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2X4 TOP PLATE <br />3Sib, OR5 <br />1/2. DRYWALL 3/0, TOP <br />PLANCHANNEL(25 w� <br />GA.) GORNCR BEAD <br />PRE-FAB TRU99 . TMIANP CQM1T <br />12' CLG. BOARD MATT R c 5h OAT <br />PL46TER APPLIED <br />12' DRYWALL DIRECTLY TO <br />3 5/0' OR 5 31W METAL STUDS MA60Ml1' ATT OWED TO RLL <br />NOTE: STUDS IN 24' O.C. 20 GA METAL TO BE BELL A6 PER <br />PARTITIONS SUPPORTING INSTALLED IN WALLS AP44plooAL RIM <br />12' DRYWALL WALL HUNG PLUMBING RECEIVING UPPER/ LOWER 3 5/S' OR 5 GAYLK AtD aa.L 694LMT a <br />CABINETS AND TUB/SHOWER 25 3/8' BOTTOM Roo o 1441 N. RONALD REAGAN BLVD. <br />— FIXTURES AND WALL GA METAL TO BE INSTALLED LLlATiER6TwP LONG WOOD, FL32760 <br />CABINETS SHALL BE NOT IN ALL OTHER WALLS. STUDS CHANNEL (25 LN Mp+D►+O ALL <br />GA.) SECURED MiLDIPARCIM ror PH: 407-774-6078 <br />TO BE SPACED 16' OC. AT 2Np i �• Pve E.6M RH. aA/ LK <br />LESS THAN 2x4, WHERE TO C� aALv.6rnL Dose Mew+a FAK 407-7744078 <br />FLOOR WALLS ADJACENT TO • a•u <br />SPACED NOT MORE STAIR WELLS AND BATHROOM FLOOR O 3/4 w orP Ro <br />SECURE BT. 2X4 WOOF PAP t TO WOOD J D B AA #: 0003325 <br />TRecK ERAacE» www.a es gngroup.com <br />PLATE TO SLAB STUDS e24' THAN 16' O.G. OR, NOT WALLS W/ TILE FINISH WOOD FLOOR —uyeD E,yE Film Ja•Ip DER <br />W/ 10d MASONRY OG. LESS THAN 2x6, WHERE w/ v4' WOOD MI& yx:6ix». T�ie.ac <br />OVEIWCAD DOOR <br />NAIL a 32' O.C. SPACED NOT MORE WOOD BASEBOARD SCREW er T" I' ca 6Y an6aa6 <br />MAX THAN 24' O.G. TRACK o ro ROOM <br />w/ PRooucr <br />. SLAB APPROVAL qG <br />FIN FLR FINISH FLOOR <br />1—STORY TYP. INT. WALL 2B GAS LINE THRU BLACK _ 3 GARAGE DOOR JAMBS <br />D ""°' "'''• D1 SCALE: 1 I/2'•I'-0' <br />(2)TYP. INT. WALL (NON—BRG.) 1A METAL STUDS NON—BRG. <br />D1 SCALE: 3/4'.I'-0' D 1 SCALE: 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH LINDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />FIBERGLASS SHINGLES AS PER FBCR 905.I.I. a EA END ROOF SHEATHING <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />SHEET SNI <br />a <br />o <br />FIBERGLASS SHINGLES AS PER FBCR 905.I.t. THICKNESS AS PER PER STRUCTURAL DETAILS <br />SHEET SNI. SECURED PER SECURED PER <br />WITH LtMRLAYMENT ROOF SHEATHING FASTENER SCHEDULE FASTENER SCHEDULE <br />AS PER FBCR 905.1.1. THICKNESS AS PER <br />ROOF SHEAT' W. SHEET SNI. <br />THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS <br />SHEET ON). SECURED 5/0, GYPSLBM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR 12' NIGH g• g' <br />SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX PRE- ' �• TES AX. 2x FASCIA PER WN U) <br />BOARD REFERENCE ELEVATIONS O. ELEVATIONS ul <br />STRUCTURAL <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR CONT. 2x RAT RUN SECURED PER / O <br />PRE-ENG TRUSS \\\ PRE -ENS WALL SHEATHING TRUSS STRUCTURAL DETAILS J/ <br />INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING = <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE MSULATON R-VALUES <br />FORMS <br />SHEET SNI. SECURE PER THICKNESS AS PER <br />®, PER ELEVATION FASTENER SCHEDULE SHEET SNL SECURE PER <br />2x FASCIA PER n-p 2x FASCIA PER ON SHEET BNI PER ELEVATION FASTENER SCHEDULE <br />ELEVATIONS Oy.l ELEVATIONS <br />R-4.1 INSULATION .q PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 12' ON SHEET SNI. <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED HIGH STRENGTH BNCs. G <br />STRETH GLG. BOARD PRE-EABLE TRiJ89 <br />�SIWINDOW ATTACHMENT WEEP SCREED <br />PER MANUFACTURES P.T. SECURED PER <br />SPECIFICATIONS STT RUCTURAL DETAILS 2x P.T.SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS a 24' O.C. <br />1/2'K, ' THIC2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />S' cm <br />CEMENT PLASTER APPLIED <br />1/2' THICK• 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/2' THICK, 2 GOAT <br />GYP. WL.•BD. <br />, CMU <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />PORTLAND CEMENT <br />WOOD BABE <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I <br />0'-0' FIN. FLR <br />_ <br />_ }� 0'-0' FIN. FLR <br />0'-0' FIN. FLR �L <br />• <br />_ 0'-0' FIN. FL.R <br />CM <br />Cmu <br />ROOF SHEATHING THICKNESS IS <br />, <br />- ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE I-I6 IN <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a,� <br />° ACCORDANCE WITH FBGR 2020 <br />• ° <br />1TH EDITION, SECTION R301.13 <br />°' <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />AND 16095.1. <br />W/ <br />WINDOW OPENING <br />rnTYP. WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />ti <br />ti <br />BNO <br />NO OPENING <br />NOTE: <br />O PENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />9VBDIV. Ae LOT: <br />ABBOTT PARK <br />LOT #20 BLR #12 <br />PHASE: 4C <br />PROJECT# <br />04181.04C-20121 <br />MODE1a <br />4EBB <br />"1828—CALI" <br />GARAGE 81MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />r4--\l—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4'-P-0• UNDERLAYMENT IN ACCORDANCE SCALE: 3/4'-1'-0• UNDERLAYMENT IN ACCORDANCE T` <br />D1 WITH FBCR S05.1.1.1 OF THE FBCR D1 WITH FBCR W5.1.1.1 OF THE FBCR O <br />2020 ITH EDITION IS 04 WHICH USES 2020'TTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 1>226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III TYPE II OR ASTM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. C <br />ROLAPD A ABoucHACRA <br />AR No 93723 <br />ORATE 2/04/22 <br />8CALE: 1/4"=1'-0" <br />a*== <br />D1 <br />