RC-18-1189\' '72lp(r
Re �a -naq
Re �a -naq
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date: 01/04/2019
Location Address Parcel Number
46 NE 93 ST, Miami Shores, FL 33138 1132060130190
Contacts
Permit NO.: RC-5-18-1189
Permit Type: Building (Residential)
work classification: Garage Enclosure
Permit Status: Approved
Expiration: 07/03/2019
SILVINA E FAR
Owner
MARCOS LEDESMA Owner
46 NE 93 ST, MIAMI SHORES, FL 33138
46 NE 93 ST, MIAMI SHORES, FL 33138
Other:3054958880
Other:3054958880
MARCOS LEDESMA
Applicant CONSTRUCTION DEVELOPER GROUP Contractor
46 NE 93 ST, MIAMI SHORES, FL 33138
CORP
Other: 3054958880
GUSTAVO ASMAN
20381 NE 30 AVE 414, AVENTURA, FL 33180
Business: 3052151988
Inspection Description: GARAGE CONVERSION INTO Valuation: $ 12,993.00 Inspection Requests:
4949
1 BEDROOM & 1 BATHROOM
TotalSq Feet: 300.00
Fees
Amount
CCF
$7.80
DBPR Fee
$5.85
DCA Fee
$3.90
Education Surcharge
$2.60
P&Z Review Fee
$35.00
Permit Fee
$189.79
Residential Application Fee
$200.00
Scanning Fee
$45.00
Structural Review ($90)
$90.00
Technology Fee
$9.74
Total:
$589.68
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$589.68
Credit Card
01/04/2019 $389.68
Deposit
12/26/2018 $200.00
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating c i struc . n and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Signature: Owner
/ Applicant / Contractor / Agent
Date
January 04, 2019 Page 2 of 2
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Certificate of Completion
Miami Shores Village
10050 N.E. 2nd Ave, Miami Shores, Florida 33138
Tel: 305-795-2204 Fax: 305-756-8972
Building Inspection Department
Description: GARAGE CONVERSION INTO
1 BEDROOM & 1 BATHROOM
t Permit Type Building (Residential) Bldg. Permit No. RC-5-18-1189
t ,
y Owner SILVINA E FAR Contractor CONSTRUCTION DEVELOPER GROUP CORP
` Subdivision/Project Date Issued 10/25/2019 ` �,:;
Construction Type Occupancy
Type —� r
f Square Footage 300.00 Flood Zone X
4 s�
Location If the building is located in a special flood hazard area documentation of the as -built lowest floor
46 NE 93 ST elevation or lowest horizontal structural member has been provided and is retained in the records of
Miami Shores, FL 33138 g}
Miami Shores Village.
This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the
} ,SNORES time of issuance this structure was in compliance w the various ordinances of the jurisdiction
b << regulating building construction or use.,
Building Officials Approval Ismael Naranjo, CBO1V'rEs is
F
�O RIOp' Not Transferable 1. Al!
POST IN A CONSPICUOUS PLACE
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`�ortFs Li
Miami Shores Village
o �+ Building Department
10050 NE 2 Ave
"`?�'� Miami Shores FL 33138
_O04
Rlof'
INSPEt ION REQUESTS: (305)762-4949 or log on at https:Hbldg.msvfl.gov/energov_prod/selfservice
Requests -must be received by 3:30pm POST ON SITE
WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - TOOPM 32060 30 90
SATURDAY 8:00AM - 6-00PM.
NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS
BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY .
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE
READILY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND
EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR
EXPENSE ENTAILED IN THE REMOVAL OR RgPLACEMENT OFANY MATERIAL REQUIRED TO ALLOW INSPECTION .
Owner's Name: SILVINA E FAR Owner's Phone: (305)495-8880
Job Address: 46 NE 93 ST Total Square Feet: 300
Miami Shores, FL 33138 rota) Job Valuation: $ 12,993.00
Contractor(s) Phone Address
CONSTRUCTION DEVELOPER GROUP (305)215-1988 20381 NE 30 AVE 414, AVENTURA, FL 33180
Description: GARAGE CONVERSION INTO
1 BEDROOM & 1 BATHROOM )
JOB AT TIME UF
iiz -53 i P tee• P.'
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE -OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCEMENT.
Page 1 of 1
INSPECTION RECORD 3-1
STRUCTURAL
INSPECTION DATE IN P
Foundation
Stemwall
Slab
Columns (1st Lift)
Columns (2nd Lift)
Tie Beam
Truss/Rafters
Roof Sheathing
Bucks
Interior Framing
Insulation
Ceiling Grid
Drywall
Firewall
Wire Lath
Pool Steel
Pool Deck
Final Pool
Final Fence
Screen Enclosure
Driveway
Driveway Base
Tin Cap
In -Progress
Roof Installaticn
Roofing Final
Shutters Attachment
Final Shutters
Rails and Guardrails
ADA compliance
DOCUMENTS
Soil Bearing Cert
Soil Treatment Cert
Floor Elevation Survey
Reinf Unit Mas Cert
Insulation Certificate
Spot Survey
Final Survey
Truss Certification
STRUCTURAL COMMENTS
WINDOWSDOORS
INSPECTION
DATE INSP
Attachment
INSPECTION
WORKSPUBLIC
DATE INSP
Excavation
ELECTRICAL
INSPECTION
DATE INSP
Temporary Pole
30 Day,Temporary
Pool Bonding
Pool Deck Bonding
Pool Wet Niche
Underground
Footer Ground
Slab
Wall Rough
Ceiling Rough
Rough An,p
r.
Telephone Rough
Telephone Final
TV Rough--,
TV Final
Cable Rough
Cable Final
Intercom Rough
Intercom Final
Alarm Rough
Alarm Final
Fire Alarm Rough
Fire Alarm Final
Service Work With
ELECTRICAL COMMENTS
INSPECTION DATE INSP
Final Sprinkler
Final Alarm
EM
PLUMBING
INSPECTION
DATE
INSP
Rough
% /c
Water Service
2nd Rough
Top Out
Fire Sprinklers
Septic Tank
Sewer Hook-up
Roof Drains
Gas
LP Tank
Well
Lawn Sprinklers
Main Drain
Pool Piping
Backflow Preventor
Interceptor
atch Basins
Condensate Drains
HRS'Final;
wwwoma 779
• PLUMBING COMMENTS
r
INSPECTION DATE INSP
Underground Pipe
Rough
Ventilation Rough
Hood Rough
Pressure Test
Final Hood
Finat Ventilation
Final Pool Heater
Final Vacuum
MECHANICAL COMMENTS
7
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.O
JOHN MARRA & ASSOCIATES, INC.
Professional Land Surveyors & Mappers
W W W.I BAR RALAN DS U R VEYORS.COM
777 N.W. 72nd AVENUE 4851 TAMIAMI TRAIL NORTH
SUITE 3025 SUITE # 200
MIAMI, FLORIDA 33126 NAPLES, FL 34103
PH: (305) 262-0400 PH: (239) 540-2660
v FAX: (305) 262-0401 FAX: (239) 540-2664
MAP OF BOUNDARY SURVEY
4G NE 93rd STREET, MIAMI 5HORE5, FL 33138
•••YgpD K••••
•
•••• • • •••••
•••••• • •
NE 93rd STREET • • ••••
75' TOTAL RIGHT-OF-WAY • • • • • • • •
±22' ASPHALT -20 • • • • 0 IV...
PVMT.
CMIVED n n
(A) b LINER = 20 FEET
I` F_:
O O
L07 15 W.F.
BLOCr, 2 LOT - 16
BLOCK 2
ENCROACHMENT NOTES:
A. NORTH SIDE OF THE SUBJECT PROPERTY,
ASPHALT RETURN IS ENCROACHING INTO THE
RIGHT OF WAY OF NE 93rd STREET.
B. SOUTH SIDE OF THE SUBJECT PROPERTY, CHAIN
LINK FENCE IS ENCROACHING INTO THE
NEIGHBOR'S PROPERTY.
1E
O
O - O r
r
LOCATION SKETCH
PVMT. ni
N
C•8•W LOT - 17 I LOT • 18
BLOCf -2 I BLOCK - 2
A (IV DATE
- I IIILLL---
',1-LJG N ELT
1' I, „T -O (;O%IPI IANCE WITH ALL FEDERAL
I ; IA F /uJ ) ('(*I I';TY'3.1L '-_S AND REGULATIONS
CERTIFICATION:
MARG05 LEDE5MA
LEGAL DESCRIPTION:
LOT 7 AND THE EA5T 112 OF LOT 8, BLOCK 2, AN AMENDED PLAT OF
MIAMI 5HORE5 5ECTION 1, A SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, A5 RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC
RECORD5 OF MIAMI-DADE COUNTY, FLORIDA.
ABBREM77ONS AND MEANINGS
A - ARC
AC - AIK CONDITONM PAD.
O.H. - OVTRHEAD
ALE.- ANCHOR E45DANT.
O.H.L- OVE•1EAD UrIUTY wm
AR - ALUM NIUM ROOF.
O.R6. - OFFICIAL RCLOW5 BOOK
A15 - ALUMINUM 910D.
OVH - OVWANG
ASfH.- A5RIAT.
PVMT.- PAVEMENT.
B.C.- dDCIR CORNER.
FL.- PLANTER.
B.C.R- ORDWARD COUNTY RECORDS
FA-PROFORTYUN[.
BLDG.- BUILDING.
P.C.C.- PONT Of COMPOUND CURVE.
B.M.. BENCH MARK
F.L.- POINT OF CUM
D.O.D.- BA515 Of BEARINGS.
FT.- POINT OF TANGENCY.
BS.L. - BL.NDRG SDNOL NA[
FOC.: KW Of COM,10/CEMENT.
C - CALCULATED
FOB.- POINT Of BEGINNING.
CD - CATER BASIN.
P.R.C.- FONT OF R[VE1W CURVE
E - CONCRETE BLOCK STRUCTURE.
P.D.- MT BOOK
CBW - CONCRETE BLOCK WALL
PG.- FACE.
CI1.- CHORD.
FWY. - PARKWAY.
Ch.D.- CORD MINING.
MAN. • FERMAlNT R IRDICE MONUMENT.
O • CLEARP.LS.-
PRDR55IONAL LAND 5LONCY01L
C.LF.- CHAIN LINKLINKFENCE.
R - RELORECORDEDDSTANCE.
C.M.C.- CANAL MAINTENANCE BACNT5.
BLS
RR. RAIL ROAD.
LONE.- CONCRETE.
REB.- RE500NC[.
L.P.- CONC. PORCH.
PROP. CDR- MKXTAW CORNER
C.5.- CONCRETE SLAB.
RN/ - KIGHT-OF-WAY.
C.U.F.- CONC. UBIDY POLE
R.P.- KADKa FONT.
C.W.- CONCWf WALK
RGE.- RANGE.
D.C.- DRAINAGE EASEMENT .
SEC.- 5ELTION.
D.M.C.- DRAINAL.f MAINTENANCE USDACNIS
5TY.- STORY.
DRIVE - D%VCWAY
5WK.- SIDEWALK.
G . DEGREES.
S.I.F.- 5ET IRON PIPE L.B. #7E06.
E . MT,
S.P. -SCREENED PORCH
ED . [IECTwC BaK
5.• SOUTH.
C.T.F.- ELECTRIC TRANSFORIA PAD.
,-SWON05
PIN.- ELEVATION.
T . TANGENT
ENCR.- FNCRLWCIIMENT
TB - T[LEP KM BDOTH
PH.. FIRE HYDRANT.
T.U.E.- TCCHNOLOGY UTIUTY EASEMENT
PI.F.- FOUND IRON PIPE.
T56 - TRARIC SIGNAL DON
F.I.R- FOND IRON ROD.
T.S.P. - TRMPO SIGNAL FOIL
F.r.E.. FINOHED FLOOR BNATON.
TWIF - TOW' SHIP.
F.N.D.- FOUN NAIL IL DISK
UTL- UTUTY.
FR. PRAM[.
U- UTILITY POE.
F - FEET.
W.M.- WATER METOL
P NIF.- FEDCNL NATIONAL WSIIRA/NCE
WP.- 110000 FENCE.
IN,- FOUND NAL
W.R. WOOD ROOF.
H.- HIGH LHEIGHTI
W.M.- WATER METER
I.L.V.- IRwCGATON CONTROL VALVE
W.r.- WOOD FFNCE.
Lr.. IRON FENCE
W.IC- WOOD ROOF.
I4.1 CG.- INGRE55 AND EGR55 EA50AENT.
W.S.- WOOD SHED.
L.6. - C."", d AUL —L. 1-0.07406
W - WE5T.
LF.- LIGHT POE.
- CENTER UNE.
LIE.- IOWT5T ROOK ELEVATION.
Q . CENTRAL ACE,
L.M.E.. LAKE MAINTENANCE EA5EMENT.
' - MINUTES.
- Ate,
M. - MEASURED DISTANCE.
. OVERHEAD UTILITY UNCS
MD -AWL BON(
- CONCRETE BLOCK. WAIL
M.D.L.R- MWM DADC COUNTY RECORDS
.CHAR UNR FENCE
ME.- MANTENANCE EASEMENTS ,A_
. IRON FENCE
MON. - MONUMENT UNC.
— . Wow FENCE
Mh - MANHOLE. . BUILDING 5EMACK UR
VIAL - MONUMENT ANC.
. UTILITY EASEMENT
N.A.P. - NOT A PART Or.
�- . UMD ALCF5S AW
RE
NGVD - NATIONAL GEODETIC VERTICAL DATUM.
-V&*XA R A�55 RW
N. -NORTH.
O,OQ - DUSTING EINATON5
N.T.S. - NOT TO SLAP.
,-NO. - NUMBER
a5 - Orw.
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY:
• THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON TH15
SURVEY.
• THE PURP05C OF TH15 SURVEY 15 FOR USE IN 05TAJNING TITLE
INSURANCE AND FINANCING
AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES.
• EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE
MADE TO DETERMINE
RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY.
• TH15 SURVEY 5 SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS. RESERVATIONS OR
EASEMENTS OF RECORD.
• LEGAL DESCRIPTIONS PROVIDED BY CUUNT OR ATTESTING TITLE
COMPANY.
• BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK
PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN
SCALE AND/OR NOT TO SCALE; THE WALLS OR
FENCES MAY BE EXAGGERATED FOR CLARITY PURPOSES.
• EASEMENTS AS SHOWN ARE PER PUT BOOR, UNLE55 DEPICTED
OTHERWISE.
• THE TERM'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS.
• ARCHITECT5 SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS, SETBACKS AND WILL BE
RESPONSIBLE FOR SUBMITTING
• PLAT PUNS WITH CORRECT INFORMATION FOP *APPROVAL FOR AUTHORIZATION' TO THE
PROPER AUTHORITIES IN NEW CONSTRUCTION.
• UNLE.55 OTHERWISE NOTED, TH15 FIRM HAS NOT ATTEMPTED
TO LOCATE FOOTING AND/OR
FOUNDATIONS.
• FENCE OWNERSHIP NOT DETERMINED.
• TH15 PLAID OF SURVEY, HAS BEEN PREPARED FOR THE EXCW51VE USE OF THE ENTITIES
NAMED HEREON, THE CERTIFICATE
• DOES NOT EXTEND TO ANY UNNAMED PARTY.
FLOOD ZONE INFORMATION:
THE NFIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN:
FLOOD ZONE: w
BASE FLOOD ELEVATION: WA.
COMMUNITY. 120652
PANEL 0302
SUFFIX L
DATE OF FIRM: 0911Itm
THE SUBJECT PROPERTY DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA.
SURVEYOR'S NOTES:
1. IF SHOWN, BEARING5 ARE REFERRED TO AN A55UMED MERIDIAN, BY 5AD PUT IN THE DESCRIPTION Of
THE PROPERTY, IF NOT, BEARING5 ARE THEN REFERRED TO COUNTY, TOWNSHIP MAPS.
2. THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT.
3. CERTIFICATE OF AUTHORIZATION LB 11 760G.
SURVEYORS CERTIFICATION:
I HEREBY CERTIFY: TH15 5OUNDAKY 5URVEN OF THE PROPERTY DESCRIBED HEREON, HAS RECENTLY BEEN
SURVEYED AND DRAWN UNDER MY SUPERVISION, AND COMPLIES WITH THE 5TANDARD5 OF PRACTICE
AS SET FORTH BY THE FLORIDA BOARD OF PROFF55IONAL LAND SURVEYORS IN CHAFrER 5J-17, FLORIDA
ADMIN15TRATIVE CODE PUR5U TO 472.027. FL.ORIDA STATUTES.
BY _ _ 0312812018
CARLOS IBARRA (DATE OF FIELD WORK)
MFE5510NAL LAND SURVEYOR NO.: G770 STATE OF FLORIDA
(NOT VALID WITHOUT THE 5IGNATURE AND THE ORIGINAL RAISED 5EA1 OF A FLORIDA LICENSED SURVEYOR
AND MAPPER).
REVISED ON:
REVISED ON:
DRAWN BY: DA 010S IBq
v F
FIELD DATE: 0312812018 (i,n
N0. G770
5TATE OF
SURVEY NO: 17-002736-2 ' Y�jO• FI ORIQP
C LA�
SCALE - N.T.S.
SHEET. 11 OF 1
L.B.# 7806 SEAL
JO
a
BUILDING
PERMIT APPLICATION
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
PBUILDING ❑ ELECTRIC ❑ ROOFING
.t�ri_t,1
MAY 0 018
FBC 201*1(0 ",
Master Permit No. �l�« — i
❑ REVISION
Sub Permit No
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
❑ EXTENSION ❑ RENEWAL
❑ CANCELLATION ❑ SHOP
DRAWINGS
JOB ADDRESS: "�' rI C �i3 r ID 5?YeP
City Miami Shores County' Miami Dade zip: 33 )38
Folio/Parcel#: 0 4 - 32 0(g — �04; - O 4 9V _Is the Building Historically Designated: Yes �� NO
Occupancy Type: Load: Construction Type: I Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): M�It?wS I 6 M /a- Phone#:
Address: 46 NE -53rJ
City: State: -Ry'r i JA zip: 33 13 8
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
Address: 201304 He
city: lye q 6 f
Qualifier Name: U S
State Certification or Registration #: �. - c ?ISM 14'a95 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State Zip:
Value of Work for this Permit: 5—��j r' �/ ' Square/Linear Footage of Work: SCR -Pt -
Type of Work: ❑ Addition P Alteration ❑ New '❑ Repair/Replace El Demolition
�
Description of Work: rq"bPi Cgo Ye r �' •A M 1 'TLC
I BA-'h flzoy I
Specify color of color thru tile:
Submittal Fee $— 100 -- 1_ Permit Fee $
Scanning Fee $ GZ5 Radon Fee $
Technology Fee $ Training/Education Fee $ -
Structural Reviews $ fi G (
CCF $ -'A ' 6b CO/CC $
0
_ DBPR $ S . 8 LJ Notary $ J
2 • 6G _ Double Fee $ 0
Bond $ ���� (90
(Q G
TOTAL FEE NOW DUE $y
(Revised02/24/2014)
SG��.6€j
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
or the first ins e n which occurs seven (7) days after the building permit is isuLed. In the absence of such posted notice, the
inspection will no4 be proved and a reinspection fee will be charged. I /
Sign
ER or AGENT
The foregoing inrument was acknowledged before me this
0 day of 120 k2 by
HapS "CR.QSwmt'- , who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
CONTRACTOR
The foregoing instrument was acknowledged before
fl'3 day of MOw-( , 20 l' by
S`(. Vo WtGc t� who is personally kno_wn to
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: Q�d
Seal:
131
State of Florida
Commission # FF 164325
Bonded through National Notary Assn.
APPROVED BY Z� Plans Examiner '�' Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application - Miami -Dade County Page 1 of 1
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3206-013-0190
Property Address:
46 NE 93 ST
Miami Shores, FL 33138-2816
Owner
MARCOS R LEDESMA
SILVINA E FAR
Mailing Address
46 NE 93 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
2/1/1
Floors
1
Living Units
1
Actual Area
2,358 Sq.Ft
Living Area
1,834 Sq.Ft
Adjusted Area
2,091 Sq.Ft
Lot Size
9,600 Sq.Ft
Year Built
1949
Assessment Information
Year
2017
2016
2015
Land Value
$240,217
$240,217
$182,051
Building Value
$145,534
$145,534
$145,534
XF Value
$2,033
$2,042
$1,740
Market Value
$387,784
$387,793
$329,325
Assessed Value
$338,594
$331,630
$329,325
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes
Cap
Assessment
Reduction
$49,190
$56,163
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption 1
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 1 AMD PB 10-70
LOT 7 & E1/2 LOT 8 BLK 2
LOT SIZE 75.000 X 128
OR 15477-3463 0492 1
Generated On : 5/4/2018
Taxable Value Information
2017
2016
2015
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$288,594
$281,630
$279,325
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$313,594
$306,630
$304,325
City
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
1 $288,594
$281,630
$279,325
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$288,594
$281,630
$279,325
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
05/22/2014
$425,000
29181-3589
Qual by exam of deed
04/01/1992
$97,000
15477-3463
Sales which are qualified
04/01/1989
$85,000
14065-2113
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp
Version:
https://www.miamidade.gov/propertysearch/ 5/4/2018
I
Estimate breakdown
Construction Developer Group Corp.
