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MRR.�FL�R 2X4 TOP PLATE <br />PLC <br />FRW-FA5 TRUSS <br />W'CLG. 50ARD <br />In' DRYWALL —tom 11 • , <br />SECURE 5T. — <br />PLATE TO SLA15 <br />W/ 10d MASONRY <br />NAIL • 32' O.G. <br />MAX <br />PIN. PLR <br />2X4 WOOD <br />8TUD8 e24' <br />O.C. <br />SLAS <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL SE N01 <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4'-1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PSCR SMJJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I -0 <br />TYP. <br />ELEVATIONS <br />O.N. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR. L <br />5/8' GYPSUM BOARD <br />C I/2' HIGH <br />STRENGTH 'LG. <br />BOARD <br />pL PER ELEY <br />SEE ENERGY CODE FOIe'TS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R•4.1INSULATION <br />�SPWINDOW ATTACHMENT <br />PER MANUFACTURES <br />BPEGIFICATIONB <br />iQ;WOOC) <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. OTC. <br />a, cmI/2'GYP. ILL. BD.— <br />BASE —� <br />A W/ WINDOW OPENING <br />5' DIA SLEEVi, <br />DO NOT CUT <br />ECHO SEAM NOT CUT <br />SOLID GROUT THE FOND <br />v (IJ• % SEMI <br />(2) COURSE - RESARS <br />LR\PIPE THROUGH BOND BEAM <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 105.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUES <br />M. 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. PIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />L4". ENGINEERED PER ASCE 'I -Iry IN <br />ACCORDANCE WITH F5CR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 1b09.5.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO ISE USED FOR THE <br />a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />p� SCALE: 3/4'•I'•0' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR S05.1.1.1 OF THE F5CR <br />2020 'ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />AND MAL <br />*A. LM <br />I Ir rVe 6aN M9R 6Y LK <br />rav <br />w• eTr. rL TxT. <br />soap BAN <br />%2tINGAS LJNJ THRU BLOCK <br />n.T .,— <br />FIBERGLASS aHINGLES <br />WITH UNDER4,AYMENT <br />AS PER FISOR 905.1.1. <br />ROOF "ATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER EPULE <br />MTL, DRIP EDGES1. <br />/ <br />2. p—a- PER MA; <br />WLEVATIONS O} <br />VENTED SOFFIT <br />WALK SHEATHING <br />THI SS AS PER <br />SHEET SNI. CURE PER <br />FASTENE SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />WIII,EP SCREED / <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/Y TWIJM 2 COAT <br />PORTLAND CEMENT <br />PLASTEJR APPLIED <br />DIRECTLYTQ MASONRY <br />V2' THICK 2 COAT - <br />PORn.00 C44R/T <br />"TM AITLIED <br />D2>IECTLT' TO <br />Maeo w <br />REa <br />PAWENM TO <br />TIMAX eRAclam <br />av nsocx= <br />APPRDVAL RW. <br />A"ACHED TO MLL <br />CELL AS MR <br />PRODTET <br />APPROVAL RQ6 <br />SEALANT. <br />EAOClIa ROD <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />—2X4 SPP 24' O.G. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS— <br />STIFF5ACK AT ALL UPR*W <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRJ88 — <br />CONT. 2x RAT RUN SECURED PER-"' <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 NSULATICN <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD. <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 105.I.L <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />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 />SHEET 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 />=- I <br />IN. FLR � _ }, 0'-0' FIN. PLR. <br />S' <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-I6 IN <br />„- ACCORDANCE WITH F5CR 2020 <br />a• ITH EDITION, SECTION R301.13 <br />AND 1609.5.I. <br />W/ WINDOW OPENING (-,) TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />�1-STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL METHOD TI SE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE. 3/4'•1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR W5.1.1.1 OF THE F5CR <br />2020 1TH EDITION IS 04 WHICH U F; <br />(2) TWO LAYERS OF ASTM D226 � R <br />TYPE II OR ASTM 0486S TYPE II <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />b <br />ro <br />c <br />sUSDM ac IAT <br />ABBOTT PARK <br />LOT #23 <br />BLK. #11 <br />PROJECT <br />04181.006-23112 <br />UODEL• <br />3EEB <br />"2260—ELSTON" <br />GARAGE stItING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 H &AC <br />