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RC-15-1262 (2)Department of Regulatory and Economic Resources
Miami -Dade County
Plan Review Summary
Process Number: M2015013331
FINAL CORE REVIEW DATE: 8/18/2015 OVERALL STATUS: Overall Disapproval
PROJECT DETAILS: CONTACT DETAILS:
FOLIO: 11-2232-028-0520 NAME: JULIAN CARDONA
ADDRESS: 1050 NE 107 ST, , FL EMAIL:
PERMIT TYPE DESC.: INTERIOR REMODELING PHONE #: 7865399008
DISAPPROVAL CODES:
Disapproval Code 01: 0301 - Tree permit required. See application at
Miamidade.gov/derm/library/permits/tree_removal_pack
TASK
REVIEWED BY STATUS DATE STATUS
Initial Core Review Gicela Izquierdo 08/14/2015 Reviewed
Comments: PERMIT FOR A REMODELING. NO INCREASE IN WATER FLOW WITH THIS PROJECT. LOCATION
OF SEPTIC TANK IS SHOWN ON PLANS.
TREES Review Agustin Socarras 08/18/2015 Disapproved
Comments: 8/18/2015: New driveway layout. Our aerial historic records indicate the presence (currently or in the .'
past) of tree resources near the work area. Please clarify the information as follows:
IF YOU DO NOT NEED TO REMOVE TREES:
1. On SITE PLAN, show trees within twenty feet (20 feet) of ANY type of construction, including driveways, septic
tanks, fences, pipes, buildings, construction roads etc.
2. Show distance from these trees to construction.
3. Label the trees as existing to remain.
4. On SITE PLAN show 6-8 feet barriers around trees less than 18 inches in diameter and show 10-12 feet barriers
around trees 18 inches in diameter or greater.
[If trees are too close to construction for proper sized barriers, please contact our office at (786) 315-2800.]
5. We MAY need to see pictures of the site or the downtown office may have to do an inspection to be sure that no
trees will be damaged by the construction.
IF YOU NEED TO REMOVE OR RELOCATE TREES:
Permit applications are processed by the Tree Program. The following items must be submitted to apply for a permit:
1. Filled out TREE REMOVAL/RELOCATION application form (form attached to the plans).
2. Application fee (check or credit card).
3. Two copies of site plan showing all trees. Please mark the trees to be removed/relocated. If there are more than
10 trees on -site, you need to provide two copies of a tree survey.
Pictures:
a. Show diameter of trees at chest height.
b. Take pictures close enough to see the individual leaves and bark type and take pictures of the entire tree.
c. The pictures must show a landmark in the background so that the site can be identified: a house number; a street
sign; a building. If the pictures are not good enough the downtown office may have to do an inspection.
d. Contact: Lazaro Quintino at 305-372-6574
Final Core Review
Gicela Izquierdo 08/18/2015 Overall Disapproval
Comments: 2015-WDU-PR-14180: project does not result in a flow increase.
Please do not hesitate to email me with any question(s) you may have regarding the review comments for this
project. While I may not respond immediately to your email, because I may be assisting another customer at the time
I receive your email, I will reply within 24 hours of receiving your email unless I am out of the office. My email
address and that of my direct supervisor are as follows:
My Email: izquig@miamidade.gov
TREE COMMENTS1
;CHANGES NEEDED FOR NATURAL_ RESOURCES APPROVALI
(All changes must be mechanically reproduced)
DATE OF NOTICE:
Our aerial historic records indicate the presence (currently or in the past) of tree resources.
Please clarify the information as follows:
IF YOU DO NOT NEED TO REMOVE TREES:
1. On SITE PLAN, show trees within twenty feet (20') of ANY type of
construction, including driveways, septic tanks, fences, pipes, buildings,
construction roads etc.
2. Show distance from these trees to construction.
3. Label the trees as existing to remain.
4. On SITE PLAN show 6-8' barriers around trees less than 18 inches in
diameter at breast height* (DBH) and show 10-12' barriers around trees 18 inches in
diameter at breast height or greater.
[If trees are too close to construction for proper sized barriers, please contact
our office—(786) 315-2800.]
*18 inches in diameter at breast height is the same as 56.5 inches in circumference.
5. We MAY need to see pictures of the site or the downtown office may have to
do an inspection to be sure that no trees will be damaged by the construction.
IF YOU NEED TO REMOVE OR RELOCATE TREES:
Permit applications are processed by the Tree Program. The following
items must be submitted to apply for a permit:
1. Filled out TREE REMOVAL/RELOCATION application form.
• •
•
2. Application fee (check or credit card). Please find the Fee Schedule•on •
The Application Package.
3. Two copies of site plan showing all trees. Please mark the trees to• We •
removed/relocated. If there are more than 10 trees on -site, you neecj lq. •.
provide two copies of a tree survey. .. •.. •
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TREE PROGRAM: •
701 NW 1st COURT, 7th floor. (305) 372-6600, ext. S . . • • :
WALK-THRU FROM 8:00 a.m. TO 12:00 p.m.
EVENING HOURS BY APPOINTMENT ONLY
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REVIEWER: PHONE: (786) 315-2800
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Tree PerrTnit Application
Tree Permitting Program
701 N.W. 1 Court, 6th floor
Miami, Florida 33136
T (305) 372-6574 F (305) 372-6479
MIAMI•QADE111
COUNTY COUtSTY
Date Received:
r S
Received By:
FOR DEPARTMENTAL USE ONLY , . Updated 10/12
Application Number:
„Applications Fee (other fees may be; applicable):
Application Type: 0 Removal 0 Relocation 0 Removal & Relocation ['Modification 0 Extension
After -the -Fact: ['Yes 0 No
Application must be filled out in its entirety. Please indicate N/A for non -applicable fields.
1. Applicant Information:
Name:
Address:
Phone #:
Email:
• This should be the applicant/owner's information for contact purposes.
Zip Code:
Fax #:
2. Applicant's Authorized Permit Agent:
The name and contact information for the Agent that is authorized by the owner to process the
application, furnish supplemental information relating to the application and bind the applicant
to all requirements of the application/permit document.
Name:
Address:
Phone #:
Email:
Zip Code:
Fax #:
3. Site Location and Description where the proposed activity exists or will occur:
Folio #(s):
Site Address:
Does intended use of the property require re -zoning or plat? ❑Yes ❑ No
City or Town:
4. Current Use/Location of Trees (check all that apply):
❑Single Family ❑Multi -Family ❑Commercial ❑Business ❑Agricultural ❑Swale/Right-of-Way
❑ Other
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5. Work Description:•
Building permit process number (If Applicable):
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Number and type of tree(s) to be removed, or relocated. Include trees affected by improper trimming or removedwihout a writ: •
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Location of the tree(s) stated above:
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Reason for permit request:
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Attachments (check all that apply): (e.g. site sketch, plans etc.):
0 Tree Survey
Other
0 Site Sketch ■ Plans 0 Photographs ■ Arborist Assessment
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1
6. IMPORTANT NOTICE TO APPLICANT: •
c
The written consent of the Property Owner is required for all applications to be considered complete. Your application
WILL NOT BE PROCESSED unless the Property Owner consent portion of the application is completed below. You have the
obligation to notify the Department in writing of any changes to information provided in this application.
Application is hereby made for a Miami -Dade County tree permit to authorize the activities described herein. I agree to or affirm the
following:
• I possess the authority to authorize the proposed activities at the subject property, and
• I am familiar with the information, data and plans contained in this application, and
• To the best of my knowledge and belief, the information, data and plans submitted are true, complete and accurate, and
• I am authorizing the permit agent listed in Section 2 of this application to process the application, furnish supplemental
information, and bind the property owner(s) to all requirements of this application/permit document, and
• I agree to provide access and allow entry to the project site to inspectors and authorized representatives of Miami -Dade
County for the purpose of making the preliminary analyses of the site and to monitor permitted activities and adherence to all
permit conditions.
A. IF THE APPLICANT IS AN INDIVIDUAL
Signature of Applicant Print Property Applicant's Name Date
B. IF THE APPLICANT IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON
(Examples: Corporation, Partnership, Trust, LLC, LLP, etc.)
Print Name of Applicant (Enter the complete name as registered) Type (Corp, LLC, LLP, etc.) State of Registration/Incorporation
Under the penalty of perjury, I certify that I have the authority to sign this application/permit document on behalf of the Property
Owner, to bind the Property Owner, and if so required to authorize the issuance of a bond on behalf of the Property Owner. (If
asked, you must provide proof of such authority to the Department). ***Please Note: If additional signatures are required,
pursuant to your governing documents, operating agreements, or other applicable agreements or laws, you must attach additional
signature pages.***
Signature of Authorized Representative Print Authorized Representative's Name Title Date
C. IF THE APPLICANT IS A JOINT VENTURE Each party must sign below (If more than two members, list on attached
page) ••••
•••• •••• • •
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. • Print Namg gf ljppflcant (E✓ateGt,Ilgi complete name as registered) Type (Corp, LLC, LLP, etc.) State of Registration/Incorporation
•
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••••
Print NamgQfiplicant (E11tprttig Complete name as registered) Type (Corp, LLC, LLP, etc.) State of Registration/Incorporation
•
•Under thepsR.It of perjury* Pc*ertify that I have the authority to sign this application/permit document on behalf of the Property
• Owner, to bind the PropertY•Oimer, and if so required to authorize the issuance of a bond on behalf of the Property Owner. (If
.ke d, you rust provide fro& of such authority to the Department). ***Please Note: If additional signatures are required,
•
pursuant to OEd'r'IVverningrdocurrents, operating agreements, or other applicable agreements or laws, you must attach additional
•
• ligature tans..*** : •
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Signature of Authorized Representative Print Authorized Representative's Name Title Date
Signature of Authorized Representative Print Authorized Representative's Name Title Date
2
7. WRITTEN CONSENT OF THE PROPERTY.OWNER FOR THE PROPOSED WORK LOCATION
I/We are the fee simple owner(s) of the real property located at
•
Miami -Dade County, Florida, otherwise identified in the public records of Miami -Dade County as Folio
No(s). . I/we am/are aware and familiar with the contents of this application for a Miami -
Dade County tree permit to perform the work on the subject property, as described in this application. I/we hereby consent to the work
described in this tree permit application.
A. IF THE PROPERTY OWNER IS AN INDIVIDUAL
Signature of Property Owner
Print Property Owner's Name Date
Signature of Property Owner
Print Property Owner's Name Date
B. IF THE PROPERTY OWNER IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON
(Examples: Corporation, Partnership, Joint Venture, Trust, LLC, LLP, etc.)
Print Name of Property Owner (Enter the complete name as registered) Type (Corp, LLC, LLP, etc.) State of Registration/Incorporation
Address of Property Owner
Under the penalty of perjury, I certify that I have the authority to sign this application/permit document on behalf of the Property
Owner, to bind the Property Owner, and if so required to authorize the issuance of a bond on behalf of the Property Owner. (If
asked, you must provide proof of such authority to the Department). ***Please Note: If additional signatures are required,
pursuant to your governing documents, operating agreements, or other applicable agreements or laws, you must attach additional
signature pages. ***
Signature of Authorized Representative Print Authorized Representative's Name Title Date
Signature of Authorized Representative Print Authorized Representative's Name Title
Date
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Please Review Above
Appropriate signature(s) must be included in:
Box 6: either A, B or C (Owner or other Applicant)
AND
Box 7: either A or B (Property Owner)
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Tree Permit Application Additional°SiRnatures Page
(Please attach to:Tree Permit Application if Needed)
Folio #(s):
Site Address:
1. IF THE PROPERTY OWNER IS AN INDIVIDUAL
Signature of Property Owner Print Name of Property Owner Date
Signature of Property Owner Print Name of Property Owner Date
2. IF THE PROPERTY OWNER IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON
(Examples: Corporation, Partnership, Trust, LLC, LLP, etc.)
Print Name of Property Owner (Enter the complete name as registered) Type (Corp, LLC, LLP, etc.) State of Registration/Incorporation
Under the penalty of perjury, we certify that we have the collective authority to sign this application/permit document on behalf of
the Property Owner, to bind the Property Owner, and if so required to authorize the issuance of a bond on behalf of the Property
Owner. (If asked, you must provide proof of such authority to the Department). ***Please Note: If additional signatures are
required, pursuant to your governing documents, operating agreements, or other applicable agreements or laws, you must attach
additional signature pages. ***
I
Signature Print Name Title Date
Signature Print Name Title Date
Signature Print Name Title Date
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• •Slgnature • • • • • • • • Print Name Title Date
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Signature . Print Name Title Date
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• •Signature • • • • • • • • • Print Name Title Date
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Signature Print Name Title Date
Signature Print Name Title Date
4
RECE VE f,
AUG' - .: 2015
BY:
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Fax: (866) 784-8550
wvi w.floridaengineeringandtesfing.com
250 S.W. 13th Avenue
Pompano Beach, FL 33069
REPORT OF
GEOTECHNICAL EXPLORATION
FOR:
Antonella Salvatore
5952 NE 4th Avenue
Miami, FL 33137
PREPARED FOR:
Proposed Swimming Pool
1050 NE 107th Street
Miami Shores, FL
PREPARED BY:
Florida Engineering & Testing, Inc.
250 S.W. 13th Avenue
Pompano Beach, Florida 33069
(954) 781-6889
ON:
February 17, 2015
of
gQ '1i
Quality `{ A �� ✓Lssurance
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TABLE OF CONTENTS
I.) DISCLAIMER
II.) COVER LETTER
• SOIL STRATAS
• WATER LEVELS
• FOUNDATION RECOMMENDATIONS
III.) STANDARD (DYNAMIC CONE) PENETRATION LOG(S)
IV.) FIELD SKETCH • • • • • •
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V.) MAP OF SUBJECT SITE • • • •
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VI.) GENERAL NOTES • • •
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• KEY CLASSIFICATIONS & SYMBOLS •••• •
• ' • VII.) LIMITATIONS OF LIABILITY •••'
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DISCLAIMER
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Our report findings are based on present onsite soil conditions encountered. It is imperative that you
read our reports in their entirety and follow all recommendations as listed. Failure to follow our
recommendations, may result in delays and additional costs due to permitting agencies (Building
Department, etc.) withholding a Certificate of Occupancy for your proposed structure(s).
All recommendations shall be followed in order to receive a final certification, which may include but
not be limited to density testing per lift of fill material, demucking verifications, piling inspections. In
addition, these reports are for foundation analysis only and shall not be used for excavating, backfilling,
or pricing estimates.
Please schedule us at least 24 hours in advance for all tests and inspections. If you choose to use
another engineering firm for further testing and inspections, it is your responsibility to ensure that they
provide you° with the proper certification in writing, as outlined in our report.