20381 NE 30th Ave. #414
Ave nt u ra, FL 33180
Ph: (305) 878-4688
Fax: (305) 865-4956
Web: http://contructiondg.com/
email: constructiondevgroup@gmail.com
Date: November 18, 2018
Atte. City of Miami Shores Village
Job Address: 46 NE 93rd St
Miami Shores, FL 33138
Description
Material
Labor
Profit
Demolition
80.00
8400.00
Structural
$1,424.00
82,136.00
Framing, insulation, drywall and finish
$800.00
$1,200.00
Plumbing
$1,202.80
$1,804.20
:...:.
Electrical
8 600.00
8 900.00
• • •
• •
......
.
......
Air conditioning
$200.00
$300.00
...:..
•
......
Doors and windows
81,200.00
$800.00
•�••�•
....
��• ••
..
.....
Ffloor
81,000.00
$1,000.00
":":
.. ..
:•••�•
.
�•��••
......
Shower glass
$280.00
$120.00
;••;•;
'.
. .
. .
......
Paint
$120.00
$480.00
������
•
Plans
80.00
$700.00
.. .
•• •
00 '0 '
Total
86,826.80
89,840.20
38 ,333.40
* City premits and fees not included.
TOTAL ZA $ 20,000.40
v
Estimate breakdown
Construction Developer Group Corp.
20381 NE 30th Ave. #414
Aventura, FL 33180
Ph: (305) 878-4688
Fax: (305) 865-4956
Web: http://contructiondg.com/
email: constructiondevgroup@gmail.com
C,1)6
Date: November 18, 2018
Atte. City of Miami Shores Village
Job Address: 46 NE 93rd St
Miami Shores, FL 33138
Description
Material
Labor
Profit
Demolition
$0.00
8400.00
Structural
$1,424.00
82,136.00
Framing, insulation, drywall and finish
$800.00
$1,200.00
Plumbing
81,202.80
31,804.20
Electrical
$ 600.00
$ 900.00
.'
• �'
Air conditioning
$200.00
8300.00
••*;�•
"""'
Doors and windows
81,200.00
$800.00
•••••s
••••
.
••
s
��•���
Ffloor
$1,000.00
81,000.00
......
.. ..'
'• ��
�
�•����
Shower glass
$280.00
8120.00
......
•
Paint
$120.00
$480.00
:...%
Plans
$0.00
$700.00
••
�••�'.
'
Total
6 82&80
9$,840.20
38 ,333.40•
* City premits and fees not included.
TOTAL
FORM R405-2017
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
r Simulated Performance Alternative (Performance) Method
" Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
❑ This checklist
❑ A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst -case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report (one page) and an input summary checklist that can
be used for field verification (usually four pages/may be greater).
Z- Energy Performance Level (EPL) Display Card (one page)
HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7
Mandatory Requirements (five pages)
Required prior to CO for the Performance Method:
❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
❑ A completed Envelope Leakage Test Report (usually one page)
❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Form R405 Duct Leakage Test Report (usually one page)
EnergyGauge® - USRCZB v6.0
3/6/2018 1:55:34 PM Page 1 of 1
FORM R405-2017
ENERGY
PERFORMANCE LEVEL
(EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
The lower the EnergyPerformance Index, the more efficient the home.
46 NE 93rd ST, MIAMI SHORES, FL, 33138
1.
New construction or existing
New (From Plans) 9. Wall Types
Irys ation
Area
2.
Single family or multiple family
Single-family a. Concrete Block - Int Insul, Exterior t(2 4.1
2280.80 ft2
b. N/A
R=
ft2
3.
Number of units, if multiple family
1 c. N/A
R=
ft2
4.
Number of Bedrooms
3 d. N/A
R=
ft2
10. Ceiling Types
In latio
Area
5.
Is this a worst case?
No a. Under Attic (Vented)
R 19.0
1834.00 ft2
6.
Conditioned floor area (ft')
1834 b. N/A
R
ft2
c. N/A
R=
ft2
7.
Windows" Description )
Area
11. Ducts
R ft
.,
, a. U-Factor: S IU=1.08 J
9
372.75 ft' a. Sup: Attic, Ret: Attic, AH: Main
6 50
SHGC: SHGC=0.28 /
b. U-Factor: N/A
ft2
-
. SHGC:
12. Cooling systems
kBtu/hr
Efficiency
C. U-Factor: N/A
ft2 a. Central Unit
48.0 SEER:17.00
SHGC:
d. U-Factor: N/A
ft2 13. Heating systems
kBtu/hr
Efficiency
SHGC:
a. Electric Strip Heat
32.0
COP:7.70
Area Weighted Average Overhang Depth:
2.644 ft.
Area Weighted Average SHGC:
0.280
8.
Floor Types Insulation
Area 14. Hot water systems
Cap: 40 gallons
a. Raised Floor R=2.0
/ 1834.00 ft2 a. Electric
EF: 0.95
b. N/A R=
ft2
b. Conservation features
c. N/A R=
ft2
None
15. Credits
Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building ,114E ST`tl6
Construction through the above energy saving features which will be installed (or exceeded) AV =
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features. I fit 'r= •
Builder Signature: • Date:
Address of New Home: City/FL Zip:
Gpb WS
"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. Email EnergyGauge tech support at
- techsupport@energygauge.com 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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
3/6/2018 1:55 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
-Project Name: 46 NE 93rd ST
Builder Name:
Street: 46 NE 93rd ST
Permit Office:
City, State, Zip: MIAMI SHORES, FL, 33138
Permit Number:
-Owner:
Jurisdiction:
Design Location: FL, Miami
County:: Miami -Dade (Florida Climate Zone 1 )
1. New construction or existing New (From Plans)
9. Wall Types (2280.8 sqft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior
R=4.1 2280.80 ftz
b. N/A
R= ft2
3. Number of units, if multiple family 1
c. N/A
R= ft2
4. Number of Bedrooms 3
d. N/A
R= ft'
5. Is this a worst case? No
10. Ceiling Types (1834.0 sqft.)
Insulation Area
a. Under Attic (Vented)
R=19.0 1834.00 ft'
6. Conditioned floor area above grade (ft') 1834
b. N/A
R= ft'
Conditioned floor area below grade (W) 0
c. N/A
R= ft'
40
11. Ducts
R ft'
7. Windows(372.8 sqft.) Description Area
a. Sup: Attic, Ret: Attic, AH: Main
6 50
a. U-Factor: Sgl, U=1.08 372.75 ft'
SHGC: SHGC=0.28
b. U-Factor: N/A ft'
12. Cooling systems
kBtu/hr Efficiency
SHGC:
a. Central Unit
48.0 SEER:17.00
c. U-Factor: N/A ft'
SHGC:
13. Heating systems
kBtu/hr Efficiency
d. U-Factor: N/A ft'
a. Electric Strip Heat
32.0 COP:7.70
SHGC:
Area Weighted Average Overhang Depth: 2.644 ft.
Area Weighted Average SHGC: 0.280
14. Hot water systems
a. Electric
Cap: 40 gallons
8. Floor Types (1834.0 sqft.) Insulation Area
EF: 0.950
a. Raised Floor R=2.0 1834.00 ft'
b. Conservation features
b. N/A R= ft'
None
eN/A R= ft2
15. Credits
Pstat
Total Proposed Modified Loads: 93.32
Glass/Floor Area: 0.203
PASS
Total Baseline Loads: 94.36
1 hereby certify that the plans and specifications covered by
Review of the plans and
4111E Spg��
this calculation are in compliance with the Florida Energy
specifications covered by this
Code.
calculation indicates compliance
e �,\
with the Florida Energy Code.
&. rur„
PREPARED BY.
Before construction is completed
DATE:
this building will be inspected for
compliance with Section 553.908
* °
-
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
with the Florida Energy Code.
COD
OWNER/AGENT:
BUILDING OFFICIAL:
DATE:
DATE:
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1. \
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordarto� i IRWO261 I "d this project requires an
envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R02..®;, ...NSF
0 745 _
3/6/2018 1:55 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Oarhgjint So Page 1 of 4
i �CORIDP.•' 1G,\
/''//S/ONAk-
jp--
FORM R4f15-9f117
PROJECT
Title:
Building Type:
Owner Name:
# of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
46 NE 93rd ST
User
1
Single-family
New (From Plans)
Bedrooms: 3
Conditioned Area: 1834
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation:
Whole House Fan:
Address Type: Street Address
Lot #
Block/Subdivision:
PlatBook: -
Street: 46 NE 93rd ST
County: Miami -Dade
City, State, Zip: MIAMI SHORES, ,
FL, 33138
CLIMATE
/
v Design Location
Design Temp
TMY Site 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Miami FL_MIAMI_INTL_AP 51 90
70
75 149.5 56 Low
BLOCKS
•
Number
Name
Area Volume
1
Blockl
1834 16506
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms
InfilID Finished Cooled Heated
1
Main
1834 16506 Yes 5
3
1 Yes Yes Yes
FLOORS
#
Floor Type
Space R-Value
Area
Tile Wood Carpet
1 Raised Floor
Main -__ ___
1834 ft2
2 1 0 0
ROOF
/
V #
Type
Roof Gable Roof
Materials Area Area Color
I Solar
Absor.
SA Emitt Emitt Deck Pitch
Tested Tested Insul. (deg)
1
Gable or shed
Barrel tile 2058 ft2 396 ft2 Light
0.96
No 0.9 No 2 22.6
ATTIC
V #
Type
Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic
Vented 150
1900 ft2
N N
CEILING
#
Ceiling Type
Space R-Value Ins Type Area Framing Frac Truss Type
1
Under Attic (Vented)
Main 19 Blown 1834 ft2 0.11 Wood
3/6/2018 1:55 PM EnergyGaugeG USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2017
WALLS
Adjacent
Cavity
Width
Height
Sheathing Framing Solar
Below
Space
1
N
Exterior
Concrete Block - Int Insul
Main
4.1
13
5
10
134.2 ft2
0 0.4
0
' 2
E
Exterior
Concrete Block - Int Insul
Main
4.1
11
10
110.0 ft2
0 0.4
0
3
N
Exterior
Concrete Block - Int Insul
Main
4.1
25
10
10
258.3 ft2
0 0.4
0
4
W
Exterior
Concrete Block - Int Insul
Main
4.1
6
10
60.0 ft2
0 0.4
0
5
N
Exterior
Concrete Block - Int Insul
Main
4.1
15
10
10
158.3 ft2
0 0.4
0
6
E
Exterior
Concrete Block - Int Insul
Main
4.1
44
10
440.0 ft2
0 0.4
0
7
S
Exterior
Concrete Block - Int Insul
Main
4.1
15
10
10
158.3 ft2
0 0.4
0
8
W
Exterior
Concrete Block - Int Insul
Main
4.1
7
1
10
0
70.8 ft2
0 0.4
0
9
S
Exterior
Concrete Block - Int Insul
Main
4.1
27
2
10
271.7 ft2
0 0.4
0
10
E
Exterior
Concrete Block - Int Insul
Main
4.1
4
10
40.0 ft2
0 0.4
0
11
S
Exterior
Concrete Block - Int Insul
Main
4.1
12
10
120.0 ft2
0 0.4
0
12
W
Exterior
Concrete Block - Int Insul
Main
4.1
45
11
10
459.2 ft2
0 0.4
0
DOORS
#
Omt
Door Type
Space
Storms
U-Value
Width
Height
Area
Ft
In
Ft In
1
N
Wood
Main
None
.46
3
7
21 ft2
2
S
Wood
Main
Metal
.46
3
7
21 ft2
3
W
Wood
Main
Metal
.46
3
7
21 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
^/
Wall
Overhang
#
Ornt ID
Frame Panes
NFRC
U-Factor
SHGC
Imp
Area
Depth
Separation
Int Shade
Screening
1
N 1
Metal Single (Clear)
Yes
1.08
0.28
Y
31.5 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
`
2
N 3
Metal Single (Clear)
Yes
1.08
0.28
N
60.0 ft2
6 ft 0 in
1 ft 0 in
Drapes/blinds
None
3
N 5
Metal Single (Clear)
Yes
1.08
0.28
N
31.5 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
4
E 6
Metal Single (Clear)
Yes
1.08
0.28
Y
63.0 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
5
E 6
Metal Single (Clear)
Yes
1.08
0.28
N
12.5 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
6
S 7
Metal Single (Clear)
Yes
1.08
0.28
N
31.5 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
7
S 9
Metal Single (Clear)
Yes
1.08
0.28
N
84.0 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
8
S 11
Metal Single (Clear)
Yes
1.08
0.28
N
31.5 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
-
9
W 12
Metal Single (Clear)
Yes
1.08
0.28
N
21.0 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
10
W 12
Metal Single (Clear)
Yes
1.08
0.28
N
6.3 ft2
2 ft 0 in
1 ft 0 in
Drapes/blinds
None
INFILTRATION
# Scope
Method SLA CFM 50
ELA
EgLA
ACH
ACH 50
1 Wholehouse Proposed ACH(50) .000286
1375.5
75.51
142.01
.1973
5
3/6/2018 1:55 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4
f=(1RM PAnS_gn17
HEATING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Strip Heat/
None
COP:7.7
32 kBtu/hr
1
sys#1
COOLING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Air Flow
SHR
Block
Ducts
1
Central Unit/
Split
SEER: 17
48 kBtu/hr
1440 cfm
0.75
1
sys#1r
HOT WATER SYSTEM
#
System Type SubType
Location
EF Cap
Use
SetPnt
Conservation
1
Electric None
Main
0.95 40 gal
60 gal
120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Collector
Storage
Cert
# Company Name
System Model # Collector Model # Area
Volume
FEF
None None
ft'
DUCTS
-- 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 50 ft'
Attic
50 ft' Default Leakage
Main
(Default)
(Default)
1 1
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
CoolingJan
Feb Mar
A r
Ma [X] Jun [X] Jul
X] Aug
4
Se
4
[
]Oct
Nov
Dec
Heatinf X
Jan XFebf XiMarApr
May [ ]Jun [ ] Jul
j Aug
� SePOct
Nov
ki
Dec
Verr [
Jan [ Feb [X Mar
[X A r
[ Ma [ ] Jun [ j Jul
[ ] Au
[ Se
[X]
Oct
Nov
Dec
Thermostat Schedule: HERS 2006 Reference
Hours
r
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 (WEH)
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
3/6/2018 1:55 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: 46 NE 93rd ST Builder Name:
Street: 46 NE 93rd ST Permit Office:
City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number:
Owner: Jurisdiction:
Design Location: FL, Miami
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier.
not be used as a sealing material.
requirements
Breaks or joints in the air barrier shall be sealed.
The air barrier in any dropped ceiling/soffit shall be aligned with the
The insulation in any dropped ceiling/soffit
Ceiling/attic
insulation and any gaps in the air barrier shall be sealed.
shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
The junction of the foundation and sill plate shall be sealed.
Cavities within corners and headers of frame walls
Walls
The junction of the top plate and the top of exterior walls shall be
shall be insulated by completely filling the cavity with a
sealed.
material having a thermal resistance of R-3 per inch
Knee walls shall be sealed.
minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and continuous
alignment with the air barrier.
Windows, skylights
The space between window/door jambs and framing, and
and doors
skylights and framing shall be sealed.
Rim joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floors
The air barrier shall be installed at any exposed edge of
Floor framing cavity insulation shall be installed to
(including
insulation.
maintain permanent contact with the underside of
above -garage
subfloor decking, or floor framing cavity insulation
and cantilevered
shall be permitted to be in contact with the top side
floors)
of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls
Exposed earth in unvented crawl spaces shall be covered with
Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped.
shall be permanently attached to the crawlspace walls.
Shafts, penetrations
Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
cavities shall be filled by insulation that on
Narrow cavities
installation readily conforms to the available cavity
spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spac
s.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope
Recessed light fixtures installed in the building
shall be sealed to the drywall.
thermal envelope shall be air tight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind i in n wirina.
Shower/tub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall
on exterior wall
tubs shall separate them from the showers and tubs.
be insulated.
Electrical/phone box or
The air barrier shall be installed behind electrical or communication
exterior walls
boxes or air -sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed
When required to be sealed, concealed fire sprinklers shall only be
sprinklers
sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
between fire sprinkler r plates and wallsi'
a. In addition, inspection of log walls shall be in accordance wtn the provisions oT it;L;-aUU.
3/6/2018 2:02 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
N
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 19530 ne 26th ST. Permit Number:
Miami, FL, 33180-
MANDATORY REQUIREMENTS See individual code sections for full details.
401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
[Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
` Sections R402.1 through R402.4.4.
oR402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R4".*.?.J. The sealing
methods between dissimilar materials shall allow for differential expansion and contraction. • • 0000 *see:*
R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R4&-4. 1. ; shall beTns;allod in accordance
with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to thA tr rttl of consRdctioA. Whert• • • • •
required by the code official, an approved third party shall inspect all components and verify coriiplieA". • • •
• 00090
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air tea kageorate of mot exuding 5air
• • • •
changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through $Nesting shall to conducted Mail a
blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, ttAo( %Call be conafeb by an • • • •
approved third party. A written report of the results of the test shall be signed by the party condOcAncfthe test arld"dvided to thttbdi •
official. Testing shall be performed at any time after creation of all penetrations of the building thermal ervelope. • •
During testing: ' • : • • • : • • • • • • •
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyon0 the�Atgnded 0eatherstripping% • • •
other infiltration control measures; • • • • • • • •
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyondiritended
infiltration control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
N/A R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air.
R402.4.3 Fenestration air IeakageYVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per
square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between
conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than
2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall
be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
•
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.2.2 Sealing (Mandatory)All ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or
rough -in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section
553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following:
1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when
tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register
boots shall be taped or otherwise sealed during the test.
2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at
a pressure differential of 0.1 inches w.g. (2513a) across the system, including the manufacturer's air handler enclosure. All registers shall be taped
or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85
Umin) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Duct testing is not mandatory for buildings complying by Section R405 of this code.
3/3/2016 9:10 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3
i
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
leR403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the
design air Flow rate when tested in accordance with ASHRAE 193.
R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
le R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or
below 55°F (13°C) shall be insulated to a minimum of R-3.,
R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused
by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the
material. Adhesive tape shall not be permitted.
Ve
R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating pump when the system is not in use.
• •11403.4.3AN11raps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
• tfeat trapslrfSMAIed on bgtn the iQlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
• • downwaodo d#upward bend ef•at least 3 Y2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
• •to the storagatenk. • • • • •.
• • • .4403. 4 Water heater MfititNC'ies (Mandatory). Water heater efficiencies
• • • R463.g.4.1 Stgi a§6 Npter heater temperature controls
. • • : • "`III • • • • R403.4.4.1 1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable
• • • • • • • • ; of adjusVd1i: fMrn the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting
• • • • • • • • Fange shallbetrUm 100°F to 140°F (38°C to 60°C).
• :. • • • • g403.4.f.12 Slut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to
• • • • • electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of
• • • • : combustion,typek of service water heating systems to be turned off.
L%;13.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table
C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1.
R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors,
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water
heating systems should meet the following criteria:
1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating.
R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy
requirements of Table R403.5.1.
Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an
electronically commutated motor.
R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation
shall meet the following criteria:
1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality,
shall be the maximum rates allowed for residential applications.
2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed
garages or outdoor spaces adjacent to swimming pools or spas.
3• If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a
minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise.
R403.6 eating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment.
R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor
units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in
Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect
equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as
standard kitchen and bathroom exhaust systems.
R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
3/3/2016 9:10 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3
i . • X
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and
shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This
selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the
load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the c9Qilcity of
equipment may be sized in accordance with good design practice. •0:0 •
R403.6.1.2 Heating equipment capacity • • • • ' .' ; • ; • .
• R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculled according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater tHAIllefdesign cooling load. :sees*
•••• •••• • •
R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within %� V gfthe destq jWtrements •.. •
calculated according to the procedure selected in Section R403.6.1. ' •
• R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment wi"naiural draft atw*o pheric burAere • •
shall not be less than the design load calculated in accordance with Section R403.6.1. • • • • •
NIA R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equiprent eapucity o fan
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall had egpi*ent sized or controlled.t•• • • •
prevent continuous space cooling or heating within that space by one or more of the following options: • • • • • • 0' • ' 0
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas
A variable capacity system sized for optimum performance during base load periods is utilized.
IVA R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403
NIA
C404 of the Commercial Provisions in lieu of Section R403.
NIA R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall
include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F.
N/A R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground
spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for
portable spas shall be in accordance with ANSI/APSP-14.
NSA R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside
the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal
efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool
heaters fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with
AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to
verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
NIA R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems.
3: Where pumps are powered exclusively from on -site renewable generation.
NtAR403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or
• solar energy source computed over an operating season.
RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps.
WA R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
R40�Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or
concrete deck roofs do not have sufficent space, R-10 is allowed.
