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FIBERGLASS SHINGLES
<br />OVER 030 FELT PAPER
<br />INSTALLED PER F5CR
<br />RaO52.1 ON J' 0.5.5.
<br />SHEATHING OR J' COX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />PRE-ENG TRUSS
<br />'.T. IX2 W1 MTL. DRIP EDGE
<br />2x4 OR 2x& SU5-5AND
<br />PER ELEVATIONS
<br />VENTED ALUM. SOFFIT
<br />EMBED. STRAP VERIFY W1
<br />TRUSS PLAN
<br />I%' THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />DIRECTLY TO MA50NRY
<br />_7_
<br />I
<br />�EE ENERGY CODE FORMS
<br />�OR INSULATION R-VALUE5
<br />'GYPSUM 50ARD OR I- HIG
<br />TRENGTH CLG. BOARD
<br />:ONIC� FILLED LINTEL 5LK W/
<br />1) w-, RE5AR CONTINUOUS
<br />>RECAST LINTEL
<br />,EE ENER3Y CODE FORMS
<br />OR INSULATION R-VALUES
<br />IINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST 5ILL
<br />(1) W5 RE5AR VERTICALLY
<br />W/ CONC. POURED CELL
<br />lx2 P.T. FURRING STRIPS
<br />IS Iro, C.C.
<br />a, CMU
<br />1/2'GYP. WL. 5D.
<br />WOOD BASE
<br />FIBERGLASS SHINGLES OVER
<br />030 FELT PAPER INSTALLED
<br />PER F5CR RS05-21 ON a'
<br />0.5.5. SHEATHING OR J' COX
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />P.T. lx2 W1 MTL. DRIP EDGE
<br />2x4 OR, 2xro 5U5-5AND
<br />PER ELEVATIONS
<br />VENTED ALUM. _54�FFIT
<br />5TIFFBACK (SEE SEALED
<br />TRUSS ENG. FOR SIZE 4
<br />CONDITION.)
<br />0.5.5. SHEATHING OR J'
<br />CDX PLYWOOD. ATTACHED
<br />PER FASTENER SCHEDULE
<br />ON SHEET D5
<br />1/8' THICK, 3 COAT
<br />PORTLAND CEMENT PLASTER
<br />OVER EXPANDED GALV'D
<br />METAL LATH ON FORTIFIBER
<br />JUM50TEX GRADE 'D' PAPER
<br />OVER TYVEK BUILDING WRAP
<br />(REFER TO STUCCO SPECS
<br />FOR COMPLETE INFORMATION)
<br />LUEEP SCREED
<br />(SEE DETAIL 2)
<br />SECURE GABLE TO 2x& P.T.
<br />PLATE W/ 12d's a' O,C� MAX
<br />2x4 BLOCKING BETWEEN
<br />TRUSSES WHERE 'X* 15R�
<br />15 PRESENT
<br />PRE-ENG G45LE TRUSS
<br />2x4 NAILER
<br />CONT. 2x4 RAT RUN SECURE
<br />I.-V W1 (2)12d's a EACH TRUSS
<br />TYF. TO BE INSTALLED a MID,
<br />POINT OF TRUSS SPAN, OR
<br />O.C. MAX.
