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2X4 TOP PLATE 7 <br />A I C N I T L C T I <br />PLAT <br />COMM McAD <br />PRE-FAB TRUSS <br />IR' TNCK 7 COAT 1` C`1Y SII <br />I/2' CLG. BOARD T iTRCTLOAL FOR <br />D2lCTL7 ro R2Mo,eoene2+r <br />MASON[T 2s P.T. ao W i n <br />C�"A/ <br />NOTE: STUDS IN 5' DIA. SLEEVE, OLL"DroALL V <br />PARTITIONS SUPPORTING '"` GrOu I. <br />NOT GUT neoou � ata. <br />N' DRYWALL WALL HUNG PLUMBING REBAR "a'~'r 4 <br />nAaa� �oD 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL PIPE W"TNae6 MR LONGWOOD, FL32750 <br />CABINETS SHALL BE NOT BOND DO NOT GUT Y rw N o`I rawe�G �,. MOW De+o ems, PH: 407-7748078 <br />LESS THAN 2x4, WHERE oALv sTe�� re7 <br />DOORD MY fAX 407-7744078 <br />SOLID GROUT THE BOND neAcxeleACTcen www.abdesi n roup.com <br />SPACED NOT MORE en.0 aD. �AsrmeDTo fi A <br />SECURE ST. 2X4 WOOD W/ (1)- G5 BEAM AA 0: 0003325 <br />PLATE TO SLAB STUDS 024' THAN 16' O.C. OR, NOT _ O=S'w WOM ''"f1r"Douar FWA oALv.eau <br />W/ Wd MASONRY oo. LESS THAN 2x6, WHERE (2) COURSE __ KEBABS A Pa Vzwr-AL TRAax my DODR <br />NAIL / 32' O.C. SPACED NOT MORE FASTIWlD TO er oTxeRs <br />MAX THAN 24' O.C. " ` TRAM GRACxe1S ROOn <br />w rmopwT <br />. SLAB OVAL FWQ <br />a <br />FN. FLR <br />2A PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS <br />D1 ()TYP. INT. WALL ( NON— BRG.) SCALE: 3/4'.I'-0' 1 'cA"'y''''•' D1 SCALE: I I/2'GI'-0' <br />D1 SCALES 3/4'•1'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR SODA. <br />FIBERGLASS SHINGLES AS PER FBCR 905.1.1. • EA END ROOF BREATHING <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />FIBERGLASS SHINGLES THICKNESS AS PER SHEET BNI. <br />WITH UNDERLAYMENT AS PER PBCR 905.1.1. SHEET SNI. SECURED PER PER STRUCTURAL DETAILS <br />AS PER FBCR 905.1.1. ROOF FASTENER SCHEDULE SECURED PER <br />ROOF BREATHING THICKNESS AS PER FASTENER SCHEDULE <br />THICKNESS, AS PER SHEET D STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS <br />PER FASTENER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE _ MTL. DRIP EDGE <br />SCHEDULE OR 1/2' HIGH MAXI,� PRE -ENS WD. TRUSS 1. <br />2x FASCIA PER <br />STRENGTH CLG. 2x FASCIA PER Ai AX. ELEVATIONS <br />Tj <br />BOARD REFERENCE ELEVATIONS 0. P <br />STRUCTURAL VENTED SOFFIT ER ELEVATION VENTED SOFFIT O H <br />PRE-ENG TRUSS SEE ENERGY CODE FORME FOR CONT. 2x RAT RUN SECURED PER <br />�-ENG TRUSS WALL SHEATHING <br />INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION ENERGY <br />TER CODEEFSORMS FOR / x <br />SHEET SNI. SECURE PER THICKNESS AS PER <br />PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER <br />Zx FASCIA PER TYP. 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />ELEVATIONS OA ELEVATIONS 5/8' GYPSLIM BOARD OR 1/2' ON SHEET SNI. <br />R-4.1 INSULATION PRE-ENCx GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED RIGGER STRENGTH CLG. BOARD PRE-ENG. GABLE TRUES <br />WINDOW ATTACHMENT WEEP SCREED <br />�SAS PER PEGITUBES I ER <br />FIGATIONS STRUCTURAL DETAILS <br />Z PT SECURED PER <br />x <br />R-4.1 INSULATION 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' O.C. <br />I/2' THICK, 2 GOAT PORTLAND-Ix2ST <br />P.T. FURRING <br />8' cm <br />CEMENT PLASTER APPLIED <br />STRIPS 24' O,C. <br />I/2' THICK, Z COAT PORTLAND <br />DIRECTLY TO MASONRY <br />I!2' THICK, 2 COAT <br />1 BD, <br />U <br />CEMENT PLASTER APPLIED <br />1/2, GYP. WL. BD. <br />LAND CEMENT8, <br />DTPB. <br />ASE <br />W000'-0' <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER R APPLIED <br />DIRECTLY TO MASONRY <br />FIN. FLR,l <br />_ <br />_ J` 0� m' PIN. PLR <br />0'-0' FIN. FLR <br />e _ _ 0'-0' FIN. FLR <br />mt <br />e• crn) <br />a a <br />a m <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />a <br />W/ WINDOW OPENING TYP. WALL SECTION <br />N <br />H <br />NO OPENING NOTE: <br />NO OPENING <br />PER SECTION FBCR W5.1.1 - FOR <br />ROOF SLOPES 2.12 TO LESS THAN <br />BtJBDIV. & LOT: <br />SILVERADO <br />LOT #11 <br />BLK #15 <br />PROJECT* <br />03719.001-11151 <br />MODEL: <br />"2045—LANTANA" <br />GARAGE BM/IIJG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH E <br />(��:)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT 5 1-STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'•1'-0' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE, 3/4'•I'-C' <br />SLOPES OF 4:12 OR GRATER, (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE II, ASTM D 4865 TYPE <br />IV, OR ASTM D 61571 mi 0 8 02 <br />A DATE-03/02/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 of <br />