3/3/2016 9:10 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3
ti
GANEM CONSULTING ENGINEERING
ii88i;�®��
C.A.31187
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18200 NE 19th AVE
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_ North Miami Beach— Florida 33162
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� Phone (786) 916-6546 Fax (305) 848-9318
alioskar@ganemconsultingeng.com
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PAGE '/27
COVER SHEET
DATE: March 06, 2018
PROJECT: INTERIOR REMODELING
ADDRESS: 46 NE 93rd STREET
MIAMI SHORES, FL. 33138
CLIENT:
DESIGN BY: AG
This computation book contains manual and computerized structural calculations, certain prtnteq*rranufacrMI s data*a*nV:
Computation pages are numbered 1 thru 27. Computations were performed to the best of our lftwl9dge a0br1ing to sound.
and generally accepted engineering principals and Code requirements, using nationally recogni19CT V8mputer software anA lln- •
......
house developed software. Prior to commissioning into service, the in-house developed software*Mas t \Qripafh lthpfke�j•tiy'•
performing parallel manual computations. The sign and seal provided herein are meant to covereTl- k` ��.•
�t 1
.....: o. 7 5
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lilt
ALIOSKAR GANEM P.E. FL. LIC 74745- 18200 NE 19th AVE, North Miami Beach, FL 33162
PHONE (786) 487-4401 - alioskar@ganemconsultingeng.com
GANEM CONSULTING ENGINEERING
C.A. 31187
18200 NE 19" AVE
North Miami Beach— Florida 33162
Phone (786) 916-6546 Fax (305) 848-9318
alioskar@ganemconsultingeng.com
PAGE ii/27
INDEX
DESCRIPTION PAGE
Wind Analysis 1
Wood Floor Joist Design 9
Hanger Design 10
Wood Wall Stud Design 17
Wood Wall Stud Connection Design 18
CMU Wall Design 26
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ALIOSKAR GANEM P.E. FL. LIC 74745- 18200 NE 19th AVE, North Miami Beach, FL 33162
PHONE (786) 487-4401 - alioskar@ganemconsultingeng.com
1 /27
MECAWind Version 2.1.0.6 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaentexprises.aam
.� Date 3/6/2018
Project No.
Company Name ALIOSKAR GANEM PE
Designed By ALIOSKAR GANEM
PE
_ Address 1380 NE MIAMI GARDENS DR STE 2 Description
City NORTH MIAMI BEACH
Customer Name
State FL
Proj Location
File Location: \\,A'_ioskar\prcjects`C000\46 NE 93rd ST MIAMI SHORES FL 33138\CALC\WINO.wnd
Directional Procedure
All Heights Building (Ch 27
Part 1)
All pressures shown are
based upon ASD Design, with a Load Factor of .6
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 = 0.85-see
Damping Ratio (beta) =
0.01
• +
Alpha =
11.50 Zg
. + ....
'.i' :00.00. fr..
...+..
�•
At =
0.09 Bt
..z... 1-n .• :
.+.+�.
Am =
0.11 BM
..sue.. 0.80 .
Cc =
0.15 1
650.00•.�
�••••�
Epsilon =
0.13 Zmin
•:090• 7.K0 *
Slope of Roof =
1.71 : 12 Slope of Roof(Theta)
'�
= 8.13 Deb
����•
+ •
Ht: Mean Roof Ht =
20.25 ft Type of Roof
Gabled •
RHt: Ridge Ht =
22.00 ft Eht: Eave Height
=00 18.M ft
•
OH: Roof Overhang at Eave=
.00 ft Roof Area
:*%!!J22.00 ft-
'.
2
0
Bldg Length Along Ridge =
55.00 ft Bldg Width Across Ride=.'.49.d0 ft
;+..•;
Gust Factor Category I Rigid Structures - Simplified Method
•• •
Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 =
0.85
" Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht
=
12.15 ft
lzm: Cc*(33/Zm)A0.167
=
0.18
Lzm: 1*(Zm/33)'Epsilon
=
573.68 ft
Q:(1/(1+0.63*((B+Ht)/Lzm)"0.63))'0.5 =
0.93
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
=
0.89
Gust Factor Summary
r Not a Flexible Structure use the Lessor of Gustl or Gust2 =
0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure
Coefficient =
+/-0.18
Figure 27.4-1 External Pressure Coefficients
Cp - Loads on Main Wind -Force Resisting Systems
T T T T I T I T Ti
sees
0000
so 00
2/27
Z
B
• ••••.•
• • • D
Kh: •2 !O1+ (Ht/Zg)' (2/Alpha)
=
1.09
•••••-Kht:•Topographic Factor (Figure 6-4)
=
1.00
• •.Qh: .00256*(V)'2*I*Kh*Kht*Kd
=
43.40 psf
Cpww: Windward Wall Cp(Ref Fig 6-6)
=
0.80
Roof Area
=
2722.00 ft"2
Reduction Factor based on Roof Area
=
0.80
MWFRS-Wall Pressures for Wind Normal to 55
ft wall (Normal to Ridge)
Wall Cp Pressure
Pressure
+GCpi (psf)
-GCpi (psf)
--------------- ------ -----------
Leeward Wall -0.50 -26.26
-----------
-10.63
Side Walls -0.70 -33.63
-18.01
Wall Elev Kz Kzt qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
---------------- ------ ----- ----- ------- -------
Windward 22.00 1.10 1.00 44.03
------- ---------
22.13 37.75 48.39
Windward 20.00 1.08 1.00 43.31
21.64 37.26 47.89
Windward 10.00 1.03 1.00 41.19
20.20 35.82 46.46
Note: 1) Total = Leeward GCPi + Windward GCPi
Roof - Dist from Windward Edge Cp
Pressure Pressure
+GCpi(psf)-GCpi(psf)
----------
--------------------------------- ------
0.0 ft to 10.1 ft -0.90
----------
-41.01 -25.39
10.1 ft to 20.3 ft -0.90
-41.01 -25.39
20.3 ft to 40.5 ft -0.50
-26.26 -10.63
40.5 ft to 49.Oft -0.30
-18.88 -3.25
MWFRS-Wall Pressures for Wind Normal to 49
ft wall (Along Ridge)
Wall Cp Pressure
Pressure
+GCpi (psf)
--------------- -----------------
-GCpi (psf)
-----------
3/27
Leeward Wall
-0.48
-25.35
-9.73
Side Walls
-0.70
-33.63
-18.01
Wall
Elev
Rz
Kzt
qz
Press
Press
Total
ft
psf
+GCpi
-GCpi
+/-GCpi
----------------
Windward
------
22.00
-----
1.10
-----
1.00
-------
44.03
-------
22.13
-------
37.75
---------
47.48
Windward
20.00
1.08
1.00
43.31
21.64
37.26
46.99
Windward
10.00
1.03
1.00
41.19
20.20
35.82
45.55
Note: 1) Total = Leeward GCPi + Windward GCPi
Roof
-
Dist from Windward Edge
Cp
Pressure
Pressure
+GCpi(psf)
-GCpi(pef)
---------------------------------
0.0
ft
to
10.1
ft
------
-0.90
----------
-41.01
----------
-25.39
10.1
ft
to
20.3
ft
-0.90
-41.01
-25.39
20.3
ft
to
40.5
ft
-0.50
-26.26
-10.63
40.5
ft
to
55.0
ft
-0.30
-18.88
-3.25
• •
••••
••••••
• • • • • •
• • •
• • • • • •
•
••••
••••
• •
• •
• •
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••••
•••••
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••••
•••••
•• ••
••••
••••••
•
• •
• •
••••••
• • • • • •
•
•
• •
• • •
4/27
MECAWind Version 2.1.0.6 ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaerterprises.ccm
Date 3/6/2018 Project No.
Company Name ALIOSKAR GANEM PE Designed By ALIOSKAR GANEM PE
Address 1380 NE MIAMI GARDENS DR STE 2 Description
City NORTH MIAMI BEACH Customer Name
State FL Proj Location
File Location: \\Alioskar\proj.ects.\LOCO\46 NE 93rd ST MIAMI SHORES FL 33138\CALC\WIND.wnd
......
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•
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Roof not
• • •
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3
Vans •
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t` K L ? 3 -2__3
�3-T, 2 �3� 2 �3
Gable Roof 7 < 0 < -- 45
Wind Pressure on Components and Cladding (Ch 30 Part 1)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width
of Pressure Coefficient
Zone
"a" =
4.9 ft
Description
Width
Span
Area Zone
Max
Min
Max P
Min P
ft
ft
ft'2
GCp
GCp
psf
psf
--------------------------------------------------------------------------
JOIST
1.33
12.08
48.6
1
0.36
-0.83
23.55
-43.89
JOIST
1.33
12.08
48.6
2
0.36
-1.36
23.55
-66.68
JOIST
1.33
12.08
48.6
3
0.36
-2.19
23.55
-102.76
AREA
10
2.00
5.00
10.0
1
0.50
-0.90
29.51
-46.87
AREA
10
2.00
5.00
10.0
2
0.50
-1.70
29.51
-81.59
AREA
10
2.00
5.00
10.0
3
0.50
-2.60
29.51
-120.65
AREA
10
2.00
5.00
10.0
4
0.90
-1.10
46.87
-55.55
AREA
10
2.00
5.00
10.0
5
0.90
-1.40
46.87
-68.57
AREA
20
10.00
2.00
20.0
1
0.44
-0.87
26.90
-45.57
AREA
20
10.00
2.00
20.0
2
0.44
-1.55
26.90
-75.06
AREA
20
10.00
2.00
20.0
3
0.44
-2.42
26.90
-112.81
AREA
20
10.00
2.00
20.0
4
0.85
-1.05
44.80
-53.24
AREA
20
10.00
2.00
20.0
5
0.85
-1.29
44.80
-63.96
WINDOWS ENCLOSER
1.33
4.08
5.5
4
0.90
-1.10
46.87
-55.55
WINDOWS ENCLOSER
1.33
4.08
5.5
5
0.90
-1.40
46.87
-68.57
Khcc:Comp. & Clad. Table 6-3 Case 1
Qhcc:.00256*V^2*Khcc*Kht*Kd
1.09
= 43.40 psf
5/27
MECAWind Version 2.1.0.6 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaertezprises.com
Date 3/6/2018 Project No.
Company Name ALIOSKAR GANEM PE Designed By ALIOSKAR GANEM PE
Address 1380 NE MIAMI GARDENS DR STE 2 Description
City NORTH MIAMI BEACH Customer Name
State FL Proj Location
File Location: \\Alioskar\arojeccs\C'0C0\46 NE 93rd ST MIAMI SHORES FL 33138\CALL\WIND.wnd
Directional Procedure All Heights Building (Ch 27 Part 1)
All pressures shown are based upon STRENGTH Design, with a Load
Factor of 1
Basic Wind Speed(V) =
175.00 mph
Structural Category =
II
Exposure Category
= D
Natural Frequency =
N/A
Flexible Structure
= Nq••s
Importance Factor =
1.00
Kd Directional Factor,
_ • 0.8%...•
Damping Ratio (beta) =
0.01
•
• •
��••�•
•
Alpha =
11.50
Zg ...
= ... .. 700.0�0 ft•
•
At =
0.09
Bt
.
=• 1.07
......
Am =
0.11
Bm •��••�
0.80
:....:
Cc =
0.15
1 ••=•0650.0,0
eft.0000
• •
Epsilon =
0.13
Zmin
= 7.06 ft
Slope of Roof =
1.71 12
......
Slope of Roof (Theta)
. ..
F . 8.13.�eg
.....
Ht: Mean Roof Ht =
20.25 ft
Type of Roof .
. =. Gabled...
......
•
RHt: Ridge Ht =
22.00 ft
Eht: Eave Height ;0=;';18.50
ft
OH: Roof Overhang at Eave=
.00 ft
Roof Area '
= 2722.Q0..tC.
••••••
2
Bldg Length Along Ridge =
55.00 ft
Bldg Width Across RidgtLL
•49.4(!•f•Z.
•
- Gust Factor Category I Rigid
Structures -
Simplified Method
Gustl: For Rigid Structures
(Nat. Freq.>1
Hz) use 0.85 =
0.85
Gust Factor Category II Rigid Structures
- Complete Analysis
Zm: 0.6*Ht
=
12.15 ft
lzm: Cc*(33/Zm)'0.167
=
0.18
Lzm: 1*(Zm/33)^Epsilon
=
573.68 ft
Q:(1/(1+0.63*((B+Ht)/Lzm)A0.63))A0.5
=
0.93
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
=
0.89
Gust Factor Summary
Not a Flexible Structure use
the Lessor of
Gustl or Gust2 =
0.85
Table 26.11-1 Internal Pressure Coefficients
for Buildings, GCpi
- GCPi : Internal Pressure Coefficient
=
+/-0.18
Figure 27.4-1 External Pressure Coefficients
Cp - Loads on Main Wind -Force Resisting Systems
6/27
Z
B
...... B
...... B
.'." Kh: '2.af*(Ht/Zg)'(2/Alpha)
=
1.09
' " Kht: Topographic Factor (Figure 6-4)
=
1.00
Qh: .00256*(V)'2*I*Kh*Kht*Kd
=
72.33 psf
Cpww: Windward Wall Cp(Ref Fig 6-6)
=
0.80
Roof Area
=
2722.00 ft'2
Reduction Factor based on Roof Area
=
0.80
MWFRS-Wall Pressures for Wind Normal to 55
ft wall (Normal to Ridge)
Wall CP Pressure
Pressure
+GCpi (psf)
-GCPi (psf)
--------------- ------ -----------
Leeward Wall -0.50 -43.76
-----------
-17.72
Side Walls -0.70 -56.06
-30.02
Wall Elev Kz Kzt qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
---------------- ------ ----- ----- ------- -------
Windward 22.00 1.10 1.00 73.38
------- ---------
36.88 62.92 80.64
Windward 20.00 1.08 1.00 72.18
36.06 62.10 79.82
Windward 10.00 1.03 1.00 68.65
33.67 59.70 77.43
Note: 1) Total = Leeward GCPi + Windward GCPi
Roof - Dist from Windward Edge CP
Pressure Pressure
+GCpi(psf)-GCpi(psf)
--------------------------------- ------
0.0 ft to 10.1 ft -0.90
--------------------
-68.35 -42.31
10.1 ft to 20.3 ft -0.90
-68.35 -42.31
20.3 ft to 40.5 ft -0.50
-43.76 -17.72
40.5 ft to 49.Oft -0.30
-31.46 -5.42
MWFRS-Wall Pressures for Wind Normal to 49
ft wall (Along Ridge)
Wall CP Pressure
Pressure
+GCpi (psf)
--------------- ------ -----------
-GCpi (psf)
-----------
7/27
Leeward Wall -0.48 -42.26 -16.22
Side Walls -0.70 -56.06 -30.02
Wall Elev Rz Rzt qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
---------------- ------ ----- ----- ------- ------- ------- ---------
Windward 22.00 1.10 1.00 73.38 36.88 62.92 79.14
Windward 20.00 1.08 1.00 72.18 36.06 62.10 78.32
Windward 10.00 1.03 1.00 68.65 33.67 59.70 75.92
Note: 1) Total = Leeward GCPi + Windward GCPi
Roof - Dist from Windward Edge Cp Pressure Pressure
+GCpi(psf)-GCpi(psf)
--------------------------------- --------------------------
0.0 ft to 10.1 ft -0.90 -68.35 -42.31
10.1 ft to 20.3 ft -0.90 -68.35 -42.31
20.3 ft to 40.5 ft -0.50 -43.76 -17.72
40.5 ft to 55.0 ft -0.30 -31.46 -5.42
• •
••••
Soso••
• • •
• • • •
• • • • • •
•
• • •
• • . • . .
••••
•o•••.
• s • •
.. • •
• . • . •
•••..•
• •
8/27
MECAWind Version 2.1.0.6 ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaentex-Rrises.com
.................._ _.
Date 3/6/2018 Project No.
Company Name ALIOSKAR GANEM PE Designed By ALIOSKAR GANEM PE
Address 1380 NE MIAMI GARDENS DR STE 2 Description
City NORTH MIAMI BEACH Customer Name
State FL Proj Location
File Location: \\Alioskar\projects\LOCO\46 NE 93rd ST MIAMI SHORES FL 33138\CALL\WIND.wnd
a _1f _L1_II1III_
III1III
Roof not
.
....
shown
....•..
?J
2:
2
2:
51,
...
........
......
see:I
i
�
0**
a 31 2 1 31 2
:000
.{J
�J
Gabte Roof 7 0,4J5
:see-.4
Wind Pressure on Components and Cladding (Ch 30 Part 1)
All pressures shown are based upon STRENGTH Design, with a Load Factor of 1
Width
of Pressure Coefficient
Zone
"a" =
4.9 ft
Description
Width
Span
Area
Zone
Max
Min
Max P
Min P
ft
ft
ft^2
GCp
GCp
psf
psf
--------------------------------------------------------------------------
JOIST
1.33
12.08
48.6
1
0.36
-0.83
39.25
-73.15
JOIST
1.33
12.08
48.6
2
0.36
-1.36
39.25
-111.14
JOIST
1.33
12.08
48.6
3
0.36
-2.19
39.25
-171.27
AREA 10
2.00
5.00
10.0
1
0.50
-0.90
49.19
-78.12
AREA 10
2.00
5.00
10.0
2
0.50
-1.70
49.19
-135.99
AREA 10
2.00
5.00
10.0
3
0.50
-2.60
49.19
-201.09
AREA 10
2.00
5.00
10.0
4
0.90
-1.10
78.12
-92.59
AREA 10
2.00
5.00
10.0
5
0.90
-1.40
78.12
-114.29
AREA 20
10.00
2.00
20.0
1
0.44
-0.87
44.83
-75.94
AREA 20
10.00
2.00
20.0
2
0.44
-1.55
44.83
-125.10
AREA 20
10.00
2.00
20.0
3
0.44
-2.42
44.83
-188.02
AREA 20
10.00
2.00
20.0
4
0.85
-1.05
74.66
-88.74
AREA 20
10.00
2.00
20.0
5
0.85
-1.29
74.66
-106.60
WINDOWS ENCLOSER
1.33
4.08
5.5
4
0.90
-1.10
78.12
-92.59
WINDOWS ENCLOSER
1.33
4.08
5.5
5
0.90
-1.40
78.12
-114.29
Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.09
Qhcc:.00256*V"2*Khcc*Kht*Kd = 72.33 psf
9/27
LOADS BASED ON NDS 2012 (Addendum NDS 2013) & ASCE 7-10
DL =
30.00 psf DL =
10.00 psf
+ LL =
30.00 psf + 0.6 W =
0.00 psf
UL =
70.00 psf D+0.75L+0.75(0.6W)
32.50 psf
0.6D-0.6W
1 Q,QQ psf
Ltributamax =
•
1.33 ft W '•
#/ ••••••
93'10ft •
.. ,
WOOD BENDING AND DEFLECTION ......
.. . ......
'
DEFLECTION ••••
.... :••••;
L =
....
12.00 ft
.... ....
.•
,.,
#/ ....
W =
max
93.10 ft
.... ......
•
,,.,,,
b =
1.50 in
:...:. ......
d =
11.50 in •.
... ;••••;
Fb =
750.00 psi CD=1.0
E =
1.60E+06 psi
Ix =
190.11 in"
(DL+LL)A=
0.14 in
DL+LL—>L/24o Aperm=
0.60 in, FBC 1610.1
Lmax =
19.36 ft. Allowable for deflection to DL + LL.
( LL ) A =
0.08 in
LL_L/3so Aperm=
0.40 in, FBC 1610.1
Lmax =
20.38 ft. Allowable for deflection to LL.
0
<_, OK Operm
BENDING
Mmax =
1,675.80 # - ft VGRAVITY =
420.00 # - ft
S =
26.81 in' VNET UPLIFT =
79.80 # - ft
SX =
33.06 in'
S
<_, OK SX
Lmax=
13.33 ft. Allowable for bending
USE WOOD
I JOIST (1) 2 X 12 @ 16
in O/C
10/27
WincL�ggssure
0 psf (ULTIMATE)
DEAb.L" . •
•
30 psf
LIVE."171 • •
40 psf
L1 **:go*
000ft
L2 • •00•0•12.08ft
L3 •••••. ."".
0.00 ft
JOIST%tl:'ARATION • •
16 in
DEAD �OAD. ;
LIVE tMV ;
WIND 604Q :
L4 ' .' ..
L5
• P1
• 0jl lb
OQ lb
•.0.0lb
0.00 ft
0.00 ft
P2
0.0 lb
0.0 lb
O.O lb
AL. GRAVITY (1)
1736.0 lb STR. 1 OK
AL. UPLIFT (1) +
1079.0 lb STR.1 OK
AL. GRAVITY (2)
1736.0 lb STR, 2 OK
AL. UPLIFT (2) +
1079.0 lb STR. 2 OK
L TOTAL
12.08 ft
L 5
12.08 ft
REACTION 1
Span
6.04 ft
Gravity (Concentr.)
0.0 lb
Gravity (Distributed)
563.7 lb
Total Gravity (R1)
563.7 lb
0.6 D
10 psf
0.6 W
0.0 psf
Net Uplift (Concentr.)
0.0 lb
Net Uplift
0.0 lb
Total Net Uplift (R1)
0.0 lb
REACTION 2
Span
6.04 ft
Gravity (Concentr.)
0.0 lb
Gravity
563.7 lb
Total Gravity (R2)
563.7 lb
0.6 D
10 psf
0.6 W
0.0 psf
Net Uplift (Concentr.)
0.0 lb
Net Uplift
0.0 lb
Total Net Uplift (R2)
0.0 lb
PROJECT:
SUBJECT: STRAP DESIGN
ADDRESS:
DATE: SHEET No.
DESIGN BY: EO OF
' 1: USE (1) NVJH28 BY NU-VUE
W/(7) 10d X 1 1/2 INTO
JOIST & (14) 10d X 1 1/2 NAILS
INTO HEADER
FL # 16294
GRAVITY 1736.0 lb
UPLIFT 1079.0 lb
' 2: USE (1) NVJH28 BY NU-VUE
W/(7) 10d X 1 1/2 INTO
JOIST & (14) 10d X 1 1/2 NAILS
INTO HEADER
FL # 16294
GRAVITY 1736.0 lb
UPLIFT 1079.0 lb
SUMMARY
LOAD R1
R2
GRAVITY 563.7 lb
563.7 lb
NET UPLIFT 0.0 lb
0.0 lb
11 /27
COUNTY -
MIANII-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Nu-Vue Industries, Inc.
