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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R905.2.1 ON 126' O.S.B. <br />SHEATHING OR 2 CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />'.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 />s/s' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />iEE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />' GYPSUM BOARD OR 1' HIGI <br />TRENGTH CLG. BOARD <br />:ONC. FILLED LINTEL ELK W/ <br />1) 15 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) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />0 I6' 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' = I'-O' <br />1/16' O.S.B. OR }' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAPE <br />GALVD MTL. LATH <br />TEXTURED <br />WOOD FINISH 19 WOOD <br />CONSTRUCTION Ye' TO 5/e' MID WALL <br />WEEP SCREED <br />z� <br />CMU <br />TEXTURED <br />FINISH - MASONRY <br />WEEP SCREED <br />DETAIL C� WOOD TO <br />LOCK CONNECTION <br />SCALE: 1 1/2'=1'-0' <br />FIBERGLASS SHINGLES OVER <br />030 FELT PAPER INSTALLED <br />PER FBCR R9052.1 ON 16' <br />O.S.B. SHEATHING OR J' 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 AT ALL UPRIGHTS <br />OVER 4'-10' HIGH (SEE <br />SEALED ENG. FOR SIZE 4 <br />CONDITION.) <br />O.S.B. SHEATHING OR <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET 05 <br />1/6' 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 />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRAC <br />IS PRESENT <br />PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT.2x4 RAT RUN SECURE <br />-m' W/ (2)12d's IS EACH TRUSS <br />TYP. TO BE INSTALLED o MID. <br />o.H. <br />POINT OF TRUSS SPAN, OR <br />10,-0' O.G. MAX. <br />SECURE GABLE TO 2x6 P.T. J <br />PLATE W/ 12d's 8' O.C. MAX <br />4 <br />SECURE 2x6 PT. PLATE TO <br />I <br />BLK W/ }'x9' ANCHOR BOLT W/ <br />2' WASHER SET IN 51MPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. 6 32' OC MAX. — <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />I <br />PLASTER APPLIED m <br />DIRECTLY TO MASONRY a <br />Q <br />1S• DRYWALL <br />I•X4. OR I•X2- P.T. NAILER <br />OR E'X4' MIN. SECURE <br />❑ <br />T. J F I-Y., <br />TNRU FRAME +EXTEND I-Y.' <br />INTO BLOCK W/ it TAPCONS <br />OR DRIVE PIN <br />(MIN. 9HMIK SIZE 145 <br />IL MHEAD SIZE 3000 <br />❑ <br />MIN EMBEDMENT I-Y.' <br />WITHIN S' OF EACH END 4 IS- <br />OC. MAX 9PACING <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MANFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />�n1 WINDOW TO BLOCK +3/4 OR +5/4 <br />CS <br />9DALE: 1'.I <br />2X4: CM <br />SECURE TO BLOCK W/ V <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />MIL HEAD SIZE 300 <br />MN. EMBEDMENT I J") <br />WITHIN 8' OF EACH END 4 <br />IS' O.C. MAX SPACING. <br />2x6: CEO <br />SECURE TO BLOCK W/J-% <br />i6PCON9 OR DRIVE PIN <br />(MIN SHANK SIZE .145 <br />❑ <br />MIN. HEAD SIZE 300 <br />MM. EMBEDMENT I V) <br />WITHIN 8' OF EACH END + <br />18' OC, MAX SPACING. <br />8' CMU <br />2X8: ® <br />)S' DRYWALL <br />SECURE TO BLOCK W/J-%' <br />TAPCON9 OR DRIVE PIN <br />I-X4- OR I-' P.T. NAILER <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MR HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIL EMBEDMENT I Y,') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END + <br />Is, OC. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SWIM A9 NEEDED TO FLU'15 JAMB (DO NOT EXCEED Y.') <br />DOOR JAMB TO BLOCK +1-1 <br />B WINDOW TO BLOCK +1-1 2//2" <br />SCALE: <br />1—STORY GABLE <br />BLOCK WALL <br />1 SCALE: 3/4'=I'-O' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />sg' 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 />(I) 05 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />® 16' O.C. <br />S' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES — <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON I,' 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 />5TIFFBACK AT ALL <br />UPRIGHTS OVER 4'-10' <br />HIGH (SEE SEALED ENG. <br />FOR SIZE 4 CONDITION.)