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2X4 TOP PLATE <br />PER rLFL A, <br />COwale EeAD rAft <br />FCOnAo <br />PRE -FAD TRUSS IQ' THICK 2 COAT <br />cmen <br />IR' CLG, <br />DOARD Ry,�jaD Y <br />DUMMY TO <br />VA <br />MAAO W 2.6 P.T. W <br />ATTAC✓f W TO PILL <br />STUDS IN 5' DIA. SLEEVE, CaLASram <br />PARTITIONS SUPPORTING DO NOT GUT APFIWVAL PINQ <br />1/2' DRYWALL WALL HUNG PLUMBING REBAR <br />SAo IRALAINIT 1441 N. RONALO REARAN BWD <br />FIXTURES AND WALL PIPE WATTi1� SIPW LONGWOOD, FL32750 <br />CABINETS SHALL BE NOT PN:407-77"076 <br />LESS THAN 2x4, WHERE BOND BEAM O NOT GUT rIx•o.Srawsrua D�Ty�1 FAX:407-774d078 <br />SOLID GROUT THE BOND rem ,°wAarc BRACKIM www.abdesigngroup.com <br />SECURa BT. 2X4 WOOD SPACED NOT MORE W/ (I)- °5 BEAM •�,,,;,� SD' �,� AA#:0oo332s <br />PLATE TO SLAB STUDS •24THAN 16' OC. OR NOT _ OALV sTTaL <br />(2) COURSE REBARS rpwo= OvaI09AD DOM <br />W/ Wd MASONRY or_ LESS THAN 2x6, WHERE <br />NAIL • 32 oa SPACED NOT MORE <br />MAX THAN 24' O.G. <br />__ <br />AI'�°D°"� SY AP. TRACK r BY OTTeSs <br />TO <br />TRACK aRADaTS Rom <br />of r �cxxw <br />. SLAD <br />APPROVAL PEE <br />FM. FLR <br />2A PIPE THROUGH BOND BEAM <br />28 GAS LINE THRU BLOCK <br />3 GARAGE DOOR JAMBS <br />D1 SGALE:3/4'.I'-0' <br />D1 SCALE: I1/2'.I'-0' <br />D1 "''"•'' <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'.I'-0' <br />RG FIBELASS SHINGLES <br />OVER •i0 FELT PAPER <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />2X4 SPF 24' Or- MAX <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRU88E8 FIBERGLASS SHINGLES <br />�i <br />i2 <br />F <br />b <br />D <br />FIBERGLASS SHINGLES OR SYNTHETIC Rw5.LI ON l' O.S.B. PER STRUCTURAL DETAILS OVER — FELT PAPER OR <br />OVER 430 FELT PAPER PRODUCT, INSTALLED SHEATHING OR;' COX INSTALSYNTHLEDTIC <br />PRODUCT, <br />PRODUCT, <br />OR SYNTHETIC PER SECTION R905.I.I PLYWOOD 8ECURED PER METALLED PER SECTION <br />R905.IJ ON J' O.S.B. <br />PER SECTION INSTALLED ON J' OSD. SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS SHEATHING OR k CDX <br />ON I}' ObJS. SHEATHNG 5/8' GYPSUM BOAR OR;' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />SECURED PER FASTENER SCHEDULE <br />OR }' COX PLYWOOD OR 1/2' HIGH I'•0' <br />SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. PRE-ENG WD•TRAs TYP. <br />MTL. DRIP EDGE <br />FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE OH ON <br />STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER <br />ELEVATIONS ELEVATIONS i <br />SEE ENEMY CODE FOR18 CONT. 2x RAT SECURED PER / Q <br />PIS"' 88 TRUINSULATION R-VALUES PRE"' TRUSS VENTED SOFFIT STRUCTURAL DETET AILS J/ VENTED SOFFIT <br />INBULATION R MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE �-E ENERGY �UE8 „8 <br />FOR <br />PRE-ENG LADLE TRUSS PRE-ENG. LADLE TRUSS <br />PER ELEVATION WEEP SCREED PER ELEVATION �F <br />2x FASCIA PER 2x FASCIA PER WEEP SCREED <br />ELEVATIONS TYP' <br />ON. ELEVATIONS 5/8' GYPSUM BOARD OR IR' <br />R-4J INSULATION STRUCTURAL DET2x P.T. SECURED AILS STRUCTURAL SECURED <br />S <br />VENTED SOFFIT VENTED SOFFIT NKTH STRENGTH CLG. BOARD <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />OPEGIFIGATIONB <br />R-4.1 INSULATION <br />U2' THICK 2 COAT <br />REFERENCESTRUCTURAL <br />PERNB <br />PORTLAND <br />MANUFACTURESATSPECIES <br />APPLINT <br />ED <br />RENCE <br />DIRECTLY TO MASONRY <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' Or- <br />1/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />a cmCEMENT <br />PLASTER APPLIED <br />STRIPS <br />•gp, <br />1/2' THICK 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />la' THICK, 2 GOAT <br />I/2' GYP. <br />, <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />P CEMENT <br />D <br />cm <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER D <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />FIN. FLRl <br />_ <br />_ _ }� 0'-0' FIN. FLR <br />0'-0' FM. FLR <br />_ _ 0'-0' FIN. FLR <br />° <br />e <br />S. CMU <br />a. <br />a <br />/1 W/ <br />WINDOW OPENING <br />n TYP. WALL SECTION <br />n W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />t' <br />" <br />NO OPENING NOTE: <br />NO OPENING <br />PER SECTION 905.1.1 - FOR ROOF <br />SLOPES 2.12 TO LESS THAN 4.12 A <br />sual5 V, Aa LOT <br />ABBOTT PARK <br />LOT #15 <br />BLK #8 <br />1pitojzcT# <br />04181,000-15081 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE EtWMG: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'.I'-V' IS REGMIRED. FOR ROOF SLOPES D1 SCALE: 3/4'.1'-m' <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 4669 TYPE IV, OR ASTM D <br />6i5i T <br />AL. <br />DAR I 10/12/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />