RC-19-210 (3)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
RECEIVED
JAN292019
FBC 20P
BUILDING Master Permit No. RG`�-��n
PERMIT APPLICATION Sub Permit No. 210
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: Q 9( ViE q 2- A
City: Miami Shores County: Miami Dade Zip: S1 3
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): &it -0 & Phone#: W6 b T� J j 03
Address: U IF% V`Z- q2 J-4
City: t&QkW fkyj State:
Tenant/Lessee Name:
Email
CONTRACTOR: Company Name: C 6fto r.- 06 U-4z C-0 ` Phone#:
Address: b ? ZT JJCD i j - *"�o -s
City: W A b-AA4
Qualifier Name: 6tV-'-p
�ar&^..,
'3o/s Zip:
Phone#: 46 OLI ? �, k GD
State Certification or Registration #: l W. l S /1�1 4 13 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $
Square/Linear Footage of. Work:
...
,:• :�..
• 'b ... Lw'VA
Type of Work: Addition- {
's
Alteration'
..:
.
❑ New ❑ Repair/keplace
'M ..�
T'-,,-,0 °Demolition
Description of Work., (Z
y �� • A' a
u1W U3
Specify color of color thru the:
Submittal Fee $ Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $,
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 6 .
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose pro ty is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first ction which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection w' approved and a reinspection fee will be charged.
Signature
OWNWor AGENT
The foregoing instrument was acknowledged before me this
Z 3 day of a+M•- •.r•r 20 1 `1 by
r^� who ins personally known to
me or who has produced 31Mu�! Vic.tr►tlt as
identification and who did take an oath. $ `SOO 01Z1%W
NOTARY PUBLIC: BARBARAGARCIA t+F D
* COMMIS on t GG 187164
Nbrwn 18,2022
OF 6Q'dW ►wewVcwAWas
Sign:
Print:i)GCQ��U'G�GI
Seal: eT �4 \ O
APPROVED BY
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
t3 d of 20 'l g by
,who is personally known to
me or who has produced PPL4. / (A . as
identification and who did take an oath. 543 *to Sq
NOTARY PUBLIC hr,, 8qwii aq" 2q,� .. D
COMMIll n 8 GG 187164
Sign: the CudpM NodryE�Now
Print: fc. ,vw -Cn
Seal: e�P , �-1 I to�
f/G7 Plans Examiner
Structural Review
Zoning
Clerk
(Revised02/24/2014)
It r
FORM R405-2014
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the
residential Simulated Performance Method shall include:
19 This checklist
6 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-caee,,; • •
• • • •
• • • • • • •
orientation, name and version of the compliance software tool, name of individu5f
:....:
completing the compliance report (one page) and an input summary checklist tharGap'
• • • • • • • • •
be used for field verification (usually four pages/may be greater). • • • • • •
• • • • •
.. ..
.. .. ......
I
Energy Performance Level (EPL) Display Card (one page) . .
•
. . ......
C6
Mandatory Requirements (three pages)
Required prior to CO for the Performance Method:
IN Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
❑ N/A A completed Envelope Leakage Test Report (usually one page)
C 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® - USRCSB v6.0
2/25/2018 8:49:58 AM Page 1 of 1
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Beyda Resid PH1
Street: 1181 NE 92nd Street
City, State, Zip: Miami Shores, FL, 33138
Owner:
Design Location: FL, Miami
Builder Name: .
Permit Office: Miami Shores
Permit Number:
Jurisdiction: 232600
County: Miami -Dade (Florida Climate Zone 1 )
1. New construction or existing Addition
9. Wall Types (2052.0 sqft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=5.0 2052.00 ftz
b. N/A
R= ftz
3. Number of units, if multiple family 1
c. N/A
R= ftz
4. Number of Bedrooms(Bedrms In Addition) 1(1)
d. N/A
R= ftz
5. Is this a worst case? No
10. Ceiling Types (1891.0 sqft.)
Insulation Area
a. Under Attic (Vented)
R=30.0 1891.00 ftz
6. Conditioned floor area above grade (ftz) 1891
b. N/A
R= ftz
Conditioned floor area below grade (ftz) 0
c. N/A
R 2 •
11
• • • • • • R • • • • •
7. Windows(333.3 sqft.) Description Area
a. Sup: Attic, Ret: Family Room,
Aids rarwily Room ....5 220 .'
a. U-Factor: Sgl, U=0.65 333.28 ftz
000000 0 0 ....:.
SHGC: SHGC=0.25
b. U-Factor: N/A ftz
12. Cooling systems
0 0 0 : 0 0
kBtu/hrEfficienc • • • •
SHGC:
a. Central Unit
• • • • • :
• • • • . 58.9 6E tR:16.00• • • • •
c. U-Factor: N/A ftz
...... . . ..:..'
SHGC:
13. Heating systems
• • • • • • y. kBtu/hr• • Etficienc . •...
d. U-Factor: N/A ftz
a. Electric Strip Heat
:so:*: 31.1 .COP:1.00 .'
SHGC:
; : ...•%
Area Weighted Average Overhang Depth: 2.000 ft.
Area Weighted Average SHGC: 0.250
. . ;'
14. Hot water systems - Replaceme%%quipjnent : • • • •
• • •
a. Electric Tankless
l •gallons
8. Floor Types (1891.0 sqft.) Insulation Area
EF: 1.000
a. Slab -On -Grade Edge Insulation R=0.0 1891.00 ftz
g
b. Conservation features
b. N/A R= ftz
None
c. N/A R= ftz
15. Credits
Pstat
Glass/Floor Area: 0.176 Total Proposed Modified Loads: 64.20
PASS
Total Baseline Loads: 79.85
Chi
<��`;\N, .
I hereby certify that the plans and spe*i t r cA",: •y����id
Review of the plans and
��t�E ST.4
this calculation are in compliance v., tzr } 'e-.47 r l 'd3 1•1 l
specifications covered by this
Code. - No 69608
calculation indicates compliance
* *
with the Florida Energy Code.
+� ,
PREPARED BY: Edwin Cerna=
Before construction is completed
-,
DATE: 02-26-18 Y x} ,. AT - J .;�
this building will be inspected for
(� 4/ :
compliance with Section 553.908
I hereby certify that this building, a:; de f � � Ea�t�; Wi� ��`
Florida Statutes.
with the Florida Energy Code. i,�dS;ONilti E�
CO0 WIE v
OWNER/AGENT:
BUILDING OFFICIAL:
DATE:
DATE:
- Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
- Compliance with a selected proposed infiltration rate of 3.02 ACH50 requires an envelope leakage test report in accordance with
R402.4.1.2. and an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1.
- Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors,
tested in accordance with Section 803 of RESNET Standards, is not greater than 0.040 Qn for whole house.
2/25/2018 8:50 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4
CllOnn r-)Al1G 7n! A
PROJECT
Title:
Beyda Resid PH1
Bedrooms: 1
Address Type: Street Address
Building Type:
User
Conditioned Area: 1891
Lot #
Owner Name:
Total Stories: 1
Block/SubDivision:
# of Units:
1
Worst Case: No
PlatBook:
Builder Name:
Rotate Angle: 0
Street: 1181 NE 92nd Street
Permit Office:
Miami Shores
Cross Ventilation:
County: Miami -Dade
Jurisdiction:
232600
Whole House Fan:
City, State, Zip: Miami Shores,
Family Type:
Single-family
FL, 33138
New/Existing:
Addition
Comment:
CLIMATE
Design Temp
Int Design Temp Heating Design Daily Temp
Design
Location
TMY Site 97.5 % 2.5 %
Winter
Summer Degree Days Moisture Range
FL, Miami FL_MIAMI_INTL_AP 51 90
70
75 149.5 56 Low
BLOCKS
0000
. . •..•.0000•0
Number
Name
Area Volume
• •
1
Blockl
1891 15128
• •' ' • •
SPACES
•••• •• ••;•••
Number
Name
Area Volume Kitchen Occupants
Bedrooms
Infil iD • • Finished .. • Cooled .. kieated
1
Family Room
1891 15128 Yes 3
1
1 • j es es * • * * s •
FLOORS
••••••
#_
Floor Type
S_pace Perimeter R-Value _
Area
_ '*ile • Wood Carpet
_
1 Slab
-On -Grade Edge Insulatio Family Room 153.4 ft 0
1891 ft2
____ 0 0 1
ROOF
Roof Gable Roof
Solar
SA Emitt Emitt Deck Pitch
#
Type
Materials Area Area Color
Absor.
Tested Tested Insul. (deg)
1
Gable or shed Composition shingles 2048 ft2 394 ft2 Medium
0.85
No 0.9 No 0 22.6
ATTIC
V #
Type
Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic
Vented 300 1891 ft2
N N
CEILING
#
_ Ceiling Type
-- Space R-Value Ins Type — Area Framing Frac Truss Type
—
1
Under Attic (Vented)
Family Room 30 Blown
1891 ft2 0.11 Wood
2/25/2018 8:50 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4
FORM R4n1i_q 114
WALLS
/
Adjacent
Cavity Width Height Sheathing Framing Solar
Below
V-#.-Ornt
To---Wall_Type _-_
Spate _R-Value-AFt .-In- --Ft- In-- -Area R-Value_F
action.-Absor-Grade%
-
1
N
Exterior Concrete Block - Int Ins6lamily Room 5 54.3 10 543.0 ft2
0 0.75
0
_ 2
S
Exterior Concrete Block - Int Ins6lamily Room 5 54.3 10 543.0 ft2
0 0.75
0
3
E
Exterior Concrete Block - Int Insfflamily Room 5 47.9 10 479.0 ft2
0 0.75
0
4
W
Exterior Concrete Block - Int Ins&lamily Room 5 48.7 10 487.0 ft2
0 0.75
0
DOORS
#
Ornt Door Type
Space Storms U-Value Width
Height
Area
Ft In
Ft In
1
S Insulated
Family Room None .46 3
7
21 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall
Overhang
v
#
Ornt ID Frame Panes
NFRC U-Factor SHGC Area Depth Separation
Int Shade
Screening
1
N 1 Metal Single (Clear)
Yes 0.65 0.25 105.7 ft2 2 ft 0 in 4 ft 0 ip
Drgpe 4WRds
.Wgia%.
2
S 2 Metal Single (Clear)
Yes 0.65 0.25 75.2 ft2 2 ft 0 in 1 %00 in•
Drap JAARds
Nome`
3
E 3 Metal Single (Clear)
Yes 0.65 0.25 77.1 ft2 2 ft 0 in 1 ft 0 in
Drapesllinds
' done '
4
W 4 Metal Single (Clear)
Yes 0.65 0.25 75.3 ft2 2 ft 0 in 1A ip
Drapes/lxinds
.1.1.
INFILTRATION ••••••
..:..'
#
Scope
Method
SLA CFM 50 ELA EgLA ACH ; ' ACH 50. .
....;.
