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FIBERGLASS SHINGLES <br />OVER 1130 FELT PAPER <br />INSTALLED PER FBCR <br />R9052,7 ON a' O.S.B. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.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 />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I rI <br />'2EE ENERGY CODE FORMS <br />:OR INSULATION R-VALUES <br />' GYPSUM BOARD OR }' HIGI <br />,TRENGTH CLG. BOARD <br />:ONC. FILLED LINTEL ELK W/ <br />1) 05 REBAR CONTINUOUS <br />'RECAST LINTEL <br />LEE ENERGY CODE FORMS <br />OR INSULATION R-vALUES <br />)INDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 05 REBAR VERTICALLY <br />W/ CONIC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />m 16' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1-STORY <br />1 BLOCK WALL <br />1/16' OSB. OR }' COX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAP <br />GALv'D MTL, LATH <br />1/5' TEXTURED <br />FINISH m WOOD <br />')S' TO %' MID WALL <br />WEEP SCREED <br />zCL <br />F J <br />8' CMU <br />5/8' TEXTURED <br />FINISH m MASONRY <br />WEEP SCREED <br />DETAIL Cb WOOD TO <br />2 L��,n l V1V1V. <br />SCALE: I I/2'=1'-0' <br />���NOT USED <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />030 <br />2x4 BLOCKING BETWEEN <br />PER FBCR R905.21 ON <br />® <br />TRUSSES WHERE 'X' BRACI <br />OVER FELT PAPER <br />INSTALLED PER FBCR <br />TRUSSES WHERE 'X' BRACING <br />O.S.B. SHEATHING OR }' CDX <br />IS PRESENT <br />RS0521 ON I. O.S.B. <br />IS PRESENT <br />PLYWOOD SECURED PER <br />SHEATHING OR I' COX <br />FASTENER SCHEDULE <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG GABLE TRUSS <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 NAILER <br />FASTENER SCHEDULE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />2x4 OR 2x6 SUB -BAND <br />CONT. 2x4 RAT RUN SECURE <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />12d's m EACH TRUSS <br />PER ELEVATIONS <br />° <br />W/ (2) 12d's m EACH TRUSS <br />2x4 OR 2x6 SUB -BAND 0 <br />TO BE INSTALLED m MID. POINT OF <br />VENTED ALUM. SOFFIT <br />-P <br />o.N. <br />TO BE INSTALLED m MID. <br />PER ELEVATIONS TYP. <br />TRUSS SPAN, OR 10'-0' O.C. MAX, <br />- <br />POINT OF TRUSS SPAN, OR <br />VENTED ALUM. SOFFIT ° <br />SEE ENERGY CODE FORMS <br />STIFFBACK (SEE SEALED <br />10'-0' O.C. MAX. <br />FOR INSULATION R-VALUES <br />TRUSS ENG. FOR SIZE d <br />SEE ENERGY CODE FORMS <br />STIFF -BACK (SEE SEALED <br />I' GYPSUM BOARD OR " <br />CONDITION.) <br />FOR INSULATION R-VALUES <br />TRUSS ENG. FOR SIZE 1 <br />HIGH STRENGTH CLG. <br />16 O.S.B. SHEATHING OR #' <br />' GYPSUM BOARD OR %' <br />CONDITION.) <br />BOARD <br />COX PLYWOOD. ATTACHED <br />l <br />HIGH STRENGTH CLG. <br />j O.S.B. SHEATHING OR }' <br />2x4 NAILER <br />PER FASTENER SCHEDULE <br />BOARD <br />COX PLYWOOD. ATTACHED <br />2x4 m 24' O.G. m INTERIOR <br />ON SHEET D5 <br />PER FASTENER SCHEDULE <br />KNEE WALL <br />�/8' THICK, 3 GOAT <br />CONC. FILLED LINTEL BLK W/ <br />ON SHEET D5 <br />PORTLAND CEMENT PLASTER <br />(1) 05 REBAR CONTINUOUS <br />�/8' THICK, 3 COAT <br />CONC. FILLED LINTEL BLK W/ <br />OVER EXPANDED LASTED <br />SEE ENERGY CODE FORMS <br />PORTLAND CEMENT PLASTER <br />(1) S REBAR CONTINUOUS <br />METAL LATH ON FORTIF15ER <br />! <br />FOR INSULATION R-VALUES <br />OVER EXPANDED SALVED <br />JUMBOTEX GRADE 'D' PAPER <br />PRECAST LINTEL <br />METAL LATH ON FORTIFIBER <br />PRECAST LINTEL <br />OVER TYVEK BUILDING WRAP <br />WINDOW ATTACHMENT AS <br />JUM50TEX GRADE 'D' <br />WINDOW ATTACHMENT AS <br />(REFER TO STUCCO SPECS <br />PER MANUFACTURES <br />PAPER OVER TYVEK <br />PER MANUFACTURES <br />FOR COMPLETE INFORMATION) <br />SPECIFICATIONS <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />STUCCO SPECS FOR <br />WEEP SCREED <br />PRECAST SILL <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />(SEE DETAIL 2) <br />(I) M5 REBAR VERTICALLY <br />WEEP SCREED <br />(1) S REBAR VERTICALLY <br />SECURE GABLE TO 2x6 P.T. <br />W/ CONC. POURED CELL <br />(SEE DETAIL 2) <br />W/ CONC. POURED CELL <br />PLATE W/ 12d's 8' O.C. MAX <br />I <br />Ix2 P.T. FURRING STRIPS <br />SECURE GABLE TO 2x6 P.T. <br />x2 P.T. FURRING STRIPS I <br />m 16' O)C. <br />PLATE W/ 12d's 6' O.G. MAX <br />16O.C. <br />SECURE 2x6 PT. PLATE TO <br />8' CMU <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ 17'x9' ANCHOR BOLT W/ <br />I <br />I/2' GYP. WL. BO. <br />BLK W/ }'x9' ANCHOR BOLT <br />a, CMU <br />1/2 GYP. WL. BD. <br />2' WASHER SET IN SIMPSON <br />WOOD SASE <br />W/ 2' WASHER SET IN SIMPSON <br />-I-WOOD <br />HIGH STRENGTH EPDXY 7° <br />�' <br />HIGH STRENGTH EPDXY <br />BASE <br />EMBED. MIN. m 32' Or- MAX. <br />EMBED. MIN. m 32' OC MAX. <br />% THICK, 3 COAT <br />~ <br />%' THICK, 3 COAT <br />-r— <br />PORTLAND CEMENT <br />, <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />? <br />DIRECTLY TO MASONRY <br />NOTE <br />1- STORY GABLE <br />1-STORY GABLE <br />PER FBCR S052.'1 - FOR ROOF SLOPES 2:12 TO <br />BLOCK WALL <br />W/ VAULT CLG. <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />1 <br />A SCALE: 3/4'=1'-0' <br />�� <br />!1 L2\ BLOCK WALL <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />SCALE: 3/4'=I'-O' <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />11, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />8' CM1U <br />Y4' DRYWALL <br />VX4' OR 17(2' P.T. NAILER <br />Ix4 PT. OR y MEN. E <br />THEW <br />EXTEND 14111 <br />INTO BLOCK <br />W/ 4V TAPCONB <br />OR DRIVE IN <br />❑ (MIN SHANK SIZE .I45 <br />MIN. HEAD SIZE 300 <br />MN EMBEDMENT 4 E <br />WITHIN X OF EACH END 4 B' <br />OC. MAx SPACING <br />DOOR CASING <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )W) <br />DOOR JAMB TO BLOCK +3/4 OR +5/4 <br />1 WINDOW TO BLOCK +3/4 OR +5/4 <br />+`LI SCALE: <br />2X4: <br />SECURE TO BLOCK UP ar.' <br />TAPCONS OR DRIVE PIN <br />(MIN SHANK SIZE J48 <br />MIN. HEAD SIZE 300 <br />MN. EMBEDMENT I W) <br />WITHIN 8' OF EACH END 4 <br />B' O -, MAX SPACING. <br />2X6: CEO <br />aEcweE TO BLocK W/!-jfe' <br />PIN <br />B ORAH( <br />(MIR WANK SIZE <br />MN. 7E U <br />a <br />MM. HEAD SIZE 900 <br />MIN EMBEDMENT I V) <br />WITHIN 8' OF EACH END 4 <br />B' OC. MAX SPACING. <br />2X6 CEO <br />Y' DRYWALL <br />SECURE TO BLOCK W*-jf ' <br />TAPCONB OR DRIVE PEN <br />I'X4' OR I'M' P.T. NAILER <br />(MIN SHANK SIZE .145 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT OW) <br />ATTACH TO 2X PER <br />WITHIN t OF EACH END 4 <br />MANLFAC7URE8 DETAILS. <br />NOTE: WM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +1-1/2" <br />B WINDOW TO BLOCK +1-1 2 <br />SCALE: <br />2X4: CM <br />SECURE TO BLOCK UV' <br />TAPCONS OR DRIVE PM <br />(HIN. SHANK SIZE Job <br />MIN HEAD SIZE 300 <br />MIN EMBEDMENT IY') <br />WITHIN 8' OF EACH END 4 <br />18' OC. MAX SPACING. <br />2X6, CEIM <br />SECURE To BLOCK WJ-4w <br />NOTE: STRUCTURAL 2X MUST <br />TAPCONS OR DRIVE PM <br />BE ON OUTSIDE I SECURED <br />(MIN SHANK SIZE .145 <br />❑ <br />TIROUGH NON-STRUCTURAL <br />MDA HEAD SIZE 300 <br />%' TAPCON MU4. I -A' <br />HER EMBEDMENT I Y4.) <br />EMBEDMENT INTO BLOCK <br />WITHIN e' OF EACH END 4 <br />a' CI`N <br />8, <br />13' OC. MAX SPACING. <br />DRYWALL <br />2X6: ® <br />SECURE TO BLOCK W/U-%' <br />rX4' OR I'X2' P.T. NAILER <br />TAPGONS OR DRVE PIN <br />)6' 09B. X 4' MIN <br />(MN. SHANK 817E .145 <br />DOOR C46WY= <br />MIN HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I V) <br />ATTACH TO 2X PER <br />WITHIN 6 CP EACH END I <br />MAMFAC7U . DETAILS. <br />NOTE, WM AS NEEDED TO PLUMB JAM (DO NOT EXCEEO)4 ) <br />DOOR JAMB TO BLOCK +1-15/16" <br />r1 WINDOW TO BLOCK +1-15/16" <br />j SCALE: <br />2X4, <br />SECURE TO BLOCK W 1 <br />TAPCONB OR DRIVE PIN <br />(MIK SHANK SIZE A45 <br />MIN HEAD 812E 300 <br />MR EMBEDMENT 149 <br />WITHIN e' OF EACH END 4 <br />b' OC. MAX SPACNG. <br />2xb: CEO <br />SECURE TO BLOCK W/1-3(c' <br />NOTE: STRUCTURAL 2X MUST <br />TAPCONS OR DRIVE PIN <br />❑ <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK SIZE J45 <br />THROUGH NON-BTRICTURAL <br />MIN HEAD SIZE <br />PCCN HER <br />� <br />IN. Y4'1 <br />MEMBEDMENT 1 Y. <br />NWT INTO BLOCK <br />WITHIN 8' OF EACH END A <br />a' CMU <br />18' OC. MAX SPACING. <br />Ii' DRYWALL <br />2XS, ® <br />SECURE TO BLOCK W2-Ul(�' <br />i'X4' OR 1'M' P.T. NAILER <br />TAPCONS OR DRIVE PN <br />I' P.T. X 4' MIN <br />(MIN. SHANK SIZE J4S <br />DOOR CASING <br />INA H MEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MN. EMBEDMENT I)1111 <br />ATTACH TO 2X PER <br />WITHIN In OK EACH END A <br />MANIFACTURES DETAILS, <br />NOTE: SWIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED V ) <br />DOOR JAMB TO BLOCK +2 1/4" <br />�n1 WINDOW TO BLOCK +2 1/4" <br />SCALE: I.."S <br />2X4: CM <br />SECURE TO BLOCK W ifN' <br />7APCONS OR DRIVE PM <br />MIN SHAW SIZE .145 <br />MIN. HEAD 812E 300 <br />MN. EMBEDMENT I V) <br />WITHIN 8' OF EACH END 4 <br />B' O.C. MAX SPACNG. <br />2Xb, CEO <br />SECURE TO BLOC K WR-V <br />CONS <br />TAPOR DRIP£ PM <br />NOTE: STRIKTURAL 2X MUST <br />(MIN. SHAH( 912E .I45 <br />BE ON OUTSIDE 4 SECURED <br />MN. HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN. EMBEDMENT I Y') <br />%' TAPCON MIN. 1-Y' <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />W OC. MAX $PACING. <br />B' CMU <br />2x6: ® <br />K' DRYWALL <br />SECURE TO BLOCKC <br />A(i <br />TAPCONS OR DRIV <br />I'X4' OR 1'X2' P.T. NAILER <br />(MIN SPAW SIZE .14 <br />DOOR CASING <br />MN, HEAD SIZE <br />DOOR JAMB OR WINDOW <br />I <br />MN, EMBEDMENT I Y <br />ATTACH <br />ATTACH 70 2X PER <br />WITHIN 8u OF EACH <br />TUREB DETAILS. <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +3" <br />WINDOW TO BLOCK +T <br />L ` SCALE: <br />2X4: CM <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PIN <br />(MN. SHAW SIZE .145 <br />MIN HEAD SIZE 300 <br />MN. EMBEDMENT 049 <br />WITHIN 8' CP EACH END 4 <br />B' OC. MAX SPACING. <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRJCTURAL <br />2X6: ® <br />' TAPCON MIN. I-V <br />SECURE TO BL OCK W/2-j(H' <br />EM SEDMEM BLOCK <br />TAPGONS OR DRIVE