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PRECAST WI!ADEWMIN)
<br />2 X 4 (MIN 2 X 3� 1-3/19, TAPCON
<br />OR DRIVE PIN (MIN SHANK SIZE,
<br />MIN HEAD SIZE 300
<br />MIN EMBEDMENT 1 1/4')
<br />'4
<br />V PROM EAC44 END AND IS.
<br />I
<br />Or' MA>C MIN I-I/4'Et'BEDMEMT
<br />2 X & (MIN 2 X 3) 2-31V, TAPCON
<br />OR DRIVE PIN (MIN SHANK b1zt.mb
<br />MIN HEAD b ZE 300
<br />MIN EMISE NT 1 1/4')
<br />0, FROM EACH END AND TO'
<br />1-1/4' EMBEDMENT
<br />or
<br />2 X b (MIN 2 X 3) 2-3/16 TAPCON
<br />OR DRIVE PIN (MIN SHAW SIZE. HIS
<br />MIN HEAD SIZE SOO
<br />2X4 SOLID BLOCKING
<br />MIN EMBEDMENT I 1/4'�
<br />SECURE TO SHEATHING W1
<br />B."
<br />8. FROM EACH END AND 10'
<br />M,
<br />MIR 2-12d PER 5LK EA. END
<br />BL'
<br />' A END
<br />orM AX MIN 1-114' EMBEDMENT
<br />1116'088 "IATWW.
<br />C . WA
<br />MU WALL
<br />ARCHWAY DETAIL
<br />rj_`�16" AND UNDER
<br />DEL. TOP PLATE
<br />2X4 I&- Or. MAX,
<br />SECU 2X4 TO
<br />WOOD W/2-t2d - V-S'
<br />D.C. ST44i;GERED
<br />J45 MR HEAD SIZE
<br />.Sw MK
<br />EMsEDmksff I Y, WIN
<br />8- EA. END NOT TO
<br />ARCHWAY
<br />EXCEED 18'Or,
<br />MAX
<br />2X4 SOLID
<br />IST.PLATE
<br />BLOCKING SECURE
<br />b2l PLYWOOD.
<br />To SHEATHING WITH
<br />OR 1116, O.S.B.
<br />MIN 2-12d PER ELK
<br />EA. END
<br />K;3-�EXTERIOR ARCHWAY
<br />Q 11W 0.6.5 OR)V PLYWOOD SHEATHING
<br />(�) -0 151.01- FELT
<br />24- WIDE 26 GA. GALVANIZED METAL
<br />FLASHING
<br />MUST ADD 01-510, 36- WIDE AND
<br />AND MUST BE A MIN 24'WIDE METAL.
<br />(D FIBERGLASS SHINGLES
<br />rim-rm TRUSS
<br />1/2'CLG. BOARD 4 TEXT.
<br />SIMPSON
<br />2X DBL. TOP PLATE
<br />SPA - 32'
<br />Or.
<br />1/2�DRYWALL
<br />2XA WOOD STUDS .16, Or,
<br />UN,O ON TIRUSS PLAN
<br />2X4 CZNT. STRESS
<br />BLOCKIW. MID -WALL
<br />2X4 PT. PLATE
<br />SIMPSON SP4
<br />32' OZ. MAX
<br />112'XS* AJS. 32' Or.
<br />:`Nc� SLAB
<br />.W. CON?.
<br />I -STORY
<br />INT. BEARING WALL
<br />I'D., '0. L. PL 'TCR
<br />"0 0 IF
<br />WAS FLOOR LOAD ONLY, DO NOT
<br />INSTALL CONNECTORS.
<br />DEL. TOP PLATE
<br />2XA 16, or. MAX
<br />SECURE 2X4 W/ 2-V
<br />TAPC" OR DRIVE PIN
<br />(MIR 814ANK SIZE WS MIR
<br />HEAD SIZE -100 MIR
<br />EMBEDMENT I J4' WIIN S'
<br />EA, END NOT TO EXCEED
<br />10' Or. MAX
<br />2X4 SOLD
<br />BLOC
<br />_KING SECURE
<br />TO SHEATHING WITH
<br />MIR 2-12d PER ISLK
<br />SA. END
<br />BT.
<br />AY
<br />PRECAST HEADEWMIN)
<br />2 X 4 (MIN 2 X 3)1-3/16 TAPCON
<br />OR DRIVE PIN (MIN SHANK, SIZE.145
<br />MIN HEAD SIZE 300
<br />MIN EMBEDMENT 1 1/49
<br />S. FROM EACH END AND IS'
<br />_ MAX. MIN 1-114- EMBEDMENT
<br />or
<br />2 X g, (MIN 2 X 3) 2 -3119, TAMON
<br />OR DRIVE PIN (MIN SH" SIZE.145
<br />MIN HEAD SIZE _300
<br />MIN EMBEDMENT I L149
<br />S' FROM EACH END AND 10'
<br />Or. MAX MN 1_1�4. EMBEDMENT
<br />2 X (MIN 2 X 3) 2_3/16 TAPC4:lN
<br />OR DMVI� PIN (MIN $WANK SIZE.145
<br />MIN HEAD SIZE 300
<br />1/16'0515 bl�
<br />MN VIDEC"ENT 1 1/4')
<br />2X4 I*- Or.
