|
(1) $5 VERT. IN FILL GELL5
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />ARCHITECTURAL FIN15H
<br />2x FURRING 6 16' O/C (45 REQV.)
<br />(EXT.ONLY)
<br />Ix4 P.T. BASE NAILER (AS REOD.) 4'x4' INSPECTION FORT
<br />31/4'BA5E BOARD (AS REQV.) AT EACH FILLED CELL
<br />TYPICAL
<br />roxro WlAxWIA WU.F
<br />OR FIBEWE5P NOTE:
<br />Ln 1) MA50NRY WALL PROVIDES 2-HR
<br />C"i \� PROTECTION PER UL-U�05 (A6 REQ'D.) 2X4 BLOCKING .91 O.G. MAX. UJ/ (2) I(od
<br />MIN. 2500 P51 TOE NAILS @ EACH ENE) 4 GLUED TO
<br />CONIC GLAB 5TD
<br />900 HOOK
<br />0
<br />31/2 t-1 IN.
<br />0
<br />TYP.
<br />SEE 1,4/53 FOR ONE 570RY 4
<br />ISIS& FOR TWO 670RY REINF. INFO
<br />CLEAN POISONED AND COMP.
<br />501L.(135% MODIFIED PROCTOR
<br />PER A5TM D1551)
<br />.
<br />ROOF SHEATHING
<br />(SEE DETAIL ON 5HT. 53)
<br />3 112' MIN. 2X4 LEDGERs 48' O/C MAX.
<br />vERTIC;ALLLT' NAILED To
<br />4 TRU55 WEE35 W/(2) bd (TYP.)
<br />(o MIL VAPOR
<br />N\E T BARRIER
<br />ROOF TRUSS 6 24 H
<br />2'- 0 (TW T Y)/
<br />PRE ENGINEERED
<br />s
<br />8" R 8"
<br />,TION
<br />2440UR �1,45- FIREWALL UJ/ 5TEFD 5EC
<br />5C;,4LE: -3/4`=I'-0"
<br />O.G. i1AX.
<br />1/2' x (o' WIDE DEN5ARMOR PLUS
<br />FIREGUARD C OR TOUGHROCK FIREGUARD
<br />C GYPSUM BOARD BATTEN STRIPS 6 EA.
<br />SIDE OF STEEL 'H' STUD (ONLY REQUIRES
<br />IF ATTIC; AREA 15 ACCE5515L.E.)
<br />2' FLOOR RUNNER W/_
<br />3116' DIA. x 1 3/4'
<br />TAFGON5 -@ 16" C.G.
<br />NOTES: (SEE DETAIL)
<br />1) SEPARATION WALL IN THE R-3 MIN. INSUL. FER-�','
<br />ROOF SYSTEM PROVIDES FBG (2001 ED.)
<br />2-HRS PROTECTION PER 613-602.1.,415C.I.1 J
<br />GP WHI 495-0143 (1) 05 VERT. IN FILL--
<br />2) MASONRY WALL
<br />PROVIDES 2-HR5 CELLS (SEE FILL
<br />PROTECTION PER UL-U905 CELL PLAN FOR
<br />LOCATIONS)
<br />(1) 05 VERT IN FILL SELLS (SEE
<br />FILL CELL PLAN FOR LOCATIONS)
<br />2x4 FT BLOCKING BETWEEN TRU65E5 W1
<br />(2) lod TOE NAILS e EA. ENE) 4
<br />(2) 3/16'4 3/4' TAPGON5 INTO CMU WALL
<br />CL
<br />3/,d' PLYWOOD [DECKING GLUED AN[) -
<br />I A
<br />NAILED W1 Od COMMON 6 (o' O/C
<br />EDGES AND 12" O.G. FIELD
<br />1/2' GYP. W.B. OR 3/0'
<br />1/2" HIGH STRENGTH OR 5/8' GYP W5 W/ ALUMINUM
<br />LYWOOD/TYPE 2-M-W
<br />I 3/a" DRYWALL NAILS OR DRYWALL DIRIP EE)GE 055 (DRAFTSTOPPING)
<br />5CIRW5. I' CIG CEILING $ 5' O/C WALLS LU!"11NUM FASCIA TO BE NAILED W1 ad
<br />COMMON e 6" O/C TO ONE
<br />I' P.T. NAILER 12 2x4 &UB F,45CIA
<br />2" ALUMINUM AN AREA 1000 5Q. FT 4
<br />U.N.O. 51DE OF FLOOR TRUSS PC
<br />MOISTURE BARRIER
<br />VENTILATE[) SOFFIT 5EALED FENATR,4TION
<br />5TD.90' HOOK (SEE DETAIL) a'Xa"XI(0` GONG. KNOCKOUT BILK. AREAS W1 FOAM.
