REV-17-389 (2)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
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
FEB 16 2017
h
FBC 20 t q
Master Permit No. ( I
� W 1-7— 33
Sub Permit No. nTy 2 — 17 - 39q
11 REVISION ❑ EXTENSION ❑ RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [—]CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: / D5:0 NE /'QS(_Tl��r
Folio/Parcel#: Is the Building Historically Designated: Yes NO -
i
Occupancy Type: _� Load: Construction Type: P54t Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): VK6- V Glzeez Phone#:7%? y"(3 SM
Address: / D FI-0 ti6 1X >HS_r
Tenant/Lessee Name: Phone#:
Email
61will, co
CONTRACTOR: Company Name:yl i 13/ I ( WA)J ( Phone#:/_U (P;99o22%Q
Address: Z 0( 7_G 5_ �J c-2V 7'Y7VU / r
City: l (Zhu State: �� Zip:
Qualifier Name: �dSl� LDS/ Phone#:
State Certification or Registration #: 0,&C, D.S & Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work: _Tl\ —
Type of Work: ❑ Addition ❑CAlteration ❑ New �.I/ q�❑ Repair/Replace ❑ Demolition
Description of Work: 7S t Q I S r/'I'/ 6f7 9&( /1tVW�il✓(�A &g1UV6
Specify color of
c_olor,tthr. i tile: r
Submittal $ F e J� i C� L e mi .Fee `
e 1=� - P fi t $ CCF $ CO/Ct $'
Scanning Fee $
Technology Fee $
Radon Fee $
Training/Education Fee $
DBPR $
Notary $
Double Fee $
Structural Reviews
(Revised02/24/2014)
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the r
ce of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The fore oing instrument was acknowledged before me this
day of 20� by
L7 who is personally known to
me or who has produced as
identification and who did tale an oath. u
CQU
CONTRACTOR
The:foreg instr ent was acknowledged before-7me this
�day of 20 17 by
-7'd,5 i lam/I , who is personally known to
me or who has produced as
identification and who did take an oath.
Seal: Ya danka Wingfield Seal: Yordanka Wingfield
NOTARY PUBLIC NOTARY PUBLIC
STATE OF FLORIDA STATE OF FLORIDA
Con n# GG020296
*****•*********1� *G ************************************J?0PhV&4"#2®P®ss************
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
.058"
jId 2.625E
I
625"
HR-1 Cap Detail
(w/snap plate HR-2)
1.795" �I
070" 895"
1
HR-3 Bottom Channel Detail
(W/snap plate HR-2)
i 4 2„ -�
2"
066EIF
HR-4 Post Detail
( w/ snap plate HR-2)
1.800E
.097E 1.465"
d
140-4A Post Detail
2.468" Mechanical Aluminum Fence & Welded Gate
(Not designed for use as a balcony rail or other raised structural barrier)
.052 -►'
Pickets may punch Pickets are punched 3000 PSI Conc.
through mid rail or through top rail Structure
stop at mid rail Top Cap
HR-10 Cap Detail 60" Max. �-�6" Max
(w/snap plate HR-11A)
3000 PSI Cow: < 4" ,,,, '"
Structure s/a" x .049" or
1.625E -►I Optional Decorative 1" x .044" --op.HR-12 Mid Rail < 4" Rings or scrolls Tube Pickets 72" Max
1 Channel I (top of pressed
(optional) 45" Min. 2" x 2" x .066" I I (( spears or top rail)
1" (for pool code) HR-4 Posts
HR-12 Bottom
066E Channel
HR-12 Channel Detail
r*-s/"---�
1
.040° 'J
HR-13 Picket Detail
Self closi
hinges
2"x2"x.12!
Tube Posts
2"x2"x.12,1
Tube Frame
12"0x24"for up to 5' <2
fence height, 14"0 x 30" 3000 PSI
for over 5' to 6' Gonc.
48" Max. Magna latch
(for gate under 54" high)
f closing latch
3" x 18" x 1 /4"
Plexiglass
(where Req'd)
.040" or 1 " x .044"
a Pickets
3000 psi Conc.