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 •Fax: (866) 784-8550
www.floridaengineeringandtesting.com
250 S.W. 13'h Avenue
Pompano Beath, FL 33069
February 17, 2015 Job Order No.: 15-618
Antonella Salvatore
5952 NE 4th Avenue
Miami, FL 33137
RE: SUBSOIL INVESTIGATION
Proposed Swimming Pool
1050 NE 107th Street
Miami Shores, FL
Dear Ms. Salvatore;
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Pursuant to your request, Florida Engineering & Testing, Inc., has completed a i nA investrigation
on February 13, 2015, at the above referenced site. The purpose of our investigator was to yerify
subsoil conditions relative to the proposed structure(s) foundation preparation and desitrn. .Our
recommendations are based on the assumption that the proposed structure(g) atd.as follows: a
•• • • •••
standard size gunite swimming pool. •• • ••
One (1) SPT boring was performed according to ASTM D-1586 down to a depth of twenty-five feet
(25') below existing ground level (BEGL) (see attached field sketch for locations). The following is
a general condition for the subject site:
Depth
From To Soil Descriptions
0'0" - 3'0" Brown Fine Sand with Trace of Limerock Frags.
3'0" - 5'0" Light Brown Fine Sand with Some Limerock Frags.
5'0" - 10'0" Light Brown Limestone with Some Sand
10'0" - 13'0" Brown Fine Sand
13'0" - 18'0" Light Brown Fine Sand with Some Limestone Frags.
18'0" - 25'0" Light Brown Limestone with Some Sand
Groundwater table elevation was measured immediately at the completion of the boring and was
found at a depth of five feet (5'0") BEGL. Fluctuation in water levels should be anticipated due to
surface runoff, tidal influences, seasonal variations, varying ground elevation, construction
dewatering and pumping activities in the area. Site contractor must familiarize themselves with site
conditions in the event groundwater controls and dewatering is needed. The contractor shall make
sure that groundwater levels on adjacent properties are not affected by the contractors dewatering
activities. Specialty groundwater contractors shall be consulted for all work below the groundwater
level.
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iQ 1.assuranceQuality
Page 2
2/17/15, Job Order No. 15-618
Antonella Salvatore
Proposed Swimming Pool
1050 NE 107th Street; Miami Shores, FL:
The boring log attached presents a detailed description of the soils encountered at the test location.
The soil stratification shown on the boring log is based on the examination of the recovered soil
samples and interpretation of the driller's field log. It indicates only the approximate boundaries
between soil types. The actual transitions between adjacent soil types may be gradual.
Based on our understanding of the proposed structure and the information obtained from our field
boring log; we recommend the following procedures for foundation preparation:
1) Locate, dewater, and excavate pool or spa area plus two feet (2') past the outer perimeter of
the structure down to pool or spa bottom elevation.
•...
2) All excavations shall maintain a minimum of 2 horizontal to 1 vertical (2r1) nexi.ta ail
foundations to prevent undermining of the existing foundations. If trit rCquirecl•elope
recommendations cannot be maintained, then shoring of the existing fpg 1 tions nity 'be
required to prevent undermining. ••• • •
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3) Compact the excavated area with a heavy self-propelled vibratory roller ? e.:minir}xan•of
95% of the A.S.T.M. D-1557 modified proctor method.
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4) Backfill to proper pool bottom elevation if needed using a clean granular material piled to • •
lifts not to exceed twelve inches (12") in thickness and compacted as per item;. . • • • •
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5) Care should be taken when using vibration in case of existing structures in the vicinity of
the construction area. If vibration cannot be used for compaction, static compaction may be
applied. However, in this case, the compacted layers should not exceed six inches (6") in
thickness.
6) All construction fill material shall be clean granular soil, free of organics or other
deleterious material, and shall contain no more than ten percent fines passing a U.S.
Standard No. 200 sieve (0.075mm). In order to ensure that the soils at the bottom of the
pool are stabilized we recommend that a six-inch (6") layer of D.O.T. #57 stone to be
placed at the bottom of the pool foundation.
7) Representative samples of the on -site and proposed fill material should be collected and
tested to determine the classification and compaction characteristics.
8) Verify all densification procedures by taking an adequate number of field density tests in
each layer of compacted material. This must be scheduled before steel placement. If
steel is already in -place, it must be removed from all areas to be tested prior to
performing densities.
9) All Geotechnical work shall be performed under the supervision of a Geotechnical Engineer
or his representative.
Page 3
2/17/15, Job Order No. 15-618
Antonella Salvatore
Proposed Swimming Pool
1050 NE 107th Street; Miami Shores, FL:
Provided the above foundation recommendations are achieved and verified; it is our opinion
that the proposed structure can be designed for a shallow foundation system with a
permissible soil bearing pressure not to exceed 2,000 P.S.F. Bearing capacity certification
requires satisfactory completion and verification of all the above foundation
recommendations.
If applicable, provisions shall be made by the architect, engineer of record and contractor to address
differential settlements when tying in new to existing structures. If applicable, the seawall structure
should be inspected to verify the structural integrity and prevent undermining due to the piling
installation or excavation operations.
Regardless of the thoroughness of a Geotechnical exploration there is alwaks a'1lossibility tiiat
conditions may be different from those of the test location; therefore Florida Englt� �ing &.7eseing,
Inc., does not guarantee any subsoil condition surrounding the bore test hole. .4al, i..more accurate
portrayal of subsurface conditions, the site contractor should perform test pits. pre•discove.y of.any
ii
site or subsurface conditions during construction which substantially deviate frbf'the infbrirtion
in our subsoil investigation should be reported to us immediately for our evalppti„rr In a capting
this report the client understands that all data from this soil boring report is intcndcd.for foundation
analysis only and is not to be used for excavating, backfilling, or pricing estimates. •The. site
contractor must familiarize themselves with the job site conditions prior to bidding•'. •
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As mutual protection to clients, the public, and ourselves, all reports are submitted as the
confidential property of clients, and authorization for publication of statements, conclusions, or
extracts from or regarding our reports is reserved pending our written approval. All work must be
conducted under the supervision of our Geotechnical engineer. All work shall be conducted in
compliance with the Florida Building Code FBC and OSHA workers protection rules and all
applicable Federal, State, County and City rules and Regulations.
Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase
of your project. If you have any questions or comments, please give us a call. We would be pleased
to help any way we can. It has been a pleasure working with you and look forward to doing so in the
near future.
Sincerely,
2
Reza Javidan, P.E.
Florida Engineering & Testing, Inc.
Florida Reg. No. 60223
Certificate of Authorization No. 6923
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SPY Test [Boring Report
Client: Antonella Salvatore
Project: Proposed Swimming Pool
Address: 150 NE 107th Street Miami Shores, FL
Location:
Hole No: B-1
Date: 2/13/15
See Attached Field Sketch
Depth
(Ft)
Soil Descriptions
Hammer
Blows
N
Penetration "N" Value
10 20 30 40
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_
_
_
_
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_
0'-3'
Brown Fine Sand with Trace of
Limerock Fragments
1 1
2 3
3
3 4
3 3
7
3'-5' Light Brown Fine Sand
with Some Limerock Fragments
4 3
5 5
8
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5'-10'
Light Brown Limestone with
Some Sand
6 5
5 5
10
.
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•0•
, 1110
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'
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••
_�
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7 6
810
14
1•••'
1. •:
,
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.
—10
—
—
—
—
—
10'-13'
Brown Fine Sand
-- --
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A
1...
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•
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PI•
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13'-18'
Light Brown Fine Sand with
Some Limestone Fragments
10 12
15 11
27
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1
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•
-- --
:
18'-25'
Light Brown Limestone with
Some Sand
8 6
14
20
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—
5 7
10 12
17
30
Water Level: 5'0" BEGL
As a mutual protection to clients, the public and ourselves, all
reports are submitted as the confidential property of clients,
and authorization for publication of statements, conclusions or
extracts from or regarding our reports is reserved pending our
tkritten approval.
A = Auger
Ref = Refusal
BEGL= Below Existing Ground Level
0 = Weight of Hammer
Reza Javidan, P.E.
Florida Engineering & Testing, Inc.
Florida Reg. No. 60223
Certificate of Authorization No. 6923
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BLOCK 4
FENCE
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Field Sketch - Not to Scale
Proposed Pool
1050 NE 107th Street
Miami Shores, FL
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Print - Maps
Page 1 of 1
101 bing Maps
1050 NE 107th St, Miami Shores, FL 33161
Antonella Salvatore
Proposed Pool
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http://www.bing.com/maps/print.aspx?mkt=en-us&z=16&s=r&cp=25.874016,-80.175911... 2/17/2015
FLO A
Sands
Silts
Clay
GENERAL NOTES
• Soil boring(s) on unmarked vacant property or existing structure(s) to be demolished should be
considered preliminary with further boring(s) to be performed after building pad(s) are staked out.
• As a mutual protection to clients, the public and ourselves, all reports are submitted as the
confidential property of clients, and authorization for publication of statements, conclusions or
extracts from or regarding our reports is reserved pending our written approval.
• It is not our field inspector's responsibility to supervise, schedule, or stop any phase of the project.
His/her responsibility is limited by the duties stated in the contract.
• It is the client's responsibility to provide adequate safety for the site and personnel.
KEY CLASSIFICATIONS & SYMBOLS
Correlation of Penetration Resistance
with Relative Density and Consistency
Dynamic Cone Standard
Penetrometer Penetration Relative
(Penetrometer (Hammer Density
Resistance) Blows)
0 - 10 0 - 3 Very Loose
10 - 25 3 - 8 Loose
25 - 45 8 - 15 Firm
ti 45 - 75 15 - 25 Very Firm
75 -120 25 - 40 Dense
> 120 > 40 Very Dense
0 - 6 0 - 2 Very Soft
6 - 15 2 - 5 Soft
15 - 30 5 - 10 Firm
30 - 45 10 -15 Stiff
45 - 90 15 - 30 Very Stiff
90 -150 30 - 50 Hard
Soft
Medium
Moderately Hard
Hard
Very Hard
Particle Size
Boulder > 12in
Cobble 3 - 12in
Gravel 4.76mm - 3in
Sand 0.074mm - 4.'16vvn
Silt $.005vm - 0..974mm
Clay <'e.005mm • • • • • •
0-5%
5-30%
30-50%
0- 2%
2- 5%
5 - 10%
10-15%
15-30%
>30%
Rock Hardness Description
....
Modie'rs
.. •
•
.. .
•• .
• •
••
.. .
Slightly Silty/Llavby
41trhglayey .
Very Silty/gm/
• •
• • .
Very Slight alra>'rl;:
Slight Trace • •
Trace
Little
Some
With
Rock core crumbles when handled.
Can break core with your hands.
Thin edges of rock core can be broken with fingers.
Thin edges of rock core cannot be broken with fingers.
Rock core rings when struck with a hammer.
LIMITATIONS OF LIABILITY
WARRANTY
We warrant that the services performed by Florida
Engineering and Testing, Inc., are conducted in a manner
consistent with the level of skill and care ordinarily
exercised by members of the profession currently practicing
under similar conditions. No other warranties, expressed or
implied, are made. While the services of Florida
Engineering & Testing, Inc., are an integral and valuable
part of the design and construction process, we do not
warrant, guarantee, or insure the quality or completeness of
services or satisfactory performance provided by other
members of the construction process and/or the construction
plans and specifications which we have not prepared, nor the
ultimate performance of building site materials.
As mutual protection to clients, the public and ourselves, all
reports are submitted as the confidential property of clients,
and authorization for publication of statements, conclusions
or extracts from or regarding our reports is reserved pending
• our written approval.
'SUBSURFACE EXPLORATION
Subsurface exploration is normally accomplished by tcst
borings. The soil boring log includes sampling information,
description of the materials recovered, approximate depths
of boundaries between soil and rock strata and groundwater
data. The log represents conditions specifically at the
location and time the boring was made. The boundaries
between different soil strata are indicated at specific depths;
however, these depths are in fact approximate and dependent
upon the frequency of sampling. The transitions between
soil stratum are often gradual. Water level readings are
made at the time the boring was performed and can change
with time, precipitation, canal levels, local well drawdown,
and other factors.
Regardless of the thoroughness of a Geotechnical
exploration there is always a possibility that conditions may
be different from those of the test locations; therefore
Florida Engineering & Testing, Inc., does not guarantee any
subsoil condition surrounding the bore test holes. For a
more accurate portrayal of subsurface conditions, the site
contractor should perform tests pits. If different conditions
are encountered, Florida Engineering & Testing, Inc., shall
be notified to review the fmdings and make any
recommendations as needed.
LABORATORY AND FIELD TESTS
Tests are performed in accordance with specific ASTM
Standards unless otherwise indicated. All criteria included
in a given ASTM Standard are not always required and
performed. Each tcst report indicates the measurements and
determinations actually made.
FLO�.Ib4�A
ANALYSIS AND RECOMMENDATIONS
The Geotechnical report is prepared primarily to aid in the
design of site work and structural foundations. Although the
information in the report is expected to be sufficient for
these purposes, it is not intended to determine the cost of
construction or to stand alone as construction specifications.
in accepting this report the client understands that all data
from the soil boring is intended for foundation analysis only
and is not to be used for excavating, backfilling or pricing
estimates. The site contractor must familiarize themselves
with the job site conditions.
Report recommendations are based primarily on data from
test borings made at the locations shown on the test boring
reports. Soil variations may exist between borings and may
not become evident until construction. If variations are then
noted, Florida Engineering & Testing, Inc., should be
contacted so that field conditions can be examined and
recommendations revised if necessary.
The Geotechnical report states our understanding as to the
location, dimensions, and structural features proposed of the
site. Any significant changes in the nature, design, or
location of the site improvements must be j t?t Mpnicated to
Florida Engineering & Testint, Ine',,.so that thh'Qeotechniedl • ; •
analysis, conclusions, and "recemmenrjd'ttgrt. can be• •
appropriately adjusted. " '
•
• •
• • • • .. • •
CONSTRUCTION•( SERV:AiwiNS
Construction observation andte'stiog is an it po'rta it elenjiJ,..
of Geotechnical services. The.Gactachnical Engineer's Field.'
Representative (Field Rep.) is tfie :owne>:s representatit'.;.
observing the work of the contractor, performing tests, and
reporting data from such tests and observations. Vic":
Geotechnical Engineer's Field Representatieve•does not direct
the contractor's construction means, methods, operations, or
personnel. The Field Rep. does not interfere with the
relationship between the owner and the contractor, and
except as an observer, does not become a substitute owner
on site. The Field Rep. is only collecting data for our
Engineer to review.
• •
The Field Rep. is responsible for his/her safety only, but has
no responsibility for the safety of other personnel and/or the
general public at the site. If the Field Rep. does not feel that
the site is offering a safe environment for him/her, the Field
Rep. will stop his/her observation/ testing until he/she deems
the site is safe. The Field Rep. is an important member of a
team whose responsibility is to observe the test and work
being done and report to the owner whether that work is
being carried out in general conformance with the plans and
specifications.
% t.
Response to Miami Shores Village Building Department Comments
Aug 07, 2015
Re: PRIVATE RESIDENCE 1050 NE 107 ST
Process Number: - RC15-1262
PLUMBING
Reviewed By: Osvaldo Diaz
Comment 1
FBC107.2
Provide code section reference
Type of construction
Level of alteration
And occupancy use
See Applicable drawing: P-03
Page 1 of 6
Comment 2
FBCR P2708.3
Shower control valves. Individual shower and tub/shower combination valves shall
be equipped with control valves of the pressure — balance / thermostatic — mixing
valve types with a high limit stop in accordance with ASSE 1016 or CSA B125. The
high limit stop shall be set to limit water temperature to a maximum of 120F (49C).