<br />LU/1$5 ROD GONT. FILLED W1 GONG. DRAFT5TOPPING SHALL
<br />(1) 15 VERT IN FILL CELLS (SEE DIVIDE THE CONCEALED
<br />FILL CELL PLAN FOR LOCATION5) SPACE INTO APPROX. I(o` FLOOR�
<br />R4.2 MIN. IN5UL. EQUAL AREAS. 6YSTEM
<br />Ix P.T. BASE NAILER
<br />4.'x4' INSPECTION FORT AT
<br />EACH FILL CELL TYPICAL
<br />2x4 PT BLOCKING BETWEEN TRU65E5 W/ (2) l0d Lu
<br />TOE NAILS S EA. END 4 (2) 311(o"x2 3/4' TAPGONS
<br />INTO GMU WALL
<br />3/4' F`LfWOOD [DECKING GLUED AND NAILED W/
<br />Ed COMMON 6 (o' O/C EDGES AN[) 12' O.C. FIELD
<br />1/2' GYf=. WB. OR 3/8'
<br />PLYWOOD /TYPE 2-M-W
<br />055 (DRAFT5TOPPING)
<br />BE NAILED W1 Od COMM
<br />e (o' O/C To ONE SIDE OF
<br />FLOOR TRU55 FOR AN R4.2 MI
<br />AREA 1000 5Q. FT 4 IN5UL.
<br />5EALED FENATRATION j
<br />DRAFT5TOPPING SHALL
<br />AREAS W1 FOAM.
<br />DIVIDE THE CONCEALED
<br />SPACE INTO APPROX.
<br />EQUAL AREA5. 16" FLOOR SYSTEM
<br />DIAGONAL WEB 15 REQD TO TRANSFER PERP.
<br />DIAPHRAGM LOAD (MIN. 200 PLF) TO FLOOR
<br />DIAPHRAGM (,AT EXTERIOR WALL ONLY)
<br />1/2' HIGH STRENGTH OR 5/8" GYP W5 (OR 5/0,
<br />-GYP. TYPE `X' 6 GARAGE W1 A HAE31TABLE ROOM
<br />ABOVE) W/ 1 3/5" DRYWALL NAILS OR DRYWALL
<br />&CRWS. I" O/C CEILING 4 a' O/C WALLS
<br />Ix LUC) FURRING a 24' O.G.-
<br />MIN. 2500 PSI GONG. SLAB
<br />MIN 3000 PSI GONG. 5LAB�
<br />FOR HERNANDO GO. ONLY)
<br />(1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4;12 4
<br />(2) LAYERS UNDERLAYMENT FOR ROOF PITCH < 4:12.
<br />PRE ENGINEERED WE) TRU55 -a 24' O.C. MAX,
<br />SHINGLE ROOF
<br />15 L5 ROOFING FELT (SHINGLES)
<br />HURRICANE ANCHOR 6 EACH TRU55
<br />(5EE UPLIFT 5CHED.) UJ/ METAL FL.
<br />UNDER EA. TRU56 TO OUTSIDE OF WALL.
<br />1116' 0.5.5. (FOR 6HINGLE) OR 5/8'
<br />055 (FOR TILE) FIRE RATED OR
<br />REG. PER ROOF PLAN SEE ROOF
<br />NAILING 5GHED, ON 5HT. 5NI
<br />T CL
<br />('0
<br />LI)
<br />0-
<br /><1
<br />THD410 TAPGON5
<br />PLACEMENT DETAIL
<br />_1/
<br />LITE TEXTURED
<br />-1---DECORATIVE FIN15H
<br />UPPER FLOOR Adf__�
<br />5TD.'�O' HOOK (SEE DETAIL)
<br />8'X6'xl(o" GONG. KNOCKOUT BLOCK
<br />W/ (1) 05 ROE) GONT. FILLED 50LID
<br />W1 GROUT
<br />THD410 HANGER W1 20-10d 4 (14)
<br />311(o"xl 3/4' TAPGON5 (SEE THID410
<br />- TAPCONS PLACEMENT DETAIL)
<br />Ix P.T. BASE NAILER
<br />ARCHITECTURAL
<br />FIN15H
<br />(1) 05 VERT. IN FILL GELL5 (SEE
<br />w FOUNDATION PLAN 4 NOTES)
<br />0
<br />ti)
<br />(L
<br />zT,
<br />4"x4' INSPECTION FORT AT
<br />EACH FILL CELL TYPICAL
<br />- ---------
<br />I-le I
<br />C�)
<br />FIN15H GRADE
<br />Z .
