EL-14-2266 (2)BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 2013
Master Permit Noll` � �+ -2Z d
Sub Permit No. I y _Z2�
❑BUILDING
%ELECTRIC
❑ ROOFING
VISION
❑PLUMBING
❑ MECHANICAL
[:]PUBLICWORKS
[:]CHANGE
JOB ADDRESS:
� 10C) s
❑ EXTENSION ❑ RENEWAL
3
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):
'7
City: --; 4A4= & /j state: EC Zip: 13 \'3
Tenant/Lessee Npme: Phone#:
Email:
CONTRACTOR: Company Name: �l ..,a/l .� �d� G i�'��C _ Phone#: - e� ' =-� "®G
Address:
City: State: Zip:
Qualifier Name: �✓�V/� �'�►� Phone#:
:cr 5
State Certification or Registration #: i�Ii ® Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ T? ..---- Square/linear Footage of Work:
Type of Work: ❑ Addition Alteration ❑ New LlRepair/Replace
Description of Work: d ) d V J C
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $ _
Technology Fee $_
Structural Reviews
(Revised02/24/2014)
Permit Fee $
Radon Fee $
Training/Education Fee $
❑ Demolition
d
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zip
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the obsernce a such posted notice, the
inspection will not be approved nd a reinspection fee will be charged.
Signature Signature
OWNER or AGENT C( fNTRAtTOR
The foregoing instrument was acknowledged before me this
9 day of _(°�N\� A ��� , 20 15 , by
1121 rte. _PT , who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY
Print:
Seal:
Notary Public State of Florida
Sindis AA
My commission FF 156750
Expires 09/03/2018
The foregoing instrument wad a sa - ledged before me this
day 20 r , by
A✓� "���� 1who is personally known to
me or who has produced �Z �%f�i✓-z� m-CeensP as
identification and who did take an oath.
NOTARY P BLIC:
s► � : a
Print: �i
Seal: LIANA MARTINEZ
W COMMISSION A EE 224401
EXPIRES: September 8, 2016
A0.0mv: Boded riW BvI88tNo" Ser"
APPROVED BY Plans Examiner
Structural Review
(Revised02/24/2014)
Zoning
Clerk
BUILDING
PERMIT APPLICATION
k11LDING F-1 ELECTRIC
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
C 7 -
Fes' 17 2015
FBC 20 1®
Master Permit No. -I — �o
0 ROOFING dVVISION
Sub Permit No.
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
JOB ADDRESS: I
U 0
❑ EXTENSION ❑RENEWAL
CANCELLATION ❑ SHOP
DRAWINGS
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: q i Flood Zone: BFE: FFEE:
OWNER: Name (Fee Simple Titleholder): / 774,/q/ / rq� � Phone#: -505--If
Address: 11 76 �✓�� (3 o S r_
City: _ 41-: M ✓/^ s S State:
Tenant/Lessee Name:
Email:
L
-) �-�''2
CONTRACTO
R
: Company Name: 7RA V �'` L� (,\t,3 \- vs Phone#: --�C)G 2FI3 sm
Address: �7(Q �S Sw 6 � S�
City: State: Zip:
,_S,ualif+er-Nai . �( � ®�� Phone#:
a ifica 1c -or Registration #: cric, Q 5 ?-1 (2 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration �❑ New Repair/Replace ❑ Demolition
Description of Work: F/ -q J / (�' Cl o'-" T2 2°l-vr^ S
Specify color of color thru tile:
Submittal Fee $_
Scanning Fee $ _
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Permit Fee $ CCF $_
Radon Fee $ DBPR $
Training/Education Fee $
CO/CC $
Notary
Double Fee $,
Bond $
TOTAL FEE NOW DUE $ _
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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approv and a reinspection fee wife charged.
or AGENT
The foregoing instrument was acknowledged before me this
day of / .20/6 by
who i ersonally known o
me or who has produced as
UJI
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of , 20 , by
eo-f Cd ( oa who i personally know to
me or who has produced as
identification and who did take an oath. identification -and who did take an oath.
