DGT-19-1641Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Permit NO.: DGT-07-19-1641
Permit Type: Decks/Gazebos/Treiiises
i=) if Ifih Work Classification: Pergola
Permit Status: Approved
Issue Date: 07/31/2019 I Expiration: 01/27/2020
Parcel Number
9495 BISCAYNE BLVD, Miami Shores, FL 33138 1132050070010
Contacts
ERICK MARIN Owner
9495 BISCAYNE BLVD, MIAMI SHORES, FL 33138
Other: 7865667718
THE PATIO DISTRICT Contractor
FREDDY OCHOA
3305 NW 79 AVE, DORAL, FL 33122
Business: 7865182307
Description: ALUMINUM WOOD PERGOLA 16X24 Valuation: $ 13,440.00 Inspection Requests:
305-762-4949
TotalSq Feet: 456.00
Fees
Amount
Application Fee -Other
$50.00
CCF
$8.40
DBPR Fee
$11.30
DCA Fee
$7.53
Education Surcharge
$2.80
Gazebos, Trellises and Pergolas Fee
$300.00
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($45)
$45.00
Technology Fee
$18.83
Total
$487.86
Payments
Date Paid Amt Paid
Total Fees
$487.86
Credit Card
07/17/2019 $50.00
Credit Card
07/31/2019 $437.86
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami -Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information i accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I autho the abov named contractor to do the work stated.
Authorized Signature: Owner / Applicant /
/ Agent
Date
July 31, 2019 Page 2 of 2
Miami Shores Village RECEIVED
Building Department JUL 17 2019
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY•
Tel: (305) 795-2204 Fax: (305) 756-8972
lj-A�A
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20
BUILDING Master Permit No. -DG (" �-4_ (9_j o`f j
PER T APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
y�1 ( a CONTRACTOR DRAWINGS
JOB ADDRESS: 9 E>js cL TJw4
City: Miami ShoresCounty:County: Miami Dade Zip:
Folio/Parcel#: (� 3w I2C5— -1210 Is the Building Historically Designated: Yes NO V�
Occupancy Type: Load: Construction Type: Flood Zone: BFE:/O FFE: - -
OWNER: Name (Fee Simple Titleholder): �� ��Lk' tj a n r I Phone#: 6 -566 • / /J(?
Address: _9-49g7- -b1SC'AgP1-V_ -bLe
City: �1�D11'Il �' 10�`6J State: -FlOrl Zip: %
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: l k6 :yi b) 2)IT�ntC7- Phone#: fb �2'1
Address: 3?>C5 NkJ 7,22461,a_
City: AOIV-P State: 1 I Zip: 3
�!
Qualifier Name: CELU Q I Y-k7Q -A _ Phone#: r;7, 6 2,y%679d
State Certification or Registration r525 Q,,, !! .. __Certificate of Competency #:
DESIGNER: Architect/Engineer: A�re-i� �/�(,{ lX J ( Phone#: 597 as43
Address: I "T
City: State: Zip:
Value of Work for this Permit: $ 13.44 o Square/Linear Footage of Work: S6
Type of Work: ❑ Addition ❑ Alteration E2k<ew _ ❑ Repair/Replace ❑ Demolition
Description of Work:
Specify color of color thru tile:
Submittal Fee $ C70 ' 03 Permit Fee $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
101
CCF
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ T�
(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
Zi
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 co mencem nt must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issuedl In the sence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
r
Signature Sign
or AGENT
The foregoing instrument was acknowledged before me this
7 day of A 20 / by
who is personally known to
me or who has produced L as
identification and who did take an oath.
