REV-19-471WJAR4
Miami Shores Village�� 9\ Building Department By,
` 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel:.(305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
. FBC 20
BUILDING Master Permit No. BC 2 - - ► 2
PERMIT APPLICATION Sub Permit No. tU 3 -
[BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR
JOB ADDRESS: 100 A)F, 412 S,+
DRAWINGS
City: Miami Shores County: Miami Dade Zio:\i
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE:
OWNER: Name (Fee Simple Titleholder): brQ-AIXA. Phone#:)C ?Q6::2:9Z Z%01V
Address: ����� A/C gZ S7 /
City: \1 Z!1;4i(/l_- �H(%/l �S State: �L zip:Kv 33 / 3
Tenant/Le�
Tenant/Lessee Name: Phone#: �tfl Zg
Email: 61-CA K-I-ayeC &LDO • Con \
CONTRACTOR: Company Name: Ta6i S Grow 004 Phone#: (jD56 T)l$-3638
Address: aZ. 3 I /V W (0 (o S+
City: EA i � State: FL Zip: 331(,G
Qualifier Name: -To SR �e iIA. Phone#: (3�DS) 218 — No3$
State Certification or Registration #: Certificate of Competency #: 1 Jr &!& 00 5,B -1:7
DESIGNER: Architect/Engineer: 7— EA)g' AQR.r Pi_e- Phone#:
Address: VZ(S L�&4Q Dr 3507- City: DorVL ( State: PL zip: 331 ko
Value of Work for this Permit: $—* Square/Linear Footage of Work:
Type of Work: ❑ Addition d Alteration ( New. 1 ElRepair/Replace LJ Demolition
Description of Work: KVisi (j (\ Od \ah 4 Is $y Ih r (S
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee
Structural Reviews $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE
(Revised02/24/2014)
lei
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
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 absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. r,
1
Signature
OWNER or AGENT
The foregoing instrument
was acknowledged before me this
day of 20 by
who is personknown known to
as
me or who has produced 2 —�%rpo—l`f —783 —6
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
who is personally known to
L �CQ2.--0
me or who has produced Z(�
_ �_ � r/rJ—(�Z as
identification and who did take an oath.
NOTARY PUBLIC -
Sign:
Notary Public State of Florida
Print: �. A e,�,a,a V (2.
Seal �0' N_ Notary Public State of Florida ,p• My .Commission GG 273120
Caridad Y Suarez Seal: �'+o,�d� expires 1W31/2022
My Commission GG 273120
;�B Expires 10731/2022
APPROVED BY r ' ( Plans Examiner 6 ` G Zoning
L Structural Review Clerk
(Revisedo2/24/2014)'
I
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The pwpeee of this Surrey is for u in obtaining lWe Lwwance" Pinanrin• and 4 ouW swt ba uW for Cantractian vurpoees.
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SURVEY OF LOT 13A14. STOCK 24. OF AN AMEMM PLAT OF W" SHORES SECTION NO. 1. ACCORDING TO THE PLAT THEREOF AS RECORDED W
PLAT BOOK IO. PAGE 70, OFTHE PUBLIC REOORDS OF M)AMI•DA COUNTY. FLORIDIL
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CERMEO TO. MARY ROSERGE
LAW OFFICES CF NORMAN C. PO �~ .
OLD REPUBLA+ NATIONAL T)TLE INSURANCE COMPANY
J: wDalTt�" w 1L � E
Atowro!-" t
SWVD R% ELAL 5
THE CANVAS AND OR FABRIC MUST BE DESIGNED TO BE READILY AND
COMPLETELY NEMOVED DURING PERIODS OF HIGH WIND VELOCITY.
REMOVABLE CANVAS OR FABRIC MUST BE COMPLETELY REMOVED
WHEN WIND SPEED APPROACH AND/OR EXCEED TO 25 MPH (20.11M/S)
AND/OR AS DESIGNATED BY U.S. WEATHER BUREAU AS BEING A
HURRICANE WARNING OR ALERT.
THIS FABRIC -COVERED STRUCTURE (CANOPY) WILL NEED A QUICK
REMOVAL OR BREAKAWAY FABRIC AT WIND VELOCITIES EQUAL TO OR
GREATER THAN 25 MPH (ACCORDING TO FBC 2017 3105.4.2.1)
A HIGH WIND VELOCITY WARNING MUST BE POSTED WITH LEGIBLE AN
'READILY VISIBLE SIGN OR DECAL INSTRUCTIONS TO THE OWNER OR
TENANT TO REMOVE COMPLETELY THE CANVAS OR FABRIC DURING
SUCH PERIODS OR TIME.
THE CANVAS OR FABRIC USED FOR AWNINGS OR FABRIC -COVERED
FRAMES SHALL BE FLAME RESISTANT IN ACCORDANCE WITH NFPA 701
Al
1"
,10"
o�
� o
VING MUST HAVE
BAAEVICE. \
RD CRANK. �
NOTES:
• MAXIMUM WIND VELOCITY 25 MPH WITH AWNING IN OPEN
POSITION THIS AWNING IN CLOSED POSITION RESIST
175 MPH WIND VELOCITY.
• THE AWNING WILL BE RETRACTABLE AWNING BY SOLAIR
SHADE SOLUTIONS SEE PLANS FOR DETAILS
• RETRACTABLE AWNING SHALL BE IN CLOSE POSITION AT
25 MPH WIND VELOCITY
DARD CRANK
RE El ED
MAI 0 4 �2�sIM'9
0
"Ty RUf FS ANr) R( ^l n ATONS
ARM
Al
ao)
SCOPE OF WORK
STRUCTURAL DESIGN AND CALCULATIONS
• FOR NEW RETRACTABLE AWNING.
SEE DETAIL
A/SD-2
�jv
ABRIC
INDEX
PAGE
DESCRIPTION
1
ISOMETRIC
2
NOTES & DETAILS
3
SHOP DRAWINGS
4
DETAILS
6
ROOF KEY PLAN & SECTION
RETRACTABLE AWNING
15'-7" W X 11'-8" PROJ.
W/ 2 ARMS AND 4 BRACKETS
ISOMETRIC RETRACTABLE AWNING
Al SCALE
•.
,0
NOTE
-DESIGN LW(TED TO RETRACTIBLE AWNNG
-AN YCORRECTION$. WMARK-. WNREO-T
OR STICI(-OfM A&L VOID TNECE DRA'AMIGS
AND MC"IA"ONS.
COPYRIGHT Erv—
THIS DOCUA£NT IS THE PROPERTY OF
IENGNEER AND SHALL NOT BE REPRCDUCED W
WHOLE OR PART VATHOUT MITTEN CONSENT
OF THE CERTIFYING ENG WEER
REVISIONS
NO DATE
02-22-2019
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-2
Juan C. Mmno
DATE 12-032018
SCALE AS SHOWN c
Y
DESIGNED J.M.
DRAWN J.M.
DRAWING NO.
SD-1-
(SHEET 1 OF 5
• STRUCTURAL NOTES STRUCTURAL STEEL:
GENERAL NOTES: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE
DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL
ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION FOR BUILDINGS, THE AMERICAN INSTITUTE OF STEEL
OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART CONSTRUCTION, AISC 360-10.
OF THE WORK. ALL ANGLES AND PLATES SHALL BE ASTM A36, FY=36KSI OR
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE APPROVAL EQUAL U.O.N.
AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S ALL TUBES TO BE OUTSIDE DIAMETER, GALV. GATORSHIELD,
RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND STEEL FY=50KSI. OR APPROVAL EQUAL, U.O.N.
SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS ALL HOLLOW STRUCTURAL TUBE "HSS" TO BE STEEL ASTM
COMPONENTS DURING ERECTION. OUR EXTENT OF LIABILITY IS A500 GRADE B, FY=46KSI, OR APPROVAL EQUAL, U.O.N.
LIMITED TO THE AMOUNT OF THE ENGINEERING FEE. ALL ANCHOR BOLTS SHALL BE KWIK BOLT III BY HILT] U.O.N.,
WATERPROOFING & ROOF TILE IS NOT WITHIN THIS SCOPE OF WORK. WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL
BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT
DESIGN LOADS: METHOD.
THE STRUCTURAL FRAMING WAS DESIGN USING THE FOLLOWING WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING
F.B.C. 2017, AND THE FOLLOWING SUPER IMPOSED LOADS. THE MOST RECENT AWS APPROVED TECHNIQUES. SHIELDED
WIND LOADS: METAL ARC WELDING (SMAW) SHALL USE E70XX
WIND VELOCITY : 25 MPH EXPOSURE CATEGORY : C LOW -HYDROGEN ELECTRODES.
