HomeMy WebLinkAbout2nd Floor Plan 2020 10 23 - Klein7 F,PLACE
NEW 42" HIGH
ALUMIN, RAILING
W/ TEMP, GL,
PANELS - VERIFY
W/ OWNER
5ALCONY
( ;=;=m
BELOW
DN.
5' 4"
AHU - - - - - -
I
12'0 3/4" F.F. I
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BEDROOM
CATH. CLG.
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 8 EMBEDMENT
APPROVAL
EVALUATION AGENCY
PRODUCT DESIGN
PRESSURE
PGT
5/16" x 2 3/4" TAPCONS
WINDOWS
SH-5500
EVERY HOLE. ALL WINDOW
+52,1 / -69,1
01/30/2025
(SINGLE HUNG)
(IMPACT)
SIZES SAME ATTACHMENT,
+10,0 / -110,0
20-0401,03
MIAMI /DADE
WORST CASE SCENARIO CALCULATED
WINDOWS
HR-5510
PGT
1/4" x 2 3/4" TAPCONS / *12 HEAD
+52,1 / -69,1
09/24/2025
MIAMI / DADE
(H. ROLLER)
(IMPACT)
+65,0 / -I10,0
20-0406,01
WINDOWS
PW-5520
F'GT
*
1/4 x 2 3/4 TAPCONS / 12 HEAD
+52,1 / -69,1
04/30/2025
MIAMI /DADE
(FIXED GLJ
(IMPACT)
+50,0 / -I10,0
19-1126.10
SLIDING GLASS
SGD-5510/2110
F'GT
1/4" x 2 3/4" TAPGONS / *12 HEAD
+52,1 / -69,1
+60,0 /-60,-80,
04/14/2021
MIAMI / DADE
DOOR
(IMPACT)
-100,0
11-0420,06
FOLDING GLASS
"6L-13" ALUM.
NANA-WALL SYSTEMS
(SEE MANUFACTURERS SPEGS,�
+52,1 / -69,1
N/A
MIAMI /DADE
DOORS (OUTSWING)
(L.M.I. IMPACTS
+14,5 / -14,5
FL-20101,2
PRODUCT
MODEL *
MANUFACTURER
ATTACHMENT METHOD
BUILDING DESIGN
PRESSURE
EXPIR. DATE
EVALUATION AGENCY
TYPE, SIZE, SPACING # EMBEDMENT
PRODUCT DESIGN
PRESSURE
APPROVAL *
ROOFING
"BARCELONA
BORAL ROOFING LLC
2 - 10d RING SHANK NAILS W/ ICP POLY-
+18.1 / -14.2
04/2(o/2022
(CONCRETE '�S" TILES
900�
SET AH160 ROOF TILE ADHESIVE AH-160
-123,2
19-1021.11
MIAMI /DADE
(54 GRAM LARGE PADDY)/
ROOF BUILT-UP
POLYSTICK
POLY GLASS USA
NA
09/13/21
UNDERLAYMENT
TILE PRO
SELF -ADHERING (SEE PRODUCT SPECS)
11-0614,22
MIAMI / DADE
NA
+18,1 / -28,8
NA
STUCCO
NA
STUCCO ON MTL. LATH
MIAMI / DADE
NA
BUILDING DATA 4 DESIGN PRESSURE SCHEDULE
PROJECT/NAME
KLEIN RESIDENCE
ARCHITECT
M,A, CORSON 8
ADDRESS:
12112 NW MARINER CT,
ASSOCIATES, INC,
ALL PRESSURES CALCULATED WITH THE FOLLOWING:
I,
WIND LOADS BASED ON F,B,C, 2011 (6TH ED,)
S, WALL ZONE (PSF): 4) +52,1 / -5(o.5
d ASCE 1-10, AND N.E.C. 2014
5) +52,1 / -613,1
2,
BUILDING DESIGNED AS: ENCLOSED OPEN
9, GARAGE DOOR (PSF): +44,2 / -411
3,
MEAN BUILDING HEIGHT: 24 FT, ROOF PITCH: 3,5 /12
10. LOADS: FLOOR 60 PSF
INTERNAL PRESSURE COEFICIENT +/- : 0,10
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 CLASSIFICATION TABLE 1-1. ASCE 1
YES X NO
F,B,C, TABLE 1604,5
13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED?
6.
EXPOSURE CATEGORY: D ADJUSTMENT FACTOR: I,10
YES X NO
1,
COMPONENTS 8 CLADDING WIND PRESSURE ON:
14. SOIL BEARING CAPACITY: 2500 PSF
ROOF ZONE (PSF): U +30.1 / -4113
PRESUMPTIVE: BY TEST: X
2) +30,1 / -53.3 3) / -123,2
15. TYPE CONSTRUCTION (TABLE 601) IIB
-ALL ZONES CALCULATED FOR WORST CASE SCENARIO, (10 S,F, EFFECTIVE WIND AREA)
14' O"
r- - - - - - - - - - - - - - -
' eV' FLAT CLG,
1-
REPLACE EXIST,
I 2 CLOSET PKT. DRS,
(MATCH EXIST.) . - - - -
EXISi� ,'
'.AHU ASV..
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IIN101 I
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c"
I NOTE: I----��
CLOSET BUIL -IN '
' DESIGN BY THEIRS - I,
VERIFY W/ OWNER
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L - - -
J;'
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3' 1" x 6' 4" I 13' III x 6' 41'
SH 26 : : : SH 26
-------------
Mark A
Corson
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* WINDOWS 4 DOORS TO NAVE
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GARAGE BELOW
STAIR NOTE:
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23 EQ, RISEfI 1,25" = 1310 3/4"
-11
RAILING 2'10" ABV, EDGE OF TIR.
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1" NOSING TYP. 3 - 2 x 12 STRINGERS
(2) 1,25" RISERS + (1) 10" TREAD = 24,5"
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20' Oil
2' 4"
01
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SH H34
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------ --------------------�� ;TEMP. GL. ON 42" ;----------------------------• ---- "•
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REMOVE EXIST, STgjM UNIT 8 `,MJ4LL 8 TEMP. GL.
WATER HEATER ADD,NEW GAS TANKLESS 2' 2" x 4' 2"
�� I'�OR 2"2' x4'2'
ON EXT. WALL BELOW SH H34 , , SH H34 x =
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2'5 x6'S 1ST. FL. WALL BELO
24" , SO" SPRING HT,
' O ro , ACCESS DOOR
F--------------- - -----------------------x '•--- ----------ABV, FOR AHU---------------------------------------------------------------
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EMOVE EXIST
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2�2 x4�20 2�2 x4'2"
F,G,
SH
SH
SH H34 SH H34
EXIST, BALCONY
ll
1 O 8
PIERS / COLS,
TO BE REMOVED
20 (o"
(S PLACES)
30, 2"
REMOVE EXIST, SHWR.
VALVES 8 SPRAYERS
REPLCE W/ NEW - PER
OWNER'S SELECTIONS
MASTER SITTING
CATH, CLG. - 9'O" SPRING HT.
TILE FL.
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2'211x4'21
SH H34
1' all 1 11011
41 10"
m
v
Digitally signed
go by Mark A Corson
Date: 2020.10.28
11:56:59-04'00'
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DATE 10/23/20
DRAWN BY: pig me
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REVISIONS