NOTARY PUBLIC: ' 6TARY PUBLIC:
Si 0
Print: Print:
® NATALIA LARA
+ N°eery Public Stafe Seal: °
Seal: ®e Joanna M Feliciano Fi°rlda �'; MY COMMISSION # EE124530
� M@ 91/,2/2918 082753 EXPIRES September 30, 2015
s
dam
3E1&0in F;aidallot Vvicexom
+k�kakak�k�IeNi�kakak�k*ffi�k�k�k�k�k+R+k�k�k�k�k&&�k�k�N�k ***�Ieffi+R�k�k4�k�k*�k�k*�kw�k*N��k�k�k�k�k�k�k�k�k�k�kF�k�k�k*�k�k*�Ie**�kIIe*&�k4#�k�k*�k�k�k&w�kMe�kak�k*+k�k�k#�k�k�k
7/t J
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
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The MSTAM and MSTCM Strap Ties are designed to
connect a wood structure above to a masonry wall below.
Materials: See chart
Finish: G90 galvanizing
Options: MSTAM24 and MSTAM36 are available
in Triple Zinc. To order, add TZ to stock
number, as in MSTAM24-TZ
Installation:
- Use all specified fasteners. See Product Notes, page 11.
121/2
minimuw
Typical MSTCU40
installation
L
--i--. .
3"
MSTCU40
1) Alit ve* Wds have been tnaamed 60% for wind or sd wdc W ft no fudtrer bxxease AM be permmed.
2) AOowaWe Wds are derived from tests pmfomrad mm NO= C90 rxmtxme WOUL
3) Minimum na0 arnbedmem shd be 1-112"for 10d rob mid 1-f8'for 16d naps.
4) Use 17W Bui w Or 2-114' Top= fasteners; or ettuat i iMed in accordance iAM mmadacftnes spm3ficd=
5) NAIL8:10d rmis are 0.148'di. x SIM, 16d naffs are 0.162 -dia. x 3-lT 1cM
Now productsorupdated productMbnm5on are designated in red fonL
Clear Span Chau
Fastems Age=WLoads(L1Mf
t)im stobapaj
Ferrer"Schafaie ABowetiteLcads,p.ba)+z
1F•t.ISP S-"
ClBU° tie° Naffs%s UPW
1W% 180%a
18 _5
MSTAM36
USP
19"r 6 10d 1305 1305
�8
_ 1a 5
MSTCM40 16 12
_ 18 12
1t4 T s
114'T_<
r i I•U4'T
3
1/4-raptl�t , 7• 1 1155
f._1f4 T 8d • 1 • 3125
14+ ON •
fdSTCA960 r 16 14_
FUT 14
OF -Clap S* -F
LIOW/0
code
Stm*No.
Ref. No.
GMW1IV
L
T
1611%
R�.
MSTAM24
MSTAM24
18
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y 1 1/4
24
5 114"Tamen 5 ' 114"T 9 10d1545 1455
MSTAM
MSfAM36'
�
8 k1 TTa-n 8 1/4"T_an 13 y' 10d 1945 -�i945 g
MSTCM40
MSfCM40
16
1 3
40.1/4
14 1WTaptxxt 14 11/4-TWOM, 24 {�10d 3665 3665 130
20� 16d
MSTCV60
MUM
16
} 3
60
24 d
4 � 114"TVMc 14 � 1/4"Tapoon 10 585 - 3 p
L—
I
� led
1) Alit ve* Wds have been tnaamed 60% for wind or sd wdc W ft no fudtrer bxxease AM be permmed.
2) AOowaWe Wds are derived from tests pmfomrad mm NO= C90 rxmtxme WOUL
3) Minimum na0 arnbedmem shd be 1-112"for 10d rob mid 1-f8'for 16d naps.
