REV-19-2477Zip: ��� a a
7?6 2¢7W--W
Certificate of Competency #:
( Li li l4ki I Phone#:—_kf '6 551 I -:EIS%j
City:'ZM 11 C� ) State: Zip:
Square/Linear Footage of Work:
L� New ❑ Repair/Replace ❑ Demolition
BUILDING
PERMIT APPLICATION
❑ BUILDING ❑ ELECTRIC
Miami Shores Village
ENTERED
Building Department OCT 18 201
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 BY..
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
❑ ROOFING
FBC 201--7 �"
Master Permit No. DGF— 0 [ 1 1 r'(o4f1
Sub Permit No.
EVISION
❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
JOB ADDRESS: /J SCV' 7 yl 6C
❑ EXTENSION ❑RENEWAL
❑ CANCELLATION ❑ SHOP
DRAWINGS
3
Folio/Parcel#: I �� 009--. Coto Is the Building Historically Designated: Yes NO f/
Occupancy Type:_ Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): \ 461.1 Phone#:
Addr
City: Nkf Qvyll S n U 7 V-S State: rL_ Zip: 56j
Tenant/Lessee Name: Phone#:
Email
CONTRACTOR: Company Name: 1 IW_ eo-ko -D 6_�N' C7— Phone#:
Address: 3305 M,,u -7SAv-4,2
City: State:
QualifierName: �L
State Certification or Registration #: t
DESIGNER: Architect/Engineer: 11L(.
Address:
Value of Work for this Permit: $
Type of Work: ❑ Addition ❑ Alteration
Description of Work:, (1, hr�
Specify color of color thru tile: '
J i
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $ Q
TOTAL FEE NOW DUE $ I
(Revised02/24/2014)
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 th absence of such posted notice, the
inspection will not be approved and a reinsnection fee will be charaed.
Signat
The foregoing instruments acknowledged before me this
day of � 20 by
who is personally known to
me or who has produced 4= L DL- as
identification and who did take an oath.
NOTARY PUBLIC:
Sign
Print: Uf
Seal: CLA AGUDELO
MY COMMISSION # GG105888
4 EXPIRES May 17, 2021
********************************* *** ***
APPROVED BY
Signature 0/
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of 20, by
who i rsonally kno 0
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal: ;y. MY COMMIS)ON # GG105888
'?�' EXPIRES May 17,261
*****************************************************************
Plans Examiner cc ;Lf � Zoning
(Revised02/24/2014)
Structural Review Clerk
-•_•�..•d.r.�- - - - - -s- �..�{ �a« - - - - -ate - -- --.i�u.- - ;.Y��. .�•..�- -
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N.E. 95th STFEET
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0.05. Lo ..c NOT COVERED
g i --- PROPERTY ADDRESS: 9495 BISCAYNE BOULEVARD, MIAMI SHORES, FL. 33138
POOL COW VIM i ' � CERTIFIED TO: ERICK MARIN; HOMEOWNERS FINANCIAL GROUP USA; KASS SHULER, P.A.; WESTCOR
!' C.L.F. 1 `�, �.; ;1 LAND TITLE INSURANCE COMPANY.
5'1.PC,V ( I-- - ide
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/ I 82JO' I LEGAL DESCRIPTION: A PORTION OF GOVERNMENT LOT4, TOWNSHIP 53 SOUTH, RANGE 42 EAST, LYING
ear setback IN MIAMI-DADE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
'�So.Op• (R& x r F �� Oa COMMENCING T THE SOUTHEAST INTERSECTION OF BISCAYNE BOULEVARD AND 95T" STREET AND
_ M) C G A SOU ,
RUNNING THENCE EAST ALONG THE SOUTH SIDE OF 95T" STREET 62 FEET; THENCE SOUTH AT RIGHT
ABBREVIATIONS: $ ANGLES TO 95T" STREET, 140 FEET, THENCE IN A NORTHWESTERLY DIRECTION IN A STRAIGHT LINE TO A
SVW--S:Dcw,LKCBS=CONCRET'ESLOCKSTRUCTURE, CLF-CHAwUNKFENCE,PL•PROPERTYUNEDUE-DR,aINAGEunLrn•EASEMEKt',P-IRONPIPF- ?DINT ON THE EAST SIDE OF BISCAYNE BOULEVARD 140 FEET FROM THE POINT OF BEGINNING; THENCE
F=FOUND•AIC=IIRCONDITIONER PAD. P/C=PROPCRTYCORNER.DIH-ORILLEDHOLE. WF-AOODENFENCE•RES.RESIDENCE,CL-ClJ4P.RB-R_eAR NORTHERLY ALONG THE EAST SIDE OF BISCAYNE BOULEVARD TO THE POINT OF BEGINNING.
