AN
<br />AREA < 1000 50. FT 4 R4� MIN.
<br />5EALED PENATRATION INSUL.-
<br />AREAS W/ FOAM.
<br />DRAFTBTOPPING SHALL TOP CHORD BRG�
<br />DIVIDE THE CONCEALED FLOOR 5Y5TEM
<br />SPACE INTO APPROX.
<br />EQUAL AREAS.
<br />1/2' HIGH STRENGTH OR 5/a' GYP W5 (OR 5/8,
<br />GYP. TYPE 'X' a GARAGE W1 A HABITABLE ROOM
<br />ABOVE) W/ 1 3/8' DRYWALL NAILS OR DRYWALL
<br />5CRW5. IN O/C CE IL ING 4 8' O/C WALLS
<br />Ix WD PURRING 6 24'O.C.
<br />ARD
<br />BASE50
<br />MIN. 2500 FSI CONC. SLA
<br />(MIN 3000 P61 CCNC� 5L
<br />FOR �41EFNANDO CO. ON
<br />AV
<br />�/X
<br />�X R,
<br />x
<br />(ox(c WI.4xWI4
<br />WWF OR FI5'ERME6H 'X<�\
<br />LITE TEXTURED
<br />DECORATIVE FINISH
<br />-A
<br />UPPER FLOOR
<br />5TD.'b0* HOOK (SEE DETAIL)
<br />NAILE
<br />D FLOOR TRUSS TO
<br />LEDGER W1 4-10d TOE NAILS
<br />5'X83'xI(b' GOING. KNOCKOUT
<br />BLOCK W1 (1) *5 ROD CONT.
<br />FILLED SOLID W1 GROUT
<br />_Ix F.T. BASE NAILER
<br />ARC�41TECTURAL
<br />FINI544
<br />(1) 05 VERT. IN FILL CELLS (SEE
<br />FOUNDATION PLAN 4 NOTES)
<br />Lu
<br />rL
<br />4'x4' INSPECTION FORT AT
<br />EACH FILL CELL TYPICAL
<br />FINISH GRADE
<br />5TD� '30' HOOK
<br />(3) " 5 RE5AR ON 3' CHAIR (SEE DETAIL)
<br />W/3' MIN. CLEARANCE
<br />T'rf= 2-5TOR�r WALL 5ECTION
<br />,SCALE- -3/4'=I'-O' \\\ 5 &
<br />FIRE RE 15TANT 065 111(o' SHEATHING
<br />4' ON EA. SIDE OF WALL NOT
<br />STAGGERED OVER PARTY WALL
<br />BURN CLIPS A6 PER FIRE WALL MFG. SPECIFICATIONS
<br />NAILED INTO 2x4 LEDGER ONLY 6 EACH. 511DE OF STEEL
<br />'H' STUD
<br />(1) LAYER 1/2' HIGH STRENGTH OR
<br />5/8' GYP, W5, W1 1-3/8' DRYWALL
<br />,-R30 IN5UL MIN. NAILS OR DRYWALL SCREWS IN O.C.
<br />CE IL ING, 8' O.C. WALLS 4 4' O.C.
<br />EDGES
<br />2 x 4 5YP02 x12' LONG SCAB s EACH
<br />R5C CL IF W/ 10d 6 3' O.C.
<br />6IMP50N R5C -a 3(o' O.C. W1 & - I0dxI 1/2' NAILS INTO
<br />TRUSS 50TTOM CHORD/SCAB 4 (3)1/4'x2 3/4' TITEN
<br />SCREWS INTO MASONRY. NOTE: R5C_ CLIPS TO BE
<br />INSTALLED PRIOR TO FURRING STRIP INSTALLATION
<br />(TYPICAL ON 50TH FACES OF WALL)
<br />-I x P.T NAILER INSTALLED AFTER INSTALLING R15C's
<br />2X4 BLOCKING 6 48' O.C. MAX.
<br />W/ (2) I(od TOE NAILS 6 EACH
<br />END 4 GLUED TO ROOF
<br />SHEATHING
<br />2X4 LEDGER -9 48' O/C MAX. -
<br />VERTICALLLY NAILED TO
<br />TRU55 LLE55 W/(2) 5d (TYP.)
<br />PRE ENGINEERED
<br />ROOF TRUSS 6 24'
<br />O.C. MAX,
<br />5 IMP5ON RBC 6 36' O.C. W1 (o - 10dxI 1/2
<br />NAILS INTO T"6 50TTOM
<br />CHORD/6CA5 4 (3)1/4'x2 3/4' TITEN
<br />SCREWS INTO MASONRY. NOTE- R5C
<br />CLIP6 TO BE INSTALLED PRIOR TO
<br />FURRING STRIP INSTALLATION
<br />2 x 4 5YP*2 x12' LONG -5GA5 1w EACH -
<br />RBIC CLIP W1 10cl 's 3' O.C.
<br />2' FLOOR RUNNER W1 311(o . D I A
<br />x 1 3/4' TAPCON5 -9 I(o' O.C.
<br />STD. 90* HOOK (SEE DETAIL)-
<br />8'x8'XI(b' GONG. KNOCKOUT 5L.K. W1
<br />105 ROE) CONT. FILLED W1 GROUT
<br />R-3 MIN. IN5UL. PER
<br />(2004 ED.) 613-6021A15C.I.1
<br />NOTES:
<br />1) SEPARATION WALL IN THE ROOF
<br />SYSTEM PROVIDES 2-PRS PROTECTION
<br />PER GA ASWI000
<br />2) MA50NRY WALL PROVIDES 2-PR5
<br />PROTECTION PER UL-U905
<br />(2) LAYERS I'x24' PROPRIETARY TYPE
<br />'X' GYP. PANELS INSERTED BETWEEN 2'
<br />I FLOOR 4 CLG. RUNNERS W/ 2' STEEL P
<br />STUDS BETWEEN ADJACENT PAIRS OF
<br />GYF. PANELS.
<br />FIRE CAULK '2X4 BLOCKING W/ (2) 10cl TOE NAILS
<br />'6 EACH END
<br />'C2' CLG. 15 L5 ROOFING FELT (BHINGLE5)
<br />RUNNER
<br />(1) 05 VERT IN FILL CELLS (SEE
<br />5'x5'XI(o' GONG. KNOCKOUT 5LK.
<br />FILL CELL PLAN FOR LOCATIONS)
<br />W/105 ROD CONT. FILLED W1 GROUT
<br />(2) 2 x 8 P.T. LEDGER W/ 1/2' WEDGE
<br />ANCHOR (MIN. BWEAR=13400 4 MIN.
<br />TEN510N=5300) W1 3 1/2' MIN.
<br />Lu
<br />EMBEDMENT 6 I(o' O/C (2 ROWS)
<br />4'x4' INSPECTION FORT 6
<br />EA. FILLED CELL (TYP.)
<br />3/4'PLYWOOD DECKING GLUED AND
<br />(L
<br />;�o
<br />(L
<br />-
<br />NAILED W1 &cI COMMON -a (o' O/C
<br />Ix P.T. BASE NAILER
<br />EDGES AND 12' O.C. FIELD
<br />NAIL FLOOR TRU55 TO LEDGER
<br />//�'TD SO* HOOK W1 4- 10d TOENAILS (TYP.)
<br />1/2' GYP, W.5. OR 3
<br />//'(.5EE* DETAIL)
<br />2ND ILR
<br />PLYWOOD/TYPE 2-M-W
<br />0,55 (DRAFT -STOPPING)
<br />TO BE NAILED W1 ad
<br />COMMON 6 (o'O/CTO ONE
<br />(5'x8'xl(0 GONG.
<br />SIDE OF FLOOR TRUSS
<br />KNOCKOUT BLOCK W/
<br />FORANAREA!LI000 5Q.
<br />NAILER
<br />(1) 05 ROE) CONT.
<br />FT 4 SEALED
<br />FILLED W1 GROUT
<br />PENATRATION AREAS W/
<br />TOP CHORD
<br />FOAM. DRAFTSTOP'PING
<br />5IRG. FLOOR
<br />]L�FLOOR
<br />T(
<br />TOP CHORD BRIG.
<br />SHALL DIVIDE THE
<br />SYSTEM
<br />SYSTEM
<br />CONCEALED SPACE INTO
<br />Af FROX. EQUAL AREAS.