In line thermostatic valves shall not be used in compliance with this section.
Applicable drawing: P-3
Comment 3
FBC107.1
Health department approval required for onsite sewage disposal
Response
Health department approval stamp is in process. This will be submitted to MS
Village Building Department as soon as approval is granted
STRUCTURE
Reviewed By: Mehdi Ashraf
Comment 1
This is a level 3 alteration for structures. Please demonstrate that the roof, walls,
footings, beams, columns and doors / windows comply with FBC 2014
Applicable drawings: S-12
Response
This is a level 3 alteration under 30%. Attached please find letter.
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Re: PRIVATE RESIDENCE 1050 NE 107 ST Page 2 of 6
Process Number: - RC15-1262
Comment 2
Where walls are being demolished specify shoring
Response
We've added shoring details. Please see revised sheets.
Comment 3
Provide special inspector forms for masonry, soil compaction and steel connections
Response
Attached to the submittal are the forms in triplicate.
Comment 4
On the elevations (S-13) specify sizes and NOA of doors and windows
Applicable drawings: A-4.0
Response
See architectural drawings for window schedule. NOAs provided with submission
to Revision No.1
Comment 5
Please make sure all the code references are in accordance with FBC 2014 and
those standards are used in the structural calculations.
(this is a preliminary review. complete review after comment 1 is addressed)
Response
FBC 2014 is not applicable to this project which was submitted on May 20th 2015.
The project is in accordance to FBC 2010.
BUILDING
Reviewed By: Ismael Naranjo
Comment 1
Provide a code legend. Code in effect, level of alteration, construction type use and
occupancy
Applicable drawings: A-1.0
Response
Building analysis providing requested information has been added to plan$4%
requested•
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Re: PRIVATE RESIDENCE 1050 NE 107 ST Page 3 of 6
Process Number: - RC15-1262
Comment 2
Reflect the location of all utilities servicing the building.
Applicable drawings: Survey / Site Plan A-0.1
Response
Locations of utilities are identified on site plan as requested based on owner
provided survey.
Comment 3
Is the raised deck east of the pool part of this permit? provide details and
specifications
Applicable drawings: A-1.0 I A-3.1 & S-2
Response
Yes it is part of this permit. Concrete deck cladded in stone
Comment 4
The scope of work reflected on this plans constitutes a level 3 alteration. Level 3
alterations should comply with chapter 10 of the 2010 FBC existing building
Applicable drawings: A-1.0
Response
Alteration level and applicable code references will be provided on building
analysis table on above referenced sheet.
Comment 5
R311.3.1 Floor elevations at the required egress doors
Landings or floor at the required egress shall not be more than 1-1/2 inches lower
than the top of threshold.
Applicable drawings: A-1.0, A-2.0 & A- 3.1
Response
Threshold details will be revised to implement this requirement
Comment 6
Provide a window schedule with the specifications for all openings
Applicable drawings: A-4.0.
•.•.
Response
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Windows sizes and types as per previously submitted drawings street A 4.0• See
schedule NOA information. •.•
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Re: PRIVATE RESIDENCE 1050 NE 107 ST Page 4 of 6
Process Number: - RC15-1262
Comment 7
Sheet A-1.0 Powder room (002). According to the door schedule on sheet A-4.0 door
002 is a 36" door. The dimension for the opening on the floor plan is 2'10.5"
Applicable drawings: A1.0 - A4.0
Response
Door size has been revised and coordinated in drawings.
Comment 8
Reflect the clear floor space for all fixtures
Applicable drawings: A1.0
Response
Clear floor space for all fixtures reflected on floor plans as requested. See
diagrams and dimensions in all bathrooms.
Comment 9
R311.6 Hallways. The minimum width of a hallway shall be not Tess than 3 feet
Applicable drawings: A-1.0
Response
All hallways are in compliance with this requirement
Comment 10
Provide interior finish schedule
Applicable drawings: A4.0
Response
Interior finish schedule provided
Comment 11
Provide the location and size of the emergency roof scuppers
Applicable drawings: A-2.1
Response
Emergency roof scuppers will be shown on roof plan as requested
Detail of main scupper and emergency overflows will be provided for clarity•
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Re: PRIVATE RESIDENCE 1050 NE 107 ST Page 5 of 6
Process Number: - RC15-1262
Comment 12
Provide details and specifications for the new roof system
Applicable drawings: A-2.1
Response
Detail and specification for the new roof system will be provided on roof plan sheet
as requested.
Comment 13
Sheet S-1. This is a level 3 alteration. Need to comply with section 807.1 General.
Where buildings are undergoing level 3 alterations including structural alterations,
the provisions of this section shall apply
Applicable drawings: Structural general notes
Response
This is a level 3 under 30% alteration, as per analysis sheet A-1.0 Sturcutal sheets
reflect the same infomration
Comment 14
Sheet S-2. Do not delegate soil conditions to the G.C. Provide soil investigation
report and recommendations
Applicable drawings: S-2
Response
Note on sheet will be revised, soil report will be provided
Comment 15
Wood structural walls not allowed on the outside of the building in Miami shores
village.
Applicable drawings: S-9
Response
Proposed wood structural wall on sheet S-9 is an interior condition. A note will be
added to sheet for clarity.
Comment 16
Health department, DERM, Impact fee approval required.
Response
DERM approval is inprocess. This will be submitted to MS Village Buildin •
PP • •9• •9•. .•••.•
Department as soon as approval is granted • • • • •
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Re: PRIVATE RESIDENCE 1050 NE 107 ST Page 6 of 6
Process Number: - RC15-1262
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4
FORM 405-10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Perfo man a Method
Project Name: 1050 NE 107 ST Builder Name:
Street: 1050 NE 107 ST Permit Office:
City, State, Zip: MIAMI SHORES , FL , 33161- Permit Number:
Owner: Jurisdiction: 232600
Design Location: FL, Miami
,iLJ
1
Li IJ
v-
1. New construction or existing New (From Plans)
9. Wall Types (2599.7 sqft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Ext Insul, Exterior
R=4.1 1388.30 ft2
b. Concrete Block - Int Insul, Exterior
R=4.1 854.33 ft2
3. Number of units, if multiple family 1
c. Interior Wall, Interior
R=4.1 357.00 ft2
4. Number -of Bedrooms 3
d. N/A
R= ft2
5. Is this a worst case? No
10. Ceiling Types (2235.0 sqft.)
a. Under Attic (Vented)
Insulation Area
R=30.0 2235.00 ft2
6. Conditioned floor area above grade (ft2) 2235
b. N/A
R= ft2
• •
Conditioned floor area below grade (ft2) 0
c. N/A • •
R= • • • • • • ft2
11. Ducts • • •
R fA
7. Windows (418.5 sqft.) Description Area
a. Sup: Attic, Ret: Attic, AH: Attic •' •
• • ••• •• •• 6 300 •• •
a. U-Factor: Sgl, U=0.89 418.50 ft2
b. Sup: Attic, Ret: Attic, AH: Attic* •
• • • 6 100
SHGC: H =0.50
• • .
b. U-Factor: N/A ft2
12. Cooling systems • . • •
• •
kBtu/lu .Efficiency •
SHGC:
a. Central Unit "' ...•
b. Central Unit
3$5 •S01:19.50• • • •
•
1gQ.SEF•R:16.0Q.:
c. U-Factor: N/A ft2
. .
•.
• •
SHGC:
13. Heating systems .. ..
kBtu/hr •tfficiency .
d. U-Factor:- N/A ft2
a. Electric Strip Heat . . •
24.6• COP:1.00 • •
SHGC:
b. Electric Strip Heat • •
; p.4. OP:1.00
Area Weighted -Average Overhang Depth: 2.000 ft.
•
• . •
• •
Area Weighted Average SHGC: 0.500
14.Hotwaters systems •• •
• ••• • •
.•.•.
8. Flod t' es (2235.0 sqft.) Insulation Area
a. Slab;.On-Grade Edge Insulation R=0.0 2235.00 ft2
b. N/A R= ft2
a. Electric
b. Conservation features
None
F.ap: 80 gallons.."
EF: 0.920
c. N/A R= ft2
15. Credits
Pstat
Glass/Floor Area: 0.187 Total Proposed Modified Loads: 53.30
PASS
`��\��i�l/ti�,rd Reference Loads: 67.55
I hereby certify that the p13 �$ ifications Coviir y
this calculation are in cornl2li loth t� a e
Review of the plans and
specifications covered by this
r'• ,01E SrA •..,
v:~:+ ,.,
Code. = � _
calculation indicates compliance
;� to ; �,, °' �`, � .'"
,
with the Florida Energy Code.
r,,
', ; ,4� O ?.
PREPARED BY.
Before construction is completed:=-,-
this building will be inspected for
DATE s /'s' ��
a
c9 a 1
/�j �`•.- FIFO ,.• ��
I herebycertifythat this buildi +- i �m liance
with the Florida EnergyCode.�/ ���`
compliance with Section 553.908
Floridap Statutes.
.... ,
: ' •' . `Y.
COD wi IS"V•
OWNER/AGENT•
BUILDING OFFICIAL'
DATE.
DATE.
- Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
REC EJV!
MAY 2.7 2015
BY:
4/21/2015 2:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Softwar
Page 1 of 6
PROJECT
Title:
Building Type:
Owner:
# of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
1050 NE 107 ST Bedrooms: 3
User Conditioned Area: 2235
Total Stories: 1
1 Worst Case: No
Rotate Angle: 0
Cross Ventilation:
232600 Whole House Fan:
Single-family
New (From Plans)
Address Type:
Lot # S'l '
Block/SubD vision:
PlatBook:
Street: ' I.
County:
City, State, Zip:
, Street Address
s ,
i ,
1050 NE 107 ST
Miami -Dade
MIAMI SHORES ,
FL , ) r' 33161�
CLIMATE
V Design Location TMY SiteIECC Design Temp
Zone 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Miami FL MIAMI INTL AP 1 51 90
70
75 149.5
56 Low
BLOCKS
• • • •
•••.
•
Number
Name Area Volume
•
' ' • •
1
2
Blockl 1600 16000
Block2 635 5080
•
••••
.••••.
• •
•• • • •
• ••••
• •
SPACES
Number
Name Area Volume Kitchen Occupants
Bedrooms
Info ID • einishec� fooled • • tpdtgd
1
-
2
Main 1600 16000 Yes 8
Master Bedroom 635 5080 No 2
2
1
1 : **Yes
•• •
1 Yes
• Yes :. yes
• • • •
•. • • Yes Yes
FLOORS
✓ #
Floor Type Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile Wood Carpet
1 Slab
-On -Grade Edge Insulation Main 205 ft 0
-On -Grade Edge Insulation Master Bedroom 110 ft 0
1600 ft2
635 ft2
----
-_-_
0 0 1
0 0 1
2 Slab
ROOF
/
V #
Roof Gable Roof
Type Materials Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1
Hip Composition shingles 2303 ft2 0 ft2 Medium
0.65
No 0.9
No 0 14
ATTIC
V #
Type Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic Vented 300 2235 ft2
N Y
4/21 /2015 2:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6
CEILING
V#
Ceiling Type Space R-Value
Area
Framing Frac
Truss Type
1
2
Under Attic (Vented) Main 30
Under Attic (Vented) Master Bedroom 30
1600 ft2
635 ft2
0.11
0.11
Wood
Wood
WALLS
V #
Ornt
Adjacent Cavity Width
To wall Type Space R-value Ft In
Height
Ft In
Sheathing Framing Solar
Area R-Value Fraction Abcor
Below
Grade%
1
N
E
S
W
W
N
S
E
N
Exterior Concrete Block - Ext Insul Main 4.1 49 10
Exterior Concrete Block - Ext Insul Main 4.1 11
Exterior Concrete Block - Ext Insul Main 4.1 50 0
Exterior Concrete Block - Ext Insul Main 4.1 28 0
Exterior Concrete Block - Int InstMaster Bedroo4.09999 12 8
Exterior Concrete Block - Int Insul Main 4.09999 26 6
Exterior Concrete Block - Int Inst141aster Bedroo4.09999 27
Exterior Concrete Block - Int InstltAaster Bedroo4.09999 29 8
Main Interior Wall Master Bedroo4.09999 42
10
10
10 0
10 0
8 6
10
8 6
8 6
8 6
498.3 ft2 0
110.0 ft2 0
500.0 ft2 0
280.0 ft2 0
107.7 ft2
265.0 ft2
229.5 ft2
252.2 ft2
357.0 ft2 • ...0 :
0 0.65
0 0.65
0 0.65
0 0.65
0 0.75
0 0.75
0 0.75
C • • 0.75
0. • •. 0.75
• . •
0
0
0
0
0
0
0
0
.1)
•
2
3
4
5
6
7
8
9
DOORS
•
•
V#
Ornt Door Type Space Storms
U-Value Wlctill • •
Ft In
t1e1 . •
Ft In
Arwa..
• •
1
N Insulated Main None
.4
..••••
3 •. • •2 •
••• •
6 •.1
•..•_
21.4 4t; • •
WINDOWS
Orientation shown is the entered, Proposed orientation.
• • •
• •
•
.
• •
/ -
V
#
Wall
Ornt ID Frame Panes NFRC U-Factor SHGC
Area
Overhang •
Depth Separation
• • • •
In?Shade
• •
Screening
1
2
3
4
5
6
7
8
9
10
11
12
13
N 1 Metal Single (Clear) Yes 0.89 0.5
N 1 Metal Single (Clear) Yes 0.89 0.5
N 1 Metal Single (Clear) Yes 0.89 0.5
N 6 Metal Single (Clear) Yes 0.89 0.5
N 6 Metal Single (Clear) Yes 0.89 0.5
E 2 Metal Single (Clear) Yes 0.89 0.5
E 8 Metal Single (Clear) Yes 0.89 0.5
S 3 Metal Single (Clear) Yes 0.89 0.5
S 3 Metal Single (Clear) Yes 0.89 0.5
W 4 Metal Single (Clear) Yes 0.89 0.5
W 4 Metal Single (Clear) Yes 0.89 0.5
S 7 Metal Single (Clear) Yes 0.89 0.5
W 5 Metal Single (Clear) Yes 0.89 0.5
10.6 ft2
26.7 ft2
44.3 ft2
8.6 ft2
31.7 ft2
28.6 ft2
12.7 ft2
30.1 ft2
136.1 ft2
3.9 ft2
30.6 ft2
27.2 ft2
27.5 ft2
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
2 ft 0 in 2 ft 0 in
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
Drapes/blinds
None
None
None
None
None
None
None
None
None
None
None
None
None
4/21/2015 2:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6
INFILTRATION
# Scope Method SLA CFM 50 ELA EqLA ACH ACH 50
1 Wholehouse Best Guess .0005 2931.2 160.92 302.63 .345 8.3431
HEATING SYSTEM
V # System Type Subtype Efficiency Capacity Block Ducts
1 Electric Strip Heat None COP: 1 24.56 kBtu/hr 1 sys#1
2 Electric Strip Heat None COP: 1 16.37 kBtu/hr 2 sys#2
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit None SEER: 19.5 39.5 kBtu/hr 1185 cfm 0.75 1 sys#1
2 Central Unit None SEER: 16 18 kBtu/hr 540 cfm 0.75 2 sys#2
HOT WATER SYSTEM '.... •
# System Type SubType Location EF Cap Use SetPnt egrebrJ tion ....
1 Electric None Main 0.92 80 gal 60 gal 120 deg None • •
SOLAR HOT WATER SYSTEM • • • • • • •
FSEC OUleoter Storage• ••
•
Cert # Company Name System Model # Collector Model # *Area • • Volume FEF •
None None . ft2 .