UE-UM17Y EASEMENT. CONC=CONCRETE SLAB. RMI<RGHT OF W4Y• DE=DRAINAGE EASEMENT. ClL=CENT,R LINE, O-OtAMTER. TYP-TYPICAL
M=MEASURED. R=RECORDED. ENCR•ENCROACHMENT• COMP -COMPUTER. ASH*A'SPHALT, N/D=NAIL 8 DISC, S=SET, FEE -FINISH FLOOR ELEVATION. -
OIS-0FFSET, P/P=PO'✓tAER POLE.OHP:OVERHEAD POW:RUNE• VW -MITER METER
IAOODFENCE: ELEVATION BASED ON LOC. # _ MASONRY VWLL- ,
• CONCRETE. .•: I•.•: I••.° •• •� :.••I :.•.,•:.•.,•. _. , .. .
NOT VALID UNLESS EMBOSSED1fVITH MAINTENANCEd,DRAINAGEEASaMENT-MaD.E. TYPE OF SURVEY: BOUNDARY SURVEY SINCE 1987
I HEREBY CERTIFY That the survey .represented
- SURVEYORS SEAL SURVEYOR'S NOTES_ 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE the -Tenn meets the minimum technical requirements BLANCO SURVEYORS INC.
AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 3) THE SURVEY DEPICTED HERE IS NOT adopted by the STATE OF FLORIDA Board of Land
-- = COVERED ,BY PROFESSIONAL LIABILITY INSURANCE.. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT.. 5). Surveyors pursuant to Section 472.027 Florida Engineers • Land Surveyors • Planners • LB # 0007059
UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC Statutes.
I 555 NORTH SHORE DRIVE
i VERTICAL'DATUM OF 1929_ 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL There are no encroachments, overlaps, easements
I RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) appearing on the plat or visible easements other than MIAMI BEACH, FL 33141
CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING asstwwnhereon. (305) 865-1200 Emall:bloncosurveyorsinc@yahoo-com Fax: (305) 865-7810
INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED
REVISED: INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. z�
A�,_ni, LOOD ZONE: X SUFFIX:LDaTs~ g/11/09 BASE'�/A
Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited A.EZ NAVEL 0306 COMMUNITY 120652
T without written consent of the signing party or parties. REGISTERED LAND SURVEYOR DATE: SCALE: DWN. BY JOB No
BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE.OI;-SAID PB- •PAGE STATE OF FLORIDA #5924 12 / 18/ 1 1' = Ij I F. bunco 1 7 -1009
NE 95TH ST
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GENERAL NOTES
1. ALL WORK MALL CONFORM TO FLORIDA BUILDING CODE 2017 6TH
EDITION.
2 IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH
APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY
DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL
BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER
3. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY
OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH
ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER -GROUND
FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL
TIMES. IN THE EVENT CONTRACTOR TO REPAIR OR REPLACE ALL
DAMAGES.
4. THIS WORK REQUIRES BUILDING PERMIT. DO NOT BEGUN WORKING
UNTIL A BUILDING PERMIT IS OBTAINED.
5. CONTRACTOR IS TO FURNISH ALL LABOR MATERIALS. SERVICES AND
EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS
AND SPECIFIED HEREIN.
I.
DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.
7. ENGINEERS VISITS TO THE SITE, AS PER G.0 OR OWNERS REQUEST
DURING CONSTRUCTION SHALL SCHEDULED WITHIN 24 HOURS PRIOR TO
INSPECTION.
8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS. SECURE AND
PAY FOR ALL BARRICADES, ENCLOSURES. AND FENCING AS NEEDED FOR AND
DURING THE PROGRESS TO PROJECT ADJACENT PROPERTIES.
9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL
SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS
CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED,
11. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND
MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL
BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND
SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING
WORK.
12 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING
CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS,
SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER
DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE
REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES
AND /OR INSTRUCTIONS.
I& CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED
EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS &
GARBAGE FROM THE SITE AFTER COMPLETION OF WORK
14. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY
THE CLIENT, PE WILL NOT BE RESPONSIBLE FOR ERRORS OR
MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT
CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED
IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF
DRAWINGS WILL RESULT IN ADDITIONAL COST.
15. DO NOT SUBSTITUTE MATERIALS. EQUIPMENTS OR METHODS OF
CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
APPROVED IN WRITING BY OWNER
16. PE HAS GENERATED THESE SHOP DRAWINGS BASED ON A PROVIDED
DESIGN THAT HAS BEEN DEVELOPED BY A LICENSED ARCHITECT OR A
COMPETENT LICENSED DESIGN PROFESSIONAL WHO CONFIRMED COMPLIANCE
WITH ALL APPLICABLE NATIONAL AND FLORIDA BUILDING CODES.
17. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI AT 28 DAYS.
18. PE HAS EXCLUSIVELY DESIGNED THE STRUCTURE AND/OR BUILDING
COMPONENTS IN COMPLIANCE WITH THE APPLICABLE EDITION OF THE
FLORIDA BUILDING CODE AND DESIGN STANDARDS FOR STRUCTURAL
REQUIREMENTS ONLY. THE EXISTING STRUCTURE MUST SUPPORT THE LOADS
IMPOSED BY THE SYSTEM OR SYSTEMS ENGINEER ON RECORD OF THE
BUILDING OR CERTIFIED PROFESSIONAL ENGINEER SHALL VERIFY THE
STRUCTURE FOR SUCH LOADINGS.
19. ELEMENTS WILL BE AS DESIGNED BY PE AND AS APPROVED BY
ARCHITECT AND/OR OWNERS, TO CONFORM GENERALLY WITH THE
ARCHITECTURAL DRAWING AND SPECIFICATIONS.
FLORIDA BUILDINGS CODE, 2017 EDITION LOADS:
TRELLIS
DEAD LOAD: 10PSF
o,
ROOF LIVE LOAD: 30 PSF : co �
WIND LOAD AS PER ASCE 7-10 KD=0.85 CAT It O : 1 N
SSW co '
CATEGORY 2 -----------175 mph
20. THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IAPOSED'�8
SYSTEM OR SYSTEMS. ENGINEER ON RECORD OF THE B ILDINO�/'
VSUCH LOADINGS.
21. THE QUANTITIES ANY THE STRUCTURE D
IMENSIONS SHOWN ON THE DRAWING ARE
022. TALL HE ADIMENSIONS TO BESDRAWINGS.TECTURAL SITE VERIFIED.
23. ANCHORING CEMENT WITH A COMPRESSION STRENGTH OF 10.000 PSI AT
THE END OF 7.
1. ALUMINUM SHALL MEET THE FOLLOWING UNLESS NOTED OTHERWISE ON
THE DRAWINGS:
TYPE FB
FB(WELDED) Fv Fv
(WELDED)
6061-T6 (TUBES &SHAPES) 19.0 KSI
9.0KSI 120 KSI 5.0
KSI
6061 (ROUND &OVAL) 24.0 KSI
10.5 KSI 12.0 KSI 5.0
KSI
2 WELDING: ALUMINUM ALLOY 535. CLEANING: SSPC-SP2 'HAND TOOL
CLEANING'
3. PAINT ALUMINUM AND STEEL HOT GALVANIZED SURFACES IN CONTACT
WITH CONCRETE WITH ALKALFRESISTANR COATINGS, SUCH AS HEAVY -BODIED
BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER
4. ALL CONNECTIONS TO BE WELDED USE Ye' MIN. WELD SIZE TYPICAL
URO
5. ISOLATE DISSIMILAR MATERIALS AS PER FBC 2017. SECTION 2003.8
STAINLESS STEEL
1. STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICAIOR
ALL ROLLED SHAPES STIFFENER PLATES, CHANNELS ANGLES. PLATES
AND BARS, ASTM A176-85a ASTM A240-86. ASTM A276-85a, ASTM A666-84.
