|
PRECAST MADEWMN)
<br />2 X 4 (MIN 2 X 3)1-3/16 TAPCON
<br />OR DRIVE PIN (MIN SWAW_ SIZEAS
<br />MIN HEAD SIZE 300
<br />MIN EMBEDMENT 1 1/4'),
<br />a' PRCtl EAC44 END AND Wil
<br />01C. MAX MIN 1-1/41 101BEEDt-IBINT
<br />2 X 6 (MIN 2 X 3) 2-W* TAPOON
<br />OR DRIVE PIN (MIN $WAW 61ZE.1014
<br />M 14EAD SIZE 300,
<br />MIN EMBEDMENT 1 1/4')
<br />8* FROM EACH END AND 18'
<br />OC. MAX MIN 1414' EMBEE'r-IENT
<br />2 X (MIN 2 X 3) 2-3/140 TAPODN
<br />VE PIN (MIN 814AW SIZE
<br />MN HEAD WIZE
<br />2X4 &SMID 15LOCKING
<br />MIN EMI!EDMENT 4'�
<br />SECURE TO SMATWING W/
<br />SE C
<br />111/16'
<br />a. FROM EAe, END IS
<br />MIN. 2-12cl MR ISLK EA END
<br />OC. MAX. MIN 1-1/4' EMBEDMENT
<br />065 SMA114ING
<br />CMU WALL
<br />ARCHWAY DETAIL
<br />OSL. TOP PLATE
<br />2X4 16. OC� MAX
<br />SECURE 2X4 TO
<br />WOOD Wn-12d . 6. -8-
<br />O,C, STAGGERW
<br />PIN (MIN. SWANK, SIZE
<br />.143, MN. HEAD SIZE
<br />300 MN_
<br />EMBEDMENT 1 y4' S'N
<br />a. EA END NOT TO ARCH"
<br />EXCEED Vl' OC.
<br />MAX
<br />2X4 SOLID
<br />5L - SECURE 1/21 PLYWOOD.
<br />C=W
<br />TO Sw ATHING WTH OR 1/16, O.S.D.
<br />,lK 2-12d PER 5Lr_y0A
<br />EA. END
<br />1-;3-�EXTERIOR ARCHWAY
<br />%; ozj& oR)y PLYWOOD sMATwiw.
<br />-30 5LDG. FELT
<br />24. WIDE 26 GA. GALVANIZED METAL
<br />PLANAING
<br />4*7 ADD DISIV, 36- WIDE AND
<br />AND "JOT BE A M14 24' WIDE METAL.
<br />(�) rift-sni-Ass SWW.LES
<br />DISL. TOP PLATE
<br />2X4 IWOC. MAX
<br />SECURE 2X4 W/ 2-%'
<br />TAPCONS OR DRIVE PIN
<br />(MN. 9"AW, SIZE.IAS MIN.
<br />MAO SIZE 300 MIN.
<br />EMBeDMENT I V11YIN S'
<br />EA END NOT TO EXCEED
<br />Is, D.C. MAX
<br />2X4 SOLIC
<br />BLOCKIM. SECURE
<br />To SMATWNG WITI-
<br />Mr,4.2-12d PER BLK
<br />EA. END
<br />EXTERIOR ARCHWAY
<br />19MCAST MADEWMN)
<br />2 X 4 (MEN 2 X.10 1-3/16 TAPCON
<br />OR DRIVE PIN (MIN SWAW SIZE.14b
<br />MIN 14EAD SIZE 3W
<br />" 11/4')
<br />MEN EMBEOME
<br />1�
<br />&'FROM EAC14 END AND 18'
<br />-
<br />O,C. I'WX MEN 1-1/4'EMISEX-ENT
<br />2 'S (MIN 2 X 3) 2-3/6 TAPC4N
<br />OR DRIVE PIN (MIN SHAW SIZEAb
<br />T___l
<br />F---L
<br />MEN MAD SIZE 390
<br />F�
<br />14 EMBEDMENT 1 1/4')
<br />S. Fp
<br />OM rACW END AID 18'
<br />OIC. MAX M`N'"I/4'EME2DMENT
<br />--f
<br />2 X 8 (MIN 2 X 3) 2-3116, TAPCCN
<br />7
<br />OR DRIVE PIN (MIN 944AW DIZE.145
<br />MIN MAD SIZE 300
<br />IA6'OeO SMATWING-
<br />MIN EMBEDMENT 1 1,14')
<br />2X4 16- 04. MAX -
<br />FROM EACII END AID IS'
<br />(WHEN OVER *- IN j4EOW.)
