|
EXTERIOR WALL SHEATHING
<br />SHEATHING
<br />NAIL
<br />PANEL EDGE
<br />FIELD
<br />BLOCKING
<br />REQUIRED (MIN
<br />SIZE
<br />NAJL"
<br />"
<br />REQUIRED
<br />7/16-
<br />C.
<br />12, D.C.
<br />ALL EDGES
<br />SHEATHING
<br />PANEL EDGE NAILING
<br />NOTE: PROVIDEBLOCKING
<br />AT ALL SHEATHING S IS
<br />WIT
<br />STRUCTURAL
<br />SHEATHING
<br />SINGLE N&L EDGE SPACING
<br />a
<br />N It2 S
<br />DOUBLE NAIL EDGE
<br />STUD SPACING 2X4 BLOCKING
<br />PER PLAN SHEATHING SPLICE - SAME
<br />NAILING THICKNESS AND STRENGTH AXIS
<br />PER PLAN ORIENTATION AS WALL SHEATHING
<br />FrfPM SHEATHING DETAIL 11/01/2023
<br />�NOT TO SCALE W�W_010
<br />EXTERIOR WALL SHEATHING
<br />AIE
<br />PANEL EDGE1
<br />R=ING
<br />MIN.)
<br />I SIZ
<br />NAILING
<br />SFIELD
<br />PACING
<br />jBLOcIQNG
<br />REQUIRED
<br />I '
<br />T O.C�
<br />I 1-0-C
<br />1ALLEDGES
<br />SHEATHING
<br />S
<br />WET
<br />STRUCTURAL SHEATHING
<br />NAILING,
<br />17
<br />,,�FIELD
<br />PANEL E
<br />NAILING DGE
<br />3 1 ��BOTJT.
<br />HORD
<br />END SHEATHNG DETAIL
<br />11/0112M
<br />�GABLE
<br />�N.;'TO
<br />SCALE
<br />WW-020
<br />PRE-ENGINEERED TRUSS PER MANUF 0 24'O.C. MAX;
<br />ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN
<br />(6) 0.1 4lrx3' FACE NAILS THRU KING
<br />STUD TO HEADER (MIN. 3 EA PLY.)
<br />HEADER STRAP RrCVMNT PER TARE
<br />ULT BASIC
<br />WIND SPEED
<br />HDR MAX
<br />CLA SPAN
<br />STRAP
<br />REQI
<br />�14OMPH
<br />4 FT
<br />I LSTA18
<br />.14OMPH
<br />C28
<br />(2�4x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @
<br />- 0 C ALTERNAT.- TOE - THE
<br />WALL .0. TOP PLATES INTO RAJSED
<br />HEADER 13ELOW OVER OPNG. TYP.
<br />TYP TRI PLATE
<br />CONNECTOR PER PLAN
<br />HEADER PER PLAN, 12) PLY.
<br />MIN. ADD TIONAL JACKIONG
<br />IT(
<br />STUD CONNECTOR
<br />I MAX CLR SPAN REQUIREMENTS PER PLAN.
<br />160 MPH 5 Fr I MSTA24 EDGE "L SHEATHING AROL#4D GERING
<br />I PER TYP SHEATH114G DETAIL REOMNTS
<br />OF JACK STUDS 2XFRAMING BELOW WINDO
<br />PER PLAN OR OPNGS PER PLAN; OMIT AT
<br />SHEATHING PER PLAN F
<br />GENERAL NOTES DOOR OPNGS, TYP.
<br />AT FOUNDATION CONDITION - HOLD
<br />DOWN REQUIREMENT PER TABLE
<br />ULT BASIC HDR MAX HD REQMNT AT �-.TORY FLRI
<br />WIND SPEED CLR SPAN DTT2Z .1 (8)-1 1-1/7 CONDITIONS IF APPLIES):
<br /><14OMPH 4 FT
<br />& 112'W TTTEN HD*
<br /><14OMPH 9 FT
<br />HTT4 wl IT 11�4148-xi -112- TO
<br />-
<br />KING & 5/8'xG'THFN HD*
<br />____i
<br /><16OMPH 5 FT
<br />DTT2Z wl III "
<br />a ir2WTITENHD*
<br />2x STUDS, SPACING PER
<br />INNIM
<br />AM
<br />PLM/NOTES TYP. UNQ,
<br />STD HEADER CONFIGURATION
<br />ffi N& (VIEWED FROM INTERIOR)
<br />CRAWLIBASEMENT CONDITION. TITEN HO SHALL BE SUBSTITUTED FOR ATR
<br />OF SAME DIAMETER DRILL & EPDXY fi'MIN EMBED TO FOUNDATION WALL
<br />pa -
<br />TYWA OMNG @ FMNG WAI.I.
