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2X4 TOP PLATE <br />PP R F <br />PRE -FAD TMM <br />V2' CLG. BOARD <br />172' DRYWALL T`rf' <br />BECK ST. — <br />PLATE TO SLAB <br />W/ 10d MABOWRY <br />NAIL • 32' O.C. <br />MAX <br />SLAB <br />FIN. FLR <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />(2:)TYP. INT. WALL (NON-BRG.) <br />D1 SCALE, 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FOCR W511, <br />ROOF 814EATHING <br />TWIC 04ESS AS PER <br />SWEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />�7 <br />PRE-ENG TRUSS <br />1 ttL. DRIP EDGE <br />2x FASCIA PER " -m <br />ELEVATIONS T'fP. <br />OH. <br />VENTED SOFFIT <br />I f <br />I I <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />,%/S- GYPSUM BI <br />OR VI' HIGH <br />STRENGTH CLG. <br />BOARD <br />3 5/8, OR 5 <br />V2• DRYW4I.L <br />3/S' TOP <br />CHANNEL (29 <br />GA) <br />00104eR OVAD <br />V/' 1WIC( 7 rOAT <br />Y Q'IY D!! <br />SLAM <br />PWT�R =INID <br />BTRUDTam r01! <br />RiKORC�T <br />L,2' DRYWALL <br />o"Immy To <br />h1MONlr <br />3 DIV OR 9 3/0' METAL STUDS <br />n/ To TO RLL <br />24' O.C. 20 GA METAL TO BE <br />aPRLL AS7FIM <br />INSTALLED N WALLS <br />APPItivAI R6 <br />RECEIVS UPPER/ LOWER <br />N <br />CARNETS AND TUD/SWOUER 25 <br />9 5/S• OR 5 <br />uvax,vo am <br />sEAI-µT <br />Roo <br />GA METAL TO BE NSTALLED <br />bw BOTTOM <br />CHANNEL (75 <br />yAT1�.A" <br />N ALL OTHER WALLS. <br />GA.) SECURED <br />w <br />rIallLowa ly <br />TSTUDS2ND <br />TO SPACED O.C. AT 2ND <br />TO CONC <br />i ¢ ne �I.SN row sM LN <br />D�MANIFJ <br />A <br />FLOOR WALLS ADJACENT TO <br />FLOOR <br />STAIR WELLS AND BATHROOM <br />FLOOR UV 9/4• <br />FPAPLO <br />au <br />oAlv..taL <br />ro To <br />WALLS W/ TILE PNIBH <br />4 <br />WOOD FLOOR <br />n•aTr. u�. go. <br />YoOp MN <br />FM�IMD <br />WOM JAMS RM <br />W/ 1/4' WOOD <br />SCREW <br />PRODUCT N- <br />VCAL T <br />Aa'N' RSSO. S TRAM I' <br />Sr D <br />WOOD BABEBOARD <br />FAWBOD TO ROCS <br />TRAM BRAC¢T6 <br />W PICDICT <br />NTICVAL IYG <br />FINISH FLOOR <br />1-STORY TYP. <br />INT. WALL <br />2-B GAS LINE THRU BLACK <br />3 GARAGE DOOR <br />JAMBS <br />D1 SCALE:II/2'•1'-0' <br />1A METAL STUDS(NON-BRIG.).�""'�` <br />D1 SCAM 3/4•.r'-o• <br />WE ENERGY CODE PC" <br />INSULATION R•VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />$TRIPB • 24' OjC. <br />8' CMU <br />1/U' GYP. ILL. ISD.- <br />WOOD BASE — <br />0'-0' FIN. FLR.L <br />n. <br />n W/ WINDOW OPENING <br />N <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.LL <br />ROOF SWEATHING <br />THICIOdESB AS PER <br />SHEET SNL. <br />SECURED PER <br />FASTENER 80WEDULE <br />REFERENCE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK. 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />• • ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 160SB.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'0-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 'ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />FIBEIR'PLASS BHINGL£S <br />WITH UNDERLAYMENT <br />AS PER FBCR 905J.1. <br />ROOF SHEATHING <br />THICI"86 AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'•0' FIN. PLR,L <br />S' CMU — <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O,C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR SODA. <br />s EA. END ROOF SHEATHING <br />2x LSLOCKING BETWEEN TFAASES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />8TFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS M%. DRIP EDGE <br />AX PRE-ENG WD. TRUSS 9x. 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION //// VENTED SOFFIT <br />CONT. 2x RAT SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SWEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />S/S' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />- WEEP SCREED <br />2x P.T. SECURED PER <br />R-AJ INSULATION STRUCTURAL DETAILS <br />WMAA�Ac ATTACHMENT <br />B�PECIFIFICATIOONS <br />Ix2 P.T. FURRIN6— <br />$TRIPS • 24' OC. <br />1/2' GYP. WL. DO — <br />WOOD BASE— <br />CMU <br />. — 0'•0' FIN. FLR <br />a . <br />.. ROOF SHEATHING THICKNE58 18 <br />ENGINEERED PER SCE I-I6 IN <br />° ACCORDANCE WITH FBCR 2020 <br />• ° ^ 1TH EDITION, SECTION R301.1.3 <br />AND 16099.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE' 3/4'.T-0' UNDERLAYMENT N ACCORDANCE <br />WITH FBCR 1305.1.1.1 OF THE FBCR <br />2020 'ITH EDITION 18 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7748078 <br />FAX: 407-7744078 <br />www.ebdesWgroup.mm <br />AA #: 0003325 <br />o <br />no <br />SUDDIV e. LOT <br />ABBOTT PARK <br />LOT #11 <br />BLK #13 <br />PHASE 4B <br />PIROJECT111111 <br />04181.04B-11131 <br />UDDZIA <br />4EBB <br />"1828-CALI" <br />GARAGE 8WMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />DAPS-. 02/08/22 <br />SCALE: 1/4"=1'-0" <br />N*IM= <br />D1 <br />