1 Wholehouse Proposed ACH .000154
762 41.83 78.67 .106 : •' 3.0222'
: • ...:
HEATING SYSTEM
-
#-
System Type _Subtype
_ Efficiency -Capacity _
_ Block
Ducts
1
Electric Strip Heat
None COP:1 31.1 kBtu/hr
1
sys#1
COOLING SYSTEM
-
#
System Type _
Subtype - - _ Efficiency Capacity Air Flow SHR Block_
Ducts
1
Central Unit
Split SEER: 16 58 kBtu/hr 1740 cfm 0.75 1
sys#1
HOT WATER SYSTEM
#
System Type_ _SubType
Location EF Cap Use SetPnt
Conservation
1
Electric Tankless
Family Room 1 1 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
ft2
2/25/2018 8:50 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4
F(1RM RdnF-7nlA
DUCTS
---- Supply
----
---- Return ----
Air
CFM 25
CFM25
HVAC #
v # Location R-Value Area
Location
Area
Leakage Type
Handler
TOT
OUT
QN
RLF
Heat Cool
1
Attic 6
220 ftz
Family Room
0 ft2
Proposed Qn
Family Roo
— cfm
75.6 cfm 0.04
0.50
1 1
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
CoolingJan
] Feb
(] Mar
] A r
Ma
Jun Jul
Au
[X] Se
Oct
Nov
Dec
HeatinJan
X] Feb
[X] Mar
]Apr
May
Jun rl Jul
rj
AuE
rj
] Sep
Oct
Nov
Dec
Ventin Jan
[ ] Feb
X Mar
[X]
A r [
Ma
Jun Jul
Aug
] Se
Oct
X Nov
Dec
Thermostat Schedule:
HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5 6
7
8
9
10
11
12
Cooling (WD)
AM
78
78
78
78
78 78
78
78
80
80
80
80
PM
80
80
78
78
78 78
78
78
78
78
78
78
Cooling (WEH)
AM
78
78
78
78
78 78
78
78
78
78
78
78
PM
78
78
78
78
78 78
78
78
78
78
78
78
Heating (WD)
AM
66
66
66
66
66 68
68
68
68
68
68
68
PM
68
68
68
68
68 68
68
68
68
68.
.66
66
Heating (WEH)
AM
66
66
66
66
66 68
68
68 •
8 •
68
68
68 •
PM
68
68
68
68
68 68
68
68 '
8 '
68 " •'66
68
------
----
------
.. • • ..
.
• .
*..a.:
00
••..•.
.
00
.
...••.
..•••.
.. •
..
•
• •
. .
2/25/2018 8:50 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 80
The lower the Energy Performance Index, the more efficient the home.
1181 NE 92nd Street, Miami Shores, FL, 33138
1. New construction or existing
Addition 9. Wall Types Insulation Area
2. Single family or multiple family
Single-family a. Concrete Block - Int Insul, Exterior R=5.0 2052.00 ft2
b. N/A R= ft2
3. Number of units, if multiple family
1 c. N/A R= ft2
4. Number of Bedrooms
1(1) d.N/A R= ft2
10. Ceiling Types Insulation Area
5. Is this a worst case?
No a. Under Attic (Vented) R=30.0 1891.00 ft2
6. Conditioned floor area (ft2)
1891 b. N/A R= ft2
c. N/A R= ft2
7. Windows" Description
•••••0
Area
11. Ducts ' ' 0000 R ft•• • • • •
a. U Factor: Sgl, U=0.65
333.28 ft2 a. Sup: Attic, Ret: Family Room, AN: Family Room.... 6 220
SHGC: SHGC=0.25
0•00*0 •��� �•••��
b. U-Factor: N/A
ft2 00 0 ; 0 0 e •
SHGC:
12. Cooling systems 0000 kBtu/pj 5fficiency: • • • •
c. U-Factor: N/A
ft2 a. Central Unit • • • 0 0 • 58i0 • ERR:16.00 •
SHGC:
•
d. U-Factor: N/A
..•... . • •.••.
ft2 • •
13. Heating systems • • • • kBtu/ht • Efficiency • • • • •
SHGC:
a. Electric Strip Heat • • • 31.1 • COP:1.00
Area Weighted Average Overhang Depth:
2.000 ft. :
Area Weighted Average SHGC:
• • • • * 0 0 •
0.250 • • • • • •
8. Floor Types
Insulation Area 14. Hot water systems - Replacemdrg puiDment • • • • • •
• •Cap! I gallon; '
a. Slab -On -Grade Edge Insulation
R=0.0 1891.00 ft2 a. Electric
EF: 1
b. N/A
R= ft2
c. N/A
R= ft2 b. Conservation features
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home:
City/FL Zip:
-tTtE sTgr�
r�GOD WE'TR'``��rS
*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.
2/25/2018 8:51 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescri tive Methods
ADDRESS: 1181 NE 92nd Street Permit Number:
Miami Shores, FL, 33138
MANDATORY REQUIREMENTS See individual code sections for full details.
IN 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.
(21 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The
sealing methods between dissimilar materials shall allow for differential expansion and contraction.
• R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction.
Where required by the code official, an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of V4 exceeding 7 air
changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through $. Testing ;4ajl * condVc jq j)Wgh
a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by eitNjrldi%Vuals as defined in Section •
553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0,•($)+or((�i or an approved third party. .A
written report of the results of the test shall be signed by the party conducting the test and provideatoihe code dVicial. TestiRj 9611be
performed at any time after creation of all penetrations of the building thermal envelope. ' 00000 ' ; • • • • ;
During testing: . . . .
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyonO TIVintended'wedtMerstripping pis • •
other infiltration control measures; see*** • • 00000
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closedt but r t sealedlbeyoal intended....
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 ang 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. • • • . • •. •. • •
O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air.
(21 R402.4.3 Fenestration air IeakageWindows, 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
AAMAANDMA/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.
M 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 (MandatoryAll 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 individuals as defined in Section 553.993(5)
or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i), 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. (25Pa) 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:
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.
2/25/2018 8:51 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
IN R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
❑ 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.
❑ 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.
❑ R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible
to the storage tank.
R403.4.4 Water heater efficiencies (Mandatory).
O R403.4.4.1 Storage water heater temperature controls • • • •
R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperatoreZritrols ......
capable of adjustment from the lowest to the highest acceptable temperature settings for the intexrle&use. The a-"riwm .'
temperature setting range shall be from 100°F to 140°F (38°C to 60°C). ...... ..;. • • • • ; •
R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be prov'ii)Ab permit the plower supp:%d .. ;
to electric service systems to be turned off. A separate valve shall be provided to permit the epgrtJ typplied rTetvin burAer(s) •
of combustion types of service water heating systems to be turned off. • • • • • • • 00000
• •
ofe
® R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shal:;;* the mirfl ry r c'�ficiencioeoso 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:requi�ernents for the appropriate water
heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. ' ' j...;.
R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water productiofrgLt rajed by thg pnqual solar••etreW
factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy 0 entor Directory of
00
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 a tilt 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.
® R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment.
a 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.
2/25/2018 8:51 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3
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 capacity of
equipment may be sized in accordance with good design practice.
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 calculated according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements 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 equipmedt wiW*Vtural dr&ffftMospheritbbI`lT?s
shall not be less than the design load calculated in accordance with Section R403.6.1. " ' ;"' ' •
•••••• •••• ••••••
O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess coolic9o4eating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall hsYe equipment sizeo or contrbReVtb;
prevent continuous space cooling or heating within that space by one or more of the following optiorlsi • • • • : ' • •' 00000
1. A separate cooling or heating system is utilized to provide cooling or heating to the major•aniwminment areas.. • •: • • •
• • • • •
2. A variable capacity system sized for optimum performance during base load periods is Ll3lizgd. " "
❑ R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units Jhall'col�ply with Sections , , • •: •
C403 and C404 of the Commercial Provisions in lieu of Section R403. """
❑ R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energ�gervi& to the 56ij ft, shall' •
include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipita" iS falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F.
❑ 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.
O 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.
O 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.
O R403.9.3 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.
O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
19 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
O 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.
2/25/2018 8:51 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Beyda Resid PH1 Builder Name: .
Street: 1181 NE 92nd Street Permit Office: Miami Shores
City, State, Zip: Miami Shores, FL, 33138 Permit Number:
Owner: Jurisdiction: 232600
Design Location: FL, Miami
COMPONENT
CRITERIA
CHECK
Air barrier and thermal barrier
A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Air -permeable insulation shall not be used as a sealing material.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed. •�"`•
Corners and headers shall be insulated and the junction of the foundation ...
• .'
Walls
and sill plate shall be sealed. ...... ..;.
....;
The junction of the top plate and the top or exterior walls shalt be'sealed.
.
Exterior thermal envelope insulation for framed walls shall be iactaged in
substantial contact and continuous alignment with the air barren..' : •..'
.....
Knee walls shall be sealed. .,....
..:..
Windows, skylights and doors
The space between window/door jambs and framing and skyUa qts a d • `•"
• "� `
framing shall be sealed.
�64,
Rim joists
Rim joists are insulated and include an air barrier. ; „•
•
Floors (including above -garage
Insulation shall be installed to maintain permanent contact with underside • • • • •
and cantilevered floors)
of subfloor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls
Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations
Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities
Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope shall be
air tight, IC rated, and sealed to the drywall.
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 piping and wiring.
Shower/tub on exterior wall
Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on
The air barrier shall be installed behind electrical or communication 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.
Fireplace
An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
2/25/2018 8:52 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014 Duct Leakage Test Report Performance Method
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Form R405 Duct Leakage Test Report
Performance Method
Project Name: Beyda Resid PH1 Builder Name: .
Street: 1181 NE 92nd Street Permit Office: Miami Shores
City, State, Zip: Miami Shores, FL, 33138 Permit Number:
Design Location: FL, Miami Jurisdiction: 232600
Duct Test Time: Post Construction
Duct Leakage Test Results
CFM25
Duct Leakage
Test Values
F - -- -
-
--•- •
406066
••••
••••••
---
Line
System
Outside Duct Leakage
•
• •
• • • •
•
1
System 1
cfm25(Out)
• • • • • •
—
--_ _
• •
2
System 2
cfm25(Out)
"«I 00
•'.. • :
""'
--
-- - -
---- --- ---------•
•-i•
• •
• • • • •
•
I
•
•
3
System 3
— _ cfm25(Out)
• .
. .
....•
..
.
••••••
— 4
System 4 —
_ _ _ cfm25(Out)
.. .
•• •
' • •' •'
• •
5
System 5 1 - —
cfm25(Out)
Total House i Sum lines 1-5 ---
Duct System 1891
Divide by _
Leakage (Total Conditioned Floor Area)
(Qn, Out) (Qn,out)
I certify the tested duct leakage to outside, Qn, is E ST
Duct tightness shall be verified by �fK AT
not greater than the proposed duct leakage Qn '0
specified on Form R405-2014. testing to Section 803 of the RESNET = ,c
p rt• f d `s rc+
SIGNATURE:
PRINTED NAME:
DATE: 2/25/2018
Standards by an energy rater ce Ile In
accordance with Section 553.99,
Florida Statutes.
E
BUILDING OFFICIAL:
DATE:
2/25/2018 8:52 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1
Beyda Residence
Location Miami, FL
Building owner
Program user EC
Company
Comments
By
EC
Dataset name
X:\TRACE 700 Projects\EC ENG117-031 Beyda Res PH1.trc
Calculation time
07:06 AM on 02/25/2018
TRACE® 700 version
6.3.1
Location
Miami, Florida
Latitude
25.0 deg
Longitude
80.0 deg
Time Zone
5
Elevation
7 ft
a ��������
Barometric pressure
29.9 in. Hg
``ti���►
%%�`�y�N o ...... ��,�
Air density
0.0760 Ib/cu ft
���.•';GEN'•.�'q'•,
F
Air specific heat
0.2444 Btu/lb•°F
• ' �' '•loDensity-specific
heat product
1.1151 Btu/h•cfm•°F
No 69808
Latent heat factor
4,908.6 Btu•min/h•cu ft
Enthalpy factor
4.5619 Ib•min/hr•cu ft
�.•• STATE OF :
Summer design dry bulb
91.0 OF
`
� �
Summer design wet bulb
78.2 OF
OF
R •• •�N
• •tip
Winter design dry bulb
47.0
����
Summer clearness number
0.95
`Ik�
Winter clearness number • • 000
00.25 • • •
Summer ground reflectancE;
%:0: ;
Winter ground reflectance • • •;
p.20; ; •; '.