• .
. . .
:•;-:
DUCTS •
V_ ---- Supply --- Return Air CFM 25 CFM25 HVAC #
# Location R Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 300 ft2 Attic 50 ft2 Default Leakage Attic (Default) c(Default) c 1 1
2 Attic 6 100 ft2 Attic 25 ft2 Default Leakage Attic (Default) c(Default) c 2 2
TEMPERATURES
Programable
Cooling
HeatingX
Ventin
Thermostat:
Jan
Jan
Jan
Y
Feb
X Feb
Feb
Mar
X Mar
'X Mar
Ceiling
A r
A r
X Apr
Fans:
Ma
Ma
i I May
Jun
Jun
[' Jun
Jul
Jul
[� Jul
Au
Au
I I Aug
Se
Se
Sep
Oct
Oct
X Oct
Nov
X Nov
X Nov
Dec
X Dec
Dec
4/21/2015 2:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating (W EH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
• .••
• •
• . • • • •
• . . •
.• • • ••. •
.. •
•
• • •
• • • • .. .
• • • • •
• • • • • •.
... •
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.
• • •
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• • •
.• • • •.•
• • •
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.
4/21/2015 2:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 1050 NE 107 ST
MIAMI SHORES, FL, 33161-
PERMIT #:
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details.
COMPONENT
SECTION
SUMMARY OF REQUIREMENT(S)
CHECK
Air leakage
402.4
To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC -rated as meeting ASTM E 283. Windows and
doors = 0.30 cfm/sq.ft. Testing or visual inspection required.
Fireplaces: gasketed doors & outdoor combustion air. Must complete
envelope leakage report or visually verify Table 402.4.2. •• • • •
V
Thermostat &
controls
403.1
At least one thermostat shall be provided for each separate heating• • • •
and cooling system. Where forced -air furnace is primgrmstem, -• •
programmable thermostat is required. Heat pumps with'slflemental'
electric heat must prevent supplemental heat when corns essor ca i . '.
•••• • ••
meet the load. •_•_• • • • •
•
•• •.
'
•
Ducts
-
403.2.2
403.3.3
. •
All ducts, air handlers, filter boxes and building cavitieswhicll form the •
primary air containment passageways for air distributign systems shall.
be considered ducts or plenum chambers, shall be corlstructf'd an '
sealed in accordance with Section 503.2.7.2 of this colle..'.
•. . • ••.
"
Building framing cavities shall not be used as supply ducts.
•
••
'
•
Water heaters
403.4
Heat trap required for vertical pipe risers. Comply with efficiencies
in Table 403.4.3.2. Provide switch or clearly marked circuit breaker
(electric) or shutoff (gas). Circulating system pipes insulated to =
R-2 + accessible manual OFF switch.
✓
Mechanical
ventilation
403.5
Homes designed to operate at positive pressure or with mechanical
ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawlspaces, garages or outdoors adjacent
to pools or spas.
Swimming Pools
& Spas
403.9
Pool pumps and pool pump motors with a total horsepower (HP) of = 1
HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor -retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site -recovered energy. Off/timer switch required. Gas heaters
minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool
heaters minimum COP= 4.0.
AA
Cooling/heating
equipment
403.6
Sizing calculation performed & attached. Minimum efficiencies per
Tables 503.2.3. Equipment efficiency verification required. Special
occasion cooling or heating capacity requires separate system or
variable capacity system. Electric heat >10kW must be divided into
two or more stages.
Ceilings/knee walls
405.2.1
R-19 space permitting.
•
•
•
•
•
•
•
•
•
4/21/2015 2:29 PM
EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software
Page 6of6
1050 NE 107 ST
MIAMI SHORES, FL33161-
Residential System Sizing Calculation
Summary
Project Title:
1050 NE 107 ST
4/21/2015
Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L)
Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(58gr.)
Winter design temperature(MJ8 99%) 50 F
Winter setpoint 70 F
Winter temperature difference 20 F
Summer design temperature(MJ8 99%) 90 F
Summer setpoint 75 F
Summer temperature difference 15 F
Total heating load calculation 30000 Btuh
Total cooling load calculation 52282 Btuh
Submitted heating capacity % of calc Btuh
Total (Electric Strip Heat) 136.4 40930
Submitted cooling capacity % of calc Btuh
Sensible (SHR = 0.75) 99.4 43125
Latent 161.5.44375
Total • _ • _ 110 G .5A00
• a
WINTER CALCULATIONS
inter Heating Load (for 2235 soft)
Load component
Load
Window total
418 sqft
7449
Btuh
Wall total
2160 sqft
5001
Btuh
Door total
21 sqft
169
Btuh
Ceiling total
2235 sqft
1424
Btuh
Floor total
See detail report
7434
Btuh
Infiltration
194 cfm
4266
Btuh
Duct loss
4258
Btuh
Subtotal
30000
Btuh
Ventilation
0 cfm
0
Btuh
TOTAL HEAT LOSS
30000
Btuh
SUMMER CALCULATIONS
Summer Cooling Load (for 2235 soft)
Load component
Load
Window total 418 sqft
11180
Btuh
Wall total 2160 sqft
3751
Btuh
Door total 21 sqft
253
Btuh
Ceiling total 2235 sqft
3132
Btuh
Floor total
0
Btuh
Infiltration 145 cfm
2399
Btuh
Internal gain
18300
Btuh
Duct gain
4368
Btuh
Sens. Ventilation 0 cfm
0
Btuh
Blower Load
0
Btuh
Total sensible gain
43383
Btuh
Latent gain(ducts)
1163
Btuh
Latent gain(infiltration)
5735
Btuh
Latent gain(ventilation)
0
Btuh
Latent gain(internal/occupants/other)
2000
Btuh
Total latent gain
8899
Btuh
TOTAL HEAT GAIN
52282
Btuh
8th Edition
latent intemat(4%)
Int.Gain(35%)
Duats(11
•• •
•
• • • •
• ••
• • •
•
• • • •
•
•
• •
• •• • • •
Windo :•z51 . • •
• *
•
••
• •
• ••• • •
• ••
•
•. •
Windo•as(21 %)
Ceffinps(6%)
Waas(7%i
Doors(0%>
°1
r
1,40
EnergyGauge® SystenisiAg;
PREPARED BY:
DATE: .00
EnergyGauge®/ USRFZB v3.1
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGYsPERFORMANCE INDEX* = 79
The lower the EriergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows" Description
a. U-Factor: Sgl, U=0.89
SHGC: SHGC=0.50
b. U-Factor: N/A
SHGC:
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
1050 NE 107 ST, MIAIVII SNORES, FL, 33161-
New (From Plans)
Single-family
1
3
No
2235
Insulation
R=0.0
R=
R=
Area
418.50 ft2
ft2
ft2
ft2
2.000 ft.
0.500
Area
2235.00 ft2
ft2
ft2
9. Wall Types Insulation Area
a. Concrete Block - Ext Insul, Exterior R=4.1 1388.30 ft2
b. Concrete Block - Int Insul, Exterior R=4.1 854.33 ft2
c. Interior Wall, Interior R=4.1 357.00 ft2
d. N/A R= ft2
10. Ceiling Types Insulation Area
a. Under Attic (Vented) R=30.0 2235.00 ft2
b. N/A R= • • • • ft2
c. N/A • • R= •••••• ft2.
•
11. Ducts •••• . • •••R ft2
a. Sup: Attic, Ret: Attic, AH: Attic ' • • • ; 6 30p
b. Sup: Attic, Ret: Attic, AH: Attic • 6 10
• •
12. Cooling systems
a. Central Unit
b. Central Unit
13. Heating systems
a. Electric Strip Heat
b. Electric Strip Heat
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home: City/FL Zip:
•
••••
• • • •
• •
•• ••
• • •
• •
• •
• • •
•• •
•
•
•
•
kBtuS1 • Efficiency
395..5 S!ER:19.5a.:".
18@•SELR:16.0e•04,40
••
kBtu/hr . Efficiency
,pOP:1.0Q
t,5%• 400P:1.04
••
•
• ••• • •
Cep: 80 gallons
EF: 0.92
Pstat
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's
support staff.
**Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software
Permit Expeditors,
LLC.
1
786.539.9008
PermitExpeditors@gmail.com
•
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t • •
• • •
Juan Fernandez-Barquin, P.E.
Structural Engineers 40114
Threshold Inspectors 0947
State Plans Examiner PX 1305
State Building Inspector BN 3318
2520 N.W. 97th Avenue, Suite #240
Doral, Florida 33172
PH: 786-336-0881 Fax: 786-336-0884
Email: jfbeng@bellsouth.net
www.juanfernandezbarquinpe.com
••
• •• •
•• •
•
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PROJECT: voc, IA,� ���5�-
Juan Fernandez-Barquin, P.E.
Structural Engineers 40114 2520 N.W. 97h Avenue, Suite #240
Threshold Inspectors 0947 Doral, Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building InspectorBN 3318 Email: jtbeng@bellsouth.net
vww juanfernandezbarquinpe.com
PRIVATE RESIDENCE
1050 N.E. 107th STREET
MIAMI SHORES, FLORIDA 33161
STRUCTURAL CALCULATIONS
4/14/2015
TABLE OF CONTENTS:
•••.
• •
• • ••••
• • • •
•• • • ••••• ••
•r •
•
• • •
•••• •• • • •
• • • • •
•••• • ••
•
••• • •
• •
••• •• ••
• •
•
• • • •
• •
WIND LOAD DESIGN • • 1 • • •
• • •
•• • • ••• • •
•
STEEL BEAM DESIGN 8 •••• •
WOOD LEDGER DESIGN
CONCRETE BEAM DESIGN
EXISTING CONCRETE TIE BEAM CHECK 21
WOOD BEARING PARTITION DESIGN
0:\( FERNANDEZ, JUAN )\DOCS\TABLE OF CONTENTS\RICARDO DIMITRI 10200 E BAY HARBOR DR.DOC
15
18
25
Juan Fernandez-Barquin, P.E.
Structural Engineers 40114 2520 N.W. 97m Avenue, Suite #240
Threshold Inspectors 0947 Doral, Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building InspectorBN 3318 Email: jfbengtbellsouth.net
www.juanfernandezbarquinpe.com
PROJECT NAME /OSD NE /#7 5 T
ENGINEER ` ' DATE ///?9//1.
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Juan Fernandez-Barquin, P.E.
Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240
Threshold Inspectors 0947 Doral, Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building Inspector BN 3318 Email: jfbeng@bellsouth.net
www.juanfernandezbarquiepe.com
PROJECT NAME /-5-,e) /UE
07 s/
ENGINEER -& • DATE ///21011 PAGE 2.
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FEW:ANN? $i !AN t,IL:CV,.; L CUL tii!:'N SHED JT
3
MecaWind Std v2.2.5.7 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com
Date : 11/24/2014 Project No. :1
Company Name :JUAN FERNANDEZ Designed By :E
Address :2520 NW 97 A. Description :WIND PRESSURES
City :DORAL Customer Name :PRIVATE RES
State :FL Proj Location :1050 NE 107 ST. MIAMI SHORES FL -33161
File Location: C:\Users\Administrator\AppData\Roaming\MecaWind\Default.wnd
Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1)
Basic Wind Speed(V) = 175.00 mph
Structural Category II Exposure Category D
Natural Frequency = N/A Flexible Structure No
Importance Factor 1.00 Kd Directional Factor 1.00
Alpha 11.50 Zg 700.00 ft
At 0.09 Bt 1.07
Am 0.11 Bm = 0.80
Cc 0.15 1 = 650.00 ft
Epsilon 0.13 Zmin = 7.00 ft
Slope of Roof 0.7459459 : 12 Slope of Roof(Theta) = 3.56 Deg
Ht: Mean Roof Ht 11.44 ft Type of Roof = SAWTOOTH
RHt: Ridge Ht = 12.70 ft Eht: Eave Height = 10.17 ft
OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang
Bldg Length Along Ridge = 76.90 ft Bldg Width Across Ridge= 40.70 ft
Gust Factor Calculations
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht
lzm: Cc*(33/Zm)"0.167
Lzm: 1*(Zm/33)^Epsilon
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2
= 0.85
• •
• • •
•• •
•
••••
= 7.00 ft• •
= 0.19 ••••
= 535.47 ft
= 0.93 • •
•• ••
= 0.89
•• • •
• •
••••
• •••
• • •
•• •
•
•• •
• • •
• ••
• • • •
• •
••
• • •
• • • •
= 0.85 • •
• • •
•• •
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1
Kh: 2.01*(Ht/Zg)^(2/Alpha)
= 1.03
•
•.