4) Use 17W Bui w Or 2-114' Top= fasteners; or ettuat i iMed in accordance iAM mmadacftnes spm3ficd=
5) NAIL8:10d rmis are 0.148'di. x SIM, 16d naffs are 0.162 -dia. x 3-lT 1cM
Now productsorupdated productMbnm5on are designated in red fonL
Clear Span Chau
i) Use rIW Boftiex 1W" x 2-lwTaon %pv%qjrw, hxVin •ec qV= +a • •
mamdacbuw%sp�tacetitm. • • • • • •
2) MWn= rmi w&edmmdshd ire 1-11'2•f 10d mid 1-W:r 16d•a0s. • • i So
3) AOowable ltd are derived frau to i • i i
4) NAIL8: lad nds are 0.148"dhL x 3"MM,46d nak are 0.1 4Ga x 3 arA• • •
New mu&mis or ued&d wo&d irdarndw are desfarated in red ford.
• • • i 1 -101 -3@8 -MW + wvnr,JJ SPconnectors.corn
• • • • • • • • • •
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L
T
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MSTAM36
USP2241-131
Fastems Age=WLoads(L1Mf
cmul comaete Fite upoft
USP OW
1F•t.ISP S-"
Stock No.
1W% 180%a
18 _5
MSTAM36
jTTg=n 5
i
19"r 6 10d 1305 1305
�8
_ 1a 5
MSTCM40 16 12
_ 18 12
1t4 T s
114'T_<
r i I•U4'T
3
1/4-raptl�t , 7• 1 1155
f._1f4 T 8d • 1 • 3125
14+ ON •
fdSTCA960 r 16 14_
FUT 14
1W 12
114"7 12
1 1 1 1 368D
1/4"T `'
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mamdacbuw%sp�tacetitm. • • • • • •
2) MWn= rmi w&edmmdshd ire 1-11'2•f 10d mid 1-W:r 16d•a0s. • • i So
3) AOowable ltd are derived frau to i • i i
4) NAIL8: lad nds are 0.148"dhL x 3"MM,46d nak are 0.1 4Ga x 3 arA• • •
New mu&mis or ued&d wo&d irdarndw are desfarated in red ford.
• • • i 1 -101 -3@8 -MW + wvnr,JJ SPconnectors.corn
• • • • • • • • • •
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MSTAM36
USP2241-131
i
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ecaNind Std v2.2.2a3 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com
Date : 2/14/2015
•••
Project No.
• •
•
Company Name : RV Engineers
Designed By R Vivas
Address : 10435 SW 92nd St
Description Rafter Retrofit
City Miami
Customer Name Atash Residence
•
State Florida
• •
Proj Location Miami Shores
•
File Location: G:\Projects\1195
NE 100th St\RAFTER
WIND PRESSORES.wnd
Directional. Procedure Simplified Diaphragm
Building (Ch 27 Part 2)
•••
••
Basic Wind Speed(V) =
180.00 mph
••
• •••
Structural Category =
II
Exposure Category =
C
Natural Frequency =
N/A
Flexible Structure =
No
Importance Factor =
1.00
Kd Directional Factor =
0.85
•
Alpha =
9.50
Zg =
900.00
ft
At =
0.11
Bt -
1.00
• •
Am =
0.15
Bm =
0.65
Cc =
0.20
1 =
500.00
ft
Epsilon =
0.20
Zmin =
15.00
ft
Slope of Roof -
3 : 12
Slope of Roof(Theta) =
14.04
Deg
Ht: Mean Roof Ht =
13.86 ft
Type of Roof =
HIPPED
RHt: Ridge Ht =
18.11 ft
Eht: Eave Height -
9.61
ft
OH: Roof Overhang at Eave=
1.50 ft
Overhead Type =
OR w/ Sofit
Bldg Length Along Ridge =
52.00 ft
Bldg Width Across Ridge=
65.00
ft
Length of Hipped Ridge =
10.00 ft
Roof Slope on Hip End =
20.70 Deg
Gust Factor Calculations
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht = 15.00 ft
lzm: Cc*(33/Zm)^0.167 = 0.23
Lzm: 1*(Zm/33)^Epsilon = 427.06 ft
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Topographic Adjustment
0.33*z = 4.57
Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00
Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 180.00 mph
IWEIRS Diaphragm Building Wind Pressures per Ch 27 Pt 2
All pressures shown are based upon ASD Design, with a Load Factor of .6
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Sce rig 27.6-2 for
Para _$ 1c$3no
10104 prowlito
Sep Table 27.6-1
m
4' in
Raot Pressures
�eeTabk-27,4-2
Mean ru'Of ht.
