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FIBEF74GLASS SHINGLES
<br />FIBERGLA55 SHINGLES
<br />OVER 030 FELT PAPER
<br />OVER 030 FELT PAPER
<br />�2x4 BLOCKING BETWEEN
<br />FIBERGLA55 SWIW-%LES
<br />INSTALLED PER F5CR
<br />INSTALLED PER FBCR
<br />TRUSSES UJ14ERE 'X' BRACING
<br />OVER 030 FELT PAPER
<br />"0521 ON I,' 0.5B.
<br />RS0521 ON a' 0,615.
<br />15 PRESENT
<br />INSTALLED PER FBCR
<br />SHEATHING OR J' COX
<br />z
<br />5WEATWIN6 OR J' COX
<br />Rsor,2:1 ON J, o.s.e.
<br />PLYWOOD SECURED PER
<br />PLYWOOD SECURED PER
<br />SHEATHING OR �' CDX
<br />FASTENER SCHEDULE
<br />FASTENER SCWEDULE
<br />_—PRE-ENG GABLE TRUSS
<br />PLYWOOD SECURED PER
<br />PRE-ENG TRUSS
<br />SEE ENERGY CODE FORMS
<br />PT. IX2 W/ MTL. DRIP EDGE
<br />:)RIP EDGE
<br />cONT. 2x4 RAT RUN SECURED
<br />FASTENER SCHEDULE \\'�SEE
<br />ENERGY CODE FORMS
<br />P.T. IX2 W/ MTL. DRIP E1113E
<br />FOR INSULATION R-VALLIES
<br />�
<br />2x4 OR 2x(o SUB -BANE) PER
<br />W1 (2)12d'a 6 EACH TRUSS
<br />PRE-ENG TRUSS
<br />FOR INSULATION R-VALUES
<br />'ANr
<br />2x4 OR 2xro 5UB-E >
<br />I- GYPSUM 50ARD OR
<br />ELEVATIONS
<br />P.T. IX2 W1 MTL. DRIP EDGE
<br />- r
<br />I sypsum BOARD OR
<br />PER ELEVATIONS
<br />HIGH STRENGTH C:LG.
<br />VENTED ALUM. SOFFIT
<br />2x4 OR 2xiO SU15-15AND
<br />HIGH STRENGTH CLG.
<br />VENTED ALUM. SOFFIT
<br />BOARD
<br />PER ELEVATIONS
<br />BOARD
<br />DOUBLE TOP PLATE
<br />TWIST STRAP VERIFY W/
<br />STIFFBACK (SEE SEALED
<br />VENTED ALUM. SOFFIT
<br />SIMPSON
<br />WINDOW HEADER SIZE
<br />TRUSS PLAN
<br />TRUSS ENG. FOR SIZE 4
<br />SEE ENERGY CODE FORMS
<br />1,0000 UPLIFT
<br />SF12 10 EA.
<br />VARIES PER WIN
<br />I, =w
<br />CONDITION)
<br />FOR INSULATION R-VALLIES
<br />RT
<br />CONNECTOR
<br />2X8 STUD
<br />OPENING SEE WEADER
<br />ADER
<br />WINDOW ATTACHMENT AS
<br />SPAN CWART FOR
<br />PER MANUFACTURES
<br />SECURE 2x4 PLATE TO WALL W1
<br />GYF 'SUM BOARD OR
<br />2xB SYP 02
<br />DETAILS
<br />\F— SPECIFICATIONS
<br />i 'xV THRU-15OLTS im 32' O.C.
<br />WIGH STRENGTH
<br />DEL TOP
<br />O.S.B. SWEATWING OR J'
<br />WINDOW SILL
<br />MAX THEN SECURE GABLE TO
<br />CLG.
<br />50ARD
<br />PLATE
<br />DRY WALL
<br />CDX PLYWOOD.
