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2X4 TOP PLATE <br />PER rLPt jh <br />PLAw___lF_ <br />PRE -FAD TRUSS, <br />1/2' CLOL BOARD <br />SECURE 07 <br />PLATE �� I <br />W/ led OZ. <br />NAIL o <br />MAX <br />FIN. PLM <br />ITIONS SUPPORTING <br />HUNG PLUMBINIG <br />RES AND WALL <br />4ETS &HALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR NOT <br />THAN 2xb, UJ14EW <br />ED NOT MORE <br />24' O.C. <br />(I)TYP. INT. WALL (NON—BRG.) <br />ll_� SCALE, 3/4'-P-90' <br />NBEIMLASS SHIWaLES <br />WIT14 UNDERLAYMENT <br />AS PER F"011t SM.U. <br />ROOF SMATWING <br />TWICOMS6 AS PER <br />81-MT SNL SECUIRSO <br />PEIR FASTENER <br />SCHEDULE <br />PRE-ENG, TRUSS, <br />MTL_ DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2'THIM 2 COAT PMLAND� <br />CEMENT PLASTER APPLIED <br />DIMMY TO MA60NRY <br />11-0. <br />Typ. <br />OJ4. <br />ble, Gyr*UM ok <br />Olt 1/2' HIOH <br />STMW;TI4 CL& <br />BOARD <br />b'DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- is <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REEIARS <br />s_"�PIPE THROUGH BOND BEAM <br />SCALE: 3/4*-I'-C' <br />ENEW*Y COIDE FORMS, <br />ATION R-VALUN <br />PONCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION — <br />UNDOW ATTAC44MENT <br />AS FIER MANUFACTURES <br />SPECIFICATION& <br />Ix2 P.T. FURRINGS - <br />STRIPS * 241 OjC. <br />a, cm <br />1/2'C%YP. IUL. 5C.- <br />WOOD BASE — <br />v -o- FIN. FLPt <br />4 <br />rpj_W�WIN�DOW O�PENING� <br />\Z� <br />PINEIVA-Aft SHIMLES <br />UTH UNDERI-AYMENT <br />AS PER POOR W511. <br />Floor SHEA;Twm <br />TWICICNESS, AS PIER <br />SHEET SNI. <br />"CUIRM Im <br />FASTENER SCHEDI 11 <br />OTFILICTURAL <br />I'M-EN3 TWOS, <br />MTL. DRIP EDW <br />2x FASCIA PER <br />FELIEVATI" <br />VIENTED SOFFIT <br />1/2' T14ICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIPOECTLY TO MASONRY <br />V- I FIN. FLIQL <br />ROOF SHEATHING THICKNESS 15 <br />ENGGINEERED FIER ASCE 1-16 IN <br />ACCORDANCE WITH FBC-R 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 160"J. <br />TYP. WALL SECTION <br />�NO OP�ENIW, �� <br />NOTE! <br />METHOD TO BE USED FOR T14E <br />r4_"�I—STORY HIP BLOCK WALL INSTALLATION OF PROOF <br />SCALE, 1/4'-1'-0' UNDMAYMENT IN ACCORDANCE <br />WITH FS-CR S06.111 OF: THE PI9r_R <br />2020 ITH EDITION 18 04 UJHICH USES <br />(2) TWO LAYERS Or ASTM D22(p <br />TYPE 11 OR ASTM P406S TYn III <br />OR TYPE IV UNDERLAYTIENT. <br />112. THIM 2 0"T - <br />rop"I.Am cwiw <br />FtAs" Apmmp <br />� w ".L <br />mm <br />w ayr. U. m <br />To <br />lr�oftum" <br />'cm v 1IT11110 <br />BRAGICIM <br />sy - A Area A <br />PAWnD= W <br />70AM ORACI" WIM <br />liv poopuw <br />APPWDV14L MIIQ <br />626'\ GAS LM THRU BLOCK K3 �GARAGE DOOR JAMBS <br />\'_� — -**— — SCALE: 11/2*-I'-V' <br />FIBER33LA" SWINALES <br />FIBEIRGLASS, 614WILIES, <br />2X4 SPF 24' OZ. MAX <br />WIT14 UNDERLAYMENT <br />WITH UNDEIRLAYMIENT <br />SECURE UP (2)12d NAILS <br />AS PER FISCR Wrp If. <br />AS MR POOR W5 U. <br />o EA END <br />ROOF 6HEATHIWs <br />ROOF 6HEATHIM; <br />2x BLOCKING BETUEEN TRUSSES, <br />THICICNE" AS PER <br />SWEET SNI. <br />TWICICNESS AS PER <br />FIER STRUCTURAL DETAILS <br />SECURED PER <br />SHEET SNI. SECURED PER <br />FASTENER SCHEDULE <br />FASTENER SCAIEDULE <br />61`11P� AT ALL UPROWS -A <br />MTL DRIP <br />L FIER STPOJCTURAL ETAILS J Lf�-_ <br />MTL DRIP EDGE <br />2x FASCIA FUR <br />MA PRE-Ews uo. AX <br />2x FA601A PER <br />ELEVATIONS <br />ELEVATIONS <br />4,PER ELEVATION <br />VENT= SOFFIT <br />VENTED SOFFIT <br />If <br />CCNT. 2x RAT WIN SECURED PER <br />WALL SHEATHINS <br />THICKNESS AS PM <br />STRUCTURAL DETAILS <br />WALL 6HEATHINds <br />SHEET SNL SECURE PEIR <br />SER ENEMY C40DE POPI"M FOR <br />THICICNESS, AS PER <br />FASTENER SCHEDULE <br />P48ULATION R-VALUE6 <br />JIFIER ELEVATION <br />SHIMET eNL SECURE PER <br />ON SWEET SNI <br />FASTENER SCHEDULE <br />PM-ENG, CiABLE TRIM <br />5,18' CoYPSUM BOARD OR lw4' <br />ON SHEET SNL <br />H*H 6TIMENGTH CL& BOARD <br />PM-ENCL GAME TRIM <br />WEEP SOPRED <br />U.EEP 601REED <br />2x P.T. SECURED FIER <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PEIR <br />R-4J INSULATION <br />STRUCTURAL DETAILS <br />UMNDOLU ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />IFERENCE <br />RUCTURAL <br />4x2 P.T. FURRING <br />STRIPS * 241 O.C. <br />1/2' THIM 2 COAT <br />1/2'CoYP. IJUL. BD.- <br />a, cm <br />PORTLAND CZMENIT <br />PLASTER AF"LIED <br />UJOOD BASE <br />DIRECTLY TO MASONRY <br />0--c. FIN. FLPt_,j,' <br />01-01 PIK FLR_ <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER Asc-E *i-* IN <br />AOCORDANCE WITH IFBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 16013-5.1. <br />iWING TYP. WALL SECTION <br />rA -W� <br />\,P <br />�� <br />�NO O�PENIWs <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r5__'�l—STORY GABLE BLOCK WAU <br />INSTALLATION Or PROOF <br />SCALE, <br />UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S06.1.1.1 OF: THE F5CR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS or ASTM D226 <br />TYPE 11 OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />-I <br />F'A A C N I T I C T S <br />6 <br />MDftg log n <br />'a <br />roulr,m_ <br />1441 N ' RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />�.abd-migngmup.com <br />L AAO:0003325 <br />DRAFTING BY. <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />,268062UBLVD <br />FAX: 813-886 D <br />tMDM ag X.07' <br />SILVERADO <br />LOT #5 07' <br />n9 <br />BLK #10 1 <br />PitoxzCT6 <br />03719.0 —05102 <br />MID ELA <br />2368—D <br />GAP-tGE 9lPrWG: <br />LEFT <br />P <br />[3PAGIC: <br />DETAILS <br />%150t*H EV\ Pj <br />06/09/21 <br />DATE: <br />9CAX.ZI: 1/4"=l'-O"l <br />WIN <br />