Ed erna, PE
Carbon Dioxide Level • • • • •
4W • Vpm
02-26-18
Design simulation period
January - December
Cooling load methodology% •;•
IEJDLT141 ; •••
Heating load methodology•• ; •
. . ..
UTAT4• • ;•; ;
. . . . . .
i !
... .
. . .
. • •
... .
. . . ... . .
. . . . . . .
• • *so. .. . .
. ... . .
Room Checksums
By EC
AHU-1 PH1
COOLING COIL PEAK
Peaked at Time: Mo/Hr: 9 / 17
Outside Air: OADB/WB/HR: 88 / 76 / 115
Space Plenum Net Percent
Sens. + Lat. Sens. + Lat Total Of Total
Btu/h Btu/h Btu/h (%)
Envelope Loads
Skylite Solar 0 0 0 0
Skylite Cond 0 0 0 0
Roof Cond 0 3,875 3,875 7
CLG SPACE PEAK
Mo/Hr: 9 / 17
OADB: 88
Space Percent
Sensible Of Total
Btu/h (%)
0 0
0 0
0 0
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
HEATING COIL PEAK
Mo/Hr: Heating Design
OADB: 47
Space Peak Coil Peak Percent
Space Sens Tot Sens Of Total
Btu/h Btu/h (%)
0 0 0.00
0 0 0.00
0 -1,905 129.53
TEMPERATURES
Cooling Heating
SADB 54.4 83.2
Ra Plenum 76.9 68.1
Return 76.9 68.1
Ret/OA 76.9 68.1
Fn MtrTD 0.0 0.0
Fn BIdTD 0.0 0.0
Fn Frict 0.0 0.0
Glass Solar
13,682
0
13,682
25
13,682
30
Glass Solar
0
0
0.00
AIRFLOWS
Glass/Door Cond
3,251
0
3,251
6
3,251
7
Glass/Door Cond
-5,844
-5,844
397.41
Wall Cond
5,799
1,685
7,483
14
5,799
13
Wall Cond
-5,174
-6,665
453.24
Cooling
Heating
Partition/Door
0
0
0
0
0
Partition/Door
0
0
0.00
Diffuser
2,000
1,000
Floor
0
0
0
0
0
Floor
0
0
0.00
Terminal
2,000
1,000
Adjacent Floor
0
0
0
0
0
0
Adjacent Floor
0
0
0.00
Main Fan
2,000
1,000
Infiltration
5,708
5,708
10
1,497
3
Infiltration
-2,588
-2,588
176.03
Sec Fan
0
0
Sub Total =_>
28,439
5,560
33,999
62
24,228
53
Sub Total =_>
-13,606
-17,001
.156.21
Nom Vent
0
0
AHU Vent
0
0
Internal Loads
Internal Loads
Infll
101
101
Lights
6,458
0
6,458
12
6,458
14
Lights
0
0
0.00
MinStop/Rh
0
0
People
1,400
0
1,400
3
980
2
People
0
0
0.00
Return
2,101
1,101
Misc
13,140
0
13,140
24
13,140
29
Misc
0
0
0.00
Exhaust
101
101
Sub Total =_>
20,998
0
20,998
38
20,578
45
Sub Total =_>
0
0
0.00
Rm Exh
0
0
Auxiliary
0
0
Ceiling Load
1,133
-1,133
0
0
1,133
2
Ceiling Load
-1,114
0
0.00
Leakage Dwn
0
0
Ventilation Load
0
0
0
0
0
0
Ventilation Load
0
0
0.00
Leakage Ups
0
0
Adj Air Trans Heat
0
0
0
0
0
Adj Air Trans Heat
0
0
0
Dehumid. Ov Sizing
0
0
Ov/Undr Sizing
0
0
0.00
Ov/Undr Sizing
0
0
0
0
0
Exhaust Heat
209
-14.22
ENGINEERING
CKS
Exhaust Heat
-213
-213
0
OA Preheat Diff.
0
0.00
Sup. Fan Heat
0
0
RA Preheat Diff.
15,322
041.99
Cooling
Heating
Ret. Fan Heat
0
0
0
Additional Reheat
0
0.00
% OA
0.0
0.0
Duct Heat Pkup
0
0
0
System Plenum Heat
0
0.00
cfm/ft=
1.06
0.53
Underflr Sup Ht Pkup
0
0
Underflr Sup Ht Pkup
0
0.00
cfm/ton
438.08
Supply Air Leakage
0
0
0
Supply Air Leakage
0
0.00
ftz/ton
414.48
Btu/heft'
28.95
-8.87
Grand Total =_>
50,570
4,214
54,785
100.00
45,939
100.00
Grand Total ==>
-14,720
-1,470
100.00
No. People
4
COOLING COIL SELECTION
Total Capacity
Sens Cap. Coil Airflow
Enter DB/WB/HR
Leave DB/WB/
ton
MBh
MBh cfm
°F °F
gr/lb
°F °F
gr/lb
Main Clg
4.6
54.8
50.2 2,000
76.9 61.3
56.0
54.4 51.6
52.6
Aux CIg
0.0
0.0
0.0 0
0.0 0.0
0.0
0.0 0.0
0.0
Opt Vent
0.0
0.0
0.0 0
0.0 0.0
0.0
0.0 0.0
Q.0
Total
4.6
54.8
+ •
•
•
Project Name: Beyda Residence
Dataset Name: 17-031 Beyda Res PH1.trc
. • •
A
• .
.: (ASS iotJI :.:Glass
• • •
• • •
• ft2 •(%)
••• ••
Floor
• •
1,892
• ••
Part
0
Ipt Door,
••�
9
:ExFlr ••
: •••
:Rogf •�
892 •
• •
•Wa1i1 •
052
33 • 1 G
•Ext Door
• 0
If • 0
HEATING COIL SELECTION
CapacityCoil
Airflow
Ent
MBh
cfm
°F
i Htg
-16.8
1,000
68.1
Htg
0.0
0
0.0
teat
0.0
0
0.0
iidif
0.0
0
0.0
Vent
0.0
0
0.0
d
-16.8
0.0
0.0
0.0
0.0
• • • • • • • • • • • IVACE® 700 v6.3.1 calculated at 07:06 AM on 02/25/2018
• • Alternative-1 System Checksums Report Pagel of 1
• •• •• • • • •• ••
••• • • • ••• • •
JPR GENERAL CONTRACT CORP
Date: 02/12/2019
State of Florida
County of Miami Dade
Before me this day appeared Jaime Penaranda who, being duly sworn, deposes and says:
That he will be the only person working on the project located at:1181 NE 92 St Miami Shores
Contractor signature.
Sworn to and subscribed before me this 12 day of February 2019
By:
Gcrc t, c,
Personally know:
Or Produce identification: ? S (.S -�?' Sg 2a1 ( -0
Type of Identification produced:h^
Print, type or stamp of notary
Cur
ofiloPA �'M�eS_ 6bo
uavi nt-n1411-AL I nr V 1KV1VMEIV'IAL J MATEKIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
tC DYNATECH ENGINEERING CORP.
W W W.DYNATECHENGINEERING.COM
,F,1 Miami, October 19, 2017
Mr. Victor Bruce, AIA, LEED AP
BRUCE & BRUCE, INC.
370 NE 10151 Street
Miami Shores, FL 33138
ACT�J�
�O �Y
Re: Beyda Residence @
1181 NE 92"d Street
Miami, FL
Dear Mr. Bruce:
Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) completed a Subsoil
Investigation on October 19, 2017, at the above referenced project. The purpose of our investigation
was to help determine subsoil conditions relative to foundation design of the proposed structure.
A total of (1) standard penetration boring test was performed according to ASTM-D 4586 dbwri fo an
average depth of 25' below existing ground surface at the locations shown on t11j a;ache0Fkfth.
The following graph was developed as a general condition below existing grouhTsiirface at the time
of drilling for the subject site (Subsoil conditions are non -homogenous, refer to-f',>�ld horin lags �or
exact locations and soil description. Average depths are approximate and will-var} in the,field
.. .. 00 -
Average Depth
From To
0'-0" 1'-0"
1'-0"
2'-0"
3'-0"
4 %0"
5' -6"
11'-0"
2'-0"
3' -0"
4'-0"
5'-6"
11%V
25' -0"
Description
Topsoil
Light tan medium sand w/rock fragments
Tan silty sand
Brown silt
Black silty sand w/organics
Brown sand
Tan sandy limerock
Groundwater was measured immediately at the completion of each boring and was found at an
average depth of approximately 2'-6" below existing ground surface at the time of drilling. Existing
ground surface elevation was not provided to us at the time of drilling. Design engineers must verify
existing ground elevations as well as FEMA Flood and County highest and lowest groundwater
elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run
off as well as varying ground elevations construction dewatering and pumping activities in the area
and global warming. Site contractor must familiarize himself with site conditions in the event
groundwater controls and dewatering is needed during construction. Surface flooding may result
under hurricane conditions and should be taken into consideration in the design of the project. The
contractor shall monitor and make sure that groundwater levels on adjacent properties are not
adversely impacted due to the contractors dewatering activities. Specialty groundwater and water
proofing contractors shall be consulted for all work below the groundwater level. Dewatering for pile
caps is expected.
750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM C;t-EC
' Re: ' 1181 NE 92nd Street, Miami, FL
Based on our understanding of the proposed structure and our field boring logs; it is evident that
deep foundation systems are needed to support the proposed structures and slabs without
detrimental settlement.
Based on the Florida Building Code FBC 2014, 51h edition; deep foundation systems shall consist of
one of the following alternatives:
Alternatives
Approximate
Pile Capacity
Pile Capacity
Allowable
Pile Foundation
Pile Depth
Size
in Tons
in Tons
Lateral Capacity
B.E.L.S.
Compression
Tension
in Tons
Pin Piles / push piers
22' BELS
3" O sch.80
5 Tons
1 Ton
N/A
Helical Piles
22' BELS
3" O sch.80
12 Tons
6 Tons
N/A
Auger Cast Piles
22' BELS
12 Inches
25 Tons
12 Tons
1 Ton
Auger Cast Piles
22' BELS
14 Inches
35 Tons
15 Tons
2 Tons
B.E.L.S.: Below Existing Land Surface.
For computer structural modeling of the building foundation system initial vertical spring
constants of 500 Kpi for compression and 250 Kpi for tension may be used. The vertical spring
constant values is the work pile load divided by estimated pile settlement and is based on our
experience and review of available pile load tests data and settlement estimates in similEF . .;
subsurface conditions and shall be refined as the structural model is developdd..'.
Helical piles bearing capacity is a proprietary product dependent on manufacturo-r shaft type' size,
"!000
and steel strength as well as helix size, numbers, spacing, depth, soil profile and installation torque.
Therefore, the helical pile specialty foundation contractors and his engineer shall-sltgmit signed and
sealed shop drawings of the proposed helical piles to the building department. Tli 56ove dj*4*4 s are
minimum depth required unless authorized by the geotechnical engineer. Predroliz>*,,may be required
to achieve design depths.
