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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES OVER <br />"30 FELT PAPER INSTALLED <br />PER FBCR R9052.1 ON <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACIN <br />FIBERGLASS SHINGLES <br />OVER '"30 FELT PAPER <br />INSTALLED PER FBCR <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />A R C N I T E C T S <br />IS PRESENT <br />IS PRESENT <br />OVER 030 FELT PAPER <br />O.S.B. SHEATHING OR �' GDX <br />R905.2.1 ON a' O.S.B. <br />INSTALLED PER FBCR <br />PLYWOOD SECURED PER <br />SHEATHING OR }' GDX <br />R9052.1 ON a' O.S.B. <br />f <br />FASTENER SCHEDULE <br />PRE -ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />PRE-ENG GABLE TRUSS <br />SHEATHING OR J' CDX <br />PLYWOOD SECURED PER <br />P.T. Ix2 W/ MTL. DRIP EDGE <br />2x4 NAILER <br />GONT. 2x4 RAT RUN SECURE <br />FASTENER SCHEDULE <br />P.t. Ix2 W/ MtL. DRIP EDGE <br />CONT. 2x4 RAT RUN SECURED W/ (2) <br />12d's g EACH TRUSS <br />DCSIgt1 <br />Grou <br />FASTENER SCHEDULE SEE ENERGY CODE FORMS <br />m <br />2x4 OR 2x6 ELEVATIONS <br />NS <br />PER ELEVATIONS <br />W/ (2) 12d's m EACN TRUSS <br />2x4 OR 2x6 SUB -BAND 0' <br />TO BE INSTALLED MID. POINT OF <br />P Inc. <br />PRE-ENG TRUSS FOR INSULATION R-VALUES <br />rYP. <br />VENTED ALUM, SOFFIT O.H. <br />TO BE INSTALLED o MID. <br />PER ELEVATIONS TYP. <br />TRUSS SPAN, OR 10'-0' O.G. MAX. <br />REAGAN BLVD.P.T. <br />GYPSUM BOARD OR }' HIG <br />POINT OF TRUSS SPAN, OR <br />OH <br />VENTED ALUM. SOFFIT <br />SEE ENERGY CODE FORMS <br />WOOD, FL_ WSTRENGTH <br />IX2 W/ MTL DRIP EDGE <br />CLG. BOARD <br />STIFFBACK (SEE SEALED <br />10'-0' O.C. MAX. <br />FOR INSULATION R-VALUES <br />Li44itLN.ONALD <br />407-77_07.2x4 <br />OR 2x6 SUB -BAND <br />TRUSS ENG. FOR SIZE 4 <br />ENERGY CODE FORMS'PER <br />STIFFBACK (SEE SEALED <br />GYPSUM BOARD OR <br />407-774-4078SEE <br />ELEVATIONS GONG. FILLED LINTEL BLK W/ <br />CONDITION.) <br />FOR INSULATION R-VALUES <br />TRUSS ENG. FOR SIZE 4 <br />HIGH STRENGTH CLG. <br />bdalgngroap.xmVENTED <br />000a32s <br />ALUM. SOFFIT (1) R5 REBAR CONTINUOUS <br />O.S.B. SHEATHING OR �' <br />CONDITION.) <br />BOASAx <br />-m <br />EMBED. STRAP VERIFY W/ TYP. PRECAST LINTEL <br />TRUSS PLAN o" SEE ENERGY CODE FORMS <br />CDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />SHEET <br />g GYPSUM BOARD OR } <br />HIGH STRENGTH CLG. <br />BOARD <br />r O.SB. SHEATHING OR il <br />GDX PLYWOOD. ATTACHED <br />PER FASTENER SCHEDULE <br />t 2x4 NAILER <br />2x4 • 24' O.C. m INTERIOR <br />FOR INSULATION R-VALUES <br />WINDOW ATTACHMENT AS <br />ON D5 <br />1/8' TNIGK, 3 COAT <br />GONG. FILLED LINTEL BLK W/ <br />ON SHEET D5 <br />KNEE WALL <br />5/8 THICK, 3 COAT <br />PER MANUFACTURES <br />PORTLAND CEMENT PLASTER <br />(1) r5 REBAR CONTINUOUS <br />1/8 THICK, 3 COAT <br />CONC, FILLED LINTEL BLK W/ <br />PORTLAND CEMENT <br />SPECIFICATIONS <br />OVER EXPANDED GALV'D <br />SEE ENERGY CODE FORMS <br />PORTLAND CEMENT PLASTER <br />(0 R5 REBAR CONTINUOUS <br />PLASTER APPLIED <br />METAL LATH ON FORTIF15ER <br />FOR INSULATION R-VALUES <br />OVER EXPANDED GALV'D <br />DIRECTLY TO MASONRY <br />PRECAST SILL <br />JUMBOTEX GRADE 'D' PAPER <br />PRECAST LINTEL <br />METAL LATH ON FORTIFIBER <br />PRECAST LINTEL <br />(1) 05 REBAR VERTICALLY <br />OVER TYvEK BUILDING WRAP <br />WINDOW ATTACHMENT AS <br />JUM50TEX GRADE 'D' <br />WINDOW ATTACHMENT AS <br />W/ CONC. POURED CELL <br />(REFER TO STUCCO SPECS <br />PER MANUFACTURES <br />PAPER OVER TYVEK <br />PER MANUFACTURES <br />Ix2 P.T. FURRING STRIPS <br />FOR COMPLETE INFORMATION) <br />SPECIFICATIONS <br />BUILDING WRAP (REFER TO <br />SPECIFICATIONS <br />m 16' O.C. <br />WEEP SCREED <br />PRECAST SILL <br />STUCCO SPECS FOR <br />COMPLETE INFORMATION) <br />PRECAST SILL <br />I <br />S' GMU <br />(SEE DETAIL 2) <br />(1) 115 REBAR VERTICALLY <br />WEEP SCREED <br />(1) #5 REBAR VERTICALLY <br />1/2' GYP. WL. BD. <br />SECURE GABLE TO 2x6 P.T. <br />W/ CONC, POURED CELL <br />(SEE DETAIL 2) <br />W/ CONC. POURED CELL <br />w l.: <br />WOOD BASE <br />PLATE W/ 126's 8' O.G. MAX <br />( Ix2 P.T. FURRING STRIPS <br />SECURE GABLE TO 2x6 P.T. <br />PLATE W/ 12d's O.G. MAX <br />Ix2 P.T. FURRING STRIPS <br />+D 16' O.G. <br />8' <br />ID 16' O.C. <br />SECURE 2x6 PT. PLATE TO <br />8' GMU <br />SECURE 2x6 PT. PLATE TO <br />a <br />BLK W/ }'x9' ANCHOR BOLT W/ <br />1/2' GYP WL BD <br />BLK W/'x9' ANCHOR BOLT <br />8' GMU <br />w <br />x <br />ti <br />w <br />x <br />0 <br />Kam, <br />c <br />ti <br />c <br />� <br />V <br />W/ 2' WASHER SET IN SIMPSON 1/2 GYP. WI_. BD. <br />2' WASHER SET IN SIMPSON WOOD BASE <br />L HIGH STRENGTH EPDXY 1' HIGH STRENGTH EPDXY 1' WOOD BASE <br />EMBED. MIN. B 32. OC MAX. EMBED. MIN. • 32' OC MAX. <br />%' THICK, 3 COAT ~�~ R THICK, 3 GOATTLAND CEMENT <br />►- +--z- - <br />PORTLAND CEMENT 4 PLASTER APPLIED I <br />1-STORY PLASTER APPLIED w <br />o DIRECTLY TO MASONRY <br />BLOCK WALL DIRECTLY TO MASONRY �� ,l._ <br />1 <br />SCALE: 3/4' =1' -O' ° NOTE; • <br />1—STORY GABLE PER FBCR 505.2.1 - FOR ROOF SLOPES 2:12 TO <br />1—STORY GABLE <br />1/16' OS.B. OR 'CDX W/ VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />TYVEK BUILDING WRAP 1 A BLOCK WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF <br />FORTIFIBER BLDG PAPE y " SCALE: 3/4'=1'-0' 1 D BLOCK WALL 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS <br />1 B SCALE: 3/4'=1'-0' PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />GALv'D MTL. LATH 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 <br />TEXTURED <br />WOOD FINISH • WOOD <br />CONSTRUCTION Ye' TO % MID WALL <br />WEEP SCREED <br />2x4: ® <br />2x4: ® <br />2X4, CM <br />Z C- <br />SECURE TO BLOCK III/ 96' <br />TAPCONS OR DRIVE PIN <br />SECURE TO BLOCK IU <br />TAPC0N8 OR DRIVE PIN <br />SECURE TO BLOCK WN: <br />TAPCONS OR DRIVE PIN <br />iv <br />(MIN.SHANC SIZE .I45 <br />(MIN. SHAW SITE .145 <br />(MIN. SHANK SIZE <br />-. • <br />MIR HEAD SIZE 300 <br />MIR HEAD 812E 300 <br />.145 <br />MIR HEAD SIZE 3" <br />MIR EMBEDMENT I Yx') <br />MIR EMBEDMENT I W) <br />MIR EMBEDMENT IYi ) <br />S' GMU <br />WITHIN B' OF EACH END 1 <br />WITHIN B' OF EACN END / <br />1 <br />_ <br />8' OC. MAX SPACING. <br />8' OC. MAX SPACING. <br />81 <br />'' OC. MAX INC.. <br />- 5/8' TEXTURED <br />FINISH R MASONRY <br />B• CMU <br />K' DRYWALL <br />1•X4' OR 1'X2' P.T. NAILER <br />Ak <br />2x6, ® <br />SECURE TO BLOCK W/2-3(N' <br />TAPCONB OR DRIVE PIN <br />NOTE, STRUCTURAL TX MJ81 <br />❑ BE ON OUTSIDE 1 SECURED <br />2X6, CE93 <br />SECURE TO BLOCK W/2-%' <br />TAPCONS OR DRIVE PIN ❑ <br />NOTE: 9TRUCNRAL 2X MUST <br />2X6, CEO <br />SECURE TO BLOCK Wn-I/4' ❑ <br />TAPCCNS OR DRIVE PIN <br />NOTE: BtIOICTURAL 2X I'AUBT <br />BE ON OUTSIDE 1 SECURED <br />THROUGH NON-STRUCTURAL <br />-- <br />Ix4 P.T. OR VX4' MIN. SECURE <br />THR FRAME <br />(MIN. SHANK SIZE U45 <br />MIN. HEAD SIZE 30+0 <br />THROLI.W NON-STRUCTURAL <br />9�(I.. TAPCON MIN. 1-Y.' <br />(MIN. SHANK SIZE J48 <br />MIK HEAD eUE 900 <br />BE ON OUTSIDE 1 SECURED <br />THROWN NKN-STRUCTURAL <br />(MIN. SHANK SIZE .145 <br />MIK HEAD 812E 300 <br />V TAPCON MIR I•Y • <br />EMBEDMENT INTO BLOCK <br />WEEP SCREED <br />1 EXTEND 1-Y.• <br />INTO BLOCK W/ %' TAPCONS <br />❑ <br />MIN. EMBEDMENT I Yx'1 <br />WITHIN 1 <br />BTMBEDMENT INTO BLOCK <br />MIR EMBEDMENT I Yi) <br />a.' TAPCON MIN. I-y' <br />MIR EMBEDMENT I Y4) <br />DETAIL @ WOOD T O <br />OR DRNE PIN <br />(MIN. SHANK SIZE .I45 <br />S' OF EACH END <br />8' OC. MAX SPACING <br />B' CMU <br />JS' DRYWALL <br />WITHIN 8' 6 EACH END 1 <br />8' OC. MAX SPACING <br />EMBEDMENT INTO BLOCK <br />B• GMXI <br />WITHIN B' OF EACH END 1 <br />Is, OL. MAX ePACING <br />B GMU <br />Yt DRYWALL <br />MIK HEAD 811E 900 <br />MIR EMBEDMENT <br />2XB, ® <br />SECURE TO BLOCK W/T-�i1N' <br />I'X4' OR I'X/t' P.T. NAILER <br />SEC. ® <br />SECURE TO BLOCK W/t-i(N' <br />IS' DRYWALL <br />SECURE TO BLOCK WA-1/4' <br />SE <br />I'X4'.6 I'X4 P.T. NAILER <br />O CONNECTION N <br />WITHIN B' OF, EACH END 1 8' <br />E <br />DR DRIVE PM <br />D' OBE. X 4' MIN <br />DR DRIVE PIN <br />OR I•X2• P.T. NAILER <br />OR DRIVE PIN <br />76N' O)3B. X 4' MIR <br />2 <br />OC, MAX SPACING <br />(MIR SWAM <br />(MIR BNANK SIZE .KS <br />DOOR CASING <br />(MIN. 811ANC SIZE .I45 <br />(MN SHA <br />DO <br />DOOR CARING <br />(MIN. SHIN4K 817E .149 <br />(MIN SHANK <br />DOOR CASING <br />SCALE: 1 1/2' = I'-0' <br />DOOR CASING <br />DOOR JAMB OR WINDOW <br />ATTACH TO TX PER <br />MIR HEAD 817E 300 <br />MIN. EMBEDMENT I Y') <br />WTHM IE CP EACH END 4 <br />DOOR JAMB OR WINDOW <br />ATTACH TO TX PER <br />MANFACTURE9 DETAILS. <br />MRL HEAD SIZE 300 <br />MIN. EMBEDMENT I W) <br />WITHIN e' OF EACH END 7 <br />DOOR JAMB OR WINDOW <br />ATTACH TO TX PER <br />MANkFACTIIREB DETAILS. <br />MIK HEAD SIZE 3I 0 <br />MIK EMBEDMENT I Y:) <br />WITHIN B' OF EACH END 1 <br />DOOR JAMB OR WINDOW <br />ATTACH TO 2X PER <br />MAKiACTURES DETAILS. <br />8' OC. MAX SPACING. <br />8' OC. MAX SPACING. <br />8' OC. MAX HALT.. <br />MANFAC111RE9 DETAILS. <br />NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )W) <br />NOTE, SHIM AS NEEDED <br />TO PLUMB JAMB (DO NOT EXCEED)') <br />NOTE SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ) •) <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') <br />DOOR JAMB TO BLOCK +3/4 OR +5/4 <br />DOOR JAMB <br />TO BLOCK +i-15/16" <br />DOOR JAMB TO BLOCK +3" <br />DOOR JAMB TO BLOCK +3-7/16" <br />%) WINDOWTO BLOCK +3/4 OR +5/4 <br />CL <br />rt, WINDOW TO BLOCK +1-15/16" <br />WINDOW TO BLOCK +3" <br />L' <br />�1 WINDOW TO BLOCK <br />v <br />+3-7/16" <br />SCALE: <br />SCALE: I'.I'•0' <br />SCALE: i'.I'-0` <br />SCALE: <br />2x4: ® <br />2X4: ® <br />2x4: ® <br />2X4: <br />SECURE TO BLOCK W/'1{N' <br />TAPCONS OR DRIVE PIN <br />SECURE TO BLOCK W/ <br />TAPCONS OR DRIVE PIN <br />SECURE TO BLOCK W/',KN' <br />TAPC," OR DRIVE PIN <br />SECURE TO BLOCK UW: <br />TAPCCNS OR DRIVE PIN <br />aulwiv. a. x o <br />SILVERADO <br />LOT 42 <br />BLK 6 <br />PRojwT#► <br />04128.000-04261 <br />moDmx1c <br />4EAB <br />"1672—ARIA" <br />GARAGM B'WX NO: <br />RIGHT <br />MONOLITHIC <br />1—STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />(MIR SWANK SIZE J45 <br />(MIR SWANK SIZE JO <br />(MIR SWANK SIZE MS <br />(MIR SHANK SIZE J45 <br />MIR HEAD SIZE 300 <br />MIR LEAD SUE 300 <br />MIR HEAD SIZE 300 <br />MIR HEAD SIZE 300 <br />ARCHITECT: <br />MIR EMBEDMENT I W) <br />MINBY) . EMBEDMENT I ' <br />MIR EMBEDMENT I Y') <br />NOTE: BTRUCNRAL 2X MUST <br />MIR EMBEDMENT I Y:) <br />STATE OF FLORIDA <br />WITHIN e' CF EACH END 1 <br />8' OC. MAX SPACING. <br />WITHIN B' CF EACN END / <br />8' OC. MAX 9PACttJC= <br />WITHIN B' OF EACH END 1 <br />8' OL. MAX SPACING. <br />BE ON OUTSIDE 1 SECURED <br />8'' OC. C. MAX SPACWY 1 <br />2X6: ® <br />2X6: 'LEfl <br />2X6: ® <br />THROUGH NONI STRUCTURAL <br />N MkT. 1-Y' <br />2X6: CM <br />SECURE TO BLOCK W/Z•1(.