•
• •
• •
••
•
•
•
• ••• •
• • •
• • •
4
Kht: Topographic Factor (Figure 6-4)
Qh: .00256*(V)^2*I*Kh*Kht*Kd
Cpww: Windward Wall Cp(Ref Fig 6-6)
Roof Area
Reduction Factor based on Roof Area
= 1.00
= 48.46 psf
= 0.80
= 3135.87 ft^2
= 0.80
MWFRS-Wall Pressures for Wind Normal to 76.9 ft Ridge Wall (Normal to Ridge)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Wall Cp Pressure Pressure
+GCpi (psf) -GCpi (psf)
Leeward Wall
Side Walls
Wall
-0.50 -29.32 -11.87
-0.70 -37.56 -20.11
Elev Kz Kzt Cp qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
Windward
12.70 1.03 1.00 0.80 48.46 24.23 41.68 53.55
10.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
9.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
8.17 1.03 1.00 0.80 98.46 24.23 41.68 53.55
7.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
6.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
5.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
4.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
3.17 1.03 1.00 0.80 48.46 24.23 41.68 53.5$ •
2.17 1.03 1.00 0.80 48.46 24.23 41.68 •
53.5J•••
1.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
0.17 1.03 1.00 0.80 48.46 24.23 41.68 53.5/
•
••••
• •
••••
• •••
• • •
•• •
•
Roof - Dist from Windward Edge Cy Pressure Pressure•••• •• •
+GCpi(psf)-GCpi(psfj• •• • •
Roof: 0.0 ft to 5.1 ft
Roof: 5.1 ft to 10.2 ft
Roof: 10.2 ft to 20.3 ft
Roof: 20.3 ft to 40.7ft
- 0.90
- 0.90
-0.50
-0.30
-45.80
- 45.80
- 29.32
-21.08
- 28.•3S�••�
- 28.•3G ••
11.$Z••••
-3.63 • •
• •
Notes - Normal to Ridge •
•
Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave H. •
Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi)
Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press
Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi)
Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 3.6 Deg, h/1= 0.25
MWFRS-Wall Pressures for Wind Normal to 76.9 ft Eave Wall (Normal to Eave)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Wall Cp Pressure Pressure
+GCpi (psf) -GCpi (psf)
Leeward Wall -0.50
Side Walls -0.70
Wall
-29.32 -11.87
-37.56 -20.11
•t
•
• •
••• •
• •
• •
•
• ••
• •
•
• •••
• • •
• • •
•
• •
4
Elev Kz Kzt Cp qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
Windward 10.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
Windward 9.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
Windward 8.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
Windward 7.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
Windward 6.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
Windward 5.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
Windward 4.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
windward 3.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
Windward 2.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
Windward 1.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
Windward 0.17 1.03 1.00 0.80 48.46 24.23 41.68 53.55
Roof - Dist from Windward Edge Cp Pressure Pressure
+GCpi(psf)-GCpi(psf)
Roof: 0.0 ft to 5.1 ft
Roof: 5.1 ft to 10.2 ft
Roof: 10.2 ft to 20.3 ft
-0.90
-0.90
-0.50
-45.80
-45.80
-29.32
-28.35
-28.35
-11.87
Roof: 20.3 ft to 40.7ft -0.30
-21.08 -3.63
Note (1) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 3.6 Deg, h/1= 0.25
Notes - Normal to Eave
MWFRS-Wall Pressures for Wind Normal to 40.7 ft wall (Along Ridge)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Wall
Leeward Wall
Side Walls
Wall
Cp Pressure Pressure
+GCpi (psf) -GCpi (ysf)
- 0.32 -21.99
- 0.70 -37.56
-4.55
-20.11
Elev Kz Kzt Cy qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
Windward 12.70 1.03 1.00 0.80 48.46 24.23 41.68 46.22
Windward 10.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22
Windward 9.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22
Windward 8.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22
Windward 7.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22
Windward 6.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22
Windward 5.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22
Windward 4.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22
Windward 3.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22
Windward 2.17 1.03 1.00 0.80 48.46 24.23 41.68 46.21 •
Windward 1.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22•••
Windward 0.17 1.03 1.00 0.80 48.46 24.23 41.68 46.22
••••
• •
••••
• •••
• • •
•• •
•
•
Roof - Dist from Windward Edge Cp Pressure Pressure
+GCpi(psf)-GCpi(psf) •••• •• • •
• • • • •
•••• • ••
Roof: 0.0 ft to 5.7 ft
Roof: 5.7 ft to 11.4 ft
Roof: 11.4 ft to 22.9 ft
Roof: 22.9 ft to 76.9 ft
-0.90 -45.80 -28.35
-0.90 -45.80 -28.35 • • •••• •
-0.50 -29.32 -11.87 •• •• ••
•
-0.30 -21.08 -3.63 • •
• •
Notes - Along Ridge
Note (1) Ref Fig 27.4-1, Parallel to Ridge (A11), h/l= 0.13
Parapet MWFRS Presures (Ref Para 27.4.5):
Qp: Pressure at Top of Parapet
Type of Parapet = Solid
Press -Windward Parapet = 72.69 psf
Wind Pressure on Components and Cladding
• Roof not
shorn /
5
5, N-
Walls
• • • •
• • • •
• •
• • •
• • •
= 48.46 psf
Top Elev. of Parapet = 2.00 ft
Press -Leeward Parapet = -48.46 psf
aT
a
1 2
2 r3
Gable Roof 0 <_ 7
a
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width of Pressure Coefficient Zone "a" = 4.07 ft
Description
Width Span Area Zone Max Min Max P Min P
ft ft ft^2 GCp GCp psf psf
•
•
•
• ••• • •
• • •
•• •
1 2.60 6.70 17.4 4 0.86 -0.95 50.48 -54.84
1 2.60 6.70 17.4 5 0.86 -1.18 50.48 -66.07
2 1.70 3.50 6.0 4 0.90 -0.99 52.34 -56.70
2 1.70 3.50 6.0 5 0.90 -1.26 52.34 -69.79
3 2.40 4.50 10.8 4 0.89 -0.98 52.08 -56.44
3 2.40 4.50 10.8 5 0.89 -1.25 52.08 -69.27
4 2.70 2.00 5.4 4 0.90 -0.99 52.34 -56.70
4 2.70 2.00 5.4 5 0.90 -1.26 52.34 -69.79
5 2.00 3.50 7.0 4 0.90 -0.99 52.34 -56.70
5 2.00 3.50 7.0 5 0.90 -1.26 52.34 -69.79
6 3.00 3.50 10.5 4 0.90 -0.99 52.18 -56.54
6 3.00 3.50 10.5 5 0.90 -1.25 52.18 -69.46
7 3.00 6.70 20.1 4 0.85 -0.94 50.00 -54.37
7 3.00 6.70 20.1 5 0.85 -1.16 50.00 -65.11
8 2.80 6.70 18.8 4 0.86 -0.95 50.23 -54.60
8 2.80 6.70 18.8 5 0.86 -1.17 50.23 -65.58
9 4.30 2.00 8.6 4 0.90 -0.99 52.34 -56.70
9 4.30 2.00 8.6 5 0.90 -1.26 52.34 -69.79
Khcc:Comp. & Clad. Table 6-3 Case 1
Qhcc:.00256*V^2*Khcc*Kht*Kd
= 1.03
= 48.46 psf
••••
• •
• • ••••
• • •
•• • • •••
• • •
•• •
•••• •• •
• • • • •
•••• • ••
••• •
• • • •
•• •• ••
• • •
• • •
•
••
•
•
••
• • • •
•
• • • •• • • ••• • •
• • •
1,-
`• ''. ••• • • • •. •
•• •• • • • •• •• •
• • • • • • • • .
•
• • • • • • • •
•
• • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • •••
• • • •• •
• •
a�.w N• •• �KWtue� • • •
• • •
• • • • •
• • • • •
• .• •••
• •
WEST ELEVATION (RIGHT)
•
EAST ELEVATION (LEFT)
f
.52 P5F
.10 PSFf
1 P5F
-51
.50 P5F
-55 P5F
.{
SOUTH ELEVATION (FRONT)
PSF
54 P5F
.51 P5F
•51 P5F
NORTH ELEVATION (REAR)
.51 P5F
-51 P5F
.51 P5F
.51 P5F
WIND PRESSURES
WIND DESIGN BASED
ON ASCE 7-10
- —:a.m: studio design
° NE 055. sw. '�.5101005
Name
Addess
.EAR„.., JUAN FERFILNDEE-eER MI. e c
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2520 W. 97In AVENUE. Leff
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PRIVATE RESIDENCE
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Miami Shores, FL 33161
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ARCHITECT
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Juan Fernandez-Barquin, P.E.
Structural Engineers 40114
Threshold Inspectors 0947
State Plans Examiner PX 1305
State Building Inspector BN 3318
2520 N.W. 97th Avenue, Suite #240
Doral, Florida 33172
PH: 786-336-0881 Fax: 786-336-0884
Email: jfbeng@bellsouth.net
www.juanfernandezbarquinpe.com
PROJECT NAME /95o Vg /'7 s74
ENGINEER C DATE °//,-51/-5-- PAGE 6
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Juan Fernandez-Barquin, P.E.
Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240
Threshold Inspectors 0947 Doral, Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building Inspector BN 3318 jfbeng@bellsouth.net
www.juanfernandezbarquinpe.com
4
PROJECT NAME /VE /417 671
ENGINEER DATE Ov/a s-// PAGE
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Juan Fernandez-Barquin, P.E.
Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240
Threshold Inspectors 0947 Doral, Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building Inspector BN 3318 Email: jfbeng@bellsouth.net
www.juanfernandezbarquinpe.com
PROJECT NAME /050 A/E- /p7 .67L
ENGINEER '
DATE 0//49,0g- PAGE g
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Juan Fernandez-Barquin, P.E.)
StructuralEvgiveers 40114 S520Nµ'.9]"Avrnue, Suite p3a0
Threshold Inspectors 0947 pm¢�, Florida331I3
StatePWsEumvKr PX 1305PH: 786-336-0881 Fax: ]86336�U68<
Engineers 40114 2520 N.W. 97th Avenue, #240
Threshold Donal, Florida 33172
Plans Examiner PX PH: 786-336-0884
State Building InspectorBN 3318 Email: jfbengCbellsouth.net
www.juanfernandeibarquinpe.com
PROJECT NAME / - AZ- /07 ,574
ENGINEER •
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STRUCTURAL TUBING
Rectangular
Dimensions and properties
x
Y
Y
x
Dimensions
Properties -
Nominal*
Size
Wall
Thickness
Weight
per Ft
Area
X-X Axis
Y-Y Axis
4
Z,
,
Iy
SY
Zy
ry
J
In.
In.
Lb.
In.2
In.'
In.'
In.'
In.
In.'
In.'
In?
In.
In.'
8x 6
8x4
8x3
8x2
7x5
0.5625
0.5000
0.3750
0.3125
0.2500
0.1875
0.5625
0.5000
0.3750
0.3125
0.2500
0.1875
0.5000
0.3750
0.3125
0.2500
0.1875
0.3750
0.3125
0.2500
0.1875
0.5000
0.3750
0.3125
0.2500
0.1875
1
Vie
1
3
146
die
Te
1i6
v
176
46.51
42.05
32.58
27.59
22.42
17.08
38.86
35.24,
27.48
23.34
19.02
14.53
31.84
24.93
21.21
17.32
13.25
22.37
19.08
15.62
11.97
35.24
27.48
23.34
19.02
14.53
13.7
12.4.
9.58
8.11
6.59
5.02
11.4
10.4
8.08
6.86
5.59
4.27
9.36
7.33
6.23
5.09
3.89
6.58
5.61
4.59
3.52
10.4
8.08
6.86
5.59
4.27
112
103
83.7
72.4
60.1
46.8
80.5
75.1,
61:9
53.9
45.1
35.3
61.0
51.0
44.7
37.6
29.6
40.1
35.5
30.1
23.9
63.5
52.2
45.5
38.0
29.8
27.9
25.8
20.9
18.1
15.0
11.7
20.1
18.8
15.5
13.5
11.3,
8.83
15.3
12.7
11.2
9.40
7.40
10.0
8.87
7.52
5.97
18.1
14.9
13.0
10.9
8.50
35.2
32.2
25.6
21.9
18.0
13.9
26.9
24.7
19.9
17.1
14.1
11.0
21.0
11,0 _
14.7
12.2
9.49
14.2
12.3
10.3
8.02
23.1
18.5
15.9
13.2
10.2
2.86
2.89
2.96
2.99
3.02
3.05
2.65
2.69
2.77
2.80
2.84
2.88
2.55
2.64
2.68
2.72
2.76
2.47
2.51
2.56
2.60
2.48
2.54
2.58
2.61
2.64
70.8
65.7
53.5
46.4
38.6
30.1
26.2
24.6
20.6
18.1
15.3
12.0
12.1
10.4
9.25
7.90
6.31
3.85
3.52
3.08
2.52
37.2
30.8
26.9
22.6
17.7
23.6
21.9
17.8
15.5
12.9
10.0
13,1
12.3
10.3
9.05
7.63
6.02
8.05
6.92
6.16
5.26
4.21
3.85
3.52
3.08
2.52
14.9
12.3
10.8
9.04
7.10
28.8
26.4
21.0
18.0
14.8
11.4
16.2
15.0
12.2
10.5
8.72
6.77
10.1
8.31
7.24
6.05
4.73
4.83
4.28
3.63
2.88
18.2
14.6
12.6
10.4
8.10
2.28
2.31
2.36
2.39
2.42
2.45
1.51
1.54
1.60
1.62
1.65
1.68
1.14
1.19
1.22
1.25
1.27
0.765
0.792
0.819
0.847
1.90
1.95
1.98
2.01
2.04
147
135
107
91.3
74.9
57.6
69.0
64.1
52.2
45.2
37.5
29.1
35.7
29.9
26.3
22.1
17.3
12.6
11.4
9.84
7.94
79.9
64.2
55.3
45.6
35.3
'Ou side dimens'ons across flat sides.
"Properties are based upon a nominal outside comer radius equal to two times the wall
thickness.
• •
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AMERICAN INSTITUTE OF STEEL CONSTRUCTION
I!I('r M! ..,,Ol F:(EFChMS;C:.I .1; ;1rt
Juan Fernandez-Barquin, P.E.
Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240
Threshold Inspectors 0947 Doral, Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building Inspector BN 3318 jfbeng@bellsouth.net
www.juanfernandezbarquinpe.com
PROJECT NAME /"5es A/C /07 6/
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Elastic beam deflection calculator
Page 1 of 4
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Elastic Beam Deflection Calculator
Please enter in the applicable properties and values to be used in the calculation.
IMPORTANT: UNITS MUST REMAIN CONSISTENT THROUGHOUT ALL
VALUES.
Once all values are entered, select the image that most resembles the situation of
concern and click the "Submit for Calculation" button for results.
NOTE: If the situation consists of several loads on the beam, remember the
superposition principal: simply enter in the 'component' situations and sum up the
deflection.
An Example of Using this Calculator
Young's modulus (E) :
Values of Young's Modulus
Moment of inertia (I):
Material Properties
29000
Geometrical Properties
51
Enter total length L, and/or partial lengths
a and b
(L is updated when both a and b are given)
Partial length (a):
Point load (P):
Distributed load (q):
(force/length)
. .
. ..
.. .
.
....
Total length (L):•.
Partial length (b):
Loading Type
Applied moment (Mo)
Applied moment (M1):
0.0619
Submit For Calculation
Right End Slope (Or) _
Left End Slope (01) =
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Reset The Form
Results
0.01122147809
-0.0112214780!
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http://www.aps.anl.gov/APS_Engineering_Support_Division/Mechanical_Operations_and_... 1 /5/2015
Elastic beam deflection calculator Page 2 of 4
011
L P
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Juan Fernandez-Barquin, P.E.
Structural Engineers 40114
Threshold Inspectors 0947
State Plans Examiner PX 1305
State Building Inspector BN 3318
2520 N.W. 976 Avenue, Suite #240
Doral, Florida 33172
PH: 786-336-0881 Fax: 786-336-0884
Email: jfbenger bellsouth.net
www.juanfernandezbarquinpe.com
PROJECT NAME /D50 4/C /07 -5
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Connection Calculator
Page 1 of 1
/6
AMERICANNOOD COUNCIL
www.awc.org
,008lc, play
Availab e on the N'hane
arAppSto e
Connection Calculator
Connection Calculator available for the Android OS.
egb Connection Calculator available for the iPhone.
Design Method
Allowable Stress Design (ASD) Ildi
Main Member Type }Southern
Pine L..]:.