Lateral Load for a pile Top Deflection of 1/4 inch. Lateral load capacities may be increased%ing
battered piles. Batter angles can be used for the pile installation of up to 2 inches per foot
(Horizontal, Vertical). However, care should be taken not to overlap adjacent piles.
In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to
create excessive vibration. Vibration levels shall be monitored to verify compliance with county
regulations. Steps must be taken by the contractor to prevent excessive vibrations in the event
excessive vibrations are experienced during construction, alternative driving methods shall be
implemented (ie: predrilling, jetting, hydraulic push, etc...).
The minimum center to center of piles or adjacent piles shall be not less than two and a half the
average diameter for round piles, but in no case less than 36 inches to avoid load capacity reduction
caused by group effect. Piles shall be driven with a variation of not more than 1/4" per foot from
vertical, and within 3 inches of the specified plan location.
The installation of adjacent piles (located within 6 pile diameters o.c. of each other) on the same
working day is not recommended. We recommended that adjacent piles not be installed until the
initial grouted pile has set overnight, but no less than 12 hours (Florida Building Code 1810.4.8.).
2
750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM ` _ EC
Re: 1181 NE 92"d Street, Miami, FL
The grout used in the pile installation shall develop a minimum compressive strength of 5000 PSI at
28 days. Large grout volumes, possibly twice (or more) of the theoretical pile volume, are expected
for proper auger cast pile installation due to subsoil conditions. More so where former structures
have been demolished and former piles removed causing additional underground cavities.
All pile reinforcing must be designed by the structural engineer to resist all axial, bending, and shear
stresses, and shall be placed under the supervision of our Geotechnical Engineer to verify compliance
with our recommendations. If the pile is not reinforced over the entire length, we recommend a
minimum of a single No. 7 bar be placed the full length of the pile to verify pile continuity.
All work shall be performed in accordance with the applicable building code.
The following soil parameters shall be used for retaining wall designs:
- Soil unit weight moist: 130 pcf. Submerged: 70 Pcf.
- Angle of internal friction: 30
- Earth pressure coefficient Ka: 0.33; Kp: 3.0
- Angle of wall friction: 30 for steel piles, 20 for concrete or brick walls; 15* uncoated steel.
Any underground structures such as grease traps; septic systems, etc... must be supported on pile
foundations, unless the deleterious material (ie: silt, muck, peat, etc...) is excavated in its entirety
and replaced with compacted washed gravel such as pea rock or # 57 stone. Fasten utility lines to
underside of structural slabs to limit settlements. :...:.
......
Excavations shall not extend within 1 foot of the angle of repose next to.�jja�ng frmtfugs or
....:.
structures, unless underpinned. All excavation shoring must be designed and impeded by a Florida
;,
licensed professional engineer. Excavation contractor must make provisions fdf hard elltavhtion
conditions.
0:
' '
0 0"'
...... .. .
. 00000
All trenching work shall be in compliance with Florida Building Code, OSHA, "Trench Safety
. . . .
Act. ' '
.....
� � � •'
..... .
Provisions shall be made by the architect, engineer of record and contractor tddddl'ess v15fati6n /
0
' '
dynamic loading; differential settlements when tying in new to existing structures. Mixing of
different foundations shall not be used unless provided with expansion joints to address differential
settlements and vibration transfer.
Also note that as a common engineering practice for existing and new construction; outside ground
surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain
gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5
feet away from building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines
are properly functioning with no leaks in the vicinity of the foundations.
An arborist must be consulted prior to any land clearing to verify compliance with local codes.
Detailed settlement analysis was beyond the scope of this report. However, we have compared the
field test data obtained in this exploration with our experience with structures similar to those
proposed for this report. The estimated magnitude of these settlements is less than ''/z inch differential
and less than 1 inch total settlements. Due to the granular nature of the subsurface materials, the
foundation settlements should occur as the loads are applied and should be virtually negligible by the
end of the building shell completion.
If dynamic loading is proposed (ie: parking garage, etc...) this condition MUST be brought to our
attention to re-evaluate the applicability of our recommendations.
3
750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM *Ei
Re: 1181 NE 92nd Street, Miami, FL
This report was prepared in compliance with the 2014 Florida Building Code, 5th edition. Site
elevations were not provided to us for the test locations. Depths reported on the field boring logs
represent the depth below existing ground surface as they existed on the date of drilling. In the event
of subsequent filling, excavations or site work, the reported depths must be adjusted to represent
proper depths.
The boring log (s) attached present (s) a detailed description of the soils encountered at test location
(s). The soil stratification shown on the boring log (s) is based on the examination of the recovered
soil samples and interpretation of the driller's field log (s). It indicates only the approximate
boundaries between soil types. The actual transitions between adjacent soil types may be gradual.
Regardless of the thoroughness of a geotechnical exploration there is always the possibility that
conditions may be different from those of the test locations, the nature and extent of such variations
may not become evident until, during or after construction; therefore, DYNATECH ENGINEERING
CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and
using this report the client understands and accepts that all data from the borings are sirictly for
foundation analysis only and are not to be used for excavation or back filling estimates an:rlfibing.
Owner and site contractor must familiarize themselves with site conditions prim o;iddigg., Client
recognizes that actual conditions in areas not tested by DEC may differ from these anticipated in
DEC's report. Client understands and accepts that this can significantly iyG=O a se the. cost of
construction for its future projects. Client agrees that DEC shall not be responsible r liab;e for any
variations in the actual conditions of areas not tested by DEC. For Envirorundil aMe diliogoe ce; a
Phase I and/or Phase II Environmental Site Assessments is recommended. As i"0 protection to
clients, the public and ourselves, all reports are submitted as the confidential property of cliggt , #nd
authorization for publication of statements, conclusions or extracts from or regardil5g our f Vorts is
reserved pending our written approval. The scope of services performed in the execution olt this
investigation may not be appropriate to satisfy the needs of other users, and use or re -use of this
document or the findings, conclusions, or recommendations is at the risk of said user. Said user must
contact DEC in writing to verify applicability of this report for their use. All work must be
conducted under the supervision of our geotechnical engineer. The discovery of any site or
subsurface conditions during construction which deviate from the information obtained from our
subsoil investigation is always likely and should be reported to us for our evaluation. All work shall
be conducted in compliance with the Florida Building Code FBC and OSHA workers protection
rules and all applicable Federal, State, County and City rules and regulations.
It has been a pleasure working with you and look forward to do so in the near future.
Sincerely yours,
�19�S3G1
Wissam Naamani, P. E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Special Inspector No. 757
Certificate of Authorization No.: CA 5491
%� i
5B
No.39
STP, �F ,%EAU
3 ox
O�FsN
4
750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM l / EC
TEST
BORING
REPORT.::..:
:'•.:•
...::.
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...
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...
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...
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. .
. .
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DYNATECH ENGINEERING CORP.
TEST BORING FIELD LOG
CLIENT : BRUCE AND BRUCE, INC. DATE: October 19, 2017
PROJECT : Beyda Residence @ HOLE NO.: B-1
ADDRESS : 1181 NE 92"d Street, Miami, FL. DRILLER: A. S.
LOCATION : See attached sketch
HAMMER
DESCRIPTION OF MATERIALS
Depth
BLOWS ON
"N"
SAMPLER
2
Hand
H
4
2 1
2
0'-0" to 0'-6"
TOPSOIL AND GRASS
1 1
6
1 1
3
0'-6" to 1'-0"
DARK BROWN MEDIUM SAND W/ORGANIC STAIN
2 2
8
4 3
7
1'-0" to 2'-0"
LIGHT TAN MEDIUM SAND W/ROCK FRAGMENTS
4 5
10
5 4
10
2'-0" to 3'-0"
TAN SILTY SAND
6 6
12
8 :..$:.
17
3'-0" to 4'-0"
BROWN SILT
9 11
• • •
14.....
•"'
10 % •e••
' 9 ?
1,••
:..
4'-0" to 5'-6"
BLACK SILTY SAND W/ORGANIC STAIN
lb•�•
11 '�.•
1.7.
5'-6" to 10'-0"
BROWNISH MEDIUM SAND
.....
8 .9.
••
19*
A •�
A�
10'-0" to 11'-0"
TAN MEDIUM SAND W/ROCK FRAGMENTS
• • •
•
a.
11'-0" to 25'-0"
TAN SANDY LIMEROCK
• •
...
•
22
A
A
24
18 18
34
16 17
26
22 30
28
30
32
34
36
38
Water Level: 2'-6" Below Existing Land Surface at time of drilling As a mutual protection to clients, the public and ourselves, all reports are
submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved
pending on our written approval. H.A.: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL.
i
750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM l _ Eq
SITE PLAN
• • • • • •
•
• •
• • • • • •
•
• • • •
•
• •
• • • • •
••••••
••
•
•••••
•• ••
••
•
••••••
•
• •
•
•
• • • • • •
0
� l t
1181 Northeast
92nd Street r,
i
4.
c� � NE 92nd Sl
NE 92nd St 'NE`92nd .
NE 92nd St , . ;.. ,: _
-O
GENERAL NOTES
Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after
building pad(s) are staked out.
Soil borings on existing structures that are to be demolished should be considered prelimin
would need to be performed after the structure(s) has been demolished and proposed �' and additional borings
P P new building staked out.
As a mutual protection to clients, the public and ourselves, all reports are submitted- as confidential property of clients, an
authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our
written approval.
KEY CLASSIFICATION & SYMBOLS
Correlation of Penetration Resistance With
Relative Density and Consistency
PirtideSize......
Boulders o
> 12 jn% '.
J
•- Cone Penetration
Standard.`-
Cobbtc. . . .
3 �, td'1 in. %
Tests
Penetration
Relative
Gravy t • • • •
4.76 mT to 3 in: • • • •
/cm�
lo-
Densi
Sand."".
p @� tpgfto 4.67jt3prL.0
Silt ......
0.04S rpm. to 0,04-w m
Sands 0-16
0-4
Very Loose
Clay "•"'
< a005•mm ••••;•
17-40
5-10
Loose
�••��•
41-80
11-20
Firm
. .
. ....
•'•'% ..
81-120
21-30
Very Firm
Over 120
31-50
Dense
5% - 10 %
Slighfly Silty or Clayey
10%.- 30%
Silty or Clayey
Silts & 0-3
0-2
Very Loose
30% - 50%
Very.Silty or Very Clayey
Clay 4-9
3-4
Soft
0% - 5%
Slightly Trace
10-17
5-8
Firm
6% - 10%
Trace
18-31
9-15
Stiff
l l % - 20%
Little
32-60
16-30
Very Stiff
21% - 35%
Some
Over 60
31-50
Hard
> 35% And
Rock Hardness Description
Soft
Rock core crumbles when handled
Medium
Can break with your hands.
Moderate Hard
Thin edges or rock core can be broken with fingers
Hard
Thin edges or rock core cannot be broken with fingers
Very Hard
Rock core rings when struck with hammer (cherts)
"u sv;"'f tructurns
Engan►serlr_g Groins. Inc.
STRUCTURAL CALCULATIONS
FOR THE RENOVATIONS TO THE
BEYDA RESIDENCE
LOCATED AT:
.
......
" • • • •
•
1181 N.E. 92ND ST.
MIAMI SHORES FLORIDA
•
......
......
DATE:
• •
DECEMBER 4
(SHEETSfl
B2B.
1'
JOSE A. TOLEDO, P.E.
