Royal Palms Drive 525 REVISIONS BY
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FOUNDATION PLAN- FLOOR PLAN -ROOF PLAN-
SCALE: 114" 1'-011 SCALE: 114" = I'-011 SCALE: 114" V-011
SWARE EQQ1:AGr:
EXISTING H/C; 11508S.F.
NEW H/Ct 124 S.F.
TOTAL H/C: 1,632 S.F. X
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FLORIDABUILL)IN0 CODE-Zoo(,,,
1. pES19ti L96D§ JQ .0
A KUUr LIVE LOADS:
B. FLOOR LIVE LOADS: 16.P.S.F. 1. BASIC WIND SPEED:, 120.MPH
BASIC WIND SPEED. 40.P-S-F- 2. MiPQRTANCE FACTOR; I=1.0
C. FL RIDA BUILDING CODE Z.006 5"W-,,MrZtW 120 M.P.H.
3. E)20SURE: C� x x
D. SOIL BEARING: (SEE NOTE 3) 111VID !i
E. WIND IMPORTANCE FACTOR: 2500.P.S.F. 4. njTERNALpREssURE- COEFFICIENT: +.18 or -.18
Fd WIND EXPOSURE: 1=1.0
'APPi MABLE INT-E.RNAL PRESSURE CO-EFFICIENT EXPOSURE C
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2- Ivilm I ERI 111 Q. 5. COWONENT AND CLADDING WIND LOADS LbsJSq.Ft
A. - RETE: DESIGN AND CONSTRUCTED PER A.C-1.318-:83 a 4 -8" +sr,*r Avj. ac;-W4-r,
IITEM
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FOUNDATION AND SLAB COMPRESSIVE STRENGTH?2101 DAYS EFFECTIlVE VIIND AREA Ft.Sq.
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FILLED CELLS OF C.M.U. P.S.I. 77
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2500.P.S.I. 10. 20- 50. 100.
B. REINFORCING STEEL CONFORM TO ASTM A-615 GRADE 60.
C. WELDED WIRE FABRIC: CONFORM TO ASTM A-1135. ROOF 0
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D. STRUCTURAL STEEU CONNECTION AND ANCHOR BOLTS SHALL CONFORM TO ASTM A-307. -33,09
FRAMING LUMBER: SOUTHERN PINE PER*N.F.PA-.NATIONAL DESIGN SPECIFICATION FOR WOOD
E. CONSTRUCTION. 710
i. SAWN LUMBER SHALL BE NO. 19%MIN.M.C. 2&3 IZ-0
2- AND Fb--1200.PSI. 4 39,6. 7-1 L
STRUCTURAL GLUED LAMINAI ED TIMBERS WITH Fb=2400 PSI.
N-ff-5F_ -29--
5. ALL LUMBER WITHIN Z4r OF GROUND SHALL 13E PRESSURE TR WAIJL (S)
3. SAWN LUMBER 4 k BAND LARGER SHALL�E NO. 1 19%M.C.
4. 1 ST&2ND FLOOR 2 X 4 STUDS SHALL BE SPRUCE/Pq4E1FUR 92 2 9%M.C.
CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. AITED. ALL WOOD SET ON
,51 _4 -2
4
F. WOOD ROOF TRUSSES: DESIGN BY THE MANUFACTURER TO�UPPORT DEAD,WIND,AND LIVE
LOADS. 0
1. MANUFACTURER SHALL SUBMIT ERECTION DRAWINGS FOR REVIEW BEFORE FABRICATING P-4
TRUSSES. - 5 =57-70 -3&,go -40,-/S 1.4,5 7 P CNI C/)
2. ERECTION DRAWINGS SHALL SHOW ALL LATERAL AND DIAGONAL BRACING AS REQUIRED IN Z
THE TRUSS SYSTER 0
3. TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED BY THE TRUSS.MANUFACTURER AND
SHOWN ON THE ERECTION DRAWINGS. ROOF OVERHANCI 10. 20. 100.
G. PLYWOOD ROOF AND WALL SHEATHING: OSB BOARD OR APA C-0 INT.WITH EXTERIOR GLUE(CDX) 17 3 4 7 5��4 90.001
MIN.CONFORM TO THE AMERICAN PLYWOOD ASSOCIATION STANDARD OR OSB BOARD. N 85'03727'
H. CONCRETE MASONRY UNITS: CONFORMTO ASTM C-90. MORTAR SHALL BE TYPE M OR S. 3
1. WOOD FRAMING HANGERS AND STANDARD HURRICANE CLIPS SHALL BE SIMPSON"STRONG-TIE"
(SST). -SOUTHEASTERN METALS MANUFACTURING COMPANY(SEMCO),OR EQUAL Notes:. 1. For effective areas between those giy=above the loa'd may be interpolated,
otherwise use the load associated with the lower effective area.
J: ANCHOR BOLTS FROM THE FOUNDATION SHALL BE Q 21"O.C.& 8-O.C.MIN FROM ALL CORNERS
AND DOOR OPENINGS. MINIMUM WASHER SIZE SHALL BE 2-DIAMETER FLAT'. 2. See Figures for location of zones.