NOTARY PUBLIC:
Sign
�/x
The foregoing instrumeht was acknowledged before me this
day of 20 M by
f0 who its personally known to
me or who dsproduced J PI— as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
CLAIWAGUDEl.O Seal: G�LAi�A AGUDELO
:A'
MY COMMISSION # GGIO5888 Seal: ' '; MY COMMISSION # GG105888
�+* EXPIRES May 17, 2021 EXPIRES May 17,261
***************************** ****************************************************************************
APPROVED BY Plans Examiner —�i L ` Zoning
7 1 Structural Review Clerk
(Revised02/24/2014)
Property Information
Folio:
Property Address:
11-3205-007-0010
9495 BISCAYNE BLVD
Miami Shores, FL 33138-2970
Owner
ERICK MARIN
Mailing Address
1450 BRICKELL AVE 31 ST FLOOR
MIAMI, FL 33131 USA
PA Primary Zone
0900 SGL FAMILY - 1901-2100 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
4/4/0
Floors
2
Living Units
1
Actual Area
4,647 Sq.Ft
Living Area
3,469 Sq.Ft
Adjusted Area
3,848 Sq.Ft
Lot Size
14,140 Sq.Ft
Year Built
2006
Assessment Information
Year
2019
2018
2017
Land Value
$267,329
$254,714
$254,714
Building Value
$423,280
$428,090
$865,800
XF Value
$47,313
$47,848
$48,384
Market Value
$737,922
$730,652
$1,168,898
Assessed Value
$697,277
$684,276
$1,168,898
Benefits Information
Benefit
Type
2019
2018
2017
Save Our Homes Cap
Assessment Reduction
$40,645
Portability
Assessment Reduction
$46,376
Homestead
Exemption
$25,000
$25,000
Second Homestead
Exemption
1 $25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Generated On : 7/2/2019
Taxable Value Information
2019� 20183 2017
County
Exemption Value
$50,000
$50,000
$0
Taxable Value
$647,277
$634,276
$1,168,898
School Board
Exemption Value
1 $25,000
$25,000
$0
Taxable Value
1 $672,277
$659,276
$1,168,898
City
Exemption Value
$50,000
$50,000
$0
Taxable Value
$647,277
$634,276
$1,168,898
Regional
Exemption Value
$50,000
$50,000
$0
Taxable Value
$647,277
$634,276
$1,168,898
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
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NEW FREESTANDING ALUMINUM -WOOD PERGOLA
NOT COVERED
ABBREVIATIONS: '
SVW=SIDE VAMCBS-CONCRETE BLOCK STRUCTURE, CLF-CHAIN LINK FENCE, PL=PROPERTY LINE. DUE -DRAINAGE UTILITY EASEM&MIP=IRON PIPE. -
F=FOUND, NC=AIR CONDITIONER PAD. PIC=FROPERTY CORNER. D/H=DRILLED HOLE, VJF=V�OODEN FENCE, RES-RESIDENCE, CL-CLEAR. RB-REBAR
UE=UTILITY EASEMENT. CONC=CONCRETE SLAB. RA%k-RIGHT OF VWY• DE=DRAINAGE EASEMENT. CIL=CENTER LINE. O-DIAMTER. TYP-TYPK:AL,
i M=MEASURED. R=RECORDED. ENCR=ENCROACHMENT. COMP -COMPUTER. ASH -ASPHALT. NID=NAIL 6 DISC. S=SET, FEE -FINISH FLOOR ELEVATION.
DIS=DFFSET, PIP=PD1AER POLE, OHP=OVERHEAD P OIAER LINE. WM=VATER METER
'*O,QDFENCE= ELEVATION BASED ON LOC. # MASONRYVM L=
N07 VALID UNLESS EMBOSSED WITH MCONCRETE= .i••' .I•• •' "' "� '' ` `''' CBM#
AINTEKMCEaDRAINAGE EASEMENT=MaO= ELV TYPE OF SURVEY. BOUNDARY SURVEY
- SU RVEYOR''S SEAL; SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE
AM AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 3) THE SURVEY DEPICTED HERE IS NOT
W - COVERED �BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT.. 5).
UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC
VERTICAL• Irk DATUMOF 1929- 7) OWNERSHIP. OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL
j RESTRICTIONS NOT_ SHOWN ON THIS SU RVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9)
CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING
• INFORMATION. 10) EXAMINATION OF THE ABSTRACT OFTITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED
REVISED: INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY.
Additions or deletions to survey maps or reports by other than the signing party of parties is prohibited
- -_ without written consent of the signing party or parties.
BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUEOF SRIG PB PAGE
PROPERTY ADDRESS: 9495 BISCAYNE BOULEVARD, MIAMI SHORES, FL. 33138
CERTIFIED TO: ERICK MARIN; HOMEOWNERS FINANCIAL GROUP USA; KASS SHULER, P.A.; WESTCOR
LAND TITLE INSURANCE COMPANY.
LEGAL DESCRIPTION: A PORTION OF GOVERNMENT LOT 4, TOWNSHIP 53 SOUTH, RANGE 42 EAST, LYING
IN MIAMI-DADE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST INTERSECTION OF BISCAYNE BOULEVARD AND 95TH STREET, AND
RUNNING THENCE EAST ALONG THE SOUTH SIDE OF 95TH STREET 62 FEET; THENCE SOUTH AT RIGHT
ANGLES TO 95TH STREET, 140 FEET, THENCE IN A NORTHWESTERLY DIRECTION IN A STRAIGHT LINE TO A
POINT ON THE EAST SIDE OF BISCAYNE BOULEVARD 140 FEET FROM THE POINT OF BEGINNING; THENCE
NORTHERLY ALONG THE EAST SIDE OF BISCAYNE BOULEVARD TO THE POINT OF BEGINNING.