<br />OC, MAX MIN 1-1/4' EMBEDMENT
<br />2X4 SOLID IlLOOCNG -
<br />SECURE TO 6MATWIN3 LW
<br />MEN. 242d PER ELK EA, END
<br />/'=-'\CLOSED VALLEY FLASHING DETAIL
<br />-
<br />IR TRUSS
<br />1/2* CLG BOARD 4 TEXT.
<br />SIMPSON -
<br />SP4
<br />2X DBL. TOP PLATE
<br />�r
<br />SP4 32'
<br />O.C�
<br />L .2 'L
<br />2X4 WOOD STUDS **' 04,
<br />/,,IUN,O. ON TRJUS-6 PLAN
<br />I 2X4 CONT. STRE"
<br />BLOCKING MID -WALL
<br />Ft. PLATE
<br />SIMPSON 6P4
<br />v2X4
<br />32' OJC� MAX
<br />1/2"' AS. 32 D.C.
<br />I
<br />I
<br />x�
<br />A.
<br />'-2 W. CONT.
<br />I -STORY
<br />INT. BEARING WALL
<br />NO. I
<br />.A. FLOOR LOAD ONLY, DO NOT
<br />"?ALL CONNECTORS.
<br />DOUBLE 701D PLATE
<br />2.4 CONTINOUS STRESS
<br />BLOCKING MID WALL
<br />2x4 STUDS 0 *' OZ. MA>C,
<br />UION.
<br />J' T 4 G SUIBIFLOOR GLUED
<br />AND SCREWED AS PER
<br />FASTENER SC14EDLLE
<br />IST FLOOR STUDS TO
<br />2ND FLOOR STUDS
<br />SIMPSON MSTA-36 . 52'
<br />D.C. MAX
<br />PRE-Ew. FLOOR TRUSS
<br />DOUBLE TOP PLATE
<br />2x4 CONTrNOUS STRESS
<br />BLOCKING MID WALL
<br />2x4 STUOS . IS, OIC. MAX,
<br />UION.
<br />I/2'GYP. Ltl_� W,
<br />SECURE BT. PLATE TO SLAB
<br />III/ I'x-3. ANCWOR BOLT W1 2'
<br />WASMIR SET IN SIMPSON
<br />WIGW STRENGT14 EPDXY I'
<br />EMBED. MIN.
<br />SIMPSON SP4 - 32' OC. MAX
<br />n8 INL 2-a L.B.W.
<br />SCALE ��g
<br />v2
<br />ARCIjWAY DETAIL
<br />16- A"D�Ul?
<br />PRE-ENG TRUSSES OR
<br />C4CNV FRAMED RAFTERS
<br />e DAB. SMATWINd. OR J*
<br />COX PLYWOOD SECURED
<br />PER FASTE7,EFt 6CMI>ULE
<br />2.4 BLOCKING UNDER
<br />WALL STUDS 9-CUREE
<br />BETWEEN TRUSS SAYS W/
<br />13) 12d'. EACW END
<br />2x DOUBLE TOP PLATE
<br />STUDS - 16, or_
<br />MY$- 12 -EVER STM
<br />2X4 IST. PLATE
<br />DORMER
<br />LTTAC TIFN.T
<br />SCALE.
