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2X4 TOP PLATE — <br />ems .� 39/S.ORD <br />3w TOP <br />PL•°+'� Y In' DRYWALL CHANNEL (25 <br />PRE -FAD TRJS& GAd CORQR DEAD <br />in- Tw r, a COAT S' Cm WE <br />7 <br />1/2' CLG. BOARD I•oRn°aro CeneKr STRicnw,eL role <br />PLASTER AI•PLIED REUCTURs L FO <br />IA' DRYWALL DIRECTLY TO <br />3 D/S. 1 D 3/8' METAL STUDS � P.T. 210 A TO sW.L <br />NOTE: STUDS IN 24' O.C. 20 GA METAL TO BE CELL As PER <br />PARTITIONS SUPPORTING INSTALLED IN WALLS ASAL REn <br />1/2' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/8' OR D CAux.eowAL KALA+T <br />CABINETS AND TUD/BFIOWER 25 34, eaTTay BACKM Roo 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL GA METAL TO DE METALLED WATwu STRIP LONG OD, FL32750 <br />CHANNEL (2D <br />CABINETS SHALL 5E NOT N ALL OTHER WALLS. STUDS GA.) SECURED LRt MOLLPHS ALL PH: 407-774-6078 <br />TO DE SPACED 16' OZ. AT 2Np fp1l, <br />AROUND reYLESS THAN 2x4, WHERE TO CCNCoALV. s,ul DCOR MAMPJ FAX: 407-7744078 <br />FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' au www.abdesigngroup.com <br />2X4 WOOD SPACED NOT MORE STAIR WELLS AND BATHROO'7 PAP 4 TO r STr•..L so. FASTeeo W AA #: 0003325 <br />SECURE BT.STUDS �'14' THAN I6' O.C. OR, NOT WALLS W/ TILE FNISH WOOD FLOOR = earl G� JAMB MR <br />PLATE TO &LAD OG PROpuCT oALv. eteeL OVEM400 DOCR <br />W/ Imd MASONRY LESS THAN 2xb, WHERE <br />NAIL • 32' O.C. SPACED NOT MORE <br />W/ v4 WOOD <br />WOOD BASEBOARD SCREW <br />APPROVAL REGL VERTICAL TRACK eY OTNM <br />BY Sae ALF. ro <br />MAX THAN 24' O.C. <br />T1°CK deACIMMWf Rpm <br />optICT <br />. SLAB <br />PR <br />AF1'ROVALOVAL RELY <br />FINISH FLOOR <br />FM. FLR <br />1—STORY TYP. INT. WALL <br />2B GAS LINE THRU BLOCK <br />3 GARAGE DOOR JAMBS <br />°CUE' •.r a <br />D1 SCALE: 1 1/2'.I'-0' <br />TYP. INT. WALL (NON—BRG.) <br />1A METAL STUDS NON—BRG. <br />D1 SCALE: 3/4'.1'-O' <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F5CR 968.1.1. <br />ROOF SHEATHING <br />2X4 SPF 24' O.C. MAX <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />WITH UNDERLAYMENT <br />AS PER F5CR 908.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI <br />1924 <br />!3 <br />a�� <br />o <br />1 <br />FIBEIR3LA88 914INGLES <br />THICKNESS AS PER PER STRUCTURAL DETAILS SECURED PER <br />WITH UNDERLAYMENT AS PER F5CR 908.1.1. SHEET SNI. SECURED PER <br />AS PER F5CR 905.1.1. ROOF SHEATHING FASTENER SCHEDULE <br />ROOF SHSWEET SNI. <br />EATHING THICKNESS AS PER FASTENER SCHEDULE <br />THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED S/S' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL, DRIP EDGE <br />1. <br />PER FASTENER <br />SCHEDULE BRTRENGTH CLG. 2x FASCIA PER MADE '—PRE-ENG WD• TR188 Ax. 2x FASCIA PER <br />BOARD REFERENCE ELEVATIONS O i ELEVATIONS <br />Jew L AVAV04N, STRUCTURAL VENTED SOFFIT PER ELEVATION //// VENTED SOFFIT <br />ARf ul <br />lu <br />SEE ENERGY CODE FORMS FI WALL SHEATHING CONT. 2x RAT RUN SECURED PER O <br />PRE-ENG TRUSS INSULATION R-VALUES PRE-'� THICKNESS AS PER WALL SHEATHING Z <br />STRUCTURAL DETAILS <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR a <br />MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-VALUES THICKNESS AS PER qq <br />PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER A <br />2x FASCIA PER TYP 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE qqq <br />ELEVATIONS O.N. ELEVATIONS S/S' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />R-4U INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS 2x PT SECURED PER <br />R-4.1INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />FERENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS 24' OTC. <br />1/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />m' cMu <br />CEMENT PLASTER APPLIED <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />I/2' THICK, 2 GOAT <br />1/2'GYP.STRIPS <br />, cm <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />PORTLAND <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />WOOD SASE <br />PLASTER PPLED <br />DIRECTLY TO MASONRY <br />0'-m' FIN. FLR� <br />o <br />— <br />J, 0'-0' FIN. FLR <br />— <br />0'-0' FIN. FLR <br />®'-0' FIN. FL—R <br />tl <br />e, cm° <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ENGINEERED PER ASCE 1-16 IN <br />o <br />ACCORDANCE WITH F5CR 2020 <br />ACCORDANCE WITH F5CR 2020 <br />q' <br />1TH EDITION, SECTION R301.13 <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />AND 1(095.1. <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />V <br />N B <br />NO OPENING <br />NO OPENING <br />NOTE: <br />NOTE: <br />METHOD TO 5E USED FOR THE <br />METHOD TO 5E USED FOR THE <br />aVHDIV. ae L.OT: <br />ABBOTT PARK <br />LOT #26 <br />BLK. #7 <br />PROJECT# <br />04181.000-26071 <br />MODEU <br />4EBB <br />"1828-CALI" <br />GARAGE BWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH W. C <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF r5_'),1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4•.I'-®• UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.r-m' UNDERLAYMENT IN ACCORDANCE <br />D1 WITH FBCR 905.I.1.1 OF THE F5CR D1 WITH F5CR 905.I.I.I OF THE F5CR <br />2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 nq <br />TYPE II OR ASTM D4 *11 TYPE III TYPE II OR ASTM D406S TYPE III 1 C t <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />A <br />NO M <br />DATE-8/14/21 <br />SCALE: 1/4"=1'-0" <br />a*== <br />D1 <br />