<br />8. FROM EACH END AND 10'
<br />(WHEN OVER IS. IN WEHT�
<br />Or. MAX MIN 1-1/4' EMBEDMENT
<br />2X4 SOLID BLOCKING —
<br />SECURE TO 6Wl!ATWW2 Wl
<br />MIR 2-12d PER BLK EA_ END
<br />r_-�C_gLOSED VALLEY FLASHING DETAIL
<br />DOUBLE TOP PLATE
<br />2.4 C40NTINOUS STRESS
<br />BLOCKIW. MID WALL
<br />2.4 STUDS . 16' OC. MAX,
<br />ur,'4.
<br />j- T 4 G WBFLOOR GLUED
<br />AND SCREWED AS PER
<br />FASTENER SCI-EDULE
<br />BY FLOOR STUDS TO
<br />2ND FLOOR STLVS
<br />SIMPSON MSTA-56 - 32'
<br />O.C. MAX
<br />'4-PRE-EW. FLOOR TIRLISS
<br />DOUBLE TOP PLATE
<br />2x4 CONTINOUS STRESS
<br />ISLOCKIWG MID WALL
<br />2.4 STUDS - 16' Or. MAX,
<br />UON,
<br />1/2' GYP. W_. 50.
<br />SECURE ST. PLATE TO SLAI
<br />W/ J'xS' ANC44OR BOLT W/ 2'
<br />WASI-ER SET IN SIMPSO`4
<br />HIGH STRENGTH EPDXY I'
<br />EMBED. MIN.
<br />SIMPSON EPA - 32' Or. MA
<br />(-A,) INI�AQ-a_ RY LB.W.
<br />LIE, I,2TF
<br />1 -1.
<br />ARCIJWAY DETAIL
<br />�N
<br />'6 A"D�rUP
<br />PRE-ENG TRUSSES OR
<br />CONV. FRAMED RAFTERS
<br />AT.I.
<br />X "=I,
<br />D
<br />PER FASTENER SCHEDULE
<br />2x4 5LOCX'ING UNDER
<br />WALL STUDS, OCURE
<br />BETWEEN TRUSS DAYS W1
<br />(3) 12d'. EACH END
<br />2x DOUBLE TOP PLATE
<br />STUDS - 16, Or.
<br />MT6.12 o EVER STUD
<br />2X4 ST. PLATE
<br />DORMER
<br />AZA T
<br />LE MIFF
<br />DEL, TOP PLATE
<br />SECURE 2 X RIP TO FIT
<br />uA_t2dS 61-8. D.C. MAX.
<br />1/3' TEXTURED FINIS14
<br />2 X 4 16* OC MA>l
<br />CUIHEN OVER 16' IN HIS604TJ
<br />2 X 4 (WHEN OVER IS' IN WIROWT.)
<br />1/4* TEMPERED MASONrrl!
<br />GLUE 4 NAIL 111"'6 11"', Or.
<br />I,
<br />2 X SOLID BLK'G 0 ARCH
<br />SECURE W/2-12d EACH END
<br />ATTACHMENT PER
<br />MANUFACTURERS SPEC'S.
<br />MTL WIDW FRAME
<br />q4OTE, NO GAP - WOW FRAtlE
<br />TO EXCEED 1/4'
<br />ARCHWAY DETAIL
<br />rA'\ CUTAWAY
<br />2 X 4 (MIN 2 X 3) I-S116 TAFICON
<br />OR DRIVE PIN (MIN SHAW SIZE.145
<br />MN HEAD SIZE _�OO
<br />MN EMBEV-SNT 1 1149
<br />S' FROM EACH END AND IS'
<br />EXISTING ISLK AISV.
<br />Or. MAX. MIN 1-1/4' EMBEDMENT
<br />i/4'TEXTURED FINISH
<br />2 X 6 (MIN 2 X 3) 2-S/16 TAPCON
<br />1/0' Ti!XTURED FINISH
<br />OR DRIVE PIN (MIN SHAW SIZE.143
<br />MIN HEAD SIZE SOO
<br />1/16- OSE, SWEATWIW.
