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A R C H I T E C T S <br />PATIO <br />2610 <br />--- _ <br />—OVERHANG <br />OVERHANG <br />-10"FF-4-m' <br />Ire' <br />ro <br />1 <br />ROOF <br />o� <br />ABOVE <br />6068 $G.D. i <br />i <br />EGRESS <br />DINING <br />ai <br />ROOM <br />- <br />OWNER'S <br />LIVING <br />SUITE <br />8'-6' CLG. <br />- <br />--14 <br />-10 <br />AY <br />?� <br />2 <br />�4X6 <br />2•_8,6'0"3,_6. <br />8 8' POST0(CCA) <br />L$lll. <br />L$.W.PWDR <br />om <br />LI-SH <br />OHE <br />W <br />e'-s cLG.L)>BL.IR---IIH <br />OWN <br />'S6'-4" <br />�� —� STUD xj-I�OPT. <br />33 <br />f � ^•-�I <br />SHWR PANIry <br />REF I <br />�-i <br />. ��Ri <br />LAv. LAv, <br />mi <br />e <br />5 _8" 6'_4" <br />� <br />�•_0^� <br />I 3'-S" I 1 3 _8. 5 6" <br />L$.W 10'-10" <br />_ <br />l U S I <br />STAIR DATA <br />16 RISERS O 154' <br />-_ <br />v <br />- FLEX I v• I <br />1 15 TREADS B 10' <br />8'-8' CLG, <br />I 0 1 <br />NOSING <br />STUDS o 16' O.G. PER BOLLARD <br />OSHA TITLE 29 CPR AS REQ. <br />GOND. <br />O <br />= <br />A <br />PART 1926 SUB PART PER BLDG. <br />M - FALL PROTECTION CODE <br />_ <br />I926501(B) (14) <br />v <3 <br />FOYER <br />i 3$e <br />8 <br />_ <br />(2)3052-SH <br />---+�� <br />F2X301 <br />B <br />I 2� MT. 2. <br />'-0„� <br />L�d:CCES� <br />_5_ <br />PO RCH <br />GARAGE <br />-' <br />CLG. <br />------ <br />I <br />v <br />s <br />I <br />---------------- <br />! 1 <br />EXTERIOR MASONRY <br />WALL BFi's. HEIGHTS <br />8'-8' BRG. <br />LOAD BRG. WALL <br />U.N.O. ON PLANS <br />SQ.FT. <br />CALC. S <br />16T FLIP LIvMG <br />1330 50, FT. <br />2ND FLR LIVMCa <br />1493 60. FT. <br />TOTAL LIVMG <br />2823 SQ. FT. <br />GARAGE <br />454 SQ. FT. <br />PORCH <br />99 SQ. F7. <br />TOTAL <br />3316 50. FT, <br />PATIO <br />80 50. FT, <br />DBL. <br />TOP <br />PLATE B <br />�© • •ll <br />• ' • <br />COWMW AND CIA = YAID LOADS <br />BASIC RED EIffOSIAE FOR 3 SECOID cxlses <br />OPBAMTB <br />SOUAIE <br />ZONE <br />150WHUOM <br />FEIAM <br />AND TYPE <br />FOOTAGE <br />MIN. WINDOW <br />10 <br />5 <br />25/-33 <br />CRITERIA <br />EXTERIOR SWING <br />16 <br />5 <br />24/-31 <br />DR. MIN. CRITERIA <br />S.GD. MIN. <br />41 <br />5 <br />23/-29 <br />CRITER A <br />16010 0.14D. <br />112 <br />1 5 <br />20.4/-22.1 <br />BASIC WIND SPEED MPH = 150 (Vult) INTERNAL <br />PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=1I, <br />EXP.=B, MEAN ROOF HT. = 23'-0" <br />PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF <br />THE IBM 5TH EDITION (2014) TO MEET TESTED ALLOWABLE <br />OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT <br />MANUFACTURER. COI DATE 0 08M <br />_ 4 8 -4 2 d _ 6 0 <br />FLOOR PLAN <br />Ig -0" 2ID -8" <br />3g'-8" <br />NOTE: <br />_ _ <br />-2-8 LOUv. POOR W/ AIR HANDLER ON METAL STAND OR 2-0 SOLID <br />DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. <br />- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. <br />- FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ <br />TRANSOM (SINGLE ASSEMBLY) <br />- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE <br />EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R3025-1 OF THE FBCR <br />5TH ED. (2014). <br />WDesiLln <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.a bdesigngrou p.com <br />AA A': 0003325 <br />2 <br />h <br />w <br />V <br />0 <br />a <br />0 <br />F <br />0 <br />2 <br />� <br />V <br />BTLJ mm Ah MT- <br />SILVERADO <br />LOT 10 <br />BLK 1 <br />PROJECT* <br />04128.000-10001 <br />U0DIM <br />4EJB <br />2807- ELLE" <br />GAT(tAGE BVrMG: <br />RIGHT <br />PAGE <br />FIRST <br />FLOOR <br />PLAN <br />150 MPH EXP. B CCA <br />ARCHITECT- <br />STATE OF FLONDA <br />DP N 10/21 716 <br />8CALE: 1 /4"= l' - O" <br />8*IEET <br />2 <br />