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2X4 TOP PLATE <br />egIR ELM A, <br />PLAN <br />PRE-FAB TRUSS <br />I/1' .LG. BOARD <br />1/2' DRYWALL — <br />SECURE 13T. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />I 11.1. <br />FIN. FLR <br />2X4 WOOD <br />8TUD6 .24' <br />O.C. <br />BLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />k'ES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />TYP. INT. WALL NON-BRG. <br />SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 905.1.1. <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 I -0 <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />In' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. PLR_ <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- «5 <br />(2) COURSE <br />DO NOT GUT <br />THE BOND <br />BEAM <br />REBARS <br />sPIPE THROUGH BOND BEAM <br />SCALE: 3/4' • 1'-0' <br />OR <br />GYPSUM BOA <br />OR RD <br />I/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION —� <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING ------ <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2' GYP. WL. BD.— <br />WOOD BASE I <br />n W/ WINDOW OPENING <br />rL <br />FIBERGLASS SHINGLES <br />WITH UNDEFILAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG 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 />0'-0' FIN. FLR <br />L <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 3 <br />AND 16095.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4'.I'-V' 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 D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />RV1.oR 6Y LW <br />.100. <br />WOOD JAMS PER oALv. ET[EL <br />nPP REO. VERTICAL TRACTc oVER1EAD DaoR <br />BY HALF. I• et BY OTHERS <br />FAaTENED TO L DE <br />TRACK ORACKEM POOCH <br />W PRODUCT <br />APPROVAL REO. <br />2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS <br />SCALE: 1 1/2' = I'-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. 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 />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI- <br />PRE-ENG. GABLE TRUSS - <br />WEEP SCREED- <br />2x P.T. SECURED PER - <br />STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />• EA. END ROOF SHEATHING <br />THICKNESS AS PER <br />2x BLOCKING BETWEEN TRUSSES SHEET SNI. <br />PER STRUCTURAL DETAILS SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />,AX PRE-ENG IUD. TRUSS AX 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/8, GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />1/2' THICK 2 COAT__j__ PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' FIN. FLR,I <br />e <br />8' GMU a m <br />-I4 P.T. PURRING - <br />STRIPS • 24' O.G. <br />-1/2, GYP. UIL. W. <br />8, CMU <br />- WOOD BASE <br />— 0 '-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />a <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4'-1'-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 II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />A It C H I T! C T• <br />6 <br />GrousOu III <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdeslgngroupxom <br />AA #: 0003325 of <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />543E BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8L 86-2828 <br />FAX: 813-886-2802 <br />SUHDIV. Ce I.oT <br />SILVERADO <br />LOT #20 <br />BLK #16 <br />PROJECT <br />03719.00- 20161 <br />MODEL <br />68- <br />GARAGE 91RNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />UO)ft E . B <br />_,'/ice- <br />��T7.TA <br />I <br />rjl�5 <br />:•ilfl� <br />DATE 7/09/21 <br />9CAL.E: 1/4"=1'-O" <br />SHEET <br />1110. D1 <br />