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g_�� _� 2X4 TOP PLATE <br />PLAN y <br />PRE -FAD TRUSS <br />1/2' CIA -BOARD <br />7 _ r <br />IR' DRYWALL —t <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ I0d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />0,-0. <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24. <br />O.G. <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />JETS 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.G. <br />(��)TYP. INT. WALL ( NON— BRG. ) <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS 84INGLES, <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <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 <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I'-0• <br />TYP. <br />O.H. <br />5/8' GYPSUM BC <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ C U- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.I'-C' <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 />I � r <br />/REFERENCE <br />/ STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLRh <br />�. <br />4 <br />n W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />8 4EET 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'-C' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R30I.1.3 <br />AND 16095.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r4__-�1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'•I'-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 0226 <br />TYPE 11 OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />AW s <br />.ve Par aA• Lra <br />s <br />2B_ GAS LINE THRU BLOCK <br />�6rt6 N••r.•• <br />FIBERsLAW SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <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 ON] <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 />0'-0' FIN. FLR <br />11 <br />8' CMU <br />_ <br />III <br />APF4WVT W4�v. erzrcL —py�p0 DOOR <br />APTROVAL RM vtRTZ TRACK SY 0Twm <br />SY MALA SLOB <br />PAATMOD TO Rocm <br />TRACK ORAC10" <br />w/PROOUCT <br />AP}RDvAL Rta <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-& <br />—2X4 SPF 24' O.C. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIR93ACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />ev PRE-ENG WD. TRUSS — <br />CONT. 2x RAT RIAJ SECURED PERJ/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS o 24' O.C. <br />1/2' GYP. WL. 15P- <br />WOOD BASE— <br />FfBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />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 />84EET 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 />j. Lul _ 0'-0' FIN. FLR <br />a a< <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.19 <br />AND 16095.1. <br />n W/ WINDOW OPENING BTYP. 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 />D1 SCALE, 3/4'•I'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 9C5.1.1.1 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 />GroM i In <br />1441 N. MUNALU KLAWkN tSLVU. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdesigngroupxom <br />L AA #: 0003325 <br />MIN <br />14 <br />0 <br />0 <br />3 <br />SUBDIV. & LOT: <br />SILVERADO <br />LOT #19 <br />BLK #10 <br />PROJECT# <br />03719.001-19101 <br />MODEL: <br />"2045-LANTANA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH E <br />