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III I J_ I A 1 1_ 1 1 N
<br />1 ' -- I - I 1- ii 1 - - I
<br />1 _ .I I g1 "N� I 11'RIfpN'
<br />! — tt-I L
<br />SHEATHING TO BE 15/32' ❑SB OR 1/2' PLY CDX W/8d RING SHANK NAILS
<br />@ 3' D.C. BOUNDARIES, 6' O.C. EDGES & 8' ❑,C. FIELD
<br />USE STEEL PLYCLIPS,
<br />2"x 4" TOP CORD BLOCKING ® 48" O.C. FOR
<br />FIRST FOUR ROWS OF TRUSSES ® EDGES OF
<br />SHEATHING TYP.. BACK NAIL AND TOE NAIL
<br />ALTERNATE ENDS W/ (2) 16d NAILS.
<br />(2) 2X4 DIAG. BRACING —
<br />SPACED ® 48" O.C.. (4)
<br />16d NAILS ® EACH END
<br />(TYP)
<br />2X4 DIAG❑NAL ATTACHED
<br />WITH (4) 8d X 3 1/2'
<br />NAILS INTERSECTING —
<br />BL❑CKING
<br />S
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH 8' MASONRY WALL WITH (l)---j
<br />10dx3" ® 4" O.C. #5 REBAR C❑NT IN KNOCKOUT
<br />COURSE
<br />BLOCK
<br />AND FASCIA
<br />DOWNSET TOPCHORD OF GABLE
<br />END TRUSS TO RUN 2"x 4"
<br />OUTLOOKERS SPACED ® 24" O.C.
<br />(1) SIMPSON H5 ® EACH
<br />OUTLOOKER
<br />"FEBE(SET90% OWLNGTHH (SEE
<br />GABLE TRUSS
<br />1/2" CDX PLYWOOD OR 7/16" OSB
<br />SHEATHING ATTACHED W/ 8d
<br />RINGSHANK NAILS ® 4" O.C. EDGES
<br />AND 8" O.C. FIELD
<br />SIMPSON META20 OR LTA1
<br />SPACED ® 24" O.C.
<br />5/8" OR 1/2" CEILING DENSE
<br />GYPSUM WALL BOARD FASTENED
<br />WITH 8d COOLER NAILS OR 1 1/4"
<br />LONG DRYWALL SCREWS COMPLYING
<br />WITH ASTM C1002 FOR FIRST 8'-0"
<br />FROM END WALL ® 4" O.C. TYP.
<br />CABLE END BRACING DETAIL
<br />2X4 TOP PLATE II II �INSULATION
<br />12GYPSUM CEILING BARD
<br />1/2' GYPSUM WALL BOARD
<br />2X4 STUDS @ 16' D.C.
<br />2X4 DRAFTSTOPPING (TYP)
<br />@ 24' ❑C, ❑RPCONS EQUAL -\II II��4X4PT BOTTOM C❑NCRETE SLAB
<br />ATE
<br />'. ..... I .0 5
<br />INTERIOR
<br />NON- BEARING WALL
<br />NAILING SCHEDULE
<br />ALL NAILS ARE d COMMON NUMBER AND SPACING
<br />[SOLE
<br />LEDGER STRIP
<br />16d
<br />3' @ EA J❑IST
<br />PL, TO JOIST OR BLK'G-FACE NAIL
<br />16d
<br />16' D.C.
<br />TOP OR SOLE PL. TO STUD -END NAIL
<br />16d
<br />2
<br />STUD TO SOLE PL.-TOE NAIL
<br />8d/16d
<br />3/2
<br />DBL, STUDS -FACE NAIL
<br />loci
<br />24' D.C.
<br />DBL, TOP PLATES -FACE NAIL
<br />loci
<br />16' D.C.
<br />CONTINUOUS HD'R TWO PLACES
<br />16d
<br />16' D.C. ALONG EA, EDGE
<br />C❑NTINUOUS HD'R TO STUD -TOE NAIL
<br />8d
<br />3
<br />1X8 SHEATHING OR LESS TO EA. BRN'G-FACE NAIL
<br />8d
<br />2
<br />OVER 1X8 SHEATHING TO EA. BRN'G-FACE NAIL
<br />8d
<br />2
<br />BUILT UP CORNER STUDS
<br />loci
<br />24' D.C.
<br />BUILT UP GIRDERS AND BM'S TO TRUSS MEMBERS
<br />loci
<br />32' D.C. @ TOP AND BOTT, AND STAGGERED
<br />2 ENDS @ EA. SPLICE
<br />1/2' GYPSUM SHEATHING
<br />11 GA. 1-1/2' GALV. 7/16' HEAD
<br />4' ON EDGE 8' IN FIELD
<br />5/8' GYPSUM SHEATHING
<br />11 GA. 1-1/2' GALV. 7/16' HEAD
<br />4' ON EDGE 8' IN FIELD
<br />1/2' GYPSUM WALLBOARD
<br />1-3/8' DRYWALL NAIL 7/16' HEAD
<br />7' ON CEILING 8' ON WALLS
<br />5/8' GYPSUM WALLBOARD
<br />1-1/2' DRYWALL NAIL 7/16' HEAD
<br />7' ON CEILING 8' ON WALLS
<br />HARD BD, LAP SIDING -DIRECT TO STUD
<br />8d C❑RROSI❑N RESISTANT W/ MIN.
<br />SHANK DIA. OF .099' AND A MIN,
<br />HD. DIA. OF .24'
<br />16' D.C. @ TOP AND BOTTOM EDGES
<br />HARD BD. LAP SIDING OVER SHEATHING
<br />10d C❑RROSI❑N RESISTANT W/ MIN,
<br />SHANK DIA, OF ,099' AND A MIN.
<br />HD, DIA. OF .24'
<br />16' ❑.C. @ TOP AND BOTTOM EDGES
<br />HARD BD. PANEL SIDING DIRECT TO STUDS
<br />8d C❑RR❑SI❑N RESISTANT W/ MIN.
<br />SHANK DIA. OF .092' AND A MIN.
<br />HD, DIA. OF .225'
<br />6' D.C. @ EDGES AND 12' D.C. @
<br />INTERMEDIATE SUPPORTS
<br />HARD BD, PANEL SIDING OVER SHEATHING
<br />10d CORR❑SION RESISTANT W/ MIN.
<br />SHANK DIA, OF .092' AND A MIN,
<br />HD. DIA. OF .225'
<br />6' O.C. @ EDGES AND 12' D.C. @
<br />INTERMEDIATE SUPPORTS
<br />MISSING TRUSS ANCHOR:
<br />TRUSSES THAT ARE PLACE SUCH THAT AN EMBEDMENT ANCHOR
<br />IS MISPLACED MAY BE FASTENED TO THE MASONRY BOND BEAM
<br />USING ONE (1) SIMPS❑N MTSM16 TWIST STRAP W/F❑UR (4)
<br />3/16' X 2 1/4' TAP CON MASONRY SCREWS IN THE BOND BEAM
<br />AND NINE (9) 10d NAILS IN THE TRUSS (MAXIMUM UPLIFT
<br />CAPICITY = 1200 POUNDS)
<br />LEGEND
<br />(� HETA20
<br />® HETA24
<br />UPLIFT CONNECTION - SIMPSON STRONG -TIE
<br />MASONRY APPLICATIONS
<br />MARK
<br />CONNECTOR
<br />UPLIFT
<br />CAPACITY
<br />LATERAL
<br />CAPACITY
<br />FASTENERS
<br />FLORIDA
<br />APPROVAL #
<br />A
<br />HETA20
<br />1810
<br />9-10d X 1-1/2'
<br />11473.3
<br />B
