HomeMy WebLinkAboutREVISION, 02) 2nd floor plan, 2.22.210� '
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BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS:
PRODUCT
MODEL *
MANUFACTURER
ATTACHMENT METHOD
]BUILDING DESIGN
PRESSURE
EXPIR. DATE
EVALUATION AGENCY
TYPE, SIZE, SPACING 4 EMBEDMENT
PRODUCT DESIGN
PRESSURE
APPROVAL
PGT
5/16" x 2 3/4'' TAPCONS
WINDOWS
SH-5500
EVERY HOLE. ALL WINDOW
+52.1 / -fo9.-1
0-1/30/2025
(SINGLE HUNG)
(IMPACT)
SIZES SAME ATTACHMENT.
+-10.0 / -110.0
20-0401,03
MIAMI / DADE
WORST CASE SCENERIO CALCULATED
WINDOWS
HR-5510
PGT
*
I/4" x 2 3/4" TAPCONS / 12 HEAD
+52.1 / -69.1
09/24/2025
MIAMI / DADE
(H. ROLLER)
(IMPACT)
+65,0 / -110.0
20-0406.01
WINDOWS
PW-5520
PGT
*
I/4 x 2 3/4 TAPCONS / 12 HEAD
+52.1 / -69.1
04/30/2025
MIAMI / DADE
(FIXED GLJ
(IMPACT)
+80.0 / -110.0
19-1126.10
SLIDING GLASS
6GD-5510/2-110
PGT
I/4" x 2 3/4" TAPCONS / *12 HEAD
+52.1 / -69.1
+60.0 /-60; 80,
04/14/2021
MIAMI / DADE
DOOR
(IMPACT)
-100.0
11-0420.06
FOLDING GLASS
"SL-13" ALUM.
NANA-WALL SYSTEMS
(SEE MANUFACTURERS SPECS,)
+52.1 / -69.1
N/A
MIAMI / DADE
DOORS (OUTSWING)
(L.M.I. IMPACT)
+14.5 / --14.5
FL-2010-1.2
PR' ODUCT
MODEL *
MANUFACTURER
ATTACHMENT METHOD
BUILDING DESIGN
PRESSURE
EXPIR. DATE
TYPE, SIZE, SPACING 4 EMBEDMENT
APPROVAL*
EVALUATION AGENCY
PRODUCT DESIGN
PRESSURE
ROOFING
'BARCELONA
BORAL ROOFING LLC
2 - l RING SHANK NAILS W/ ICP POLY -
+18.1 / - �4.2
04/26/2022
(CONCRETE "S" TILES
900„
A
SET H160 ROOF TILE ADHESIVE AH-160
/ -123.2
19-1021.11
MIAMI / DADE
(54 GRAM LARGE PADDY)
ROOF BUILT-UP",
POLYSTICK
POLYGLA65 USA
09/13/21
SELF -ADHERING (SEE PRODUCT SPECS)
NA
MIAMI / DADE
UNDERLAYMENT
TILE PRO
1-1-0614.22
STUCCO
'1.�
NA
STUCCO ON MTL. LATH
+18.1 / -28.8
NA
MIAMI / DADE
NA
5UILDkG DATA 4 DESIGN FRESSURE SCHEDULE
PRigJECT/NAME
KLEIN RESIQENCE
ARCHITECT
M.A. CORSON 4
ADDRESS:
12-1-12 NW MARINER CT,
ASSOCIATES, INC.
ALL PRESSURE$ CALCULATED WITH THE FOLLOWING:
I. WIND LOAD$ BASED ON F,B.C. 2011 (�TH EP,)
S. WALL ZONE (PSF): 4) +52.1 / -56.5
4 ASCE l; 10'', AND N.E.C. 2014 1
5) +52.1 / -6'3,1
2. BUILDING DESIGNED AS: ENCLOSED (OPEN
3. MEAN BUILDING HEIGHT: 24 FT, ROOF PI�CH: 3_5 /12
9. GARAGE DOOR (PSF): +44.2 / -49.2
10, LOADS: FLOOR 60 PSF
INTERNAL FiRESSURE COEFICIENT +/- : 0,10,
ROOF/DEAD 15 PSF ROOF LIVE 30 PSF
4, WIDTH OF; END ZONE: 4'
II. SHEAR WALLS CONSIDERED FOR STRUCTURE?
WIND SP�EO: ALT, I10 MPH 3 SECONd GUST -
YES X NO
` - NOMINAL-- 132 MPH 1
5, BUILDING- CtA65 FfC-ATA0N-j,4'5LE 1-1, ASCU 1
12, CONTINUOUS LOAD PATH PROVIDED?
YES X NO
F.B.C. TABLE 1604.5
13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED?
6, EXPOSURE CATEGORY: p AbJUSTM�NT FACTOR: IAA
YES X NO
1, COMPONENTS 4 CLADDING WIND PRESSURE ON:
14, SOIL BEARING CAPACITY: 2500 PSF
ROOF ZONE (PSF): 1) +30.1 / -41.9
PRESUMPTIVE: BY TEST: X
2) +30.1 / -83.3 3) / -123.2
I
15, TYPE CONSTRUCTION (TABLE 601) IIB
•ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 S.F. EFFECTIVE WIND
3' 1"x6'41 13' 1"x6'41
SI-I 26 SH 26
NOTE:
* WINDOWS 4 DOORS
GREY TINT
* WHITE FRAMES
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23 EQ. RISERS -0 1,25" = 1310 3/4"
RAILING 2'10" ABV, EDGE OF TR,
1" NOSING TYP. 3 - 2 x 12 STRINGERS
(2) 1,25" RISERS + (1) 10" TREAD = 24.5"
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DATE : 10/23/20
DRAWN BY: pig me
CHECKED rtc
REVISIONS
11/30/20 PER 8.D
2/I/21 WORK AREA
2 /15/21 NEIU PERMf