Hipped Roof
WIq
0:0
0,0
••
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MMM Pressures for Wind
Mompal to 52 ft wall (Normal to Ridge)
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M
WALL
PRESSURES PER TABLE 27.6-1
Load Case2
L/B:
Bldg Dim in Wind Dir / Bldg Dim Normal to Wind
Dir
= 1.25
h:
Height to top of Windward Wall
= 9.61
= 9.61 ft
ph:
Net Pressure at top of wall (windward + leeward)
= 39.54 psf
p0:
Net Pressure at bottom of wall (windward + leeward)
= 39.54 psf
ps:
Side wall pressure acting away from wall = .57
* ph
= -22.34 psf
pl:
Leeward wall pressure acting away from wall =
.35 * ph
= -13.94 psf
pwh:
Windward wall press @ top acting toward wall =
ph-pl
= 25.60 psf
pw0:
Windward wall press @ bot acting toward wall =
p0-pl
= 25.60 psf
ROOF
PRESSURES PER TABLE 27.6-2'
h:
Mean Roof Height
v,4%e•ofi'S1indiaet:s: hatethe zone/load
= 13.860 ft
Lambda: Exposure Adjustment Factor
= 1.000
Slope: Roof Slope
= 14.04 Deg
LOADS (FIGURE 27.6-3):
Zone Load Casel Load Case2
LOAD CASE l:• • • • • 000
•
psf psf
---- ---------- ----------
0
Povhl: Ove1*kVg Pressure •for.zone
1 -37.27 5.44
•
-27.95 psf
= p
Povh3: Overh4ng
2 -25.38 -7.59
;
_ -28.53 psf
3 -38.04 .00
•
•
•
4 -33.96 .00
5 -27.84 .00
Note: A value of 10' indicates that the zone/load case is not applicable.
ROOF OVERHANG LOADS (FIGURE 27.6-3):
LOAD CASE 1:
Povhl: Overhang pressure for zone 1 = -27.95 psf
Povh3: Overhang pressure for zone 3 = -28.53 psf
LOAD CASE 2:
Povhl: Overhang pressure for zone 1 = 4.08 psf
Povh3: Overhang pressure for zone 3 = .00 psf
Notes - Normal to Ridge
S4WW Pressures for Wind Normal to 65 ft wall (Along Ridge)
WALL
PRESSURES PER TABLE 217.6-1,
Load Case2
L/B:
Bldg Dim in wind Dir / Bldg Dim Normal to Wind Dir
= 0.80
psf
h:
Height to top of Windward Wall
= 9.61
ft
ph:
Net Pressure at top of wall (windward + leeward)
- 40.86
psf
p0:
Net Pressure at bottom of wall (windward + leeward)
= 40.86
psf
ps:
Side wall pressure acting away from wall = .54 * ph
= -22.06
psf
pl:
Leeward wall pressure acting away from wall = .38 * ph
= -15.53
psf
pwh:
Windward wall press @ top acting toward wall = ph-pl
= 25.33
psf
pw0:
Windward wall press.@ hot acting toward wall = p0-pl
= 25.33
psf
ROOF PRESSURES PER TABLE 27.6-2
h: Mean Roof Height
Lambda: Exposure Adjustment Factor
Slope: Roof Slope
13.860 ft
1.000
14.04 Deg
Zone
Load Casel
Load Case2
psf
psf
1
-37.27
5.44
2
-25.38
-7.59
3
-38.04
.00
4
.. .-33.36
5
• -29 . * • . . .
.
. 00
Note: A
v,4%e•ofi'S1indiaet:s: hatethe zone/load
case is not applicable.
00
ROOF OVERHANG
LOADS (FIGURE 27.6-3):
LOAD CASE l:• • • • • 000
•
*00
0
Povhl: Ove1*kVg Pressure •for.zone
1 .