<br />(6)0.148- Z FACE NAILS
<br />THRU KING STUD TO
<br />HEADER (MIN. 3 EA. PLY.)
<br /> 111ANT - T- F
<br />ULT BASIC
<br />WIND SPEED
<br />HOF MAX
<br />CLA SPAN
<br />STRAP
<br />REO`MNT
<br /><14OMPH
<br />4 FT
<br />LSTA1 8
<br /><14OMPH
<br />9 FT
<br />MSTC28
<br /><16OMPH
<br />1 5 FT
<br />MSTA24
<br />ULT BASIC
<br />MIND SPEED
<br />I MAX
<br />CLR SPAN
<br />HDREQ`MNT
<br />�1 40 MPH
<br />4 Fr
<br />I CS16I
<br />�14OMPH
<br />9 Fr
<br />(2)CS1 x4rLG.-
<br />- I -
<br />APPLY (1) STRAP TO JACK STUD W/
<br />1IDR STRAP & (1) STRAP TO KING STUD
<br />(FL/CCD) 11101/2023
<br />WGW-050
<br />INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE DOUBLE 2x TOP TOP PLATE CONNECTOR,
<br />Ix CUSTOM PT.BUCKTO 2K OR GFNEATER BUCK TO EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE
<br />I x WOOD MASONRY MASONRY MID SPAN BLOCKING ONE):
<br />lx P.T. BUICK MATCH FRAME WIDTH, BUILT-UP THICKNESS � 2 BETWEEN EACH a. (1) SPH4 0 2X4 WALLS
<br />ATTACH wl -r NAELS @ 4. 1/4. = 'x4* MASONRY STUD, LINO (1) SPHS a 2X6 WALLS
<br />..;�14
<br />ATTACH FROM ENDS AND 1Z OC. S (9 4' FROM ENDS GARAGE DOOR AND b. (2) H2.5A (ONE EA SIDE OF
<br />WINDOW PER REMAINDER. ATTACH AND 12'O.0 REMAINDER. TRACK, INSTALLED PER BOTTOM PLATE CONNECTORS, PLATE)
<br />0
<br />FLORIDA WINDOW THRU BUCK INTO I 1/4"EMBEDMENT MANUFACTURERS SPACING PER PLAN (CHOOSE 0144E): C. (1) SP2
<br />PRODUCT MASONRY PER FLORIDA SPECIFICATIONS. a (1) SPH4 0 2X4 WALLS d (2) SDWC15600
<br />AR51111117,101- PRODUCT APPROVAL (1) SPH6 (9 2X6 WALLS e � STRUCTURAL SHEATHING &
<br />N,%R ELEVATION b Q) H2.SA (ONE EA SIDE OF PLATE) SNA)LING PER PLAN
<br />2X6 WOOD BUCK�V-IORED c. (2) SPI (ONE EA SIDE OF PLATE) HEATHING PER PLAN
<br />d. (3) SDWC15450 SCREWS 2x STUDS AT Is- 0,C,
<br />TO CMU .11/2' BOLTS OM
<br />OR 5YB* x WSIMPSON TITEN STRUCTURAL SHEATHING & 2x BOTT PLATE
<br />.AILING PER PLAN
<br />I W/ 2* WASHERS AT 2r N PER PLAN
<br />TYWA WNDW ATTAMMOU DETAIL 12A712021 FF-"--ETOBL---i O.C.&WITHINS"OFTCPAND FMMNG WhL W/ MR 8/27/2021
<br />,CK 4'
<br />x 3' MASOZI� (2= I
<br />BOTTOM'
<br />(FyNoI SCALE TO MASON. Y
<br />O.C. STAGGER ROWS 6' WGW-105
<br />STRUCTURAL SHEATHING
<br />2x FRAME WALL w/ P.T.
<br />& ATTACHMENT PER PLAN
<br />SILL PLATE, PER PLAN
<br />ANCHOR BOLTS OR STRAPS '
<br />SEE GENERAL NOTES, U N 01
<br />.'C.. WALL, BONDBEAM
<br />aOil.
