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FIBERGLASS SHINGLES
<br />FIBERGLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />OVER 030 FELT PAPER
<br />2x4 BLOCKING BETWEEN
<br />FIBERGLASS SHINGLES
<br />INSTALLED PER F5CR
<br />INSTALLED PER Fer-R
<br />TRUSSES W14ERE 'X' BRACING
<br />OVER *30 FELT PAPER
<br />RS052.1 ON J* O.S.5.
<br />R-B052.1 ON 1,' 0,5.5.
<br />16 PRESENT
<br />INSTALLED PER F5CR
<br />SHEATHING OR I' COX
<br />SHEATHING OR J* COX
<br />RSOE,.2,1 ON J' 0.5.5,
<br />PLYWOOD SECURED PER
<br />PLYWOOD SECURED PER
<br />SHEATHING OR J' COX
<br />F45TENER SCHEDULE
<br />FASTENER SCHEDULE
<br />GABLE TRJ55
<br />PLYWOOD SECURED PER
<br />PRE-ENG TRUSS
<br />SEE ENERGY CODE FORMS
<br />P.T. IX2 W1 MTL. DRIP EDGE
<br />r-ONT. 2x4 PAT RUN SECURED
<br />FASTENER SCHEDULE
<br />\�5EE
<br />ENERGY CODE FORMS
<br />P.T. IX2 W/ MTL. DRIP EDGE
<br />FOR INSULATION R-VALUES
<br />2X4 OR 2xro SU5---,,-
<br />W/ (2)12d's 6 EACH TRUS5
<br />PRE-ENG TRUSS
<br />FOR INSULATION R-VALUES
<br />2x4 OR 2xro -'-U5-5ANr>
<br />1, Gypsum BOARD OR
<br />ELEVATIONS
<br />P.T. IX2 W1 MTL. DRIP EDGE
<br />j'GYP5UM BOARD OR J'
<br />PER ELEVATIONS
<br />HIGH STRENGTH CLG,
<br />VENTED ALUM. SOFFIT
<br />2x4 OR 2>(C� SUB -BAND
<br />HIGH STRENGTH CLG.
<br />BOARD
<br />VENTED ALUM. SOFFIT
<br />50ARD
<br />PER ELEVATIONS
<br />DOUBLE TOP PLATE
<br />TWIST STRAP VERIFY W1
<br />5TIFFIBACK (SEE SEALED
<br />VENTED ALUM. SOFFIT
<br />SIMPSON
<br />WINDOW HEADER SIZE
<br />TRUSS PLAN
<br />TRUSS ENG. FOR 51ZE 4
<br />SEE ENERGY CODE FORMS
<br />1,0000 UPLIFT
<br />SP2 * EA.
<br />VARIES PER WINDOW
<br />CONDITION)
<br />FOR INSULATION R-VALUES
<br />CONNECTOR
<br />2X8 STUD
<br />OPENING SEE HEADER
<br />WINDOW ATTACHMENT AS
<br />SPAN CHART FOR
<br />PER MANUFACTURES
<br />SECURE 2x4 PLATE TO WALL W1
<br />GYPSUM 50ARD OR
<br />2xe SYP 02
<br />DETAILS
<br />SPECIFICATIONS
<br />i. x&'THRU-BOLTSm 32' O.C.
<br />STRENGTH
<br />05L TOP
<br />O.S.B. SHEATHING OR
<br />WINDOW SILL
<br />MAX THEN SECURE GABLE TO
<br />HIG14 CLG.
<br />50ARD
<br />PLATE
<br />DRY WALL
<br />CDX PLYWOOD.