<br />SECURE 2x(p PT. PLATE TO
<br />15LK W1 J'xe' ANCHOR BOLT W/
<br />2'WA5HER SET IN SIMPSON
<br />HIGH STRENGTH EPDXY I'
<br />EMBED. MIN. 111 32' OC MA>C
<br />%'THICK, 3 COAT
<br />PORTLAND CEMENT
<br />PLASTER APPLIED
<br />1-STORY DIRECTLY TO MA50NRY
<br />4
<br />BLOCK WALL
<br />Co SCALE: 3/4'=V-0'
<br />1/1(p. os�5� OR j, CDX
<br />TYVEK BUILDING WRAP
<br />FORTIP15ER BLDG PAP
<br />GALVD MTL. LATH
<br />I/V TEXTURED
<br />FINISH a WOOD
<br />)/W TO V MID WALL
<br />WEEP SCRIEED
<br />,20-
<br />-01 CMU
<br />-5/8' TEXTURED
<br />FINISH * MASONRY
<br />WEEP SCREED
<br />DETAIL @) WOOD TO
<br />2W"A "N IN
<br />SCALE: 11/2'-1'-0'
<br />DRYWALL
<br />— I
<br />/ I'X4' OR I-X2' P, T, NAILER
<br />1,4 — OR %.,x4' 11111, SECURE
<br />F]
<br />I VEND IAW
<br />INTO BLOCK W` 4f.' TAPCONS
<br />OR DRIVE PIN
<br />(MR SHAW
<br />. SIZE J45,
<br />IR HEAD SIZE SW
<br />Mpoolt
<br />MIR EM15EDI�IENT 1-41
<br />WITHIN S' Cr- EAC14 END 4 16'
<br />OC MAX SPACING
<br />DOOR CASING
<br />JAMD OR WINDOW
<br />ATTAC44 TO 2X PER
<br />MANUFACTURES DETAILS.
<br />NOTE� SHIM AS NEEDED TO PLU-0 JAM (DO NOT EXCEED W)
<br />DOOR JAMB
<br />TO BLOCK +3/4 OR +5/4
<br />WINDOW TO BLOCK +3/4 OR +5/4
<br />U-AA-)
<br />fCK 111/ 11'
<br />OR
<br />(MIN. SH" SIZE AS
<br />MIN_ HEAD SIZE 31M
<br />MR EMIBEOMENT I Y49
<br />WITHIN a, OF EACW END 4
<br />W O.C, MAX SPAC4NG.
<br />2>*� CE13
<br />SECURE TO BLOCK IJA
<br />TAPC� OR DRIVE PIN
<br />(MIK SHANK SIZE AS
<br />M:N. HEAD SIZE 3CO
<br />M N. 8-15EDMENT I Y49
<br />\\�:h*
<br />UT14IN V OF EAC44 END 4
<br />W OC. MAX SPACING.
<br />a, cm
<br />2XS: CEM
<br />DRYWALL.
<br />SECARM TO BLOCK WIZ-%'
<br />TAPCONS OR DRIVE PIN
<br />I'X4' OR I'X2' P.T. NAILER
<br />(MIN. 014AW SIZE A45
<br />DOOR CASING
<br />MIN HEAD SIZIE
<br />DOOR JAMB OR WINDOW
<br />MIN, EMBEDMENT I J'4')
<br />ATTAC44 TO 'X PER
<br />�Ijtt t �LF EA�t- I
<br />ACTURE6 DETAIL.,
<br />NOTE, SHIM AS NEEDED TO PIJJMlS JAMB (00 NOT EXCEED Y49
<br />DOOR JAMB TO BLOCK +1-1/2"
<br />rp_� WINDOW TO BLOCK +1-IZ2"
<br />ull SCALE�
<br />I -STORY GABLE
<br />A BLOCK WALL
<br />SCALE: 3/4'-I'-V
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />j'GYP5UM BOARD OR J'
<br />HIGH STRENGTH CLG.
<br />50AFRD
<br />CONC. FILLED LINTEL 5LK t
<br />(1) 05 REEAR CONTINUOUS
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-VALUES
<br />PRECA5T LINTEL
<br />WINDOW ATTACHMENT AS
<br />PER MANUFACTURES
<br />SPECIFICATIONS
<br />PRECAST SILL
<br />(1) 05 REEAR VERTICALLY
<br />W/ CONC, POURED CELL
<br />lx2 F.T. FURRING STRIPS
<br />6 Iro I O'C'
<br />a, CMU
<br />1/2, GYP. WL. 5D.
<br />WOOD BASE
<br />F15EFZGLASS SHINGLES
<br />BLOCKING BETWEEN
<br />OVER 030 FELT PAPER
<br />-----2x4
<br />TFRUSSE6 WHERE 'X' BRACING
<br />INSTALLED PER F5CR
<br />15 PRESENT
<br />FnO52.1 ON J' O.S.5.