1055 E.29 Street
Hialeah, Florida 33013
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County RER-Product Control Section to be used in Miami Dade County and other areas where allQj% by
the Authority Having Jurisdiction (AHJ). „ • • • • • • • • •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade fiouniy Product Control • •
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade C"rptj) reserve1hQ right....;.
to have this product or material tested for quality assurance purposes. If this prddtfrA0& material fails to-
perform in the accepted manner, the manufacturer will incur the expense of such testilit. and the *Af V may- •
immediately revoke, modify, or suspend the use of such product or material within Ueir"jurisdi&1611. RER• •; • •
reserves the right to revoke this acceptance, if it is determined by Miami-Dade:�e Wpty Produef rontroi
.... ......
Section that this product or material fails to meet the requirements of the applicable biliiduig code. . • .
This product is approved as described herein, and has been designed to comply with1he'Mrida $uilding 0 0.0 : •
r-4. 4hP Uriah VPinalftJ Pii r;nana 7nnn . . • • • • •
DESCRIPTION: Series NVJH, NVTP/H, NVSO and NVHC Steel Wood ConneMors' •
APPROVAL DOCUMENT: Drawing No. NU-3, titled "NVJH Joist Supports, NVTP & NVTPH Plate
Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3, dated
07/17/2017, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the
Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration
date by the Miami -Dade County Product Control Section.
one
•
• . • • • •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 15-0507.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 17-0802.08
Expiration Date: July 30, 2020
Approval Date: November 2, 2017
1DIZ¢10l7 Page 1
12/27
Nu-Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
EVIDENCE SUBMITTED UNDER PREVIOUS NOAs
A. DRAWINGS
1. Drawing No. NU-3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO
236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3, dated
04/15/2015, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E.
Up-- TESTS "Submitted under NOA # 03-0730.03"
*:ease
000000
• • • T*t reports on wood connectors per ASTM D 1761 by Product Testing,
Inc., signed
0 •
; • ; • .
' Vid sealed by C. R. Caudel, P.E.
• Hiport No.
Wood Connector
Direction
Date
....:
1.
. • P.T # 03-4303
NVTP4
Upward
04/21/03
• • •
• • 2.
• .. P. 03-4343
NVTP4H
Upward
05/05/03
GOOD
•
• • •
3.
...PT•# 03-4344
NVTP4
Upward
05/01/03
• �;
......
....
*:*a 4.
• • P C-# 034345
NVTP4H
Upward
05/02/03
' .
5.
; • :PTV 03-4349
NVS0236
Up & Down
05/19/03
• • • • •
„• �.; 6.
PT'# 03-4357
NVS0236
Up & Down
05/20/03
;*.•.;
' 7.
.G.PT;# 03-4358
NVJH24
Up & Down
05/30/03
'
. • . • • 8.
13T # 03-4385
NVJH26
Up & Down
05/30/03
GO 4.
PT # 03-4386
NVS0236
Up & Down
05/13/03
10.
PT # 03-4387
NVJH28
Up & Down
05/30/03
C. CALCULATIONS "Submitted under NOA # 05-0516.01"
1. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared, signed and
sealed by Vipin N. Tolat, P.E.
"Submitted under NOA # 03-0730.03"
2. Report of Design Capacities, dated 07/22/2003, sheets 1 through 13 of 13, prepared,
signed and sealed by Vipin N. Tolat, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENT
1. Statement letter of code conformance to 2010 and 5`h (2014) edition of the FBC, issued by
Vipin N. Tolat, P.E., dated 04/29/2015, signed and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA # 08-0828.02"
2. Statement letter of code conformance, no financial interest and no change o oduct, dated
08/21/2008, issued, signed and sealed by Vipin N. Tolat, P.E.
24 to►7
rlos Wt. Utrera, P.E.
Product Control Examiner
NOA No. 17-0802.08
Expiration Date: July 30, 2020
Approval Date: November 2, 2017
E -1
13/27
Nu-Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A.
DRAWINGS
1. Drawing No. NU-3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors,
NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheet%!•0--xpugh
3 of 3, dated 07/17/2017, prepared by Nu-Vue Industries, Inc., sued and sdlttl by
"• ; •
.0 :
Vipin N. Tolat, P.E. ...
� . ,
.... ....
. .
B.
TESTS .... ....
.....
1. None.
.. .. ....
......
C.
. . . .
CALCULATIONS
......
1. None. •• ••
••••••
D.
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENT
1. Statement letter of code conformance to the 5t' Edition (2014) and 61 Edition (2017)
FBC and of no financial interest, issued by Vipin N. Tolat, P.E., dated 07/25/2017,
signed and sealed by Vipin N. Tolat, P.E.
N
r10
M
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0802.08
Expiration Date: July 30, 2020
Approval Date: November 2, 2017
E -2
JOIST SUPPORTS
18 G NVJH JOIST SUPPORTS
Allowable Loads (Ibs)
imension
Joist
Double
Single
Fasteners
G—ity Laoda
100%
uplift Load. 160%
Product
Code
Inches)
Size
Header
Header
Double
Single
Joists
Daubla
single
5'ngle h Daele
ly H Bs
Size
Size
Header
Header
Hnoder
H.1t
Hween
NVJH24
1 %
3%
3
2x4
2x6
2-2x4
2-2x6
2x4
2x6
6-10d
e-tod x tY,'
4-toe x tJf'
744
744
NVJH26
1 %
5
3
2x6
2x6
2-2x6
2-2x6
2.6
2.8
10-10d
m-tad . 1)'
6-11)d x W
124D
1240
821
2xB
2-2x8
2xa
11 NVJH28
1
6-Y4
2x10
2-2x10
2.t0
14-1 Od
t4-toe x t$"
-toe x tY�"
1736
1736
1079
2x12
2-2x12
2xt2
Single Header 3Double Header
1-2x 1 V `�� 2-2X
t as
o�
Joist
Joist
1
1
H 1
/1 NVJH 26 as shown
1 NVJH 24 & 28
siml- but wfth
BS I different hales.
I.�
... . . . ... . .
. .. .. . . . .. ..
. . . . . . . . . .
... . . . . ... . .
. . . . . . . . . .
.. . . .. ....
General Notes:
• 1. Steel shall conforrm•t4•ASTM A653, SS grade 33, min. yield 33 ksi,
%in. ivnsile•sVelag- 45 ksi and min. galvanized coating of G 60 per
�4STM• l465� • • • •' '
IFO MIT);able• lows dn; fas'ttners are based on NDS 20' 5/2012.
3. Design loads are for S. Pine, specific gravity 0.55. Design locds
for other species shall oe adjusted per NDS 2015/2012.
4. Allowable uplift loads have been adjusted for load duration factor
CD of 1.6. Allowable gravity loads have been adjusted for CD values
of 1.0, per NDS 2015/2012. Design loads do not include 33% increase
for steel and concrete.
5. Concrete in Tie beams shall be min. of 2500 psi. Concrete
Masonry, Grout and mortar in concrete masonry shall be min. of
1500 psi. Concrete masonry shall comply with ASTM C90-
6. Combined load of Uplift, L1 and L2 shall satisfy the following
equation.
Actual Uplift + Actual Ll + Actual L2 <=1.0
Allowable Uplift Allowable 1 Allowable L2
7. Allowable loads cre based on 1Y2" thick wood members unless
otherwise noted.
8. All desicns Conform to FBC 2017 and 2014-
PRODUCT REVISED
» wmplying with the Florida
Builtling God•
NOPrNo. 97-0802.08
e.pi-u a • 07/30/2020
By
Mlaml-D re uct Contra
A
N
V
. 1 1
TABLE 2
TOP PLATE ANCHORS
NVTP & NVTPH
Size
Product
ct
Gauge
Dimensions (in)
A
B
2x4/4x4
NVTP4
20
V
8"
2x6/4x6
NVTF6
20
5J"
8"
2xB/4x8
NVTP8
20
7J"
8"
2x4/4x4
NVTP4H
18
3j"
8"
2x6/4x6
NVTP6H
18
18
Se"
7j"
8'
2x8/4x8
NVTP8H
1 8"
Product
code
Total number of fasteners
1Od x 1li"
Max. Uplift Capacity 133% (Ibs)
6
8
10
12
NVTP 4,5,8
828
1087
1346
1605
NVTP 4H,6H,8H
938
1207
1476
1745
Notes:
1. See General Notes, Sheet 1.
2. One half of all specified fasteners shall be used on each side of the stud
to achieve tabulated values.
1 }'
TA
0
0
o °
o °
0
0
TABLE 3
NVSO 236, 16 GAUGE, HEAVY DUTY
FACE MOUNT JOIST HANGER
Fasteners
Allowable Loads (Lbs.)
Joist
Header
Header
Joist
GRAVITY 100%
Uplift 160%
Size
Size
14-1 ad
6-10d
1758
1108
2-2x8
14-16d
6-16d
1875
1279
2x6-8
2-2x10
2-2x12
4- 6"x s"
L Screws
6-16d
800
1217
Notes:
1. See General No`.es, Sheet 1.
1 N,
0 0 �
�O oO
0 0 5 Y,.
io 0� o
� o
3 )"
BOLT HOLES 1/2" DIA.
NAIL HOLE 3/16" DIA.
JCT RE1AiED • • i •
ilylnp with the R-11.
• 1 7-0802.08
gtgp7/3 0 •
•
• / •
a • Pr•duet •
•
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1 Xz"
Min.
Header
2-2X Minimum
N
4
. .. .. . . . .. ..
. . . . . . . . . .
... . . . . ... . .
TABLE 4 .. .
. . •
•••
...
.
..
• •
. ..
• • . •
...
•
18 Gauge
NVHC 43 & NVHC 43/2 HURRICANE CLIP.
.. ...
..
.
. . ..
• ••
• •
• •
••• •
•
•
• •
PRODUCT
CODE
DESCRIPTION
FASTENERS
DESIGN LOADS (LBS)
HEADER
JOIST
UPLIFTa
i2
Notes: " For Uplift, use two clips, one on each
side to comply with section 2321.7 of
1. See General Notes, Sheet 1. the FBC
3Y4„;'
rX 3Yz" z
kz" -Y8„
sy.. . 5r-
NVHC 43/2 NV[JC 43
I IPI IFT
1-2X(1f2"wde)
UPLIFT Use 2 Clips
one on each side
PRODUCT REVISED
•• complying with the Florida
Building Code
NOA-No. 17-0802.08
Expiration iMp 07/30/2020
By /ar'
NVHC43 15123 LANI'ER CREEK LANE I dj vroduct Control
HOUSTON, TX 77068
L2 L1 �T1I p V
1 �Y LL..IL— W/ 1L4e Industries, Inc.
8
N
v
r "r
1
17/27
LOADS BASED ON NDS 2012 (Addendum NDS 2013) & ASCE 7-10
DL =
0.00 psf DL =
0.00 psf
+ LL =
30.00 psf + 0.6 w =
-55.55 psf
UL =
0.00 psf D+0.75L+0.75(0.6w)
-19.17 psf
0.6D-0.6w
-55►5 psf
Ltributa =
1.33 ft Wmax ' • ` *
73.$9 #/ft .'
...•••
WOOD BENDING AND DEFLECTION
.. ......
...:„
,
DEFLECTION
•
L=
4.16 ft .....•
•.•• ••:••'
Wmax =
73.89 #/ft . •....
.... ......
, •
b =
1.50 in
f
d =
3.50 in "
•• •
Fb =
1,100.00 psi CD=1.0
E =
1.60E+06 psi
Ix =
5.36 in
(DL+LL)A=
0.00 in
DL+LL-).L/24o Opem,=
0.21 in, FBC 1610.1
Lmax =
506.90 ft. Allowable for deflection to DL + LL.
( LL ) A =
0.00 in
LL_>L/36o Aperm=
0.14 in, FBC 1610.1
Lmax =
984.83 ft. Allowable for deflection to LL.
0
s, OK Aperm
BENDING
Mmax =
159.83 # - ft VGRAVITY =
0.00 # -ft
S =
1.74 in VNET UPLIFT =
153.68 # - ft
SX =
3.06 in
S
<_, OK SX
Lmax =
5.51 ft. Allowable for bending
USE WOOD
FJOIST (1) 2 X 4 @ 16
in O/C
ALIOSKAR GANEM P.E.
FL. PE #74745
1380 NE MIAMI GARDENS DR. SUITE 245
NORTH MIAMI BEACH, FL. 33179
ALIOSKAR@HOTMAIL.COM
...... ........ ... ...... .... .. . . . .. . ... ......... .... . ... . .......
Project
Subject Sheet No. Inspection
. . . ....... ...... ....
Address i investigation
Job No.: Date'. Design By. 'Reports:
AG
. . . .......
19/27
COUNi'Y .
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Nu-Vue Industries, Inc.
1055 East 29" Street
Hialeah, FL 33013
COPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade Cyjr1ty RER-
Product Control Section to be used in Miami Dade County and other areas whereallowed by tt" Qy.►thority • • . • •
Having Jurisdiction (AHJ). • • • • : . ...
This NOA shall not be valid after the expiration date stated below. The Miami-Dade•EQdnty Product control...:.
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Ct5ti ity) reserve the rigll . . . .
to have this product or material tested for quality assurance purposes. if this pro`dir I.Or ma4efl31' fails to •
perform in the accepted manner, the manufacturer will incur the expense of such testin and tile' 11HJ mad•; • •
immediately revoke, modify, or suspend the use of such product or material with" t4ejr Jurisdio�"on REA � •
reserves the right to revoke this acceptance, if it is determined by Miami-Dadq �gggty ProNit Control
Section that this product or material fails to meet the requirements of the applicable.•buildiLg code. . 0 6.0
This product is approved as described herein, and has been designed to comply with l: the a Florida I3di?ding .
Code including the High Velocity Hurricane Zone. • • 0 •. • :'
DESCRIPTION: Series AB, NVSTA, NVHTA, NVTHJ, IKE, NVTT and NVHC-37 Steel'GPood
Connectors
APPROVAL DOCUMENT: Drawing No. NU-1, titled "Truss and Top Plate Anchors", sheets 1 through 4
of 4, dated 07/17/2017, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E.,
bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and
expiration date by the Miami -Dade County Product Control Section.
ISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 16-0201.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 17-0802.10
CMDADECOExpiration Date: May 22, 2018
Approval Date: November 2, 2017
Page 1
20/27
Nu-Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs
A. DRAWINGS "Submitted under NOA #16-0201.22"
1. Drawing No. NU-1, titled "Truss and Top Plate Anchors", sheets t through 4 of 4, dated
02/18/2008, with last revision dated 01/25/2016, prepared by Nu-Vue Industries, Inc., signed
and sealed by Vipin N. Tolat, P.E.
$... TESTS "Submitted under NOA # 08-0325.02"
......
• • • • • 0 Test jgortj on wood connectors per ASTM D 1761-88 by Product Testing, Inc., signed and
' .
• • • • sealed b� e. R. Caudel, P.E.
• • • • • •
• • *:AU ort No.
Wood Connector
Load Direction
Date
1. "• S
AB-5
F1 and F2
06/03/05
• • • •
•••••�
.****•2. •* J)5,5196A
AB-7
FI andF2
06/11/05
.
3. • • 4.-4995
NVTHJ-26
Upward
01/31/05
• • • •
• • •
.;..4. '.044996
NVTHJ-28
Upward
01/31/05
••
•
5. . • 4b•§612
IKE-1
Upward, L1 and L2
03/20/06
•
06-5622
IKE-2
Upward, L.I and L2
05/01/06
.:....
•
•�6.
•7. .•Q4-4908
NVTT
Upward and L1
07/21/04
� • • � • �
• •' .S. ' 03=4631
NV TT
Upward and L l
06/21 /04
. .
` " 9. 08-6711
NVHC-37
Upward, L1 and L2
03/14/08
C. CALCULATIONS "Submitted under NOA # 08-0325.02"
1. Shear value of common wire nails and steel plate tensile calculations, prepared by Vipin N.
Tolat, P.E., Consulting Engineer, dated 03/20/2008, signed and sealed by Vipin N. Tolat, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under NOA #16-0201.22"
1. Statement letter of code conformance to the 5' edition (2014) FBC and of no financial
interest, dated 01/29/2016, signed and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA # 13-0206.17"
2. Statement letter of code conformance to 2010 FBC and no financial interest, dated
01/31/2013, signed and sealed by Vipin N. Tolat, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0802.1.0
Expiration Date: May 22, 2018
Approval Date: November 2, 2017
E-1
21 /27
ME
Nu-Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. NU-1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4,
dated 07/17/2017, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N.
Tolat, P.E.
B.
TESTS ••••
••••••
.. ....
1. . one.
•
...... ..
•
....0000
......
C.
CALCULATIONS • • • •. 0000
.....
.....
None. .
.
.. .. ....
.. �...
......0
•
D.
QUALITY ASSURANCE • • • • •
;
1. Miami -Dade Department of Regulatory and Economic Resourc" IMER) ..
; • • • •:
.
.. .
E.
MATERIAL CERTIFICATIONS
1. None.
F.
STATEMENTS
1. Statement letter of code conformance to the 5th Edition (2014) and 5th Edition (2017)
FBC and of no financial interest, dated 07/25/2017, signed and sealed by Vipin N.
Tolat, P.E.
10
/24o 7
Carlos 1M. Utrera, P.E.
Product Control Examiner
NOA No. 17-0802. 10
Expiration Date: May 22, 2018
Approval Date: November 2, 2017
E-2
18 Gauge Angle Clips.
vn
wz wi
° y L
o
o °
i
AB-7 AB-5 Typical Installation
Product
Dimensions (inches)
Fastener Schedule
Alowable Loads Ohs)
Code
W1
W2
L
Header
Joist
Fl
F2
AB5
Itjz
2%6
5
3-10dxlY2"
3-10dxl%"
511
595
A137
IY2
2%6
7
4-IOdxlY2"
4-10dx1%"
582
794
Notes: Nail wider angle leg to Joist and Shorter leg to Header.
... . 0 0 *:0 . ..
. .. .. . . . ..
. . • . . . . . . .
•a• . . . • •.• • •
t.JURAL NOTES: • . •
1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) and a minimum
• �galvanized cojVg of�G 60 jper ASW A653.
•2. A 114bl�loeds We llasdettNatignal Desing specifications (NDS) for wood construction, 2015
& 2012 0pd, 'AC 2:7 3nd':Ol:.
•• ••• • • • • • ••
3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for
other species shall be adjusted accordingly.
4. Common wire nail values are based on NDS 2015/2012, G>=0.55 and have been reduced for
Penetration Depth factor P/10D.
5. Allowable loads for wind uplift have already been increased by a duration factor of 60% for
anchor nail. Load values shown are without 33% steel stress increase.
6. Allowable loads for more than a single connection cannot be added together. A design load
which is divided into components in the direction given must be evaluated as follows:
Actual Uplift + Actual Ll + Actual L2 =1.0
Allowable Uplift Allowable Ll Allowable L2
7. Allowable loads are based on lt/Z" thick wood members unless otherwise noted.d F e c y 017
9. All tie beams and grouted concrete masonry shall comply with FBC 2014 oncrete for tie beams
and grout and mortar for concrete masonry shall be a minimum of 2500 psi. Concrete masonry shall
comply with ASTM C90.
9. All tests have been conducted in accordance with ASTM D-1761.
PRODUCT REVISED
as compig 9 with the Florida
Building- t:od•
NOMio. 17-01302.10
Expiration o 2212018
By
MIamF� Product Control
1
Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces.
The strap is made of 14 gauge steel and the seats of 20 gauge steel.
UPLIFT
p.IFt
;Fed
h
Assembly
Product
Code
Dimension
H
(inches)
Total No.
of Fasteners
In Strap
10d x It/z"
Total No. of
Fasteners in
20 GA. Seat
10dx lY"
Allowable Loads (lbs)
Uplift
6
Ll L2
NVSTA12
12
5
6
1046
700
1049
6
6
1141
760
1144
NVSTA16
16
7
6
I236
823
1239
NVSTA20
20
8
6
1331
887
1335
g
6
1426
950
1430
NVSTA22
22
NVSTA24
24
Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel
plates to resist lateral and uplift forces. The seats are made of 20 gauge steel.
UPLIFT
Assembly
Product
Code
combined
Dimension
H
(inches)
Total No.
of Fasteners
in two Straps
10d x l
Total No. of
Fasteners in
20 GA. Seat
1Od x 1%Z"
Allowable
Loads
(lbs)
5
Uplift
s
Uplift
6
Ll
L2
NVHTA12
12
10
6
1506
1766
1050
1450
12
1 6
1695
1987
1181
1631
NVHTA16
16
14
6
1883
2208
1312
1812
NVHTA20
20
16
6
2071
2429
1444
1994
18
6
1 2259
2649
1575
2175
NVHTA22
22
Notes:
1. Nails are necessary
2 t 6
in straps and
h t l f
seat to achieve,
loadin
desing
loads.