<br />2x4 PLATE W1 12d's 8* O.C. MAX
<br />WALL
<br />DIA ANCHOR BOLT
<br />ATTACHED PER FASTENER
<br />2x STUDS SI 16' OC. MAX W1
<br />OR
<br />DOUBLE TOP PLATE
<br />5WEATHING
<br />10' OC. MAX WITH '1'
<br />SCWEDULE ON SWEET D5
<br />INSUL., SEE ENERGY CODE
<br />SECURE GABLE TO D5L TOP
<br />WINDOW ATTACHMENT AS
<br />2xa 5 YP 02
<br />EMBEDMENT AND 2'
<br />-116' THICK, 3 COAT
<br />FORMS FOR INSULATION
<br />PLATE W1 SIMPSON WTC4 AD 24'
<br />PER MANUFACTURES
<br />/AT
<br />WOOD STUDS
<br />DIA. WASHER
<br />PORTLAND CEMENT
<br />R-vALUES
<br />O.C, MAX
<br />SPECIFICATIONS
<br />AT 12' O.r- MAX
<br />PLASTER OVER
<br />WINDOW HEADER SIZE VARIES
<br />WINDOW SILL
<br />SIMPSON BPI
<br />EXPANDED GALV'D
<br />T 4 G SUBFLOOR GLUED
<br />PER WINDOW OPENING SEE
<br />"' EA. 2X8
<br />STUD
<br />METAL LATH ON
<br />AND SCREWED AS PER
<br />HEADER SPAN CHART FOR
<br />2x STUDS s IV O.C. MAX W/
<br />FORTIFIBER JUM50TEX
<br />GRADE 'D' PAPER OVER
<br />-- ---------------- FASTENER SCHEDULE
<br />DETAILS
<br />IN&UIL, SEE ENERGY CODE
<br />FORMS FOR INSULATION
<br />2x8 P.T, SYP *n2
<br />TyvEK BUILDING WRAP
<br />0.5.5. SWEATPING OR J' COX
<br />R-VALUES
<br />ci SOLE PLATE
<br />(1) COURSE TIE-15EAM
<br />(REFER TO STUCCO
<br />PLYWOOD. ATTACHED PER
<br />1--
<br />z
<br />POURED SOLID WITH
<br />FASTENER SCHEDULE ON SWEET
<br />T 4 G SUBFLOOR GLUED
<br />w
<br />CONCRETE� (1) 05
<br />SPECS FOR COMPLETE
<br />DE,
<br />AND SCREWED AS PER
<br />(L
<br />REBAR HORIZONTALLY
<br />INFORMATION)
<br />1/13' THICK 3 COAT PORTLAND
<br />FASTENER SCHEDULE
<br />13
<br />NOTE: SHEATHING MUST
<br />CEMENT PLASTER OVER
<br />PRECAST LINTEL
<br />NOT BREAK 1'-4' MIN.
<br />PRE-ENG FLOOR TRUSS
<br />EXPANDED GALV'D METAL LATH
<br />ON FORTIFIeER JUMBOTEX
<br />:r III
<br />FROM 2ND FLR LINE
<br />(INSTALL PER MFG. SPECS.)
<br />GRADE 'D' PAPER OVER TYVEK
<br />(L
<br />WINDOW ATTACWMENT AS
<br />2x4 CONT. 0 TOP AND aT.
<br />I- GYPSUM BOARD OR
<br />BUILDING WRAP (REFER TO
<br />III
<br />PER MANUFACTURES
<br />OF FLR TRU56 (TOP 2x4
<br />HIGH STRENGTH CLG.
<br />STUCCO SPECS FOR COMPLETE
<br />W 0
<br />(y
<br />SPECIFICATIONS
<br />SUPPORTS BT PLATE OF
<br />2ND FLR, BTM, 2x4 18 FOR
<br />BOARD
<br />INFORMATION)
<br />NOTE: SHEATHING MUST NOT
<br />PRE-EW-3 FLOOR TRUSS
<br />_j
<br />PRECAST SILL
<br />WALL SHEATWING NAILER)
<br />CONC. FILLED LINTEL BLK W/
<br />BREAK V-4' MIN. FROM 2ND FLR
<br />(INSTALL FIER MFG.SPECS.)
<br />-5 REBAR - I&' I
<br />FASTEN EACH 2X4 R1550N
<br />(1) S REIBAR CONTINUOUS
<br />LINE
<br />R- GYPSUM BOARD OR
<br />z O.C. MAX, IN
<br />I
<br />W1 (5) 12d NAILS * EACH
<br />TRUSS. BTM. RIBBON TO BE
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALLIES
<br />2x4 CONT. 1D TOP AND 15T. OF
<br />HIGH STRENGTH CLG,
<br />BOARD
<br />w CONCRETE
<br />W POURED CELL,
<br />Ix2 P.T. FURRING STRIPS
<br />P.T.
<br />rLR TRUSS (TOP 2x4 SUPPORTS
<br />() VERIFY PER
<br />* IV O.C.
<br />PRECAST LINTEL
<br />BT PLATE OF 2ND FLR, 5TM. 2x4
<br />CONC. FILLED LINTEL 5LK W/
<br />LL t PLAN,
<br />WEEP 5CREED
<br />WINDOW ATTACHMENT AS
<br />15 FOR WALL SHEATHING
<br />(1) 05 REI5AR CONTINUOUS
<br />alcmu
<br />(SEE DETAIL 2/D3)
<br />PER MANUFACTURES
<br />NAILER) FASTEN EACH 2X4
<br />SEE ENERGY
<br />1/2' GYP. WL. 5D.