GCPI : +/- 0.18 KD : 0.85 ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH-UP COATS
IMPORTANCE FACTOR : 2.00 OF PAINT IN ACCORDANCE WITH SSPC SPECIFICATIONS.
STRUCTURAL ALUMINUM:
THESE SPECIFICATIONS SHALL APPLY TO THE DESIGN OF ALUMINUM
ALLOY LOAD CARRYING MEMBERS.
COMPUTATIONS OF FORCES, MOMENTS, STRESSES AND
DEFLECTIONS SHALL BE IN ACCORDANCE WITH ACCEPTED METHODS
OF ELASTIC STRUCTURAL ANALYSIS AND ENGINEERING DESIGN.
ALL ELEMENTS SHALL BE ALUMINUM ALLOY 6061-T6 UNLESS NOTICE
OTHERWISE.
ALL WELDS TO COMPLY WITH A.W.S CODE (LATEST EDITION)
COVER WELDS WITH CORROSION RESISTANT COATING.
STRUCTURES ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING
CODES: ALUMINUM DESIGN MANUAL.
ALL FRAMES HAVE BEEN DESIGN USING RATIONAL ANALYSIS
ALL CONNECTION SHALL BE FULL WELDED (U.N.O.), WITH THE
STRUCTURAL ALUMINUM ALLOY FILLET WELD: 5356: UNLESS NOTICE
OTHERWISE.
ALL WELDING OF STRUCTURAL ALUMINUM MEMBER SHALL BE
PERFORMED BY CERTIFIED WELDERS.
ALL FASTENER SHALL BE SS SELF DRILLING FASTENERS BY
ITW-BUILDEX.
ALL ANCHOR TAPCON SHALL BE SS TAPCONS ANCHOR WITH
WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE
TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD.
ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE
PROTECTED WITH ALKALI -RESISTANT COATING, SUCH AS HEAVY
BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE
LACQUER.
ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE
SHALL BE PROTECTED AS FOLLOWS:
1. PAINTING THE DISSIMILAR METAL WITH A PRIME COAT OF
ZINC -CHROMATE PRIMER OR OTHER SUITABLE PRIMER, FOLLOWED BY
ONE OR TWO COATS OF ALUMINUM METAL -AND -MASONRY PAINT OR
OTHER SUITABLE PROTECTIVE COATING, EXCLUDING THOSE
CONTAINING LEAD PIGMENTATION.
2. PAINTING THE DISSIMILAR METAL WITH A COATING OF A
HEAVY -BODIED BITUMINOUS PAINT.
3. PLACING A GOOD QUALITY CAULKING MATERIAL BETWEEN THE
ALUMINUM AND THE DISSIMILAR METAL.
4. APPLYING A NONABSORPTIVE TAPE OR GASKET.
5. HOT -DIP GALVANIZING OR ZINC -PLATING STEEL MEMBERS AFTER
FABRICATION.
WATER PROOFING AND ROOF REPAIRS ARE NOT PART OF IENGINEER
PLLC SCOPE OF WORK.
SIDE VIEW
u W L_ I V 11-7 V I (-
PENETRATION
SS THRU BOLTS
PLATE 2-1/2" X
ISOMETRICVIE!W eo
NOTE
DESIGN LIMITED TO RETRACTABLE ANNNG
-ANY CORRECTIONS. INK MARKS. NNITEOUT
OR STICKKg1S WALL VOID THESE DRAWINGS
AND CALCULATIONS
COP"RIGHT Engn ,
TH:S DOCUMENT G -HE PROPERTY OF
IENGNEER AND SHALL NOT BE REPRODUCED IN
WHOLE OR PART NATHOUT NRITTEN CONSENT
OF THE CERTIFYING ENGINEER.
GENERIC ISOMETRIC
SCALE: N.T.S.
'REVISIONS
NO
DATE
02-22-2019
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Juan C. Moreno
FL Reg P.E. # 69818
DATE t2-o32ot8
SCALE AS SHOWN
DESIGNED J.M.
DRAWN J.M.
DRAWING NO.
SD-2
SHEET 2 OF 5
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