<br />SHEATHING OR I- COX
<br />PRE-ENG GABLE TFPU55
<br />PLYWOOD SECURED PER
<br />FASTENER SCHEDULE
<br />CONT, 2x4 PAT RUN SECURED W/ (2)
<br />P.T. Ix2 W/ MTL. DRIP EDGE])
<br />12d's a EACH TRUSS
<br />2x4 OR 2xro SU5-5AND-J
<br />TO BE INSTALLED * MID. POINT OF
<br />PER ELEVATIONS TYF.
<br />TRU55 $PAN, OR O.C, MAX,
<br />VENTED ALUM. SOFFIT
<br />SEE ENERGY CODE FORMS
<br />FOR INSULATION R-vALUES
<br />5TIFF5ACK (SEE SEALED
<br />I'GYPSUM BOARD OR J'
<br />TRUSS ENG. FOR SIZE 4
<br />HIGH STRENGTH CLG.
<br />CONDITION . )
<br />BOARD
<br />O.SB. SHEATHING OR
<br />2x4 NAILER
<br />CDX PLYWOOD. ATTACHED
<br />PER FASTENER SCHEDULE
<br />2x4 a 241 O.C. o INTERIOR
<br />ON SHEET D5
<br />KNEE WALL
<br />'715' THICK, 3 COAT
<br />CONC. FILLED LINTEL 5LK W/
<br />PORTLAND CEMENT PLASTER
<br />(1) 05 RE5AR CONTINUOUS
<br />OVER EXPANDED GALVD
<br />METAL LATH ON FORTIF15ER
<br />PRECAST LINTEL
<br />JUM50TEX GRADE *0'
<br />WINDOW ATTACHMENT AS
<br />PAPER OVER TYVEK
<br />PER MANUFACTURES
<br />BUILDING WRAP (REFER TO
<br />SPECIFICATIONS
<br />STUCCO 5PECS FOR
<br />COMPLETE INFORMATION)
<br />PRECAST SILL
<br />WEEP SCREED
<br />(1) 05 REEAR VERTICALLY
<br />(SEE DETAIL 2)
<br />W1 CONC. POURED CELL
<br />SECURE GABLE TO 2xro P.T.
<br />Ix2 P.T. FURRING STRIPS
<br />PLATE W/ 12d'e, S' O.C, MAX
<br />O.C.
<br />SECURE 2xro PT. PLATE TO
<br />5LK W/ J'xe' ANCHOR BOLT
<br />a, cmu
<br />W/ 2'WA5HER SET IN 51MP5ON
<br />1/2' GYP. WL, ED.
<br />HIGH STRENGTH EfDOXY'l'
<br />WOOD BASE
<br />EMBED, MIN, is 32' OC MAX.
<br />V THICK, 3 COAT
<br />�72_
<br />PORTLAND CEMENT -
<br />4� f
<br />DIRE
<br />ZG
<br />4
<br />1-STORY GABLE
<br />W/ VAULT CLG.
<br />BLOCK WALL
<br />SCALE: 3/4'-V-0'
<br />NOTE:
<br />PER F5CR S052.1 - FOR ROOF SLOPES 2:12 TO
<br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
<br />SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF
<br />4:12 OR GREATER, (1) LAYER UNPERLAYMENT 15
<br />PERMITTED BUT MUST BE PER ASTM D22ro TYPE
<br />11, A5TM D 486S TYPE IV, OR ASTM D 6-15-1
<br />2X4, =1
<br />2X4, CE13
<br />2X4� CEO
<br />5E
<br />SECURE TO BLOCK W1
<br />SECURE TO BLOCK
<br />TAmToll._e.%wPl.w
<br />TAPCONS OR DRIVE I -IN
<br />TAPCONS OR DRIVE PIN
<br />(MIR SWANK SIZE J45
<br />tMIR SHANK SIZE 145
<br />(MIN. SHAW SIZE 146
<br />MIR HiiAv sizr mo
<br />I-ft WEAD SIZE 3m
<br />MIR HEAD 6129 300
<br />MK EMBEDMENT 1 Y4*)
<br />MTHIN 8' OF EAC44 END 4
<br />MIR EMBEIDMENT I V)
<br />WITHIN 9' OF EAC14 END 4
<br />MIN. EMBEDMENT I Y49
<br />WITHIN S' OF EACH END 4
<br />W O'C' MAX SPACING,
<br />18'OZ, MAX SPACING
<br />IS- OC. MAX SPACING.