<br />ATTACHED PER FASTENER
<br />2x4 PLATE W1 12d's 8' O.C. MAX
<br />OR
<br />DOUBLE TOP PLATE
<br />WALL
<br />SHEATHING
<br />DIA ANCHOR BOLT
<br />SCHEDULE ON SWEET DE,
<br />2x STUDS 0 Iro' O.C. MAX W1
<br />IN5UL., SEE ENERGY CODE
<br />SECURE GABLE TO D5L TOP
<br />WINDOW ATTAC14MENT AS
<br />2x8 5YP 02
<br />AT Iro' O.C- MAX WITH -1
<br />EMBEDMENT AND 2'
<br />-7/8' THICK, 3 COAT
<br />FORMS FOR INSULATION
<br />PLATE Wl SIMPSON WTC4 s 24'
<br />PER MANUFACTURES
<br />WOOD STUDS
<br />DIA. WASHER
<br />PORTLAND CEMENT
<br />R-vALLIES
<br />O.C. MAX
<br />SPECIFICATIONS
<br />AT 12' C.C. MAX
<br />PLASTER OVER
<br />WINDOW HEADER SIZE VARIES
<br />WINDOW SILL
<br />SIMP50N 5PI
<br />EXPANDED GALV'D
<br />T 4 G 5UBFLOOR GLUED
<br />PER WINDOW OPENING SEE
<br />* EA�2XO
<br />STUD
<br />METAL LATH ON
<br />AND SCREWED AS PER
<br />HEADERSPAN CHART FOR
<br />2x STUDS 0 1&' O.C, MAX W/
<br />FORTIF15ER JUM50TEX
<br />GRADE 'D' PAPER OVER
<br />FASTENER SCHEDULE
<br />DETAILS
<br />IN5UL., SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />2xa P.T. SYP *2
<br />TYVEK BUILDING WRAP
<br />I, O.S,B.-':,WEATWING OR I' CDX
<br />R-VALUES
<br />43 50LE PLATE
<br />(1) COURSE TIE-5EAM
<br />(REFER TO STUCCO
<br />PLYWOOD. ATTACHED PER
<br />FASTENER SCHEDULE ON SWEET
<br />T 4 G 5U5FLO0R GLUED
<br />z
<br />POURED SOLID WITH
<br />CONCRETE� (1) S
<br />SPECS FOR COMPLETE
<br />D5
<br />AND SCREWED AS PER
<br />RE5AR HORIZONTALLY
<br />INFORMATION)
<br />1/8' THICK, 3 COAT PORTLAND
<br />-----,----FASTENER SCHEDULE
<br />NOTE: SHEATHING MUST
<br />CEMENT PLASTER OVER
<br />CL
<br />PRECAST LINTEL
<br />NOT BREAK I'-4'MIN.
<br />PRE-ENG FLOOR TRUSS
<br />EXPANDED GALV'D METAL LATH
<br />ON FORTIF15ER JUM50TEX
<br />FROM 2ND FLR LINE
<br />(INSTALL PER MFG. SPECS.)
<br />GRADE 'D' PAPER OVER TYVEK
<br />[L
<br />WINDOW ATTACHMENT AS
<br />2x4 CONT. m TOP AND 5T.
<br />J'GYPSUM BOARD OR J'
<br />BUILDING WRAP (REFER TO
<br />Lu
<br />211)
<br />PER MANUFACTURES
<br />or FLR TRUSS (TOP 2x4
<br />HIGH STRENGTH CLG.
<br />STUCCO SPECS FOR COMPLETE
<br />1w
<br />SPECIFICATIONS
<br />SUPPORTS 5T PLATE Or
<br />50ARD
<br />INFORMATION)
<br />PRE-EW-a FLOOR TRUSS
<br />13
<br />2ND FLR, 5TM. 2x4 15 FOR
<br />WALL SHEATHING NAILER)
<br />CONC. FILLED LINTEL BLK W/
<br />NOTE; SHEATHING MUST NOT
<br />BREAK V-4' MIN. FROM 2ND FLR
<br />(INSTALL PER MFG. SPECS.)
<br />u-
<br />*S RE5AR a Iro'
<br />PRECAST SILL
<br />FASTEN EAC�4 2X4 R155ON
<br />(1) 05 RE5AR CONTINUOUS
<br />L INE
<br />I GYPSUM BOARD OR
<br />z O.C. MAX, IN
<br />W1 (5)12d NAILS 0 EACH
<br />TRUSS. 5TM. RIBBON TO BE
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-vALUES
<br />2x4 CONT. a TOP AND 15T. Or
<br />HIGH STRENGTH CLG,
<br />50ARD
<br />W1 CONCRETE
<br />zp POURED CELL,
<br />lx2 P.T. FURRING STRIPS
<br />P.T.
<br />PRECAST LINTEL
<br />FLR TRU55 (TOP 2x4 SUPPORTS
<br />15T PLATE OF 2ND FLR, 5TM. 2x4
<br />VERIFY PER
<br />§ t: PLAK
<br />0 I(ol O.C.
<br />WEEP SCREED
<br />WINDOW ATTACHMENT AS
<br />15 FOR WALL SHEATHING
<br />CONC. FILLED LINTEL IBLK W/
<br />(1) S REBAR CONTINUOUS
<br />1210
<br />a, CMU
<br />(SEE DETAIL 2/D3)
<br />PER MANUFACTURES
<br />NAILER) FASTEN EACH 2X4
<br />- '6 SEE ENEF�ry
<br />1/2'GYP. WL. BID,
<br />EMBED. STRAP VERIFY
<br />SPECIFICATIONS
<br />RIB50N W1 (5)12cl NAILS 0
<br />EACH TRUSS. 5TM. R155ON TO
<br />PRECAST LINTEL
<br />L) CODE FORMS
<br />y
<br />(1) 04 CONTINUOUS RE5AR
<br />W1 TRUSS PLAN
<br />PRECAST BILL
<br />BE PT.