<br />(ox(o WI.4xWI.4
<br />LUWF OR F15E 5H
<br />///>x
<br />STD. 130' HOOK
<br />(3)#5REE3ARON3'GHAIR-/ (SEE DETAIL)
<br />W/3" MIN. CLEARANCE
<br />T'�'F 2 = 5TCRN� WALL 5ECTION
<br />5CALE: 3/4'=I'-0`
<br />(1) LAYER 1/2' HIGH STRENGTH OR 5/5'GYP,
<br />WB. (OR 5/5'GYP. TYPE `X' 'a GARAGE W/A
<br />HABITABLE ROOM ABOVE) W11-31a'
<br />DRY
<br />WALL NAILS OR DRYWALL 5GRW6. I'
<br />C.C. CEILING, a' O.G. WALLS 1 4' O.C. EDGES
<br />(2) LAYERS I" DEN56LA55 5HAPTLINER
<br />INSERTED BETWEEN 2" FLOOR 4 GLG. RUNNERS
<br />W/ 2' STEEL H 5TUD5 BETWEEN ADJACENT
<br />PAIRS OF GYP. PANELS.
<br />2X4 BLOCKING e 48' O.G. MAX. W/ (2) I(od
<br />TOE NAILS 6 EACH ENE) 4 GLUED TO
<br />ROOF SHEATHING
<br />15 LB ROOFING FELT (SHINGLES)
<br />1116" O.S.B. (FOR SHINGLE) OR 5/5"
<br />055 (FOR TILE) SHEATHING UN-0.
<br />z'x__
<br />'X-FIRE RE515TANT 055 1/16" (FOR
<br />SHEATHING 4' ON EA. 511DE OF
<br />SHINGLE) OR 5/L3' (FOR TILE)
<br />PARTY WALL
<br />BREAKAWAY CLIPS AS PER GEORGIA-PAGIFIC
<br />SPECIFICATIONS 'a EACH SIDE OF EVERY OTHER STEEL
<br />'H' 5TUD (40" OG MAX) IOFT OG VERTICALLY
<br />(1) LAYER 1/2" HIGH STRENGTH OR
<br />5/0' GYP. LUB. W1 1-3/0" [DRYWALL
<br />R30 IN5UL. MIN.
<br />NAILS OR DRYWALL 5CREW5 7 C.C.
<br />CEILING, 8" O.G. WALLS 4 4" O.C.
<br />EDGES
<br />2 x 4 5'T'P112 xl2' LONG 5CAB 6 E40H
<br />RBG GLIP W1 10d 'a 3" O�G�
<br />5IMP5ON R5G 6 36' O.G. W1 (o - I0dxI 1/2' NAILS INTO
<br />TRU55 BOTTOM GHORD/5CAB 4 (3)1/4'x2 3/4' TITEN
<br />SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE
<br />INSTALLED PRIOR TO FURRING 5TRIP INSTALLATION
<br />(TYPICAL ON BOTH FACES OF WALL)
<br />-I x P.T. NAILER INSTALLED AFTER INSTALLING R5G's
<br />0'x0`XI(o` GONG. KNOCKOUT BLK. W/1$5 ROE)
<br />CONT. FILLED LU/ GROUT
<br />4"x4" INSPECTION FORT
<br />EA. FILLED CELL (TYF.)
<br />-Ix P.T. E3A5E NAILER
<br />5T 90* HOOK
<br />/1' ..' ...
<br />THD410 74FCON5
<br />PLACEMENT DETAIL
<br />I\ -
<br />(SEE DETAIL) 2ND FLR.
<br />THD410 HANGER W/
<br />10-10d 4 (L3) 3/1(o"xl 3/4"
<br />T,4PGONS (SEE THD410
<br />7AFGONS PLACEMENT
<br />DETAIL)
<br />�-O"x0"x1b' GONG. KNOCKOUT BLOCK W1
<br />(1) 05 ROE) CONT. FILLED W/ GROUT
<br />\-I" P.7. NAILER
<br />R-3 MIN. IN5UL. PER FBC
<br />(2001 ED.) 513-602.1.ABC.1.1
<br />SGALE:N.T.5.
