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2X4 TOP PLATE <br />MR- rot 6 <br />_ PRIS-FA6 TMJ" <br />1/2' Ox. BOARD <br />IR' oRYWALL --, TPr <br />SEOJRE BT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FIN. FLR, <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />SLAB <br />rvv i c: .7 1 UL/.7 rry <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN Ifo' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24" O.G. <br />TYP. INT. WALL ( NON-BRG. ) <br />D1 SCALE, 3/4'.I'-0' <br />—35/8'OR1 <br />1/2' DRYWALL 3/8' TOP <br />CHANNEL f2S <br />GAJ <br />U2' DRYWALL <br />3 D/S' OR 5 3/S' METAL STUDS <br />24' O.C. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/8' OR 5 <br />CABINETS AND TUBAHOUER 25 <br />34, BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL l25 <br />IN ALL OTHER WALLS. STUDS <br />GSA J SEED <br />TO BE SPACED 16' OZ. AT 2ND <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />W/ V4' WOOD <br />WOOD BASEBOARDS <br />SCREW <br />`FINISH FLOOR <br />1-STORY TYP. INT. WALL <br />m- METAL STUDS NON-BRG. <br />D1 SCALE, 3/4'•1'-0' <br />Y4 LN <br />I t/tit WAWA PM G" LW <br />v au <br />N'GM aLm <br />0=0 YN <br />r <br />zB GAS LINE THRU BLOCK <br />\ZV -- <br />w w 4_Nj <br />FM <br />FM <br />a,�Lv. sao. ora�,8no coon <br />Nlfi.my v1 H". TI�fGC DY dRILM <br />r "m TOmoan <br />TRACK oN <br />W PRO A <br />R9VAL <br />AFFINC. <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24. O.C. MAX. WITH UNDER-AYMENI <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />FIBERGLASS SHINGLES <br />A8 PER POOR 905.1.1. 4 EA. END ROOF BFIEATHING <br />ROOF SHEATHING <br />WITH LINDERLAYMENT 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />FIBERGLASS SHINGLES AS PER FBCR 905.U. THICKNE89 AS PER PER STRUCTURAL DETAILS SHEET D <br />NL <br />WITH UNDERLAYMENT ROOF SHEATHING SHEET SNI. SECURED PER SECURED PER <br />AS PER POOR 905.1.E THICKNESS AS PER FASTENER SCHEDULE FASTENER SCHEDULE <br />ROOF SHEATHING SHEET SNI. <br />THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRKsF1Ta <br />SHEET SNI. SECURED /8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR 1/2' HIGH 2x FASCIA PER <br />SCHEDULE STRENGTH CLG. 2x FASCIA PER MAx PRE-ENG WD. TPIUS6 AX <br />BOARD REFERENCE ELEVATIONS O. ELEVATIONS <br />T STRUCTURAL PER ELEVATION VENTED SOFFIT <br />VENTED SOFFIT <br />PRE-ENG TMJ86 SEE ENERGY CODE FORMS FOR PRE-ENG TRU88 WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR <br />MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNI. SECURE PER INSULATION R-VALUES THICKNESS AS PER <br />0. PER ELEVATION FASTENER SCHEDULE SHEET SMI. SECURE PER <br />2x FASCIA PER n-P 2x FASCIA PER ON SHEET 8NI PER ELEVATION FASTENER SCHEDULE <br />ELEVATIONS 0N. ELEVATIONS 3/8' GYPSUM BOARD OR 1/2' <br />R-4.1 INSULATION PRE-ENG— GABLE TRUSS HIGH STRENGTH,ON SHEET BNI. <br />CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />REFERENCE WNDOW ATTACHMENT A$ PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />Ix2 P.T. FURRING STRUCTURAL <br />STRIPS • 24' OG. <br />1/2' THICK 2 COAT PORTLAND P.T. FURRINCs <br />1/J' THICK, 2 COAT PORTLAND 8' CNRJ CEMENT PLASTER APPLIED STRI1/2' THICK 2 COAT �' GYP•WL.•or— <br />BD. <br />CEMENT PLASTER APPLIED V2' GYP. WL. BD. DIRECTLY TO MASONRYCIEMENT <br />WOOD BAD S• CMU <br />DIRECTLY TO MASONRY WOOD B A�A6TE APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR, _ - _ �, 0'-0' FIN. FLR 0'-0' FIN. FLR _ 0'-0' FIN PLR <br />e' cM1J a . <br />a ' ° ROOF SHEATHING THICKNESS IS ° . ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE I-I6 IN a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 -.,, ACCORDANCE WITH FBGR 2020 <br />4. ITH EDITION, SECTION R301.1.3 4 _ 1TH EDITION, SECTION R30I.19 <br />AND 160S5.1. AND 1609.5.1. <br />WL WINDOW OPENING n TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NO OPENING <br />NOTE: NOTE: <br />METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE <br />4 1-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 D� SCALE' 3/4'.d'-o' DH FBCR OF IN ACCORDANCE FBGR WITH FBCR 905.1.1.1 OF THE FBCR WITH <br />2020 'ITH EDITION IS 04 WHICH USES 2020 NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abWasign9mup.mm <br />AA N: 0003325 <br />� <br />rr <br />9 <br />qkq <br />it <br />IN3 <br />4 <br />BUDDIV. 4 LOT <br />ABBOTT PARK <br />LOT #41 <br />BLK. #7 <br />PROJZECT# <br />041 1.000-41071 <br />340DEL' <br />4EBB <br />"1828-CALI" <br />OARAOZ DWtN0: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. VI <br />DATTM 9/21/21 <br />8CALE: 1/a"=1'-0" <br />DKZZT <br />D1 <br />