<br />2X&: CEM
<br />SECURE TO BLOCK W12-V
<br />TAPCONS OR DRIVE PIN
<br />NOTE� STRUCTURAL 2X "AT
<br />BE ON OUTSIDE 0 SECURED
<br />2X6, CE12
<br />SECURE TO 151. CK I
<br />TAPOON RIVE ll�%'
<br />OCR e
<br />NOTE: STRUCTURAL 2X MUST
<br />2x&� CEO
<br />SECURE TO -gK4U/IW`4-
<br />TAPCCN6 OR
<br />(MIN. SHAW SIZE .145
<br />THROUGH NON-STRJCTURAl_
<br />(MIN. SHAW SIZE J49,
<br />ISE ON OUTSIDE 8 SECURED
<br />(MIN. Sk" SIZE A45
<br />MIN. HEAD SIZE 3"
<br />%' TARCON MIN. IA'
<br />MIN. 14EAP SIZE _WV
<br />THROUGH NON-$TRLk_-TURAL
<br />MIR HEAD SIZE 300
<br />MIN. SMISEPMENT 14.)
<br />EMBEDMENT INTO BLOCK.
<br />mK smwDMENT 02)
<br />' IAPCON MIR I-
<br />MIR EMBEDMENT I Y49
<br />WITHIN 8- OF CH 4
<br />LtA.Ir'
<br />,U
<br />WITHIN 8' OF EACH 90
<br />EMMOMENT INTO ELOCK
<br />WITHIN 8' OF EACH 040 4
<br />Iv 01C. M, Ax
<br />h'PKrWlALL
<br />10' Or-, MAX SPACING.
<br />a, cm
<br />W 0 C. MAX SPACING.
<br />2xa, cm
<br />I-X4' OR 00- P.T. NAILER
<br />2X9, CEM
<br />V DRYWALL
<br />2XS: c2m
<br />SECURE 1 BLOCK W/2 %.
<br />0
<br />TAPCCN6 OR r:> t'
<br />RIVE P
<br />_3W OJSIS� X 4'MIK
<br />I
<br />TA OR =t 1;�W
<br />I'X4* OR FX2'PT. NAILER
<br />SECURE TO BLOCK W/1-1/4'
<br />TAPCONS OR DRIVE PIN
<br />(MII,L SWANK SIZE J45
<br />DOOR CASING
<br />(MIN, SWANK SIZE A45
<br />DOOR CASING
<br />?MIN SHAW, SIZE J45
<br />MN HEAD SIZE _,M
<br />HEAD SIZE
<br />--DOOR JAMIS OR WINDOW
<br />MIN. W�
<br />"T
<br />DOOR JAMIS OR WINDOW
<br />MIR _300
<br />HEAD SIZE
<br />M:N. I y
<br />4')
<br />ATTAC44 TO 2X
<br />EE.SIZE
<br />MIN. EM MIIINT V1
<br />ATTACH TO 2X PER
<br />MIR EMBEDMENT I V)
<br />Wtj;4EM5EDMENT
<br />IN S' OP EAC44 END 4
<br />W Or-, MAX SPACING.
<br />MAMPACTUREOPTETAILS.
<br />WITHIN W OF EAC44 DO 4
<br />Ib'OJC. MAX OPAC4NG.