<br />EMBED. STRAP VERIFY
<br />SPECIFICAT IONS
<br />RIBBON W1 (5)12d NAILS 0
<br />EAC14 TRUSS. 5TM. R155ON TO
<br />PRECAST LINTEL
<br />2-3 CODE FORMS
<br />(1) 04 CONTINUOUS RE5AR
<br />w/ TRUSS PLAN
<br />PRECAST SILL
<br />'T.
<br />BE f.T.
<br />WINDOW ATTACHMENT AS
<br />_1 tu FOR
<br />).
<br />WOOD BASE
<br />THICK, 3 COAT
<br />(1) S RE5AR VERTICALLY
<br />W/ CONC. POURED CELL
<br />WEEP SCREED
<br />PER MANUFACTURER
<br />SPECIFICATIONS
<br />_j INSULATION
<br />q 0
<br />R -VALUES z
<br />*4 RE15AR 48' LONG
<br />Ir
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />Ix2 F.T. FURRING STRIPS
<br />(SEE DETAIL 2/03)
<br />PRECAST BILL
<br />w
<br />w Y IL
<br />Wlro' WOOK 6 24' O.C.,
<br />DIRECTLY TO MAE70NRY
<br />lr,,' O.C.
<br />EMBED. STRAP VERIFY
<br />(1) w_5 RE5AR VERTICALLY
<br />8
<br />MIN. 24' IN SLAB
<br />2—STORY
<br />—a, CMU
<br />W1 TRUSS PLAIN
<br />W1 CONC. POURED CELL
<br />IL
<br />2'-0' /�111N.
<br />FIRST FLOOR
<br />1/2, GYP. WL. 5D.
<br />V THICK, 3 COAT
<br />Ix2 P.T. FURRING STRIPS
<br />IN 5LAB)
<br />WOOD BASE
<br />PORTLAND CEMENT
<br />Iro, O.C.
<br />=IP 27=
<br />BLOCK SECOND
<br />PLASTER APPLIED
<br />7m
<br />DIRECTLY TO MASONRY
<br />a, CMU
<br />rj__-�FLOOR FRAME
<br />1/2'GYP. WL� BD�
<br />WALL
<br />�SLCALE;
<br />2—STORY GABLE
<br />-----WOOD 5A5E
<br />SECTION
<br />4' CONC., REINIF. W/ ro'xro'
<br />WI.4XWI.40 WWM ON ro-MIL POLY
<br />FIRST FLOOR
<br />WOOD
<br />ETHYLENE VAPOR RETARDER ON
<br />BLOCK SECO ND
<br />FRAME TO 1�0
<br />WELL -COMPACTED CLEAN FILL
<br />TERMITE TREATMENT SHALL BE
<br />FLO L�FRAME
<br />gEj��q:�B���
<br />1A OR.
<br />r"
<br />- ------- -----
<br />50RA-CARE
<br />(3) #5 REEAR ON CHAIRS
<br />SCALE: 3/4'al'-O'
<br />3��
<br />4
<br />2x STUDS e lro' O.0 MAX W1
<br />O.S.B. 5WEATWING OR r_DX
<br />2x STUDS a Iro' O.C� MAX W1
<br />NOTE:
<br />IN5UL., SEE ENER�;Y CODE
<br />PLYWOOD. ATTACHED PER
<br />IN5LIL., SEE ENERGY CODE
<br />PER FeCR IB052.1 - FOR ROOF SLOPES 2:12 TO
<br />FORMS FOR INSULATION
<br />FASTENER SCHEDULE ON SHEET
<br />D5
<br />FORMS FOR INSULATION
<br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
<br />R-vALUES
<br />-116' THICK, 3 COAT PORTLAND
<br />R-vALLIES
<br />SYSTEM 15 REQUIRED. FOR ROOF- SLOPES Or
<br />EXTERIOR U14LL STLVS
<br />WALL 044EATWM NOT
<br />PLACE STRAPS SPACED
<br />AND FASTENED AS
<br />T 4 G SU5FLocR GLUED
<br />CEMENT PLASTER OVER
<br />T 4 G SU5rLOOR GLUED
<br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT 18
<br />SWOM FOR CLARITY)
<br />SWOUN UTW ONE
<br />AND SCREWED AS PER
<br />EXPANDED GALV'D METAL LATH AND SCREWED AS PER
<br />PERMITTED BUT MUST BE PER ASTM D22ro TYPE
<br />FASTEN STLVS TO BLOCK WALL
<br />ADDITIONAL STRAP AT
<br />RACW UNDOW KW. STM
<br />FASTENER SCHERLILE
<br />ON FORTIFI5ER JUM50TEX
<br />FASTENER SCHEDULE
<br />11, ASTM D 486(3 TYPE IV, OR A5TM D 6151
<br />WIT14 Ilge MSTA" STRAP WITW
<br />ASTENERS AS SHOUR INSTALL
<br />GRADE 'D' PAPER OVER TYvEK
<br />BUILDING WRAP (REFER TO
<br />STRAP - EA END WAD) 6
<br />SPACE STRA 45 FOLLOLW�
<br />-no tFlopw lc:s 3 - O'C.