<br />DISL. TOP PLATE
<br />SeCUREE 2 X RIP TO PIT
<br />LM-12.15 61-61 OZ. MAX
<br />1/0' TEXTURED FINISN
<br />1/16'065 SMATWING
<br />2 X 4 *- OC MAX
<br />(WHEN OVER 16' IN i4IEGWTd
<br />2 X 4 (UMN OVER 16' IN WIEOWT�)
<br />V4'TEMPENED MAWNITE
<br />GLUE 4 NAIL WIW'b
<br />IF NEEDED.
<br />2 X $MID OLKG - ARCi4
<br />$EDAM W/2-t2d EACW END
<br />-NOTE, NO GAP . WIDW FRAME
<br />TO EXCEED V4'
<br />2 X 4 (MIN 2 X 3) 1-3/16, TAIPCON
<br />OR DRIVE PIN (MIN 844ANK SIZE.14b
<br />MN MAD SIZE 300
<br />MIN EMBEDMENT I V4*)
<br />1. FROM EACW END AND W
<br />0'r
<br />_ MAX. MIN 1-1/4' EMBEDMENT
<br />2 X b (MIN 2 X 3) 2-3/16 TAI-CON
<br />OR DRVE PIN (MIN SHAW, SUE.Mb
<br />MIN 14EAD SIZE 300
<br />MIN EMBEDMENT 1 1/4*)
<br />S' FROM BAC44 END AND W
<br />O,C. MAX. MIN 1-1/4' EMBEDMENT
<br />2 X 8 (MIN 2 X 3) 2-3116 TAPCON
<br />OR DRIVE I -IN (MIN SHAW, SIZE.145
<br />MIN MAD SIZE 300
<br />MIN EMBEDMENT I V4')
<br />8' FROM EACW END AND IS'
<br />D.C. MAX. MIN
<br />1/4' TEMPERED MAICNITE
<br />GLUE I NAIL Wed'S &'-12' O'C'
<br />IF NEEDED.
<br />EXISTING OLK AISV.
<br />1/4'TEXTUFED FNIS44
<br />1/9, TEXTURED FINISH
<br />I/W,' 005 84-EATWNG
<br />2 X 4 W OC� MAX,
<br />OMEN OVER 16' IN WI&WT.)
<br />2 X A (WMN OVER I&-
<br />16. IN MIGWT.�
<br />2 X SOLID BLKG - ARCN
<br />SECURE W12-12d EAC44 END
<br />ATTAC�IMENT PER
<br />MAKWACTLOREKS SPEC'S.
<br />-NOTE; NO CAP - &OW FRAME
<br />TO EXCEED 1/4'
<br />ARCHWAY DETAIL
<br />rn', CUTAWAY
<br />�� �E--I-V
<br />ROOF TRUSS UPLIFT
<br />CONNECTOR NOT
<br />6HOUN FOR
<br />CLARITY (SEE
<br />5WOP r>M5.)
<br />EXTERIOR WALL
<br />SWEATHIWG (SEE
<br />NOTES) FASTEN EACH STUD
<br />TO ML. TOP PLATE
<br />W1 LISP SP724 NAIL
<br />SPECS,
<br />PER MANI -
<br />SECTION AT TOP
<br />r,---�OF EXTERIOR WALL
<br />AqPI4ALT SWII,�b OVER
<br />030 FELTON IIV. O.S.B.
<br />PRE-Ew. GAIMLE TRUSS
<br />OPF STIFFBACK
<br />(SEE SEALID ENO. PACK FOR
<br />SIZE 4 CONNECTION;
<br />2.4 OFF BLOCKING BETWEEN TRUSOE$
<br />WE -ERE 'X'BPACW. 16 PRESENT
<br />CONT. 2.4 SPF MAT RUNEAr
<br />SECURED Wl (2)1241'* 6 _W
<br />TRj"
<br />(2) 2.4 -2 S.Yp . DIAGONAL BRACE tUV (.'I)
<br />12d., . EACH TRUSS (DIAGONAL
<br />X�BRACIW
<br />� To COVER 5_TMJSSES
<br />j'GYPVIJM BOARD OR J'
<br />WIGH STRENGTw CLO,
<br />NOTE: BOARD
<br />DIAGONAL BRACE CENTER Or TFA" SPAIN OR WhrMST RIDGE.
<br />DIAGONAL BRACE TO ISE - ANY SPAN W-WOR GRATER REFER TO
<br />TRUSS ENG. FOR ADDITIONAL WORIZONTAL TRUSIS REINFORCEMENT.
<br />0'-0' TO 30'-0' (1) X-BRACE
<br />30'-1' TO 60'-0' (W X-BRACE (1) X-BRACIE - CENTER AND (2)
<br />BRACE DIVIDED EQUALY FROM CENTER TO END
<br />g_q_�ACING
<br />id GA_ZBLE X-�BRI
<br />"..'��ACIN�
<br />SCALISs 1/2'.1'-0'
<br />2x RIDGE ONE SIZE LARGER
<br />TWAN RAFTER SIZE
<br />MIN. (3)12.1 NAILS Oft
<br />MIK (4) 10cl CAN NAILS
<br />IX6 COLLAR lit AT EVERY OTNER
<br />RAFTER W1
<br />MIN. (3� 12d NAILS OR
<br />M114.(4) MD41 GUN NAILS
<br />171111=7�4_1
<br />1.8 NAILER SECURE TO TRUSSIES,
<br />BELOW W/
<br />(2)12d NAILS OR
<br />f3) hAd GUN NAILS - EA. TIEUSO
<br />RAFTER TO TPWSS MTS-12
<br />CREATE VOID FM STRAP
<br />ROOF DECKING OVER
<br />PIM-ENS TRUSOES
<br />PRE-EING, TWOS
<br />MTA-24 RAI-TER TO BI
<br />BETWEEN TRUSSES
<br />CONV
<br />,��D ROOF
<br />W-O' TO 30'-V' (V'X'5ft4CE
<br />TO 601-0. (3) w BRACE
<br />(I 'X BRACE 0 CENTER)
<br />(2 X BRACE DIVIDED EOUALY FROM CLENTER TO END)
<br />FIBERGLASS SHINGLES OVER
<br />-W FELT ON A&, OSM.
<br />(2) 2X4 V SYP DIAGONAIL BRACE
<br />W1 3-12d - EA TRUSS ( DIAGONAL -r]:
<br />TO COVER S-TRUSSES
<br />2X4 BLCCXJW. L44EIRE 'X' BRACING
<br />I$ PRESENT
<br />(2) 10d NAILS EA 1111,11[)
<br />TO TRUSS
<br />S" STIR45ACK
<br />(SEE SEALD ENG. PACK FOR YAB81311111018 is Isis Islix Mnm li islils,
<br />SIZE 4 C4011INECTION)
<br />c
<br />I
<br />1/*'055 514EATW TRUSS 24' o-
<br />IN'
<br />USE Sd NAILS AT
<br />4' - EDGE 4 W - FIELD
<br />1/2' CLG. BOARD
<br />2X4SW/ 3/6' X RT LAO -32'.O,&MA NAIL CONT. RAT RUN TO
<br />OR 01PSON M A-24 - 32 0 . MAX. TRIJISS, W/ (2)12d - EA. TRAM
<br />2X4 6YP MAT ADJACENT
<br />SMATWING NAILING TO BE TO DIAGONAL BRACE.
<br />6' OIC. IN FIELD DBL TOP PLATE
<br />4'01CAALL EDGES, M18.1 NAILS 2X4 STUD 16'0,C. MAX
<br />rj_1�2�-O
<br />12'
<br />FINISH 1D LAN01NC, - -- ----
<br />3/4' PLYWOOD FF.