<br />0' CMU LUALL----�_
<br />DE3L. <.O._'_�
<br />BLOC;< PER
<br />DETAIL J/5(0.
<br />P.C. LINTEL
<br />PER PLAN.
<br />3/4'PLYWOOD IDEC<ING PER J/56�
<br />U5P HTA20 Q 48' O/G, W1 4' EMBEDMENT INTO
<br />K-0. BLOCK 4 10-10d NAILS INTO BLOCKING
<br />2X4 5YF*2 DIAGONAL (45')
<br />SHEAR BLOGKING5 BETWEEN
<br />BLOG<ING5 W/ (2) 106 TOE
<br />NAILS 6 EA- ENE).
<br />5�4EAF�,) UJALL DE7,4L
<br />5CALE:N.T.5.
<br />PRE- ENGINEERED
<br />FLOOR TRU55ES e
<br />24" O/C MAX.
<br />2X4 5YF*2 BLOCKING
<br />40' O/C UJ/ (2) 106 TOE
<br />NAILS e EA. END (TYP.)
<br />a' CMU LUALL
<br />2X4 BLOCKING -a 4a' O.r- MAX.
<br />W1 (2) I(od TOE NAILS 'a EACH
<br />ENE) 4 GLUED TO ROOF
<br />SHEATHING
<br />2X4 LE-DGER s 4a' 01C MAX.
<br />VERTICALLILY N,41LED TO
<br />TRU55 LUE55 WK2) 8d (TYP.)
<br />PRE ENGINEERED -------
<br />ROOF TRU55 w 24"
<br />O.G. MAX.
<br />1/2' x (o' WIDE DEN5ARt-IOR PLUS
<br />FIREGUARD G OR TOUGHROCK
<br />FIREGUARD C GYPSUM BOARD
<br />BATTEN STRIPS e EA, SIDE OF
<br />STEEL "H' 5TUD (ONLY REQUIRES IF
<br />ATTIC; AREA 15 4CCE551151_E�)
<br />2 x 4 5YP*2 xl2' LONG -
<br />5CAB EACH RsG CLIP
<br />W/ loci 6 3 O�C'
<br />5IMP50N RBG v 36" O.G. LU/ (o-10dxl 1/2" NAILS
<br />INTO TRU55 E30TTOM GHORD/5CA5 4 (3)
<br />1/4'x2 3/4' TITEN SCREWS INTO MASONRY -
<br />NOTE: IRBC CLIPS TO BE INSTALLED PRIOR
<br />TO FURRING STRIP INSTALLATION
<br />2' FLOOR RUNNER W1 3116" E)1,4.---/
<br />x 1 3/4" T,4FGON5 e 16" O.G.
<br />5TD.'30* HOOK (SEE DETAIL)-/
<br />5"xO"Xl(o' GONG. KNOCKOUT 5LK. W/-
<br />1#5 ROE) GONT. FILLED W1 GROUT
<br />R-3 MIN. IN5UL. PER FBG
<br />(2001 ED.) 513-602.1.45C.f.
<br />(1) #5 VERT IN FILL CELLS (SEE
<br />FILL CELL PLAN FOR LOCATION5)
<br />2x4 PT BLOCKING BETWEEN TRU55E5 W/
<br />(2) 10d TOE NAILS -@ EA. ENE) 4
<br />(2) 3/16"x2 3/4' TAPGCN5 INTO CMU WALL
<br />z -A
<br />OL
<br />y ff-
<br />3/4' PLYWOOD DECKING GLUED AND
<br />IS)
<br />IS)
<br />NAILED W/ Od COMMON -a 6" O/C
<br />U-
<br />EDGES AN[) 12" C.G. FIELD
<br />1/2' GYP. W.B. OR 3/81,
<br />FLYWOOD/TYPE 2=M uj
<br />055 (DRAFT5TOFPirG')\
<br />TO BE NAILED W/ ad
<br />COMMON 'a (o' OIG TO ONE
<br />>
<br />SIDE OF FLOOR TIRU-55 FO
<br />AN AREA 1000 5Q. FT 4
<br />SEALED PENATRATION
<br />AREAS LU/ FOAr"'.
