WS15-86PERMIT APPLICATION
Miami Shores Village
Building Department"
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING ❑ ELECTRIC ❑ ROOFING
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D
a02015
BY:
FBC
20 �b
Master Permit No.
Sub Permit No. t A'�js — kk?
W,REVISION ❑ EXTIkNSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF � CANCELLATION ❑ SHOP
CONTRACTOR i ' DRAWINGS
JOB ADDRESS: ✓9(:;' +^�'/'G{� -ge ' 7z ietFr
City: Miami Shores County: Miami Dade Zip: �J/ V
Folio/Parcel#: i�r.3% GG't� Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: _Flood Zone: BFE: FFE:
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OWNER: Name (Fee Simple Titleholder): '�,�+� ��X.C+� L7 Phone#: 3 e2+< '-57.9
Address: 94'10
City: Xe %4"!' State: Zip: a'3 /.� 3
Tenant/Lessee Name:
Email:
hone#:
CONTRACTOR: Company Name:�'�Qi�jj%J'i��1��
Address:
City: t7% �State: .G' IJ,' Zip: 2?,)
Qualifier Name:-i/d'� Phone#: aff�✓ 3�—,,5''/
State Certification or Registration #:
DESIGNER: Architect/Engineer:
Address:
Value of Work for this Permit: $
Certificate of Competency #:
hone#:
City: State: Zip:
Square/Linear Footage of Work:
Type of Work: ❑
Addition ❑
Alteration ❑ New
Q Repair/Replace
❑ Demolition
Description of Work:
/ /,j'<1r7al
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Specify color of color thru tile:
Submittal Fee $
Permit Fee $ —1'5 ( 3 CCF $
Scanning Fee $ Radon Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Training/Education Fee $
DBPR $
CO/CC $ _
Notary $_
Double Fee $
Bond $
TOTAL FEE NOW DUE „ t11-1> X14f
SCOPE OF WORK
THE PROPOSED SCOPE OF WORK CONSIST OF:
* SHOP DRAWING FOR NEW STEEL STORM PANELS SHUTTERS
WIND LOAD NOTES:
1 . — a = 4.5'
2.— WIND SPEED = 175 mph
3.— IMPORTANCE/USE FACTOR= 1.0
4.— EXPOSURE = B
5.— Kd = 1.0
WINDOW ESCAPE NOTES:
1.— All emergency escape and rescue openings shall
have a minimum net clear opening of 5.7 square
feet.(R310.1 .1).
Exception: Grade floor openings shall have a
minimum net clear opening of 5 square feet.
2.— The minimum net clear opening height shall be
24 inches. (R310.1.2).
3.— The minimum net clear opening width shall be
20 inches. (R310.1-3).
4.— Where emergency escape and rescue openings
are provided they shall have a sill height of not
more than 44 inches.(R310.1).
5.— Sill height minimum 36" or provide permanent
guard rail at 42" AFF, while maintaining required
escape opening.
SET OF PLANS ACCORDING TO 2010 FLORIDA
BUILDING CODE SUPLEMENTS
REINFORCED GROUTED
CELL CTYP. AT EA.JAMB
TYP.�BS WALL-\ INTEROR
STUCCO/EXTERIOR
1"X4" P.T. WOOD BUCK W/
1/4"X1 3/4" TAPCON SCREWS
A 4" FROM THE END AND AT Cul
15" OC. MAX. ELSE WHERE
EMBEDDED IN CAULKING.
rNZ
CALK
EXISTING WINDO
NEW SHUTTERS
WALL MOUNTING
WINDOW CONNECTION DETAIL
N.T.S.
P=+130PSF
P=-130 PSF
NOA-12-1210.01
STEEL STORM PANELS
22 GA. 12-1210.01
ZONE 4
P=+130 PSF
P=-130 PSF
NOA-12-1210.01
SHUTTERS
ZONE 4
P=+130 PSF
P=-130 PSF
NOA-12-1210.01
W J TTFR� FI noR
bUALL: I / 4 = I —U
-NEW SHUTTERS;
WALL MOUNTINq
WINDOW OPENIT
20"X32"
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4 j
+130 PSF
—130 PSF
A-12-1210.01
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Miami Shores Village I
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APPROVED BY DATE
70i11NG DEPT
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REVISIONS
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SCOPE OF WORK
THE PROPOSED SCOPE OF WORK CONSIST OF:
* SHOP DRAWING FOR NEW STEEL STORM PANELS SHUTTERS
WIND LOAD NOTES:
1.– a = 4.5'
2.– WIND SPEED = 175 mph
3,– IMPORTANCE/USE FACTOR= 1.0
4.– EXPOSURE = B
5.– Kd = 1.0
WINDOW ESCAPE NOTES. -
j.– All emergency escape and rescue openings shall
have a minimum net clear opening of 5.7 square
feet:(R310.1.1).
Exception: Grade floor openings shall have a
minimum net clear opening of 5 square feet.
2.– The minimum net clear opening height shall be
24 inches.(R310.1.2).
3,– The minimum net clear opening width shall be
20 inches.(R310.1.3).
4.– Where emergency escape and rescue openings
are provided they shall have a sill height of not
more than 44 inches. (R310.1).
5.– Sill height minimum 36" or provide permanent
guard rail at 42" AFF, while maintaining required
escape opening.
SET OF PLANS ACCORDING TO 2010 FLORIDA
BUILDING CODE SUPLEMENTS
STEEL STORM PANELS SHUTTERS
22 GA. 12-1210.01
FRONT ELEVATION
SCALE: 1/4"=V-0"
WALL MOUNTING
WINDOW OPENING
60"X63"
ZONE 4
P=+130 PSF
P=-130 PSF
NOA-12-1210.01
-NEW SHUTTERS
WALL MOUNTING
WINDOW OPENING
72"X63"
ZONE 4
P=+130 PSF
P=-130 PSF
NOA-12-1210.01
RICHT ELEVATION
SCALE: 1/4"=V-0"
!EDOV
iN3OPENING N
75"X38" NEyy U ig WALL SHUTTERS
ZONE 4 WALL MOUNTING
WIND OP NTNG
TING
P=+130 PSF WINDOW OPENING W
P=-130 PSF 74"X38 74' X38
NOA-12-1210.01 ZONE 4
LNOA-12-1210.01
P=+130 PSF
PSF P=-130 PSF
PSF NOA-12-1210.01
LEFT ELEVATION
SCALE: 1/4"=V-0"
TG
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1.01
REAR ELEVATION
SCALE: 11/4"=V-0"
WALL WOUJNTNSG
WINDOW OPENING
149"X38"
FNOA-12-1210.01
E 4
130 PSF
130 PSF
REVISIONS
N 0.1 DATE
1
2
3
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WALL MOUNTING
WINDOW OPENING
55"X38"
ZONE 4
P=+130 PSF
P=-130 PSF 0
NOA-12-1210.01
Al MHOUNTING
WINDOW OPENING
72"X38"
4
30 PSF
30 PSF
LNOA-12-1210.01
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REAR ELEVATION
SCALE: 11/4"=V-0"
WALL WOUJNTNSG
WINDOW OPENING
149"X38"
FNOA-12-1210.01
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130 PSF
130 PSF
REVISIONS
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