<br />_R-3 MIN. IN6UL. PER FIBC
<br />(2004 ED.) 513-602.1,45C.I.1
<br />(1) LAYER 1/2' HIGH STRENGTH OR 5/8, GYP
<br />W5. (OR 5/8' GYP. TYPE 'X' a GARAGE W1
<br />A HABITABLE ROOM ABOVE) W/1-3/8'
<br />DRYWALL NAILS OR DRYWALL 5CRWS. 1'
<br />O.C. CE I LING, 8' O.C. WALLS 4 4' O.C. EDGES
<br />6ECT ION
<br />FIREWALL
<br />DETAIL
<br />SCAI E-N T 5
<br />1/1(0 0.0 . *Ht/A I HINU U.N.U.
<br />FIRE RESISTANT 055 111(o'
<br />SHEATHING 4' ON EA. 51DE OF 1/2' GYP W5
<br />1, MIN. GAP
<br />4 WALL NOT STAGGERED OVER (1) 05 VERT. IN FILL CELLS (SEE
<br />PARTY WALL FOUNDATION PLAN FOR LOCATIONS)
<br />BUFN� CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS
<br />NAILED INTO TOP/50T. PLATE ONLY -9 EACH. 61DE Of:
<br />STEEL. 'H' STUD
<br />(L
<br />2X4 BLOCKING W1 (2) 10d TOE NAII 5's EACH ENE)
<br />PRE ENGINEERED ROOF TRU55 Ix P.T. BASE NAILER
<br />PERPEND ICULAR TO WALL 6 24' O.C. MAX. (ox(o WI.4xWI.4 WWF
<br />R30 INSUL. MIN. :1
<br />A
<br />(1) LAYER 1/2' HIGH STRENGTH OR 5/6' GYP. W5.
<br />W/I -3/8' DRYWALL NAILS OR DRYWALL 5CREW5. IN
<br />X�'
<br />O.C.CEILING, ON O.C. WALLS 14' O.C. EDGES
<br />\-MOISTURE BARRIER
<br />IN P.T. NAILER (4) 05 CONT. 57). eO* HOOK
<br />-U5P HTA20 6 ENE) OF TRUSS W/ 10-10d x 1 1/2' NAILS ON 3' CHAIR -0- a. (SEE DETAIL)
<br />2'
<br />INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE:
<br />INSTALL HTA20's PRIOR TO INSTALLING THE 2-5TOIR'r f=,4fRT*fW,4LL &ECTION
<br />PROPRIETARY PANELS
<br />(1) 05 VERT. IN FILL CELLS (SEE
<br />FLOOR PLAN FOR LOCATIONS)
<br />4'x4' INSPECTION PORT
<br />EA. FILLED CELL (TYP.)
<br />-Ix P.T. 5A5E NAILER
<br />NAIL FLOOR TRUSS TO LEDGER
<br />5TD. 90' HOOK � W/ 4- 10d TOENAILS (TYP.)
<br />(SEE DETAIL) 2ND
<br />::T - d
<br />71-8'x&'xl(o' GONG. - -
<br />KNOCKOUT BLOCK W1
<br />(1) 05 ROE) CONT.
<br />FILLED W/ GROUT
<br />1�TOP CHORD 5RG.
<br />1_'FTLOOR SYSTEM
<br />R-3 MIN. lN6UL. PER F5C
<br />(2004 EID.) 613-602.I.A50.1.1
<br />SCALE:N.T.5.
<br />. F
<br />56
<br />2X4 BLOCKING W1 (2) 10d TOE NAILS -s EACH ENE)
<br />3/4'PLYWOOE) DECKING PER J156.
<br />2' CLG.
<br />FIRE GAUL% 15 L5 ROOFING FELT (SHINGLES)
<br />RUNNE
<br />1116' 0.5-5. SHEATHING U.N.O.
<br />U5P HTA20 a 46' O/C, W/ 4' EMBEDMENT INTO
<br />ON CMU WALL--'
<br />K-0. BLOCK 4 10-10cl NAILS INTO BLOCKING
<br />X� FIRE RESISTANT 055 1116'
<br />SHEATHING 4' ON EA. SIDE OF
<br />AP
<br />3" MIN. G I
<br />4 WALL NOT STAGGERED OVER
<br />PARTY WALL
<br />(2) LAYERS I'x24' PROPRIETARY TYfDE---_
<br />X GYP, P D BURN CLIPS AS PER FIRE WALL MFG. SPECIFICATIONS
<br />FLOOR 4 CLG. RUNNERS W1 2' STEEL H NAILED INTO TOP/BOT. PLATE ONLY 6 EACH. 51DE OF
<br />D5L. K-0.
