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FIBERGLASS SHINGLES <br />OVER *30 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON Ij' O.S.B. <br />SHEATHING OR �, CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />I.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />EMBED. STRAP VERIFY W/ <br />TRUSS PLAN <br />5/B' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />WOOD <br />CONSTTRRUC�TIOT <br />I rl <br />SEE ENERGY CODE FORMS <br />;OR INSULATION R-VALUES <br />' GYPSUM BOARD OR %' HIG <br />TRENGTH CLG. BOARD <br />:ONC, FILLED LINTEL BLK W/ <br />U 4'5 REBAR CONTINUOUS <br />'RECAST LINTEL <br />EE ENERGY CODE FORMS <br />OR INSULATION R-vALUES <br />IINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) •5 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.C. <br />8' CMU <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />1—STORY <br />1 BLOCK WALL <br />SCALE: 3/4' = P-O' <br />1/16' O.S.B. OR j' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAP <br />GALV'D MTL. LATH <br />1/8' TEXTURED <br />FINISH 0 WOOD <br />Ye' TO %' MID WALL <br />WEEP SCREED <br />z(L <br />F J <br />-8' CMU <br />-5/8' TEXTURED <br />FINISH m MASONRY <br />WEEP SCREED <br />DETAIL @) WOOD TO <br />BLOCK CONNECTION <br />SCALE: I 1/2'=1'-0' <br />���NOT USED <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR R9052.'1 ON il' <br />O.S.B. SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK (SEE SEALED <br />TRUSS ENG. FOR SIZE d <br />CONDITION.) <br />O.S.B. SHEATHING OR I' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />1/V 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 />WEEP SCREED <br />(SEE DETAIL 2) <br />SECURE GABLE TO 2x6 P.T. <br />PLATE W/ 12d's 8' O.G. MAX <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' 5R,4 <br />IS PRESENT <br />I PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />m" W/ (2) 12d's ® EACH TRUSS <br />TYP. TO BE INSTALLED 0 MID- <br />O.". <br />POINT OF TRUSS SPAN, OR <br />10'-0' O.C. MAX. <br />SECURE 2x6 PT. PLATE TO <br />4I, <br />BLK W/ j'xV ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. 0 32' Or- MAX- <br />5/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />DIRECTLY TO MASONRY <br />z < <br />L <br />0 <br />8' CMU <br />K' DRYWALL <br />I'X4' OR I'X2' P.T. NAILER <br />N4 PT, OR VX4' MIN SECURE <br />❑ <br />THRU FRAME 4 EXTEND I-V <br />INTO BLOCK W/ %, TAPCONS <br />OR DRIVE PIN <br />(MIN SHANK 812E.149, <br />MIN HEAD 912E 3049 <br />0 <br />❑ <br />MM EMBEDMENT I -A' <br />WITHIN 8' OF EACH END 4 b' <br />OZ. MAX SPACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )" ) <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />A WINDOW TO BLOCK +3 4 OR +5 4 <br />SCALE: V-F-0' <br />2X4. CM <br />SECURE TO BLOCK UV�U(. ' <br />tAPCONB OR DR V£ P1 <br />(MIN SHANK SIZE .10 <br />MIN HEAD 913E "0 <br />MIN. EMBEDMENT OW) <br />WITHIN 8' OF EACH END 4 <br />IS- OL. MAX 8PACMG. <br />2X6: CEO <br />SECURE TO <br />SECURE TO BLOCK WPIN <br />TAPCONS DRIVE PM <br />(MIN SHANK SIZE .145 <br />❑ <br />MIN, HEAD SIZE 300 <br />MIN, EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 