<br />HETA24
<br />2365
<br />12-10d X 1-1/2'
<br />11473.3
<br />CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO
<br />MANUFACTURER FOR GROUT FILLED CPU,
<br />NOTE, ALL SIMPS❑N OR EQUIVALENT CLIPS AND CONNECTORS TO BE
<br />FASTENED PER MFGRS SPECIFICATI❑NS
<br />AS TO SIZE AND QUANTITY OF FASTENERS
<br />TO ACHIEVE MFGRS SPECIFIED RATINGS AND TO BE
<br />IN C❑MPLIANCE WITH ISSUED FLORIDA APPROVAL CODE NUMBERS
<br />30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER
<br />INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATI❑NS
<br />FLASHING PER FBC-R 905
<br />RIDGE VENT AS REQUIRED PER FBC R806
<br />SHEATHING TO BE 15/32' 4 PLY CDX ❑R ❑SB, USE STEEL PLY CLIPS
<br />FASTEN SHEATHING TO TRUSSES W/Bd RING SHANK NAILS @
<br />6' ❑.C. EXCEPT 4' ❑,C. FOR FIRST 3 TRUSSES FROM GABLE ENDS
<br />WOOD TRUSSES BY THER
<br />UN�RE THEM WHENA BEARIN ❑N MAS❑NRYT PLATE(. MAX
<br />ATTACH S❑FFIT TO NAILING STRIP
<br />MIN. 1X2 NAILING STRIP
<br />C❑NTINI❑US ALUM DRIP EDGE ATTACHE
<br />PER MANUFACTURERS SPECS
<br />VINYL S❑FFIT
<br />2X6 WOOD ggSUB ATTACHED TO
<br />pNLAIILS (U(2M)SggEppAFFCFFHTTTTRppUSDDSCOMggMOppN
<br />TRIMMIATTACHEDIPERNMANUF�ISPECS.
<br />ATTACH S❑FFIT TO FASCIA OR TO NAILING
<br />STRIP (NOT SHOWN)
<br />J-CHANNEL-
<br />VARIES
<br />SEE PLAN
<br />PRE -CAST CONIC SILL
<br />FINISH (STUCCaM 1N 2 02SCOAT
<br />PER SPECS FBC-R 703
<br />NOTE, EXTEND
<br />DECO FINISH 4' TO
<br />BELOW GRADE
<br />I
<br />0
<br />R-38 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLOWN FIBERGLASS INSULATION
<br />4iAC WE liTH % I6 OLER pip
<br />OR ##8 pDRYWALLLL SCREW
<br />p�pAgTT�P, MAX IN IN E� E TR gS
<br />OSE ? 1/2 ANtI�STE ON TRUSSL AYObT,T FILL ALL( NAILUHOLES
<br />Q) COURSE 8'XB' KNOCK -OUT BLOCK FILLED
<br />SOLID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS
<br />PRECAST CONCRETE LINTEL
<br />ATTACHEDNT❑WP T. BUCKS
<br />1Qap. Wi
<br />PORACHED PER
<br />MARBLE SILL
<br />•1X2 P,T. WD FURRING @ 24' O.C.
<br />ATTACHED TO BLOCK WITH 3d
<br />CUT NAILS @ 12' D.C. MAX
<br />R5.6 CELI]TEX 'TUFF-R' INSULATION BD
<br />OR EQUIL VANT
<br />1/2' GYPSUM WALLdBOARD
<br />1OXRgT#8THDRBYpWAALNLp�SLCERREW COOLER 81 0 � MAX
<br />ATTAC'& TO BLOCK WITH 3d
<br />CUT NAILS @ 12' O.C. MAX
<br />3 1/4' BASEBOARD
<br />F.F.