• <br />TAPCONS OR DRIVE PIN <br />(MN. SHACK SIZE .M5 <br />9ECltllE TO BLOCK W/2-?f(N' <br />TAPCONS OR DRIVE PM <br />(MIN. SHANK SIZE 145 <br />❑ NOTE: STRUCTURAL IX MUST <br />DE ONOUTRIDE 1 SECURED <br />TWRIPUGG.W NCN•STRICTURAL <br />SECURE TO BLOCK W/J-$f>' ❑ <br />TAPCONS OR DRIVE PIN <br />(MIR SHANK SIZE J45 <br />E EDME <br />EMBEDMENT INTO BLOCK <br />B• QMII <br />SECURE TO BLOCK W/1-V4' <br />TAPCONS OR DRIVE PM <br />(MIN. SHANK SIZE .145 <br />NOTE: STRUCTURAL 2X MUST <br />BE ON OUTSIDE / SECURED <br />O <br />MIR HEAD SIZE 900 <br />MIN. HEAD SIZE 300 <br />%' TAPCLN MIK I-Y•' <br />MIR HEAD SIZE 3" <br />K' DRYWALL <br />MIK HEAD SIZE 300 <br />THROUGH NON-STRUCTURAL <br />MIR EMBEDMENT I119 <br />MIR EMBEDMENT I Y:) <br />EMBEDMIENT INTO BLOCK <br />MIN. EMBEDMENT I Y') <br />1'X4' OR VX2' P.T. NAILER <br />MIK EMBEDMENT I Y:) <br />%- TAPCON MIR I-)l <br />WITHIN B' OF EACH END 1 <br />W TH N B' CF EACH EMD 1 <br />B, CMN <br />WITHIN 8' OF EACH END 1 <br />WITHIN B' EACH END 1 <br />EMBEDMENT INtO DLCCK <br />8' O.C. MAX SPACING. <br />B' LT'9J <br />® 1$' DRYWALL <br />V OC. MAX SPACING. <br />2 ' ® <br />1$' DRYWALL <br />1'X4' OR I'X2' P.T. NAILER <br />IS' OC. MAX SPACWf <br />2�' ®WITHIN <br />2NO 2X SECURE TO <br />STRUCTURAL MEMBER W/(2A2d <br />S' OF EACH END 1 b' <br />8' OL. MAX SPACING. <br />2XB, ® <br />B' CMU <br />15' DRYWALL <br />SEGIRE i0 BLOCK W/2- <br />SEC <br />TAPCONS OR DRVE PIN I'X4' OR I'X2' P.T. NAILER <br />SECURE TO BLOCK W/2-%' <br />TAPCONS OR DRIVE PM <br />1' P.T. X 4' MIN. <br />SECURE TO BLOCK WP�NP_- <br />TAPCONB OR DRIVE <br />TO S' O.C. MAX <br />SECURE i0 BLOCK WPIN <br />TAPGONB OR DRIVE PM1'X4. <br />OR I'X2' P.T. NAILERMIK <br />SHANC SIZE AS DOOR CASING <br />(MIN. SHANK SIZE.145 <br />DOOR CABIN. <br />(MIK SWAN, SIZE .145 <br />DOOR CASING <br />(MIK SHANK SIZE J45 <br />I' P.T. X 4' MIK <br />AR �%DOOR <br />MM. HEAD SIZE 300 <br />JAMID OR WINDOW <br />MIN. HEAD SIZE 300 <br />DOOR JAMB OIR WINDOW <br />MIK HEAD SIZE 900 <br />DOOR JAMB OR WPJDCU <br />MIK 1EAD SIZE 300 <br />DOOR CASINGHIN <br />EMBEDMENTIY') MM.EMBEDMENTI Y') MIN. L•MIBEDMENt I Y') MIK EMBEDMENT AitACNTO 2X PER ATTACH 70 2X PER ATTACH TO 2X PERWITHIN 8'OFEACH END1WITrIM B• OP EACH END 1 WITHIN B' Or EACH ENWITHIN B' OF EACH END 1 DOOR JAMB OR WIWDCW <br />8' OC. MAX SPACING. HANFAC7URE8 DETAILS. <br />8' OL. MIAX SPACING. <br />MANFACTUIEB DETAILS. <br />8' OC. MAX SPACING. <br />MANUFACIURE6 DETAILS. <br />18' OC, MAX SPACING, <br />ATTACH TO 2X PER <br />PRINT <br />MANUFACTURES DETAILS. <br />DATM 10/19/17 <br />NOTE, BRIM AS NEEDED TO PLUMB JAMB MO NOT EXCEED V) <br />DOOR JAMB TO BLOCK +1-1/2" <br />NOTE, SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ):) <br />DOOR JAMB TO BLOCK +2 1/4" <br />NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') <br />DOOR JAMB TO BLOCK +3" <br />NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ).') <br />DOOR JAMB TO BLOCK +3 3/4" <br />SC.AL7iT 1/4"=1'-O' <br />sue, <br />SED <br />WINDOW TO BLOCK +1-1 2" /n1 WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3" �t71 WINDOW TO BLOCK +3 3/4" <br />I)N� <br />B SCALE 1•.1'-0' <br />L SCALE I'.I'-0' <br />(: 1 SCALE, 1'.I'-0' <br />11 SCALE: I'.P_0• <br />` ^ <br />`e�� <br />