4 <br />b' OL. MAX SPACING, <br />e, CMUJ <br />2X8: CEO <br />1$' DRYWALL <br />SECURE TO BL <br />TAPCONS OR DRIVE PIN <br />1'X4' OR I'X2' P.T. NAILER <br />(MIN SHANK SIZE U45 <br />DOOR CASING <br />MIN HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIL EMBEDMENT I V) <br />ATTACH TO 2X PER <br />WITHIN S' OF EACH END 4 <br />18' OL, MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE, SHM AS NEEDED TO PLU-16 JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK +1-1/2" <br />%n1 WINDOW TO BLOCK +1-1/2" <br />SCALE: I'.1'-0' <br />1—STORY GABLE <br />11A- BLOCK WALL <br />U SCALE: 3/4'=1'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' GYPSUM BOARD OR <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK I <br />(1) 05 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(U 115 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />m I6' O.C. <br />8' CMU <br />I/2' GYP. WL. BD. <br />WOOD BASE <br />2X4, <br />SECURE TO BLOCK W/' <br />TAPCONS OR DRIVE PM <br />(MIN, 8 4AW 912E J45 <br />MIN. HEAD SIZE S00 <br />MIN. EMBEDMENT IY') <br />WITHIN 8' OF EACH END 4 <br />b' O.C. MAX SPACING. <br />2x6, OW <br />SECURE TO BLOCK W/4-',(�' <br />NOTE, STRUCTURAL 2X MUST <br />TAPCOIS OR DRIVE PIN <br />BE ON OUTSIDE 4 SECURED <br />(MIN, SHANK 912E .145 <br />THROUC=H NON-9TR)CTURAL <br />MIN, HEAD s12P 300 <br />N4' TAPCON MIN 1-V <br />MIN EMBEDMENT I Y.') <br />EMBEDMENT INTO BLOCK <br />WITHIN S'OF EACH END 4 <br />8. CN11J <br />b' OL. MAX SPACING. <br />Y4' DRYWALL <br />2X8: ® <br />SECURE TO BLOCK W/U-%' <br />I'X4' OR 170' PT, NAILER <br />TAPCONS OR DRIVE PIN <br />)6' OSAS. X 4' MIL <br />MIN. SH(041K SIZE .145 <br />DOOR CASING <br />MIN HEAD 912E 300 <br />DOOR JAMB OR WINDOW <br />MIN, EMBEDMENT IV) <br />ATTACH TO 2X PER <br />WITHIN S' OF EACH END 4 <br />IS' OL. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB <br />TO BLOCK +1-15 16" <br />%1 WINDOW TO BLOCK +1-15/ 6' <br />SCALE, <br />2X4: <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRVE PIN <br />(MIN SHANK SIZE .145 <br />MIN, HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 4 <br />IS'O.C. MAX SPACING. <br />2X6: CID <br />SECURE TO BLOCK W/2-I(' <br />NOTE: 9TRJOTURAL 2X 1101 <br />TAPCONS OR DRIVE PIN <br />BE ON OUTSIDE 4 SECURED <br />(MIN SWAN< SIZE J45 <br />TH OUGN NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />3(' TAPCON MIL i-V <br />MK EMBEDMENT IY') <br />EMBEDMENT INTO BLOCK <br />WITHIN e' O: EACH END 4 <br />a, cm <br />b' OL. MAX SPACING. <br />Y' DRYWALL <br />2X8, CSJ <br />SECURE t0 BLOCK WR-i(i <br />I`X4' OR I'X2' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />i' P.T. X 4' MIN. <br />(MIN. SHANK SIZE .145 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I W) <br />ATTACH TO 2X PER <br />WITHIN V OF EACH END 4 <br />MAX SPACING. <br />MANUFACTURE. DETAILS. <br />NOTE, SWIM AS NEEDED TO PLLMB JAMB (DO NOT EXCEED Ys9 <br />DOOR JAMB TO BLOCK +2 1/4" <br />�r11 WINDOW TO BLOCK +2 1/4" <br />SCALE: <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RS05.2.1 ON J' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION.)- <br />O.S.B. SHEATHING OR I' <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET 05 <br />1/8' THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIFIBER <br />JUMBOTEX GRADE 'D' <br />PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR <br />COMPLETE INFORMATION) <br />WEEP SCREED <br />(SEE DETAIL 2) <br />SECURE GABLE TO 2x6 P.T. <br />PLATE W/ 12d's 8' O.G. MAX <br />SECURE 2x6 PT- PLATE TO <br />BLK W/ i'x9' ANCHOR BOLT <br />W/ 2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 7' <br />EMBED. MIN. * 32' OC MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />IS PRESENT <br />I PRE-ENG GABLE TRUSS <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />12d's 0 EACH TRUSS <br />o, TO BE INSTALLED ® MID. POINT OF <br />TYP. TRUSS SPAN, OR 10'-0' O.C- MAX. <br />o." SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />j' GYPSUM BOARD OR %' <br />HIGH STRENGTH CLG. <br />BOARD <br />2x4 NAILER <br />2x4 0 24' O.G. a INTERIOR <br />KNEE WALL <br />CONC. FILLED LINTEL BLK W/ <br />(1) S REBAR CONTINUOUS <br />DIRECTLY TO MASONRY — \ w l , <br />z� <br />�o <br />1—STORY GABLE <br />W/ VAULT CLG. <br />BLOCK WALL <br />1 L SCALE: 314'-1'-0' <br />2X4, cm <br />SECURE TO BLOCK W( U.' <br />TAPCONS OR DRIVE PIN <br />(MIN. SWAN_ SIZE .145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I ') <br />WITHM 8. OF EACH END 4 <br />18' OL. MAX SPACING, <br />2X6, CID <br />SECURE TO BLOCK W/2-4v <br />TAPOONS OR DRVE PIN <br />NOTE: STRUCTURAL 2x MUST(MIN. <br />SHANK SIZE .W5 <br />BE ON OUTSIDE 4 SECURED <br />MN. HEAD SIZE 900 <br />THROUGH NON-STRUCTURAL <br />MIN, EMBEDMENT I Y.') <br />%' TAPCON MIR I-W <br />WITHIN e' OF EACH END 4 <br />MBEDMENT INTO BLOCK <br />ISOZ. MAX 8PACMG, <br />'2X8, <br />F <br />® <br />' DRYWALL <br />SECURE TO BLOCK W/t•'iG' <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I'XV P.T, NAILER <br />(MIN. SHANK SIZE <br />DOOR CASING <br />0 <br />MIR HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN e' MAXEACH END 4 <br />b' O.C. x BPACMCx <br />MANUFACTURES DETAILS. <br />NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +3" <br />J--I SCALE, <br />2X4, cm <br />SECURE TO BLOCK W/ 54 <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE U45 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT I <br />EN D <br />b' O.C.18. e' OF EACH ENMAX SPACING. <br />NOTE. STRUCTURAL 2X MUST <br />BE ON OUTSIDE A SECURED <br />THROUGH NON- 7URAL <br />2X6: CEOEM <br />MIN I. J',' <br />SECURE TO BLOCK W/2-56' <br />EMBEDMENT INTBO BLOCK <br />TAPCONS OR DRIVE PM <br />(MIN SHANK SIZE .H5 <br />B, CMU <br />MIN HEAD SIZE 900 <br />K' DRYWALL <br />MR EMBEDMENT I Y.') <br />WITHIN B' OF EACH END 4 <br />I'X4' OR I'X2' PT. NAILER <br />18' OL, MAX SPACNG. <br />ZX SECURE TO <br />2X8, C2m <br />TRUCTURAL MEMBER W/(2U2d <br />SECURE TO BLOCK W/2.%' <br />ITHM 8'OF EACH END 4TAPCONS <br />OR DRIVE PIN <br />UND <br />O 6' OL. MAX <br />(MIN SHANK 812E .145 <br />OOR CASING <br />MM. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN EMBEDMENT I V) <br />ATTACH TO 2X PER <br />WITHIN S' OF EACH END 4 <br />W. OL. MAX SPACING. <br />HAJLPAC7URE8 DETAILS. <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3" <br />is1 WINDOW TO BLOCK +3" <br />1SCALE: I'.I'-0' <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 5 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />0 16' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />NOTE: <br />PER FBCR S05.21 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />II, ASTM D 4865 TYPE Iv, OR ASTM D 6151 <br />2X4: <br />SECURE TO BLOCK WNi <br />TAPCONS OR DRIVE PIN <br />(MIN. SWANK SIZE .145 <br />MIN 14EAD SIZE 300 <br />MIN EMBEDMENT I Y'1 <br />WITHIN 8' OF EACH END 4 <br />IB' 04. MAX SPACING. <br />2x6, CEONOTE: <br />SECURE TO BLOCK W/I-V4' <br />STRUCTURAL 2X MU9t <br />TAPCONS OR DRIVE PIN <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK SIZE J45 <br />THROUGU NON-STRUCTURAL <br />MIL HEAD SIZE 300 <br />IY' 7APCON NUJ. I•Y.' <br />MIN EMBEDMENT I )1,') <br />EMBEDMENT INTO BLOCK <br />WITHIN 8. OF EACH END 4 <br />18' OL. MAX SPACING. <br />8' - <br />2X8, CM <br />)v DRYWALL <br />SECURE TO BLOCK W/I-V4' <br />1514' OR 1'XS' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />V CAB. X 4' MIN, <br />(MIN, SHANK SIZE .145 <br />MIN HEAD 812E 300 <br />DOOR CASING <br />MIN EMBEDMENT I Y.') <br />WITHIN 8' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />IS' OL. MAX SPACING, <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7 16" <br />SCALE: I'.1'-0' <br />2X4: CEO <br />SECURE TO BLOCK WH' <br />TAPCON9 OR DRIVE PIN <br />(MIN SHANK SIZE .145 <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT 1)W) LA <br />WITHIN 8' OF EACH END 4 <br />18' O.C. MAX SPACING, <br />2X6: <br />SECURE TO BLOM W/1-1/4' <br />TAPCCNB OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MUST <br />(MIN SHANK SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />MIL HEAD SIZE JIM <br />THROUGH NON-STRUCTURAL <br />MIN, EMBEDMENT I),4) <br />%' TAPCOd MIN I ' <br />WITHIN 0' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />IB' OC. MAX SPACING. <br />8, GMIU <br />2X8, CEM <br />1S DRYWALL <br />SECURE TO BLOCK 9/I-114' <br />TAPCONS OR DRIVE PIN <br />lw <br />I'X4' OR I-' PT. NAILER <br />(MIN. SHANK 812E .145 <br />I' P.T. X 4• MIN <br />MIN. HEAD SIZE 300 <br />DOOR CAGING <br />MIN EMBEDMENT I Y.') <br />WITHIN e' OF EACH END 8 <br />DOOR JAMB OR WINDOW <br />b' OL. MAX 8PACING. <br />ATTACH TO 2X PER <br />NU MAFACTURES DETAILS. <br />NOTE, BRIM A9 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK <br />+3 3/4" <br />�u1 WINDOW TO BLOCK <br />+3 3/4" <br />SCALE, <br />A R C N I T E C T 3 <br />6 <br />Design <br />Grou l�e. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />AA 14: 0003325 <br />w <br />y <br />b <br />0 <br />0 <br />IN <br />m <br />N <br />E <br />t� <br />F <br />0 <br />A <br />oulmm ea LOT. <br />SILVERADO <br />LOT #19 <br />BLK #6 <br />0412 0000-01961 <br />HODELa <br />4EGB <br />"GALEN" <br />GARAGE E VVfG: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150MPH EXP. B <br />rpnmNT Dwli/8/17 <br />9CAL,1 /4"= l'- 0" <br />eHEW <br />D 3 <br />