HomeMy WebLinkAbout02) 2nd floor plan 2/2/210� '
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7 -,PLACE
NEW 42" HIGH
ALUMIN, RAILING
W/ TEMP. GL.
PANELS - VERIFY
W/ OWNER
5ALCONY
OPEN
5ELOW
DN,
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
TYPE, SIZE, SPACING 4 EMBEDMENT
APPROVAL
EVALUATION AGENCY
PRODUCT DESIGN
PRESSURE
5/16" x 2 3/4" TAPCONS
WINDOWS
SH-5500
PGT
EVERY HOLE. ALL WINDOW
+52.1 / -f09.1
01/30/2025
(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" TAPGONS / 12 HEAD
+52.1 / -69.7
09/24/2025
MIAMI /DADE
(H, ROLLER)
(IMPACT)
+(o5,0 / -I10,0
20-0406,01
WINDOWS
PW-5520
PGT
'' *
I/4 x 2 3/4 TAPCONS / 12 HEAD
+52,1 / -6g,-1
04/30/2025
MIAMI /DADE
(FIXED GLJ
(IMPACT)
+80,0 / -110,0
19-1126.10
SLIDING GLASS
SGD-55-10/2-1-10
PCT
I/4 x 2 3/4 TAPCONS / 012 HEAD
+52,1 / -69.-1
+60.0 /-(00; 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 / -fo9.7
N/A
MIAMI /DADE
DOORS (OUTSWING)
(L,M.1, IMPACT)
+74.5 / --14,5
FL-201012
itkRODUCT
MODEL *
MANUFACTURER
ATTACHMENT METHOD
BUILDING DESIGN
PRESSURE
EXPIR. DATE
TYPE, SIZE, SPACING 4 EMBEDMENT
APPROVAL *
EVALUATION AGENCY
PRODUCT DESIGN
PRESSURE
ROOFING
"BARCELONA
BORAL ROOFING LLG
2 - 10RING SHANK NAILS W/ ICP POLY-
+18.1 / -�4.2
04/26/2022
(CONCRETE "S" TILE)
90011
SET H160 ROOF TILE ADHESIVE AH-160
A
/ -123.2
19-1021.11
MIAMI /DADE
(54 GRAM LARGE PADDY)
ROOF BUILT-UP '.
POLYSTICK
POLYGLASS USA
09/13/21
SELF -ADHERING (SEE PRODUCT SPECS)
NA
MIAMI / DADE
UNDERLAYMENT
TILE PRO
1-1-0614.22
STUCCO
NA
STUCCO ON MTL, LATH
+I8,1 / -28,8
NA
MIAMI / DADE
NA
eUILDkG DATA 4 DESIGN PRESSURE SCHEDULE
PRC?JECT/NAME
KLEIN REShQENCE
ARCHITECT
M,A, CORSON 4
ADDk,, SS:
12-1-12 NW M AfRINER CT,
ASSOCIATES, INC.
ALL PRESSURE$ CALCULATED WITH THE FOLLOWING:
I, WIND LOADS BASED ON F,B,C, 2011 (�TH E)5,)
S, WALL ZONE (PSF): 4) +52,1 / -56,5
4 ASCE 1; 10, AND N,E,C, 2014 ; 1
5) +52,1 / -613,1
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
INTERNAIL FRESSURE COEFICIENT +/- : 0,I0;
ROOF/DEAD 15 PSF ROOF LIVE 30 PSF
4, WIDTH OF; END ZONE: 4'
11, SHEAR WALLS CONSIDERED FOR STRUCTURE?
WIND SP�EO: ALT, I10 MPH 3 SECONd GUST -
YES X NO
` - N00t IIINAL: 132 -MF`H 1
5, BUILDING- CLASSIFIC-ATAeN-TA'BLE 1-1, ASCE 1
12, CONTINUOUS LOAD PATH PROVIDED?
YES X NO
RB.C. TABLE 1604,5
13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED?
6, EXPOSURE CATEGORY: D A5JUSTMtNT FACTOR: IAO
YES X NO
1, COMPONENTS 4 CLADDING WIND Pf2E55UFi� ON:
14, SOIL BEARING CAPACITY: 2500 PSF
ROOF ZONE (PSF): 1) +30,1 / -41,13
PRESUMPTIVE: BY TEST: X
2) +30.1 / -833 3) / -123.2
15, TYPE CONSTRUCTION (TABLE 601) IIB
*ALL ZONES CALCULATED FOR WORST CASE SCENARIO, (10 S,F, EFFECTIVE WIND A
5' 4" 14' 0" 2Q
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RAILING 2'10" ABV, EDGE OF TR, m
1" NOSING TYP. 3 - 2 x 12 STRINGERS
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- - - - - - - - - - - - - - - - - - - ------------------- JEMP.GL.ON 42"---------------------
------, ----1;
REMOVE EXIST, STg,jM UNIT 4 ',WALL 4 TEMP. GL,
W,1-I, ADD NEW STACK W/D I OR `7 2" x 4' 2" 2' 2" x 4' 2"
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RAIN
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F,G. SH SH SH H34 SH H34
EXIST, BALCONY
PIERS / COLS, Toll 1' all
TO BE REMOVED
20' 6" (8 PLACES) 30' 2"
4
REMOVE EXIST, SHWR. VALVES 4 SPRAYERS
REPLCE W/ NEW - PER OWNER'S SELECTIONS
a MARBLE WALL SLAB 4 LINEAR
RAIN AT FL, A
2 21' x 41 2"
SH H34
1' 8" 1 1,1011
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DATE : 10/23/20
DRAWN BY: p,jg me
CHECKED Mc
REVISIONS
11/30/20 PER 5,D
\2/1/21 WORK AREA