TUBE AND ROUND BAR (1/2HARD)
STAINLESS STEEL 304 OR 316_Fy=110 ks. (YIELD STRENGTH)
OTHERS (} HARD)
STAINLESS STEEL 304 OR 316 -Fy=110 ke. (YIELD STRENGTH)
2 WELDING, -
ALL WELDING IS TO BE PERFORMED BY CERTIFIED WELDERS. ELECTRODES
TO BE AWS W309 OR E318
WELD E309 OR E318 80kei (TENSILE STRENGTHS)
ALL FIELD WELDING SHALL BE INSPECTED BY AN INDEPENDENT TESTING
LABORATORY RETAINED BY THE OWNER ALL WELDING SHALL CONFORM TO
THE REQUIREMENTS OF THE STANDARD CODE FOR WELDING BUILDING
CONSTRUCTION IN ACCORDANCE TO THE AMERICAN WELDING SOCIETY.
3. ALL CONNECTIONS TO BE WELDED USE 3/16' MIN. WELD SIZE, TYPICAL
UN.O
SITE INFORMATION:
MIAMI SHORES
ZONING
CATEGORY
SOIL STATEMENT:
THE ENGINEER HAS VISITED & OBSERVED THE SITE AND
FOUND THE FOUNDATION CONDITIONS ARE SAND AND LOOSE
MATERIALS:
CONCRETE
3000 psi IN COMPRESSIVE STRENGHT AT 30 DAYS
CODE INFORMATION:
THE STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE WITH
SCOPE OF WORK:
OPEN TRELLIS
PMDU
ROCK WICH ARE SIMILAR TO DESIGN BASIS. FURTHERMORE,
FASTENER AND CONNECTORS ALL CONNECTORS
THE 2017 FLORIDA BUILDING CODE
UPON BREAKING OF GROUND, A LETTER SHALL BE
SUBMITTED TO THE BUILDING OFFICIAL VERIFYING AND
TO BE GALVANIZED STEEL
6TH EDITION.. NDS 2015. ACI
318-11. ASCE 7-10. ASD
LEGAL DESCRIPCION:
ATTESTING THAT THE SITE CONDIIONS ARE SIMILAR TO
A PORTION OF GOVERNMENT LOT 4, TOWNSHIP 53 SOUTH, RANGE 42 EAST. AS
THOSE WHICH THE DESIGN WAS BASED ON ASSUMED BRG
CAP. IS 2000 P.S.F.
RECORDED IN PLAT BOOK 5, PAGE 90, OF THE PUBLIC RECORDS OF
MIAMI-DADE COUNTY FL.
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NOTE OWNER HAS BEEN INFORMED THAT STRUCTURE z
SHOULD NOT TO BE ROOFED
LOADS: (ASCE 7-10. FBC-2017) A 1
LL = 20 PSF Fie No.
DL = 10 PSF (SOLID WOOD) ERICK MAR NDWG
NOTE: STRUCTURE DESIGN FOR UN OBSTRUCTED FLOW, NO COVER
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RAFTER
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(2) ALUMINUM RAFTER TUBE
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(2) ALUMINUM COLUMN TUBE
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6061-T6 (TYP)
1
(2) ALUMINUM BEAM TUBE
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6061-T6 (TYP)
ALUMINUM RAFTER TUBE
FRAME 2"x8"xl/8"
ALLOY 6061-T6 (TYP)
1 15'-9"
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20'-10"
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Sheet 3 of 4
BEAM SPLICE DETAIL D1
'2"xl" SS TO NUT INTO
CHANNEL
x3/4" STEEL PLATE
SIMPSON WEDGE 3/4" x 6-1/4"
CONCRETE FOOTING
:ACH DIRECTION AT BOTTON
SECTION A -A
SCALE: 3/4"=1'-0"
ER
AS
1 8"
Y4
WEDGE ANCHOR 3/4"x6-1/4"
ALUMINUM CHANNEL
1/4" 2-3/4"0-3/4"Wx12"L
12"xl2"x3/4" ALUMINUM PLATE
ILUMINUM CHANNEL
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2" x 12" x 3/4" STEEL PLATE
WEDGE ANCHOR 3/4"W'-1/4"
FOOTING DETAIL D-2
SCALE: 1 "=l'-0"
1/2" xl" SS SCREW BUTTON HEAD
3"W'xl/8" ALUMINUM COLUMNS
JMINUM CHANNEL
2-9116. x 7-tY6•Wx12"L
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12 x 12 x 3/4 �FTE.
ALUMINUM PLATE APPFGVED -
3D VIEW FOOTING DETAIL
SCALE: 1 "=1'-0"
d
0
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Sheet 4 of 4