<br />& VERT REIN PER PLAN
<br />WOOD BUCK ATTACHMENT:
<br />INT. FINISH
<br />21 OR GREATER BUCK TO MASONRY
<br />I x WOOD
<br />BUILT-UP THICKNESS � 2 1/4' = 114',W
<br />2� P.T. BUCK
<br />MASONRY SCREWS @ 4- FROM ENDS
<br />AND 12'O.C. REMAINDER./ 1 1/4'
<br />ATTACH DOOR PER
<br />EMBEDMENT
<br />FLORIDA PRODUCT
<br />APPROVAL
<br />ALTERNATE
<br />Ix CUSTOM PT BLOCK TO MASONRY
<br />MATCH FRAME WIDTH, ATTACH w/r
<br />BRICK
<br />NAILS 9 4- FROM ENDS AND 12' OC,
<br />MOLD
<br />R MAINDER.ATTACH DOOR THRU
<br />FINISH PER
<br />BUCK INTO MASONRY PER FLORIDA
<br />7ftol ELEVATION
<br />PROD
<br />e1 RME WAIi ON MMKf WAI.I. 11/01/2023 nW15 DnD"ATTAUMEWDUAIL 11101/2023
<br />NO; TO SCALE W�Wl 21 \__/NOT TO SCALE 'A�- 150
<br />EXT. WALL
<br />PER PLAN
<br />2X4 BLOCKING 0 24. OC
<br />NAILED BETWEEN STUDS
<br />./ (2) 10d NAILS EACH END
<br />INT. WALL
<br />PER PLAN
<br />(2) 1 Od NAILS EN
<br />STUD TO EA BL4
<br />2X4 DBL.
<br />TOP PLATE
<br />BLOCKING
<br />JSH WITH E
<br />FACE THAT
<br />kNACENT
<br />MSECTING
<br />, INTERSEG
<br />VALL BEYO1
<br />PARTY OR
<br />(TERIOR W,
<br />SILL PLATE
<br />EN IN CONI
<br />,/CONCRE
<br />E?1W._WA&11M1EMT0EXT.WAI.L 2/2812022
<br />vv�wlfli
<br />EXTERIOR CMU WALL
<br />1/4"DRIVE-INANCHOR
<br />GARAGE DOOR AND
<br />TRACK. INSTALLED PER
<br />MANUFACTURERS
<br />SPECIFICATIONS.
<br />1/2* x 2 1/4' HII SLEEVE
<br />ANCHOR OR EQUAL MIN. 1 112*
<br />EMBED INTO MASONRY (I PER
<br />[-----
<br />F"E T70
<br />I MASONRY
<br />BRACKET
<br />TYPM C"E M ATTACHIAW
<br />11/01/2023
<br />��140;
<br />TO SCALE
<br />W`GM-160
<br />SHEATHING
<br />PER PLAN
<br />2xSTUI
<br />16, OC
<br />END STUD
<br />TO FLAT
<br />STUD /
<br />0,162'x3-1/2'
<br />NAUMSIR
<br />tEI
<br />2x STUD I I/ STRUCTURAL
<br />T 0 ND BEW
<br />1-r -
<br />DOUBLE 2. TOP PLATE
<br />MID SPAN BLOCKING BETWEEN
<br />EACH STUD AT FRAME WALLS
<br />2x STUDS SPACING
<br />WY PLATE HEIGHT 9-4'OR
<br />PER GENERAL NOTES
<br />TALLER, OTHERWISE MAY OMIT
<br />U.N.0 PER PLAN
<br />III
<br />-PLATE
<br />SHEATHING
<br />R PLAIN
<br />MATC2,,NGTTkLL WIDTH
<br />LWBEAR1NGWAIiw/oUKF 11101/2023
<br />_;A __
<br />WGW_111
<br />ft RESM, COW
<br />IN BOND SI
<br />BOND BEAM
<br />PER PLAN
<br />2X CRIPPLE STUDS @ IB-OC
<br />OVER HEADER. TOPIBOTTOM STUD
<br />CONNECTORS PER W10113,42, �
<br />ALT. HEADER CONFIGURATION
<br />(FOR INFORMATION BEYOND BREAKUNE OR NOT SHOWN REFER
<br />TO STC, HIDER CDWIGURATION)
<br />�L�011 OPENING MITER LINTELS BY
<br />FIELD CUTTING
<br />#5 REBAR IN VERTICAL
<br />GROUT FILLED CELL
<br />#5 CORNER DOWELS INSIDE
