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PIQECAST �EADEWMIN)
<br />2 X 4 (MIN 2 X 3)1-3A6 TAPCCN
<br />OR DRIVE PIN (MBI 6NA11K SIZEAb
<br />MW HEAD SIZE MV
<br />MIN EMSECtIENT 1 1/49
<br />a. FROM EAC. END AND 10' J'
<br />-,-I
<br />i
<br />OC-MAX`MWI_V4'vMED`MMNT
<br />2X (MIN X S) 2-3/16 TAPCCN
<br />�"
<br />ki,
<br />0. PNI (MIN sk" &=L*5 1
<br />MIN WEAD SIZE .300
<br />'E4 EMBEDMENT 1 1/4')
<br />8. PROM EAC44 END AND W
<br />OZ, MAX MIN I-114'EMIDEDMENT
<br />X S (MIN 2 X 3) 2-3/16 T k
<br />OR DRIVE PIN (MIN SWAW, SIZE w
<br />\
<br />MIN WEAD W:;
<br />2X4 &XV 5LOOK140
<br />M IN EDM 1 4.)
<br />�A
<br />SECURE TO 6WEATWING W/
<br />VCMLI
<br />a. END
<br />. 0
<br />END IS
<br />PROM EA".. END
<br />M K 2 -12d PER ELK EA END
<br />Oz. MAX MIN 1-114 EMBEDMENT
<br />1/16' Oft SWEATWIN5.
<br />WAU.L
<br />ARCHWAY DETAIL
<br />-vi _6"
<br />DEL TOP PLATE
<br />2X4'16'OC. MAX
<br />J45 MIN. WEAD SIZE
<br />300 MEL
<br />EMBEDMENT I).'UVIN
<br />a, E& END NOT TO
<br />ARr-HLIJAY
<br />EXCEED I or_
<br />2X4*5lM_AlDX
<br />ST. PLATE
<br />ISLOCKI,r. SECURE
<br />1`21 PLYLLADOO.
<br />To OWEATWINS WITW
<br />Oft 1/16' 0.&A.
<br />MIN 2-12d PER BLV_
<br />EA. END
<br />MjERI..0,,R
<br />;.I�
<br />_,�CHWAY
<br />1,W OS& Olt ly PLYUIOOD a�!EATWING
<br />-,o BLm FELT
<br />24. WIDE 26 GA GALVANIZED METAL
<br />PLASWNG
<br />MOT ADD DWO 36' WIDE A),D
<br />AND MUST BE A MIN 24'UMDE METAL.
<br />FIBERGLASS OW04OLIES
<br />1/2'CLf. BOARD 4 TEXT.
<br />SIMPSON 2X COL. TOP PLATE
<br />1/2�DRYWALL
<br />SVO.C.
<br />2X4 WOOD STUDS .16'0,C,
<br />UNO. ON TPW66 PLAN
<br />2X4 COW. STRESS
<br />BLOCKING MiD-ULIALL
<br />2x4 PT. PLATE
<br />SIMPSON SP4
<br />32' OC. MAX
<br />LL��2 -3'. -CON-T.
<br />1-STORY
<br />INT. BEARING WALL
<br />UPL'FT O�
<br />WAS FLOOR LOAD ONLY, DO NOT
<br />INSTALL 0004NECTORS.
<br />oft. TOP I -LATE
<br />2X4 W OC, M4�
<br />SECURE 2X4 UY 2-V
<br />TAPCONS OR DRIVE WIN
<br />(MIN. 614AW SIZE AS HIM
<br />WEAD SIZE 1300 MIN
<br />'IEW ly
<br />EMBEDt , WIN 6,
<br />A. END NOT TO EXCEEr
<br />WOZ. MAX
<br />BLOCK 2X BOLIE
<br />To 8�11! 'NO
<br />ATWW. UAn
<br />MIN 2-12d PER MILK
<br />PRECAST WI!ADLWMN)
<br />2 X 4 (MN 2 X 3) I-V* TAPCON
<br />OR DRIVE PIN (MN SkANK 61ZE34b
<br />MIN WEAD 84ZE 300
<br />MIN EMBEDMENT 1 1/4')
<br />WFIROM EACW END AND IS*
<br />O'C�. MAX M041-1/4'EMBEDMUNT
<br />2 X 6 (MIN 2 X S� 2-3/16 TAPCON
<br />0 R DRIVE PIN (MIN SWANK bl=J41b
<br />MN WRAP SIZE
<br />M IN EMBEDMENT I`E"4
<br />S'FROM EArW END AND 10'
<br />-11.
<br />O.C. MAX MIN I EMBEDMENT
<br />2X& (MIN 2 X 312-3/10, TAPCC14
<br />OR DRIVE I -IN (MrN 6WAW SIZE.145
<br />MR4 WEAD SIZE 3VV
<br />1A&'055 "ATWINM-
<br />MIN EMBEDMENT I V4')
<br />2X4 16 - 0,C. MAI
<br />8'"tOM KA&W END AND IS'
<br />UkIEN &�" IS- N WEhOW�
<br />OC. MAX MIN 1-1/4* EMBEDMENT
<br />2X4 SOLID BLOaaW _
<br />&ECLNIIE T S�EATWW, V
<br />MR 2-12d PER EILK EA END
<br />CLOSED VALLEY FLASHING DETAIL
<br />DOUBLE TOP PLATE
<br />2.4 CONTINOUS $TRESS
<br />BLOCKING MID WALL
<br />2.4 STUDS - 16' O-C. MAX,
<br />U.Ox
<br />T 4 G &AEFLOOR GLUED
<br />I
<br />AND SCREWED AS PER
<br />FASTENER 6C4&-DULE
<br />MT FLOOR STUDS 7
<br />2ND FLOOR STUDS
<br />SIMPSON MSTA-36 - 32'
<br />D.C. MAX
<br />PRIE-EW. FLOOR TRUSS
<br />DOUBLE TOP PLATE
<br />2.4 CONTINOUS STRESS
<br />BLOCKIN53 MID WALL
<br />2.4 67=6 - W OZ. MAX.
<br />LION.
<br />1/2'5YP. ILL. 00.
<br />SECURE MT. PLA TO SLAB
<br />TE
<br />V J'xS' AW_f4OR SOLT %V 2'
<br />WASWER SET IN S"_CN
<br />Wk2&4 STRENGTH EPDXY 1*
<br />EMMED. MIN
<br />SIMPSON SPA - 32' OC. MAX
<br />1) o�_INT 2-STORY LB.W.
<br />SCALE, 1/2'.l'-&
<br />ARCI
<br />.jWAY DETAIL
<br />16 AMD UP
<br />, 121
<br />PRE-Ew. TRUSSES OR
<br />COW, FRAMED RAFTERS
<br />J'O.SJ5. S�IEATWW. OR J'
<br />COX PLYWOOD SECURED
<br />PER FASTENER SCWEOULE
<br />2.4 MLOCKBIG UNDER
<br />WALL STUDS SCURE
<br />BETILEEN TRUSS BAYS W1
<br />(3)12d'. EAC14 END
<br />2. DOUBLE TOP PLATE
<br />STUDS - Ib* CO.
<br />MTS-12 - EVER STUD
<br />2X4 ST. MATE
<br />DORMER
<br />AIALA
<br />Lf�
<br />.�FNT
<br />n9
<br />DM. TOP I -LATE
<br />SECURE 2 X Me TO R7
<br />UA/2-?2db &'-0' 00. MAX.
<br />116, TEXTURED FINISH
<br />1/16'0815 SWEATWNO
<br />OZ MAX
<br />2X416
<br />(BEEN OVER W N WIEC.WTd
<br />2 X 4 WAN OYER 16' N WMGWTJ
<br />1/4' TEMPERED MAbONrT9
<br />GLUE 4 MAIL Wled* V-121 Or_
<br />r NE
<br />9,Dw.
<br />2 X SOLD OLKY. - ARCM
<br />SECURE U112-12d BACM END
<br />ATTACWHEN7 PER
<br />MA)AFACTURIER* SPECA
<br />MTL UJDW FRAME
<br />+iOTE, NO GAP - WOW FRAME
<br />TO EXCEED V4.
<br />ARCHWAY DETAIL
<br />A CUTAWAY
<br />_�T
<br />2 X 4 (MIN 2 X &) 1-3/L& TAPCON
<br />OR DRIVE PIN (ME4 &"W SIZEA4b
<br />M#4 WEAD SIZE .300
<br />M14 EMBEDMENT I V4'1
<br />a. FROM EAC14 END AND 16'
<br />EXISTING MILK AMY
<br />OC MAX MIN I-1,14'0-15EDMENT
<br />t/4'TEXTURIED, FINLOW
<br />2 X 6 (M 2 X 3) 2-3/16 TAPCON
<br />IN
<br />1/8, TEXTURED FN16H
<br />Opt Dw�f PIN (MIN SWANK, BMWE,
<br />MIN HEAD SIZE 300
<br />1/16' 086 GMATWING
<br />N EMORDMUNT 1 1/41)
<br />B'PROM RACJ4 END AND W
<br />2 X 4 16' CO. MAX
<br />OC MAX MIN 1-1/4- EMBEDMENT
<br />WaN C%SR 16, IN I.Ecmi
<br />2 X 4 (WEN R"
<br />2 X & (MV4 2 X 3) 2-3A6 TAPCCN
<br />16'W4 WEI&IZVER
<br />OR DRIVE PIN (MIN OWAW SIZE.1�0
<br />MIN MAD SIZE1300
<br />MIN EMB�MENT V41)
<br />2 X SOLID 1"* 6 ARC44
<br />SECILIKE U1-12d EACW END
<br />S'PROM EACW M AND IS'
<br />AT7AC41NNT PER
<br />OC MAX. MfN
<br />MANUFACTURE" WEC*S.