<br />DRAFT5TOPPING 5HALL
<br />DIVIDE THE CONCEALED
<br />5PAGE IN70 APPROX. 161, Pi ()ni;R%
<br />EQUAL AREA5. 5Y5TEM
<br />(I) LAYER 1/2' HIGH STRENGTH OR 5/a' GYP.
<br />W5. (OF, 5/0' GYP. TYPE 'X' 6 GARAGE W1 A
<br />HABITABLE ROOM ABOVE) W/1-3/a'
<br />DRYWALL NAILS OR DRYWALL 5GRUJ5. I'
<br />O.S. CEILING, a' O.C. WALLS 4 4' O.C. ED6E5
<br />(2) LAYERS I' DENeGLA55 5HAFTLINER
<br />INSERTED BETWEEN 2' FLOOR 4 GLG.
<br />RUNNERS W1 2' STEEL k 5TUD5 BETWEEN
<br />ADJ4GENT PAIRS OF GYP. PANELS.
<br />2X4 BLOCKING W1 (2) 10d TOE NAILS
<br />6 EACH END
<br />FIRE CAULK 15 L5 ROOFING FELT (SHINGLES)
<br />2' GLG. 111(o' 0.6.5. (FOR SHINGLE) OR 5/0'
<br />RUNNER 065 (FOR TILE) SHEATHING U.N.O.
<br />I !!--FIRE RE616TANT 055 1116" (FOR
<br />34" 1`11N. r;;4P �CNL�'
<br />REIO�IRE5 IF rIG 4-F\'E,4 SHINGLE) OR 5/5' (FOR TILE) 1/2' GYP W5 -----------------
<br />SHEATHING 4' ON EA, SIDE OF ------
<br />�5 NOT A ARTY WALL (1) 05 VERT. IN FILL CELLS (SEE
<br />C�� Xf. FOUNDATION PLAN FOR LOCATIONS)
<br />BREAKAWAY GLIFS AS PER GEORGIA-PACIFIC LLI
<br />SPECIFICATIONS 6 EACH SIDE OF EVERY OTHER TYPE "5" MORTAR (TYP.)
<br />z
<br />STEEL `H` STUD (40' Or- MAX) 4 IOFT OC VERTICALLY
<br />5' CONG. BLOCK (TYP.)
<br />2X4 BLOCKING W/ (2) 106 TOE NAILS 6 EACH ENE)
<br />F <
<br />RE ENGINEERED ROOF TIRU55 -1 4'x4" INFECTION FORT 6
<br />EfR-,:f
<br />PERPENDICULAR TO WALL 's 24' O.G. MAX. EA. FILLED CELL (TYP.)
<br />Ix P.T. BASE NAIL
<br />(ox(o WI.4xWI.4 WWF
<br />R30 IN5UL. MIN.
<br />(1) LAYER 1/2' HIGH STRENGTH OR 5/a' GYP. WB�
<br />DRYWALL NAILS OR DRYWALL SCREWS. 7
<br />O.C.GEILING, L3" O.C. WALLS 4 4' O.G. EDGES 9 t> 0
<br />M015TURE BARRIER
<br />I' P.T. NAILER (4) #5 GONT. 57`[)� 90* HOOK
<br />IF
<br />ON 3' CHA I R
<br />U5F) HTA20 Q END OF TIRU55 W/ 10-10d x 1 1/2" NAILS 21-01' (SEE DETAIL)
<br />INTO TRU55 4 4' EMBEDMENT INTO CONCRETE (NOTE:
<br />INSTALL HTA20'5 PRIOR TO IN5TALLING T14E 2 5TOFP,*T� FAFRTrUJALL 5ECTION
<br />5HPROPRIETARY PANELS SCALE: N.T.5.
<br />\-(I) #5 VERT. IN FILL CELLS (SEE
<br />FLOOR PLAN FOR LOCATION5)
<br />F1FELU4LL DE7,41L
<br />(2) LAYERS I" DEN56LA55 5H,4FTLINEf;R
<br />INSERTED BETWEEN 2" FLOOR 4 GLG.
<br />RUNNERS W1 2' STEEL H STUDS BETWEEN FIRE GAUL<
<br />ADJACENT PAIRS OF GYP. PANELS. 2' GLG
<br />RUNN7
<br />lk GL�= , ONLI' R:_:::O�IRF�, F .
