|
PFSCAST WEADEWMIN)_;i,.
<br />2 X 4 (MtN 2 X 3� 1-3/16 TAPCON
<br />OR DRIVE PIN (MIN SWANK SIZW4b
<br />MIN WEAD 61ZE 3M
<br />MIN EMBEDMENT 1 1/4')
<br />8'FRCM EACW END
<br />O'C'MAX. MIN 1-1/4' emell
<br />2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
<br />OR DRIVE PIN (MIN SWANK SME.W8
<br />p
<br />M N HEAD SIZE 300,
<br />MIN EMBEDMENT 1 1/4')
<br />&'FROM EACH END ANI:� 10'
<br />IN ENT
<br />OC.MAX-M 1-1/4'EMSEDI'
<br />2 X 8 (MN 2 x 3) 2-SA& TAPc4pN
<br />Olt DRIVE PH (MIN SIZE
<br />MIN WAD 61
<br />2XA SOLID BILCOQw.
<br />MIN MISS
<br />SECURE TO SWATHING III/
<br />S. FROM EAC44 END AND 18.
<br />MR 2-1291 PER 5LK EA, END
<br />Vl-'
<br />O.C. MAX MIN I-V4* EMBEDMENT
<br />— —AIWING
<br />CMU WALL
<br />DBL. T PLATE
<br />2X4 *' O.C, MAX.
<br />SECURE 2X4 TO
<br />n �_� . --a-
<br />ARCHWAY DETAIL
<br />rj_'�16" AND UNDER
<br />ARC�4WAY
<br />exc7tc:>410-00
<br />8ML - PLATE
<br />LID
<br />BLOCKING SECURE 1/2' PLYWOOD
<br />To SHEATHING WITH OR 1/16* O.&A.
<br />MINL 2-12d MR BLK__f
<br />EA END
<br />��E)ffERIOR ARCHWAY
<br />Q 1,V O.Sa OR ly PLYWOOD SWEATWIW.
<br />(�) -30 BLDG. FELT
<br />24' WIDE 26 GA� GALVANIZED METAL
<br />PLA8441W,
<br />@ MUST ADD Owe, -w WIDE AND
<br />AND MAT BE A MIN 24'UDE METAL.
<br />(�) FIBERGLASS SHINGLES
<br />DISL ' TOP PLATE
<br />2X4 *'Oj:'- MAX
<br />SECURE 2X4 W/ 2-V
<br />TAPO" OR DRIVE PIN
<br />(MR SHAW alZE.145 MR
<br />HEAD size 300 m
<br />EMBEDMENT I YA' W/W W
<br />EA END NOT TO EXCEED
<br />10* Or- MAX
<br />2X4 SOLIC
<br />BLOC'r
<br />'I - SSCUFT
<br />W
<br />TO SWATWIw. Ou
<br />MIN. 2.12d PER ISLK
<br />EA. SHE
<br />PRECAST WEADEWMINU
<br />2 X 4 (MIN 2 X 3) 1�3/16 TAPCION
<br />OR DRIVE PIN (MIN SWANK_ SME.145
<br />MR4 WEAD SIZE 300
<br />MIN 1 1/4917;
<br />W FROM EACH END AND 10'
<br />OIC. MAX MIN 1-114' EMBEDMENT
<br />2 X 2 X 5) 2-3116 TAPCON
<br />E"(MR
<br />(MIN SWAM 61ZE345
<br />MIN! HEAD SIZE I"
<br />MIN EMBEDMENT 1 1149
<br />1. FROM EACH END AND 18'
<br />OZ. MAX MIN 1-1/4' EMBEDMENT
<br />2X, (MIN 2 X 3) 2-311r, TAPOON
<br />OR DRIVE PRN (MIN SWANK SIZE.145
<br />MIN HEAD SIZE 300
<br />IA6'OSB SHEATHING -
<br />MIN EMBEDMENT I V4')
<br />2X4 WC.C. MAX
<br />S' FROM EACH END AND IS'
<br />(WHEN OVER �- IN Wwj
<br />O'C' MAX MIN 1-1/4' EMBEDMENT
<br />2.4 SOLID BLOCKING —
<br />SECURE TO SHEATWW. W/
<br />MIN. 2-12d PER ISLK EA, END
<br />ARC11WAY DETAIL
<br />16 �AND UP
<br />6' I.�
<br />(��ILE F-.O,
<br />/'�aCLOSED VALLEY FLASHING DETAIL
<br />7-ppm-FAB TRues SIMPSON -
<br />1/2' CLG. BOARD A TEXT SP4 32'
<br />SMPSCN SP4 2X4 COL' TOP PLATE 04.
