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2X4 TOP PLATE <br />eas F <br />FLAN <br />PRE-FAB TRUSS <br />1/2' CL.G. BOARD <br />1/2' DRYWALL <br />SECURE BT. - <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />0'-®' <br />FIN. FLR T . <br />2X4 WOOD <br />STUDS •24. <br />O.G. <br />SLAB <br />PARTITIONS SUPPORTING'. <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />a)TYP. INT. WALL (NON-BRG.) <br />D� SCALE: 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICle, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />M I:OR YN LN <br />eo. <br />MAWJ <br />_. GALv. aTlEL -By 0T EAD DOOR <br />RE4 K��''T tRAac I Mar. eY otHeRa <br />SY rl^ 'DH <br />TRACKPASTIMD TO ROOM <br />URAGC!UCT <br />A PROVAL <br />.4rneovei REfi <br />2 GAS LINE THRU BLOCK Dt I �� GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPA 24' OTC. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />FIBERGLASS SHINGLES AS PER FBCR g05.1.1. • EA END ROOF SHEATHING <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />A8 PER FBCR 905.1.1. THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNi. <br />ROOF SHEET SNI. SECURED PER SECURED PER <br />R OOSHEATHING OF SHE AS PER FASTENER SCHEDULE FASTENER SCHEDULE <br />SHEET SKI. <br />SECURED PER STIFF BACK AT ALL UPRIGHTS <br />5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER 8TRUGTURAL DETAILS MIL. DRIP EDGE <br />OR 1/1' HIGH <br />STRENGTH CLG. 2x FASCIA PER MAx Ax. 2x FASCIA PER <br />BOARD ELEVATIONS O• PRE-ENG WD. <br />REFERENCE ELEVATIONS <br />AT STRUCTURAL PER ELEVATION VENTED SOFFIT <br />VENTED SOFFIT <br />SEE ENERRGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />INSULATION R-VALUES PRE-ENG TRUSS STRUCTURAL DETAILS <br />THICKNESS A PER WALL SHEATHING <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR <br />SHEET SNI. SECURE PER THICKNESS AS PER <br />PER ELEVATION MTL DRIP EDGE FASTENER SCHEDULE INSULATIONkPR ELEVATES <br />ION SHEET SNI. SECURE PER <br />TYP. <br />2x FASCIA PER ON SHEET SNI FASTENER SCHEDULE <br />o.H. ELEVATIONS 5/8, GYPSUM BOARD OR 1/2 ON SWEET BNI. <br />R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />SPECIFICATIONS <br />PER MANUFACTURES P.T. SECURED PER <br />SPECIFIGATION9 STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />REFERENCE WINDOW ATTACHMENT AS PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />a, CMU CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1/2' GYP. WL. BD. ... <br />WOOD BASE <br />0'-0' FIN. FLR <br />�. <br />a <br />n W/ WINDOW OPENING <br />K <br />0'-C' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />�11-STORY HIP BLOCK WALL METHOD TBE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE 3/a .r•0 UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1/2' THICK, 2 COAT--[-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,.: <br />4< <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. 6D. <br />WOOD BASE — <br />Evil <br />_ }0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />6 1-STORY GABLE BLOCK WALL METHOD TBE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALES 3/4'.1'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. xUNALU KLAUAN ULM <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />ww W.abdesigngroup.com <br />AA 8: 0003325 <br />Ill DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813986-2628 <br />FAX: 813-SM2802 <br />gIE <br />SUSDIV. de LOT <br />SILVERADO <br />LOT #15 <br />BLK #16 <br />PROJECT# <br />03719.001-15161 <br />MODEL <br />3278—JORDYN II <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. C <br />