PIN <br />(MN. SHANK SIZE .W5 <br />❑ <br />MIN HEAD RISE 300 <br />W DRYWALLINTO <br />MIN EMBEDMENT I V) <br />WHEN 8' OF EACH END A <br />OR I'M' P.T. NAILER <br />IS- OC. MAX SPACING. <br />2ND 2x SECURE TO <br />2X6, CSW <br />8TRUCTURAL MEMBER -2I: <br />6ECURE TO BLOCK W/U-%' <br />WITHIN V OF EACH END I V <br />TAPCONS OR DRIVE PIN <br />TO 8' O.C. MAX <br />(MIN SHANK SIZE .10 <br />DOOR CASING <br />MM, HEAD RISE 300 <br />DOOR JAMS OR WINDOW <br />MINA EMBEDMENT IY.1 <br />ATTACH r0 2X PER <br />WITHIN 8' OF EACH END A <br />18' OC. MAX 6PACwa <br />MANUFACTURES DETAILS. <br />NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +T <br />F WINDOW TO BLACK +T <br />SCALE: <br />2X4: CM <br />SECURE TO OLD= UUYi <br />7APCONS OR DRIVE PIN <br />(MIN SHANK SIZE J4b <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' OF EACH END A <br />18' OC. MAX SPACING. <br />2Xb: CEO <br />SECURE TO BLOCK UWI-I/4' <br />NOTE: STRUCTURAL 2X MUST <br />OR DRIVE PIN <br />TIN. <br />BE ON OUTSIDE A SECURED <br />SHAONSW <br />MIN SHANK SIZE .I45 <br />7HR000N NON-STRUCTURAL <br />MIN HEAD SIZE <br />%' TAPCON MIN I- <br />M. MEMEMBEDMENTI Y') <br />Y. <br />EMEEDMNT EINTO BLOCK <br />WITHIN B' OF EACH END 4 <br />ID' OC. MAX SPACING. <br />8' CM1U <br />2x8: ® <br />JV DRYWALL <br />SECURE TO BLOCK WUI-1/4' <br />I'114' OR 1'12' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />71r' O.SUB. X 4' MIN <br />(MEN. SHANK SIZE J45 <br />M IR HEAD SIZE 3" <br />DOOR CASING <br />MIN. EMBEDMENT IYi) <br />WITHIN w OF EACH ENDG4 <br />DOOR JAMB OR WINDOW <br />AMTTAC44 TO It <br />IS ' OC. MAX SPACIN. <br />MANU <br />FACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7 16" <br />SCALE: <br />2X4, CM <br />SECURE TO BLOCK UUYi <br />TAPOONS OR DRIVE PIN <br />(MIN SHANK SIZE .W5 <br />MIN. HEAD SIZE 300 <br />M6A EMBEDMENT IYi ) <br />WITHIN 8' OF EACH END 4 <br />18' OC. MAX SPACING. <br />2X6: CEW <br />SECURE TO BLOCK W/1-114' <br />TAPCON6 OR DRIVE PIN <br />NOTE: 674a)C7URAL 2X MUST <br />(MIN. SHANK 817E J49 <br />BE ON OUTSIDE 4 SECURED <br />MIN HEAD SIZE -400 <br />THROUGH NON-STRUCTURAL <br />MIN EMBEDMENT I Y.') <br />�(' TAPCON MIN I-Y' <br />WITHIN 6' OF EACH END 4 <br />EMBEDMENT N70 BLOCK <br />18' OC. MAX SPADING. <br />e' CMU <br />2X6 ® <br />Y4' DRYWALL <br />BEGIJI� TO BLOCK UN-1/4' <br />TAPCONS OR DRIVE PIN <br />1'14' OR 17O' P.T. NAILER <br />(MIN SHANK 817E .10 <br />1' P.T. X 4' MIN <br />MM. HEAD 817E <br />DOOR CASING <br />1 V <br />MIN EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 4 <br />OC. MAX SPACING. <br />ATTACH TO 2XPERIB' <br />MANUFACTURES DETAILS. <br />NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 <br />DOOR JAMB TO BLOCK <br />+3 3/4' <br />�u1 WINDOW TO BLACK <br />+3 3/4" <br />SCALE. <br />A R C N I T E C T R <br />M ej$n <br />Grou,01... <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774 6078 <br />FAX: 407-774.4078 <br />www.a bdesigngrouP.00m <br />AA #: 0003325 <br />F <br />w <br />h <br />w <br />0 <br />0 <br />F <br />0 <br />IrUHDIN. a LOT.SILVERADO <br />LOT #3 <br />BLK #7 <br />noj=T1y <br />04128.000-00371 <br />i[ODBIs <br />4EBB <br />"1828- CALI" <br />OARAOZ BTaNG: <br />LEFT <br />PAO& <br />MONOLITHIC <br />1-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />/I <br />DA 10/i 7 <br />BCALJk 1/4"=1'-O" <br />BiIBET <br />1)3 <br />