<br />MIN EMBEDMENT 1114')
<br />S. FROM EACH END AND IS-
<br />2 X A 16 '
<br />- OC MAX
<br />D.C. MAX. MIN 1-1/4' EMBEDMENT
<br />(WHEN OVER 16' IN NEfGWTd
<br />2 X 4 (WHEN OVER if,'
<br />2 8 (MIN 2 X S) 2-3/16 TAPC40N
<br />16, IN HEIGHT.)
<br />OR DRIVE PIN (MIN SWAW_ SIZE.W5,
<br />MN HEAD SIZE _100
<br />MIN EMBEDMENT 1 1/4')
<br />2 X SOLID BLKG - ARCH
<br />SECURE W2-12d EACH END
<br />S* FROM EACH END A14D 19'
<br />ATTACHMENT PER
<br />OjC. MAX. MIN 1-114, EMSEV41ENT
<br />MANUFACTURERS SPECS,
<br />MTL WOW FRAM
<br />1/4' TEMPERED MASONITE
<br />-1.4OTEI NO GAP - UVW FRAME
<br />GLUE 4 NAIL W/8dS V-12' Or,
<br />TO EXCEED 14-
<br />IF NEEDED.
<br />ARCHWAY DETAIL
<br />rn--� CUTAWAY
<br />�� �rll__v
<br />ROOF TRUSS UPLIFT
<br />CONNECTOR NOT
<br />SHOUN FOR
<br />CLARITY (SEE
<br />SHOP Dur.5.)
<br />EXTERIOR WALL
<br />11EIT111. 11EE
<br />NOTES) FASTEN EACH STUD
<br />TO 0115L. TOP PLATE
<br />LU/ USP SPT24 NAIL
<br />PER MANUF. SPECS.
<br />SECTION AT TOP
<br />r_,--�OF EXTERIOR WALL
<br />ASPHALT SHINGLES OVER
<br />W FELT ON 1/16' O.S.M.
<br />PRE-ENG GABLE TRUSS
<br />a" STIPPS
<br />(SEE SEALt"ENd. PACK FOR
<br />SIZE 4 CONNECTION)
<br />2x4 SPF BLOCKING BETWEEN TRUSSES
<br />WHERE 'X' BRACIW. IS PRESENT
<br />CONT 1,4 1,11- RAT RILIN '
<br />SECURED W1 (V 12.1'. . EACH
<br />TRUSS
<br /><2) 2.4 -2 &Y.P. DIAGONAL 151"CE W/ (3)
<br />12.1'. . EACH TRUSS (DIAGONAL
<br />X�ISIRACIWG TO COVER S-TRLISSES
<br />I' GYPSUM BOARD OR
<br />HIGH STRENGTH CLG,
<br />NOTE: BOARD
<br />DIAGONAL $RACE CENTER OF TRLISS &PAN OR HIGHEST RIDGE,
<br />DIAISONAL BRACE TO BE - ANY SPAN 5--0' OR CRATER REFER TO
<br />TRUSS ENG. FOR ADDITIONAL HOIRIZONTAL TRUME, REINFORCEMENT.
<br />0'-0: TO 30'-V' (1) X-BRACE
<br />30'-1 To 60'-V (3) X-EIRACE (1) X-BRACE - CENTER AND (2)
<br />BRACE DIVIDED EQUALY FROM CENTER TO END
<br />@y_PABLE X BRACING
<br />lo G_ABLE X- �ACINI
<br />2. RIDGE ONE SIZE LARGER
<br />TW414 RArTrR SIZE
<br />MIR (3)12d NAILS OR
<br />MIM (4) 10d OLIN NAILS
<br />Ix6 COLLAR TIE AT EVERY OTHER
<br />RAFTER W/
<br />MIN. (3) r2d NALS OR
<br />MIN. (4) 1" GUN NAILS
<br />1.8 NAILER SECURE TO TRUSSES
<br />BELOW LU/
<br />(2)12d NAILS OR
<br />(3) Od GUN NAILS - EA, TRUSS
<br />"TER To TRI)ISS MTS-12
<br />CREATE VOID FOR STRAP
<br />PENETRATION
<br />m YA C06NV �D ROOF
<br />e -24 RAFTER TO ISILKii
<br />BETWEEN TRUSSES_
<br />0'-0' TO 3O'-O'(V'X' BRACE
<br />TO 60'-V' (3)'X' BRACE
<br />(I 'X' BRACE . CENTER)
<br />(2 'X' BRACE DIVIDED EOUALY FROM CENTER TO END)
<br />FIBERGLASS e4-4tW.LES OVER
<br />SO FELT ON
<br />(2) 2X4 -2 SYP DIAGONAL BRACEE ---/
<br />LIJV 3-12d - EA TRUSS ( DIAGONAIL BRACE
<br />TO COVER 5-TRUS6ES
<br />2x4 BLOCKIWG UA41EPW
<br />15 PRESENT
<br />(2) 10d NAILS EA END
<br />TO TRUIS6
<br />SPF STFFBACK
<br />(SEE SEALD rW.. PACK FOR
<br />SIZE A CONNECTION)
<br />1/16, Oes SHEA TwIwG —
<br />USE " NAILS AT
<br />4' EDGE 4 ( V ... FIELD
<br />2X4
<br />C,e Sl��ll RT LAI,
<br />M A-24
<br />SWEATHINGIRAILING TO BE I
<br />61 O'C' IN F ELD
<br />4' OrAALL EDGE$ W/" NAILS
<br />rl 1).,-_-�Y
<br />SCALEt V2'.I'-V*
<br />TMOS 24' ..