NVHTA24
24�
•
•
•
• • • • •
•
• • •
?RODU M wELVh Sh•EFlorid•
• • •
Building
Coda
NOn-No. 17-0802.10
• • • 000
•
•
D t• 0512212018
irxinuon
pl a Product d
. See ao e , s ee or cum m g
3. Nails through chords shall not force the truss plates.
4. For general notes, see sheet 1.
5. For higher uplift loads, concrete shall be 3000 psi.
6. Based on min. 2500 psi concrete.
V1PIN N. TOLAT, PE (CIV1U
Nu-
FL REG. # 12847
♦ lle
l� Industries, Inc' 1053-1059 East 29 Street
i
15123 LANTERN CREEK LANE
Hialeah, Florida 33013
HOUSTON, TX 77068
(305) 694-0397
Fax: (305) 694-0398
\
TRUSS AND TOP PLATE ANCHORS
�/��•J
W
DWG
Sheet:
Date:
Revisions:
Nu-1
2 of
July 17, 2017
— J
12 Gauge -NVTHJ Truss Hip ' r Jaock $ang_e' • : o o o 0 20G Stud Plate Ties
see
r• e— • • •
e. ••� �•� ••• F—L_y
• s� •• • • • s s o
• • e • • • •
H
e Left e e Right e o
IKE-1
b — —d— — a ( ISOMETRIC) �6
a— �.Q `+' T
F--�--1 yP
0)(6 U j
Ty P' H
Jack H
L5-%' 1-2x
IKE-1 IKE-2
NVTHJ-28 similar U.S. Patent No. 4,964,253
Allowable Loads (Ibs) S. Pine
Nail Schedule
Product
Code
Uplift
Loads
Header
Nails 16d
(e)
Hip Nail 1 Od
Jack Nail lOd
a
b
total
c
d
total
NVTFU26
1478
16
4
3
7
2
3
5
NVTHJ28
1931
20
5
4
9
2
3
5
UPLIFT
---I %'
1Udx1Y2,." a Ls can be used
UPLIFT
TYPICAL IKE1
INSTALATION
Dimensions (inches)
Fasteners
Allowable Loads (lbs)
Product
Code
W
H
L
Stud
Plate
Uplift
Ll
L2
HM 1
1V2
5
3V2
6-lOd
4-10d
787
337
337
IKE 2
1Y2
65/s
3Y2
6-1 Od
7-10d
932
451
318
VIPIN N. TOLAT, PE (CIVIL) '7
FL. REG. # 12847 j\ u-Vue Lid-. , Inc
Street
15123 LANTERN CREEK LANE ]053-1059 Fast29 HOUSTON, TX 77058 3
Hiateali Florida
PRODUCT REVISED (305) 694-0301-039397
NVTHJ-28 as shown as compWing with the Florida Fax: (305) 694-0398
NYTHJ-26 similar Budding oe•
ROA-No. 17-0802.10 TRUSS AND TOP PLATE ANCHORS
Expiraibn 05/22l2018 DWG #: Sheet: Date: Revisions:
e
Mia e v net coptrol /25, l—) NU-1 3 of 4 July 17, 2017
N
A
N
4
18 Gauge NVTT Sanibel Truss Strap
Dimensions (inches)
Fasteners Schedule
Allowable Loads (lbs)
Product
Code
W
g
H
L
Truss
Top Plates
Hollow Concrete
upim
Ll
Masomy
NVTT-1
1s/6
13/4
14
13
2-10dxl3Z"
6-10d
--
968
543
NVTT-2
1%6
1%
14
13
2-10dxlY2"
---
6
1584
465
Tapoons
1. 1-10dxly" nail is placed on each side ofthe Truss and 3-10dnails in each leg are placed in
two top plates.
2. 3-Y4"dia. x 1)i" long, 1/4" embedment tapcons are placed in each leg and into the hollow
concrete masonry. Maintain 2y" edge distance from top of the block and spacing of 3"
between the tapcons.
`3Ip
3�A
Nail hole 1
7t
i=
NVTT t and2
fUPLIFT
• •• ••• • • • • •
2 9.da&cOtt t c&Wete masonry with
upcon anchors instead of Wood Plates aodnads.
• • ••• • • • • • •
• ••••• • • • • • • •
••• • • • • •• ••
18 Gauge NVHC 37 SWAY Grip Clip (520)
Nail Schedule Allowable Design Loads (lbs)
Product Code
Description
Header
or Plate
Joist
or Stud
Uplift
Ll
L2
NVHC 37 5 Way Clip
16-8d or
16-IOd
12-8d or
12-10d
702
560
637
134
1 T/e
UPLIFT
L2f
UPLIFT
� • .
• 2 / Li
L2
f
Ll
1 2..
4"
PRODUCT REVISED
as comply�'ng with the Florida
Bulldlnp Cod•
►ww-No. 17-0802.10
Expiration Date 05/22/2018
By
I111aml-05:7roduct Control
ha
tr
N
4
26/27
Daniel T. Li PROJECT: PAGE:
i Ii�itaeerittgIntelrtztianal CLIENT: DESIGN BY:
JOB NO.: DATE: REVIEW BY:
Allowable Stress Design of Masonry Bearing Wall Based on TMS 402-081 IBC 09
INPUT DATA & DESIGN SUMMARY Pt
�
SPECIAL INSPECTION (0=NO, 1=YES) 1 Yes e
TYPE OF MASONRY ( 1=CMU, 2=BRICK) 1 CMU L NV'Ms
MASONRY STRENGTH fm = 1.5 ksi V2
w2 (Plf/ft) Shear Moment
REBAR YIELD STRESS fy = 60 ksi
ALLOWABLE INCREASING ? (IBC/CBC 1605.3.2) Yes
SERVICE GRAVITY LOAD P = 750 Ibs / ft
SERVICE LATERAL LOAD W, = 62.92 plf / ft L M,
SERVICE PARAPET LOAD W2 = 0 plf / ft
THICKNESS OF WALL t = 8 in
PARAPET HEIGHT hp = 0 ft \v,
WALL HEIGHT h = 10 ft wi (Plf/ft) Shear Moment
ECCENTRICITY e = 0 in
MASONRY SPECIFIC WEIGHT ym = 130 pcf [THE WALL DESIGN IS ADEQUATE.]
WALL HORIZ. REINF. 1 # 5 @ 32 in o.c. (at middle)
WALL VERT. REINF. 1 # 5 @ 32 in o.c. (at middle)
ANALYSIS
VERT. REINF. AREA AT EACH SIDE AS = 0.12 in MODULAR RATIO n = 21.48
EFFECTIVE DEPTH (TMS 1.15.3.5) d = 3.82 in REINFORCEMENT RATIO p = 0.0025
WIDTH OF SECTION bW = 12.00 in ALLOWABLE STRESS FACTOR SF = 1.333
EFFECTIVE THICKNESS to = 7.63 In THE NEUTRAL AXIS DEPTH FACTOR IS
MA800l'ELASTIQITY MODULUS Em = 1350 ksi z
• • • • k = 2 pn + ( pn) — pn = 0.28022
STEEL E4ASTICI-CY AODLLUS ES = 29000 ksi
TH j.•
A*%QCVABLE.&T0E,86 DUE TO FLEXURE IS THE ALLOWABLE REINF. STRESS DUE TO FLEXURE IS
• ••••••
Fb.T.(SF)(0.33y' ) = 660 psi Fs=(1.33 or 1.0)(24000 or 20000)= 32000 psi
6096 • • • . .a
THE131, ffANCE F1V11i IrO*TTOM TO M, IS THE GOVERNING MOMENTS AND AXIAL FORCES ARE
00*0
,S —•h+ h — 'C — Pe = 5.0 ft M, = l .OS2 [Pe+-��-'(hz—h p�JZ = 826 ft-Ibs/ft
P ' 2h. hw, 2w,h
p, = P + wall weight = 1183 Ibs / ft
THE t-VVE0 *0 KING SHEAR FORCES ARE w2h2
� - 0 ft-Ibs/ft
2h z h
_ (h+hp) w, Pe _ Mz = 2 -
V'=�h+lznlw� + 315 Ibs/ft
1 pz=P+(wall weight = 750 Ibs/ft
V 2 = hw, —V r 315 Ibs / ft THE GOVERNING SHEAR STRESS IN MASONRY IS
MA'(V. Vz V3)
V 3 = h,W2 = 0 Ibs / ft f v = ' = 3.44 psi
tA,
DETERMINE THE REGION FOR FLEXURE AND AXIAL LOAD (MDG-3 Tab 12.2.1, Fig 12.2-12 & 13, page 12-25).
d `6d d `(2d 3) d 4 t2 3)
1. Wall is in compression and not cracked. 2. Wall is cracked but steel is in compression. 3. Wall is cracked and steel is in tension.
REGION 3 APPLICABLE FOR (M1, P1)
REGION 1 APPLICABLE FOR (M2, P2) 1
27/27
CHECK REGION 1 CAPACITY
z to ( 6278 ft-Ibs / ft > M, [Not applicable]
Mm=b6eFb—P5 =j
l 6324 ft-Ibs / ft > MZ [Satisfactory]
CHECK REGION 2 CAPACITY
2P 2 366 ft-Ibs / ft < M1 [Not applicable]
M. — P to — _
2 3&,Fb 234 ft-Ibs / ft > M2 [Not applicable]
CHECK REGION 3 CAPACITY (The moment maybe limited by either the masonry compression or steel tension, MDG-3 page 12-25).
M.=MIN ZbWFbl d—�)—Prd--) , ASF,(d—')+P(2—kd )]
[ ) ll J
1220 ft-Ibs / ft > M, [Satisfactory]
— 2 - s/ ft > M Not applicable]
12 0 ft Ib 2 [ pp ]
ALLOWABLE SHEAR STRESS IS GIVEN BY
Fv = (SF) MIN ( f m , 50) = 51.64 psi f„ [Satisfactory]
Technical References:
1. "Masonry Designers' Guide, Third Edition" (MDG-3), The Masonry Society, 2001.
•
•
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•
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JOHN IBARRA & ASSOCIATES, INC.
Professional Land Surveyors & Mappers
W W W.I BARRALAN DS U RVEYORS.COM
777 N.W. 72nd AVENUE 4551 TAMIAMI TRAIL NORTH
SUITE 3025 SUITE # 200
MIAMI, FLORIDA 33126 NAPLES, FL 34103
PH: (305) 262-0400 PH- (239) 540-2660
FAX: (305) 262-0401 FAX: (239) 540-2664 try
MAP OF BOUNDARY SURVEY x
46 NE 93rd STREET, MIAMI SHORES, FL 33138
±22' ASPHALT
NE 93rd STREET PVMT.
10..83' 1-0, B9 10, 99, 4
I x/- -x�
75' TOTAL RIGHT-OF-WAY
SET T.B.M.
a— _Ile NAIL B DISK
i� T.B.M. —
(A)
Lb . GRAPNiUSCAVE"V
±24' PWY m iE}• • :•••r� ••:• 20
F.I.P. I /2"
11NQH%620 FEET•NO CAP • • • • •
...... F.1.:P:.iX211....... .
220.00 S'.CONG:.S.WK .'.. 75.-OOk :..:..'.'.......P:I:P,.'! ' • • • • • . • • i • • •
NO. CAP.' ............ ................... ABB•••••• •••••
.............................. ..NO .CAP.'.•.•.'. • • • • •
5,00 890 A - ARC R Zip S AND ZIEANINGS
S .. (� AC - AIR CONDITIONER PAD, 0 J, - OVERHEAD •
I �O Z A't - ANCHOR
EASEMENT. • • • • • • O H.L.- OV[RMAD UTIUTY UNE5 •
I Yl O R B� OFFICIAL RCC R • S� • •
S" oc A5 - µUMINUM SHED. • • OyU � T • •
.� Q ASPH.- ASPHALT. • • • R RMNG
<D I O.C�R &OCK CORm!X
BROWARD COUNTY RltoRDS • • • A. - PROPERRTY UNE. • • • • •
.� BLDG, : BUILDING. • • T•C.C.•POINT OF COMPEUND CURVE.
U-1 ,Z, _ B.M.- BENCH NMI!/, • • •
N O B.O.B.- BA50 OF BEARINGS. • P.C. POD OF CURVE.
Z I O D.S.L.-B.RDING-TTBICTUNE •P• .-F TOFOf COMMENCE
POE.- POINT OF COMMENCEMENT.
('() C - CALCULATED POB.- POINT OF BEGINNING.
U I C.B - CATCH BASIN. P.R.C.- POINT OF REV[R5E CURVE
C.B.S - CONCRETE BLOCK 5TRUCFURE. P.B.- PEAT BOOR.
COLUMN CBW - CONCRETE BLOCK WALL PG.- PAGE.
CH.- crow.rW
0.02' CH.B.- ONMD BEARING. PRM. - PERMANENT REFERENCE MONUMENT.
PA AY.
(1.35'X1.35')
C. B W C - C- ECA P.L.S.- PROFESSIONµ LAND SURVEYOR
-
PLANTER r CHNN LINK FENCE. R - RECORDED M5TANCE.
DEN r , NTER 10 04' CONE.- CANAL MAINTENANCE EASEMENTS. RR- RAIL ROAD.
LONE.- CONCRETE. RE5.- RESIDENCE.
v ! 5.73' — — N PL C.P.. CONC. PORCH. PROF. COTE- PROPERTY GARNER
1. 1 O' CL I PLANTER AREA _ TILE PORCH.'.';' N C.5.-CONCRETE51A8. RW- TIGHT -OF -WAY.
ELEV. C.U.P.- CONIC. UTILITY POLE RP.- RADIUS POINT.
C.W.- CONCRETE WALK RGE.- RANGE,
12.5G' Di- DRAINAGE EASEMENT .
25.77' D.M.E.- DRAINAGE MAINTENANCE EASEMENTS 5TY.-5 a Y.
DRIVE - DRIVEWAY
A I - DEGREES. DPI P.- SET INN PIP[ LB. 17000.
- SIDEWALK.
E - GIST. S.P. - SCREENED PORCH
ONE STORY EB-E ECTRIO BOK B.-SOUTH.
LOT - 9 _ — �r _ E.T.P.- E ELF Bc TRANSFORMER PAD.
REMAINDER W.F. N ntV- ELEVATION-xLO1NT
BLOCK 2 I W 1/2 OF I C.L.F. CNCR- ENCROACHMENT TB - TELEPHONE BOOTH
IE) RE5. # 46 P.m. FIRE HYDRANT. T.U.E. TECHNOLOGYUTIUTYCA5EMENT
LOT - 8 �' I lf1 P.I.P.- FOUND IRON PIP[. T5B - TRAFFIC SIGNAL BOX
I� P.IR- FOUND IRON ROD.
13 T.S.P. - TRAFFIC SIGNAL Pole
BLOCK - 2 co F.N D - FMM5r=NAIFILOOR ELEVATION TWP - TOWNSHIP.
°Q I E. I /2 OF PR OSED D cp Q UTR.- UTILITY.
,,ww FR -FRAM[.
~ `/ IT. FEET. U.P.- WATER
MET
o I LOT - 8 I - _ W.M.- WATER WOOD NEE.
0 12.5G' LOT - 7 F NI'- FOUND NAIL IONAL INSURANCE W.R.- WOOD ROOF,
LLI Ln STEPS BLOCK - 2 I BLOCK - 2 N H.- HIGMD[KMo W.M. - WATER METER
C) . I.F.V IRRIGATIONjCONTROL VALVE W.F.- WOOD FENCE.
Z I N N 27 1 7' RNA Er.- INGRESS AND EGRESS EASEMENT. W.R.
- WOOD WOOD 5HED.
J X L.B. - Cekrfir to d AAA,—t- L.047000 W - W[5T
F- V L. LIGHT POLE. E.-LOWr5TFUOOR1UEV ON. C -CENTER UNE.
I0.02' I Z.OS'q N L.Ml-EAU MAINTENANCE EASEMENT. Z -CENTRAL ANGLE.
0 - ANGLE.
* TRELLIS 15.72' 10,04, ~ LOT - 6 M. MI RED DISTANCE.
5H EDP MD . MAIL BOX . OVERHEAD UTWTY LINES
M.D.C.R- MIAMI DADE COUNTY RECORDS ZJ� • CONCRETE BLOCK WALL
�' I M.C.- MAINTENANCE EASEMENTS * —I(- - - - CHNN LINK FENCE
FILTERS PAD � BLOCK - 2 MON.-MONUMENT LINE. B b -IRON FENCE
E PUMP \ 7.` A/C ELEV O MH -MANHO E.-WOOD" CC
VA - MONUMENT UNE. - FOLDING SF*BY;K UNE
C.L.F. B Q \ \ ✓ ✓ = I I .OS W N.AF - NOT A PAR OF. — — — — - UTUTY WEM[N
\ \ \ \ ✓ v ' ✓ Z NGVD - NATIONAL GEODETIC VERTICAL DATUM. It ,l// - LIMITED ACCM5 RAW
\ \ `i • N. -NORTH.
( / - NON -VEHICULAR ELEVATIONS
RAV
\' \ \. \ ✓ U) N.T.S. - NU TO SCALE. ♦ 0.00 - IX15TING ELEVATIONS
I d/ J \ \ \' �• � ' In I -NO. - NIMD[R.
O I LQ a5 -OFFSET.
I �
LJ
POOL C.L.F. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY:
K .'✓ I • THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS
SURVEY.
✓ ✓ \ . \ (h THE PURPOSE OF THIS SURVEY 15 FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING
✓ v J TILE POOL, DECK y Ur) AND SHOULD NOT BE USED FOR CONSTRUCTION PURPO5f5,
✓ - • DM IN
Of THE ABSTRACT Of TITLE WILL HAVE TO BE MADE TO DETERMINE
\ \ \ \ RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY.
• THIS SURVEY 15 SUBJECT TO DEDICATIONS, LIMITATIONS, RE5TRICTION5, RESERVATIONS OR
EASEMENTS OF RECORD.
D� • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY.
GAS TANK I (L2) • BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY
. Cph ® 8 O.GO' ENCR. WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE;
I O' CL
Q I ago THE WALLS OR FENCES MAY BE EXAGGERATED FOR CLARITY PURPOSES.
�� Ste,, • EA5EMENT5 AS SHOWN ARE PER FLAT BOOK. UNLE55 DEPICTED OTHERWISE.
THE TERM 'ENCROACHMENT' MEANS V151BLE AND ABOVE GROUND ENCROACHMENTS.
F.I.P. 112' • ARCHITECTS 5HALLL VERIFY ZONI G REGULATIONS. RESTRICTIONS. SETBACKS AND WILL BE
25.00' W.F. I— —x--x —*-L —�c
NO CAP RESPONSIBLE FOR SUBMITTING
• PLOT PLANS WITH CORRECT INFORMATION FOP 'APPROVAL FOR AUTHORIZATION' TO THE
I 75.00R 1 U.P. PROPER AUTHORITIES IN NEW CONSTRUCTION.
• UNLESS OTHERWISE NOTED, TH15 FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING ND/OR
Q C FOUNDATIONS
) ,.
15' ALLEY (N.A.P.)
9' A5PHALT LD
• FENCE OWNERSHIP NOT DETERMINED.
\I. u)
• THIS PLAN OF SURVEY, HA5 BEEN PREPARED FOR THE FJlCLU5IVE USE OF THE ENTITIES
PVMT.
NAMED HEREON, THE CERTIFICATE
.\I
• DOES NOT EXTEND TO ANY UNNAMED PARTY.
LOT - 15
FLOOD ZONE INFORMATION.
BLOCK - 2 I LOT - 16 W F'
C•e•w•
LOT - 17
I
LOT - 18 THE NFIP FL000 MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN. -
BLOCK - 2
BLOCK - ?_
FLOODZONE- ?
BLOCK - 2 BASE FLOOD ELEVATION: NIA.
COMMUNITY: 120652
PANEL: 002
SUFFIX: L
ADDITIONAL NOTES:1
DATE OF FIRM: 09/112"
THE SUBJECT PROPERTY DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA.
ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC
SURVEYOR'S NOTES:
VERTICAL DATUM OF 1929; MIAMI-DADE COUNTY BENCHMARK # N-568, @
I . IF SHOWN, BEARINGS ARE REFERRED TO N A55UMED MERIDIAN, BY 5AID PLAT IN THE
DESCRIPTION OF THE PROPERTY, IF NOT, BEARINGS ARE THEN REFERRED TO COUWTY,
NE 95 STREET & N MIAMI AVE, ELEVATION IS 9.65 FEET OF N. G. V. D. OF
TOWNSHIP MAPS.
2. THE CL05URE IN THE BOUNDARY SURVEY 15 ABOVE 1:7500 FT.
1929.
3. CERTIFICATE OF AUTHORIZATION LB III780G.
ENCROACHMENT NOTES:
SURVEYOR'S CERTIFICATION:
A. NORTH SIDE OF THE SUBJECT PROPERTY,
I HEREBY CERTIFY: TH15 "BOUNDARY SURVEY Of THE PROPERTY DESCRIBED HEREON, HAS RECENTLY BEEN
ASPHALT RETURN IS ENCROACHING INTO THE
SURVEYED AND DRAWN UNDER MY SUPERVISION, AND COMPLIES WITH THE STANDARDS OF PRACTICE
RIGHT OF WAY OF NE rd STREET.
A5 SET FORTH BY THE FLORIDA BOARD OF PROFE5510NAL LAND SURVEYORS IN CHAPTER 5J-17, FLORIDA
B. SOUTH SIDE OF THE SUBJECT PROPERTY, CHAIN
U
ADMINISTRATIVE CODE PUR5UAN TO 472.027. FLORIDA STATUTES.
LINK FENCE IS ENCROACHING INTO THE
NEIGHBOR'S PROPERTY,
w BY: 0910612018
t CARL57SIBARRA (DATE OF FIELD WORK)
1 E
PROFESSIONAL LAND SURVEYOR NO.: G770 STATE OF FLORIDA -
I (NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RA5ED 5EAL OF A FLORIDA SURVEYOR
AND MAPPER). r
+ REVISED ON:
R $ REVISED ON: L
B
C
1
LOCATION_SKETCH
SCALE -N.T.S.