— <br />O.S.B. SHEATHING OR 2 <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />ON SHEET D5 <br />1/6' THICK, 3 COAT <br />PORTLAND CEMENT PLASTER <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIF15ER <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.C. MAX <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ J'xY ANCHOR BOLT <br />W/ 2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY 1' <br />EMBED. MIN. e 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 o EACH TRUSS <br />m. TO BE INSTALLED o MID. POINT OF <br />TYP TRUSS SPAN, OR 10'-0' O.G. MAX. <br />c.H 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 a 24. O.G. e INTERIOR <br />KNEE WALL <br />CONC. FILLED LINTEL BLK W/ <br />(1)"S REBAR CONTINUOUS <br />DIRECTLY TO MASONRY \ o <br />z <br />�o <br />1—STORY GABLE <br />W/ VAULT CLG. <br />Uj—B—p� BLOCK WALL <br />SCALE: 3/4' = I'-0' <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(U 05 REBAR VERTICALLY <br />W/ GONG. 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 />NOTE: <br />PER FBCR 9052.1 - 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, A5TM D 4869 TYPE IV, OR ASTM D 6151 <br />2X4, ® <br />2X4: ® <br />2X4: CEO <br />SECURE TO BLOCK W/ i(.' <br />SECURE TO BLOCK W/ 'i(.' <br />SECURE TO BLOCK Wd' <br />TAPCON9 OR DRIVE PIN <br />TAPCO46 OR DRIVE PIN <br />TAPCONS OR DRIVE PIN <br />(MIN. SHAY, SIZE J45 <br />(MIN. SHANK SIZE J45 <br />(MIN. SWANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIL MEAD SIZE 300 <br />MIN. EMBEDMENT I Y.') <br />MIN. EMBEDMENT I V) <br />MIN. EMBEDMENT I Y,') <br />D + WITHIN S' OF EACH EN <br />WITHIN 8' OF EACH END + <br />WITHIN 9' OF EACH END + <br />18' OC. MAX SPACING, <br />10' O.O. MAX SPACW- <br />18. OZ. MAX SPACING. <br />2X6: CEO <br />SECURE TO BLOCK W/1-%' <br />T OR DRIVE PIN <br />NOTE: OJ SIDE 4 2X MUST <br />O4 OUTSIDE +SECURED <br />2X6, ® <br />SECURE TO BLOCK W/t-9(' <br />TAPCONSSHA OR DRIVE PIN <br />❑ <br />NOTE: STRUCTURAL 2X MUST <br />2X6: ® <br />SECURE TO BLOCK W/I-I/4' <br />G2 DRIVE PIN <br />TAPOONS(MIN. <br />❑ <br />(MIN. SHAH, SIZE .145 <br />IN, SWANK <br />TH : H NON-STRUCTURAL <br />TW <br />(MIN. SIZE J45 <br />ON OUTSIDE +SECURED <br />(MIN. SHANK SIZE <br />MIN. NERD 917E 300 <br />TA <br />E' TAPCON MIN, <br />MIN. NERD 917E 300 <br />EAD S <br />TH <br />THROUGH NON-STRUCTURAL <br />MIN HEAD 912.E 300 <br />0 <br />MIN. EMBEDMENT I Y.') <br />15 <br />EMBEDMENT M10 BLOCK. <br />EMBEDMENT <br />TAPCON MIN. I-B <br />MIN EMBEDMENT I <br />WITHIN 8' OF EACH END + <br />S. CJ'A1 <br />WIT <br />WITHIN 8' OF EACH END + <br />EN <br />EMBEDMENT <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' EN <br />END + <br />10' OC. MAX SPACING. <br />15' DRYWALL <br />IS* O.C. MAX SPACING. <br />a, CMU <br />MAXEACH <br />IS O.C. X SPACING. <br />2X8, ® <br />I'X4' OR I'X2' P.T. NAILER <br />2X8: ® <br />Y' DRYWALL <br />2XS, CEM <br />SECURE TO BLOLX W/I- <br />TAPCOMB OR DRIVE PIN <br />Ys' OSH. X 4' MM. <br />SECURE TO BLOCK WQ-9(.' <br />TAPGCNS OR DRIVE PIN <br />I'X4' OR I'M' P.T. NAILER <br />SECURE TO BLOCK W/I -I/4' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHAH, $IZE J45 <br />DOOR CASING <br />(MIN BRAN, SIZE .145 <br />DOOR <br />SIZE <br />MIN HEAD SIZE 309 <br />D� JAMB OR ER <br />MM. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />JAB <br />M K AD 1 <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />MIN EMBEDMENT I Y..) <br />ATTACH TO 2X PER <br />MIN EMBEDMENT I Y') <br />WITHIN S' OF EACH END + <br />18' O.C. MAX SPACING. <br />MANUFACTURES DETAILS. <br />WITHIN H' OF EACH END + <br />IS' OC. MAX SPACING. <br />MANUFACTURES DETAILS. <br />WIT IN D' OF EACH <br />IV OC. MAX SPACING. + <br />NOTE: 5HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y•) <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />c SCALE: <br />2X4: CM <br />SECURE TO BLOCK W/ W.' <br />TAPCO4S OR DRIVE PIN <br />(MIN. SHAH, SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I )I.') <br />WITHIN I.OF EACH END + <br />V OC. MAX SPACING. <br />2X6: <br />SECURE TO BLOCK W/1 <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2X MST <br />BE ON OUTSIDE + SECURED <br />(MIN. SHANK SIZE J45 <br />THROJG94 NON-STRUCTURAL <br />MIN. HEAD 917E 300 <br />1)6- TAPCON MIN. I-Y • <br />MIN. EMBEDMENT I Y') <br />EMBEDMENT INTO BLOCK <br />WITHIN 8' OF EACH END + <br />8• CMU <br />I8' OC. MAX SPACING. <br />Y' DRYWALL <br />2XS: CID <br />SECURE TO BLOCK W/1-%' <br />I'X4' OR PM' P.T. NAILER <br />TAPCONS OR DRIVE PIN <br />1' P.T, X 4' MIN. <br />OC. <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 Y') <br />DOOR JAMB TO BLOCK +2 1/f <br />%T� WINDOW TO BLOCK +2 1/4" <br />SCALE: P.I'-m' <br />NOTE: $HIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +T <br />L SCALE: 1'.1'-m' <br />2X4: <br />SECURE TO BLOCK W/' <br />TAPCCNS OR DRIVE PIN <br />(MIN. SHAY, SIZE J45 <br />MIN EAD SIZE 300 <br />MIN. EMBEDMENT I Ys') <br />WITHIN S' OF EACH END 4 <br />NOTE: STRUCTURAL 2X MUST <br />I8' O.C. MAX SPACING. <br />BE ON OUTSIDE + SECURED <br />THROUGH NON-BTRUGNRAL <br />2X6: ® <br />j(' TAPCON MIN. I-W <br />SECURE TO BLOCK W/2-�W <br />EMBEDMENT INTO BLOCK <br />TAPCO4S OR DRIVE PIN <br />(MIN. SWANKSIZE .145 <br />8' CMU <br />MIN. HEAD SIZE 300 <br />IS' DRYWALL <br />MIN. EMBEDMENT I)"') <br />WITHIN S' OF EACH END 4 <br />I'X4' OR I'X2' P.T. NAILER <br />18' OC. MAX SPACINS. <br />2ND 2X SECURE TO <br />2XS: ® <br />STRUCTURAL MEMBER W/l2)126 <br />SECURE TO BLOCK Wn-%- <br />WITHIN S' OF EACH END + 6' <br />TAPCONS OR DRIVE PIN <br />TO 8- OC. MAX <br />(MIN SHANK SIZE J45 <br />DOOR CASING <br />MR HEAD SIZE 300 <br />MIN EMBEDMENT 1 Y.') <br />DOOR JAMB OR WINDOW <br />WITHIN S' OF EACH END + <br />ATTACH TO 2. PER <br />18' OZ. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +T <br />SCALE: 1'.I'-0' <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STRUCTURAL <br />W.' TAPCON MIN. I-V <br />EMBEDMENT INTO BLOCK <br />e' CMJ <br />1S DRYWALL <br />I'X4' OR I•X2- P.T. NAILER <br />%.• OSH. X 4- MIN <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 V) <br />DOOR JAMB TO BLOCK +3-7/16" <br />G WINDOW TO BLOCK <br />+3-7 16" <br />SCALE: I'.I'-0' <br />2X4: <br />6EC1RE TO BLOCK Wd' <br />TAPCONS OR DRIVE PIN <br />(MIN SHANK SIZE .145 <br />MIN EAD SIZE 300 <br />MIN. EMBEDMENT I YW) <br />WITHIN S' OF EACH END + <br />IS- OC. MAX SPACING. <br />2X6: CEM <br />SECURE TO BLOCK IlA 114' <br />T.OR DRIVE IN <br />NO STRUCTURAL 2X MUST <br />(MIN. SWAN, SIZE J46 <br />BE ON OUTSIDE + SECURED <br />MIN. HEAD SIZE 300 <br />THROUGH NON-BTRJCTURAL <br />MIN EMBEDMENT I Y4') <br />I' TAPCON MIN I-Y.' <br />WITHIN 8. OF EACH END + <br />EMBEDMENT INTO BLOCK <br />IS' O.O. MAX SPACING. <br />e' cm <br />2XS' ® <br />JS' DRYWALL <br />SECURE TO BLOCK W I I/ <br />TAPOONS OR DRIVE PIN 4' <br />I'X4' OR I')O' P.T. NAILER <br />(MIN. SWAN, SIZE J45 <br />I' P.T. X 4' MIN <br />MIN HEAD SIZE 300 <br />DOOR CASING <br />MR EMBEDMENT IY-) <br />WITHIN 8' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />10' O.G. MAX SPACNNC+. <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') <br />DOOR JAMB TO BLOCK <br />+3 3/4" <br />WINDOW TO BLOCK <br />+3 3/4" <br />H/ <br />SCALE: I'.I'_0• <br />C C Y 1 T C P T a <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774E078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA M: 0003325 <br />w <br />Z <br />h <br />w <br />a <br />0 <br />0 <br />F <br />0 <br />[4 <br />Bt Emm a LOT: <br />SILVERADO <br />LOT 1 <br />BLK 2 <br />PROJECT <br />04128.000-01002 <br />MODEL: <br />4EBB <br />"1828— CALI" <br />GARAGE 8"WING: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />V.150 MPH EXP. B <br />ARCHrrECT: <br />STATE OF FLORIDA <br />DP 10/21/16 <br />BCALE: 1 /4"=1' — 0" <br />SHEET <br />D 3 <br />