•
-27.95 psf
= p
Povh3: Overh4ng
asessu=L rfor:;6on6
;
_ -28.53 psf
•.• • . •
•
•
•
LOAD CASE 2:
• • • . . • .
•
• •
• •• •• • • • :0 .
••
..
.
. .
.
. ... ..
• •
.
•
•
• •
00
•
•
•
•
• •
•
• •
•
• • • •
••
••
• •
•
•• •• •
Povhl: Overhang pressure for zone 1 = 4.08 psf
Povh3: Overhang pressure for zone 3 = .00 psf
Notes -:along Ridge
Wind Pressure on Components and Cladding (Ch 30 Part 1)
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
• ••• • ••• ••• •
•• • • • • • • • •
• •• • • •• • • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Co
--as ap � '..1
t -----------
shoNni
}
-a —
1
f 4
'
�Q-
n,
Sf
Roof 7 e
R
All pressures shown are based upon ASD Design, with
a Load Factor of .6
Width of Pressure Coefficient Zone "a" _
= 5.20 ft
Description Width Span
Area Zone
Max Min Mas P Mia P
ft ft
ft^2
GCp GCp psf psf
-------------------------------------------------------------------------------
Roof Rafter 1 1.33 9.50
30.1 1
0.40 -0.85 20.98 -37.06
Rafter 1 1.33 9.50
30.1 2
0.40 -1.46 20.98 -58.92
Rafter 1 1.33 2.00
2.7 3
0.50 -1.70 24.42 -67.51
Rhcc:Comp. e Clad. Table 6-3 Case 1
= 0.85
Qhcc:.00256*V^2*Rhcc*Rht*Rd
= 35.91 psf
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
• ••• • ••• ••• •
•• • • • • • • • •
• •• • • •• • • • •
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r
ROOF LAYOUT 1
NTS F_1
EXISTING 2x RIDGE
PROVIDE NEW USP "F
FL817.55
+ / I.'�" +
NEW 2x6 FASTENED
TO EXISTING 2x RAFTERS
W/ 5410 x 3" LONG WOOD
SCREWS, TYP. EACH END -
EXISTING 2x RAFTER J NOTE:
PROVIDE USF
EACH SIDE O
AT RIDGE EN'
TYP. BRIDGE CONNECTION l 31
11"=V-0" F-1
• •••
NEW MP TMST,
1 "=1'-0°
L
I ----- EXISTING 2x RAFTER
PARTIAL ROOF FRAMING PLAN 2
1/4"=1'-0" RF
EXISTING 2x8 RAFTER 016"
O.C. A HOLE APPROXIMATE
2 %4 DIAMETER WAS MADE
IN EVERY RAFTER
AFFECTED BY THE BUNDLE
OF ELECTRICAL CABLES
PLACEMENT
APPROXIMATE LOCATION
AND PATH USED BY
INSTALLED BUNDLE OF
ELECTRICAL CABLES
NEW USP STRAP °MSTAM24",
TYP. IN EACH EXISTING RAFTER
WITH 2 %4" DIAMETER HOLE.
FL 17325
PROVIDE NEW SLOPE/SKEW
USP HANGER "LSSH210°,
TYP. FOR ALL RAFTERS
CONNECTED TO HIP BEAMS.
FL816
r A'o
i
Miami Shcres Village
APPROVED
BY DATE
ZONING DEPT
DG DEPT
�/
SUS C -0C(N WiTHALLF
STATE ANL) CCUffiYi Y RULZS MID REGULATIONS
RV
ENGINEERS
INC
10433 SW 92nd St
Miami M331]6
PROM C1B5121IagC
(3051446
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Date Rs(Aetate
SM DPT COW
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Date Of Issue
2/17/15
Dra•t3 By
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Miami Shores Village
Buildi
BUILDING
PERMIT APPLICATION
rtment
s, Florida 33138
756-8972
(305) 762-4949
Master Permit No. 1 2c) e
Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING Im REVISION ❑ EXTENSION ❑RENEWAL
LUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF [:]CANCELLATION ❑ SHOP
® �
CONTRACTOR DRAWINGS
JOB ADDRESS: l � 116 . IO/ (,'j _\ 0 0 5-
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction- Type: / Flood Zone: BFE:2 FFE: r
OWNER: Name (Fee Simple Titleholder): _L 9 l ' �� 1 ?� Phone#: 70,E - 17d
Address: ® 2
City: �� T t �� State: �-- Zip: 7 �i 3,?