CERTIFICATION: DRAWN BY. DP
MAPC05 LEDE5MA
LEGAL DESCRIPTION. FIELD DATE. 0910612018
LOT 7 AND THE EAST 112 OF LOT 8, BLOCK 2, AN AMENDED PLAT OF
MIAMI SHORES 5ECTION 1, A SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, A5 RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC SURVEY NO: 17-002774-2
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
SHEET. 11 OF 1
Miami -Dade County Department of Regulatory and Economic Resources
M'® Herbert S. Saffir Permitting and Inspection Center
11805 S.W. 261h Street • Miami, FL 33175
1k(i;Yri tirccl'rtrr c'+rry :5m (786) 315-2000
NOTICE TO MIAMI-DADE COUNTY BUILDING OFFICIAL OF EMPLOYMENT AS SPECIAL INSPECTOR
UNDER THE FLORIDA BUILDING CODE
r_
I (We) have been retained by to perform special inspector services under
the Florida Building Code at the project on the below listed structures as of
(date). I am a registered architect or professional engineer licensed in the State of Florida.
PROCESS NUMBERS: ,
10
-•I
SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20
❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH, FBC 2319.17.2.4.2
D( SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.2.4
❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2
❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1
❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12
(For tilt -up walls systems, inspect reinforcement as well)
❑ SPECIAL INSPECTOR FOR CURTAIN WALL, FBC 2414.7 "
❑ SPECIAL INSPECTOR FOR STRUCTURAL GLAZING, FBC 2415.7.2
❑ SPECIAL INSPECTOR FOR LIGHTWEIGHT INSULATING CONCRETE, FBC 1917.2 (R4405.12.2)
❑ SPECIAL INSPECTOR FOR
Note: Only the marked boxes apply.
The following individual(s) employed by this firm, or me are authorized representatives to perform inspection *
1,ALIOSKAR GANEM 2.
3. 4.
*Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education
or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include: licensure as a
professional engineer or architect; graduation from an engineering education program in civil or structural engineering;
graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or
registration as building inspector or general contractor.
I (We) will notify the Miami -Dade County Building Official of any changes regarding authorized personnel performing inspection services.
I (We) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference
by the Miami -Dade County Building Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by
the County. The County building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector
hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under
each Building Permit, I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed
statem�I%Mfiiliogp at to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet
t \Ading Code and are in substantial accordance with the approved plans.
`�� ��.• ' SF zV �� Engineer/Architect
Name AI InSKARs,ANEM
Q- • ,
4745 (PRINT)
Address 18200 NE 19th AVE. SUITE 105
gne an Sealed
SATE OF ��; 786 916-6546
Phone No.
s
d M�
dlEdutpfl�.9 t��
Residential System Sizing Calculation
Summary
Project Title:
- 46 NE�93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138
3/6/2018
Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(M)
Humidit data: Interior RH 50%
Outdoor
wet bulb 79F Humidity difference 57 r.
Winter design temperature(MJ8 99%) 52
F
Summer design temperature(MJ8 99%) 99
F
Winter setpoint
70
F
Summer setpoint
75
F
Winter temperature difference
18
F
Summer temperature difference
24
F
Total heating load calculation
23588
Btuh
Total cooling load calculation
42244
Btuh
Submitted heating capacity
% of calc
Btuh
Submitted cooling capacity
% of calc
Btuh
Total (Electric Strip Heat)
135.7
32000
Sensible (SHR = 0.75)
99.9
36000
Latent
193.2
12000
Total
113.6
48000
WINTER CALCULATIONS
Winter Heatina Load (for 1834 salt
Load component
Load
Window total
373
sqft
7246
Btuh
Wall total
1845
sqft
4956
Btuh
Door total
63
sqft
522
Btuh
Ceiling total
1834
sqft
1487
Btuh
Floor total
1834
sqft
7034
Btuh
Infiltration
87
cfm
1719
Btuh
Duct loss
623
Btuh
Subtotal
23588
Btuh
Ventilation
0
cfm
0
Btuh
TOTAL HEAT LOSS
23588
Btuh
Ceilings(8.3%j
Walls(21.0%)
windows(30.7%)
F.m((298%)SUMMER CALCULATION ��\\Q✓1
aummer l:oolln Loao Tor l tsa4 S T[
Load component
Load
Window total
373
sqft
11967
Btuh
Wall total
1845
sqft
5507
Btuh
Door total
63
sqft
823
Btuh
Ceiling total
1834
sqft
2809
Btuh
Floor total
7425
Btuh
Infiltration
65
cfm
1719
Btuh
Internal gain
4850
Btuh
Duct gain
931
Btuh
Sens. Ventilation
0
cfm
0
Btuh
Blower Load
0
Btuh
Total sensible gain
36032
Btuh
Latent gain(ducts)
488
Btuh
Latent gain(infiltration)
2524
Btuh
Latent gain(ventilation)
0
Btuh
Latent gain(internal/occupants/other)
3200
Btuh
-Total latent gain
6212
Btuh
TOTAL HEAT GAIN
42244
Btuh
nAKuru. a
.,.,.,m
it t ur Z.
)f�4Q►i'{Z$ ��
walls(13.0%)
Latentint(aD
Floors(17.6%}
EnergyGauge® Systn Sizing
PREPARED BY: iO neYY►
DATE: 0 /
EnergyGauge® / USRCZB v6.0
Residential Window Diversity
MidSummer
Project Title:
46 NE 93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138
3/6/2018
Weather data for: Miami - Defaults
Summer design temperature
99
F
Average window load for July
8106 Btuh
Cooling setpoint
75
F
Peak window load for July
9545 Btuh
Summer temperature difference
24
F
Excusion limit(130% of Ave.)
10538 Btu
Latitude
25.82
North 1
Window excursion Jul
None
WINDOW Average and Peak Loads
TChl art
8 10 12 14 16 1s 20
_. Window !LLoad ( -- 'Lim'itfor excursion -- 12 Hour Average
Total July Window Load(Radiation and conduction)
The midsummer window load for this house does not exceed the window load excursion limit.
This house has adequate midsummer window diversity.
EnergyGauge® System Sizing for Florida residences only
PREPARED BY:
DATE: 0
EnergyGauge® / USRCZB v6.0
Residential Window Diversity
October
Project Title:
46 NE 93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138
3/6/2018
Weather data for: Miami - Defaults
Summer design temperature
99
F
Average window load for October
7844 Btuh
Cooling setpoint
75
F
Peak window load for October
9888 Btuh
Summer temperature difference
24
F
Excusion limit(130% of Ave.)
10197 Btu
Latitude
25.82
North 1
Window excursion October
None
WINDOW Average and Peak Loads
TGhart
1010DO-
9,ODO '
, `J ■ .ems i
t
�i
5,000 4
a 10 12 14 16 18 20
f
—• Window Load (Btuh) -- Lirrlitfor excursion -- 123 Hour Average
Total October Window Load(Radiation and conduction)
The October window load for this house does not exceed the window load excursion limit.
This house has adequate October window diversity.
EnergyGauge® System Sizing for Florida residences only
PREPARED BY:
DATE:
EnergyGauge® / USRCZB v6.0
System Sizing Calculations - Winter
Residential Load - Whole House Component Details
Project Title: -
46 NE 93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138 Building Type: User
3/6/2018
Reference City: Miami, FL (Defaults) Winter Temperature Difference: 18.0 F (MJ8 99%)
Component Loads for Whole House
Window
Panes/Type Frame U
Orientation Area s ft X
HTM=
Load
1
1, NFRC 0.28(StrnMetal 1.08
N
31.5
19.4
612 Btuh
2
1, NFRC 0.28(StrrTMetal 1.08
N
60.0
19.4
1166 Btuh
3
1, NFRC 0.28(Strrrloetal 1.08
N
31.5
19.4
612 Btuh
4
1, NFRC 0.28(Strrdoetal 1.08
E
63.0
19.4
1225 Btuh
5
1, NFRC 0.28(StrnMetal 1.08
E
12.5
19.4
243 Btuh
6
1, NFRC 0.28(StrryMetal 1.08
S
31.5
19.4
612 Btuh
7
1, NFRC 0.28(StrrrMetal 1.08
S
84.0
19.4
1633 Btuh
8
1, NFRC 0.28(Strrdoetal 1.08
S
31.5
19.4
612 Btuh
9
1, NFRC 0.28(StrrrMetal 1.08
W
21.0
19.4
408 Btuh
10
1, NFRC 0.28(Strrrloetal 1.08
W
6.3
19.4
122 Btuh
Window Total
372.8 s ft
7246 Btuh
Walls
Type Ornt. Ueff.
R-Value
Area X
HTM=
Load
(Cav/Sh)
1
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
103
2.69
276 Btuh
2
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
110
2.69
295 Btuh
3
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
177
2.69
476 Btuh
4
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
60
2.69
161 Btuh
5
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
127
2.69
341 Btuh
6
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
365
2.69
979 Btuh
7
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
127
2.69
341 Btuh
8
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
71
2.69
190 Btuh
9
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
167
2.69
448 Btuh
10
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
40
2.69
107 Btuh
11
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
89
2.69
238 Btuh
12
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
411
2.69
1104 Btuh
Wall Total
1845 s ft
4956 Btuh
Doors
Type Storm Ueff.
Area X
HTM=
Load
1
Wood - Exterior, n (0.460)
21
8.3
174 Btuh
2
Wood - Exterior, m (0.460)
21
8.3
174 Btuh
3
Wood - Exterior, m (0.460)
21
8.3
174 Btuh
Door Total
63 s ft
52213tuh
Ceilings
Type/Color/Surface Ueff.
R-Value
Area X
HTM=
Load
1
Vented Attic/L/Tile (0.045)
19.0/2.0
1834
0.8
1487 Btuh
Ceiling Total
1834 s ft
14876tuh
Floors
Type Ueff.
R-Value
Size X
HTM=
Load
1
Raised - Open (0.213) 2.0
1834.0 sqft
3.8
7034 Btuh
Floor Total
1834 s ft
7034 Btuh
Envelope Subtotal:
21245 Btuh
Infiltration
Type Wholehouse ACH Volume(cuft)
Wall Ratio
CFM=
Natural
0.32 16506 1.00
86.8
1719 Btuh
EnergyGauge® / USRCZB v6.0 Page 1
Manual J Winter Calculations
Residential Load - Component Details (continued)
Project Title:
46 NE 93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138 Building Type: User
3/6/2018
Duct load
Average sealed, R6.0, Supply(Att), Return(Att) (DLM of 0.027)
623 Btuh
All Zones
Sensible Subtotal All Zones
23588 Btuh
HOLE HOUSE TOTALS
Subtotal Sensible Heat Loss 23588 Btuh
Totals for Heating Ventilation Sensible Heat Loss 0 Btuh
Total Heat Loss 23588 Btuh
EQUIPMENT
1. Electric Strip HeatI t 32000 Btuh
Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values)
or - Glass as 'Clear' or'Tint' (Uses U-Factor and SHGC defaults)
U - (Window U-Factor)
HTM - (ManualJ Heat Transfer Multiplier) 10
Version 8
EnergyGauge® / USRCZB v6.0 Page 2
System Sizing Calculations - Summer
Residential Load - Whole House Component Details
Project Title:
46 NE 93rd ST 46 NE 93rd ST `
MIAMI SHORES, FL 33138
3/6/2018
Reference City: Miami, FL Temperature Difference: 24.OF(MJ8 99%) Humidity difference: 57gr.
Component Loads for Whole House
Type*
Window Area(sqft)
HTM
Load
Window
Panes SHGC U InSh
IS
Ornt
Gross
Shaded UnshadedShaded
Unshaded
1
1 NFRC 0.28, 1.08 B-L
No
N
F2.0ft.1.0ft.
31.5
0.0 31.5
29
29
903
Btuh
2
1 NFRC 0.28, 1.08 B-L
No
N
60.0
0.0 60.0
29
29
1721
Btuh
3
1 NFRC 0.28, 1.08 B-L
No
N
31.5
0.0 31.5
29
29
903
Btuh
4
1 NFRC 0.28, 1.08 B-L
No
E
63.0
7.9 55.1
29
43
2607
Btuh
5
1 NFRC 0.28, 1.08 B-L
No
E
2.Oft.
1.0ft.
12.5
3.3 9.2
29
43
492
Btuh
6
1 NFRC 0.28, 1.08 B-L
No
S
2.Oft.
1.0ft.
31.5
31.5 0.0
29
30
903
Btuh
7
1 NFRC 0.28, 1.08 B-L
No
S
2.Oft.
1.0ft.
84.0
84.0 0.0
29
30
2409
Btuh
8
1 NFRC 0.28, 1.08 B-L
No
S
2.Oft.
1.0ft.
31.5
31.5 0.0
29
30
903
Btuh
9
1 NFRC 0.28, 1.08 B-L
No
W
2.Oft.
1.Oft.
21.0
2.0 19.0
29
43
879
Btuh
10
1 NFRC 0.28, 1.08 B-L
No
W
2.Oft.
1.Oft.
6.3
1.6 4.6
29
43
246
Btuh
Window Total
1
1 373 (sqft)
11967
Btuh
Walls
Type
LI-Value
R-Value
Area(sqft)
HTM
Load
Cav/Sheath
1
Concrete BIk,Hollow - Ext
0.15
4.1/0.0
102.7
3.0
306
Btuh
2
Concrete Blk,Hollow - Ext
0.15
4.1/0.0
110.0
3.0
328
Btuh
3
ConcreteBlk,Hollow -Ext
0.15
4.1/0.0
177.3
3.0
529
Btuh
4
ConcreteBlk,Hollow -Ext
0.15
4.1/0.0
60.0
3.0
179
Btuh
5
Concrete Blk,Hollow - Ext
0.15
4.1/0.0
126.8
3.0
379
Btuh
6
Concrete Blk,Hollow - Ext
0.15
4.1/0.0
364.5
3.0
1088
Btuh
7
Concrete Blk,Hollow - Ext
0.15
4.1/0.0
126.8
3.0
379
Btuh
8
Concrete Blk,Hollow- Ext
0.15
4.1/0.0
70.8
3.0
211
Btuh
9
ConcreteBlk,Hollow -Ext
0.15
4.1/0.0
166.7
3.0
497
Btuh
10
Concrete Blk,Hollow - Ext
0.15
4.1/0.0
40.0
3.0
119
Btuh
11
Concrete Blk,Hollow- Ext
0.15
4.1/0.0
88.5
3.0
264
Btuh
12
Concrete Blk,Hollow- Ext
0.15
4.1/0.0
410.9
3.0
1226
Btuh
Wall Total
1845 (sqft)
5507
Btuh
Doors
Type
Area (sqft)
HTM
Load
1
Wood - Exterior
21.0
16.1
338
Btuh
2
Wood - Exterior
21.0
11.6
243
Btuh
3
Wood - Exterior
21.0
11.6
243
Btuh
Door Total
63 (sqft)
823
Btuh
Ceilings
Type/Color/Surface
LI-Value R-Value Area(sqft)
HTM
Load
1
Vented Attic/Lightrrile
0.045
19.0/2.0
1834.0
1.53
2809
Btuh
Ceiling Total
1834 (sqft)
2809 Btuh
Floors
Type
R-Value
Size
HTM
Load
1
Raised - Open
2.0
1834 (sqft)
4.0
7425
Btuh
Floor Total
1834.0 (sqft)
7425
Btuh
Envelope
Subtotal:
28531
Btuh
EnergyGauge® / USRCZB v6.0 Page 1
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate: FL_MIAMI_INTL_AP
46 NE 93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138
3/6/2018
Infiltration
Type Average ACH Volume(cuft) Wall Ratio CFM=
Natural 0.24 16506 1 65.1
Load
1719 Btuh
Internal
gain
Occupants Btuh/occupant Appliance
5 X 230 + 3700
Load
4850 Btuh
Sensible Envelope Load:
35100 Btuh
Duct load
Average sealed, Supply(R6.0-Attic), Retum(R6A-Attic) (DGM of 0.027)
931 Btuh
Sensible Load All Zones
36032 Btuh
EnergyGauge® / USRCZB v6.0 Page 2
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate: FL_MIAMI_INTL_AP
46 NE 93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138
3/6/2018
WHOLE HOUSE TOTALS 71
Sensible Envelope Load All Zones
35100 Btuh
Sensible Duct Load
931 Btuh
Total Sensible Zone Loads
36032 Btuh
Sensible ventilation
0 Btuh
Blower
0 Btuh
Whole House
Total sensible gain
36032 Btuh
Totals for Cooling
Latent infiltration gain (for 57 gr. humidity difference)
2524 Btuh
Latent ventilation gain
0 Btuh
Latent duct gain
488 Btuh
Latent occupant gain (5.0 people @ 200 Btuh per person)
1000 Btuh
Latent other gain
2200 Btuh
Latent total gain
6212 Btuh
TOTAL GAIN
42244 Btuh
EQUIPMENT
1. Central Unit # 48000 Btuh
'Key: Window types (Panes - Number and type of panes of glass)
(SHGC - Shading coefficient of glass as SHGC numerical value)
(U - Window U-Factor)
(InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R))
- For Blinds: Assume medium color, half closed
For Draperies: Assume medium weave, half closed
For Roller shades: Assume translucent, half closed
(IS - Insect screen: none(N), Full(F) or Half(''/z))
(Ornt - compass orientation)
EnergyGauge® / USRCZB v6.0 Page 3
System Sizing Calculations - Winter
Residential Load - Room by Room Component Details
Project Title:
46 NE 93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138 Building Type: User
3/6/2018
Reference City: Miami, FL (Defaults) Winter Temperature Difference: 18.0 F (MJ8 99%)
Component Loads for Room #1: Main
Window
Panes/Type Frame U
Orientation Area s ft X
HTM=
Load
1
1, NFRC 0.28(StrrrMetal 1.08
N
31.5
19.4
612 Btuh
2
1, NFRC 0.28(Strnt$etal 1.08
N
60.0
19.4
1166 Btuh
3
1, NFRC 0.28(StrnMetal 1.08
N
31.5
19.4
612 Btuh
4
1, NFRC 0.28(StrrrMetal 1.08
E
63.0
19.4
1225 Btuh
5
1, NFRC 0.28(StrrrMetal 1.08
E
12.5
19.4
243 Btuh
6
1, NFRC 0.28(StrrrMetal 1.08
S
31.5
19.4
612 Btuh
7
1, NFRC 0.28(StrrrMetal 1.08
S
84.0
19.4
1633 Btuh
8
1, NFRC 0.28(StrrrMetal 1.08
S
31.5
19.4
612 Btuh
9
1, NFRC 0.28(StrrrMetal 1.08
W
21.0
19.4
408 Btuh
10
1, NFRC 0.28(StrrrMetal 1.08
W
6.3
19.4
122 Btuh
Window Total
372.8 s ft
7246 Btuh
Walls
Type Ornt. Ueff.
R-Value
Area X
HTM=
Load
(Cav/Sh)
1
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
103
2.69
276 Btuh
2
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
110
2.69
295 Btuh
3
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
177
2.69
476 Btuh
4
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
60
2.69
161 Btuh
5
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
127
2.69
341 Btuh
6
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
365
2.69
979 Btuh
7
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
127
2.69
341 Btuh
8
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
71
2.69
190 Btuh
9
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
167
2.69
448 Btuh
10
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
40
2.69
107 Btuh
11
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
89
2.69
238 Btuh
12
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
411
2.69
1104 Btuh
Wall Total
1845 s ft
4956 Btuh
Doors
Type Storm Ueff.
Area X
HTM=
Load
1
Wood - Exterior, n (0.460)
21
8.3
174 Btuh
2
Wood - Exterior, m (0.460)
21
8.3
174 Btuh
3
Wood - Exterior, m (0.460)
21
8.3
174 Btuh
Door Total
63 s ft
5226tuh
Ceilings
Type/Color/Surface Ueff.
R-Value
Area X
HTM=
Load
1
Vented Attic/L/Tile (0.045)
19.0/2.0
1834
0.8
1487 Btuh
Ceiling Total
1834 s ft
148713tuh
Floors
Type Ueff.
R-Value
Size X
HTM=
Load
1
Raised - Open (0.213)
2.0
1834.0 sqft
3.8
7034 Btuh
Floor Total
1834 s ft
7034 Btuh
Room Envelope Subtotal:
21245 Btuh
Infiltration
Type Wholehouse ACH Room Volume Wall Ratio
CFM=
Natural 0.32 16506
1.00
86.8
1719 Btuh
EnergyGauge® / USRCZB v6.0 Page 1
Manual J Winter Calculations
Residential Load - Component Details (continued)
Project Title:
46 NE 93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138 Building Type: User
3/6/2018
Duct load
Average sealed, Supply(R6.0-Attic), Return(R6.0-Attic) (DLM of 0.027)
623 Btuh
Room #1
Sensible Room Subtotal
23588 Btuh
HOLE HOUSE TOTALS
Subtotal Sensible Heat Loss 23588 Btuh
Totals for Heating Ventilation Sensible Heat Loss 0 Btuh
Total Heat Loss 23588 Btuh
EQUIPMENT
1. Electric Strip Heat 32000 Btuh
Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values)
or - Glass as 'Clear' or 'Tint' (Uses U-Factor and SHGC defaults)
U - (Window U-Factor)
HTM - (ManualJ Heat Transfer Multiplier)
Version 8
EnergyGauge® / USRCZB v6.0 Page 2
System Sizing Calculations - Summer
Residential Load - Room by Room Component Details
Project Title:
- 46 NE 93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138
3/6/2018
Reference City: Miami, FL Temperature Difference: 24.OF(MJ8 99%) Humidity difference: 57gr.
