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2X4 TOP PLATE <br />PLAN COMM DEAD <br />PRE -FAD TRUSS �' TWM 2 GOAT a, cm on <br />1/2. CLG. BOARD 19�ASTWt AppL�w emicTuItAL MR <br />094m TLr TO <br />MASOMW 2r F.' a0 <br />ATTAMM TO PW.L <br />NOTE: STUDS IN 5' DIA. SLEEVE, CL.LAmFM <br />PARTITIONS SUPPORTING DO NOT CUT ARPI110VA4. M1Q <br />U2• DRYWALL WALL HUNG PLUMBING REBAR x'01O aAL SaALA T" 1441 N. RONALD REAGAN BLVD <br />FIXTURES AND WALL PIPE s11ATFew snap LONGWOOD, FL 32750 <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE BOND BEAM O NOT CUT FnLc�i�avera.suLw AICUOroY PH:407-7748078 <br />10"M ALL <br />SOLID GROUT THE BOND °� Tw.vcx WWI. OoaenAw� www abdesigngrro p.com <br />SECURE BY. 78 <br />2X4 WOOD SPACED NOT MORE W/ (I)- 5 BEAM 000 e..�D "� AA M: 0003325 <br />PLATE TO SLAB STUDS e24' THAN I6' O.G. OR, NOT _ �� aTeeL <br />(2) COURSE REBARS ovamauc DOM <br />Wu Wd MASONRY O0' LESS THAN 2x6, WHERE <br />NAIL 321 or— SPACED NOT MORE <br />MAX THAN 24' O.C. <br />-- <br />APPROVAL R:Q T1 4= eY otWtRs <br />PASTW=To IeooM <br />TRACK SWACT¢re <br />uv Ff1a=T <br />. SLAB <br />AF"PWVAL Ra <br />0'-m• <br />FIN. FLR <br />(E)PIPE THROUGH BOND BEAM <br />2B GAS LINE THRU BLOCK <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 3/4'•I'-0• <br />D1 SCALE: •I -0 <br />N'.Ii <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />2X4 SPF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2. BLOCKING BETWEEN TRUSSES <br />WITH UNDERLAYMENT <br />AS PER FBCR W51L <br />ES ROOF SHEATHING 66 AS PER <br />SHEET SNI <br />14. <br />FIBERGLASS SHINGLES THICKNESS AS PER PER STRUCTURAL DETAILS <br />WITH UNDERLAYMENT AS PER FBCR 908.I.i. SECURED PER <br />ROOF SHEATHING SHEET SNI. TE SECURED PER FASTENER SCHEDULE <br />AS PER FBCR 908I I THICKNESS AS PER FASTENER SCHEDULE <br />ROOF SHEATHING SHEET SNI. <br />THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED 5/8' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR 1/2' HIGH V S. 2x FASCIA PER <br />SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX 1'�"EWG �• T�55 Ax. <br />BOARD ELEVATIONS O. ELEVATIONS Y2 <br />REFERENCE PER ELEVATION VENTED SOFFIT IY <br />STRUCTURAL VENTED SOFFIT <br />PRE_ENG . SEE ENERGY CODE FORMS FORRJW TRUSS WALL SHEATHING CONT. 2x RAT RUN FSTRUCTURAL DETAILS <br />RED PER O <br />INSULATION R-VALUES THICIQ'IESS AS PER � WALL SHEATHING <br />REFERENCE STRUCTURAL SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />MTL. DRIP EDGE MTL. DRIP EDGE FASTENER SCHEDULE INSULATION ELEVATION <br />SHEET SNI. SECURE PER <br />I' 0' PER ELEVATION ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />2x FASCIA PER 7YP. 2x FASCIA PER ON SHEET SNI. <br />ELEVATIONS Oy.l. ELEVATIONS S/S' GYPSUM BOARD OR 1/2' <br />R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG, GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS 2x PT SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T, FURRING <br />RENCE <br />STRUCTURAL <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />S' CMU <br />CEMENT PLASTER APPLIED <br />24 <br />1/2' THICK 2 COAT PORTLANDSTIMPS <br />DIRECTLY TO MASONRYPORTLAND <br />1/2' THICK, 2 COAT <br />GTP•WL.•BD. <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />WOOD BASE — <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />— ° <br />�, 0'-0' FIN. FLR <br />0'-0' FIN. FLR <br />° <br />_ }, 0'-0' FIN. FLR <br />• <br />• <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE I -If. IN <br />a ENGINEERED PER ASCE 7-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />4 <br />NTH EDITION, SECTION R301.13 <br />AND 160 .S.1. <br />AND 1609.5.1. <br />n W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />� W/ WINDOW OPENING n <br />TYP. WALL SECTION <br />" <br />H <br />n <br />NO OPENING <br />NO OPENING <br />NOTE: <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />'OUDDIV. Se LOT: <br />ABBOTT PARK <br />LOT#3 BLK#12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-03121 <br />MODEL: <br />E401 <br />"2828—ENSLEY" <br />GARAGE 8TrMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF r-5-'\1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4•.I'-V* UNDERLAYMENT IN ACCORDANCE D1 SCALE, 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE ` <br />WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS 04 WHICH USES 2020 ITH EDITION IS 04 WHICH USES t 2� <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III TYPE II OR ASTM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. <br />AR 907 <br />PRINT 2128 <br />DATE: 10 / / <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />