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2X4 TOP PLATE <br />PLAN T <br />GORIER MEAD <br />PRE-FAB TRU88 y TWIOC COAT <br />1/2' CLG. BOARD '0w T "Fi cTURAL roR <br />PLesmt APPLIED wwowmaO'!NT <br />HAOCKL7 TO <br />naeower ar P.T. w <br />ATTANOTE: STUDS IN <br />5' DIA. SLEEVE, CELL 8D IN FILL <br />CELL es PER <br />PARTITIONS SUPPORTING DO NOT CUT REa <br />V2' DRYWALL WALL HUNG PLUMBING REBAR C''It'� "� °°'LL 6AACI OLALR R= 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL PIPE VEA^+M� ORLANDO, FL 32750 <br />CABINETS SHALL BE NOT L1i 114MO D ALL <br />LESS THAN 2x4, WHERE BOND BEAM DO NOT CUT +• sLsvErowe.sLrE 6078 <br />DOOR PN:ao7-n4-407 <br />SOLID GROUT THE BOND �V•e7� FAx:ao7a7aao7e <br />SPACED NOT MORE T �TM www.abdeslgngroup.com <br />SECURE ST. 2X4 WOOD W/ (1)- 5 _ BEAM "'•O^'•"`'W. PA6TOW TO <br />STUDS 024' THAN 16' O.G. OR, NOT uDOD E.eE WOOD JAM PER AA #: 0003325 <br />PLATE TO SLAB (2) COURSE REBARS PRODUCT axv.emL,tr�D <br />W/ 10d MASONRY C•C• LESS THAN 2x6, WHERE -- APPROVAL REa *=0A, i= OV <br />NAIL 32' O.C. SPACED NOT MORE BY MAU TO ER! by OTHER DRAFTING BY: <br />PAOTMAX THAN 24' O.C. m•X OftACKTs 1°Dd" A.B. DESIGN GROUP <br />°V FWDCX= DRAFTING INC. <br />. SLAB APPRavA1 R[a 5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />FN. FL R TAMPA, FLORIDA 33634 <br />z- PIPE THROUGH BOND BEAM 2B cAS LINE THRU BIACK r3� GARAGE DOOR JAMBS PH: 813-886-2628 <br />FAX: 813S86-2802 <br />D1 TYP. INT. WALL (NON— BRG. ) SCALE: 3/4'•I'-0' '�''V'""•'' p1 SCALE: I I/2'•1'-0' <br />D1 SCALE, 3/4'•1'-0' <br />FIBERGLASS SHINGLES a <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />FIBERGLASS SHINGLES AS PER FBCR 908.1.1. • EA. END ROOF SHEATHING <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />SHEET SNI. <br />AS PER FBCR 908.1.E PER STRUCTURAL DETAILS FASTENER SCHEDULE <br />FIBERfaLA88 SHINGLES THICKNESS PER <br />WITH UNDEFLAYMENT ROOF SHEATHING£ FASTENER SCHEDULE E SECURED PER <br />AS PER FBCR 908.1.1. THICKNESS AS PER <br />ROOF SHEATHING SHEET ON]. <br />THICKNESS AS PER SECURED PER PER STRUCTURAL <br />TU ALL UPRIGHTS M A y w • w a <br />SHEET SNI. SECURED 5/S' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE MINN <br />PER FASTENER OR I/2' HIGH <br />SCHEDULE a PRE-ENG WD. TRUSS A• 2x FASCIA PER <br />STRENGTH CLG. 2x FASCIA PER MAX X. <br />BOARD REFERENCE ELEVATIONS o ELEVATIONS <br />STRUCTURAL VENTED SOFFIT J,PER ELEVATION VENTED SOFFIT <br />Ir <br />CONT. 2x RAT RUN SECURED PER <br />PRE-ENG TRESS SEE INSULATION <br />GODS FORMS FOR _ TRUSS WALLS AS PER STRUCTURAL DETAILS <br />NSULATION R-VALUES THICKNESS AS PER WALL SHEATHING <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION R V�UESS <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 SHEET SNI PER ELEVATION FASTENER SCHEDULE `V` <br />oN. ELEVATIONS ELEVATIONS ON SHEET SNI. O <br />VENTED SOFFIT ( R-4.1 INSULATION VENTED SOFFIT PRE_WE PE GABLE 5/8' GYPSUM BOARD OR IA' <br />SCR£ DE HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />A <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS 2x P.T. SECURED PER ag <br />R-4.1 INSULATION STRUCTURAL DETAILS • <br />REFERENCE WINDOW ATTACHMENT AS PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />ERENCE <br />Ix2 P.T. FURRING <br />ff <br />STRUCTURAL <br />STRIPS • 24. O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />e' CMu <br />CEMENT PLASTER APPLIED <br />STRIPS <br />1/2' <br />I/2' THICK, 2 GOAT PORTLAND <br />DIRECTLY TO MASONRYPORTLAND <br />THICK 2 COAT <br />�Yp•WL•• p� <br />, <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />WOOD BABE <br />CMU <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PEAS R ACPFD <br />DIRECTLY TO MASONRY <br />0 -0' FIN. FLR <br />_ ° <br />_ �, 0'-C • FIN FLR <br />V-0' FIN. FLRJL <br />° <br />_ 0'-C' FIN. FLR <br />a <br />• <br />S' CMU <br />° <br />e. <br />tl. <br />ROOF SHEATHING THICKNESS IS <br />tl. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />SCEFEC1 16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a <br />ACCORDANCE WINEERED TH TH 20 <br />4' <br />ITH EDITION, SECTION R301.19 <br />ITH EDITION, SECTION RR <br />AND 1609.5.1. <br />AND 1609.5.1. <br />i W/ <br />WINDOW OPENING <br />TYP.n SECTION <br />W/ WINDOW OPENING <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />StmDm de LOT: <br />SILVERADO <br />LOT #5 <br />BLK #16 <br />PROJECT* <br />03719,001-05161 <br />1#ODEta <br />2795-CAMDEN" <br />GARAGE 81YIWG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH E . H <br />( �l—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE : SCALE3/4'.I'-V UNDERLAYMENT IN ACCORDANCE ' <br />WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBCIR 905.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS 04 WHICH USES 2020 ITH EDITION IS 04 WHICH USES OF F I, <br />(2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 = t�. .A�o 9�0 <br />TYPE 11 OR ASTM 04869 TYPE III TYPE II OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. Ay <br />J 4y: A 72 ; <br />A <br />AR NO u37 <br />DwA E: 06/10/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />D1 <br />