Component Loads for Room #1: Main
Type'
Overhang
Window Area(sqft)
HTM
Load
Window
Panes SHGC U InSh
IS
Ornt
Len
H t
Gross
Shaded Unshaded
Shaded Unshaded
1
1 NFRC 0.28, 1.08 B-L
No
N
2.Oft.
1.0ft.
31.5
0.0 31.5
29
29
903
Btuh
2
1 NFRC 0.28, 1.08 B-L
No
N
6.Oft.
1.0ft.
60.0
0.0 60.0
29
29
1721
Btuh
3
1 NFRC 0.28, 1.08 B-L
No
N
2.Oft.
1.0ft.
31.5
0.0 31.5
29
29
903
Btuh
4
1 NFRC 0.28, 1.08 B-L
No
E
2.Oft.
1.0ft.
63.0
7.9 55.1
29
43
2607
Btuh
5
1 NFRC 0.28, 1.08 B-L
No
E
2.Oft.
1.0ft.
12.5
3.3 9.2
29
43
492
Btuh
6
1 NFRC 0.28, 1.08 B-L
No
S
2.Oft.
1.0ft.
31.5
31.5 0.0
29
30
903
Btuh
7
1 NFRC 0.28, 1.08 B-L
No
S
2.Oft.
1.0ft.
84.0
84.0 0.0
29
30
2409
Btuh
8
1 NFRC 0.28, 1.08 B-L
No
S
2.Oft.
1.0ft.
31.5
31.5 0.0
29
30
903
Btuh
9
1 NFRC 0.28, 1.08 B-L
No
W
2.Oft.
1.0ft.
21.0
2.0 19.0
29
43
879
Btuh
10
1 NFRC 0.28, 1.08 B-L
No
W
2.Oft.
1.0ft.
6.3
1.6 4.6
29
43
246
Btuh
Window Total
1 373 (sqft)
11967
Btuh
Walls
Type
U-Value
R-Value
Area(sqft)
HTM
Load
Cav/Sheath
1
Concrete BIk,Hollow- Ext
0.15
4.1/0.0
102.7
3.0
306
Btuh
2
ConcreteBlk,Hollow -Ext
0.15
4.1/0.0
110.0
3.0
328
Btuh
3
ConcreteBlk,Hollow -Ext
0.15
4.1/0.0
177.3
3.0
529
Btuh
4
ConcreteBlk,Hollow -Ext
0.15
4.1/0.0
60.0
3.0
179
Btuh
5
Concrete Blk,Hollow- Ext
0.15
4.1/0.0
126.8
3.0
379
Btuh
6
Concrete Blk,Hollow - Ext
0.15
4.1/0.0
364.5
3.0
1088
Btuh
7
Concrete Blk,Hollow - Ext
0.15
4.1/0.0
126.8
3.0
379
Btuh
8
Concrete Blk,Hollow - Ext
0.15
4.1/0.0
70.8
3.0
211
Btuh
9
Concrete BIk,Hollow - Ext
0.15
4.1/0.0
166.7
3.0
497
Btuh
10
Concrete Blk,Hollow- Ext
0.15
4.1/0.0
40.0
3.0
119
Btuh
11
ConcreteBlk,Hollow -Ext
0.15
4.1/0.0
88.5
3.0
264
Btuh
12
ConcreteBlk,Hollow -Ext
0.15
4.1/0.0
410.9
3.0
1226
Btuh
Wall Total
1845 (sqft)
5507
Btuh
Doors
Type
Area (sqft)
HTM
Load
1
Wood - Exterior
21.0
16.1
338
Btuh
2
Wood - Exterior
21.0
11.6
243
Btuh
3
Wood - Exterior
21.0
11.6
243
Btuh
Door Total
63 (sqft)
823
Btuh
Ceilings
Type/Color/Surface
U-Value
R-Value
Area(sqft)
HTM
Load
1
Vented Attic/Light/Tile
0.045
19.0/2.0
1834.0
1.53
2809
Btuh
Ceiling Total
1834 (sqft)
2809
Btuh
Floors
Type
R-Value
Size
HTM
Load
1
Raised - Open
2.0
1834 (sqft)
4.0
7425
Btuh
Floor Total
1834.0 (sqft)
7425
Btuh
Zone Envelope Subtotal:
28531 Btuh
EnergyGauge® / USRCZB v6.0 Page 1
Manual J Summer Calculations -
Residential Load - Component Details (continued)
Project Title: Climate: FL_MIAMI_INTL AP -
46 NE 93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138
3/6/2018
Infiltration
Type Wholehouse ACH Volume(cuft) Wall Ratio CFM=
Natural 0.24 16506 1.00 65.1
Load
1719 Btuh
Internal
gain
Occupants Btuh/occupant Appliance
5 X 230 + 3700
Load
4850 Btuh
Sensible Envelope Load:
35100 Btuh
Duct load
Average sealed, Supply(R6.0-Attic), Return(R6.o-Attic) (DGM of 0.027)
931 Btuh
Sensible Zone Load
36032 Btuh
EnergyGauge® / USRCZB v6.0 Page 2
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate: FL_MIAMI_INTL_AP
46 NE 93rd ST 46 NE 93rd ST
MIAMI SHORES, FL 33138
3/6/2018
WHOLE HOUSE TOTALS
Sensible Envelope Load All Zones
36100 Btuh
Sensible Duct Load
931 Btuh
Total Sensible Zone Loads
36032 Btuh
Sensible ventilation
0 Btuh
Blower
0 Btuh
Whole House
Total sensible gain
36032 Btuh
Totals for Cooling
Latent infiltration gain (for 57 gr. humidity difference)
2524 Btuh
Latent ventilation gain
0 Btuh
Latent duct gain
488 Btuh
Latent occupant gain (5.0 people @ 200 Btuh per person)
1000 Btuh
Latent other gain
2200 Btuh
Latent total gain
6212 Btuh
TOTAL GAIN
42244 Btuh
EQUIPMENT
1. Central Unit # 48000 Btuh
*Key: Window types (Panes - Number and type of panes of glass)
(SHGC - Shading coefficient of glass as SHGC numerical value)
(U - Window U-Factor)
(InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R))
- For Blinds: Assume medium color, half closed
For Draperies: Assume medium weave, half closed
For Roller shades: Assume translucent, half closed
(IS - Insect screen: none(N), Full(F) or Half(%))
(Omt - compass orientation)
EnergyGauge® / USRCZB v6.0 Page 3
`5
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner —Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if.
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-ti employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only perso allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compe ation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNINP ELOW YOU ACKNOWLEDGEjjHAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS. �
Signature;
,State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this l� day of Z_Av\- � , 20O.
By _% 4(AJMV"V - - who is personally known to me or has produced
as identification.
Notary: 0J&_r1_
•� Notary Pub k Stab of flo 'Oa `Jl
SEAL: r Josefina Gerez
My Commission life' 23e740
M n Expires OW20M=
GAG
CONSTRUCTION DEVELOPER GROUP.
20381 NE 30th Ave. #414, Aventura, FL 33180
PH: 305-878-4688 FAX: 786-265-6263
January 2, 2019
State of Florida
County of Miami Dade
Before me this day personally appeared Gustavo Asman who, being duly sworn,
Deposes and says:
That he or she will be the only person working on the project located at:
46 NE 93rd street, Miami Shores, FL 33138
Gustavo Asman
Construction Developer Group
License Number: CGC1504895
Sworn to (or affirmed) qpd subscribed before me this � day of AV-'1 .2019
By
Personally Know `./
Or p� roc. uced Identification
Type ojjggggi w J4RA
,rs+ Notary Public Stall d Fbride
Josefina G
erez
My Commission GG 238740
Expires OW3012022
Print, Type or
c
Name of Notary
3
B.C.
F.I.P. 112"
LOT - 9
BLOCK - 2
OHN MARRA & ASSOCIATES, INC.
Professional Land Surveyors & Mappers
W W W.I BARRALAN DS U RVEYORS.COM
777 N.W. 72nd AVENUE 4851 TAMIAMI TRAIL NORTH
SUITE 3025 SUITE # 200
MIAMI, FLORIDA 33126 NAPLES, FL 34103
PH: (305) 282-0400 PH: (239) 540-2680
FAX: (305) 282-0401 FAX: (239) 540-2664
MAP OF BOUNDARY SURVEY
4G NE 93rd 5TREET, MIAMI 511ORE5, FL 33138
±22' A5PHALT
NE 93rd STREET PVMT.
x/—
10 83' �10, 89' 10.99,
x�_
I 75' TOTAL RIGHT-OF-WAY -
SET T.B.M.
K T. �. M. I• -
1 (AUn ) o
Un Ln
:3 L ±24' PWY co
COLUMN
10.02'
(1.35'X1.35)
N fl—�j
1. 10' CL
1
PLANTER -
REMAINDER
W.F.
W 1/2 OF
LOT-8
BLOCK - 2
44')
STEPS
N
10.02'
13.43'
DEN
'.
TILE PORCH,',,
15
ELEV.
=12.5G
25,77'
ONE STORY
RE5. # 4G
I
F-F.E.= 13.13'
E. 112 OF
ROP05ED DEN
LOT - 8 I
FLOOR AREA = LOT - 7
BLOCK - 2
I
12.56
BLOCK - 2
8
27.17'
12.05'
N
FILTEP E]
C.L.F 4 4 PUMP
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10.04
1-
AICI L
PAD
o LOT - G
_-'
BLOCK - 2
A/C ELEV
= 1 1 .05
z
LU
W
TILE POOLDEC�\"
h GAS TANK
I . 10' CL +
�O I
25.00' - I W.F. C.L.F.
x— A X* �L-
F.I.P. 112" I 75.00E
NZ5 CAP
•
0
......
: :ho
• •
0 0
•. • ••
:RAPHIC SCALE •,
-20
1•d•..•20
(IM•FEE7)
11NCH = 20 FEET
A - ARC ASSREWA77ONS AND MEANINGS
AIC - AIR CONDMONER PAD.
O.H. - OVERHEAD
A.E.- ANCHOR CA5[A/CNr.
O.H.L.- OVERHEAD UTIUTY ERNES
AR- ALUMINUM ROOF.
O.R.B. - OFFICIAL RECORDS BOOK.
A5 - ALUMINUM 5HED.
01 OVERHANG
A5PH'- ASPHALT
PVMT,- PAVEMENr.
B.C.. BLOCK CORNER
FL.- PLANTER
B.C.R- BROWARD COUNTY RECORDS
FA - PROPERTY LINE.
BUILDING.
P.C.C.- POINT Or COMFOUND CURVE.
5 M
B.M.- BENCH MARK
r.C.- POINi OF CURVE.
D.O.B.- BU15 Or BEARINGS.
R.- POINT Of TANGENCY.
BS.L.. BUILDING XTB4CK IK
POE.- POINT OF COMMENCEMENT
C - CAILUurzO
.
FOB.- POINT OP BEGINNING.
C.B - CATCH RUIN.
r,RC.- PONT OF REVERSE CURVE
CAS - CONCRETE BLOCK STRUCTURE.
P.B.- PLAT BOOK
CBW - CONCRETE BLOCK WALL.
PG,. PAC.
Cn.- CHORD.
PWY. -PARKWAY.
CH.B.- CHORD BEWNG.
HIM.PERMANENT
- PERMANENT REFERENCE MONUMENT.
CI - �
FROFtlBgNAL LAND SURVEYOR
L.L.F.-CHAIN LINK RNLI.
R - RECORDED DISTANCE.
L.M.E.- CANAL MAINTENANCE EASEMENTS.
RR- RAIL ROAD.
CONE.- CONCRETE.
RES.- "DENCE.
C.P - CONE. FORCH.
PROP. COI- PROPERTY CORNER
C.S. • CONCRETE SLAB.
RFW - RIGHT-OF-WAY.
L.U.F.- CONE. UTIUTY FOE
R.P.- RApW PENT
DIUS
G.W.- CONCRETE WALK
RICE.- R
RANGE.
D.E.- DRAINAGE rA5EMENT .
SEC -
D.M.C.- DRAINAGE MAINTENANCE rA5EMENT5
STY. -
STY.- STORY.
DRIVE - DRIVEWAY
SIDEWALK.
- DEGREtl.
5.I.P.- SET IRON PIPE L.B. A780G.
EAST, - T,
5.P. - SCREENED PORCH
EB . [tECiRIL 80%
5.-SOUTH.
E.T.P.- ELECTRIC TRANSFORM ER PAD.
•. 5EOUN�j
[IN.- ELEVATION.
T -TANGENT
CX:R.- ENCROACHMENT
TB -TELEPHONE BOOTH
F.H.- FIRE HYDRANT,
T.U.E - TECHNOLOGY UTILITY EASEMENT
F.I.P.- FOUND IRON PIPE.
T5B - TRAFFIC SIGNAL BOX
F.I.R.- FOUND IRON ROD.
TS.P. - TRAFFIC SIGNAL POLE
F.F.E.- FIN15HED FLOOR ELEVATION.
TWP - TOWNSHIP.
F.N.D.- FOUND NAIL { DISK
UTIL.- UTILITY.
FR - FRAME.
U.F.- UTILITY POE.
FT . HEFT.
W.M.- WATER METER
FNIP.- FEDERAL NATIONAL INSURANCE
W.F.- WOOD FENCE.
f.N.- FOUND NAIL.
W.R.. WOOD ROOF.
H.- HIGH (HEIGHT)
W,M.- WATER METER
I.C.V.- IRRIGATION CONTROL VALVE
W,F.- WOOD FENCE.
I.F.- IRON FENCE
W.R.- WOOD ROOF,
NA EG.- INGRE55 AND EGKE55 EASEMENT.
MS.- WOOD SHED.
L.B. - Uftl mot• of A,0q ,tm LB.07BOG
W - WEST.
L.P.- LIGHT POSE.
C -CENTER GIN[.
LF.E.- LOWEST FLOOR ELEVATION,
-
L CENTRAL ANGLE.
CENTRAL
LM.E.- LAKE MAINTENANCE EASEMENr.
- MINUTES.
M. - MEASURED DISTANCE.
ME, - MALL BOX
OVERHEAD UDUTY LINES
M.D.C.R.- MIAMI DADE COUNTY RECORDS
�� . CONCRETE BLOCK WALL
M.E.. MAINTENANCE EASEMENTS
- CHAIN LINK FENCE
WON. - MOIIIR,ENT UNE.
IRON FENCE
MH - MANHOLE.
- WOODRAIL!
M& - MONUNI[M UNE.
. BUILDING SETBACK LINE
N.AF. - NOT APART OF,
— - MUIY EASEMENT
NGVD . NATIONAL GEODETIC VERTICAL DATUM.
M/ /N - UNITED ACCF55 RW
N. - NORiH.
—�—�� . NON -VEHICULAR ACCE55 RFW
N.T.S. - NOT TO SCALE.
♦ t).00 . EX15TI14G ELEVATIONS
I-wO. - NUMBER
05 . OFFSET.
C.L.F.
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY:
Ln
•THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS
M
SURVEY,
• THE PURP05E OF TH15 SURVEY 15 FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING
AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES,
• EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE
RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY.
• THIS SURVEY 15 SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR
EASEMENTS OF RECORD.
LEGAL DESCRIPTIONS PROVIDED BY CUENT OR ATTESTING TITLE COMPANY.
1 LJ
• BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY
8 0. GO' ENCK.
WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE:
THE WALLS OR
Rio
S3,
FENCES MAY BE EXAGGERATED FOR CLARITY PURPOSES.
• EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLE55 DEPICTED OTHERWISE.
THE TERM 'ENCROACHMENT' MEANS AND GROUND ENCROACHMENTS.
F.I.P. 112"
• ARCHITECTS SMALLI
-VE
NO CAP
MFY ZONING REGULATIONS,BLE
ON5, SETBACKS AND WILL BE
RESPONSIBLE FOR SUBMITTING
• PLOT PLANS WITH CORRECT INFORMATION FOR'APPROVAL FOR AUTHORIZATION' TO THE
U. P.
PROPER AUTHORITIES IN NEW CONSTRUCTION.
• UNLESS OTHERWISE NOTED, TH15 FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR
FOUNDATIONS
15'ALLEY (N.A.P.) g K� ASPHALT • FENCE OWNERSHIP NOT DETERMINED.
y. V_ •THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES
PVMT, " • NAMED HEREON, THE CERTIFICATE
iU • DOES NOT EXTEND TO ANY UNNAMED PARTY.
LOT - 15 I FLOOD ZONE INFORMATION:
LOT - I G W.F.C.B.W. LOT - 17
BLOCK - 2 I I LOT - 18 THE FLOOD Z FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN:
BLOCK - 2 BLOCK - 2 BASE FLOOD
I � I BLOCK - 2 BASE FLOOD ELEVATION: WA.
COMMUNITY: 12M2
ADDITIONAL NOTES:1
ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC
VERTICAL DATUM OF 1929, MIAMI-DADE COUNTY BENCHMARK # N-568, @
NE 95 STREET & N MIAMI AVE, ELEVATION IS 9.65 FEET OF N.G.V.D. OF
1929.
ENCROACHMENT NOTES:
A. NORTH SIDE OF THE SUBJECT PROPERTY,
ASPHALT RETURN IS ENCROACHING INTO THE
RIGHT OF WAY OF NE 93rd STREET
B. SOUTH SIDE OF THE SUBJECT PROPERTY, CHAIN
LINK FENCE IS ENCROACHING INTO THE
NEIGHBOR'S PROPERTY.
H
LOCATION SKETCH
SCALE -N.T.S.
CERTIFICATION:
MAPC05 LEDE5MA
LEGAL DESCRIPTION:
LOT 7 AND THE EAST 112 OF LOT 5, BLOCK 2, AN AMENDED PLAT OF
MIAMI 5HORE5 5ECTION 1, A SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, A5 RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC
RECORD5 OF MIAMI-DADE COUNTY, FLORIDA.
PANEL 0302
SUFFIX., L
DATE OF FIRM: owl112009
THE SUBJECT PROPERTY DOES NOT LIE IN SPECIAL FLOOD HAZARD AREA.
SURVEYOR'S NOTES:
1. If SHOWN, BEARJNG5 ARE REFERRED TO AN A55UMED MERIDIAN, BY SAID PLAT IN THE
DESCRIPTION OF THE PROPERTY, IF NOT, BEARINGS ARE THEN REFERRED TO COUNTY,
TOWNSHIP MAPS.
2. THE CLOSURE IN THE BOUNDARY SURVEY 15 ABOVE 1:7500 FT.
3. CERTIFICATE OF AUTHORIZATION LB 1117806.
SURVEYOR'S CERTIFICATION:
I HEREBY CERTIFY: TH15 WUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, HAS RECENTLY BEEN
SURVEYED AND DRAWN UNDER MY SUPERVISION, AND COMPLIES WITH THE STANDARDS OF PRACTICE
AS SET FORTH BY THE FLORIDA BOARD Of PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17. FLORIDA
ADMINISTRATIVE CODE PUR5UAN TO 472.027, FLORIDA STATUTES.
BY 0910612018
CARLOS IQARRA -(DATE OF FIELD WORK)
PROFESSIONAL LAND SURVEYOR NO.: G770 STATE OF FLORIDA
(NOT VALID WITHOUT THE SIGNATURE AND THE OR((INAL RAISED 5EAIMF A FLORIDA LICENSED SURVEYOR
AND MAPPER).
REVISED ON:
REVISED ON:
DRAWN BY: I DP .
FIELD DATE: j 09/06/2018 ,
SURVEY NO:1 17-002774-2
SHEET: 1 1 OF 1
A
AI
V!
m
19
E
A.
B.
OHN IBARRA & ASSOCIATES INC.
Professional Land Surveyors 8r Mappers
W W W.113ARRALANDSURVEYORS.COM
777 N.W. 72nd AVENUE 4861 7AMIAMI TRAIL NORTH
SUITE 3023 SUITE NY 200
MIAMI, FLORIDA 3312E NAPLES, FL 34103
PH: (305) 262-0400 PH: (239) 11140-2880
FAX. (305) 282-0401 FAX (239) 640-2084
MAP OF BOUNDARY SURVEY
46 NE 93rd 5TREET, MIAMI 5F10RE5, FL 33135
DDITIONAL NOTES:
.L ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC
:RTICAL DATUM OF 1929; MIAMI-DADS COUNTY BENCHMARK # N-568, @
95 STREET & N MIAMI AVE; ELEVATION IS 9.65 FEET OF N.G.V.D. OF
29.
VCROACHMENT NOTES:
NORTH SIDE OF THE SUBJECT PROPERTY,
ASPHALT RETURN IS ENCROACHING INTO THE
RIGHT OF WAY OF NE 93rd STREET.
SOUTH SIDE OF THE SUBJECT PROPERTY, CHAIN
.INK FENCE IS ENCROACHING INTO THE
4EIGHBOR'S PROPERTY.
IE
. .«m, ......�v &I
t
LOCATION SKETCH
SCALE ■ N.T.B.
CERTIFICATION:
MARC05 LEDE5MA
LEGAL DESCRIPTION:
LOT 7 AND THE EA5T 112 OF LOT 8. BLOCK 2, AN AMENDED PLAT OF
MIAMI 5HORE5 5ECTION 1, A 5UBDIV1510N, ACCORDING TO THE PLAT
THEREOF, A5 RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC
RECORD5 OF MIAMI-DADE COUNTY, FLORIDA.