<br />MTL UM FRAME!
<br />114' TEMPERED MASONITIE
<br />44CTE: NO GAP UJDW FmAm
<br />OLLIE 4 MAIL U~6 41'42'0,C�
<br />TO EXCEED 1/4'
<br />P NEEDED.
<br />ARCHWAY DETAIL
<br />rp_-� CUTAWAY
<br />ROOF TRUSS UPLIFT
<br />C,ONNEC7OR NOT
<br />CLARITY (SEE
<br />5WOP DUr.S.)
<br />EXTERIOR WALL
<br />S"EAT141W, (SEE
<br />NOTES) FASTEN EACW STUD
<br />TO DBL. TOP PLATE
<br />W/ LISP SPT24 NAIL
<br />PER MANUF. SPECS.
<br />SECTION AT TOP
<br />r_--�OF EXTERIOR WALL
<br />ASIRAALT SWE4GLFS OVER
<br />30 FELTON 1/16 CAB.
<br />PRE-EW. GABLE TRIJISS
<br />&-f- WMACK
<br />(SEESSTEALD ENG. PACK FOR
<br />SIZE 4 CONNECTION
<br />2x4 a" BLOCKING BETWEEN TRUSSES
<br />W14EFE W BRACW. IS PRESENT
<br />CONT 1,4 SPF RAT RLIN
<br />_CURW Wl (2)12d'. - EA04
<br />(2� 2x4 02 8.TP. DIAGONAL BRACE W/ (3)
<br />12.1.6 * EACW TRUSS (DIAGONAL
<br />X-BRACfW3TO COVER -3-TRU&SE
<br />J'GYPSUM WARD OR J'
<br />Wrw STRENSTW CLO.
<br />NOTE: BOARD
<br />DIAGONAL BRACE CENTER OF TRU" &PAN OR Wr.0-66T RIDGE.
<br />DIAGONAL BRACE TO 06 . ANY OPAN W-0- OR GRATER RLAER TO
<br />TRUSO ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFO�.
<br />0-0:10 30--0- (1) X-BRArE
<br />39)'-1 TO 60'-C* (3) X-BRACE (1) x-BRACE . CENTER AND (2)
<br />BRACE DIVIDED EQUALY RROM CENTER TO END
<br />g_qABI� X-BRACING
<br />SCAL .�
<br />lo GABLE X _:ACINI
<br />bCALEz 1/2'.I'-C'
<br />2. RIDGE ONE SIZE LARGER
<br />TWAN RAFTER SIZE
<br />MIN. (3) t2d NAILS OR
<br />MIN. (4) IIBd GUN NAILS
<br />lx& COLLAR TIE AT EVERY OTWM
<br />RAFTER Ul/
<br />MIN. (3)12cl NALS OR
<br />MK (4) hOd GUN NAILS
<br />Frw_r�_
<br />bU3 MAILER SECURE TO TPW86ES
<br />BELOW Ull
<br />(2)12d NAILS OR
<br />(3) 0d GUN NAILS - EA TRUSS
<br />RAFTER TO TRUSS MTO-12
<br />CREATE VOID POR STRAP
<br />ROOF DECKE40 OVER
<br />PRE-ENG TRUSSES
<br />PIM-EW. TRUSS
<br />CONV. r D ROOF
<br />2 in
<br />0
<br />0'-& TO 34V'-V(1)'X'8RACE
<br />30-f TO 601-0- (3) W BRACE
<br />(I 'X BRACE - CENTER)
<br />(2 'X'BRACE DIVIDED EOUALY PROM CIEWMR TO END)
<br />FIBERGLASS 814INGLES OYER
<br />-W FELT ON 1116' O.S.15,
<br />(2) 2X4 -2 SYP DIAGONAL BRACE
<br />LW 3-12.1 - EA MISS C DIAGONAL BRACE
<br />TO ClOVER 51-TIllows L
<br />2X4 BLOCKING U)-ERE 'X' BRACING
<br />16 PRESENT
<br />(2) i0d NA LS EA END
<br />TO TRUES
<br />6" STPABACK
<br />(SEE WALD ENO. PACK FOR! 11. ra A All MAX A is Ax NET=
<br />SIZE 4 CONNECTION)
<br />>
<br />1/16'065 SWFATWING .24-
<br />USE Sol NAIL AT
<br />4' - EDGESA 6' ... FIELD
<br />1/2* CLG. BOARD
<br />2X4614"O X
<br />MZT,k.A
<br />21 :31;.00- M NAIL CONT. RAT ftN TO
<br />OR 01C. MAx TRIUSS ILL, (2112d - .1 .
