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2X4 TOP PLATE — <br />A N C N I T L C T <br />PEAT -IF <br />GOI°!R DEAD <br />PRE -PAS TRUSS <br />w' nuac s COAT <br />°' cm m <br />Vt' CLG. 150ARP <br />AR <br />E7IUCVJRAL MR <br />RIi'QICamm <br />W <br />NOTE STUDS IN <br />DNIECTL7 TO <br />MAsaorr <br />�° P.T. YD <br />``A°AC�W'` <br />PARTITIONS SUPPORTING <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />,� � <br />1/2' DRYWALL <br />WALL HUNG PLUMBING <br />REBAR <br />�'�� <br />GEALAW1 <br />FIXTURES AND WALL <br />PIPE <br />�°R °0D <br />►T tll• <br />1441N. RONALDGWOOD, FL GAN3275 BLVD. <br />LONGWOOD, FL 92750 <br />CABINETS SHALL BE NOT <br />MaLo �L <br />� <br />PH: 407-7744078 <br />LESS THAN 2x4, WHERE <br />BOND BEAM <br />O NOT CUT <br />p LEEVE'cRess u,E <br />(By <br />DOOR MA"J <br />FAX: 407-774-4078 <br />SPACED NOT MORE <br />SOLID GROUT <br />THE BOND <br />av <br />a4Lv.°7aL <br />Ero <br />IMM <br />wwwAA <br />SECURE BT. <br />2X4 WOOD <br />STUDS °24' <br />THAN 16' O.G. OR, NOT <br />W/ (D- 05 <br />_ <br />BEAM <br />ur°T.w Eo <br />OTOD sAr <br />TO <br />WOW JAMB FM <br />*: 003325.00m <br />AA M: 0003325 <br />W/ � MASOONARY <br />DO• <br />LESS THAN 2x6, WHERE <br />(2) COURSE <br />_ <br />REBARS <br />� REn vYElE ICAL. TRAM <br />o�eB+eaD DOOR <br />D7 otrORs <br />NAIL • 32' Or— <br />SPACED NOT MORE4 <br />°, `TO TO ' DE <br />DRAFTING BY: <br />MAX <br />THAN 24' O.G. <br />` <br />TRACKORKIClTD ROOM <br />A.B. DESIGN GROUP <br />w MocoOT <br />APROVAL FUM <br />DRAFTING INC. <br />. BLAB�'4 <br />5439 BEAUMONT CENTER BLVD. <br />&.0. <br />SUITE 1004 <br />FIN. FLR <br />TAMPA, FLORIDA 33634 <br />�A,PIPE <br />THROUGH BOND <br />BEAM <br />2B_ GAS LINE THRU BLOCK <br />�� GARAGE DOOR JAMBS <br />AX 8>�3-:�2802 <br />2A SCALE: 3/4'.I'-V <br />--'T'D' <br />SCALE: 11/2'•I'-V' <br />TYP. INT. WALL NON-BRG. <br />SCALE. 3/4'•1'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O,C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE LW` (2) 12d NAILS AS PER POOR 909.1.1. <br />FIBERGLASS SHINGLES AS PER FBCR W5.1.1. • EA END ROOF SHEATHING <br />FIBERGLASS SHINGLES WITH TUNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />WITH UNDERLAY-IENT AS PER FBCR I.I.909.SHEETSNI.. SECURED PER HICKNESS AS PER PER STRUCTURAL DETAILS SHEET SDI. <br />AS PER FBCR 905J.1. ROOF SHEATHING FASTENER SCHEDULE FASTENER SCSECURED PER <br />ROOF SHEATHING THICKNESS A% PER HEDULE SHEET SNI. <br />THICKNESS AS PER SECURED DER STIFFBACK AT ALL UPRIGHTS <br />SHEET BNL SECURED 5/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR 1/2' HIGH 9' g' <br />SCHEDULE PRE-ENG WD. TRUSS 2x FASCIA PER <br />STRENGTH GLG. 2x FASCIA PER rtAx Ax. E�Jl;.laF <br />BOARD REFERENCE ELEVATIONS O ELEVATIONS <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />PRE-ENG TRUSS PRE-ENG TRU88 STRUCTURAL DETAILS <br />INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE ENERGY <br />CODE <br />FOR <br />SHEET SNI. SECURE PER THICKNESS AS PER <br />®. PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER <br />2x FASCIA PER TYP. 2x FASCIA PER ON 84EET ON PER ELEVATION FASTENER SCHEDULE ($; <br />ELEVATIONS O.H. ELEVATIONS 5/V GYPSUM BOARD OR 1/2' ON SWEET SNI. t> <br />PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD <br />VENTED SOFFIT INSULATION VENTED SOFFIT WEEP SCREED EE SC GABLE TRUSS <br />WIND WEWINDINSULATION <br />ATTACHMENT WEP SCREED <br />AS �SPECIFIGATIONB6 STRUCTURAL DETAIR MANUFACTURES 2x P.T. SECURED LS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />REFERENCE WINDOW ATTACHMENT AS PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />ERENCE <br />Ix2 P.T. FURRING STRUCTURAL <br />STRIPS • 24. OC. BUHDIV. de RAT <br />1/2 THICC 2 COAT PORTLAND Ix2 P.T. FURRING SILVERADO <br />CEMENT PLASTER APPLIED STRIP% • 24' O.C. <br />I/2' THICK, 2 COAT PORTLAND %� cm DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2' GYP. wL. ep. LOT# 12 <br />CEMENT PLASTER APPLIED Vt' GYP. WL. BD. PORTLAND CEMENT WOOD BASE • cI-n.1 BLK 15 <br />DIRECTLY TO MASONRY �p BASE PLASTER APPLIED <br />DIRECTLY TO MASONRY PROJECT* <br />0'-0' FIN. FLR. _ • _ J� 0'-01 FIN. FLR 0'-W FIN. FLR _ 0'-0' FIN FLR 03719.001-12151 <br />~ MODEL: <br />368 DESTIN <br />° GARAGE SAYING: <br />° LEFT <br />a• ° a - PAGE: <br />ti W/ WINDOW OPENING B TYP. WALL SECTION W/ WINDOW OPENING B TYP. WALL SECTION DETAILS <br />NO OPENING NOTE: NO OPENING <br />PER SECTION FBCR W5.1.1 - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />(�4:)1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT 5 1-STORY GABLE BLOCK WALL c Ir cT <br />SCALE, 3/4'-1'-0' SYSTEM IS REQUIRED. FOR ROOF SCALE: 3/4'.I'-V <br />SLOPES OF 4:12 OR GREATER, (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />0226 TYPE II, ASTM D 4864B TYPE {� 1 <br />IV, OR ASTM D 6151 R <br />10 <br />DATE: 03/05/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />D1 <br />