<br />MAILIFACTURES, DETAILS,
<br />, 4
<br />LUIT14IN a, OF EACH END 4
<br />IS- O.C. MAX SPACING
<br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49
<br />DOOR JAMB TO BLOCK +1-15 19"
<br />WINDOW TO BLOCK +1-15/1Q
<br />SCALE,
<br />2X4: =
<br />SECURE TO BLOCK LW V
<br />TAPCON* OR DRIVE PIN
<br />(MIN. SHAW SIZE 148
<br />MIN, MEAD SIZE 3m
<br />MIR EMBEDMENT I Y,
<br />WITH
<br />141.0-
<br />.. C,
<br />_ MAX
<br />2X6� CEM
<br />2.*
<br />TIAM TO E'L a
<br />NOTE: STRUCTURAL 2X MUST
<br />TAP.6 ORA%WlPi;�'
<br />IN
<br />BE ON OUTSIDE 4 SECURED
<br />(MIR SWANK SIZE J45
<br />THROUGH NON-STRICTURAL
<br />MIR HEAD SIZE 3CO
<br />TAPCON K I- I
<br />MIK EMBEDMENT 0.9
<br />T INTO OCK
<br />WITHIN 01- OF EAC44 END 4
<br />cm
<br />16 ' O.C� MAX SPACJNG.
<br />ORYWAL.1-
<br />2X0, CM=
<br />TE= To "L a
<br />I'X4' OR I-XV P.T. NAILER
<br />TA . OR =Wll�
<br />P.T. X 41 MIN,
<br />041N. SHAW, SIZE J45
<br />DOOR CASING
<br />MR HEAD SIZE 2�00
<br />--POOR JAMB OR WINDOW
<br />M:K EMBEDMENT I Y4V
<br />ATTAC44 TO 2X PER
<br />WIT14IN 8- OF EAC44 END 4
<br />18' OZ. MAX SPACiW..j
<br />MANLFACTURE5 PETAILA
<br />NOTE, SHIM AS NESPED TO PLUME, JAMB (00 NOT EXCEED Y49
<br />DOOR JAMB TO BLOCK +2 1/4"
<br />WINDOW TO BLOCK +2 1/4"
<br />D SCALE,
<br />NOTE: SHIM AS NESPEP TO PLUMB JAM (DO NOT EXCESO)49
<br />DOOR JAMB TO BLOCK +T
<br />WINDOW TO BLOCK +T
<br />E SCALE:
<br />2X4: CM
<br />"E=jO 5 K IllI.I.W
<br />TA O,�.
<br />(MlhL SHANK SIZE J48
<br />MIR HEAD SIZE 3CO
<br />MIK EMBEDMENT I V)
<br />WITHIN V OF: EACH END i
<br />19' OZ. MAX SPACING,
<br />NOTE: STPLICTURAL 2X MUST
<br />BE ON OUT64DE 4 SECUFIEP
<br />THROUGH NON-STRUCTLRAL
<br />2X6, CEM
<br />W.- TAPCON Mh'L 1-4.
<br />960JRE TO BLOCK W/2-V
<br />EMBEDMENT INTO BLOCK
<br />TAPO" OR DRIVE PIN
<br />(MIN. SWANK SIZE 145
<br />MIN. HEAD SIZE 300
<br />_)i DRYWALL
<br />[-UK EMBEDMENT I V)
<br />UNT14N S' OF EACW END 4
<br />I'X4' OR I'X2' P.T. NAILER
<br />10' Or- MAX SPACW.
<br />2ND 2X SECURE TO
<br />2X96 CEM
<br />STRUCTURAL MEMBER W/(2A2d
<br />M BLOCK W,12I;�
<br />WITHIN 8' OF EACH END 4 6'
<br />-
<br />T,A�TO
<br />ONSORDRIVE
<br />TO 0 -MAX
<br />Or
<br />eMINL SHANK- SIZE J49
<br />DOOR CASING
<br />"I
<br />M K HEAD SIZE 3co
<br />DOOR JAMB OR WINDOW
<br />M. rEM75ENDMENT I YW
<br />ATTACH TO 2X PER
<br />WITHIN $'OF EAC44 END 4
<br />19. 0, MAX SPACING.