<br />WINDOW ATTACHMENT AS
<br />FOR
<br />WOOD BASE
<br />%'THICK, 3 C
<br />(1) *5 RE5AR VERTICALLY
<br />W1 CONC. POURED CELL
<br />WEEP SCREED
<br />PER MANUFACTURER
<br />SPECIFICATIONS
<br />INSULATION
<br />R-VALUE5 z
<br />04 RE5AR 48' LONG
<br />PORTLAND CEt-
<br />PLASTER APPLI--
<br />Ix2 P.T. FURRING STRIPS
<br />(SEE DETAIL 2/D3)
<br />PRECAST $ILL
<br />-4 y ol �i
<br />W/cl HOOK 0 24' O.C.,
<br />DIRECTLY TO MASONRY
<br />0 iro I O.C.
<br />EMBED. STRAP VERIFY
<br />(1) S RE5AR VERTICALLY
<br />q
<br />(y
<br />MIN. 24' IN SLAB
<br />2—STORY
<br />alcmu
<br />W1 TRUSS PLAN
<br />---W/ CONC. POURED CELL
<br />0
<br />2'-0' (r'11N.
<br />IN' SLo�5
<br />FIRST FLOOR
<br />1/2- GYP, WL. 5r->.
<br />%' THICK, 3 COAT
<br />lx2 P.T. FURS�NG STRIPS
<br />0
<br />WOOD BASE
<br />PORTLAND CEMENT
<br />o 16, O.C.
<br />BLOCK SECOND
<br />PLASTER APPLIED
<br />----------
<br />z
<br />DIRECTLY TO MASONRY
<br />7d ;7
<br />a, Cmu
<br />1/2'GYP. WIL. BD.
<br />WALL
<br />2—STORY GABLE
<br />BASE
<br />SECTION
<br />4' CONC, RE INF. W1 ro'xCo'
<br />WIAX1111.40 WLLJM ON 9-MIL POLY
<br />FIRST FLOOR
<br />WOOD
<br />ETHYLENE VAPOR RETARDER ON
<br />BLOCK SECOND_-�
<br />FRAME TO
<br />WELL -COMPACTED CLEAN FILL
<br />TERMITE TREATMENT SHALL BE
<br />A FLOOR FRAME
<br />L
<br />50RA-CARE
<br />(3) 05 RE5AR ON CHAIRS
<br />SCALE: 3/4'-l'-O'
<br />2 STUD5 I&' O.0 MAX W1
<br />I, O.S.B. SHEATHING OR c:r-)x
<br />2x STUDS * 16' O.C. MAX W1
<br />NOTE:
<br />INSUL., SEE ENERaG�Y CODE
<br />PLYWOOD. ATTACHED PER
<br />FASTENER SCHEDULE ON SWEET
<br />L
<br />INSUL, SEE ENERGY CODE
<br />PER F5r-R '30521 - FOR ROOF SLOPE$ 2:12 TO
<br />FORMS FOR INSULATION
<br />D5
<br />FORMS FOR INSULATION
<br />LESS THAN 4:12,A (2) LAYER UNDERLAYMENT
<br />R-vALUES
<br />-1/8' THICK, 3 COAT PORTLAND
<br />R-VALUE6
<br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
<br />EXTERI WALL STLIDS-\
<br />("LLC,*W.ATi4M NOT
<br />PLACE ISTIRA" WAC D
<br />AND PASTENED As
<br />T 4 G SU5FLOOR GLUED
<br />CEMENT PLASTER OVER
<br />J' T 4 G SUBFLooR GLUED
<br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT 16
<br />SWOUN PM CLARTY)
<br />S"CUN UT14 ow
<br />AND SCREWED AS PER
<br />EXPANDED GALV'D METAL LATH AND SCREWED AS PER
<br />PERMITTED BUT MUST BE PER A5TM D22(p TYPE
<br />rASTEN STUDS TO BLOCK WALL
<br />ADDITIONAL STRAP AT
<br />EAC14 WINDOW KW. ST=
<br />FASTENER 9 CHEDULE
<br />ON FORTIF15ER JUM50TEX
<br />5
<br />FASTENER SCHEDULE
<br />11,ASTM D 46613 TYPE IV, OR ASTM D &-151
<br />iVITI4 USP M&TA46 STIPAP UTH
<br />FASTENERS AS SHOM INSTALL
<br />GRADE 'D' PAPER OVER TYVEK
<br />BUILDING WRAP (REFER TO
<br />STItAP 0 EA, END (UNO) 4
<br />SPACE 61WAPS AS FOUC%*s
<br />-110 MP44 32: or-
<br />MIN ov) lod COMMON NAILS
<br />INTO STUD (0.148 DA X 1 1/2'
<br />3/4' T 4 G SUBFLOOR GLUED
<br />STUCCO SPECS FOR COMPLETE
<br />AND SCREWED AS PER
<br />S:
<br />-" MF44 C .42 Or-
<br />LOW.)
<br />INFORMATION)
<br />FASTENER SCHEDULE ON
<br />-lbo Mpw . IS, , 46- OIC.
<br />-140 MPH 'C'48' D.C.
<br />2x4 CONT. o TOP AND 5T, OF
<br />SHEET D2
<br />TOP OF OnD WALL
<br />FLR TRUSS (TOP 2x4 SUPPORTS
<br />BT PLATE OF 2ND FLR, 4
<br />L x
<br />FILL ALL FWMAINING. STRAP
<br />WOLES UV 10d NAILS INTO
<br />PRE-ENG FLOOR TRUSS
<br />16 FOR WALL &HEATHIMMA-ILER)
<br />FASTEN EACH 2X4 R15BON W1 (5)
<br />PRE-EW-i FLOOR TRUSS
<br />FASTEN EACW 2X4 R155ON W1
<br />UX= BACKING.
<br />1
<br />E71MPSON HETA-I&E, EMBED.
<br />12d NAILS Is EACH TRUS5. BTM. J'GYPSUM BOARD OR J'
<br />(5� 12d NAILS s EACH TRUSS.
<br />5TM. R15BON TO BE 1=,T,
<br />TOP or
<br />00 NOT PLACE SCFMW IN
<br />TOP AOLE NEAPIEST TO TOP
<br />STRAP 0 32' O.C. MAX VERIFY
<br />R155ON TO BE P.T
<br />HIGH STRENGTH CLG.
<br />OF CT'U BLOCK UALL
<br />W/ TRUSS PLAN
<br />WEEP 5CREED
<br />BOARD
<br />PRE-ENG FLOOR TRUSS
<br />IL
<br />CONIECT TOM OF
<br />TO
<br />J'GYF--IUM BOARD OR J-
<br />(SEE DETAIL 2/D3
<br />EMBEID. STRAP VERIFY-
<br />CONC. FILLED LINTEL 5LK W1
<br />(INSTALL PER MFG. SPECS)
<br />STRAP CM BLOCK UJALL
<br />) 3AWDIA. X 1-1/4'
<br />ILWOW". TAPCON MASOMW
<br />HIGH STRENGTH CLG. 50ARD
<br />R
<br />W1 TRUSS PLAN
<br />(1) IS RE5AR CONTINUOUS
<br />CONC. FILLED LINTEL BL-
<br />Cm SLOCK UJALL
<br />;ZT
<br />%'THICK, 3 COAT POR LAN
<br />(1) 05 RE5AR CONTINUOUS
<br />CEMENT PLASTER APPLIED
<br />DIRECTLY TO MASONRY
<br />RIBBON
<br />EXTERIOR STUD WALL
<br />CONNECTION
<br />FLOOR CONNECTION AT PARALLEL/
<br />FASTE DETAIL
<br />FLOOR MASONRY WALL
<br />2
<br />(�P
<br />PENDICULAR PRE—ENG FLOOR TRUSS
<br />E —R
<br />��!N�I�NG
<br />4 UL —E
<br />��.-'JO.,�FIHRSST
<br />J.
<br />SCALE: 3/4'=I'-0*
<br />-
<br />A R C N I T E C T 8-1
<br />6
<br />G r airlIk'a .
<br />Desi n
<br />ous0E....
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA #: 0003326
<br />M
<br />`7
<br />umm A. w N
<br />SILVERADO
<br />LOT 27
<br />BLK 6
<br />[Paoi=T#
<br />04128.000-02761
<br />AwDzz,
<br />4EBB
<br />"1828—CALI"
<br />GARAGM B'WMG:
<br />LEFT
<br />PAGM:
<br />MONOLITHIC
<br />2— STORY
<br />WALL
<br />SECTIONS & NOTES
<br />� 150 MPH EXP. B j
<br />an" -I
<br />DATM 11/09/17
<br />&CAM 1/4"=V-0"
<br />D4
<br />
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