WS-15-2537 Permit NO. WS-10-15-2537
Miami Shores Village Permit Type:WindoWsl*Shutters
10050 N.E.2nd Avenue NW itork
Classification:Window/Door Replacetn
Miami Sh P'e
Pro ores,FL 33138-0000 Pe r Permit Status APPROVED
Phone: (305)795-2204
cnRivA 04/03/2016
issue Date: 106/2015 Expiration:
Project Address Parcel Number Applicant
64 NW 99 Street 1131010330060
Miami Shores, FL Block: Lot: THOMAS TELESCO JR.
Owner Information Address Phone Cell
THOMAS TELESCO JR. 64 NW 99 Street (305)216-6161
MIAMI SHORES FL 33150-
64 NW 99 Street
MIAMI SHORES FL 33150-
Contractor(s) Phone Cell Phone
Valuation: $ 12,000.00
FLORIDA ENGINEERED GLASS CORF (305)638-1566
Total Sq Feet: 377
Type of Work:REMOVE EXISTING AND INSTALL NEW 19 Available Inspections:
No of Openings:21 Inspection Type:
Additional Info:
Window Door Attachment
Classification:Residential Final
Scanning:4 Review Building
Review Building
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $7.20
DBPR Fee Invoice# WS-10-15-57330
$4.65 10/06/2015 Credit Card $350.50 $0.00
DCA Fee $4.65
Education Surcharge $2.40
Permit Fee $310.00
r.i..
Scanningigee $12.00
Technol-69 Fee $9.60
Total: ' $350.50
ON
r'71 JOB AT T"',�
Applicant Copy
For:inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/.
{;t} Requests must be received by 3 pm for following dtiy inspections.
NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
addition.0 restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
the publiirecords of this county. DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-247236 Permit Number: WS-10-15-2537
Scheduled Inspection Date: November 05,2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment
Owner: TELESCO JR.,THOMAS Work Classification: Window/Door Replacement
Job Address:64 NW 99 Street
Miami Shores, FL Phone Number (305)216-6161
Parcel Number 1131010330060
Project: <NONE>
Contractor: FLORIDA ENGINEERED GLASS CORP Phone: (305)638-1566
Building Department Comments
REMOVE EXISTING AND INSTALL NEW 19 IMPACT Infractio Passed Comments
WINDOWS AND2 DOORS INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-245024. Supply correct NOA
Supply letter from Arch/ Eng for structural attachment with 2 X
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
..____.__.___,.. ....._
For lnsoectionsoleasecall: 13051762-4949
C
GENERAL NOTES. STCTURAL STEEL: o
W
€ TO THE BEST OF OUR KNOWLEDGE AND BELIEF,DESIGN BASED AND COMPLIES L FABRICATE AND ERECT STRUCTURAL STEEL IN CONFOWANCE WITH RISC
f WITH THE PROVISIONS OFF THE FLORIDA BUILDING CODE 2014 EDITION. 360-05 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS",WITH
COMMENTARY, "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325
I CONTRACTOR SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2014 EDITION, OR A4W BOLTS,AND AWS "STRUCTURAL WELDIWx CODE AWS DU-2010,
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THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND 2. OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION C6
DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO AND INSTALLATION OF WORK PRIOR TO DETAILING. PRECISE o
PROPERLY COMPLETE THE PROJECT STRUCTURE, MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR,
2, NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS 3, STRUCTURAL STEEL SHAPES SHALL BE FABRICATED FROM THE FOLLOWING o
MATERIALS: N
3, STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, " ID
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AIR CONDITIONING,MECHANICAL AND ELECTRICAL DRAWINGS, A,ROLLED W, WT,M,S,C,MC,AND BUILT UP SECTIONS: o o 6
4, ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ASTM A512,GRADE 50, fy=50 ks(,
ARCHITECT-ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION, B:ANGLES,PLATES,AND BARS: ASTM A36,fu=36 kal,
• 5 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION C.COLD-FORMED HOLLOW STRUCTURAL SECTIONS CHSSk
PROCEDURES INCLUDWS LAGGING,SHORING,AND PROTECTION, IN RDUND.SQUARE, t RECTANGULAR SECTIONS:
ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT AND REGULATIONS, ASTM A500,GRADE B,f9=46 kst. 0
6, JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL E_STEEL PIPE: ASTM A53,TYPE E or S,GRADE B,f9r35 ksL e`}i
INSPECTION,UNLESS SPECIFICALLY CONTRACTED FOR "SPECIAL" ` ' W u.
INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT SHALL 4, ALL SHOP AND FIELD WELDING PROCESSES,MINIMUM PRE-HEAT,AND UF-
INTERPASS TEMPERATURES SHALL CONFORM TO THE AWS DU STRUCTURAL �
BE UNDER A SEPARATE CONTRACT, f Z
WELDING CODE BY THE AMERICAN WELDING SOCIETY.USE EIOXX SERIESLw 0
WELDING ELECTRODES,UA.N.WHERE NECESSARY,REMOVE GALVANIZING
OR PRIMER PRIOR TO WELDING. _ _ U} E
5. ANY STRUCTURAL STEEL DAMAGED IN WELDING TO BE REPLACED OR
CONC�Es ACCEPTABLY REINFORCED. Q
U �
L ALL REINFORCED CONCRETE DESIGN SHALL BE IN ACCORDANCE WITH 6, FIELD CUTTING OF STRUCTURAL STEEL IS NOT PERMITTED EXCEPT WHERE fn :
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE CACI 318-11), ACCEPTED BY THE ENGINEER. CUTTING OR ENLARGEMENT OF BOLT HOLES W v
WITH TORCHES 15 STRICTLY PROHIBITED. W a
2 _ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL
AND NATIONAL BUILDING CODES. -1, DO NOT SPLICE STRUCTURAL STEEL MEMBERS EXCEPT ftPERE INDICATED c_
ON THE DRAWINGS_
3, CONCRETE STRENGTH AT 25 DAYS SHALL BE 4000 PSI. �—
S REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIrICATIONS FOR
PAINTING AND FIREPROOFING REQUIREMENTS OF STRUCTURAL STEEL.DOE�
REINFORCING STEEL- NOT PAINT STEEL SURFACES IN CONTACT WITH CONCRETE OR
FIREPROOFING:
L ALL REW-ORCINGx STEEL SHALL BE DEFORMED BARS,FREE FROM LOOSE � � •.
RUST AND SCALE CONFORMING TO ASTM A&VA615M-01,FY=60KSI,U.OA = Z) �. o �: A
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2. ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE DURING - 0
CONCRETE PLACEMENT_ V C-6pj
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