<br />MANUFACTURES DETAIILS,
<br />NOTZ SHIM AS NEEDED TO MUM JAMB (00 NOT EXCRED)I49
<br />DOOR JAMB TO BLOCK +T
<br />(—v'\-- WINDOW TO BLOCK +3"
<br />NOTE: STRUCTURAL 2X MST
<br />BE CN OUTSIDE i SECURED
<br />THROUGH NON-STFMICTLRAL
<br />%'TAPCON MIN. I-y4'
<br />EMBEDMENT INTO BLOCK
<br />DRYWALL
<br />I'X4' OR I*X2' P.T. NAILLIR
<br />V.'OSS. X WMIK
<br />DOOR CASING
<br />DOOR JAM15 OR WINDOW
<br />ATTAC14 TO 2X PER
<br />MARVACTURE5 DETAILS.
<br />NOTE, SWIM AS NEEDED TO PLUM JAM (DO NOT EXCEED V)
<br />DOOR JAMB TO BLOCK +3-7/16"
<br />WINDOW TO BLOCK
<br />+3-7/16"
<br />S-CALE;
<br />2X4z
<br />SECURE TO BLOCK U�.'
<br />TAPCONS OR DRIVE PIN
<br />(MIR 614ANK SIZE J4b
<br />MIR 14EAD SIZE 300
<br />MIR EMBEDMENT I V)
<br />WITHIN 8- OF EAC44 ENE) 4
<br />18'0,C. MAX SPACW.
<br />2X6, CEM
<br />SECURE TO
<br />TAPCONb OR
<br />NOTE, T...L �x MUST.
<br />(MIN. SHAW SIZE J46
<br />ISE ON OUTSIDE 4 SECURED
<br />MIN. 14EAD SIZE 300 1
<br />THROUGH NM-STF41CTLPAL
<br />MIR EVIVIEDMEN 0� ')
<br />�6@ TARCON MR I V
<br />WITHIN el Or EA No 4
<br />EMBEDMENT INTO'gLOCK
<br />Is, oc� M AX SI�jW
<br />�:NORYWALL
<br />2X81 coo
<br />SECURE' ro BLOCK Wjj� 1/4.
<br />TAPOPNO OR DRIVE N
<br />I'X4'OR [-<2'P.T. NAILER
<br />1
<br />(MNN SWANK SIZE J46
<br />I' PT� X 4' MIN.
<br />MIN.4AD SIZE 300
<br />DOOR CASING.
<br />MIR EMBEDMENT I Y,')
<br />WIT14IN S' OF EACH END 4
<br />POOR JAMB OR WINDOW
<br />10' O.C. MAX SPAC�W�
<br />ATTAC44 TO X PER
<br />MANUFACTILIRES DETAILS.
<br />NOTE, $HIM AS NEEDED TO PLUMS JAMIS (DO NOT EXCEED Y49
<br />DOOR JAMB TO BLOCK +3 3/4"
<br />WINDOW TO BLOCK +3 3/4"
<br />SCALE;
<br />A R C N I T E 0 T Sn
<br />6
<br />GrWn
<br />oulOw. nar-
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX, 407-774-4078
<br />www.abdosigngroup.-
<br />6—AA #,. 0003325 --.j
<br />6.�
<br />1`4
<br />W76
<br />UNDM all Lo
<br />SILVERADO
<br />LOT 24
<br />BLK 6
<br />1pftoj=T#
<br />04128.000-02461
<br />MoDzxic
<br />4EHB
<br />"2605-HAYDEN"
<br />GAltAGE BWXKG:
<br />RIGHT
<br />PAC]&
<br />MONOLITHIC
<br />1-STORY
<br />WALL
<br />SECTIONS & NJOTES
<br />. B
<br />150 MPH EXP. B
<br />ARC*frECT`-.
<br />n Itt"
<br />DATM 11/09/17
<br />HICAU& 1/4"=V-0"
<br />nlcm=
<br />-,r,--N 3
<br />
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