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2X4 TOP PLATE <br />PRE-FAB TRUSS <br />V2' CLG. <br />I/U' DRYWALL T4 r <br />SECURE PST. — <br />PLATE TO SLAB <br />WV 10d MASONRY <br />WAIL • 32, O.G <br />MAX <br />RN. RR <br />2X4 WOOD <br />STUDS •2W <br />O.C. <br />c54Lr.: 01 NVD HIV <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL SE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' OjC. <br />(i)TYP. INT. WALL ( NON—BRG. ) <br />\11D 1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR WSJ.. <br />ROOF SWEAT14MG <br />THICKNESS AS PER <br />SWEET SNL SECURED /6' GYPSUM w <br />FVR FASTENER OR 1/2' HIGH <br />SCREXLE STRENGTH CLG. <br />BOARD <br />`35H'ORb <br />Vt' DRYWALL 3/5' TOP <br />CHANNEL 125 <br />GA) <br />VC I%= 2 COAT r CFY e!� <br />rtl;,T •TIOcTIRAL FOR <br />PLA*Mt AITLWO <br />VY DRYWALL 01110my TO <br />3 5/S' OR 5 3/8' METAL STUDS MAsorser A T PIT. <br />aW TO FL1 <br />24' OC, 20 GA METAL TO BE CBL AO PM <br />INSTALLED N u I A <br />rnoolr.-r <br />RECEIVING UPPER/ LOWER 3 5/6' OR b Axo AVmI GRALAW Y. R!O. <br />CABINETS AND TUS(SWOWER 2b , . BOT�01,1 a wpm <br />GA METAL TO BE INSTALLED CHANNEL OM WL•ATAE! V" <br />N ALL OT'WER WALLS. STUDS LK MgLDM6 ALL <br />TO BE SPACED 16' OG. AT 2ND T C SECURED rM1C 4lKMORbY L1i �I��J <br />STA�WALLS ADJACENT TO crV.V.6tL01 <br />WELLS AND 15AIMMOOMM FFLO R W 3/4' yr m'aaa SRAo¢te <br />WALLS WY TLL.E FMIBFU M TO <br />WOOD FLOOR •ooc w• •QGP JAM F'6e <br />W/ V4' WOOD rR001GT 6ALY. AL DOOR <br />WOOD BASEBOARD—\ SCREW _ APFNOYAL RL!Q VEPIsy t PAB� 7T F — OT oI?3Bd <br />PRE-ENG TRUSS <br />I SEE ENEMY CODE FORMS <br />INSULATION R-vAL1�S <br />RIEFERENCE 6TRUCTURAL <br />J/ <br />MTL DRIP EDGE <br />�,PEI¢ ELEVATON <br />2x FASCIA PER <br />ELEVATICNS <br />INSULATION -- <br />VENTED SOFFITR-4J <br />WINDOW ATTACHMENTAS PER MANUFACTURED <br />SPECIFICATIONS'�REN`'E <br />TISTFIUCTUR& <br />V2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />Ix2 P.T. FURRMG— <br />STRIPS • 24' O.C. <br />w CMU <br />VS' GYP. WL BD. - <br />WOOD BASE — <br />`FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON—BRG.) <br />D1 SCALF, 3/4'.r-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS FIER FBGR 905J1 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <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 />2B GAS LINE THRU BLOCK <br />seas ur.r <br />FIBERGIASS SHINGLES <br />WITH UNDER-AYMENT <br />AS PER FSCR 10511. <br />ROOF SFIEATHING <br />THICKNE86 AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL DRIP EDGE) / <br />/ i <br />2x FASCIA PER J MA <br />ELEVATIONS o} <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SWEET SNL 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 />0' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />3 _ GARAGE DOOR JAMBS <br />\11D1 SCALE- 1 1/2'■1'-0' <br />—2X4 SPF 24' OG. MAX, <br />SECURE UV (2)12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS <br />STIFFBACK AT ALL UPRr*4 <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS --- <br />CONT.I2x RAT RN SECURED PER-/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />NSULATION R-VALUES <br />J PER ELEVATION <br />5/8' GYPSlUM E50ARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />'REFERENCE <br />STRUCTURAL <br />-Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR S0511. <br />ROOF OWAT14NG <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SWEATHINCs <br />THICIQ.ESS AS PER <br />SWEET SNL SECURE MR <br />FASTENER SCHEDULE <br />ON SWEET SNL <br />PRE-EW& GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL. DETAILS <br />CMU <br />0'-0' FIN. FLRl < _ 0'-0' FIN. FLR 0'-0. FIN, FLP l /� • — J 0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS ROOF SHEATHING T111C1QJESS IS <br />ENGINEERED PER ASCE 1-16 IN - ° a ENGINEERED PER ASCE 1-I6 IN <br />Q. ACC.ORDANCE WITH FSCR 2020 ° q • A HIE VA NGSECTI �021020 <br />1TH EDITION, SECTION R301.13 <br />AND 160912M. AND 16OSS.1. <br />W/ WINDOW OPENING TYR WALL SECTION W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING NO OPENING <br />NOTE: NOTE: <br />METHOD TO 5E USED FOR THE METHOD TO 5E USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />/"5�1—STORY GABLE BLOCK WALL INSTALLATION of ROOF <br />D1 SCAM- 3/4'-I'-m' UNDER-AYMENT IN ACCORDANCE D1 SCALE, 3/4'-I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH F$CR'505.1.0 OF THE FSCR WITH FSCR 90WA OF THE FBCR <br />2020 1TH EDITION 15 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486S TYPE III TYPE II OR ASTM 04865 TYPE III <br />OR TYPE IV UNDERLAYMENT_ OR TYPE IV UNDERLAYMENT. <br />alp <br />• <br />1441 N. RONALD RFAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA S: 0003325 <br />14 <br />C <br />MOMS <br />ABBOTT PARK <br />LOT 3 BLK 14 <br />PHASE 4C <br />PROJWT# <br />04181.04C-03142 <br />2i[ODSis <br />4EBB <br />"1828-CAI I" <br />GARAGR 8111II'TG: <br />LEFT <br />1p <br />DETAILS <br />16 H EXP. C <br />