I HEREBY CERTIFY That the survey represented
thereon meets the minimum technical requirements
adopted by the STATE OF FLORIDA Board of Land
Surveyors pursuant to Section 472.027 Florida
Statutes.
There are no encroachments, overlaps, easements
appearing on the plat or visible easements otherthan
as shown hereon.
ADIS N. NUNEZ
REGISTERED LAND SURVEYOR
STATE OF FLORIDA #5924
SINCE 1987
BLANGO SURVEYORS INC.
Engineers • Land Surveyors • Planners • LB # 0007059
555 NORTH SHORE DRIVE
MIAMI BEACH, FL 33141
(305) 865-1200 Email: blancosurveyorsinc@yohoo•com Fax: (305) 865-7810
X our A L DATE: 9/11/09 BASE- N/A
COMMUNITY # 120652
18/17 F.elauo 17-1009
3L 2
h 'i r.
�i� NE 95TH ST
,O~
9 4 T
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( I T
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KEY
\IoJ/
PLAN
GENERAL NOTES o a
U U �
1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2017 6TH ROOF LIVE LOAD: 30 PSF y/ • / • X
ZT EDITION II w
WIND LOAD AS PER ASCE 7-10 KD=0.85 CAT �{ • • • • �/ • •
2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH ` • • ` • m• = U <
APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION, ANY CATEGORY 2-----------175 mph p •O cop
DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL •
BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER 20. THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY THE • • • :w
3. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY SYSTEM OR SYSTEMS. ENGINEER ON RECORD OF THE BUILDING SHALL
OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH VERIFY THE STRUCTURE FOR SUCH LOADINGS. _
ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER -GROUND 21. THE QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWING ARE BASED
FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ON THE ARCHITECTURAL DRAWINGS. ° • • • •
ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL 2Z ALL DIMENSIONS TO BE SITE VERIFIED. i
TIMES. IN THE EVENT CONTRACTOR TO REPAIR OR REPLACE ALL 23. ANCHORING CEMENT WITH A COMPRESSION STRENGTH OF 10.000 PSI AT, •
DAMAGES. THE END OF 7. • •,• • • •
4. THIS WORK REQUIRES BUILDING PERMIT, DO NOT BEGUN WORKING �t� - - •
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 HIED HEREI ALUMINUM • • •
SPECI N.
6. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.
7. ENGINEERS VISITS TO THE SITE, AS PER G.0 OR OWNERS REGUEST
1. ALUMINUM SHALL MEET THE FOLLOWING UNLESS NOTED OTHERWISE ON
DURING CONSTRUCTION SHALL SCHEDULED WITHIN 24 HOURS PRIOR TO
THE DRAWINGS:
INSPECTION.
8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND
TYPE FB FB(WELDED) Fv Fv
PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND
(WELDED)
DURING THE PROGRESS TO PROJECT ADJACENT PROPERTIES.
6061-T6 (TUBES &SHAPES) 19.0 KSI 9.OKS1 12.0 KSI 5.0
9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL
KSI
SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER
6061 (ROUND &OVAL) 24.0 KSI 10.5 KSI IZO KSI 5.0
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS
KSI
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
Z WELDING: ALUMINUM ALLOY 535. CLEANING: SSPC-SP2 'HAND TOOL
BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND
CLEANING'
SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING
3. PAINT ALUMINUM AND STEEL HOT GALVANIZED SURFACES IN CONTACT
WORK
WITH CONCRETE WITH ALKALI-RESISTANR COATINGS, SUCH AS HEAVY -BODIED
12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING
BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER
CONDITIONS AT THE JOB SITE, ANY DISCREPANCIES BETWEEN PLANS,
4. ALL CONNECTIONS TO BE WELDED USE Ye' MIN. WELD SIZE TYPICAL
SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS
URO
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER
5. ISOLATE DISSIMILAR MATERIALS AS PER FBC 2017, SECTION 2003.8
DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE
REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS. CHANGES
AND /OR INSTRUCTIONS.
STAINLESS STEEL
11 CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED
EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS B
1. STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATION:
GARBAGE FROM THE SITE AFTER COMPLETION OF WORK
ALL ROLLED SHAPES STIFFENER PLATES. CHANNELS ANGLES, PLATES
14. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY
AND BARS. ASTM A176-85q ASTM A240-86, ASTM A276-85a, ASTM A666-84.
THE CLIENT, PE WILL NOT BE RESPONSIBLE FOR ERRORS OR
TUBE AND ROUND BAR: (1/2HARD)
MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT
STAINLESS STEEL 304 OR 316_Fy=110 ksL (YIELD STRENGTH)
CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED
IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF
OTHERS ( HARD)
DRAWINGS WILL RESULT IN ADDITIONAL COST.