Tenant/Lessee Name: Phone#:
Email: C.fid.. L z C C/ r1
CONTRACTOR: Company Name: C- I U M `� �� Phone#: X � 6y_ W�
Address:
City: i State: `-- Zip:
Qualifier Name: �j U1 �I _PO V)) Phone#: 5
y �'E� 5�
State Certification or Registration #: C )'L (� '� V C Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑ Add4#Gq ❑ Iteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: 1� C� C° :r �-� �Q
Specify color of color thru tile: _
Submittal Fee $ Permit Fee $ �� y CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(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
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 aco y of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to ttachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspe on w ch occurs seven (7) days alor the building permit is issued. In the absence of such posted notice, the
inspection will not e o roved and a reinspectio fee !ill be charged.
Signature Signatu e
7a
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
day of 20 by
me or who has produced ( as
identification and who did take an oath.
NOTARY PUBLIC:
The foregoing instrument was acknowledged before me this
13 day of 20 1 � , by
D4,Ai _P' who is personally known to
me or who has produced 4:q— \ (-�) as
n and who did take an oath.
NOTARY PUBLIC:
i i1����
Sign. a Sign:
Print: c state Florida Print:
L . s:
moo` ; Joanna M FeliCian -
Seal: MY Commission FF 082753 Seal: 0111212018 ;
�q�lt U i i i n1r�a
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
u�msnuea ,, � e.T"•i
cwmma�m L,
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- ftE9fiN Sl ..i0 tII9SN 51� ify�(Sm1E (iwf0
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7V
® 9.1 ' ASPHALT PAVEMENT 78.60'1(P)(M) N
OCT
0 .2
t to �,�a Ag x - l rtP r/a•
5cs x�, x
15' �� CONCRETE o.COP
s� • ORIVEWAY 0►1� `
k
I1.51 20.32' J N
i M
to nIt q 3 r
PA AO
N � {
4.15' �
4' 22D ^ 0 .1 h %�c
y ry x v (y V
CONC. Ui 13.53' 0. in I O 0 PAW _ ONE STORY
RESIDENCE Z
Y v c #1195
p U ^ I M o u3
J 0 ^ h 000'co M b CZ
.70' N
15.90' 16� H
k h 1AF w
I 1A 14.75' zts
Ik
�n 1.IS•
Ln
h
�y
W
Q
rLP.r/s' apr�4�57R 45'p0�
aC
43 .63 M — 06.75
F.I.P.I/2•
39.75' PARKWAY 1
0
0
� � ASPNatr
DRIVEWAY
t200
N.E. 100th STREET
20.5' ASPHALT PAVEMENT
Accepted By: • • • • • • •
Property Address: 1195 N.E. 100 STREET NOTA: Ni)jvlv. • • • • • • •
MIAM SHORES, FL 33138 • • ' •
•
ffimmEmn lUi THAT THS T30IAJOARY SURVEY ISATRUE AtO]ODE.`T • • • •: •
W DSSRCTWX TMS
RFPRFSENfATION OFA REPAREO cwfiU vm THEImmm (�� ' y}(;�g� • •
TECHWGLL STAN, FORTH BY THE TE OF ROMA BOARD OF PROFE86I014AL LAW Jy1,` • • • •
SURVEYORS IN TY_F�Rww•1 mw iNE coDEPURBURNrToarL®.FL�AsrnTvlEs. 10865 19dT1i �REEf• • • • •
Sl�iE3'110 • ••• ••• ••
SIG FOR THE FIRM MIAMI, FL 33157 •
e6c31lQ n>� o PHONE: (305) 740-3319
�T•��(HC �� o �° PALK mm 5101 FA4 00`� 889- 190
NOTwfffm IIT a TUREANDAUMENTlGTm9FCOmM SEALANDx)R LB1I.848f • • • • • • • - --
WNW
AND6IAPPER
THISMWISNO1VALID aANDTF♦FORx90dALRA18ED SEALOFALRN&FO SURVEYOR : • • • • • • 0 •
• • • •
SurveyA 50790 Client File #: 14-0048 60* • • A g% 3 pf T, Nolrlld without all pages.