<br />-711C 4REE4 �5 '�CT _�GCE55115LEI
<br />112' x (o" WIDE DENSARMOR PLUS
<br />FIREGUARD S OR TOUGHROG<
<br />FIREGUARD C GYPSUM BOARD BATTEN
<br />STRIPS 'a EA.511DE OF STEEL 'H" STUD
<br />(ONLY REQUIRES IF ATTIC, AIREA 15
<br />ACCE6515LE.)
<br />R30 IN5UL.
<br />2' FLOOR RUNNER W1 3116" D 4.
<br />x 1 3/4' TAFICON5 s I(o " O.C.
<br />5TE). 90' HOOK (SEE DETAIL)-
<br />5'x5"XI(o' GONG. KNOCKOUT BLK. W/
<br />105 ROE) CONT. FILLED W1 GROUT
<br />R-3 MIN. IN5UL. PER FI5G-
<br />(2001 ED.) 513-6021,45C.I.1
<br />NOTES:
<br />1) SEPARATION WALL IN THE ROOF
<br />SYSTEM PROVIDES 2-PR5 PR07ECTION
<br />PER GP WHI 4135-0743
<br />2) MA50NRY WALL PROVIDES 2-HR6
<br />PROTECTION PER UL-U905
<br />NOTES:
<br />1) SEPARATION WALL IN THE ROOF
<br />5Y5TEM PROVIDES 2-HR5 PROTECTION
<br />PER GPWHI 495-0143
<br />2) MA5ONRY WALL PROVIDES 2-HR5
<br />PROTECTION PER UL-UeO5
<br />4'x4' INSPECTION FORT
<br />EA. FILLED CELL (TYP.)
<br />-lx P.T. 5A5E NAILER
<br />STD� 130' HOOK
<br />THD410 - TAFGON5
<br />PLACEMENT DETAIL
<br />�j
<br />(SEE DETAIL)
<br />2ND FLR.
<br />THD410 HANGER W1
<br />10-10d 4 (0) 3116"xl 3/4'
<br />TAFCON5 (SEE THD410
<br />TAPCON& PLACEMENT
<br />DETAIL)
<br />�-B"xO'xl(o` CONG. <NOC< UT BLOCK W/
<br />(1) 05 ROD CONT. FILLED W/ GROUT
<br />\-I" P.T. NAILER
<br />_�_R-3 MIN. IN5UL. PER F5G
<br />(2001 ED.) 513-602.1,A15C.I.1
<br />5GALE:N_T_-5,
<br />2X4 5LOG<ING W1 (2) 10d TOE NAILS 6 EACH ENE)
<br />15 LB ROOFING FELT (SHINGLES)
<br />1/1(0' 0.5.5. (FOR SHINGLE) OIR 5/8'
<br />055 (FOR TILE) SHEATHING U.N.O.
<br />FIRE RE515TANT 055 111(o'
<br />(FOR SHINGLE) OR 5/0' (FOR
<br />TILE) SHEATHING 4' ON EA.
<br />51DE OF PARTY WALL
<br />BREA<AWAY SLIP5,45 PER GEORGIA- PACIFIC
<br />6PECIFICAT IONS -a EACH SIDE OF EVERY OTHER
<br />STEEL 'Ll' STUD (40' OC MAX) 4 IOFT OC VERTICALLY
<br />2X4 BLOCKING W1 (2) 10d TOE NAILS -s EACH ENE)
<br />PRE ENGINEERED ROOF TRU55
<br />rPERPENDIGULAR TO WALL 'a 24' O.G. MAX.
<br />P P, `- (1) LAYER 1/2" HIGH STRENGTH OR 5/5" GYP. WB.
<br />W/1-3/0" DRYWALL NAILS OR DRYWALL SCREWS. I"
<br />C.C.CEILING, a' O.G. WALLS 4 4' O,G. EDGES
<br />M015TURE BARRIER
<br />I" P.T. NAILER
<br />U5f=1 HTA20 -w ENE) OF TRUSS W/ 10-10d'x I 1/2'NAIL5
<br />INTO TRU55 4 4" EMBEDMENT INTO CONCRETE (NOTE:
<br />INSTALL HT420's PRIOR TO.JNSTALLlNG THE
<br />PROPRIETARY PANELS
<br />(1) 05 VERT. IN FILL CELLS (SEE
<br />FLOOR PLAN FOR LOCATIONS)
<br />FIF,:)EWALL IDETAIL o)
<br />FEFFENDICL�LAfR TO UJALL I( �E
<br />5CALE:N.T.5. �� 3 �' T
<br />2X CIIRIPPLE5 Iro" O.C.