12"0 x 24" for gates
to 5' high,
o typ 14"0 x 30" over 5'
(w/ snap plate HR-2)
(use for posts up to 48" High) Self Closing Gate Detail
Notes: E V(4' to 6' high max.)(welded)
1. Design: 2014 FBC, & ASCE 7-10, exposure C. Max total fenc]eight is 6' (including pressed spears).
2. All components are connected with #12 x 1 %" SMS screws. except gate which -is wel ed. Fill all bosses.
3. Fence panels and gates shall be powder coated or factory finished for corrosion resistance. No aluminum in direct contact with concrete.
4. Gate frames shall be shop welded by certified welder. Use 5183 or 4043 filler metal, weld 1/4" all around.
5. The fences respresented hereon are not designed for use as a balcony rail or other elevated structural barrier.
6. Soil compaction around footings shall be 98% optimum density (2500 psf minimum capacity).
7. Core drilling must be a minimum of 31/2" from any concrete edge (to edge of core hole).
8. Materials: 6063-T6 aluminum fence and gate components, structural quality molded polymers or zinc coated cast fittings.
9. Pool code requires all gates to open out and be a minimum of 48" high and have no opening more than 1/2" within 18" of latch.
10. No inspection was made at this jobsite and the design depicted herein is based upon data supplied by the contractor. This engineer is not to be held
liable or in any way responsible for the use of any inaccurate information. The contractor shall field verify all measurements and information used in this
design before any changes are made to field conditions, and the fabrication and the installation of the materials.
11. If field conditions differ from the information or measurements originally presented to the engineer, the engineer should be consulted and given the
opportunity to make any necessary adjustments to the design prior to construction.
12. No changes to this drawing are allowed without written authorization from the engineer.
13. Copies of this drawing without an original signature and seal of the engineer are invalid.
14. The contractor shall hold the engineer harmless for all fabrication and installation that differs from this drawing, and quality of workmanship, etc.
HR-5 Picket Detail
r
I
II�
T - Cast Aluminu�
< 4„ Shoe
3"0 x 31/2" Core
(Fill with Sikadure 32 hi mod
epoxy with sand aggregate)
(see detail below) Post FE
Bottom Rail
5" x 5" x'/," _#14 x Y4" SMS EA
MOUNTING SIDE OF CASTING
SHOE
�-Y
M in. 4" 3000
psi Conc.
Cast Aluminum Shoe Detail
(4)'/," x 1%" embed tapcons, Min. 3" edge distance.
1-1
I /4_ _ t
na-1
Self Closing Hinge Detail
(Attach w/(4) #12 SMS screws)
Q�f-v n-399
h Post
AU .
*000 00 ` j
Wall Mount Brackets
(Attach to wall w/ (2)'/," x 3" SS Tapcons & to
Cap & Channel W(2) #12 x Y4" SS SMS)
Alternate Attachment
2 x 2" x 3/16" angle (attach to walls
�" x 1'/<" embed Tapcon screws)
zoV
...•..
2Ex •x • 1'L6-
,
�ube't�os�
HR 128oitvrii• , •
Channel,,•• ••••••
••••••1- ••i••�
2'
• • • • • •
3'•nsirn-.wl
• ••• , •Y� 3%'.....
• •••••:
.. •
10 3" 4
A_ T.'! #; (Attach w/(4) #12 SMS screws)
kl arr' Shuns Vi IP �e
- - - - T
Typical Automatic Latch -
T , ; V t,CE WI FH ALL FEDERAL
Core Mounting Detail
(fill with sicadur 32 hi -mod epoxy
extended with sand aggregate)
William F. Flaherty, P.E. 25221
1351 SE 4th Avenue
Pompano Beach, Florida 33060
Certificate of Authorization #26223
954-562-9300
t1111111111F. FLq
i�l,
® No 25221
STATE O
2.6.17 ,.} • �.