STRUCTURAL ENGINEER
FL LICENSE #54891
U.S. STRUCTURES JOB BEYDA RESIDENCE
ENGINEERING GROUP INC. SI IEET' No 0
OF
13
p CALCULAT :D BY
ADS DATE
DECEMBER 2017
DESIGN CALCULATIONS TITLE. TABLE OF CONTENTS
k'
PAGE DESCRIPTION
1-2. Design Loads and Wind Loads
3-4. Roof Trusses & Girders
5. Roof Wood Joist
6. Pre-fab Steel Connection for Girder truss
7. Concrete Beam Design
8-9. Masonry Wall Design
10. Concrete Slab Design
• • • • • •
.
.... ..
11-13. Foundation Design
•.....
••�•
•.
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.....
.. ..
•. .
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.
Engineering 1wr®up. Inc_
1'L-`1-11
JOSE A. TOLEDO, P.E.
STRUCTURAL ENGINEER
FL LICENSE #54891
12855 SOU'I'FIWIsST 132"° STREET • SUITE 204 . MIAMI • FLORIDA • 33186
PHONF. 305.665.4555 • E-1`I1'IL: INFO@USSIENG.COM • CA 32156
U.S. Structures, Inc.
Project: Beyda Residence
CA 32156
w
PROJECT NAME:
Beyda Residence
Additions S. Renovations
1 181 NE 92nd Street
'
Miami Shores, FL 33138
DESIGN LOADS:
Roof Live Load
30 psfr30psf for flat
roofs /20psf for slopes > 1.5.-12J
Roof Dead Load
25 psf
Floor Dead Load
87.5 psf [7" Concrete Slab]
Floor Super Imposed Dead Load
25 psf
Floor Live Load
40 psf
Balcony/Terrace Live Load
60 psf (100 psf for areas > 100 sf)
CODE REFERENCE:
All work, designs and calculations shall be designed in accordance with
the Florida Building code, 2014 edition.
WIND LOADS:
In accordance with ASCE 7-10 - Analytical
Procedure
Code Reference
County
Miami Dade
Risk Category
II
FBC 1620.2 (ASCE 1.5-1)
Wind Speed - V =
175 mph
FBC 1620.2
Exposure case
C
FBC 1620.3
Roof Slope (4:12)
18.40 degrees
• •
Max Roof Height - z
16.00 feet
•• •
6' '
Mean Roof Height - h
15.00 feet
•
Least Horiz. Dim. // to Wind - L
36.00 feet"
h/L
0.42
•• .�• '•
6.5050(fab 6 1)
••le
• •. •
Kh =
0.85
30.3.E (ta*b�le 30.3-1" '
Kz =
0.86
30 8.1 /table 30.3-1 '
Kd =
0.85
26.6/table 26.6-1;.
Determine Topographical Factor
- Kzt
"•
K1
0.00
fig.26.8-1 ••
K2
0.00
fig. 26.8-1
K3
0.00
fig. 26.8-1
Kzt = (1+K1*K2*K3)A2 =
1.00
equation 26.8-1
BASIC PRESSURE:
Components and Cladding - Exposure C [Note: 0.60 convertion from strength design to ASD]
qh = 0.00256 * Kh * Kzt * Kd * VA2*0.6
qh = 33.99 psf
equation 30.3-1
MWFRS - Exposure C [Note: 0.60 convertion from strength design to ASD]
qh = 0.00256 * Kh * Kzt * Kd * VA2*0.6
qh = 33.99 psf
equation 27.3-1
qh = 0.00256 * Kz *Kzt *Kd * VA2*0.6
qz = 34.39 psf
equation 27.3-1
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Pagel.
U.S. Structures, Inc.
CA 32156
DESIGN WIND PRESSURES - Windows and Doors (for sloped roof conditions)
zone width a: 3.60 feet Fig. 6-11 A notation no.6a criteria
But not less than, 3.00 feet
Therefore, 'a' = 3.60 feet
P = 9h ((GCp) - (GCpifl where equation 6-22
(GC,;) = ± 0.18 (Figure 6-5)
Typical Window
(Area < 1 Osq-ft)
Typical Door
(Area approx. 21 sq-ft)
Garage Door (8-ft wide)
(Area approx. 21 sq-ft)
(area based on panel rib)
Garage Door (16-ft wide)
(Area approx. 85 sq-ft)
(area based on panel rib)'
Roofing Pressures
(based on 1 square)
(Area = 1 Osq-ft)
Project: Beyda Residence
Gcp
Gcpi
Pressure (p) psf
Zone 4 windward
1.00
-0.18
40.10
Zone 4leeward
-1.10
0.18
-43.50
Zone 5 windward
1.00
-0.18
40.10
Zone 5 leeward
-1.40
0.18
-53.70
Gcp
Gcpi
Pressure (p) lost
Zone 4 windward
0.98
-0.18
39.32
Zone 4leeward
-1.04
0.18
-41.29
Zone 5 windward
0.98
-0.18
39.32
Zone 5 leeward
-1.30
0.18
30.13
Gcp
Gcpi
PressLggJOLpsf
Zone 4 windward
0.98
-0.18
39,
Zone 4 leeward
-1.04
0.18
-�41 •
Zone 5 windward
0.98
-0.18�.
Zone 5 leeward
-1.30
0.18
Sp'I •
Gcp
Gcpi
Pres re (JD)3Dsf
Zone 4 windward
0.84
-0.18
34.70.
Zone 4 leeward
-0.94
0.18
-37. 76.
Zone 5 windward
0.84
-0.18
34.70
Zone 5 leeward
-1.08
0.18
-42.82
Gable/Hip oos 71 < 0 <
Gcp
Gcpi
Pressure (p) lost
Zone 1
-0.90
0.18
-36.71
Zone 2
-1.70
0.18
-63.89
Zone 3
-2.60
0.18
-94.48
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page ..2
U.S. Structures, Inc. Project: Beyda Residence
CA 32156
n
ROOF TRUSSES (Gable/Hip roofs 7°<8 <_ 7°1
In accordance with ASCE 7-10 (see attached plan and calculation page 1)
ROOF TRUSSES - SIMPLE SPAN WITH UNIFORM LOADING
Mark T-IA T-1B T-2
Truss span (La) (overall) (it) 17.66 22.25 22.25
Truss span (Lu) (between supports) (ft) 15.66 20.25 20.25
Truss spacing (tributary width) (ft) 2.00 2.00 2.00
Effective Wind Area, A (ft) (L`L/3) (sec c26.2) 104.00 166.00 166.00
Overhang span - leff end (ft) 2.00 0.00 0.00
Overhang span - right end (ft) 0.00 2.00 2.00
zone width 'a' (ft) 3.60 3.60 3.60
Gravity Loading (DL) lost) 25.00 25.00 25.00
Gravity Loading (LL) (psf) 30.00 30.00 30.00
Roof Slope 18.40 18.40 18.40
Basic wind pressure (psf) 33.99 33.99 33.99
Internal wind pressure GCP; (psf) 6.12 6.12 6.12
TRUSS MEMBER ANALYSIS
GCp zone 1 -0.80 -0.80 -0.80
GCp zone 2 -1.20 -1.20 -1.20
Corresponding Zone Pressures: • • • • • •
GC,; 0.18 0.18 0.18
• • • • ••••••
Wind pressure zone 1: •
p = qn [(GCp) - (GC J] (eq. 30.4-1) -33.31 -33.31 -33.31 • • • • • ' • • •
NET UPLIFT zone 1 1-10 psf DL) -23.31 -23.31 1 -23.31 • • •
•••• ••••••
Wind pressure zone 2: • • • • • • •
p = qh [(GCp) - (GCpJ] (eq. 30.4-11 -46.90 -46.90 -46.90 • • • • ' •
•••••• •• • • •
NET UPLIFT zone 2 (-10 psf DL) -36.90 -36.90 -36.90 • • • • •
TRUSS OVERHANG ANALYSIS • • •
GCp zone 2 -2.20 -2.20 -2.20 • �����• ••••�•
Corresponding Zone Pressures: • • •
GC,; 0.55 0.55 0.55 " • • • • • ;' •' •
Wind pressure zone 2: •
p = qh [(GCp) - (GCp;)] (eq. 30.4-11 -93.46 -93.46 -93.46
NET UPLIFT (-10 psf DL) -83.46 83.46 83.46
TOTAL UPLIFT REACTION - Left End (lb): 912 747 747
TOTAL UPLIFT REACTION - Right End (lb): 578 1081 1081
TOTAL GRAVITY REACTION - Left End (Ib): 1081 1114 1114
TOTAL GRAVITY REACTION - Right End (lb): 861 1334 1334
Connection Capacity (using NuVue Straps)
NVSTA-20H (simple strap wifh seat)
No. of NVSTA-20H straps= 1 1 1
Uplift Capacity 1783 1783 1783
Lateral Capacity Parallel to Wall (Li) 950 950 950
Lateral Capacity Perpendicular to wall (1-2) 1430 1430 1430
NVHTA-20H (double strap with seat)
No. of NVHTA-20H straps= 0 0 0
Uplift Capacity 0 0 0
Lateral Capacity Parallel to Wall (L,) 0 0 0
Lateral Capacity Perpendicular to wall (1-2) 0 0 0
Total Uplift Capacity = 1783 1783 1783
Total Lateral Capacity (LI) = 950 950 950
Total Lateral Capacity (Lz) = 1430 1430 1430
Final Connection: 17S1 PSI 17S]
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page .3
U.S. Structures, Inc.