<br />STUDS BETWEEN ADJACENT PAIRS OF STEEL 'H' STUD
<br />BLOCK PER
<br />GYP. PANELS. 2X4 BLOCKING W1 (2) 10cl TOE NAILS 6 EACH END
<br />DETAIL J156.
<br />A
<br />PRE ENGINEERED ROOF TRU55
<br />6;d �,j 1-4 _11-, - " 11 / /6
<br />1 m v ? T PERPENDICULAR TO WALL 6 24' O.C. MAX.
<br />\,'-2X4 5YP*2 DIAGONAL (45*)
<br />SHEAR 5LOCKING6 BETWEEN
<br />5LOCKING5 W1 (2) 10d TOE
<br />P.C. LINTEL NAILS a EA END.
<br />PER PLAN.
<br />.eHEAR WALL QETAIL Ko'c_�
<br />5CALE;N.T.5. 1\ �&
<br />FRE- ENGINEERED
<br />FLOOR TRUSSES 6
<br />24' O/C MAX.
<br />2X4 5YF*2 BLOCKING a
<br />48' O/C W1 (2) 10d TOE
<br />NAILS a EA. ENID (TYP.)
<br />8' CMU WALL
<br />R30 INSUL. MIN.
<br />2' FLOOR RUNNER W1 3116' ID IA (1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP, WE5.
<br />x 1 3/4' TAPCON5 6 16' O.G. W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. IN
<br />STD. 90* HOOK (SEE DETAIL)---------. O.C.CE IL ING, 8' O.C. WALLS 4 4 1 O.C, EDGES
<br />&'x&'XI(o' GOING. KNOCKOUT 5LK. W/--"'� MOISTURE BARRIER
<br />105 ROD CONT. FILLED W1 GROUT IN P.T. NAILER
<br />R-3 MIN. IN6UL. PER F5C-
<br />(2004 ED.) 613-602.1ABC11
<br />NOTE&
<br />1) SEPARATION WALL IN THE ROOF
<br />SYSTEM PROVIDES 2-HR5 PROTECTION
<br />PER GA ASWIOOO
<br />2) MA50NRY WALL PROVIDES 2-HR5
<br />PROTECTION PER UL-U'30E)
<br />LISP HTA20 e END OF TRU55 W1 10-106 x 1 1/2' NAILS
<br />INTO TRU55 4 4' EMBEDMENT INTO CONCRETE (NOTE;
<br />INSTALL HTA20's PRIOR TO INSTALLING THE
<br />PROPRIETARY PANELS
<br />(1) 05 VERT. IN FILL CELLS (SEE
<br />FLOOR PLAN FOR LOCATIONS)
<br />FIREWALL DETAIL 6 TRU66
<br />PERPENDICULAR TO WALL
<br />5CALE:N.T.6.
<br />2X GRIPPLIHES 'a Iro" O-G�
<br />LU/ U5F 6FT24 TYP.
<br />TOP AND BOTTOt-I
<br />-WHEN STUD LENGHT-
<br />16 LE65 THAN 12" USE
<br />L6TA30 5TIRAPS AT
<br />OvEfR TOP FLATE 4
<br />NAILED TO HEADER
<br />EACH SIDE W1 I] - 106
<br />NAIL5
<br />106 NAIL6 a 0"
<br />O/C TYP.
<br />DOUBLE 2"x4"
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />PEADER SUPPORT
<br />NO, OF JACKS i STUDS
<br />RECLAT OPENINGS
<br />OPENING
<br />2. x 4' WALL
<br />2' x 6' WALL
<br />JACKS
<br />STUDS
<br />JACKS
<br />STUDS
<br />SIZE
<br />EA END
<br />EA END
<br />EA END
<br />EA END
<br />1'-4'
<br />(1)
<br />(2)
<br />(1)
<br />(2)
<br />4'-9'
<br />(2)
<br />(2)
<br />(2)
<br />(3)
<br />(2)
<br />(3)
<br />Z) -
<br />- TYPE '5' MORTAR (TYP.)
<br />- ON CONC� BLOCK (TYP.)
<br />4'x4' INFECTION FORT 6
<br />EA. FILLED CELL (TYP.)
<br />SCALE; N.T.5.
