HomeMy WebLinkAbout01) floor plan - signed, updated (2)BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS @ SKYLIGHTS:
PRODUCT
MODEL "
MANUFACTURER
ATTACHMENT METHOD
TYPE, SIZE, SPACING 4 EMBEDMENT
BUILDING DESIGN PRESSURE
EXPIR, DATE
APPROVALr
EVALUATION AGENCY
PRODUCT DESIGN
PRESSURE
BI -FOLD EXT, GLASS
DRS, (OUTSWING)
"EURO -C3" ALUM.
(L.M,I, IMPACT)
EURO -WALL SYSTEMS
(SEE MANUFACTURERS SPECS.)
+42,4 / -56,1
+100.0 / -100,0
N/A
FL 11838,1
MIAMI /DADE
FRENCH DOOR
(FIBERGLASS)
FD -150
(IMPACT)
PGT+42,4
I/4" x 2 3/4" TAPCONS / 012 NEAR
/ -56,1
/
+10,0 -50,0
02/24/2020
16-0629,16
MIAMI /DADE
BUILDING DATA 4 DESIGN PRESSURE SCHEDULE
PROJECT/NAME
ZIVNEY RESIDENCE
ARCHITECT
M,A, CORSON 8
ADDRESS:
1 11
0o
ASSOCIATES, INC,
I
ALL PRESSURES CALCULATED WITH THE FOLLOWING:
I. WIND LOADS BASED ON F.B.C, 2011 (6TH ED.)
8, WALL ZONE (f -SF): 4) +42,4 / -46.0
t ASCE 1-10, AND N,E.G, 2014
5) +42.4 / -56,1
2. BUILDING DESIGNED AS: ENCLOSED OPEN
9, GARAGE DOOR (PSF): +36.8 / -40.4
3, MEAN BUILDING HEIGHT: 24 FT. ROOF PITCH: 6 /12
10. LOADS: FLOOR 60 PSF
INTERNAL PRESSURE COEFICIENT +/- : 0.18
ROOF/DEAD 15 PSF ROOF LIVE 30 PSF
4, WIDTH OF END ZONE: 4'
11, SHEAR WALLS CONSIDERED FOR STRUCTURE?
WIND SPEED: ALT, 110 MPH 3 SECOND GUST -
YES X NO
NOMINAL: 132 MPH
12, CONTINUOUS LOAD PATH PROVIDED?
5, BUILDING CLASSIFIGAT0 TABLE 1-I, ASCE 1_
YES X NO
F.B.C. TABLE 1604,5
13, ARE COMPONENT 6 CLADDING DETAILS PROVIDED?
6, EXPOSURE CATEGORY: G ADJUSTMENT FACTOR: 1,45
YES X NO
1, COMPONENTS E CLADDING WIND PRESSURE ON:
14, SOIL BEARING CAPACITY: 2500 PSF
ROOF ZONE (PSF): U +24.5 / -38,9
PRESUMPTIVE:_ BY TEST: X
2) +24.5 / -(b1.8 3) +24.5 / -132.8
15. TYPE CONSTRUCTION (TABLE 601) IIB
ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 S,F, EFFECTIVE WIND AREA)
GENERAL ADDITION NOTES:
*THE DETAILS CONTAINED PER THESE PLANS MAY NOT BE
EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION
BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR).
*OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) SHALL NOTIFY
ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING
CONSTRUCTION,
*EXISTING CONDITIONS ON ADDITIONS/RENOVATIONS ARE TO BE
VERIFIED BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR)
EXAMPLE: EXISTING SOFFIT MATERIALS, EXTERIOR FINISHES, TRIM
MATERIALS, ROOFING MATERIALS, FASCIAS, ETC,
*OWNER AND/OR CONTRACTOR (SUB-GONTRAGTOR) IS RESPONSIBLE
FOR PROVIDING AND VERIFYING DESIGN GUIDELINES AND
RESTRICTIONS PER SUBDIVISIONS ARCHITECTURAL REVIEW BOARD.
*M,A, CORSON 4,4850C. INC, SHALL NOT BE LIABLE FOR ANY LOSS,
DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES,
SQUARE FOOTAGE CALCULATIONS
TOTAL A/C AREA 4,945 SQ, FT,
GARAGE 820 SQ, FT,
NEW COVERED ENTRY 15 SQ, FT,
TOTAL NON A/C AREA 995 SQ, FT,
TOTAL AREA 5,940 SQ, FT,
CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES
LOT AREA = 29,354 S.F.
WALL LEGEND
18" LONG #3 DOWELS Q 24" O,G,
on ea, SIDE STAGGERED x
TRENCH WIDTH, DRILL 4 EPDXY
6" INTO EDGE OF EXIST, SLAB
MID -DEPTH,
*3 BAR GONT, 6 MIL, VAPOR BARRIER ON
j� GRADE
COMPACTED 6 TREATED FILL.
-S� O GRADE PA �L �1.iH 3/411=1l 910"1
NOTE: SLAB PATCH FOR MECHANICAL TRENCHES - MATCH J�
EXISTING THICKNESS BUT NOT LESS THAN 4"
SLIDING GLASS DOOR ATTACHMENT
lx3 F, 7' WOOD BUCK lNS 7ALLA7/0N
1/4" TAPCONS m 16" O.G. MAX. d WITHIN 6"
OF CORNERS OR PER DOOR MANUF.
ATTACH THRU FRAME AND BUGK INTO
BLOCK W/ 1 1/4" MIN. PENETRATION INTO
BLOCK WALL
2x4 P.T. U//OOD BUCK 70 CONC,
I/ 'X2 3/4" TAPCONS w 12" O.C. t WITHIN
6" OF CORNERS
DOOR FRAMP TO 2x F.T BUCK:
SILL: 1 - "10 x 1 1/2" PH CP SMS CENTERED
AT6" FROM JAMB,
R
HEADES: 8 - 1/4" x 1 1/2" LAG SCREWS
CENTERED AT 6" FROM JAMS,
JAMBS: 5 - 1/4" x 1 1/2" LAG SCREWS CENTERED
AT 6" FROM HEAD AND SILL.
HOLLOW 8 HATCHED =
EXISTING WALL TO REMAIN
SOLID = NEW WALLS
DASHED = EXISTING
WALL TO BE REMOVED
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DATE : 03106120
DRAWN BY: pJ9 me
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REVISIONS