CA 32156
ROOF GIRDERS (Gable/Hip roofs 7°<A 5 7') (Fig. 30.4-2111
In accordance with ASCE 7-10 (see attached plan and calculation page 1)
DAt'1C TDIICC 1_IDr1CDC - CI\4P1 C CDAAI WITH IIAIIFl1D1111 I AAr%INC-'
Mark
Girder span (L.) (overall) (ft)
GT-1
GT-2
20. 00
22.50
Girder span (Lu) (between supports) (ft)
16.00
20.50
Girder tributary width (ft)
3.00
3.00
Girder Setback from TB (ft)
4.00
4.00
Tributary Area for Left Gravity Reaction (ft2)
28.00
30.75
Tributary Area for Right Gravity Reaction (ft)
28.00
34.75
Effective Wind Area, A (ft2) (L*L/3) (sec C26.2)
134.00
169.00
Overhang span - left end (ft)
2.00
0.00
Overhang span - right end (ft)
2.00
2.00
Zone width 'a' (ft)
3.60
3.60
Roof Slope
18.40
18.40
Basic wind pressure (psf)
33.99
33.99
Gravity Loading (DL) (psf)
25
25
Gravity Loading (LL) (psf)
30
30
GIRDER MEMBER ANALYSIS
GCP zone 1 (Fig. 30.4-2A)
-0.80
-0.80
GCP zone 2 (Fig. 30.4-2A)
-1.20
4.20
Correspondina Zone Pressures:
GCP,
0.18
0.18
Wind pressure zone 1:
p = qh [(GCPI - (GC J] (eq. 30.4-1)
-33.31
- -33.31
NET UPLIFT zone 1 (-10 psf DL)
-23.31
-23.31
Wind pressure zone 2:
p = qh [(GCP[ - (GCp)] (eq. 30.4-1)
-46.90
-46.90
NET UPLIFT zone 2 (-10 psf DL)
-36. 00
-36.90
GIRDER OVERHANG ANALYSIS
GCP zone 1 &2
-2.20
-2.20
Corresponding Zone Pressures:
GCP,
0.55
0.55
Wind pressure zone 1 &2:
p = qh [(GCP] - (GCp)] (eq. 30.4-1)
-93.46
-93.46
NET UPLIFT (-10 psf DL)
-83.46
$3.46
GT-3
13.25
13.25
17.33
34.66
114.81
114.81
59.00
0.00
0.00
3.60
18.40
33.99
25
30
-0.82
-1.32
0.18
-33.99
-23.99
-50.98
-40.98
-2.20
0.55
-93.46
$3.46
Project: Beyda Residence
17.00
3.00
4.00
25.50
29.50
121.00
0.00
2.00
3.60
18.40
33.99
25
30
-1.20
•••
O•::. •
• •
•• •
-46k
-36.90
-2.20
0.55
-93.46
TOTAL UPLIFT REACTION - left End 0b): 1219 1135 4705 941
TOTAL UPLIFT REACTION - Right End (lb): 1219 1469 4705 1275
TOTAL GRAVITY REACTION - Leff End (lb): 1540 1691 6315 1403
TOTAL GRAVITY REACTION - Right End (lb): 1540 1911 6315 1623
Connection Capacity
NUVUE NVHTA-20H /with seat/
No. of NVHTA-20H straps=
TOTAL uplift capacity=
Left End Analysis:
Right End Analysis:
Final Connection:
1 1
3117 3117
OK OK
OK OK
[95] [9S]
0
0
STL CONN REQ'D
STL CONN REQ'D
SEE PLANS
1
3117
OK
OK
[9S]
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page ..4
U.S. Structures. In
CA 32156
1 WOOD JOISTS - simple span with uniform loadina
Reference - 2005 Edition ANSI/AF&PA NDS-2005 For Wood Construciton
.DATA
WJ-1
Span (feet)
6.00
Spacing (ft) (hbuta"dthl
2.00
Species
SYP
Grade
No. 2
Nominal Member Size (inches)
2 x 6
Actual Member Size finches)
1.50 x 5.50
Fb (psi) NOS table 4B
975
E (psi) NOS table4B
1600000
DESIGN WIND PRESSURE
Area crib (LA2)/3
12.00
Basic Pressure (qh) psf Isee sheet t)
33.99
Gcp zone 1
-0.99
Design Pressure (psf) where qh=(Gcp-ccpil
-39.76
Gcp zone 2/3
-1.76
Design Pressure (psf) where qh=(Gcp-Gcpi)
-65.93
zone width (a) (ft)
3.60
Actual DL resisting uplift (psf)
10.00
TOTAL Gross Wfnd food (pfQ
-131.87
GRAVITY LOADS
DEADLOADS
Self load (pit)
6.00
Roof DL (psf)
10.00
Roof SDL (psf)
15.00
LIVE LOADS
Roof LL (psf)
30.00
Subtotal Dead Load (pff/ (load x spacing)
M.00
Sub total live Load (plfJpoadxspacing)
60.00
TOTAL Grovffy food (plf)
116.00
BENDING - reference wind loads
Cc, (load duration factor) fRef FBC 2319.17.2.1.31
1.33
C, (repetative use factor) fRef NOS 4.3.9)
1.15
M„ = W . 12 / 8 (ft-Ibs)
341.40
S.required =(M`12)/(F'b)(Cd)Cr) On)
2.75
Check
NOT CRITICAL
FALSE
BENDING - reference oraylty loads
Ca (load duration factor) fRef NOS 4.3.2)
0.90
C, (repetative use factor) (Ref NOS 4.3.9)
1.15
M„ = w ` I2 / 8 (ft-Ibs)
522.00
S,required = (M*12)/(F'b)(Cd)(C1) (in 3)
6.21
Check
GOVERNS
OK
DEFLECTION - uslna LL only
Code Criteria - delta
360
I, required (In') =L/delta = (5"w'I')/(384EI)
5.47
Check
OK
REACTIONS
R gravity (Ibs)
348.00
R netuplift (Ibs) (1.0W-0.6DL)
-359.60
SHEAR - based on aroylty loads
F„ shear parallel to grain (Ref NDSTBL 411)
175
Cc, (load duration factor) (Ref NOS 4.3.21
0.90
F,; = F, x Cd fpsl)
157.50
f,;=3V/(2bd) (psi)(refNOS 3.4.2)
63.27
Check
OK
MEMBER USED:
2 x 6
S, provided (bt2/6) (in)
7.56
1, provided (in') (from NDS)
20.80
Project: Beydo Residence
• • •
•
••••••
•
••••
••••••
••••
• ••
•••••
••••••
•• •
• •
• •
• • •
•••••
•
• • •
•
••••••
••••••
•• •
••• •
••••••
•
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page .5
U.S. Structures, Inc.
CA 32156
PREFAB ROOF GIRDERS - Pre -manufactured Steel Tie Downs
In accordance with NDS-2005 (Revised Edition)
Plate width = 7.0 in
Bearing length 'Ib = 7.0 in
Cb = 1.10 per NDS Table 3.10.4
Compression perpendicular to grain = 565
Allowable compression perpendicular to grain = 621.5
Allowable bearing = plate width * ply width * compression capacity
1-ply girder: Allowable Bearing = 6525.75
2-ply girder: Allowable Bearing = 13051.5
3-ply girder: Allowable Bearing = 19577.25
HILTI KWIK Bolt 3 Expansion Anchor Capacity
Reference: 2006 HILTI North American Product Technical Guide
BOLT PROPERTIES
Anchor diameter size
3/4
in
Min. Embedment Length
4 1 /4
in
f'c
3000
psi
Shear Capacity
5340
lb
CONDITION 1 - note 13151 1-olv
Spacing between bolts in shear
6.00
in
Edge Distance for Shear - toward edge
6.00
in
Edge Distance for Shear- away from edge
5.00
in
Edge Distance for Shear- parallel to edge
6.00
in
LOAD DIRECTION: -
SHEAR -
Spacing Shear
0.93
Force perpendicular toward edge
0.62
Force parallel to edge
0.69
Force perpendicular away from edge
0.83
CONCLUSIONS
Condition 1 - note [24S]:
Number of bolts = 4
Total Shear Capacity of Bolts (Ibs) = 6959
CHECK WOOD GOVERNS
Therefore Total Capacity (Ibs) = 6526
Project: Beyda Residence
psi per NDS Table 4B
psi
Ibs
Ibs
Ibs
• •
•
•.•••.
00000
• • • • • •
•
••••••
••••••
•
••
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page .6
U.S. Structures, Inc.
CA 32156
1 CONCRETE BEAM DESIGN - simple scan with uniform loading
Reference - AC1318 and Design Handbook 3122018.578
MARK
F'. (psi)
beam width (b)
beam height (h)
effective "d"
span (feet)
DEFLECTION
Min. Thickness = 1/16 in
Min. Thickness
Deflection = 1/360 in
Simple Span Deflection (in)
1/360 > (5*w*1A4)/(384EI)
LOADING
L, - trib roof span (ft)
L2- trib roof span (ft)
DEAD LOADS
roof DL = 25*(Li+L2) (pIf)
self beam DL (pit)
LIVELOADS
Roof LL = 30*(Li+L2) (pIf)
w=1.2DL+1.6LL
BENDING
M = w *12/8 (k-ft)
K =M* 12000/b*d2
rho (from tables)
A',= rho*b*d (in2)
SHEAR
V @d=w *(span/2 - d/12)
stirrup spacing (in)
mV = (WV +us)
REINFORCEMENT
Top bars
Intermediate bars
Bottom Bars
Stirrups
B-2
3000
8
19
16.75
12.33
9.2475
OK
0.41
1.83E-02
OK
4.00
0
100.00
158.33
120.00
502.00
9.54
51
0.0020
0.27
2.4
8
31.7
OK
2#5
2#5
#3 @ 8" o.c.
3000
8
19
16.75
9.33
6.9975
OK
0.31
1.37E-02
OK
12.25
0
306.25
158.33
367.50
1145.50
12.46
67
0.0020
0.27
3.7
8
31.7
OK
2#5
2#5
#3 @ 8" o.c.
Project: Beyda Residence
boob•.
•
boob••
boob
boob
boob••
boob••
•
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page ..7.
U.S. Structures. Inc.
CA 32156
Tvoical Waft Design (Sinale Storvl
-11 Sl T.O.S. elev +8'-7"
In accordance with ACI 530
...- ZONE 4 "*••
Mdsonry block:
8 (in) CMU
fm (psi) =
1500 masonry strength
f, (psi) =
24,000 steel strength grade 60
n =
21.5 ratio EJEm
H (ft) =
8.75 wall height
Whit, (in) =
48.00 tributary width
A bar (in2) =
0.31 area of 1 #5 bar
n bar=
1 no. of bars in pier
d (in) =
3.81 distance from compression flange lot center of cell)
Weight of Rein. Wall (psf) =
61
Project: Beyda Residence
Modulus of Elasticity
E, = 29,000 ksi
Er, = 1350 (900 x F'm) ksi
Pier Dimensions
t = 7.625 depth (in)
b = 48.00 width (in)
tleq.wfidthickn l= 4.60 (in)
As b * t(eq. id In<-) 220.80 Area (in2)
Moment of Inertia '1' = 443.32 (in4)
Radius of Gyration Y = 1.42
Lateral Wind Pressure (from page 1)
Ahib =
35.00
(wall ht * trib width)
GCP =
-1.00
from fiqure 30.4-1 at zone 4 _
GCp1=
0.18
qh (psf) =
33.99
from page 1
p (psf) =
40.10
from p = gh(GCP GCP)
Maximum Moment at Mid -span of Pier
• • •
M = (P * (Whibl * H21/8 =
1535.23 ft-lb
• • •
rho = (n bar)*(A bar)/b*d =
•
0.0017 ratio of area of steel to uncracked section • • • • • •
k = [2*n*rho + (rho*n)21 i f2 _ rho*n =
- 0.236
• • • • • •
k * d =
0.899
in location of neutral axis from outside face of block
• • • • • •
j =1 - k/3 =
0.921
in check position of N A - should be within face of shell, 1.25"
• • ; •
j * d =
3.513
in lengh of lever arm between centers of C and T
• •
fb = [M/(b*d2)] * [(2/j*k)] =
243.04 psi Compressive masonry strength
fs = M/[(n bar)*(A bar)*j*d]
16917.62 psi Tensile stress in steel
Axial Load 'P' Analysis:
Tributary Roof Span 'L' =
13.13
ft
Roof Load =
55.00
psf
Roof TB/Beam width =
0.67
ft
Roof TB/Beam height =
1.00
ft
Roof TB/Beam DL =
) 00.00
plf
Wall Height for Analysis =
3.88
ft
Therefore, P =
4233
Ibs axial loads on pier (due to roof, beam, half wall, etc.)
fa = P/Ae =
19.2
psi stress due to axial loads
h/r = [H*12] / r =
74.1
< 99 ITherefore use ACI equation 2-12
JEq.2-12: 1
Fa 0.25*f',,,*[1-(h/(140*r) )] 269.9 psi allowable axial stress in masonry
Eq. 2-13:
Fa 0.25*f'm*(70*r/h) = 334.6 psi allowable axial stress in masonry
Check allowable stresses in masonry pier, steel and combined stresses:
f, (psi) = 16918 < F, = 24,000 psi ROK
fa + fb = 262.2 < Fb= (1 /3 * fm) = 500.0 psi
fa = 19.2 < Fa = 269.9 psi
(fa/Fa)+(fb/Fb) = 0.56 < 1.00
Use ff at 48" a.c
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page ..8
U.S. Structures, Inc.