<br />W1 U5P 5FT24 T'I'F.
<br />70f=' AN[) E30TTOr-I
<br />�,U.JlIEN STU[) LENc;;l4T-
<br />16 LE-56 TI,IAN 12" USE
<br />L5T,430 5TfRAP5 AT
<br />E C 14 UE:) LOR PPEC)
<br />OVEIR TOP PLATE 4
<br />NAILEC) 70 1=41HAIDER
<br />EACI-4 61E)E LU/ 11 10d
<br />NAILS
<br />106 NAIL& e a"
<br />O/C T"YF=.
<br />[DOU5LE 2"x4"
<br />CRIPPLE
<br />TT-PICAL (U.N.O.
<br />HEADER SUPPORT
<br />NO. OF JACKS 4 5TUD5
<br />REQ. AT OPENINGS
<br />OPENING
<br />2' x 4' WALL
<br />2'x (o'WALL
<br />JACKS
<br />� STUDS
<br />JACKS
<br />STUDS
<br />51ZE
<br />EAEND
<br />EAEND
<br />EAEND
<br />EAEND
<br />(1)
<br />(2)
<br />(1)
<br />(2)
<br />4'-13'
<br />(2)
<br />(3)
<br />(2)
<br />(2)
<br />(3)
<br />(3)
<br />(2)
<br />(3)
<br />5EE FLOOR PLAN NOTE&
<br />FOR REOUIREID
<br />CONNECTION
<br />2-ROW5 12d NAIL&
<br />5TAGGEREID ia 12 O/C
<br />EACH FACE OF, 3-ROLU6
<br />126 NAIL5 STAGGERED 'a
<br />12" OIC. FOR 2"xI0" OR
<br />L) 0 U 5 L E 2 x 12 *2 5T'F
<br />11EAC)ER W/ 1/2" FLITC�4
<br />PL E (U.N.O.)
<br />FILLING AND
<br />5LOCXING A5
<br />fREQUIFREED F,45TENEID
<br />TO HEAEDEF, W1 (2)
<br />f;ROWS OF 12 ol -a I ro
<br />O/C UNLE53 NOTEC)
<br />OTHEFWISE
<br />2'x4' 5TUD5 TYP.
<br />- P.T. 50T. f=LATE
<br />vFLOOfR TRU65
<br />/5EAr-I
<br />L5EE PLAN FOR REQUIfRED
<br />CONNECTION&
<br />LOAD 5E,4fR1N(:�;/EXTEfR10fR FfR,4�-IE
<br />UJALL �4EAFDE IDETAL
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<br />DANSCO
<br />ENGINEERING, ILLC
<br />P.O. BOX 34M
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineering.com
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<br />To THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING
<br />CODE (INCLUDING 20019 SUPPLEMENT), SECTION
<br />R301 FOR 120 MPH, 3 SEC. GUST.EXPOSURE "C�
<br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 1.().18)
<br />WIND ZONE.
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEA LED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />02011 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />0201 ]-THESE DRAWINGS AND DES�GNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEER NG, LLC AND THE
<br />CLIENT ON THIS PRO1ECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />02.02.09
<br />1.0 2007 FBC UPDATES
<br />10.29.09
<br />1.01 FFPC 2007 UPDATE
<br />05.07.10
<br />2.00 GP FIREWALLS
<br />117-28.10
<br />&T. ROOF
<br />=G FOR _nLF: ROOF
<br />11.12.10
<br />4.00 ADD STEM WAU DETAILS
<br />04.20.11
<br />4.01 REVISED NON -DROP
<br />GABLE DETAI L
<br />06.10.11
<br />4.02 REVISED J/S6, B/S6 & F/S6
<br />FOR HANGER CONN.
<br />06.24.11
<br />4.03 REVISED ROOF SHEATHING
<br />AT FIREWAILS
<br />VERSION NO. 4.03 / 06.24.11
<br />CA 25948
<br />[j SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />/P P.E. #60122
<br />Ei IRWIN J. BENSON,
<br />P.E. #49758
<br />41(k EAL:
<br />C L- 4 4'. . .. ...
<br />:
<br />Z�'
<br />I'Vi,
<br />SHEET TITLE:
<br />TYPICAL 2 -STORY
<br />SECTIONS & DETAILS (MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 310623
<br />DATE ISSUED: 07.19.11
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />'400
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