<br />1/2' DRYWALL
<br />2X4 WOOD STUDS -*' OZ.,
<br />UAO ON TRIM PLAN
<br />2X4 CONt STRESS
<br />BLOCKING MID -WALL
<br />2X4 PT. PLATE
<br />SIMPSON SP4
<br />32' 04. MAX
<br />1/2'"' A.M. 32, C.C,
<br />'EMBEDMIENIT
<br />'-2 W. CONT,
<br />1-STORY
<br />INT. BEARING WALL
<br />NOTE� ;��ALE LIL/1, 1'-0'
<br />'. . W440 UPLIFT OR
<br />WAS FLOOR LOAD ONLY, DO NOT
<br />INSTALL CONNECTORS,
<br />DOUBLE TOP PLATE
<br />2x4 OONTINOUS STRESS
<br />BLOCKING MID WALL
<br />2x4 STUDS - 16* O.C. MAX,
<br />UOR
<br />I' T 4 G SUISPLOOR GLUED
<br />AND SCREWED AS PER
<br />FASTENER SCHEDULE
<br />IST FLOOR STUDS TO
<br />2NID FLOOR STUDS
<br />SIMPSON MSTA-36 - 32-
<br />D.C. MAX
<br />PRE-Ew. FLOOR TRUSS
<br />DOUBLE TOP PLATE
<br />2.4 CONTINOUS STRESS
<br />BLOCKING MID WALL
<br />2x4 STUD$ OZ. MAX,
<br />LION.
<br />1/2' GYP. WL. 50.
<br />SECURE BT. PLATE TO SLAB
<br />W/ 1'.%' ANCHOR BOLT W1 2'
<br />WASHER SET IN SRI-SON
<br />W*W S;=TW EPDXY 11
<br />EMBED. MIN.
<br />SIMPSON SPA - 32' D.C. MAX
<br />L.B.W.
<br />8 '112 "y
<br />J, O.Sa SWEATWIW. OR P
<br />COX PLYUVOD SECURED
<br />PER FASTENER SCHEDULE
<br />2.4 BLOCKING LNDER
<br />WALL STUDS SCURE
<br />BETWEEN TRUSS SAYS UW
<br />(3)12.1'. EAC14 END
<br />2. DOUBLE TOP PLATE
<br />STUDS - 16, O.C.
<br />MTS.t2 - "R STUD
<br />2X4 ST. PLATS
<br />DORMER
<br />ATTACHMENT
<br />SCALE. 1/2'-1'-0'
<br />DISIL. TOP PLATE
<br />SECURE 2 X RIP TO PIT
<br />W/2-MdS W-S'Or- MAX.
<br />1/6, TEXTURED FINISH
<br />lAr.' 085 "ATWNG
<br />2 X A W O.C. MAX.
<br />(WHEN OVER WN WIEGW J
<br />2 X 4 tUWN OVER 16' IN HIEGHT.)
<br />1/4' TEMPIRAD MASONITE
<br />GLUE 4 MAIL Ilmd's 01-12, O.C.
<br />F NEEDED.
<br />2 X SOLID SLKI. - ARCH
<br />SECURE W,12-12d EACW END
<br />\�AwrTup'ER5 onva.
<br />uo FRAME
<br />+JOTE, NO GAP . WOW FRAME
<br />TO EXCEED 114,
<br />ARCHWAY DETAIL
<br />qT'�_�AWAY
<br />CU
<br />> ALTEAM
<br />2 X 4 (MN 2 X 3)1-3/6 TAPCON
<br />OR DRIVE PIN (MIN SWANK, SIZEJ45
<br />MIN HEAD SIZE .5M
<br />MIN EMBEDMENT 1 114')
<br />WFROM BAC44 END AND 10'
<br />EXISTING BLK AS,
<br />O'C' MAX, MIN I-V4' EMBEDMENT
<br />I/4'TEXTURED FINISH
<br />2 X b (MIN 2 X 3) 2�3A& TAPCON
<br />I/6'TEXTURED rINIS14
<br />OR DRIVE PIN (MI SWANK SIZE345
<br />MIN 14EAD 8fZE 3�00
<br />IA&'055 SWATHING
<br />MIN EMBEDMENT 1 1/41)
<br />6* FROM EACH END AND 18*
<br />2 X 4 W OiC MAX.
<br />O.C. MAX. MIN 1-1/4' EMBEDMENT
<br />(WHEN OVER'16' IN WrIG"T.)