CA 32156
Typical Wall Deslan fSinale Story]
- I1S1 T.O.B. eley +8'-7"
In accordance with ACI 530
••"• ZONE 5 .••'•
MCsonry block:
8 (in) CMU
fm (psi) =
1500 masonry strength
f, (psi) =
24,000 steel strength grade 60
n =
21.5 ratio E,/Em
H (ft) =
8.75
wall height
Wtrlb (in) =
48.00
tributary width
A bar (in') =
0.31
area of 1 #5 bar
n bar=
1
no. of bars in pier
d (in) =
3.81
distance from compression flange (at center of cell)
Weight of Rein. Wall (psf) =
61
Lateral Wind Pressure (from page 1)
Project: Beyda Residence
Modulus of Elasticity
E, = 29,000 ksi
En, = 1350 (900 x F'm)ksi
Pier Dimensions
t =
7.625
depth (in)
b =
48.00
width (in)
tlaa. solid thickness)=
4.60
(in)
A,= b * tloq,old arae.l
220.80
Area (in2)
Moment of Inertia 'I' :
443.32
(ins)
Radius of Gyration'r =
1.42
At,lb =
35.00
(wall ht * trib width)
GCP =
-1.23
from fiqure 30.4-1 at zone 5
GCP; =
0.18
qh (psf) =
33.99
from page
I
p (psf) =
47.92
from p = gh(GCP
GCP;)
Maximum Moment at Mid -span of
Pier
• • • •
M = [P * (Wtfab) * H2]/8 =
1834.47 ft-lb
• • •
rho = (n bar)*(A bar)/b*d =
- 0.0017 ratio of area of steel to uncracked section
•
• • • • • •
k = [2*n*rho + (rho*n)211 n _ rho*n =
0.236
• • • • • •
k * d =
0.899
in
location of neutral axis from outside face of block
• •
j =1 - k/3 =
0.921
in
check position of N A - should be within face of shell, 1.25"
• • •;
j * d =
3.513
in
lengh of lever arm between centers of C and T
• •
fb = [M/(b*d')] * [(2/1*k)] =
290.42 psi Compressive masonry strength
f, = M/[(n bar) -(A bar)*j*d]
20215.13 psi Tensile stress in steel
Axial Load'P' Analysis:
Tributary Roof Span 'L' =
13.13
ft
Roof Load =
55.00
psf
Roof TB/Beam width =
0.67
ft
Roof TB/Beam height =
1.00
ft
Roof TB/Beam DL =
100.00
plf
Wall Height for Analysis =
3.88
ft
Therefore, P =
4233
Ibs
axial loads on pier (due to roof, beam, half wall, etc.)
to = P/Ae =
19.2
psi
stress due to axial loads
h/r = [H*12] / r =
74.1
< 99
ITherefore use ACI equation 2-12
Eq. 2-12:
Fa 0.25*f'm*[l-(h/(140*r) )] =
269.9
psi
allowable axial stress in masonry
Eq. 2-13:
Fa 0.25*fm*(70*r/h) =
334.6
psi
allowable axial stress in masonry
Check allowable stresses in masonry pier,
steel and combined stresses:
f, (psi) =
20215
<
F, = 24,000 psi
fa + fb =
309.6
<
Fb= (1 /3 * fm) = 500.0 psi
VOK]
to =
19.2
<
Fa = 269.9 psi
(fa/Fa)+(fb/Fb) =
0.65
<
1.00
#5of48"0.c.
•
•
•
•
•••
•
• •
• •
•
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page .9
U.S. Structures, Inc.
CA 32156
1 CONCRETE SLAB DESIGN - Slmple Span
Reference - ACI 318 and Design Handbook
MARK
2S
Span (ft)
11
Min 'h' (L/20 per ACI 9.5) (in)
6.6
Depth used (in)
7
effective "d"
4
F'c (psi)
3000
DISTRIBUTED LOAD
Slab DL = 150*t (psf)
87.50
Floor SDL (psf)
25
total DL (plf)
112.50
Slab LL (plf)
40
w=1.2DL+1.6LL(plf)
199.00
BENDING
MU = w *I2/8 (k-ft)
3.009875
K=Mu*12000/w*d'
188.12
rho (from tables)
0.0037
A',=rho*w*d (in2)
0.18
SLAB REINFORCEMENT
Transverse bars (top layer)
Longitudinal bars (lowest layer)
3 CONCRETE SLAB DESIGN - Two-way analysis
Reference - ACI 318 and Design Handbook
MARK
2S
Span (ft)
11.00
Min 'h' (L/30 per ACI 9.5) (in)
4.40
Depth used (in)
7
effective "d"
4
F'. (psi)
3000
DISTRIBUTED LOAD
Slab DL = 150*t (psf)
87.50
Floor SDL (psf)
25
total DL (pit)
112.50
Slab LL (plf)
60
w =1.2DL+1.6LL (plf)
231.00
BENDING
M = w *I2/8 (k-ft)
3.49
K,= M *12000/w*d2
218.37
rho (from tables)
0.0043
A',=rho*w*d (in2)
0.20
SLAB REINFORCEMENT
84 ®t2'o.c•
Transverse bars (top layer)
Longitudinal bars (lowest layer)
Project: Beyda Residence
• • •
•
• •
•
•
•
••••
•
••
•••••
••••••
••
•
•••••
• • • •
• •
•
• • • • • •
•
••••••
•
•
• •
•
•
••••••
••••••
Go 0
•
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page ..10
U.S. Structures, Inc.
CA 32156
Concrete Beam Design (ref ACI 318 and Design Handbook)
rnnr_rata rradP Rpams - SIMPLE SPAN WITH UNIFORM LC
MARK
GB-1
F'c (psi)
3000
beam width (b)
14
beam height (h)
18
effective "d"
15.5
span (feet)
12
DEFLECTION
Min. Thickness = 1/16 in
9
Min. Thickness
OK
Deflection = 1/360 in
0.40
Simple Span Deflection (in)
6.44E-02
1/360 > (5*w*I^4)/(384E1)
OK
TRIBUTARY SPANS
1-1-trib roof span (ft)
9.5
1-2-trib ground floor span (ft)
5.375
h1-1 st floor wall ht (ft)
9
h2-Crawl space wall ht (ft)
0
LOADING
DEAD LOADS
roof DL=25*L1
237.5
Roof Tie beam
96
1 st Floor CMU wall (65 psf)
585
floor DL=thickness*L2 (CONC SLAB)
470.3125
floor SDL=25*L2
134.375
Crawl Space CMU wall (92 psf)
0
self beam DL
252
LIVE LOADS
Roof LL=30*L1
285
Floor LL=40*L2 (60 psf @ terrace)
215
Wu=1.2DL+1.6LL
2930.23
BENDING
M=wl^2/8 (k-ft)
52.74
Ku=M*12000/b*d^2
188
rho (from tables)
0.0037
A's=rho*b*d
0.79
SHEAR
Vu@d=wu*(span/2 - d/12)
13.8
stirrup spacing (in)
6
phiVn=phi(Vc+Vn)
43.4
ok
REINFORCEMENT
Top bars
3#5
Intermediate bars
-
Bottom Bars
3#5
Strirrups
#3 @ 6" o.c.
Project: Beyda Residence
3000
3000
3000
3000
14
14
14
14
18
18
18
18
15.5
15.5
15.5
15.5
6.5
6.5
13.66
14.5
4.875
4.875
10.245
OK
OK
OK
0.22
0.22
0.46
1.73E-03
2.77E-03
8.00E-02
OK
OK
OK
0
3.5
0
6.5
2
9.38
0
9
0
0
0
0
0
0
0
0
162.5
0
252
0
260
913.40
4.82
17
0.0020
0.43
1.8
6
43.4
ok
3#5
3#5
#3 (a 6" o.c.
87.5
0
585
0
50
0
252
105
80
1465.40
7.74
28
0.0020
0.43
2.9
6
43.4
ok
3#5
3#5
#3 @ 6" o.c.
0
0
0
'820.3125
234.375
0
252
0
375
2168.03
50.57
180
0.0035
0.76
12.0
6
43.4
ok
3#5
3#5
#3 @ 6" o.c.
10.875
OK
0.48
4.66E-02
OK
0
7.375
• •Q
• • • •
•
• ••.• •.
•
••.0 ..
. •••b .. .
• ••0 •• •
• •
• 184375 :•••:•
• •
252 • •
0
295
995.65
26.17
93
0.0033
0.72
5.9
6
43.4
ok
3#5
3#5
#3 Ca. 6" o.c.
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page ..11
U.S. Structures, Inc.
CA 32156
Concrete Beam Design (ref ACI 318 and Design Handbook)
Concrete Grade Beams - SIMPLE SPAN WITH UNIFORM LOADII
MARK
GB-3
GB-4
F'c (psi)
3000
3000
beam width (b)
14
14
beam height (h)
18
18
effective "d"
15.5
15.5
span (feet)
9.75
9.5
DEFLECTION
Min. Thickness = 1/16 in
7.3125
7.125
Min. Thickness
OK
OK
Deflection = 1/360 in
0.33
0.32
Simple Span Deflection (in)
1.01 E-02
9.22E-03
1/360 > (5*w*I^4)/(384EI)
OK
OK
TRIBUTARY SPANS
L1-trib roof span (ft)
0
0
1-2-trib ground floor span (ft)
6
3
h1-1 st floor wall ht (ft)
0
4
112-Crawl space wall ht (ft)
0
0
LOADING
DEAD LOADS
roof DL=25*L1
0
0
Roof Tie beam
0
64
1 st Floor CMU wall (65 psf)
0
260
floor DL=thickness*LZ (CONC SLAB)
0
0
floor SDL=25*L2
150
75 -
Crawl Space CMU wall (92 psf)
0
0
self beam DL
252
252
LIVE LOADS
Roof LL=30*L1
0
0
Floor LL=40*L2 (60 psf @ terrace)
360
180
Wu=1.2DL+1.6LL 1 1058.40 1 1 1069.20
BENDING
M=wl12/8 (k-ft)
12.58
12.06
Ku=M*12000/b*dA2
45
43
rho (from tables)
0.0020
0.0020
A's=rho*b*d
0.43
0.43
SHEAR
Vu@d=wu*(span/2 - d/12)
3.8
3.7
stirrup spacing (in)
6
6
phiVn=phi(Vc+Vn)
43.4
43.4
ok
ok
REINFORCEMENT
Top bars
3#5
3#5
Intermediate bars
-
-
Bottom Bars
3#5
3#5
Strirrups
#3 @ 6" O.C.
#3 @ 6" o.c.
GB-6
3000
14
14
11.5
9.75
7.3125
OK
0.33
2.02E-02
OK
0
6
0
0
0
0
0
0
150
0
196
0
360
991.20
11.78
76
0,0020
0.32
3.9
4
41.7
ok
3#5
3#5
#3 @ 4" o.c.
Project: Beyda Residence
•
•• ••
••
•
••••••
•
. •
•
•
..•••.
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page ..12
U.S. Structures, Inc.
CA 32156
LOAD ON HELICAL PILE (TONS)
MARK
HP-1
Load from Grade Beam Ibs
GB-2
9415
Load from Grade Beam Ibs
GB-3
7609
Load from roof Beam Ibs
B-2
3272
Load from Column Ibs
C1
1368
TOTAL LOAD ON PILE (tons)
10.83
rue cnecK (iz ton capacity)
UK
HP-2
713-1 --GB-4
8769
GB-2
10577
B-2
1076
TC1
432
10.43
OK
HP-3
GB-1
15174
0
0
0
7.59
y
Project: Beyda Residence
• •
•
•
••••••
•
••
••••••
•
000000
0000
• •
• •
•
••••
•
•••••
• •
• • • • • •
• •••
•
• • • • •
• •
•
• •
•• ••
30
•
••f•••
•
••••••
•
•
• • •
•
• •
•
•
••••••
••••••
00
Tele 305.665.4555 Jose A. Toledo, P.E. November 2017
Fax 305.665.5522 FL License #54891 Page .13
all JOHN MARRA & ASSOCIATES, INC.