<br />IS
<br />6(0
<br />SEE FLOCIR PLAN NOTES
<br />LFOIR fREaUlfRED
<br />C CONNECTION
<br />"��L"u 12-IROWS 12d NAILS
<br />uO"N N E C T 10 N
<br />2
<br />STAGGERED Q 12" O/C
<br />F-ACH FACE OF, 3-ROW6
<br />12(d NAIL& 6TAr:TGEfRED 6
<br />12" OIC FOIR 2"x10` OfR
<br />GfREATEFR HEADf-=fR
<br />\--DOUBLE 2 x 12 *2 5YP
<br />HF=ADf=-R W1 1/2" FLITCH
<br />PLATE (U.N.O.)
<br />\-FILLING AND
<br />5L0C<NG A&
<br />fRF=QUIfRF=D F,46TFENFED
<br />TO HEADER W1 (2)
<br />ROWS OF 12d a 16"
<br />O/C UNLES6 NOTED
<br />OTHERWIBF=
<br />2'x4' 5TUD5 Trf,
<br />P.T� 50T. FLATE
<br />ILOOR TfRUS5
<br />/5EAm
<br />L SEE PLAN FOfR fREQUIfRED
<br />CONNECTIONS
<br />LOAD 5EARING/EXTEIRICR FfRAME,.,,N,�
<br />WALL HEADER IDETAIL M
<br />� 5& T
<br />24' MIN.
<br />LAP SPLICE
<br />-4- L
<br />r
<br />1'-4-
<br />P. TYP.
<br />0 Q 0
<br />0 0 0 0-ti
<br />5FL ICE BEYON 5FL I CE
<br />FART. ELEV. VIEW
<br />1/2' WEDGE ANCHOR (MIN. SHEAR = 13400 4 MIN.
<br />TEN510N=5301*) W/ 3 1/2' MIN. EMBEDMENT
<br />(o'MIN.
<br />DBIL, K.O. BLOCK-\ I(. O/C
<br />0
<br />T /N
<br />I TYP.
<br />L-1
<br />24' MIN Z-(2) 2x& LEDGER P.T. LEDGER
<br />LAP 61OLICE ATTACHED TOGETHER W/
<br />2-ROWS 10d -9 (o'OIC
<br />q,
<br />FART. FLAN VIEW , :r4:
<br />CiTY COF ZEP�,FPY 1!'_D1 I
<br />LEDGER LAF 5FLIGE DETAIL BUILDIi.NG OFFYL 1A )i
<br />SCALE. 34'=I'-0'
<br />DDANSCO
<br />E
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.danscoengineedng.com
<br />CA 25948
<br />CD
<br />CD
<br />Ln
<br />uj
<br />z t.-
<br />eS -n
<br />�� rn
<br />Ln
<br />> (3) %0
<br />_j
<br />z
<br />LU (14
<br />L OD
<br />Z �< 0 LL CIO
<br />900
<br />z E
<br />Lu
<br />z
<br />US
<br />w
<br />z
<br />C)
<br />C)
<br />mi
<br />V)
<br />F_
<br />LU V)
<br />LLJ Z
<br />0
<br />Lu P=
<br />'�i
<br />U
<br />r 0 ui
<br /><
<br />�: 0
<br />0 u
<br /><
<br />V)
<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />2004 FLORIDA RESIDENTIAL BUILDING CODE
<br />(INCLUDING 2005 & 2006 SUPPLEMENTS),
<br />SECTION R301 FOR 119.9 MPH, 3 SEC. GUST,
<br />EXPOSURE . C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORT10N
<br />OF THIS DRAWING ONLY.
<br />2008 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />(D 2OWTHESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY Of DANSCO ENGINEERING, LLC AND THE
<br />IE
<br />CIL ENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED -
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />VERSION NO. 1.00 / 06.14.07
<br />Ej SAMUEL A. GREENBERG,
<br />P. E. # 34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
<br />E] ANDREW D. HAROLD,
<br />P.E. #66715
<br />ENGINEER SEAL:
<br />JUL 0 3 2008
<br />SHEET TITLE:
<br />TYPICAL 2-STORY SECTIONS
<br />AND DETAILS (MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 270757
<br />DATE ISSUED: 06.14.07
<br />DRAWN BY: JB
<br />REVIEWED BY: TH
<br />S6
<br />0
<br />z
<br />D
<br />0')
<br />N
<br />I
<br />04
<br />LO
<br />I
<br />0
<br />co
<br />T_
<br />LO
<br />Ir-
<br />Ti-r - ------- 7- C. u'sAkIAR 0171241ai I 1 11
<br />
|