Connection Type
Lateral loading MI
Main Member Thickness 11.5
in. U
Fastener Type
(Bolt u
Main Member: Angle of
Load to Grain
I90
Loading Scenario
Single Shear - Wood Main Member L.i,���
Side Member Type
Steel L i]
___
Submit Initial Values
Side Member Thickness
I,�(
11/4 in. u
Side Member: Angle of
Load to Grain
io
I
Fastener Diameter
11/4 in. '—I
Load Duration Factor 1C_D = 0.9 L.I
Wet Service Factor )C_M = 1.0
Temperature Factor
1C_t = 1.0 L,11}
Calculate Connection Capacity
Connection Yield Mode Descriptions
Diaphragm Factor Help
Show Printable View
Load Duration Factor Help
Limits of Use I
•
•
•• •
Technical Help J • • • •
• •
Connection Yield Modes
1m
348 Ibs.
Is
979 Ibs.
II
1971bs.
Illm
1201 lbs.
llls
208Ibs.
IV
170lbs.
Adjusted ASD Capacity
170 lbs.
• • • •
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• Bolt bending yield strength of 45,000 psi is assumed.
• The Adjusted ASD Capacity is only applicable for bolts with adequate end distance, edge distance and spacing per NDS chapter 11.
• ASTM A36 Steel is assumed for steel side members 1/4 in. thick, and ASTM A653 Grade 33 Steel is assumed for steel side members less
than 1/4 in. thick.
While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the
information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design
prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use.
The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University.
Support for development of the Connection Calculator was provided by American Wood Council.
•
•
http://www.awc.org/calculators/connections/ccstyle.asp?design_method=ASD&connection... 1 /5/2015
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Structural Engineers 40114 2520 N.W. 97th Avenue, Suite #240
Threshold Inspectors 0947 Doral, Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building InspectorBN 3318 Email: jfbengiabellsouth.net
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State Building InspectorBN 3318 Email: jfbengCbellsouth.net
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Threshold Inspectors 0947 Doral, Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building Inspector BN 3318 Email: jibeng tabellsouth.net
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State Building InspectorBN 3318 Email: jfbengCbellsouth.net
www.juanfernandezbarquinpe.com
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Doral, Florida 33172
PH: 786-336-0881 Fax: 786-336-0884
Email: jfbengerbellsouth.net
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2520 N.W. 97tt' Avenue, Suite #240
Doral, Florida 33172
PH: 786-336-0881 Fax: 786-336-0884
Email: jfbengCbellsouth.net
www.juanfernandezbarquinpe.com
PROJECT NAME /0-5-D ,f16 / 7 57
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lengths apply to the two axes: sheathing nailed to the stud prevents buckling about the y-axis, but
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v
lateral brace
Fig. 1. Wood compression
element showing different
unbraced lengths for x- and
Fc (psi) = varies
Column size
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Capacity (lb)
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Emin (psi) Fc (psi)
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•
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C l'tFi,r NuF.'.. Jli;.l), 'A'FiLE 1Cn'.'SP`.2.D.0
28"
J'1N0
e
Juan Fernandez-Barquin, P.E.
Structural Engineers 40114
Threshold Inspectors 0947
State Plans Examiner PX 1305
State Building InspectorBN 3318
2520 N.W. 97th Avenue, Suite #240
Doral. Florida 33172
PH: 786-336-0881 Fax: 786-336-0884
Email: jfbeng@bellsouth.net
www.juaufernandezbarquinpe.com
PROJECT NAME /Q.W N� /O7 J�� coe
'Southern Pine
3rade
Lumber dimensions:
based on 2012 NDS
IJ( 580,000 ' 1100
Note that Fc for Southern
Pine dimension lumber
includes a size factor and
therefore varies with
�v( different sizes.
A height value of zero
ICI means that the column is
continually braced about
that axis
Duration of load factor,
Cd
110.90
ji oors (wet service
conditions)?
1 No.3 grade is available for
Unbraced height, KL (ft), dimension lumber only
x-axis
--i
10.20
Unbraced height, KL (ft),
y-axis
0.00
For built-up columns:
(Use bolts with Kf = 0.75 LJ
2x4
2-2x4 2,969
3-2x4 4,453
2x6 4,265
2-2x6 8,529
3-2x6 12,794
2x8 6,541
2-2x8 13,083
3-2x8 19,624
2x10 8,679
2-2x10 17,358
3-2x10 26,037
2x12 10,515
2-2x12 21,029
3-2x12 31,544
4x4 3,464
4x6 9,951
4x8 15 • 263••••'. _ —
•
4x10 • • Z0,251 •
4x12 • •• •24,534• ••• �•
•• •
•
•
Beams and %ft' t rs •
Fc (psi) = n/a
Column size
6x10
6x12
8x12
•
•'E'r'n n•(psi) an/fa • -- --
�apacit� (gib e1..._._.••••••
• •
.• ••
• •
••
• • •
• • • •_�.__
••••.•
•
Posts and ltjmhers Fc (psi) =n/a ffhin!psi) =ear:
Column size Capacity tib;
6x6
6x8
8x8
8x10
10x10
10x12
12x12
Capacity calculation values for: '2x4
x-axis dimension = 3.5 in.
y-axis dimension = 1.5 in.
Cf included in allowable stress value for Southern Pine
Cm or wet service factor = 1
Cd or load duration factor = 0.9
Fc = 850 and F*c = Fc x Cm x Cd = 765
Values for x-axis buckling:
See values of E'min above. FcE = 0.822 x E'min / (1e/d)^2 = 315.9 psi.
Kf = 1 for solid columns.
Cp or stability factor includes Kf and equals: 0.37
Values for y-axis buckling:
See values of E'min above. FcE = 0.822 x E'min / (le/d)^2 = 0 psi.
Kf = 1 for solid columns.
Cp or stability factor includes Kf and equals: 1
Capacity'of.2x4 = F*Cc x minimum Co x area = 765 x 0.37 x 3.5 x 1.5 = 1484 Ib.
•
L::DA-2.DCC
•••
•
•
Juan Fernandez-Barquin, P.F.
Structural Engineers 40114 2520 N.W. 97's Avenue, Suite t240
Threshold Inspectors 0947 Doral, Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building Inspector BN 3318 Email: jfbengla bellsouth.net
www.juanfernandezbarquinpe.com
PROJECT NAME /P 54) /VE /07 5/.
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Juan Fernandez-Barquin, P.E.
Structural Engineers 40114
Threshold Inspectors 0947
State Plans Examiner PX 1305
State Building InspectorBN 3318
2520 N W. 97th Avenue, Suite #240
Doral, Florida 33172
PH: 786-336-0881 Fax: 786-336-0884
Email: jfbengCbellsouth.net
www.j uanfernandezbarquinpe.com
PROJECT NAME /05i, /V
/ P7 57t
ENGINEER DATE ® // 2 / 1� PAGE .(3''
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En;;; rF . - .;;AD,_.._rn.
Juan Fernandez-Barquin, P.E.
Structural Engineers 40114
Threshold Inspectors 0947
State Plans Examiner PX 1305
State Building Inspector BN 3318
2520 N.W. 97's Avenue, Suite t240
Doral, Florida 33172
PH: 786-336-0881 Fax: 786-336-0884
Email jfbengCbellsouth.net
mcw.j uanfernandezbarquinpe.com
PROJECT NAME
ENGINEER
/050 ,UE
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DATE f-2421/ 5-
PAGE !
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O AI FERNANDE , IUAN) [
VDFF,CE MISC\O F!CE FORW:SVCALCULATION SHEET JFt CUADRICULAUA-2.L)CC
Tr,
Table 413 Reference Design VaUe.es far Viseta 1y Graded Southern € c€ e aktierESECE1
Lumber (2" - 4" th ck)1,2,3,4,5 }'
(Tabulated design values are for normal load duration and dry service conditions, unless specified
otherwise. See NDS 4.3 for a comprehensive description of design value adjustment factors.)
USE WITH TABLE 4B ADJUSTMENT FACTORS
Species and
commercial grade
Size
classification
Design values, in pounds per square inch (psi)
Grading
Rules
Agency
Bending
Fb
Tension
parallel
to grain
F,
Shear
parallel
to grain
F"
Compression
perpendicular
to grain
Fcl
Compression
parallel
to grain
F,
Modulus
of
Elasticity
E
E min
SOLITHERNPINE a
;.,'?
Dense Select Structural
3,050
1,650
175
660
2,250
1,900,000
690,000
Select Structural
2,850
1,600
175
565
2,100
1,800,000
660,000
Non -Dense Select Structural
2,650
1,350
175
480
1,950
1,700,000
620,000
No.1 Dense
2,000
1,100
175
660
2,000
1,800,000
660,000
No.1
2° - 4" wide
1,850
1,050
175
565
1,850
1,700,000
620,000
No.1 Non -Dense
1,700
900
175
480
1,700
1,600,000
580,000
No.2 Dense
1,700
875
175
660
1,850
1,700,000
620,000
No.2
1,500
825
175
565
1,650
1,600,000
580,000
No.2 Non -Dense
1,350
775
175
480
1,600
1,400,000
510,000
No.3 and Stud
850
475
175
565
975
1,400,000
510,000
Construction
1,100
625
175
565
1,800
1,500,000
550,000
Standard
4" wide
625
350
175
565
1,500
1,300,000
- 470,000
Utility
300
175
175
565
975
1,300,000
470,000
Dense Select Structural
2,700
1,500
175
660
2,150
1,900,000
690,000
Select Structural
2,550
1,400
175
565
2,000
1,800,000
660,000
Non -Dense Select Structural
2,350
1,200
175
480
1,850
1,700,000
620,000
No.1 Dense
1,750
950
175
660
1,900
1,800,000
660,000
No.1
1,650
900
175
565
1,750
1,700,000
620,000
No.1 Non -Dense
5° - 6" wide
"1,500
800
175
480
1,600
1,600,000
580,000
No.2 Dense
1,450
775
175
660
1,750
1,700,000
620,000
No.2
1,250
725
175
565
1,600
1,600,000
580,000
No.2 Non -Dense
1,150
675
175
480
1,500
1,400,000
510,000
No.3 and Stud
750
425
175
565
925
1,400,000
510,000
DenseSelect Structural
2,450
1,350
175
660
2,050
1,900,000
690,000
Select Structural
2,300
1,300
175
565
1,900
1,800,000
660,000
Non -Dense Select Structural
2,100
1,100
175
480
1,750
1,700,000
620,000
SPIB
No.1 Dense
1,650
875
175
660
1,800
1,800,000
660,000
• • • •
No.1
8° wide
1,500
825
175
565
1,650
1,700,000
• 20,000
• ° ••••
No.1 Non -Dense
1,350
725
175
480
1,550
1,600,000
• • 580,000
No.2 Dense
1,400
675
175
660
1,700
1,700,000
•. 6!0,000
. • : •:
No.2
1,200
650
175
565
1,550
1,600,000
• • • •• 580,000
• • •
No.2 Non -Dense
1,100
600
175
480
1,450
1,400,000
• • • • 4660,000
•
No.3 and Stud
700
400
175
565
875
1,400,000
....510,000
• • •
Dense Select Structural
2,150
1,200
175
660
2,000
1,900,000
. • • • /00,000
: •.. •
Select Structural
2,050
1,100
175
565
1,850
1,800,000_
• • • • ipg0,000
• • • • .
Non -Dense Select Structural
1,850
950
175
480
1,750
1,700,000
• 640,000
• •
No.1 Dense
1,450
775
175
660
1,750
1,800,000
• • • t60,000
• •
No.1
10' wide
1,300
725
175
565
1,600
1,700,000
• • • • 680,000
•
No.1 Non -Dense
1,200
650
175
480
1,500
1,600,000
• • 5:0,000
• •
No.2 Dense
1,200
625
175
660
1,650
1,700,000
• j20,000
No.2
1,050
575
175
565
1,500
1,600,000
• • 540,000
•
No.2 Non -Dense
950
550
175
480
1,400
1,400,000
• . 5T0,000
. • • •• ••
••
No.3 and Stud
600
325
175
565
850
1,400,000
510,000
• • •
Dense Select Structural
2,050
1,100
175
660
1,950
1,900,000
690,000
Select Structural
1,900
1,050
175
565
1,800
1,800,000
660,000
Non -Dense Select Structural
1,750
900
175
480
1,700
1,700,000
620,000
No.1 Dense
1,350
725
175
660
1,700
1,800,000
660,000
No.1
12" wide
1,250
675
175
565
1,600
1,700,000
620,000
No.1 Non -Dense
1,150
600
175
. 480
1,500
1,600,000
580,000
No.2Dense
1,150
575
175
660
1,600
1,700,000
620,000
No.2
75
550
1751
565
1,450
1,600,000
580,000
No.2 Non -Dense
900
525
175
480
1,350
1,400,000
510,000
No.3 and Stud
575
325
175
565
825
1,400.000
510,000
• I
• •
• I
• •
•
• •
•T
••.