Professional Land Surveyors & Mappers
WWW IRARRAI ANDSURVFYORS C:OM
177 N.01 72wl AVFNI)E 2604 DFI PRADO RI. VD SOUTH
SOITF 3025 SUITF- NO 202 UNIT 1
j tl
MIAMI. FLORIDA 33126 CAPE CIORAI_, Ft 33904
PF1 (305) 262 0400 PH (239) 540-2660
MAP OF BOUNDARY SURVEY
1181 NE 92ND STREET MIAMI SHORES, FLORIDA 33138
(REV.O 8/25/2017)
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N89 °2245
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ELEV
=7.62'
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101, 0.30' CL. _ 3N
L05E A/C ,X�'
t,)O TILE h PAD
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21 . 14' N a — 0.20' LNCP.
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0 13. 1 5' 10. 18, O L�
20.39'
ONE STORY
KE5. # 1 181
LOT - 22
BLOCK-2
F.F.E.= 7.08' m
GARAGE F.E.=5.G4'
1 1 .58' 14.1 1'
M X °PORCH
14.52' 14AG'
B.W.
X'
XI 0.07'
<D�1
�
tILE
0,5�X X6��-
ASPHALT>(b m
M N
DRIVEWAY
Q
0
355.3 P p0 5
P.C. (0'— A :AL
F.I.R. 112" R. 5/3' w1 ; N8902245"W 75.00' F.I.R. 5/3"
NO CAP NO CAP W. V. NO CAP
SETT.BM O
o / ASPHALT NA B D/SK ASPHALT o
o RETURN 1 5.5' PWY - RETURN
0 O
-T:B.M. —
NE 92nd STREET �^
Xg�O . B.O.B. N89°22'45"W XSa� r X���
F.N.D. 50' TOTAL RIGHT-OF-WAY
19' ASPHALT NO ID.
PVMT. Xy� X5ti X�O X
ADDITIONAL NOTES:
1. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929, MIAMI GRAPHIC SCALE
DADE COUNTY BENCH MARK # B-62 ; LOCATOR NO. 3250 S; ELEVATION IS 8.67 FEET OF N.G.V.D. OF 1929.
-20 0 10 20
(IN FEET)
11NCH = 20 FEET
LEGAL DESCRIPTION:
ONN 18AR,P LOT 22, BLOCK 2, OF BAY LURE SUBDIVISION, ACCORDING TO THE PLAT
9 THEREOF, AS RECORDED IN PLAT BOOK 44, PAGE 63, OF THE PUBLIC RECORDS
OF MIAMI-DADE COUNTY, FLORIDA.
N10. 1120.1 O
51AR or ?: CERTIFICATION:
ANDREW L. BEYDA
�qC LANO
LB# 7806
DRAWN BY: I E.A.
FIELD DATE: 18/24/2017
SURVEY NO: 117-002556-2
SHEET: 1 2 OF 2
JOHN IBARRA & ASSOCIATES, INC.
Professional Land Surveyors dig Mappers
WVVW I b A HPAL AN 0'; tl[2VF r O R%)NI
NI1 AV[-Ntrf at','.l 1MI/11V11 IlAlt N1'1',1.
, `,AU _'"hip
i24`.I ill.
0
•.•••• .••• • •
.•.••• •••• ...•.•
•
..... •.•� :LOC; #1014 SKETCH
••••• • • •06ti %N.T.S.
,r••a�
SEC
=A CONDITIO�ER�4D• •
A .
=ANCHOR EASEMENT
A .
=ALUMINUM ROOF
A .
=ALUMINUM SHED
ASPH.
=ASPHALT
B.C.
=BLOCKCORNER
BLDG.
= BUILDING
B.M.
= BENCH MARK
B.C.R.
= BROWARD COUNTY RECORDS
B.O.B.
=BASIS OF BEARING
B.S.L.
=BUILDING SETBACK LINE
(C)
=CALCULATED
C.B.
=CATCHBASIN
C.B.S.
= CONCRETE BLOCK STRUCTURE
C.B.W
= CONCRETE BLOCK WALL
CH.
= CHORD
CH.B.
=CHORD BEARING
CH.L.
=CHORD LENGTH
CL.
= CLEAR
C.O.
=CLEAN OUT
C.L.F.
=CHAIN LINK FENCE
C.M.E
= CANAL MAINTENANCE EASEMENT
CONIC,
=CONCRETE
C.U.P.
= CONCRETE UTILITY POLE
C.P.
= CONCRETE PORCH
C.S.
=CONCRETE SLAB
C.W
=CONCRETE WALK
D.E.
= DRAINAGE EASEMENT
D.M.E.
= DRAINAGE MAINTENANCE EASEMENT
DRIVE
= DRIVEWAY
°
=DEGREES
EB
= ELECTRIC BOX
PA
VIEW OF SUBJECT PROPERTY
1181 NE 92ND STREET MIAMI SHORES, FLORIDA 33138
ABBREVIATIONS
E.T.P.
=ELECTRIC TRANSFORMER PAD
O.R.B.
= OFFICIAL RECORDS BOOK
T =TANGENT
ELEV.
=ELEVATION
O.V.H.
-OVERHANG
TB -TELEPHONE BOOTH
tNCR
=tNCROACHMENI
PVMT
=PAVEMENT
TB.M.= TEMPORARY BENCHMARK
F.H.
=FIRE HYDRANT
PL
-PLANTER
TU.E.= TECHNOLOGY UTILITY EASEMENT
F.I.P.
= FOUND IRON PIPE
P.L.
= PROPERTY LINE
TS8 = TRAFFIC SIGNAL BOX
F.I.R.
= FOUND IRON ROD
P.C.C.
= POINT OF COMPOUND CURVATURE
T S.P. = TRAFFIC SIGNAL POLE
F.F.E.
= FINISHED FLOOR ELEVATION
P.C.
= POINT OF CURVATURE
TWP =TOWNSHIP
FEND.
=FOUND NAIL B DISK
P.O.T
= POINT OF TANGENCY
UTIL. =UTILITY
FT
=FEET
P.O.C.
= POINT OF COMMENCEMENT
U.E. = UTILITY EASEMENT
FNIP.
= FEDERAL NATIONAL INSURANCE PROGRAM
P.O.B.
= POINT OF BEGINNING
U.P. =UTILITY POLE
F.N.
=FOUND NAIL
P.R.C.
= POINT OF REVERSE CURVATURE
W.M. =WATER METER
H.
= HIGH OR (HEIGHT)
PWY
= PARKWAY
W.F. = WOOD FENCE
IN.BEG.
= INGRESS AND EGRESS EASEMENT
P.R.M.
= PERMANENT REFERENCE MONUMENT
W R = WOOD PORCH
LC.V
=1RRIGA DON CONTROL VALVE
P.L.S.
= PROFESSIONAL LAND SURVEYOR
W.R. = WOOD ROOF
I.F.
=IRON FENCE
P.P.
=POWER POLE
WV =WATER VALVE
L.B.
= LICENSED BUSINESS
P.P.S.
=POOL PUMP SLAB
id=MONUMENT LINE
LP
=LIGHT POLE
P.U.E.
= PUBLIC UTILITY EASEMENT
= CENTER LINE
L.F.E.
= LOWEST FLOOR ELEVATION
(R)
= RECORD DISTANCE
,� = DELTA
L.M.E.
= LAKE MAINTENANCE EASEMENT
R.R.
= RAIL ROAD
'
= MINUTES
RES.
= RESIDENCE
(M)
MEASURED DISTANCE
R/W
=RIGHT-OF-WAY
LEGEND
M.B.
= MAIL BOX
RAD.
= RADIUS OR RADIAL
M.D.C.R.= MIAMI DADE COUNTY RECORDS
RGE.
-RANGE
= OVERHEAD UTILITY LINES
M.E.
= MAINTENANCE EASEMENT
R.O.E.
= ROOF OVERHANG EASEMENT
-- - = CONCRETE BLOCK WALL
M.H.
= MANHOLE
SEC.
= SECTION
�- *- -" -- = CHAIN LINK FENCE
N.A.P.
=NOTA PART OF
STY
=STORY
-� - IRON FENCE
NGVD
= NATIONAL GEODETIC VERTICAL DATUM
SWK.
= SIDEWALK
WOODFENCE
N. T S.
= NOT TO SCALE
S. I.P
= SET IRON PIPE—
-- — = BUILDING SETBACK LINE
# OR NO. • NUMBER
S
= SOUTH
= UTILITY EASEMENT
O/S
= OFFSET
S.P.
= SCREENED PORCH
- - - - = LIMITED ACCESS RAN
O.H.
= OVERHEAD
S. V.
= SEWER VALVE
= NON -VEHICULAR ACCESS RAN
O.H.L.
= OVERHEAD UTILITY LINES
=SECONDS
, 0.00 = EXISTING ELEVATIONS
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY:
. THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY
. THE PURPOSE OF THIS SURVEY IS 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 IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD.
• LEGAL DESCRIPTIONS PROVIDED BY CLIENT 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 MAYBE EXAGGERATED FOR CLARITY
PURPOSES.
• EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS DEPICTED OTHERWISE.
• THE TERM 'ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS.
• ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS, SETBACKS AND WILL BE RESPONSIBLE FOR SUBMITTING PLOT
PLANS WITH CORRECT INFORMATION FOR "APPROVAL FOR AUTHORIZATION" TO THE PROPER AUTHORITIES IN NEW
CONSTRUCTION.
• UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS.
• FENCE OWNERSHIP NOT DETERMINED.
• THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE DOES
NOT EXTEND TO ANY UNNAMED PARTY,
FLOOD ZONE INFORMATION:
SURVEYOR'S CERTIFICATION:
1 HEREBY CERTIFY. THIS "BOUNDARY SURVEY"OF THE PROPERTY DESCRIBED HEREON, HAS
RECENTLY BEEN SURVEYED AND DRAWN UNDER MY SUPERVISION, AND COMPLIES WITH THE
STANDARDS OF PRACTICE ASSET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND
SURVEYORS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027,
FLORIDA STATUTES.
i ( I
i
BY. ' 08/24/17
J HN IBAR A (DATE OF FIELD WORK)
PROFESSIONAL LAND SURVEYOR NO.: 5204 STATE OF FLORIDA
(NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER).
REVISED ON:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING REVISED ON:
MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE
LOCATED IN ZONE AE (WITH A BASE FLOOD ELEVATION OF 8.00FT).
THIS PROPERTY WAS FOUND IN CITY OF MIAMI SHORES, COMMUNITY
NUMBER 120652, DATED09/11/09.
DRAWN BY: I E.A.
FIELD DATE: 1 8/24/2017
SURVEY NO: 1 17-002556-2
SURVEYOR'S NOTES:
1. IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED 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 IS ABOVE 1:7500 FT
3. CERTIFICATE OF AUTHORIZATION LB # 7806.
,O\.\P1 1 B A /=,Q
NO 5204 O
n ,IAIL Of
2VgL LAtkoc3
SHEET: 1 OF 2
LB# 7806