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2X4 TOP PLATE <br />P��g_� <br />PLAN <br />PRE-FAB TRJ68 <br />V7' THK:1(7 CO' <br />COWER DEAD <br />Q`L WE <br />IR' GLG. BOARD <br />ra <br />Wn%4luenL Fm <br />DIIKrir TO <br />NAEO14RYa1 <br />P.T, tlD <br />NOTE: STUDS IN <br />5' DIA. SLEEVE, <br />TTACHED TO FILL <br />uPADVAL R <br />PARTITIONS SUPPORTING <br />DO NOT CUT <br />rP REf1 <br />v2 DRYWALL <br />WALL HUNG PLUMBING <br />REBAR� <br />FIXTURES AND WALL <br />PIPE <br />mi* <br />CKM <br />„I;,D <br />CABINETS SHALL BE NOT <br />LN <br />k%LDM AL <br />LESS THAN 2x4, WHERE <br />BOND BEAM <br />DO NOT CUT <br />I p r c RLUVR rowoas LR.Doae <br />MAqOUhC�r� <br />SPACED NOT MORE <br />SOLID GROUT <br />THE BOND <br />O+ <br />m wxKcrsSECURE <br />.2X4 <br />BT. <br />WDOD <br />STUDS •24' <br />THAN Ib' O.C. OR, NOT <br />W/ 11)- 05 <br />BEAMPLATE <br />yroTP.aLso. <br />1AM <br />DDOD JAND PERW/ <br />TO BLAB <br />IOd MASONRY <br />OC. <br />LESS THAN 2x6, WHERE <br />(2) COURSE <br />_mm <br />REBARS <br />ImmO4L`ewnaV004EAD <br />DOOR <br />NAIL • 32 oG <br />SPACED NOT MORE <br />Dr TTMr <br />ra/T"oto <br />On4lft <br />MAX <br />THAN 24' O.C. <br />7RAc% ORACKei6 Roos <br />. SLAB <br />& Pwookw <br />APPROVAL REO. <br />rK PLR <br />PIPE <br />THROUGH BOND <br />BEAM <br />2B GAS LINE THRU BLACK <br />3 GARAGE DOOR <br />JAMBS <br />`A SCALE:3/4'=I'-0' <br />SCALE: <br />� )TYP. <br />INT. WALL (NON-BRG.) <br />SCALE, 3/4'.P-0• <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PECK 1105.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNLSECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-Ews TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I _0 <br />ELEVATIONS TYP. <br />ON. <br />VENTED SOFFIT <br />1/2' THICK• 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8- GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />ENERGY CODE FORMS <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' OC. <br />8' cm <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />0'-0• FIN. FLR.L <br />a <br />v <br />ti <br />W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9051I. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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. PLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n 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'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH 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 />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 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 SNL 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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />8' allu <br />FIBERGLASS SHINGLES <br />2X4 OFF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) I2d NAILS AS PER PECR 909.1.1. <br />• EA. END ROOF: THICKNESS AS PER <br />F SHEATHING <br />2x BLOCKING BETWEEN TRUSSES SHEET SNI. <br />PER STRUCTURAL DETAILS SECURED PER <br />FASTENER SCHEDULE <br />7 <br />BTIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG WD. TRUSS 9 2x FASCIA PER <br />AX. ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENEF43Y CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/S' GYPSUM BOARD OR 1/2' ON SHEET SM. <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 />Ix2 P.T. PURRING <br />STRIPS • 24' OC. <br />1/2' GYP. WL. 150 - <br />WOOD BASE- <br />0 <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n W/ WINDOW OPENING e <br />TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />��1-STORY GABLE BLOCK WALL METHOD TON USED FOR THE <br />INSTALLATION OF ROOF <br />SCALE, 3/4'.r-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 0226 <br />TYPE f I OR ASTM 04869 TYPE III <br />OR TYPE IV UNDER-AYMENT. <br />ARCNIT!CTI! <br />6 <br />Group <br />1441 N. RONALD REAGAN BLVD.I <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA N: 0003325 J <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813 916.2628 <br />FAX: 813-886.2802 <br />2?R= OB 09 21 <br />DATE: <br />SCALE: <br />SHEET <br />Ilik D 1 <br />