• i
• •
AMERICAN WOOD COUNCIL
Table 1B Section Properties of Standard Dressed (S4S) Sawn Lumber
Nominal
Size
bxd
Standard
Dressed
Size (S4S)
bxd
inches x inches
Area
of
Section
A
in.2
X-X Axis
Y-Y Axis
Approximate weight in pounds per linear toot (Ib./ft.)
of piecewhen density of wood equals:l
Section
Modulus
Sxx
in.3
Moment
of
Inertia
Ixx
in.4
Section
Modulus
Siy
in.3
Moment
of
Inertia
Iyy
in.4
25 Ib./ft.3
30 Ib./ft.3
35 Ib./ft.3
40 Ib./ft.3
45 Ib./ft.3
50 Ib./ft.3
1 x 3
3/4 x 2-1/2
1.875
0.781
0.977
0.234
0.088
0.326
0.391
0.456
0.521
0.586
0.651
1 x 4
3/4 x 3-1/2
2.625
1.531
2.680
0.328
0.123
0.456
0.547
0.638
0.729
0.820
0.911
1.432
1 x 6
3/4 x 5-1/2
4.125
3.781
10.40
0.516
0.193
0.716
0.859
1.003
1.146
1.289
1.888
1 x 8
3/4 x 7-1/4
5.438
6.570
23.82
0.680
0.255
0.944
1.133
1.322
1.510
1.699
'
1 x 10
3/4 x 9-1/4
6.938
10.70
49.47
0.867
0.325
1.204
1.445
1.686
1.927
2.168
2.409
2.930
1 x 12
3/4 x 11-1/4
8.438
15.82 ,
88.99
1.055
0.396
1.465
1.758
2.051
2.344
2.637
2 x 3
1-1/2 x 2-1/2
3.750
1.563
1.953
0.938
0.703
0.651
0.781
0.911
1.042
1.172
1.302
1.823
2 x 4
1-1/2 x 3-1/2
5.250
3.063
5.359
1.313
0.984
0.911
1.094
1.276
1.458
1.641
2.344
2 x 5
1-1/2 x 4-1/2
6.750
5.063
11.39
1.688
1.266
1.172
1.406
1.641
1.875
2.109
2.865
2 x 6
1-1/2 x 5-1/2
8.250
7.563
20.80
2.063
1.547
1.432
1.719
2.005
2.292
2.578
3.776
2 x 8
1-1/2 x 7-1/4
10.88
13.14
47.63
2.719
2.039
1.888
2.266
2.643
3.021
3.398
4.818
2 x 10
1-1/2 x 9-1/4
13.88
21.39
98.93
3.469
2.602
2.409
2.891
3.372
3.854
4.336
5.859
x 12
1-1/2 x 11-1/4
16.88
31.64
178.0
4.219
3.164
2.930
3.516
4.102
4.688
5.273
,2
2 x 14
1-1/2 x 13-1/4
19.88
43.89
290.8
4.969
3.727
3.451
4.141
4.831
5.521
6.211
6.901
3 x 4
2-1/2 x 3-1/2
8.750
5.104
8.932
3.646
4.557
1.519
1.823
2.127
2.431
2.734
3.038
3.906
3 x 5
2-1/2 x 4-1/2
11.25
8.438
18.98
4.688
5.859
1.953
2.344
2.734
3.125
3.516
4.774
3 x 6
2-1/2 x 5-1/2
13.75
12.60
34.66
5.729
7.161
2.387
2.865
3.342
3.819
4.297
3 x 8
2-1/2 x 7-1/4
18.13
21.90
79.39
7.552
9.440
3.147
3.776
4.405
5.035
5.664
6.293
8.030
3 x 10
2-1/2 x 9-1/4
23.13
35.65
164.9
9.635
12.04
4.015
4.818
5.621
6.424
7.227
9.766
3 x 12
2-1/2 x 11-1/4
28.13
52.73
296.6
11.72
14.65
4.883
5.859
6.836
7.813
8.789
11.50
3 x 14
2-1/2 x 13-1/4
33.13
73.15
484.6
13.80
17.25
5.751
6.901
8.051
9.201
10.35
11.91
13.24
3 x 16
2-1/2 x 15-1/4
38.13
96.90
738.9
15.89
19.86
6.619
7.943
9.266
10.59
4 x 4
3-1/2 x 3-1/2
12.25
7.146
12.51
7.146
12.51
2.127
2.552
2.977
3.403
3.828
4.253
5.469
4 x 5
3-1/2 x 4-1/2
15.75
11.81
26.58
9.188
16.08
2.734
3.281
3.828
4.375
4.922
4 x 6
3-1/2 x 5-1/2
19.25
17.65
48.53
11.23
19.65
3.342
4.010
4.679
5.347
6.016
6.684
8.811
4 x 8
3-1/2 x 7-1/4
25.38
30.66
111.1
14.80
25.90
4.405
5.286
6.168
7.049
7.930
11.24
4 x 10
3-1/2 x 9-1/4
32.38
49.91
230.8
18.89
33.05
5.621
6.745
7.869
8.993
10.12
13.67
4 x 12
3-1/2 x 11-1/4
39.38
73.83
. 415.3
22.97
40.20
6.836
8.203
9.570
10.94
12.30
16.10
4 x 14
3-1/2 x 13-1/4
46.38
102.4
678.5
27.05
47.34
8.051
9.661
11.27
12.88
14.49
18.53
4 x 16
3-1/2 x 15-1/4
53.38
135.7
1034
31.14
54.49
9.266
11.12
12.97
14.83
16.68
5 x 5
4-1/2 x 4-1/2
20.25
15.19
34.17
15.19
34.17
3.516
4.219
4.922
5.625
6.328
7.031
6 x 6
5-1/2 x 5-1/2
30.25 .
27.73'.
76.26
27.73
76.26
5.252
6.302
7.352
8.403
9.453
•
10.50
• .1742
6 x 8
5-1/2 x 7-1/2
41.25
51.56
193.4
37.81
104.0
7.161
8.594
10.03
11.46
•.
12.89•
•
• •1E.14
6 x 10
6 x 12
6 x 14 '
5-1/2 x 9-1/2
5-1/2 x 11-1/2
5-1/2 x 13-1/2
52.25
63.25
74.25
82.73
121.2
167.1
393.0
697.1
1128
47.90
57.98
68.06
131.7
159.4
187.2
9.071
10.98
12.89
10.89
13.18
15.47
12.70
15.37
18.05
:4.51,
11.97
2G 63.
16.33
• 19.77
77• •
• .
624496
• •25:78
29.60
6 x 16
5-1/2 x 15-1/2
85.25
220.2
1707
78.15
214.9
14.80
17.76
20.72
ii.gg8' •
26.64
•
•33.42
6 x 18
5-1/2 x 17-1/2
96.25
280.7
2456
88.23
242.6
16.71
20.05
23.39
26.74
•
30.08
•
34.24
6 x 20
5-1/2 x 19-1/2
107.3
348.6
3398
98.31
270.4
18.62
22.34
26.07
,9.T?
• 33.5 °
6 x 22
5-1/2 x 21-1/2
118.3
423.7
4555
108.4
298.1
20.53
24.64
28.74
30.85 •
36.95•
•41b6
44.88
6 x 24
5-1/2 x 23-1/2
129.3
506.2
5948
118.5
325.8
22.44
26.93
31.41
35.�Q .
• 40.39. •
•
8 x 8
7-1/2 x 7-1/2
56.25
70.31
263.7
70.31
263.7
9.766
11.72
13.67
.1i.6i •
• 17.58
•1.9:53
8 x 10
7-1/2 x 9-1/2
71.25
112.8
535.9
89.06
334.0
12.37
14.84
17.32
;4.7a • ,
22.27
�24.74
29.95
8 x 12
7-1/2 x 11-1/2
86.25
165.3
950.5
107.8
404.3
14.97
17.97
20.96
123.90
.28.13
26.95
8 x 14
7-1/2 x 13-1/2
101.3
227.8
1538
126.6
474.6
17.58
21.09
24.61
31.61 •
• •3 �16
10.36
8 x 16
7-1/2 x 15-1/2
116.3
300.3
2327
145.3
544.9
20.18
24.22
28.26
032.29 •
•3640
36.33
8 x 18
7-1/2 x 17-1/2
131.3
382.8
3350
164.1
615.2
22.79
27.34
31.90
41.02 •
•45.57
8 x 20
7-1/2 x 19-1/2
146.3
475.3
4634
182.8
685.5
25.39
30.47
35.55
40.63
45.70,
•
•50•78
• 55.99
8 x 22
7-1/2 x 21-1/2
161.3
577.8
6211
201.6
755.9
27.99
33.59
39.19
44.79
50.39
61.20
8 x 24
7-1/2 x 23-1/2
176.3
690.3
8111
220.3
826.2
30.60
36.72
42.84
48.96
55.08
10 x 10
9-1/2 x 9-1/2
90.25
142.9
678.8
142.9
678.8
15.67
18.80
21.94
25.07
28.20
31.34
37.93
10 x 12
9-1/2 x 11-1/2
109.3
209.4
1204
173.0
821.7
18.97
22.76
26.55
30.35
34.14
44.53
10 x 14
9-1/2 x 13-1/2
128.3
288.6
1948
203.1
964.5
22.27
26.72
31.17
35.63
40.08
51.13
10 x 16
9-1/2 x 15-1/2
147.3
380.4
2948
233.1
1107
25.56
30.68
35.79
40.90
46.02
57.73
10 x 18
9-1/2 x 17-1/2
166.3
484.9
4243
263.2
1250
28.86
34.64
40.41
46.18
51.95
64.32
10 x 20
9-1/2 x 19-1/2
185.3
602.1
5870
293.3
1393
32.16
38.59
45.03
51.46
57.89
70.92
10 x 22
9-1/2 x 21-1/2
204.3
731.9
7868
323.4
1536
35.46
42.55
49.64
56.74
63.83
77.52
10 x 24
9-1/2 x 23-1/2
223.3
874.4
10270
353.5
1679
38.76
46.51
54.26
62.01
69.77
AMERICAN WOOD COUNCIL
Juan Fernandez-Barquin, P.E.
Structural Engineers 40114 2520 N AV. 97th Avenue, Suite #240
Threshold Inspectors 0947 DoraL Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building InspectorBN 3318 Email: jfbengCbellsouth.net
w w.juanfernandezbarquinpe.com
PROJECT NAME
ENGINEER
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DATE ©Z/ / / 5 PAGE
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Juan Fernandez-Barquin, P.E.
Structural Engineers 40114 2520 N.W. 97th Avenue, Suite Ir240
Threshold Inspectors 0947 Doral, Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building InspectorBN 3318 Email: jfbeng@'bellsouth.net
www.juanfernandezbarquinpe.com
PROJECT NAME /7 /VE /©7 _s24'
ENGINEER • DATE o2/72/i PAGE 35
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2,969 .
Pine dimension lumber 3-2x4
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includes a size factor and 2x6
----
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4,265
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Grade therefore varies
with 2-2x6 / ' 8,529
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3-2x6 12,794
2x8 6,541
2-2x8 13,083
3-2x8 19,624
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A height
2-2x10 17,358
value of zero 3-2x10 26,037
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(based on 2012 NDS 1,3 means
that the column is 2x12 10,515
continually braced about 2-2x12 21,029
that axis
3-2x12 31,544
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Duration of load factor, 4x4 3,464
Cd
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4x8 15,263
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Unbraced height, KL (ft), t Column size Capacity (Ib)
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12x12
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_ Capacity calculation values for: I3-2x4 LJ
x-axis dimension = 3.5 in.
y-axis dimension = 4.5 in.
Cf included in allowable stress value for Southern Pine
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Cm or wet service factor = 1 '�-"J`--I�--'-
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Cd or load duration factor = 0.9 6 it_
Fc=850 and F'c=FcxCmxCd=766
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Values for x-axis buckling:
See values of Emin above. FcE = 0.822 x E'min / (le/d)^2 = 315.9 psi.
+
For built-up columns only, the value of Kf = 1 for buckling about the x-axis.
-,
Cp or stability factor includes Kf and equals: 0.37
Values for y-axis buckling: -' r
-'-
----_.'--
See values of Emin above. FcE = 0.822 x E'min / (le/d)^2 = 0 psi.
`or nailed built-up columns only, the value of Kf = 0.6 for buckling about the y-axi -"'-"
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rkestrnit Expeditors,
786.639.9008
PermitExpeditors©gmail.com
U.y,_DEP.VRTMENT OF HOMELAND SECURITY
FEDERAL EMERGEN f MANAGEMENT AGENCY
'National Fthod /nsurace Program Important: Read the instructions on pages 1-9.
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: July 31, 2015
SECTION A - PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Buik ng Owner's Name GABRIEL MARTIN KUSKUNOV
Policy. Number:' ,
A2. Building Street -Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
1054NE.107TH STREET
City MIAMI SHORES
State FL
ZIP Code 33161
Company NAIC Number:
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 1, BLOCK 4 OF MIAMI SHORES ESTATES„ PB 47, PG 58, DCR, FOLIO#11-2232-028-0520
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory
A5. Latitude/Longitude: Lat. N25°52'26.4" Long. W80°10'33.2"
A6. Attach at least 2 photographs of the building if the Certificate is being
A7. Building Diagram Number 1A
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) N/A
b) Number of permanent flood openings in the crawlspace
or enclosure(s) within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0
d) Engineered flood openings? ❑ Yes ® No
, etc.) RESIDENTIAL
Horizontal Datum: ❑ NAD 1927 ® NAD 1983
used to obtain flood insurance.
sq ft
sq in
A9. For a building with an attached garage:
a) Square footage of attached garage N/A sq ft
b) Number of permanent flood openings in the attached garage
within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A9.b 0 sq in
d) Engineered flood openings? ❑ Yes ® No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
MIAMI SHORES 120652
B2. County Name
MIAMI-DADE
B3. State
FLORIDA
B4. Map/Panel Number
12086C0306
B5. Suffix
L
B6. FIRM Index Date
9/11/09
B7. FIRM Panel
Effective/Revised Date
9/11/09
B8. Flood
Zone(s)
X
B9. Base Flood Elevation(s) (Zone
AO, use base flood depth)
N/A
B'l0. Indicate the source of he Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM 0 Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 0 Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?
Designation Date: N/A ❑ CBRS ❑ OPA
❑ Yes No
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
•
C1. Building elevations are based on: ❑ Construction Drawings* 0 Building Under Construction*
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30,
below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: DCBM#B-26-RA EL:17.23' Vertical Datum: NGVD
Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑
Datum used for building elevations must be the same as that used for the BFE.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.92
b) Top of the next higher floor N/A.
c) Bottom of the lowest horizontal structural member (V Zones only) N/A.
d) Attached garage (top of slab) N/A.
e) Lowest elevation of machinery or equipment servicing the building 9.29
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 8.37 ® feet
g) Highest adjacent (finished) grade next to building (HAG) 9.04 ® feet
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A. 0 feet
•• •• •• ••
• • • • •
NAVD 1988 0 OfhLffSdurce: • •
•••• • ••
CheclotI®reasurer$Qi t tvgd.
• MCA ❑ meters
• 12112Et ❑ mete,
• T Je ;t Q Rffte r3
• ❑ get Q WWII
® feet ❑ Wefts
❑ meters
❑ meters
El meters
•
• • •® Einished CoAs'ijction •
• • • • •
•
ART,AH,r4F:AO. Cemplet2 Items ©2a+t►•
•
• ••
•
•
•
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
0 Check here if attachments. licensed land surveyor? ® Yes ❑ No
Certifiers Name ROBERT L. THOMPSON License Number 3869
Title PROF. LAND SURVEYOR Company Name ACCURATE LAND SURVEYORS
Address 1150 E ATLANTIC BOULEVARD City POMPANO BEACH State FL ZIP Code 33060
Signatt€4 �/�� Date 6/30/15
Telephone 954-782-1441
FEMA Form 086-0-33 (7/12)
See reverse side for continuation. Replaces all previous editions.
V LLB V I%I 'VI\ VVI% 111 IV/nil, r/wyc
I1v1PORTANT: In these spaces, copy the corresponding information,from Section A.
' Building Srireet Add=.ess (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
1;50 NE 107TH STREET
FOR INSURANCE COMPANY USE
Policy Number:
City MIAMI SHORES State FL ZIP Code 33161
•
Company NAIC Number:
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments JOB NO 14-1278 15-2215 A5: Lat and Long was obtained using a hand held GPS unit. C2E: A/C PAD
7f. x �o/r
Signature ROBERT L. THOMPSON
Date 6/30/15
SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet 0 meters 0 above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is ❑ feet 0 meters 0 above or 0 below the HAG.
E3. Attached garage (top of slab) is ❑ feet 0 meters 0 above or 0 below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is _. 0 feet ❑ meters 0 above or 0 below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes 0 No 0 Unknown. The local official must certify this information in Section G.
SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address
City State
ZIP Code. • •
• . •
Signature
Date Telepho:e • • .•
•
Comments
• •
• •
• . . •
•�
•• •• . • •• . • •• ••
• • ❑ Ch Eck i•
e.e if attachments.
SECTION G — COMMUNITY INFORMATION (OPTIONAL) . • • • • • •• • ••
•The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can c m I to Section% A, 8, C (or 0.4,0
of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10' Iti'P,J ?to Rico only!enter metes. •
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Canfrients area B l8w.)' •
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone40.
