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2X4 TOP PLA 7 <br />PER ELM "k <br />PLAN <br />PM-FA5 T11AM <br />W'Cl G, 50AFIVI <br />I*' DRYWALL Tv)r <br />SECUIW 15T — <br />FILATE TO SLAB <br />UV Wd MASONRY <br />NAIL a 32* O.C. <br />MAX <br />FIR FLR <br />2X4 WOOD <br />STUDS 024* <br />or_ <br />M.L.-F..L ­­ — <br />PARTITIONS SUPPORTIW% <br />WALL HUWs PLUM5IWz <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' OZ. OR NOT <br />LESS THAN 2x&, WHERE <br />SPACED NOT MORE <br />THAN 24' OZ. <br />TYP. INT. WALL (NON-BRG.) <br />8QQ.Es 3/4'-I'-V* <br />FIBERG;LASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.U. <br />ROOF SHEATHING <br />THICICM55 AS PER <br />814EET SNI ' SECURED <br />PER FASTENER <br />SC44EDULE <br />i_z_!­ff;_qv_-lII5_7r2___ <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />11.1. <br />TYR <br />014. <br />p r <br />la. Gypa" et <br />OR 1/2' HIGH <br />STREWsTW CLC. <br />BOARD <br />5' DIA. SLEEVE, <br />00 NOT CUT <br />BOND BEAM - <br />SOLID GRDUT <br />W/ (I)- s <br />(2) COURSE <br />00 NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />rm_'�PIPE THROUGH BOND BEAM <br />SCALE: 3/4'-I'-C* <br />SEE ENERGY CODE FORI* <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />---R-4J INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MAM-PACTURES, <br />��'/__'__SPECIFICATICNS <br />r <br />I REI RENCE <br />_l_____STRUCTURAL <br />IX2 P.T. FURRING; — <br />STRIPS * 24'OjC. <br />a, cm <br />1/2' GYP. WL. 150— <br />WOOD BASE — <br />FIBERGLASS SWW.LES <br />WIT14 UNDERLAYMENT <br />AS MR F5CR W511 <br />ROOF SHEATHING. <br />THICKNESS AS PER <br />844EET SNI. <br />SECURED PER <br />FASTENER 50-11EDULE <br />STRUCTURAL <br />PRE_EwG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />r2B'\GAS LJNE THRU BLA)CK <br />\p_v — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYTIENT <br />AS PER POOR 1105.11 <br />ROOF SHEATHING, <br />TWICICNESS A5 PER <br />SWEET SIMI. SECURED PER <br />FASTENER SC44EDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING; <br />TWICIQNESS AS PER <br />SWEET SNI. BECAME PER <br />FASTENER W14EDLLE <br />ON SWEET SNI <br />PRE -EW- C.AISLE TRI.166 <br />tUEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' TWIM 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />14'TWM 2 COAT - <br />popen-Aw cemwr <br />RAOTM AFFL <br />DRIMYLY TO <br />MA80NNY <br />W' V0 JAM P49t <br />AFPPVDVAJ. Wa <br />PAGI94M TO <br />TM4= BRAOCU <br />1w Polocwt <br />APPWDVAL Fl0a <br />C40PW= 09AD <br />vcmm <br />STIMICTURAL FM <br />2.6 P.T. go <br />ATTACHW TO FILL <br />CELL AG rM <br />ArF4WVAL FWQ <br />GRALAW P6 <br />DACXM <br />N"THM OTW <br />6"�GARAGE DOOR JAMBS <br />SCALE- 1 1/2'- 1'-0* <br />_2X4 SPF 24' 0jC. MAX_ <br />SECURE W/ (2)12ci MAILS <br />o EA. END <br />2x 51-00C1,10; BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIG;W <br />PER STRUCTURAL DETAILS <br />PRE-ENG M. TRUSS <br />CONT.'2x MAY RUN SECURED PER—/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />kPER ELEVATION <br />If <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STREWSTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTAC44MENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />-lx2 P.T. FURRING, <br />STRIPS a 24* OZ. <br />1/2, rAyp. WL. 50' <br />WOOD BASE <br />FIBERGLASS SWINiGLE9 <br />WITH UNDERLAYTIENT <br />AS PER FBCR WSJJ. <br />ROCIF 844EATWINS <br />TWICIC2,1ESS, AS PER <br />514EET SNI. <br />SECURED PER <br />FASTENER 60-EDULE <br />MTL, DRIP EDCxE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL 644EATWING <br />TWICAQ,ESS AS PER <br />SWEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON S+4EET SNL <br />PRE -EW- CABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Cm <br />o-.o- FiN. FLp_,L 0-01 FIN. FLp. 0'-0' FIN, FLM,� lu—_ L 01-01 FIN. FLIP <br />S C �__ o <br />. �mu <br />AND <br />ROOF SHEATHIWI THICKNESS 15 <br />ROOF SHEATPIWs THICKNESS IS ENGGINEERED PER ASCE 'I -Iry IN <br />EWsINEERED PER ASCE I-Iro IN <br />AND Iro0eb.l. <br />ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH F5CR 2020 <br />4 1TH EDITION, SECTION R301.13 ITH EDITION, SECTION R301.13 <br />(1�_W�WIN�DOW O�PENING� TYP. WALL SECTION TYP. WALL SECTION <br />�e �NO OPENIWG �� �NO OPENIW-s �� <br />NOTE: NOTE: <br />_'�l-STORY HIP BLOCK WALL METHOD TO BE USED FOR THE r5"'\I-STORY GABLE BLOCK WALL METHOD TO BE USED FOR THE <br />4 INSTALLATION OF: ROOF INSTALLATION OF ROOF <br />SCALE: 3/4'-I'.V' UNDERLAYTIENT IN ACCORDANCE SCALE, 3/4'-1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR e05.111 Or THE F15CR WITH FBCR W5,11.1 OF THE F5CR <br />2020 ITP EDITION IS *4 UX41CH USES 2020 ITH EDITION 18 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D22rp <br />TYPE 11 OR ASTM D486S TYPE III TYPE 11 OR ASTM D486S TY10E I I I <br />OR TYPE Iv UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />r' 1 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA A 0003325 1 <br />k <br />lu <br />Nj <br />cg <br />0 0 <br />SUBDIV. ad Lom <br />w <br />ABBOTT PARK <br />LOT #10 <br />BLK #12 <br />PHASE 94C <br />P3FtOJECT# <br />04181.04C-10121 <br />MODICI- <br />E401 <br />"2828-ENSLEY' <br />GAPtAGE BIKING: <br />LEFT <br />PAGE: <br />DETAILS <br />,..160 MPH <br />A A <br />No <br />FPRINT <br />DATE: 12/07/21 <br />SCALE: 1/4"=l'-0" <br />SHEET <br />DI <br />