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FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />INSTALLED PER FBCR <br />R905.21 ON 11' O.S.B. <br />SHEATHING OR 21 CDX <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 />WOOD <br />CONSTRUCT <br />iEE ENERGY CODE FORMS <br />OR INSULATION R-VALUES <br />' GYPSUM BOARD OR }' HIG <br />TRENGTH CLG. BOARD <br />:ONC. FILLED LINTEL BLK W/ <br />1) 05 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/ CONIC, POURED CELL <br />lx2 P.T. FURRING STRIPS <br />a 16. O.G. <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 J' CDX <br />TYVEK BUILDING WRAP <br />FORTIFIBER BLDG PAP <br />GALV'D MTL. LATH <br />1/0' TEXTURED <br />FINISH o WOOD <br />la, TO %' MID WALL <br />WEEP SCREED <br />Z fL <br />E Q <br />-8' CMU <br />-5/8' TEXTURED <br />FINISH 6 MASONRY <br />WEEP SCREED <br />DETAIL Cap WOOD TO <br />2 LOCK CONNECTION <br />SCALE: 1 1/2'= I'-0' <br />s' CMU <br />N DRYWALL <br />FIBERGLASS SHINGLES OVER <br />*30 FELT PAPER INSTALLED <br />PER FBCR RS052.7 ON 16' <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 />STIFFBAGK AT ALL UPRIGHTS <br />OVER 4'-10' HIGH (SEE <br />SEALED ENG. FOR SIZE 4 <br />CONDITION.) <br />I6 O.S.B. SHEATHING OR �' <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 FORTIF15ER <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' 5R4 <br />IS PRESENT <br />I PRE-ENG GABLE TRUSS <br />2x4 NAILER <br />CONT. 2x4 RAT RUN SECURE <br />m" W/ (2) 12d's m EACH TRUSS <br />TTP. TO BE INSTALLED o MID. <br />o.H. <br />- POINT OF TRUSS SPAN, OR <br />III __ _ _ _ __ - F 10'-0' O.C. MAX. <br />SECURE GABLE TO 2x6 P.T. _J <br />PLATE W/ 12d's 8' O.G. MAX <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ }'x-J' ANCHOR BOLT W/ <br />2' WASHER SET IN SIMPSON <br />HIGH STRENGTH EPDXY I - <br />EMBED. MIN. s 32. OC MAX. <br />V THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />DIRECTLY TO MASONRY <br />< <br />L ,r <br />z <br />�U <br />O <br />I'X4' OR I'X2' P.T. NAILER <br />P.T. OR MIN. SECURE <br />TWI <br />THRU FRAME 4 4 EXTEND IC.' <br />INTO BLOCK W/ V TAPCON9 <br />OR DRIVE PM <br />(MIN. SHANK SIZE 1450 <br />MIN. HEAD 912E 300 <br />❑ <br />MIN. EMBEDMENT I-V <br />WITHIN 8' OF EACH END 4 18' <br />OL. 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 Y.') <br />DOOR JAMB <br />TO BLOCK +3/4 OR +5/4 <br />UA WINDOW TO BLOCK +3 4 OR +5 4 <br />SCALE: 1'.I'•0' <br />2X4: CM <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PM <br />(MIN, SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I Y') <br />WITHN 8' OF EACH END 4 <br />18' OC. MAX SPACIW' <br />2X6: CEM <br />SECURE TO BLOCK W-4.(.' <br />OR DRIVE PM <br />(MIN. SWANK Zrl48 <br />MIN H0 HEAD SIZE 30 <br />LiTgPCAN9 <br />MIN. EMBEDMENT I)") <br />WITHIN S'OF EACH END 4 <br />V CO. MAX SPACING. <br />e' cm <br />2X9: C� <br />Y' DRYWALL <br />TO BLOCK W/2-',)(.' <br />TAPCONS OR DRIVE PIN <br />I'X4' OR I'X2' P.T. NAILER <br />(MIN SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 3" <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y') <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH Elm 4 <br />IS, CO. MAX SPACING. <br />MANUFACTURES DETAILS. <br />NOTE: SWIM 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: I'.1'-0' <br />1—STORY GABLE <br />BLOCK WALL <br />1 SCALE: 3/4'=1'-0' <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />1' GYPSUM BOARD OR <br />HIGH STRENGTH CL5. <br />BOARD <br />GONG. FILLED LINTEL BLK l <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 />(1) M5 REBAR VERTICALLY <br />W/ CONC. POURED CELL <br />Ix2 P-T. FURRING STRIPS <br />eT Io' O.C. <br />8' CMU <br />1/2' GYP. WL. BD <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />2x4 BLOCKING BETWEEN <br />OVER *30 FELT PAPER <br />TRUSSES WHERE 'X' BRACING <br />INSTALLED PER FBCR <br />IS PRESENT <br />"0521 ON �,' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />PRE-ENG GABLE TRUSS <br />FASTENER SCHEDULE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />126's a EACH TRUSS <br />2x4 OR 2x6 SUB -BAND <br />a' <br />TO BE INSTALLED s MID. POINT OF <br />PER ELEVATIONS <br />TYP, <br />TRUSS SPAN, OR 10'-0' O.C. MAX. <br />VENTED ALUM. SOFFIT <br />_°_H - <br />SEE ENERGY CODE FORMS <br />STIFFBACK AT ALL <br />FOR INSULATION R-VALUES <br />UPRIGHTS OVER 4'-10' <br />E' GYPSUM BOARD OR 2 <br />HIGH (SEE SEALED ENG. <br />HIGH STRENGTH CLG. <br />FOR SIZE 4 CONDITION.) <br />BOARD <br />r O.S.B. SHEATHING OR }' <br />r <br />2x4 NAILER <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />2x4 9 24' O.G. a INTERIOR <br />ON SHEET D5 <br />KNEE WALL <br />-1/8' THICK, 3 COAT <br />CONIC. FILLED LINTEL BLK W/ <br />PORTLAND CEMENT PLASTER <br />(1) 05 REBAR CONTINUOUS <br />OVER EXPANDED GALV'D <br />METAL LATH ON FORTIFIBER <br />PRECAST LINTEL <br />JUMBOTEX GRADE 'D' <br />WINDOW ATTACHMENT AS <br />PAPER OVER TYVEK <br />PER MANUFACTURES <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />STUCCO SPECS FOR <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />WEEP SCREED <br />(1) 05 REBAR VERTICALLY <br />(SEE DETAIL 2) <br />W/ GONG, POURED CELL <br />SECURE GABLE TO 2x6 P.T. <br />Ix2 P.T. FURRING STRIPS <br />PLATE W/ 12d's 8' O.G. MAX <br />o 16' O.G. <br />SECURE 2x6 PT. PLATE TO <br />BLK W/ J'x9' ANCHOR BOLT <br />8' CMU <br />W/ 2' WASHER SET IN SIMPSON <br />1/2' GYP. WL. BD. <br />HIGH STRENGTH EPDXY -1' <br />1 <br />WOOD BASE <br />EMBED. MIN. 6 32' Or —MAX. <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />% <br />I! <br />PLASTER APPLIED <br />11 <br />DIRECTLY TO MASONRY I <br />m0 <br />1—STORY GABLE <br />W/ VAULT CLG. <br />UBLOCK WALL <br />SCALE: 3/4'=1'-O' <br />NOTE: <br />PER FBCR 905.2.E - 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 48615 TYPE Iv, OR ASTM D 615'1 <br />2X4: ® <br />2X4: CM <br />2X4: CM <br />SECURE TO BLOCK W/ j6- <br />SECURE TO BLOOD W/ W.' <br />SECURE TO BLOCK WN4' <br />TAPCONS OR DRIVE PIN <br />TAPCONS OR DRIVE PIN <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE 345 <br />(MIN. SHANK SIZE J45 <br />(MIN. SHANK SIZE 145 <br />MIN. HEAD SIZE 300 <br />MIN. HEAD SIZE 300 <br />MIN. HEAD SIZE 309 <br />MIN EMBEDMENT I W) <br />MIN. EMBEDMENT I Y') <br />MIN. EMBEDMENT I ") <br />WITHIN 8' OF EACH END 4 <br />WITHIN 8' OF EACH Elm 4 <br />WITHIN OF EACH END <br />18' D.C. . MAX SPACING,18' <br />OGSPACING:. <br />. MAX SPAC. <br />0,8' <br />18'-OL. MAX SPACING. <br />2X6: ® <br />SECURE TO BLOCK W/2-%' <br />TAPCONS OR DRIVE PM <br />NOTE: STRUCTURAL 2X MUST <br />BE CJ OUTSIDE 4 SECURED <br />2X6: ® <br />SECURE TO BLOCK. l-%• <br />TAPCONS OR DRIVE PIN <br />❑ <br />NOTE: STRUCTURAL 2X MUST <br />2X6: CEM <br />SECURE TOR DRIVE <br />TAPGON9 OR DRIVE PIN <br />(MIN. SHANK SIZE .MS <br />THROIX=H NON-STRUCTURAL <br />(MIN. SHANK SIZE J45 <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK SIZE 145 <br />MIN. HEAD SIZE 300 <br />jW TAPCON MIN. 1-)'4' <br />MIN. HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN. HEAD SIZE 300 <br />MR EMBEDMENT I Y') <br />EMBEDMENT INTO BLOCK <br />MIN. EMBEDMENT 1 )'W) <br />%' TAPCCN MIN I-Y' <br />MIN. EMBEDMENT I Y') <br />WITHIN 8' OF EACH END 4 <br />8, Gf1ll <br />WITHIN 8' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />WITHIN e' OF EACH END 4 <br />b' OL. MAX SPACING. <br />)5' DRl'11A4LL <br />18' OL, MAX SPACING. <br />8, CI`AJ <br />18' OC. MAX SPACING. <br />2X6: ® <br />I'X4' OR I'X2' P.T. NAILER <br />2X8: ® <br />DRYWALL <br />15' DRYWALL <br />2XS: csm <br />SECURE TO BLOCK W12-j(.' <br />TAPCONS OR DRIVE PIN <br />%,' 03B. X 4' MIN. <br />SECURE TO BLOCK W/2-3,(.' <br />TAPCONS OR DRIVE PIN <br />I'X4* OR P.T. NAILER <br />BECURE TO BLOCK WA-1/4' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />(MIN. SHANK SIZE 145 <br />DOOR CASING <br />(MIN SHANK SIZE J45 <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MM. HEAD SIZE 300 <br />DOOR JAMBS OR WINDOW <br />MIN. HEAD SIZE 300 <br />EMBEDMENT <br />ATTACH TO 2X PER <br />EMBEDMENT <br />ATTACH TO 2X PER <br />EMBEDMENT <br />WITHIN S' OF HYEND 4 <br />IS' OL. MAX SPACING, <br />MANUFACTURES DETAILS. <br />WITHIN OF H END 4 <br />18' DO. MAX SPACING. <br />MANUFACTURES DETAILS. <br />WIIN. THIN S' OF EACH END 4 <br />18' OL. MAX SPACING. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +1-15/16" <br />SCALE: <br />2X4: CEO <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PIN <br />(MIN SHANK SI2E .145 <br />MIN. HEAD SIZE '" <br />MIN. EMBEDMENT I Y') <br />WITHIN 8- OF EACH END 4 <br />IS, OL,MAX SPgCMG. <br />2X6: CEM <br />SECURE TO BLOCK W/2-%. <br />NOTE: STRUCTURAL 2X MIST <br />TAPCONS OR DRIVE PIN <br />❑ <br />BE ON OUTSIDE 4 SECURED <br />(MIN. SHANK SIZE .145 <br />THROUGH NON-STRUCTURAL <br />MIN HEAD SIZE 300 <br />9(c' TAPCON MR I-Y' <br />MIN. EMBEDMENT I Y.') <br />EMBEDMENT INTO BLOCK <br />WITHIN S' OF EACH END 4 <br />S' CM'Xl <br />IS' OL. MAX SPACING: <br />i5' DRYWALL <br />2X8 ® <br />SECURE TO BLOCK W!J-%' <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 />MM. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MR EMBEDMENT I V) <br />ATTACH TO 2X PER <br />WITHIN 8' OF EACH END 4 <br />Z. OC. MAX SPACING. <br />MANFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') <br />DOOR JAMB TO BLOCK +2 1/4" <br />�r\1 WINDOW TO BLOCK +2 1/4" <br />JJ SCALE: <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +T <br />E I SCALE: I'•I'-0' <br />2X4: CM <br />SECURE TO BLOCK W/.' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE .145 <br />MIN. HEAD SIZE 300 <br />MIN. EMBEDMENT I W) <br />WITHIN 8. OF EACH END 4 <br />NOTE: STRUCTURAL 2X MUST <br />18' OC. MAX SPACING. <br />BE ON OUTSIDE 4 SECURED <br />THRDUGH NON-STRUCTURAL <br />2X6: CED <br />ir' TAPCCN MIN. 1-Y.' <br />SECURE TO BLOCK W/2-' <br />EMBEDMENT INTO SOCK <br />TAPCONB OR DRIVE PM�(. <br />(MIN. SHAW, SIZE .145 <br />8' CMU <br />MIN. HEAD SIZE 300 <br />X/' DRYWALL <br />MIN. EMBEDMENT I V) <br />WITHIN 8' OF EACH END 4 <br />I'X4' OR I'X2' P.T. NAILER <br />18' OC. MAX SPACING. <br />2NO 2X SECURE TO <br />2XB: ® <br />STRUCTURAL MEMBER W/(2)12d <br />SECURE TO 151.0 X W/2 %' <br />WITHIN S' OF EACH END 4 6' <br />TAPCONS OR DRIVE PIN <br />TO w OL. MAX <br />(MIN. SHANK SIZE J45 <br />DOOR CASING <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OR WINDOW <br />MIN. EMBEDMENT I Y.') <br />ATTACH TO 2X PER <br />WITHIN S' OF EACH END 4 <br />B' OZ. MAX SPACING. <br />MANJFACNRfB DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK +T <br />WINDOW TO BLOCK +T <br />SCALE: I'.I'-0' <br />NOTE: STRUCTURAL 2X MIST <br />BE ON OUTSIDE 4 SECURED <br />THROUGH NON-STFLICTURAL <br />Y.' TAPCON MIN. I-V <br />EMBEDMENT INTO BLOCK <br />a' CMU <br />W DRYWALL <br />I'X4' OR I'X2' P.T. NAILER <br />76' O.S.B. 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 A') <br />DOOR JAMB TO BLOCK +3-7/16" <br />%1 WINDOW TO BLOCK <br />+3-7/16" <br />2X4: CM <br />SECURE TO BLOCK Wb4' <br />TAPCONS OR DRIVE PIN <br />(MIN. SHANK SIZE J46 <br />MIN HEAD SIZE 300 <br />MIN. EMBEDMENT I Y4') <br />WITHIN 8' OF EACH END 4 <br />B' OL. MAX SPACING. <br />2X6: CEO <br />SECURE TO BLOCK Wn-114' <br />TAPCONS OR DRIVE PIN <br />NOTE: STRUCTURAL 2x MUST <br />(MIN. SHANK SIZEJ45 <br />BE ON OUTSIDE 4 SECURED <br />MIN HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIN. EMBEDMENT I16) <br />4i6' TAPCON MIN I-Y' <br />WITHIN S' OF EACH END 4 <br />EMBEDMENT INTO BLOCK <br />18' OL. MAX SPACING. <br />8' OMU <br />2X8: ® <br />1S' DRYWALL <br />SECURE TO BLOCK WA-1/4• <br />TAPCONS OR DRIVE PIN <br />I-X4' OR I'X2' PT. NAILER <br />(MIN. SHANK SIZE 345 <br />1' P.T. X 4' MR <br />MR HEAD 817E 300 <br />DOOR CASING <br />MIN. EMBEDMENT I Y4') <br />WITHIN S' OF EACH END 4 <br />DOOR JAMB OR WINDOW <br />IS'OC. MAX SPACING, <br />ATTACH TO 2X PER <br />MANUFACTURES DETAILS. <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') <br />DOOR JAMB TO BLOCK <br />+3 3/4" <br />u1 WINDOW TO BLOCK +3 3/4" <br />� <br />SCALE: <br />O P Y 4 T C 4. T a <br />Design <br />Grou <br />L441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />w <br />m <br />w <br />U <br />m <br />2 <br />0 <br />0 <br />INy <br />sxnmxv. ad LOT <br />SILVERADO <br />LOT 10 <br />BLK 1 <br />PROJECT# <br />04128.000-10001 <br />I[ODELa <br />4EJB <br />"2807— ELLE" <br />GAP -AGE B'WUNG: <br />RIGHT <br />PAGE: <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />ARCHMECT: <br />STATE OF FLORIDA <br />D TM 10/21/16 <br />SCALE: 1 /4"= l' - O" <br />SHEET <br />D3 <br />