<br />AND OUTSIDE OF VERTICAL
<br />#5 BAR AS SHOWN
<br />PRECAST UNTELS
<br />FILLED WITH GROUT
<br />90 DEG. OR DETAIL w/ COWIVIN BEL 2./28/2022
<br />OR WGM M
<br />TOP OF HEADER AT
<br />MTL STRAP LOCATION
<br />BOTTOM OF TOP PLATE
<br />MATCHES STID CONDITION I$
<br />PLATE HE GHT PER PLAN
<br />2x CRIPPLE STUDS
<br />(2)-2x CONT FLAT PLATE
<br />USE (3) _2x PLATE AT DBL
<br />V
<br />Mn S. LOCATIONS
<br />ALT RAISED HEADER
<br />END LENGTH CONTINUOUS DOUBLE
<br />2x FULL HEIGHT KING STUD PER SCHEDULE 2x TOP PLATE
<br />PEN. NUMBER PER PLAN PLATE HEIGHT PER PLAN
<br />I�
<br />HEADER PER PLAN
<br />z
<br />2x BLKG USE DBL, OR
<br />FLAT 2x BLKG (jp DBIL OR
<br />3'WIDE MTL STRAPS
<br />2x JACK STUD - NUMBER
<br />PER PLANACITES
<br />WALL SHEATHING
<br />PER PLANSISHEAR
<br />WALL SCHEDULE 3:
<br />0
<br />SINGLE. DOUBLE OR
<br />FLAT Zx BLOCKING, TYP.
<br />(2) 2x SILL PLATE
<br />SINGLE OR DOUBLE
<br />PER PLAN. PLACED OVER OR
<br />BEHIND WALL SHEATHING
<br />2x SILL PLATE wl SILL
<br />ANCHORAGE PER PLAN
<br /># OF NAILS I
<br />@ EA END
<br />END
<br />LENGTH
<br />I STRAP
<br />APACITY (LBS)
<br />IT 6 m3vw-1/71
<br />Er
<br />1
<br />20 31"Q-1,71
<br />15'
<br />1
<br />'E6 E 2
<br />E -
<br />zi.
<br />-HP
<br />Michigan
<br />3400 Auburn Rd
<br />Suite 200
<br />Auburn Hills, MI 48326
<br />+1 248.622.4035
<br />Florida
<br />12906 Tampa Oaks Blvd.
<br />Suite 150
<br />Tampa, FL 33637
<br />+1 813.466.3310
<br />www.fieldstoneae.com
<br />M
<br />z
<br />0
<br />Z
<br />z
<br />>
<br />Lu
<br />0-4
<br />w
<br />0
<br />IRE
<br />Cn
<br />U
<br />ILE
<br />0
<br />5
<br />C)
<br />7
<br />L
<br />IDRAWN BY: I FA7E
<br />VERSION: 5.0
<br />SHEETNAME
<br />DETAILS -
<br />WALL
<br />SHEE7 #
<br />S42
<br />PARALLELTO SHEATHING #5 REJEOP HOOKED
<br />CONNI PER PLAN -
<br />TOWMt
<br />STUD w/
<br />01 11
<br />CAU 7/16(2021 IN SOLD R me
<br />W18 CELLS, (SEE PLAN)
<br />NO'� TO SCALE -180 e ffFTAO SHEMM WALLL 11/01/2023
<br />WGW B12
<br />, REE, HOOKED WOW-120
<br />D, U00 Fiel&tone
<br />COMMON WALL 19LUM
<br />(TYP
<br />)8.8.16CMU
<br />WEAVE BLOCK COURSES EVERY SEE NOAT N PLAN C-O.A.# ARCHITECURE:
<br />MD DETARS FOR
<br />OTHER BLOCK ITYP.) (9 EVERY FOOTING REINFORCING AA26002802
<br />INTERSECTION REBA C.O.E.# ENGINEERN
<br />BLOCK TEE PLAN PER 0. 2
<br />in 29349
<br />jL4 W19 WORD 110 CELL DETAL
<br />NOT TO SC�E 13 IBRAHEM ELAYEB, PE 4:
<br />P.E.# 91476
<br />BENJAMIN NIESE, PE
<br />DETAIL 11/01/2023
<br />61;1BTTCkCMUIWERSEM P.E.# 86025 40RID
<br />__/NOT TO SCALE WGM-182
<br />05/30/2024
<br />DATE
<br />
|