<br />WALL SECTION
<br />WITH WINDOW
<br />TABLE R905,2,6.1 CLASSIFICATI❑N
<br />OF ASPHALT SHINGLES
<br />Maximum Basic Wind Speed, Vult,
<br />From Figure R301,2(4)
<br />Vasd as determined in accordance
<br />with Section R301.213
<br />ASTM
<br />D7158
<br />ASTM D3161
<br />110
<br />85
<br />D,
<br />G
<br />or H
<br />D or F
<br />116
<br />90
<br />D
<br />G
<br />or H
<br />D or F
<br />129
<br />100
<br />G
<br />or
<br />H
<br />D or F
<br />142
<br />110
<br />G
<br />or
<br />H
<br />F
<br />155
<br />120
<br />6
<br />or
<br />H
<br />F
<br />168
<br />130
<br />H
<br />F
<br />181
<br />140
<br />H
<br />F
<br />194
<br />150
<br />H
<br />F
<br />I hereby certif y that I have reviewed this plan and f ound it to be in
<br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition
<br />David W, Smith, PIE, #53608
<br />ijol
<br />NN
<br />Ulp, SAWN1
<br />30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER
<br />INSTALL R❑❑FING PER MANUFACTURERS SPECIFICATI❑NS
<br />FLASHING PER FBC-R 905
<br />RIDGE VENT AS REQUIRED PER FBC R806
<br />SHEATHING TO BE 15/32' 4 PLY CDX OR ❑SB, USE STEEL PLY CLIPS
<br />FASTEN SHEATHING TO TRUSSES W/8d RING SHANK NAILS @
<br />6' ❑,C, EXCEPT 4' D.C. FOR FIRST 3 TRUSSES FROM GABLE ENDS
<br />ENG,
<br />RE THE WHENA B A jh . ❑ E RED WOOD ES BY MAS❑NRYTHERS @ PLATES MAX
<br />ATTACH S❑FFIT TO NAILING STRIP
<br />MIN. 1X2 NAILING STRIP
<br />CONTINI❑US ALUM DRIP EDGE ATTACHE
<br />PER MANUFACTURL,<S SPECS
<br />VINYL SOFFIT
<br />2X6 WOOD SUB ATTACHED TO
<br />EACH TRUSS WITH 8d COMMON
<br />pNLAIILS (U2MM) SSEppACFFH TTTRUSDDS g qq
<br />TRIMM ATTACH1DIPE�NMANUF TPECS.--/
<br />ATTACH SOFFIT TO FASCIA OR TO NAILING
<br />STRIP (NOT SHOWN)
<br />J-CHANNEL-
<br />VARIES
<br />SEE PLAN
<br />T�/YIPTEH Xj_' TYP. -R-❑-M
<br />p FAOOIT�/EER )A L R BL❑CK
<br />FINISRH CSTUC OM 1�2402SCOAT
<br />PER SPECS F C-R 703
<br />NOTE, EXTEND
<br />DECO FINISH 4' TO 6
<br />BELOW GRADE
<br />GRADE
<br />R-38 BATT INSULATION (MIN) ATTIC SPACE
<br />OPTIONAL BLOWN FIBERGLASS INSULATION
<br />1/2' CEILING TYPE GYPSUM BOARD
<br />ATTACHED WITH 5d COOLER NAILS
<br />OR ##8 pDRYWASLLLL SCREW
<br />�pASTT�7' D.C. MAX IN IN L E TR gS
<br />IHOd I1 1/2 A AILSTE ONP TRl1SS L AYObT, TEFILLT ALL( NAILUHOLES
<br />(1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED
<br />SOLID W/Q) #5 BAR. TYP, AT ALL SOLID WALLS
<br />PRECAST CONCRETE LINTEL
<br />l7
<br />W
<br />2
<br />0
<br />4
<br />1X2 P,T. WD FURRING @ 24' D.C.
<br />W ATTACHED TO BLOCK WITH 3d
<br />v CUT NAILS @ 12' O.C. MAX
<br />R5.6 CELOTEX 'TUFF-R' INSULATION BD
<br />OR EQUILIVANT
<br />1/2' GYPSUM WALLBOARD
<br />U.N.O.
<br />ATTACHED WITH 5d COOLER NAILS
<br />1ORR#8 DRYWALL SLECREW AT 7' D.C. MAX
<br />A tkHTLgpff BLOCKRWITH 3d
<br />CUT VNAILS @ 12' O.C. MAX
<br />i- 3 1/4' BASEBOARD
<br />j F.F.
<br />EXTERIOR WALL SECTION
<br />
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