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A <br />2X4 TOP MATE 7 <br />PLAN _1F -1'zPRE-rA5 TRUSS <br />1 r <br />!_7 <br />/2' LG. 150ARD <br />1,2' DRYWALL <br />SECURE SIT. - <br />PLATE TO SLA15 <br />UV 10d MASONRY <br />NAIL 0 32'OC. <br />MAX <br />FIN. FLR. <br />2X4 WOOD <br />STUDS 024. <br />OZ. <br />SLA5 <br />PARTITIONS SUPPORTING <br />WALL HUW_s PLUMBIWG <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR NOT <br />LESS THAN 2x(p, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(:T:)TYP. INT. WALL (NON—BRG.) <br />\1 �, SCALE: 3/4'-1'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F5CR WS1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNI ' SECURED <br />PER FASTENER <br />SCHEDULE <br />PIRE-EW. TRil" <br />MTL. DRIP EDGE <br />­1. <br />2x FASCIA PER -J A Typ.. <br />ELEVATIONS O.w <br />VENTED SOFFIT <br />1/2' THIM 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />V-0- FIN. FLRL� <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR <br />ROOF SHEATHING <br />THICKNESS AS PER <br />S SWEET SNI. <br />SECURED PER <br />FASTENER <br />5/6' GYPSUM 8:0ARD <br />SCHEDULE <br />OR In' HIGH <br />STRENGTH CLG. <br />BOARD <br />_!QSFERENCE <br />� PER ELEVA <br />STRUCTURAL <br />SEE ENERGY CODE FORMS FOR' PRE-EW3 TRIJSS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />,J,PER ELEVATION <br />2x FASCIA FUR <br />R-4.1 INSULATION ELEVATIONS <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />�:zz*,—SPIECIFICATIONS - -T iFq <br />I � r <br />I I STRUCTURAL <br />_,,,,—REPERENCE <br />IX2 P.T. FURRIW3 <br />STRIPS * 24' OZ. <br />1/2' THIM 2 COAT PORTLAND <br />a, CMU CEMENT PLASTER APPLIED <br />1/2'GYP. ILL. 50�� n DIRECTLY TO MA50NRY <br />WOOD BASE <br />4 <br />r,)_�WWIN�DOW O�PENIN�G <br />V-1/ <br />0'-C* FIN. FLR. <br />ROOF SHEATHIWx THICKNESS 15 <br />EWmINEERED PER A5CE 1-Iry IN <br />ACCORDANCE WITH F5CR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 160e.sl <br />TYR WALL SECTION <br />NO OPENIW_x <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(I)I—STORY HIP BLOCK WALL INSTALLATION Or Roor <br />SCALE, UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 -ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D22ro <br />TYPE 11 OR ASTM D48614 TYPE I I I <br />OR TYPE IV UNDERLAYMENT. <br />��WOOO AM <br />r2-'\GAS LINE THRU BLDCK <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PSCR WWI <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SI41. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS, <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET ON] <br />PRE-ENG� GABLE TWOS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STI1tUCTUFtAL DETAILS <br />1/2' THICK 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0. PIN. FLP-d, <br />T <br />1. <br />tod- THICK 2 GOAT - <br />PORTLAND CIVIENT <br />PLASTER APPLIED <br />DIONICTLY TO <br />MAGONRY' <br />APPROVAL Ftla <br />w PRODUCT <br />APPROVAL PMa <br />2.6 P.T. Q0 <br />ATTACHM TO FILL <br />COLL A& PER <br />PIRODIXT <br />APPROVAL F10a <br />SEALANT " <br />OVEP04EAD DOOR <br />Or OTHERS <br />r3_'�GARAGE DOOR JAMBS <br />SCALE: 11/2'-1'-& <br />_2X4 SPF 24' OZ. MAX. — <br />SECURE W1 (2)12cl NAILS <br />0 EA END <br />2x ISLOCKIW. BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFEACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT.'2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS 1`7/ <br />INSULATION R-VALUES <br />.kPER ELEVATION <br />IF <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTAC44MENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />-Ix2 P.T. rURRI <br />STRIPS * 24' <br />1/2' GYP. ILL. <br />WOOD BASE <br />oz. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FE3-'-R W511, <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED S0Fr1T <br />WALL SHEATHING <br />THICKNESS AS PER <br />SWEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET SNI, <br />PRE-EW- GAISLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0'-0' FIN. FLR. <br />S EATHIN63 THICKNESS 15 <br />HE <br />EWaINEERED PER A5CE I -Iry IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND IrPOSbl <br />W <br />�WIN�DQW QP�ENING� T <br />'-f �NO OP�EN[Ws <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r6`�1—STORY GABLE BLOCK WALL INSTALLATION OF: ROOF <br />SCALE, UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.111 OF THE F5CR <br />2020 ITH EDITION 15 04 WHICH USES <br />(2) TWO LAYERS Or ASTM D22(w <br />TYPE 11 OR ASTM D486c) TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />k R It N I T E C T 3 <br />f alesoin <br />oup <br />G ULr_ <br />41 N. RONALD REAGAN B" <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.wm <br />AA #: 0003325 <br />r DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: Si 28 <br />FAX: 8=2802 <br />.16a <br />rouDDIV. ag mommIN <br />SILVERADO <br />LOT#2 <br />BLK#10 <br />PROJMCT# <br />03719.001-02101 <br />MODML. <br />3278—JORDYN II <br />GAMAGE OWING: <br />LEFT <br />PAGM: <br />DETAILS <br />V 150 MPH EXP. <br />