G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes.
G4. Permit Number
G5. Date Permit Issued
G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: . 0 feet 0 meters Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum
G10. Community's design flood elevation: 0 feet ❑ meters Datum
Local Official's Name
Title
Community Name
Telephone
Signature
Date
Comments
❑ Check here if attachments.
FEMA Form 086-0-33 (7/12)
Replaces all previous editions.
LE`.6ATION CERTIFICATE, page 3
Building Photographs
See Instructions for Item A6.
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
1050 NE 107TH STREET
Policy Number:
City MIAMI SHORES State FL ZIP Code 33161
Company NAIC Number:
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions
for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side
View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as
indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
,
•
•
•
•
- III
FRONT VIEW 6/30/15 FRONT DOOR 6/30/15
.
REAR VIEW 6/30/15
FEMA Form 086-0-33 (7/12)
Replaces all previous editions.
Juan Fernandez-Barquin, P.E.
Structural Engineers 40114 2520 N.W. 97th Avenue, Suite 4240
Threshold Inspectors 0947 Doral, Florida 33172
State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884
State Building InspectorBN 3318 Email: jlbeng@bellsouth.net
www.juanfernandezbarquinpe.com
AUGUST 21, 2015
CITY OF MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
10050 N.E. 2ND AVENUE
MIAMI SHORES, FLORIDA 33138
ATTN: BUILDING OFFICIAL
RE: 1050 NE 107th STREET, MIAMI, FLORIDA - STRUCTURAL COMMENTS
1. This is a level "3" alteration for structures. Please demonstrate that the roof, walls, footings, beams columns and
doors/windows comply with FBC-2014.
This is a level three under 30%. Attached please find the letter tnat the structure is not being diminished by the
work being completed.
2. Where walls are being demolished, specify shoring.
We added shoring details. Please see revised sheets.
3. Provide special inspection forms for masonry, soil compaction and steel connection.
Attached to the submittal are the forms in triplicate.
4. On the elevations (S-13) specify sizes and NOA's number of doors and windows.
NOA's to be submitted separately.
•...
••
5. Please make sure all the code references are in accordance with FBC-2014 and those standards art.used in the •
•. . structural calculations. .. .
• • • • • •.
•. .
This job was submitted before the deadline and therefore must comply with FBC 2010.
The latter was added to the plans.
If you have any questions, please call.
Respectfully,
Jt.
n F-rnand
in, P.E.
St • . ural Registration No.. 40114
Threshold Inspector No: ... 0947
State Building -Inspector No.. BN3318
Plans Examiner No... PX1305
•
•.....
•.•.• •• •
• • • •
• • • • ••
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• .
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•.....
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• •
• . •
.. •
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• ••
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\DOCS\PAULA SPIRK\LETTERS \BLDG COMMENTS 1050 - II.DOCX
NOTE: ALL SHEET MUST BE REVIEWED
MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES
Herbert S. Saffir Permitting and Inspection Center
11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000
APPLICATION FOR MUNICIPAL PERMIT APPLICANTS
THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE
AND/OR ENVIRONMENTAL SERVICES
PROVIDE MUNICIPAL PROCESS NUMBER HERE
LOCATION OF
IMPROVEMENTS
Job Address /16.V) Ai /O ? S %
CONTRACTOR
INFORMATION
Contractor No. --.0ls(; / \ 0 "4l6/
Last four (4) digits of Qualifier No. .3494' .�
Folio // - az 3'2-CZ: — O V ZO
Contractor Name GJ11-e' '4 .,- er ae A4r..aeri
Lot Block
Qualifier Name ."M'.+n) `"";r1.. flM eel
Subdivision PBpg_
Address ? . SK' `3-9` 74---(...
Metes and bounds
City r--7 ` `f--- y s State Jez: Zip,3../' 1s
TYPE OF
IMPROVEMENTS
[ ] New Construction on
Vacant Land
[ /Alteration Interior
[ ] Alteration Exterior
[ ] Relocation of Structure
[ ]Enclosure
[ ] Repair
[ ] Repair Due to Fire
[ ] Demolish
[ ] Shell Only
[ ] Addition Attached
[ ] Addition Detached ------
[ ] Re -Roof
[ ] Foundation Only "-------.
[ ] Tent
WI)Value
Current use of property A/6z
Description of Work--v-�'�0L P-0cz/nit'
Sq. Ft. 23.414 Units Floors
of Work ‘l -
•
i PERMIT TYPE
[✓(MBLD"
Category 0 'Z--._
REVIEW STATUS
[ ] Chg. Contractor
[ ] Re -Issue
[ ] Re -Stamp
[ ] Revision
[ ] Not Applicable for
Fire
OWNER'S NAME
Owner
Address
[ ] MELE
City State Zip
[ 1•M<LPG
Phone
[ % A4MtC ••_
Last four (4) digits of
Owner's Social Security No.
•• •
[ OM ••
•? _
• •••
• . .
• PEDs O
,?cT
PICK•UP PLANS.
•
Narpe •.-J (J4:.4•4't/ d - --V'
ARCHITECT /
ENGINEER
Owner
Adcfress • To • i< 22-6 L4
Address
• •• •
Cit•y!'} / State Zip -3'32Z
City State Zip
•!
P•• _
�� •���
Phone
•.•••• • •
•
FIRE SPECIAL
REQUEST PLAN •
REVIEW (SRI) • •'
• •
••• • • ••
I are requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $209 for the first hour
and $71.50 per each additional hour in addition to the review fees. Minimum charge one -hour.
1st Request: Date:
2"d Request: Date:
3rd Request: Date:
PERA OPTIONAL PLAN
REVIEW (OPR)
I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline.
Additional review fees may apply.
1st Request: Date:
2"d Request: Date:
3'd Request: Date:
123 01-192 4/14
CATEGORY
BUILDING
01
02
08
10
15
29
48".
55
56
86
88
91
92
95
96
97
99
0100
0101
0107
0110
0111
0112
ELECTRICAL
04
16
38
LPGX
01
02
04
BUILDING PERMIT CATEGORIES
DESCRIPTION
GENERAL BUILDING -COMMERCIAL
SUB -GENERAL BUILDING -RESIDENTIAL
CANVAS AWNING
COMMUNICATION TOWER
DEMOLITION
METAL AWNING & STORM SHUTTER
SCREEN ENCLOSURES
SWIMMING POOL
TENNIS COURTS (SURFACE PAVING)
TRAILER TIE DOWN
WALK-IN COOLER
MARINAS
LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH
MODIFIED, SINGLE PLY)
SHINGLES (ASPHALT, FIBERGLASS)
SHINGLES (METAL ROOFSNVOOD SHINGLES & SHAKE)
STAGE 2 VAPOR RECOVERY SYSTEM
SOIL IMPROVEMENT
BULK STORAGE PROPANE TANK
REMOVABLE STORM PANELS
TILE ROOF
WATER MAIN
SITE PLAN
INDOOR EVENT/EXHIBIT
FIRE ALARM SPECIALTY
SPECIALTY WIRING
GENERATORS
LIQUEFIED PETROLEUM GAS <
MISCELLANEOUS
LIQUEFIED PETROL. GAS/STATE
MECHANICAL
. 09 ABOVE/BELOW GROUND TANKS/PUMPS
& POLLUTANT STORAGE SYSTEM
38 COMMERCIAL HOODS
43 FIRE CHEMICAL
46 SPRAY BOOTHS
48 SMOKE CONTROL
52 RESIDENTIAL ELEVATOR
FIRE
32
FIRE SPRINKLER
PERMIT TYPE
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
MBLD
••.•
•. •
• . .
101ELE ••••••
•":'IOIELE •• •
••••'riIELE
• .
• • •
•• • • ••.
• . .
•
• •.
•.'•. MLPG'„•• •
••• ••1VILP.G
• •• � 1LPG
• • ••••..•
MMEC
MMEC
MMEC
MMEC
MMEC
MMEC
FIRE
•.•••.
.'•
•
•
•
•
••...
•'
•
•...••
• •
• •
Occupancy Type: Load:
BUILDING
PERMIT APPLICATION
(► BUILDING
]PLUMBING
JOB ADDRESS:
ELECTRIC ❑ ROOFING REVISION
❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
10SO NE 10) Si
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
FBC 20'.
Master Permit No. (ZC - S -15 - t?.( ?
Sub Permit No.
❑ EXTENSION El RENEWAL
❑ CANCELLATION ❑ SHOP
DRAWINGS
City: Miami Shores
County: Miami Dade Zip: 3 31 C i
Folio/Parret#: t i -- . 3Z - O —OS 2. Is the Building Historically Designated: Yes NO
Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): C=AARtip- Kos Ku iJoJ
Address: 10s0 e 1C-4
City: 1- i A ' i'k C01.6&
State: �1--
Phone#: ( ()
Zip: 331 (0 1
Tenant/Lessee Name: Phone#:
Email: ••••_
....
• . . .
. • CONTRATOR •.aomparlylr4.rrg: ROI c 5 r hone#:
• Address: '-\ W .p1A. • 9 •
• **air.
. •
�'!i . ,�t• ; . State: A f L Zip: 3'3
. .
• •'WaUfer p1� !, ? A.^'1.► rt-s-d , a nJ by 2
• .• •• ••
• • State Certification or Refits", n #: / S""o' 1 C / Certificate of Competency #:
•
"" dEtIGNEti:;lLrchiect/£nggneer• jiJA 1 t u ci. Z..% . t 1. A re"1(.41ct Phone#:
• • . •• ••
• AcJress• • • • • • • •
Value of Work.for this Permit: $ Er Square/Linear Footage of Work:
Type of Work: ❑ Addition EYAlteration
Description of Work: z-Atarutiojt, g" t,icui rirrJ
r s�-ti.1 "4 s2 .s .i ti..
2cr- c'- 7. �
City:
Phone#:
State: Zip:
231(4 5�=.
❑ New ❑ Repair/Replace
ruELO kiy11 r..J `% +� a b cacrZ_a
❑ Demolition
7A 1a1-. NG e.Q C tiOF ..) 7
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
CCF $ CO/CC $
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
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. l 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 taws 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 appiicant 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 fi ' spection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the
inspection 1 , gt be 'p • • ved • d a spection fee will be charged.
•
• • • •Vgnature
•
• • pkti ei� or AGENT
• • •
• The foregoingInstrumeagt�vassacknowiedged before me this
•
••
Z a • Hof trim ,2Q__, ' by
• . : • :Iwho is personally kno to
•
,
..pj� or who has t3roducaci . .
. ... • . •.
identiiicalian•arid who did take an oath.
NOTARY PUBLIC:
,‘„, „uj, JULIAN A CARDONA
Si n: •' %* Notary Public - State of Florida
flruui,il iun # PI' f 9t�Jt0
Print: • tal.d y pmm) afz2 ExpiA,I4O19
., Bonded tirough National Notary Assn. `
seal: - — — — — —
as
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of ,20 by
who isperson nown to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sig
Print:
Seal:
JULIw , a A CARDONA
Notary Public -State
onded through National Notary Assn.
•it,•*****•**•••*********•*••••***.***•*•*•••***•*••****•••**•***•*****••**•••*•***•••*•**•***•***•***•A••**
APPROVED BY Plans Examiner Zoning
Structural Review
Clerk
1Revised02/24/2014)
MIAMI'DADE
CQIINTIY
SECTION 1
Department of Regulatory and Economic Resources
Environmental Resources Management
701 N.W. 1st Court, 2nd Floor
Miami, FL 33136
AFFIDAVIT FOR ASBESTOS SURVEY
a. Project Type: ❑ Demolition Renovation Process #
b. Project Name Address /1 SSC ✓✓/ %O ? .57
City ,n/7/FIi--7/ SM'2' State �'� Zip Code 33%%/ Folio //223Z- 0 4 k -Alt Z-a
c. Project Dates (mm/dd/yy): Start O /V//TS Finish / Z`/.S j %J -
d. Contractor �,41-1' /7-0 77.--.1.1/1--%/7 a Florida License # �r,� %S-0 Z7/y /
e. Contractor Address Y'720 44/ 1?. 72=-4.___ r+%M 1y F/ Contractor Telephone (3") .7 i.0 Z zo %
I
f. Give a brief description of work to be done at the above mentioned address: (include scope of work and the estimated area in
square feet that will be impacted by the project)
4..a,./'TG-n-/DQ /2.Ecye. v 4T7- ,.. gV ' , 4.4/i iv YwS x .. cry ez_
,vczv 1•07..Ci e04.-AL rot-,,,2, e .jP.¢ i iv 77 r✓G / 4V oe.
7
SECTION II
I, the undersigned, hereby attest that 1 am aware of the following:
1. Pursuant to 40 CFR 61, subpart M, section 145(a) and 469.001-015 Florida Statutes, an asbestos survey at the above referenced
property may be required prior to any renovation or demolition activity.
2. Pursuant to 40 CFR 61, subpart M, section 145(a) and 469.001-015 Florida Statutes, all regulated asbestos containing materials
(RACM) must be removed prior to any renovation activity that may impact the RACM at the above referenced property.
3. Pursuant to 40 CFR 61, subpart M, section 145(a) and 469.001-015 Florida Statutes, all regulated asbestos containing materials
(RACM) must be removed prior to any demolition activity that impacts the RACM at the above referenced property.
4. Pursuant to 40 CFR 61, subpart M, section 145(a) and 469.001-015 Florida Statutes, a written notification must be submitted to DERM
at least, 361 avorking days prior to demolition or asbestos abatement activity at the above referenced property.
••Ad !'tio al I aut . ze M • -o.de County officials to inspect the premises during the project dates provided above. I am also aware that
• •violation. of � oa fe g� r- ulations may result in civil or criminal prosecution or both and penalties and fines of up to $25,000
• • ae?r'day; p r vio do
• •
••Name in Print •wner, Lesimp“\uthorized Representative)/Title Address (Owner, Lessee or Authorized Rep.)
• •
•. . •
• G!s-e Ae 210N,. k as i/ J
•
•Signature (OvYner, lessee dr A'uth4rized Representative Telephone Number
••• .
with otarixdol4. orizatiog Letter)
• _.-.•
• • •
•••n• •.�,. ••
• • • The foregoing instrument was acknowledged before me this
O,5_ STATE OF FLORIDA )
COUNTY OF DADE) ss:
day of
r
by 6�,3''Z/c1 fyl v 5/11 �✓
2013
who has produced, as identification and who did (did not) take an oath.
.4r°. JUUAN A CARDONA
?° r Mary •
Public - State o1 Florida
+� .�, Commission •FF 191910
Om. Expires Jan 21, 2019
s� ugh National Notary Assn.
Received by Name of RER Personnel/Section
161 01-154 9/12
otary Public, State of Florida•at,Large
Dated Signature
THIS IS NOT A NESHAP NOTIFICATION —A SEPARATE NOTIFICATION MUST BE
SUBMITTED FOR RENOVATION OR DEMOLITION
See Reverse Side for Additional Information