STAINLESS STEEL 304 OR 316 -Fy'110 kaL (YIELD STRENGTH)
15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF
CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN
Z WELDING:
APPROVED IN WRITING BY OWNER
ALL WELDING IS TO BE PERFORMED BY CERTIFIED WELDERS, ELECTRODES
16. PE HAS GENERATED THESE SHOP DRAWINGS BASED ON A PROVIDED
TO BE AWS W309 OR E318
DESIGN THAT HAS BEEN DEVELOPED BY A LICENSED ARCHITECT OR A
WELD E309 OR E318 BOkei (TENSILE STRENGTHS)
COMPETENT LICENSED DESIGN PROFESSIONAL WHO CONF04olED COMPLIANCE
ALL FIELD WELDING SHALL BE INSPECTED BY AN INDEPENDENT TESTING
WITH ALL APPLICABLE NATIONAL AND FLORIDA BUILDING CODES
LABORATORY RETAINED BY THE OWNER ALL WELDING SHALL CONFORM TO
17. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
THE REQUIREMENTS OF THE STANDARD CODE FOR WELDING BUILDING
3000 PSI AT 28 DAYS.
CONSTRUCTION IN ACCORDANCE TO THE AMERICAN WELDING SOCIETY.
18. PE HAS EXCLUSIVELY DESIGNED THE STRUCTURE AND/OR BUILDING
COMPONENTS IN COMPLIANCE WITH THE APPLICABLE EDITION OF THE
3. ALL CONNECTIONS TO BE WELDED USE 3/16- MINI WELD SIZE, TYPICAL
FLORIDA BUILDING CODE AND DESIGN STANDARDS FOR STRUCTURAL
URO
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.
S TR U C, I U
19. ELEMENTS WILL BE AS DESIGNED BY PE AND AS APPROVED BY
1-
i If _ L J
ARCHITECT AND/OR OWNERS, TO CONFORM GENERALLY WITH THE
ARCHITECTURAL DRAWING AND SPECIFICATIONS.
APPROV
FLORIDA BUILDINGS CODE, 2017 EDITION LOADS
Eo
TRELLIS
DATEZ,47 /��
DEAD LOAD: 10PSF
!""
SITE INFORMATION:
MIAMI SHORES
ZONING
CATEGORY
SOIL STATEMENT:
THE ENGINEER HAS VISITED & OBSERVED THE SITE AND
MATERIALS:
ALL WOOD MEMBERS TO 8E
SELECT STRUCTURAL SPRUCE PINE PT
CODE INFORMATION:
THE STRUCTURE HAS BEEN
DESIGNED ACCORDANCE WITH
SCOPE OF WORK:
PMDU
FOUND THE FOUNDATION CONDITIONS ARE SAND AND LOOSE
F
DA BUILDING CODE
THE 2017 FLORIDA
OPEN TRELLIS
ROCK, WICH ARE SIMILAR TO DESIGN BASIS. FURTHERMORE.
Fc =565 565
6TH EDITION. NDS 2015, ACI
UPON BREAKING OF GROUND, A LETTER SHALL BE
SUBMITTED TO THE BUILDING OFFICIAL VERIFYING AND
psi
Ft =550 psi
.
318-11. ASCE 7-10. ASD
DESCRIPCION:
LEGAL
ATTESTING THAT THE SITE CONDITIONS ARE SIMILAR TO
CONCRETE
THOSE WHICH THE DESIGN WAS BASED OR ASSUMED BRG.
3000 psi IN COMPRESSIVE STRENGHT AT 30 DAYS
A PORTION OF GOVERNMENT LOT 4, TOWNSHIP 53 SOUTH RANGE 42 EAST. AS
CAP. IS 2000 P.S.F.
FASTENER AND CONNECTORS: ALL CONNECTORS
RECORDED IN PLAT BOOK 5, PAGE 90, OF THE PUBLIC RECORDS OF
R
TO BE GALVANIZED STEEL
MIAMI-DADE COUNTY FL
WIND LOAD PARAMETERS:
3 SEC. GUST SPEED = 175 MPH
EXPOSURE C
GCpi ' 0.0
NOTE: OWNER HAS BEEN INFORMED THAT STRUCTURE
SHOULD NOT TO BE ROOFED
LOADS: (ASCE 7-10° FBC-2017)
LL = 20 PSF
DL = 10 PSF (SOLID WOOD)
NOTE: STRUCTURE DESIGN FOR UN OBSTRUCTED FLOW, NO COVER
SHALL BE APPLIED
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Sheet 3 of 4
3EE BEAM SPLICE DETAIL D 1
2) 3"x8"xl/8" ALUMINUM RAFTER
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Sheet 4 of 4