K ALL DRYWALL CEILINGS SHALL BE NAILED IN ACCORDANCE WITH THE MAN*UFACTURER'S 3. Plus and Minus signs signif
REQUIREMENTS. y pressuies acting toward and a ay from the
building surfaces.
3. §011,BEARINg STRUCTURE IS DESIGNED FOR A UNIFORM SOIL-BEARING OF 2500 PSF. RECOMMEND DR . Cl)
UVVNF-K HAVE SOIL ON SITE INVESTIGATED BY AN ENGINEERING SOIL CONSULTANT TO VERIFY BEARING
CAPACI171Y. LES THOMAS ARCHITECT INC ASSUMES NO RESPONSIBILITY FOR FOUNDATION FAILURE DUE
TO ACTUAL SOIL BEARING OF LESS ffMAM.PSF AT FOUNDATION ELEVAT11ON.
4. COI ((00' R/W)
.je6QTFQ FILW ALL FILL UNDER FLOOR SLABS SHALL BE CLEAN SAND W11TH LESS THAT 5%PASSING THE
9200 5LF_F=Vt. FILL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING Er-IN I)EPTH TO 95%MIN. DENSITY
OBTAINED AT OPTIMUM MOISTURECONTENT IN CONFORMANCE WITH ASTIA D-1557 METHOD"C".
5. ALL STRUCTURAL WORK AFFECTED BY MECHANICAL ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE SITE PLAN
VERIFIED WITH EQUIPMENT BEFORE PROCEEDING WITH STRUCTURAL WORK kn
6. AL SCALE: 1" 20-0111
M"PLYWOOD ROOF SHEATHING SHALL BE NAILED AS FOLLOWS:
8d NAILS O.C.AT PANEL EDGES. 3
94 NAILS j 69:D.C.AT ALL INTERMEDIATE SUPPORTS.
8dNAILS 40 O.C.AT ALL SUPPORTS WITHIN 4 Fr.OF GABLES
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B. 11T WALL SHEATHING SHALL BE NAILED AS FOLLOWS:
8d NAILS 0 B*O.C.AT PANEL EDGES. (ID: 8
8d NAILS Q 9"O.C.AT ALL INTERMEDIATE SUPPORTS. qw.
CD (D :CL (D kD
7. ALL WINDOWS AND DOORS SHALL BE CERTIFIED FOR'120 MPH WIND IN ACCORDANCE WITH COASTAL
CONSTRUCTION CODE AND HAVE A RATING OF R-35 OR GREATER.
11r<0 S 45*
GARAGE DOOR AND HARDWARE SHALL HAVE A RA-nNG'OF+28 P_SF&-32 PSF. PROVIDE CERTIFIED COPIES
OF MANUFACTURER!S COMPLIANCE WITH THESE REQUIREMENTS. J.
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DATE:
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SCALE:
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DRAWN:
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REVIEWED FOR C01)E COMPLIANC
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CITY OF XFIANTIC BEACH A
SEE PERIM111-S FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS.
OF SHEETS
VIEWED BY:
DATE:
�E_ S-&/Q -
REVISIONS BY
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EX I 5,.T I NG, PAINTED CMU WALL PAINTED CMU HALL
EXISTING— ---,--PAINTED CMU WALL
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Tb I I I I I I T I
LEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION_
SCALE: 114" 1'-011 SCALE: 114" 1'-011 SCALE: 11411 11-011
wO
ARCH SHINGLES OVER ARC14 SHINGLES OVER
ROOFING FELT ON 1/2" ROOFING FELT ON 1/2"
PLTNOM-59EA M PLYWOOD 514EATHING
OOD ROOF TRU55155 24" O.0
5IMP50N H2.5'5 @ 5INPS0N H2.5'5 @
'2 EA. TRUSS u
EA. TRU55
MTL. DRIP —NTL. DRIP
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�—R-30 INSULATION 0
112% �INQ .
CEI
1/2' G.H.B. U 00
2x(o SUB FASCIA 2x(o SUB FASCIA
VINYL VENTED VINYL VENTED
SOFFIT R-30 FIBERGLA55 INSULATION SOFFIT
(3) 2x12's R-11 FIBERGLASS 5INP50N META I(o @ EA. TRUSS
INSULATION
'Bill
M's 0 16" O.C.
8" CNU WALL N/ (1) #5
IN FILLED CELL.5 @ 480
O.C. AND @ ALL
CORNERS AND OP�NINGS
v coNC. SLAB OVER EXISTING CONC. 5LA13 TO CONC. SLAB OVER EXISTING CONC. SLAB TO
MATCH ELEVATION OF EXISTING FLOOR 5LA13 MATCH ELEVATION OF EXISTING FLOOR SLAB�
-JkEXIST., FIN. FLR. LVL. -i;r. T-1
I(o"xI2" DEEP CONC. FOOTING
W1 (3) #5's CONT.
BUILDING SECTION
SCALE: 114" 1'-011
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DATE:
03/14/08
SCALE:
AS SHOWN
DRAWN:
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SHEET
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OF SHEETS