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I <br />2X4 TOP PLATE <br />e�y�.���.���'' �� �11 3 5/8' OR 5 <br />PLAT --IF IR' DRYWALL CHANNEL (25 <br />�'�•� Y GA.) COPIN R DEAD <br />PRE-FAB TRIM <br />N' THICK. 7 COAT 1• CMU ee! <br />IR• CLG. BOARD'S Cle•iMi ST�r+RAL FOR <br />nIFMTL AITLI6D pwlt GB9lM <br />PORT <br />1/2' DRYWALL DiR�nr to <br />3 5/$' ORB 3/8' METAL STUDS t7AeOlY�T ATTACKD TO FILL <br />NOTE: STUDS IN 24' OG 20 GA METAL TO DE CELL AS FWA <br />PARTITIONS SUPPORTING INSTALLED IN WALLS AL Rm <br />I/2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/8, OR 5 wo NA. GRALANT <br />CABINEtB AND TUD/SWOURR 26 tCD <br />FIXTURES AND WALL GA METAL TO 15E INSTALLED 3/6' BOTTOM uA It Snag <br />CABINETS SHALL ME NOT IN ALL OTHER WALLS. STUDS GA SECURED LM ADM °LL <br />TO BE SPACED 16' O.C. AT 2NO n.ea•.s roa aw �K AROUND r8Y <br />LESS THAN 2x4, WHERE FLOOR WALLS ADJACENT TO FL CONC cru yLL�•e�L DOOR m~j <br />R"TW4W TO 7X4 WOOD SPACED NOT MORE STAIR WELLS AND 15ATWROOM PAS°: Tc 3/4• H•et:.�� ,RA tlRAdD:Te <br />SECURE Br. STUDS •2a• THAN 16' O.G. OR, NOT WALL$ W/ TILE FINISH WlooD FLOOR 7ncD sue wom �" MR <br />PLATE TO SLAD MDDUCt axv. eTeeL <br />tw led MAeoNRr °C LESS THAN 2x6, WHERE ul/ va wooD AF"WDVAL Rug %VRiCAL TRACK MY ono DOOR <br />NAIL • 32 O.G. SPACED NOT MORE wood BASEBOARD SCREW 'yam TO or on:Re <br />M THAN 24' O.G. I TpQAm B A Te Roon <br />SLAB <br />FIN. PLR <br />TYP. INT. WALL (NON—BRG.) <br />D 1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <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 />I1-1. <br />TYP. <br />O.H. <br />5/8' GYPSUM Bt <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />.RENCE STRUCTURAL <br />ELEVATION <br />`—R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS s 24' Or- <br />a* CMU <br />1/2' GYP. WL. 5D.- <br />WOOD SASE — <br />0'-0' FIN. FLRJII _ <br />m <br />a <br />W/ WINDOW OPENING <br />1-FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS NON—BRG. <br />D 1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <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 />J V'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH F5CR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160 1.5.1. <br />TYP. WALL SECTION <br />SECTION <br />N�ING <br />NOTE: <br />METHOD TO ME USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE: 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR S05.1.1.1 OF THE F5CR <br />2020 1TH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D48613 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />2B GAS LINE THRU BLACK <br />euu. w•.r-r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F5CR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />1. <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 />1/2' THICK, 2 COAT-J/ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0 -0' FIN. FLR <br />8' CMU <br />s GARAGE DOOR JAMBS <br />p1 SCALE: 11/2'.1'-0' <br />� 2X4 SPF 24' O.C. MAX. — <br />SECURE W/ (2) 12d NAILS <br />0 EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />STRUCTURAL <br />RAT RUN SECURED PER--/� <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />If <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS s 24' O.C. <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <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 />&TO <br />4- NjIJ 0'-0' FIN. FLR <br />4 ROOF SHEATHING THICKNESS 15 <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH F5CR 2020 <br />1TH EDITION, SECTION R301.13 <br />_ . AND 1609.5.1. <br />N W/ WINDOW OPENING D TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO ME USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />qV <br />SCALE: 3/4'.I'-®' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR W5.1.1.1 OF THE F5CR <br />2020 1TH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE 11 OR ASTM D486-3 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407.7748078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />L <br />q <br />i <br />le <br />a <br />A <br />It <br />o <br />loIISDIV. Alt LOT: <br />ABBOTT PARK <br />LOT #25 <br />BLK #12 <br />PUROJIECT7/ <br />04181.000-25121 <br />MODZU <br />4EBB <br />"1828—CALI" <br />0AVA011 87MO: <br />LEFT <br />PAGO <br />DETAILS <br />160 MPH EXP. C <br />VT <br />AA <br />NO <br />DP� 09/21/21 <br />MICAM 1/4"=1'-0" <br />U!I'Ecw <br />1111,1 D1 <br />