<br />D5L 2Xi�,
<br />-1115 UPLIFT
<br />SIMPSOM HTSM20
<br />WAV Wd TO TRU"
<br />AND (4) I/A' x 21/4,
<br />TAPCONS To COKT
<br />POURED LINTEL
<br />- 2350 UPLIFT
<br />(2) SIMPSOM WTOM20
<br />INSTALLED ON OPPOSITE
<br />FACES OF BLOCK WALL
<br />WAO kDd TO TWilft
<br />AND (4)1/4. x 2 1/4'
<br />TAPCONS TO CONT
<br />-POURED LINTEL
<br />PRE -ENO TRUSS
<br />CCNTIN
<br />T_; BOND BEAM
<br />TAP -11
<br />MEN. 2' COVER
<br />2' APART
<br />9puu_Al`Ncl�-T �O
<br />3,9," t-11N_ F-IN15
<br />3/4' PLYWOOD WITH I'L
<br />412-D COMMONS WINDER DETAIL
<br />LANDING DETAIL
<br />NAILED TWRU
<br />FINISH e LANDING——\ PLYWOOD INT
<br />3/4' PLYWOOD FF. EAC14 5TRINGIz?R
<br />LESS THAN 4' TYP,
<br />3-2xl2 SYII STRINGER DEL 2XI2 2XI2 READ
<br />ETWEEN SPINDLES
<br />REiNFoRcED W/2X4 SpIFOR CUT TO PIT
<br />LU/CONT. BEAD Or FLOOR JOIST IX6 RISER
<br />SUB -FLOOR ADHESIVE 10
<br />FIL-400 OR SIMILAR s
<br />HAND RAIL,
<br />1�
<br />EA HORIZONTAL RUN
<br />SECURE TREADS TO STRINGER
<br />u
<br />LU/(3)05 3' SCREWS IS EA
<br />STRINGER, UNTHREADED SHANK
<br />1/2' DRYLUALL-,,
<br />TO EXTEND BEYOND THICKNESS
<br />OF SIJ15-FLOOR SHEATHING
<br />IXIO TRIM---'
<br />NOTE:
<br />I' NOSING TYP.
<br />STAIRS R15ERS To CONFORM
<br />TO FBCR 5TH EDITION (2014�
<br />-1-3/4' (3) led CUT NAILS
<br />MIN. TREAD 10', MAX. RISER
<br />lV 2X4 fl.t
<br />3/16'MAX. VARIATION IN RISERS/TREADS
<br />SLEEPER INTO
<br />ADJACENT TO EACH OTHER
<br />SLAB -
<br />3/6'MAX. VARIATION IN ANY RISER/TREAD
<br />HANDRAIL CIRCULAR CROSS SECTION DIA.
<br />TO BE 13/4' +-1/4'OR PROVIDE EQUIVALENT
<br />__'�STAIR
<br />GRASPABILITY
<br />SECTION DETAILS
<br />WINDERS- MIN. &'WIDE 0 NARROW END
<br />MIN, 11' UJIDTH 0 12' FROM NARROW END
<br />34' MIN. HANDRAIL WGT,
<br />F-A arm Ivor Ta-1
<br />6
<br />r"'Aftin.,
<br />I n
<br />GWO.n!
<br />99
<br />L441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774,6078
<br />FAX- 407-774-4078
<br />www.abdeslgngroup.com
<br />L AA t. 0003325
<br />0
<br />r-sullwiv. a. MN
<br />SILVERADO
<br />LOT 27
<br />BLK 6
<br />PROJEC"
<br />04128.000-02761
<br />MODIIIIIIII,
<br />4EBB
<br />"1828-CALI"
<br />GARAGM OWMG.
<br />LEFT
<br />PAGID:
<br />misc.
<br />DETAILS
<br />150 MPH, EXP. B
<br />ARcHrrEcV--
<br />91AIE OF
<br />A
<br />r" 11/09/17
<br />DAM
<br />8CAIM 1/4"=l'-O"
<br />BUM"
<br />D5
<br />w:El 1;
<br />
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