M,
......
......
GRAPHIC SCALE
•; • •
•
-20 • i
a..:2c
1 IN A FEET
A - AIC ABBREMTIONS AND MEANINGS
AC - A,IRCONDMONOt PAD.
A.C.. AN010R G\SCAE.
- O.H. - owDpD
AR - ALIANIUAIAANUM ROOF,
O.H.L- 0VWD1D UTRHY
M -- IM DHEL),
O.RD.. OIYHCIAL RCCOROD DODK
ADM.. ADrHALT.
ASP(
OVM ` OAVOA
D.L.. BLOCK [OR110L
PVMT.. PAVCAENT.
N
DLGR. DPDL1►RD COUNTY RECODDD
SM- DUNDRER,
D.M.. ONOL µVAC
FL - PLANTMY 1N2.
r.C.G- MMT a CpApRA 0.,
D.0.0.- OA71D Or DGVLNIGS,
P.G- POINT OF OIRVL
MDFG7EIM0C1/N'
R.. POIT OF TANGCR,Y.
C - CAICUUTED
R7G. POINT Or ODMINCCAENT.
GB - CATCH WIN.-
POINT d' DCf.IRNNG.
C.D.D . CONdtCi[ DLOOC STRICTURE.
P.RC.- rOIR a REVERSE CURVE
CDW - CONCRETE BLOCK WALL,
FD.- MT OOOIC
CH.- GIDRD.
CH.B.- CHORD DEVIM,
FG.- PAGE.
My.. PARAVAY.
CL . OHR
PRE. - RRAµIp,T R[ILRENCE MONUMENT.
C.L.P.- CHAIN UMC INCE.
r'u - IAIA DLNDIEI'OIC
C.M.L. CANAL µVNTCNANCE CASEMENTS.
R RECORDED O - RECORDSTANCE.
CONE.- CONCRRC.
RIL- RAR Aw.
L.P.- CON- PORCH.
KIS•- Kam,
C.D.- CONCRETE DUD.
rROr. COIL- Fwptm CORNER
C.U.P.. CONC. VnU1Y POLE
RI PM: MOF•WAY.
C.W.- CONCRETE WALK
RP,. RADIUS POINT.
D.C.- DRAINAGE &aoa T
RGE.- RANGE.
.
D.M.E.- DRAIINW µAINTENWCE EASEMENTS
SM SECTION.
DRNE - DRIVEWAY
• - DEG =
STY.. STORY.
DOUR•- 510[MMU.
C - WT.
D.I.P.. SET RON PIPELD. P78%.
[D . eLK7RIG B[%
D•P• -5CIMM TORCH
E.T.F.- MZCW TRANEFO"R PAD.
D.-SOUTH.
ELEV.- ELEVATION.
ENOL.- NrftDw..
T . SECONDS
ANGM
P.H.- RRC HYDRANT.
TD - TELEPHONE DOOM
F.LP- POUNDIRONICPIPE.
OnLITY EASCAENT
T.U.C.. TX"AW
P.I.R. rOUND IRON ROD.
TDD - TRAFFIC DICIUL DOLL
5r.NAL
PAZ-CNIST4U PLTWATLON.
T.D.F.. TRAFIC DIF.NAL POE
r.N.O.. FORA NAL 1 DER.
TNT - TOWN3rNF•
PR ` FRNE.
Fr - PER•
NL- URRY
UP.- UTILITY POLE.
INP.-rEDERALNATIONAL NSLRANR
W.M.. WATER MITER
P.N.- rOIAA NNL
Wr- MOOD PENCE.
H,. HIGH OOEIGtID
WIL- MOOD ROOF.
I.C.V.- IRIDG/.TRON CDNTKOL VALVE
W.M. WATER MISTER
I.F.- IRDN PENCE
W.P.. WOW FENCE.
IN.1 CG.- INGIQlS ANO [CREDO [ASCENT.
WIC- M000 ROOF.
L.- CwMeaM d MMmvAl.on LD.I7DOG
WD•- WOOD SHED.
LP.- UGHi FDIC.
Lr,L. LOWEST ROdR DEVATIOIL
W - WEST.
C - CENTER LINE.
LM.G- LAR MAWTCUNCE =Mr.
' - MINUTED.
Z • CENTRAL ANGLE.
- ANGLE.
M.. MEAMM DISTANCE.
MD . MAIL SM
M.D,C.R- MN,N DAOC COUNTY RECORDS
—o" . OVERHEAD UTILITY LINO!
M.E.. NTD
EASLINE.
- GONC7RTE DLOM WALL
)E —...,A . CHIN
MOMNTEAANCC
EON. - MONUMCIT UId.
MH - MANtIOLE.
LINK MICE
--0-- �.__ - M. PENCE
MI.-MONUENT LWL
•. NAr:'. NOT A PART ar. �
��. `MOODP
MLIC LOW
—_ - DIRN711Jf SETBACK
NGVD - NATIONAL GCODRIC VWCAL CATI.M.
N. - NORM.
NO.
NOT TO SCALE.
��' - N011VMIdJUR ACCESS R/N
A.NO. - MUM
00 . BOOTING ELEVATIONS
CYD - Omw.
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY
THMF MAY BE eAxMLENTs RECORDED IN niC NBUC R[COICUS Nor SHOWM ON m s a w,�
THE PURPOSE or THIS 5URVEY 15 FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING
AND 5HOULD NOT BE USED FOR CONSTRUCTION FI/RFOLSE5.
& MINATIONS OF THE AB5TRACT OF TITLE WILL HAVE TO Be MADE TO DETERMINE
RECORDED INBTRWENT5, IF ANY, AFFECTING THE PROPERTY.
THIS SURVEY 15 SUBJECT TO DEDICATION5, LIMITATIONS, RESTRICTIONS, RMWATION5 OR
EASEMEMS OF RECORD.
LEGAL. OESCRIM)" PROVIDED BY CLIENT OR ATTESTING TITLE CoMPANY.
BOUNDARY SURVEY MEANS A DRAWING ANDT OR A GRAM11C REPRESENTATION OF THE SURVEY
WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A 5HOWN 5CAE ANLYOR NOT TO 5CALE;
THE WALLS OR rENCE5 MAY BE DWGERATED FOR CLAIM FURP05E5.
EAJ[' MCMS A5 5HOWM ARE PER MT BOOK, UNLE55 DEFICTCD OTHERWISE,
THE TERM ENCROACHMENT• MEANS VM4BLE AND ABOVE GROUND ENCROACHMENTS.
ARCHITECTS 5IAALL VERIFY ZONING REGULATIONS, RESTRICTION5. 5ETBACK5 AND WALL Be
KEMON5IBU FOR 5UBMIRING
PLOT PLANS WITH CORRECT INFORMATION FOR -APPROVAL FOR AUMORIZATAOW To THE
PROPER AUTHORITIES IN NEW CONSTRUCTION,
JNLE55 0THERWA5C NOTED, THI5 FIRM HA9 NOT ATTEMPTED TO LOCATE FOOTING ANDICK
'OUNDATION5.
YNCE OWWER'JLAIP NOT DETERMINED.
MI5 PLAN OF 5URVM HAS BEEN PREPARED P'OK THE MLOIVE WE OF THE ENTITIES
AMED HEREON, THE CERTUICATE
)OC9 NOT MEND TO ANY UNNAMED PARTY.
'LOOD ZONE INFORMATION:
HE NflP FLOOD MAPS HAVE DEMM7ED THE HEREIN DESCROW LAND TO BE SITUATED IN.
LOODZDNE: 9T•
ASEFLOOD ELEMION: WA
COAMUNITY.• I2ON2
PANEL, DX2
SUFFM L
DATE OFFIRAL• DIAM14"
THE SIXECT PROPERTY DOES NOT LIE INA SPECIAL FLOOD HAZARD AREA,
SURVEYOR'S NOTES:
I . IF 5HOWM, BEARINGS ARE REFERRED TO AN A55UMED MERIDIAN, BY SAID PUT IN THE
DMCRI►TLON or THE FRAPWY, IF NOT, BEARINGS ARE THEN REFERRED TO COUNTY,
TOWNSHIP MAPS.
2. THE CLOSURE IN THE BOUNDARY SURVEY 15 ABOVE 1:7500 FT.
3. CERTIFICATE OF AUTHORIZATION LB N 7BOG,
SURVEYORS CERTIFICATION:
I HEREBY CER1TrY: TM15 5OUNDARY 5URVEY• OF THE FROFERTY DESCRIBED HEREON. HAS RECENTLY BEEN
5URVEYCD AND DRAWN UNDER MY 5UPERVI510N, AND COMPUE5 WITH THE 5TANDARD5 OF PRACTICE
A5 5ET FORT BY THE FLORIDA BOARD OF FKOFE5 TONAL LAND 5URVCYOR5 IN CHAPTER 5J-17. FLORIDA
ADMIN15TKATNE CODE FUR5U TO 472.027, FLORIDA STATUTES.
ew 0910612018
CARLMS (IBARRA (DATE QF FIELD WOM
� ., • _
FROFE-MONAL LAND 5URVEYOK NO.: 6770 5TAT5 OF LORIDA
(NOT VAUD WTThOUT THE 51GNATURE AND 3-,ME OWNAL. RNW BEk OF A FLORIDA LICENSED 5URVEYOR
AND MAPPER). ``.- `\ .
MIMED ON:
RASED ON:
DRAWN BY:
FIELD DATE.
DP
0910612018`
SURVEY NO: 1 17-002774-2
SHEET: I 1 OF 1
�VOS IQQ,Q`9
GQ• IIFJ I FICgT�,,
0 NO.6770 O
�5TATE OF
� �LORIDP�y�
tiq C LAWO
,
L.B.# 7806SEAL
iYY
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JOHN IBARRA & ASSOCIATES, INC.
Professional Land Surveyors -& Mappers
W W W.1 BARRALAN DSU RVEYORS.COM
777 N.W. 72nd AVENUE 4651 TAMIAMI TRAIL NORTH
SUITE 3025 SUITE # 200
MIAMI, FLORIDA 33126 NAPLES, FL 34103
PH: (305)262-0400 PH: (239)540-2660
FAX: (305) 262-0401 FAX: (239) 540-2664
MAP OF BOUNDARY SURVEY
46 NE 93rd STREET, MIAMI 5HORE5, FL 33135
±22' A5PHALT
NE 93rd STREET PVMT.
10.83' 10.89' 10.99,
75'TOTAL RIGHT-OF-WAYSETT.B.M-
iE
NAIL 8 DISK
(A) o
0 Lr N
r
cn +24 P"
B.C. '
F.I.P. 112"
NO CAP ................. .. .
220.00 p OAP . ........ ...... -5'.CQNC..5WK ..75.00� ..........F,I:R: !/2'•
NO .CAP.....
5.00'
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Ln
I
N
COLUMN 10.02'
(1.35'X1.35') -
1.10'CL
I
LOT - 9 I
REMAINDER
BLOCK - 2 I
W. 1/2 OF
_
LOT-8
BLOCK-2
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PLANTER
PMB
STEPS
13.43'
DEN c
LANTER
...... P
TILE PORCH
15.
ELEV•
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= 12.56.
25.774
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ONE STORY
RES. # 4G
F.F.E.= 13.13'
E. 112 OF
POP05ED DEN
LOT - 8
FLOOR AREA = LOT - 7
BLOCK - 2
I
12.56
BLOCK - 2
27.17'
1
mmJ1O
'
0
TO
C.B.W.
TER 10.04' - ON PL
73'
C,L F.
10.02' 12.05' i iv
SHEDi �' 15.72'
TRELLISAIC
FILTERS PADI"'i
4 PUMP A/C ELEV
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25.00' W.F.
F.I.P. 112'
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C.L.F.
75.00'
N
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o LOT - 6
U_ BLOCK, - 2
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• • • • • • •
A - ARC ABBRMT(
MEAq(INGS 00
AA: - AIR CONDITIONER PAT• • •
O.M. - W[RnUD
A.E.- ANCHOR EA5EMENT.• •
••
• O. H.�-OVERHEADI1�U�f5••
AR- ALUMINUM ROOF,
AWMINU
• • •OAP.•, • OFFICIAL RECORDS BOOK •
A15 - A 5HED. • •
A5PH.- ASPHALT. • • •
• OVH - OVERHANG •
PVMT.- PAVEMENT. • • • • • •
PV
B.C.-BLOCKCORNER •
B.CA - BROWARD COUNTY REale
H_ -CANTER.
• 'BUNTER. • •
DM''- BUNDING.
B.M.- BENCH MARK
• UNE.
• L`.C•- POINT OP COMPOUND CURVE.
�.C.-
B.O.B.- BA515 OF MARING5.
POINT OP CURVE.
FT.- POW OF TANGENCY.
.L.-
B.I-PAL►,G SETma LAE
POC.-PONT.
C CALCULATED
POB.- POINT OF BEGWNING.
C.B - CATCH BA51N.
F ILC.- POINT OF REVER5E CURVE
= CONCRETE BLOCK STRUCTURE.
P.B.- PLAT BOOK
CWCB ON - CONCRETE BLOCK WALL.
PG.- PAGE.
CH.- CHORD.
PWY. - PARKWAY,
D BEARING. CH.B.- CHOR
MM. - PERMANENT REFERENCE MONUMENT.
CL - UEFA
P.L5.- FROFE551ONAL LAND 5URVnIX
C.LF.- CHAIN LINK FENCE.
R - RECORDED 015TANCE.
C.M.E.- CANAL MAIWENANCE EA5ENTW5.
RR- RAILROAD.
CONE.- CONCRETE.
RED.- RE5IDENCE.
C.P.- CONC. FORCH.
PROP. CDR.- PROPERTY CORNER
C.5.- CONCRETE SLAB.
RFW - RIGHT-OF.WAY.
C.UP. - CONIC. UTILITY POLE
R.P.• RADIU5 POINT,
G.W.- CONCRETE WALK
RGE.- RANGE.
D.C.- DRAINAGE EA5EMENT .
SEC.= SECfiON.
D.M.E.- DRAINAGE MAINTENANCE EA5CMENTS
5TY.- 5TORY.
DRIVE - DRNEWAY
5WK.- 51DEWALK.
- DEGREES.
5.I.P.- 5ET IRON PIPE L.B. E7B06.
E -FAST.
5.P. - 5CREENED PORCH
EB - ELECTRIC BOX
5 - SOUTH
r.TP.- ELECTRIC TKAN5FORMER PAD.
- 5ECOND5
ELEV.- ELEVATION.
T - TANGENT
ENCR.- ENCROACHMENT
TB -TELEPHONE BOOTH
F.H.- RR HYDRANT.
T.U.E.= TECHNOLOGY UTILITY EASEMENT
F.I.P.- FOUND IRON FIR.
TSB - TRAFFIC 5G1UL BOX
P.LR- FOUND IRON ROD.
T.5.P. - TRAFFIC 5GNAL POLE
F.F.E.- FIN15HEO FLOOR ELEVATION.
TWR - TOMl5H1p
F.N.D.- FOUND NAIL N D15K
UTIL - UTILITY
FR - FRAME.
U.P.- UTILITY POLE.
Fi . FEET.
W.M.- WATER METER
FNIF.- FEDERAL NATIONAL IN5URANCE
W.F.- WOOD PENCE.
F.N.- FOUND NAIL.
WR- WOOD ROOF.
H.- HIGH (HEIGHT)
W.M.- WATER METER
I.C.V.- IRRIGATION CONTROL VALVE
W.F.- WOOD FENCE.
I.F.- IRON FENCE
W.R- WOOD RDOF.
INA EG.- INGRE55 AND [GRE55 EASEMENT.
W,5.- WOOD SHED.
L.B. - CeK f"� of hRh-1- L.B.A7006
W - WE5T.
L.P.- UGHT POLE
C - CENTER LINE.
LWE .e.. LO5T FLOOR ELEVATION.
L -CENTRAL ANGLE.
L.M.E.- LAKE MAINTENANCE EA5EMENT.
0 - ANGLE
MINUTE5.
M. - ME/ 911RED D15TANCE.
ME,- MAIL BOX
-0 - OVERHEAD UTILITY LINES
M.D.C.R- MIAMI DADE COUNTY RECORD5
. CONCRETE BLOCK WALL
M.F.- MNNTENANCE EASEMENTS
*_ -)E- - CHAIN LINK FENCE
MON. - MONUMENT UNE.
-F}- {b_ - IRON FENCE
MH - MANIIOLE.
fl ll - WOOD rENCE
MIL - MONUMENT UNE
N.A.P. - NOT A PART Of
- 5JIUDNG 5ETBACK UNE
- UTRGY E45DAE NT
NGVD - NATIONAL GEODETIC VERTICAL DATUM.
--ow M, - - UMITED AO=5 WW
N. - NORM.
/ ( - NON-VENICULAR ACCE55 RW
N.TB. - NOT TO 5CALE.
♦ 0.00 - EX15DNG ELEVATION5
A -NO. - NUMBER.
Or,- OFFSET.
`z
C.L.F.
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY:
• THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON TH15
SURVEY.
• THE PURP05E OF THIS SURVEY 15 FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING
AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES.
• EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE
RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY.
• TH15 SURVEY 15 SUBJECT TO DEDICATIONS, LIMITATIONS, RE5TRICTION5, RESERVATIONS OR
EASEMENTS OF RECORD.
(q)
• LEGAL DESCRIPTION5 PROVIDED BY CUENT OR ATTESTING TITLE COMPANY.
U
• BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRE5ENTATION OF THE SURVEY
0.60' ENCR.
WORK. PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE;
THE WALL5 OR FFNCE5 MAY BE EXAGGERATED FOR CLARITY PURFO5E5.
��
• EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLE55 DEPICTED OTHERWISE.
I
F.I.P. 112"
• THE TERM'ENCROACHMENT' MEANS V15113LE AND ABOVE GROUND ENCROACHMENTS.
• ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RE5MCTION5, SETBACKS AND WILL BE
iE- NO CAP
RE5FON51BLE FOR SUBMITTING
• PLOT PLANS WITH CORRECT INFORMATION FOR'APPROVAL FOR AUTHORIZATION' TO THE
U.P,
PROPER AUTHORTIE5 IN NEW CONSTRUCTION.
• UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR
FOUNDATIONS
., 15' ALLEY (N.A.P.)
9' ASPHALT
. FENCE OWNERSHIP NOT DETERMINED.
'
PVMT. '
• TH15 PLAN OF SURVEY, HA5 BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES
NAMED HEREON, THE CERTIFICATE
L
• DOES NOT EXTEND TO ANY UNNAMED PARTY.
LOT - 15
FLOOD ZONE INFORMATION:
BLOCK - 2 I LOT - I G W.
C.D.W.LOT
FCOMMUNITY:
- 17
LOT - 18 THE NFIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN. -
BLOCK - 2
BLOCK - 2
I FLOOD ZONE: x
BLOCK - 2 BASE FLOOD ELEVATION: VA.
12W2
PANEL 0302
SUFFIX: L
ADDITIONAL NOTES:I I
DATE OF FIRM: 0AH 1/m
I THE SUBJECTPROPERTY DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA.
ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC
SURVEYOR'S NOTES:
VERTICAL DATUM OF 1929, MIAMI-DADE COUNTY BENCHMARK # N-568, @
1. IF SHOWN, BEARINGS ARE REFERRED TO AN A55UMED MERIDIAN, BY SAID PLAT IN THE
DESCRIPTION OF THE PROPERTY, IF NOT, BEARINGS ARE THEN REFERRED TO COUNTY.
NE 95 STREET & N MIAMI AVE, ELEVATION IS 9.65 FEET OF N.G. V.D. OF
TOWNSHIP tV.
2. THE CL05UPE INN THE BOUNDARY SURVEY 15 ABOVE 1:7500 FT.
1929.
3. CERTIFICATE OF AUTHORIZATION LB IT 7806.
ENCROACHMENT NOTES:
SURVEYOR'S CERTIFICATION:
A. NORTH SIDE OF THE SUBJECT PROPERTY,
I HEREBY CERTIFY: T1115 TOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, HA5 RECENTLY BEEN
ASPHALT RETURN IS ENCROACHING INTO THE
SURVEYED AND DRAWN UNDER MY 5UFERV1510N, AND COMPILES WITH THE 5TANDARD5 OF PRACTICE
RIGHT OF WAY OF NE 93T0 STREET.
AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17, FLORIDA
B SOUTH SIDE OF THE SUBJECT PROPERTY, CHAIN
ADMIN15TRATIVE CODE PUR5UA TO 472.027, FLORIDA STATUTES.
LINK FENCE IS ENCROACHING INTO THE
NEIGHBOR'S PROPERTY.
I
0
a £
R i
LOCATION SKETCH
SCALE -N.T.S.
CERTIFICATION:
MARC05 LEDE5MA
LEGAL DESCRIPTION:
LOT 7 AND THE EAST 112 OF LOT 8, BLOCK 2, AN AMENDED PLAT OF
MIAMI SHORES SECTION 1, A SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, A5 RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC
RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
BY 09/06/2018
CARLOS IBARRA (DATE OF FIELD WORK)
PROFE55IONAL LAND SURVEYOR NO.: G770 STATE OF F'LOR I?A
(NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER). ,' I
REVISED ON: -
REVISED ON:
DRAWN BY. I DP
FIELD DATE. 1 0910612018
SURVEY NO: 1 17-002774-2
SHEET: 11 OF 1