<br />2X4 6YP RAT ADJACENT
<br />TO DIAGONAL BIRACIE_
<br />&�IEATWNG NAILM TO Be
<br />61 D.C. IN FIELD DBL TOP PLATE
<br />4' OCAALL EDGES kU/8d NAILS 2X4 STUD 16' OZ- MAX
<br />�c
<br />SCALE: V2*.I'-C*
<br />FINISH o L,4Nr,>IW.
<br />3/4' PLYWOOD FF.
<br />015L 2X6,
<br />LANDING DETAIL
<br />FINISH lo LANDI
<br />3/4' PLYWOOD
<br />ins UPLIFT
<br />SIMPSOM MT&120
<br />WAV 10d ITO TRUft.
<br />AND (4) /A' x 2 1/4
<br />TAPCION5 TO CON
<br />POURED LINTEL
<br />- 2350 UPLIFT
<br />(2) SIMPSOM 14TBMO
<br />MTAI 1 0 ON OPPOSITE
<br />FACIES OF BLOCK WALL
<br />WAIV hVd TO TRUSS
<br />TAPCONS TO COW
<br />3/4' PLYWOOrD UJITH
<br />4 12-D COMMONS WINDER DETAIL
<br />NAILED THF;ZU 3/4'
<br />PLYLUOOD INTO
<br />EACH STRIWSER 7 \\�
<br />3-2 12 SYP STRINCkER I DBL 2XI2
<br />Xr
<br />RE iN-ORCED LU/2X4 SF.F OR
<br />W/CONT. BEAD OF: FLOOR JOIST Ul'
<br />5UB-FLOOR ADHESIVE
<br />FIL-400 OR SIMILAR o
<br />EA HORIZONTAL RUN
<br />SECURE TREADS TO STRIWSER
<br />W/(3)15 3' SCREWS 0 EA
<br />STRIN63ER, UNTWREADED SHANK
<br />TO EXTEND BEYOND THICKNESS
<br />OF SUB -FLOOR E44EATkIWur
<br />NOTE:
<br />STAIR5 RISERS TO CONFORM
<br />TO F15CR 5TH EDITION (2014)
<br />MIN. TREAD 10', MAX. R15ER 1-3/4'
<br />3/16' MAX. VARIATION IN RISERS/TREADS
<br />ADJACENT TO EACH OTHER
<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 />C-dRASFIA51LITY
<br />WINDER$- MIN, 6' UJIDE 0 NARROW END
<br />MIN. 11' WIDTH * 12' PROM NARROW END
<br />34' MIN. HANDRAIL HGT.
<br />-N�\ LESS THAN 4'
<br />p\j�OETWEEN 5fll�
<br />2XI2 TR
<br />CUT D$A
<br />TO 17
<br />_lX& R19ER
<br />11 V
<br />(3) 10cl CUT NAILS
<br />2X4 P.T.
<br />SLEEPER INTO
<br />SLAB
<br />\HAND RAIL
<br />1/2' DRYLUALL-,\,
<br />IXIO TRIM-`
<br />-I' NOSING TYP.
<br />___�STAIR SECTION DETAILS
<br />Design
<br />rouir..
<br />6
<br />1441 N. RONALD REAGAN BLVD.
<br />FL 32750
<br />LONGWOOD,
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdoOgngroup.com
<br />AA M. 0003325
<br />L A
<br />"I
<br />SILVERADO
<br />LOT 30
<br />BLK 6
<br />PROJRCT#
<br />04128.000-03061
<br />MODNU
<br />4EHB
<br />"2605-HAYDEN"
<br />GAAAGZ 111111WINCt
<br />RIGHT
<br />PAGlk
<br />misc.
<br />DETAILS
<br />150 MPH EXP. B
<br />r AFICHTECT'-
<br />STATE OF
<br />in
<br />�_ Ai"
<br />11/09/17
<br />DATM
<br />BCAXJk 1/4"=l'-O"
<br />83cmw
<br />D5J
<br />
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