<br />1/2' CLG. BOARD
<br />NAIL CONT, RAT RUN TO
<br />T"S UP (2)12d . EA TRUSS
<br />2X4 SYl- RAT ADJACEN
<br />TO DIAGONAL BRACE
<br />IDSL TOP PLATE
<br />2X4 STUD IS' 04. MA>C
<br />12
<br />FINISH m LANDING
<br />3/4' PLYWOOD FF.
<br />PLY�
<br />z
<br />D E53 L 2 X &
<br />1115 UPLIFT
<br />SIMPSOM WTSM2O
<br />W/10 )old TO Tmiss
<br />AND (4) 1/4' x 2 1/4,
<br />TAPC,ONS TO CON
<br />POURED LINTEL
<br />-2350 UPIL FT
<br />(2) SIMPSOM 14TSMO
<br />INSTALLED ON OPPOSITE
<br />FACES OF BLOCK WALL
<br />WAO Od TO TFSUSS
<br />AND (4) li4o x 2 1/4
<br />TAPCONS TO CONT
<br />n12 TRUSS AhjSjOR RETROFIT
<br />117_1�
<br />�11N. FINISH
<br />3/4' PLYWOOD WITH
<br />LANDING DETAIL 4 12 - D COMMONS WINDER DETAIL
<br />NAILED THRU 3/4"
<br />PLYWOOD INTO
<br />FINISH im LANDING___�H
<br />3/4' PLYWOOD rp STRINGER,7
<br />LE65 THAN 4'TYfl,
<br />3-2XI2 6YP STRINGER I Del- 2X12 X12 TnA
<br />BETWEEN SPINDLES
<br />T Ilp
<br />TnA
<br />REINFORCED W/2X4 5PFOR CUT I
<br />W/CONT. BEAD OF FLOOR J015T IX0 R167ER
<br />SUB-rLOOR ADHESIVE
<br />FIL-400 OR SIMILAR o
<br />HAND R41L-�
<br />EA HORIZONTAL RUN
<br />SECURE TREADS TO STRINGER
<br />W/(3n 3' SCREWS IS EA
<br />STRINGER, UNTHREADED SHANK
<br />1/2' DRYWALL
<br />TO EXTEND BEYOND THICKNESS
<br />OF SUB -FLOOR 614EATHING
<br />IXIO TRIM---'
<br />NOTE:
<br />I' NOSING TYP.
<br />STAIRS RISERS TO CONFORM
<br />TO FBCR 5TH EDITION (2014)
<br />MIN. TREAD 10% MAX, RISER 1-3/4' (B) 10d CUT NAILS
<br />-m 2X4 P.t
<br />311(o'MAX. VARIATION IN RISER5/TREADS
<br />5LEEPERINTO
<br />ADJACENT TO EACH OTHER
<br />SLAB
<br />3/a'MAX. VARIATION IN ANY RISER/TREAD
<br />HANDRAIL CIRCULAR CROSS SECTION DIA,
<br />TO BE 1 3/4' +- 1/4' OR PROVIDE EQUIVALENT
<br />GRASPABILITY (� �STAIR
<br />SECTION DETAILS
<br />WINDERS- MIN. ro' WIDE a NARROW ENE)
<br />MIN. 11' WIDTH EI 12' FROM NARROW END SCALE:
<br />3/4--l'-O'
<br />34'MIN. HANDRAIL HGT.
<br />6
<br />G Ro UU0.2.
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www,abdesigngroup-com
<br />AA#:O 25
<br />IR
<br />POOR a L074
<br />SILVERADO
<br />LOT 33
<br />BLK 6
<br />Pno T#
<br />04128.000-03361
<br />MODRU
<br />4EHB
<br />"2605- HAYDEN"
<br />GAPLAGM NTrlKQ
<br />LEFT
<br />PAGIM
<br />misc.
<br />DETAILS
<br />150 MPH EXP. B
<br />ARCHRIECT-
<br />STATE Of=
<br />D DAM 11/10/17 '1
<br />Tm
<br />a ISCA.Lft 1/4"=I'-O"
<br />DIU=
<br />`5 IT
<br />
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