<br />2 X 4 (WHEN OVER 16'
<br />2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
<br />IV IN WIGWt)
<br />OR DRIVE PIN (MIN SHANK SIZE145
<br />MIN HEAD SIZE 300
<br />MIN EMBEDMENT 1 114')
<br />2 X SOLID ISLK�S - ARCH
<br />SECURE Wa-12d EACH END
<br />8' FROM EAC14 END AND 10'
<br />ATTACHMENT PER
<br />OZ. MAX MIN 1-1/4'EMBEC"ENT
<br />MAMPArTURER'S $"CO.
<br />MTL WCW FRAME
<br />V4' TEMPERED MASCNITE
<br />TE, NO GAP � WDW FRAME
<br />4"OTE, No a
<br />GLUE 4 NAIL W/fd'S V-12o OZ.
<br />TO EXCEED 1/4
<br />IF NEEDED.
<br />ARCHWAY DETAIL
<br />rp-� CUTAWAY
<br />��SC�ALFIIV-V-V'
<br />ROOF TRUSS UPLIFT
<br />CONNECTOR NOT
<br />SHOUN FOR
<br />CLARITY (SEE
<br />$14OP DU46.)
<br />EXTERIOR WALL
<br />(SEE
<br />NOTES) FASTEN EACH STUD
<br />TO DML. TOP I -LATE
<br />UY LISP SPT24 NAIL
<br />PER MAtLF, SPECS.
<br />SECTION AT TOP
<br />:OF EXTERIOR WALL
<br />D2_1
<br />ASPHALT SWR�S CVE`�
<br />#30 FELT ON 1/16 0.815�
<br />PR9-EW3 GABLE TRUSS
<br />S" STIFFSACK.
<br />(SEE SEALE, 9W.. PACK FOR
<br />SIZE d CONNECTION)
<br />2x4 SIFF BLOCKING BETWEEN TFAJSOES
<br />WHERE lx'BRACW, IS PRESENT
<br />OONT. 2x4 SPF RAT RUN '
<br />SECURED W/ (2)12d'o * SAO
<br />_W
<br />Itm
<br />(2) 2.4 -2 S.Y.P. DIAGONAL BRACE Wl (S�
<br />12d'. - EACH TRUMS (DIAGONAL
<br />X-BRACIW. TO COVER 5-TPUSSES
<br />J'GYPSUM BOARD OR P
<br />HIGH STRENGTH C!.Ck
<br />NOTE: BOARD
<br />DIAGONAL BRACE CENTER OF TFI SPAN OR HIGHEST RIDGE.
<br />DIAGONAL BRACE TO BE - ANY SPAN W-WOR CRATER REFER TO
<br />TRU86 ENG. FOR ADDITIONAL 140MZCNTAL TRIJS8 REINFORCEMENT.
<br />0'-0' TO 30'-0' (1) X-BRACIE
<br />30'-VTO 60-0'(3) X-SPACE (1) X-ISRACIE - CENMR AND (2)
<br />BRACE DIVIDED EQUALY FROM CENTER TO END
<br />@y_qABLE X-BRACING
<br />lo GA.�j X
<br />,...'�.�ACINI
<br />SCALE!
<br />2x RIDGE ONE SIZE LARGER
<br />THAN RAFTER SIZE
<br />Mft (3)[2cl NAILS Olt
<br />MIN- (4) Wal GUN MAIL$
<br />1.6 COLLAR TIE AT EVERY OTHER
<br />RAFTER LL/
<br />MR (3)12d KALB OR
<br />MIN. (4) 10d GUN NAILS
<br />2x RAFTERS
<br />b,S MAILER SECURE TO TFILISOES
<br />BELOW Wl
<br />(2)12cl NAILS OR
<br />(3? 10d GUIN NAILS - E& TRUSS
<br />RAFTER TO TRUSS MTS-12
<br />CREATE VOID FOR STRAP
<br />ROOr DECKING OVER
<br />PRE-EW. TRUSSES
<br />PIRE-ENG. TRUSS,
<br />V !� �D ROOF
<br />ALTER" COLA 1%
<br />MSTA-24 FAM
<br />BETU
<br />V-0'70 WENRACE
<br />30-f TO 60--0' (3) W SPACE
<br />(I 'X BRACE - CENTER)
<br />(2 WISFACE DIVIDED ECIUALY FROM CENTER TO END)
<br />FISER%ffLASS SWINGLEB OVER
<br />W FELT ON 1116' O.SS.
<br />(2) 2X4 -2 $YP DIAGONAIL BRACE ---
<br />tI.V 3-12d - EA TRUSS ( DIAGCNAIL BRAZE
<br />TO COVER 5-TRUSSES
<br />2X4 BLOCKING WHERE W SPACING
<br />Is PRESENT
<br />(2) 10d NAILS EA END
<br />TO TRUSS
<br />SPF STFFFSACK
<br />fSEE SEALD ENG� PAC*' , FOR
<br />SIZE A CONNECTION)
<br />1/16'095 SHEATHING
<br />USE Sol NAILS AT
<br />4' — EDGE W ". FIELD
<br />11,461%.3 .3
<br />,&X 2- 0. L/
<br />OR MaTI-12 - _12' OZ. MA.
<br />SHEATHING NAILING TO BE
<br />V OC. IN FIELD
<br />4' 0C..ALL EDGES W1Sd NAILS
<br />(1-N �_O
<br />TIQUSS 24' .4.
<br />1/2' CLG� BOARD
<br />NAIL CONT. RAT RUI4 TO
<br />TRUSS UV (2)12d . EA. TRUSS
<br />2X4 SYP RAT ADJACK
<br />TO DIAGONAL SPACE,
<br />OSL TOP PLATE
<br />2X4 STUD TWOZ. MAX
<br />1115 UPLIFT
<br />SIMPSOM HTS'**o
<br />LLVIC lod TO TRUSS
<br />AND e4)114' x 2 1/4'
<br />TAPCONS TO CZNT
<br />POURED LINTEL
<br />- 23" UPLIFT
<br />(2) WIPSOM 14TOMO
<br />INSTALLED ON OPPOSITE
<br />PACE& OF BLOCK WALL
<br />W/10 10d 70 TALISS,
<br />AND (4)1/4* x 2 1/4'
<br />PRE-ENG TRJSS
<br />CONTINUOUS
<br />BOND BEAM
<br />9pul3_ �lm �O �
<br />12 ;i
<br />FINISH o LANDING y
<br />3/4' PLYWOOD FF.
<br />DBL, 2X(o __CL
<br />17< 36" FINI&H
<br />3/4' PLYWOVID WITH
<br />4 2-D COMMONS WINDER DETAIL
<br />LANDING DETAIL '
<br />AILED THRU 3/4'
<br />PLYWOOD INTO
<br />FINISH a LANDING——\ EACH STRINGER
<br />r
<br />_r
<br />3/4' PLYWOOD
<br />3-2 12 SYP STRINGER 'D5L 2XI2
<br />X D5L 2X
<br />REINFORCED W/2X4 SFFCR
<br />W/CONT. BEAD OF FLOOR IST
<br />JOIST
<br />SUM -FLOOR ADHESIVE
<br />PL-400 OR SIMILAR
<br />EA HORIZONTAL RUN
<br />SECURE TREADS TO STRINGER
<br />LU/(3)18 3' SCREWS 0 EA
<br />STRINGER, UNTPRrEADED SHANK
<br />TO EXTEND BEYOND THICKNESS
<br />OF SU5-FLOOR SHEATHING
<br />NOTE:
<br />STAIRS RISERS TO CONFORM
<br />TO FMCR 5TH EDITION (2014)
<br />MIN. TREAD 10', MAX. RISERl-3/4'
<br />3/16' MAX. VARIATION IN R15ERS/TREADS
<br />ADJACENT TO EACH OTHER
<br />3/a'MAX. VARIATION IN ANY RISER/TREAD
<br />HANDRAIL CIRCULAR CROSS SECTION DIA,
<br />TO ME 13/4' +-1/4' OR PROVIDE EQUIVALENT
<br />GRASPABILITY
<br />WINDEIR5- MIN. ro' WIDE o NARROW END
<br />MIN. 11' WIDTH 19 12* FROM NARROW END
<br />34'MIN. HANDRAIL HGT.
<br />LESS THAN 4'TYFI.
<br />2XI2 TREAD lk-ETWEEN
<br />SPINDLES
<br />CUT TO FIT
<br />IXa RISER
<br />10,
<br />� z
<br />e
<br />y
<br />1/2' DRYWALL
<br />IXIO TRIM----'
<br />I' N05ING TYP,
<br />(3) 106 CUT NAI
<br />10 2X4 P.T.
<br />SLEEPER INTO
<br />SLAM
<br />STAIR SECTION DETAILS
<br />SCALE:
<br />A R C H I T 9 C T 8-1
<br />G rot
<br />ZSO.n!
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FIL 32760
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />AA#:0003325
<br />F-suimm. as LOW,
<br />SILVERADO
<br />LOT 28
<br />BLK 6
<br />PROJWT#
<br />04128.000-028611
<br />MOD31111,
<br />4EAB
<br />"1672-ARIA"
<br />GARAGM 8'11111`WCt
<br />RIGHT
<br />PAGIM
<br />misc.
<br />DETAILS
<br />150 Pli EXP. B
<br />Irim 11/09/17
<br />111111CALM 1/4"=V-0"
<br />83mcmT
<br />T%
<br />D5
<br />! I
<br />
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