<br />MIN (10) " COt"IMON NAILS
<br />INTO $TLID (0.140 CIA X 1 1/2'
<br />3/4' T 4 G SUBFLOOR GLUEI--)
<br />.STUCCO SPECS FOR COMPLETE
<br />ANDSCREWED AS PER
<br />Z MPW r-; 32' 04,
<br />LOW.)
<br />INFORMATION)
<br />FASTENER SCHEDULE ON
<br />.150 MPW 15'7 4W Or -
<br />..o MPW C' 48' OC,
<br />2x4 CONT, to TOP AND BT. OF
<br />SWEET D2
<br />To'. OF STLIC WALL
<br />FLR TRUSS (TOP 2x4 SUPPORT, 5
<br />SOLE PLATE -------
<br />5T PLATE OF 2ND FLR, BTM. 2x4
<br />x
<br />FILL ALL REMAINW, STRAP
<br />HOLES UP 10d NAILS INTO
<br />PRE-ENG FLOOR T
<br />15 FOR WALL SWEATWING NAILER)
<br />E PRE-ENG FLOOR TRUSS
<br />FASTEN EACH 2X4 RIBBON W1
<br />FASTEN EACH 2X4 RIBBON W1
<br />WOOD EACKIW.
<br />SIMPSON HETA-16 EMBED.
<br />126 NAILS s EACH TRUSS. BTM.
<br />J'GYPSUM 150ARD OR j
<br />(5)126 NAILS s EACH TRUSS,
<br />5TM. RIBBON TO BE P*T'
<br />TOP OF
<br />DO NOT PLACE SCREW IN
<br />TOP HOLE NEAREST TO TOP
<br />STRAP tv 32' O.C. MAX VERIFY
<br />R15BON TO BE P.T.
<br />WIGW STRENGTH CLG.
<br />- — -
<br />MASONRY WALL
<br />11'
<br />OF CM BLOCK WALL
<br />W1 TRUSS PLAN
<br />LLEEP SCREED
<br />BOARD
<br />PRE -ENG FLOOR T
<br />-RUS
<br />i'l, �j
<br />1,
<br />�DN, . .... , OF
<br />- TO
<br />(SEE DETAIL 2/D3)
<br />(IN -STALL PER MFG� SF E C 16.)
<br />STRAP 0-M BLOCK WALL
<br />111111,1116' CIA. X 1"114'
<br />Gypsum BOARD OR
<br />EMBED� STRAP VERIFY
<br />CONC. FILLED LINTEL 5LK W1
<br />x
<br />L TAPOON MASONRY
<br />WIGW STRENGTH CLG. BOARD
<br />W1 TRUSS PLAN
<br />(1) 05 REBAR CONTINUOUS
<br />CONC. FILLED LINTEL BL< W1
<br />Cm BLOCK WALL
<br />%'TWICK, 3 COAT PORTLAND
<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 />ASTEN�I�NG
<br />(-,-\TO FIRST FLOOR MASONRY WALL
<br />2
<br />PERPENDICULAR PRE —ENG FLOOR TRUSS
<br />_DET�AIL
<br />LM
<br />SCALE: 3/4'=l'-O'
<br />A R C N I T E C T 3-1
<br />6
<br />GWOF%,&e i n
<br />.n!
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />AA #,. 0003325 -A
<br />SRI
<br />U4
<br />a u 3 w I V. &me ILWO
<br />SILVERADO
<br />LOT #12
<br />BLK #6
<br />pit0im"
<br />04128.000-01261
<br />monmy,
<br />4EGI3
<br />"GALEN"
<br />GAPL"M DWING:
<br />RIGHT
<br />PAGI&
<br />MONOLITHIC
<br />2—STORY
<br />WALL
<br />SECTIONS & NOTES
<br />v,. 150 MPH EXP. B #
<br />IF.
<br />F-PRMT
<br />DAM 11/8/17
<br />8CAIM 1/4"=l'-O"
<br />8*13=
<br />1% D 4
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