,...
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A N
Legal Description:
LOT 15 LESS THE EAST 5 FEET, BLOCK 177, OF SUBDIVISION MIAMI SHORES SECTION 8 REVISED, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-DADE
COUNTY, FLORIDA
PRINTING INSTRUCTIONS:
While viewing the survey in any Acrobat Reader,
select the File Drop-down and select "Print"
Select a color printer, 9 available, or at least one with
8.6"x 14" paper.
Select ALL for Print Range, and the # of copies you
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Click OK to Print.
'A; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
3SUED THROUGH ATTORNEY'S TITLE FUND SERVICES, LLC;
:EGIONS BANK D/B/A REGIONS MORTGAGE;. Its'successors
nd/or assigns as their interest may appear.
kmoing facts dotm an ere curvet%' by► IwGdiEL"jna�sa dated
)7/302014 bea tg.�bi� '• • • • • •
a}AIO NOTES•• • ° 00: ••• v•� •••
•••
0
• ••• °
••• •�•
the
M.E. Land Services,;k •' ••° ••
is 10665 SW 190TH Street, Suite 3110 MIAMI, FL 33157 •
PHONE:(305) 7403319 FAX #:(305-3,190 LB # 6463
-.-• • • • • • • y • • `..
WWWAELANDSER lsSrCbl; •
SurveyA 50790 Client Flle #: 14-0048 • ° • Vage&Zgf:C Wothtlid without all pages.
Surveyor's Legend
PROPERTY LDS
STRUCTURE
To FOUND' MON PIPE /
B.R. BEARING REFERENCE TEL TELEPHONE FACILITIES
® CONC. BLOCK WALL
PIN AS NOTED ON PIAT
0 CENTRAL ANGLE OR DELTA U.P. UTILITY POLE
—X—X— CHAIN-LINK FENCE OR WIRE FENCE
EB# LICENSE # - BUSME53
R RADIUS OR RADIAL E.U.R. ELECTRIC UTILITY BOX
—�H/— WOOD FENCE
LS# LICENSE IT - SURVEYOR
RAO. RADIAL TIE SEP. SEPTIC TANK
---o-'-o— ION FENCE
CALC CALCULATED P044T
M.R. NON RADIAL DF. GRAINFIELD
---- EASEMENT
SET SET PIN
TYP. TYPICAL A/C AIR CONDITIONER
— - — CENTER LINE
A CONTROL POINT
LR. IRON ROD S/W SIDEWALK
® W000 DECK
CONCRETE MONUMENT
I.P. IRON PIK my DRIVEWAY
BENCHMARK
N&D NAIL 3 DISK SCR. SCREEN
CONCRETE
ELEV ELEVATION
PK NAIL PARKER-KALON NAIL GAR GARAGE
®ASPHALT
P.T. POINT OF TANGENCY
D.H. DRILL HOLE ENOL ENCLOSURE
P.C. POINT OF CURVATURE
® WELL N.T,S, NOT TO SCALE
STUCK / TILE
PRM. PERMANENT REFERENCE MONUMENT ® FIRE HYDRANT F.F. FDO19MM FLOOR
WATER
P.C.C. POINT OF COMPOUND CURVATURE ® M.H. MANHOLE T.O.R. TOP OF BANK
PRC. POINT OF REVERSE CURVATURE OJLL OVERHEAD LINES E.O.W. EDGE OF WATER
APPROXIMATE EDGE OF WATER
P.O.B. POINT OF BEGINNING
TK TRANSFORMER E.O.P EDGE OF PAVEMENT
COVERED AREA
P.O.C. POINT OF COMMENCEMENT
CATV CABLE TV RISER C.V.G. CONCRETE VALLEY GUTTER
P.C.P. PERMANENT CONTROL POINT W.Y. WATER METER BS.L BUILDING SETBACK LOE
Q TREE
Y FIELD MEASURED
P/E POOL EQUIPMENT S.T.L. SURVEY TIE LINE
POWER POLE
P PLATTED MEASUREMENT
CONC. CONCRETE SLAB q CENTER LINE
® CATCH BASIN
0 DEED
ESMT EASEMENT R/, RIGHT -OT -WAY
C.U.E. COUNTY UTILITY EASEMENT
C CALCULATED
D.E. DRAINAGE EASEMENTP.U.E. PUBLIC UTILITY EASEMENT
I.E./E.E. INGRESS / EGRESS EASEMENT
L.M.E. LAKE OR LANDSCAPE MAINT. ESMT. L.B.E. LANDSCAPE BUFFER EASEMENT C.M.E. CANAL MAINTENANCE EASEMENT
U.E. UTILITY EASEMENT
R.O.E. ROOF OVERHANG EASEMENT
L.A.E. LIMITED ACCESS EASEMENTA.E. ANCHOR EASEMENT
Property Address:
General Notes:
1. The Legal Description used to perform this survey was supplied by others.
1195 N.E.100 STREET
This survey does not dstemdne or Is not to Imply ownership.
2. This survey only shows above ground Improvements. Underground
MIAM SHORES, FL 33138
utilities, foothtgs, or encroachments are not lobi on this survey map.
3. If there is a septic tank, wall, or drain field on this survey, the location of
such item was shown to us by others and the krformation was not verified.
Flood Information:
•
4. Examination of the abstract of title will have to be made to determine
rely Instruments, if any, effect this property. The lands shown herein were
Community Number 120652
not abstracted for easement or other recorded encumbrances not shown on
Panel Number. 12086CO306
the plat,
5. Wall Use are done to the tate of the wall.
Suffix: L
0. Fence ownership is not determined.
7. Bearings referenced to line noted B.R.
Date of Film Index 9/11/2009
S. Dimensions shown are platted and measured unless otherwise shown.
Flood Zone: AE
9. No identification found on property comers unless noted.
10. Not valid unless sealed with the signing surveyors embossed seal.
Base Flood Elevation: 8.0
11. Boundary survey means a drawing and/or graphic representation of the
Date of Field Work: 7/29/2014
survey work performed in the field, could be drawn at a shown scale and/or not
to scale,
Date of Completion: 7/30/2014
12. EleTrations if shown are based upon NGYD 1929 unless otherwise noted.
13. This Is a BOUNDARY SURVEY unless otherwise noted.
14. This surrey is exclusive far the use of the parties to whom it is certified.
The certifications do not extend to any unnamed parties.
Legal Description:
LOT 15 LESS THE EAST 5 FEET, BLOCK 177, OF SUBDIVISION MIAMI SHORES SECTION 8 REVISED, ACCORDING TO
THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI-DADE
COUNTY, FLORIDA
PRINTING INSTRUCTIONS:
While viewing the survey in any Acrobat Reader,
select the File Drop-down and select "Print"
Select a color printer, 9 available, or at least one with
8.6"x 14" paper.
Select ALL for Print Range, and the # of copies you
would like to print out
Under the `Page Scaling" please make sure you have
selected "None."
Do not check the 'AutoRotate and Center" button.
Check the "Choose Paper size by PDF"checkbox.
Click OK to Print.
'A; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
3SUED THROUGH ATTORNEY'S TITLE FUND SERVICES, LLC;
:EGIONS BANK D/B/A REGIONS MORTGAGE;. Its'successors
nd/or assigns as their interest may appear.
kmoing facts dotm an ere curvet%' by► IwGdiEL"jna�sa dated
)7/302014 bea tg.�bi� '• • • • • •
a}AIO NOTES•• • ° 00: ••• v•� •••
•••
0
• ••• °
••• •�•
the
M.E. Land Services,;k •' ••° ••
is 10665 SW 190TH Street, Suite 3110 MIAMI, FL 33157 •
PHONE:(305) 7403319 FAX #:(305-3,190 LB # 6463
-.-• • • • • • • y • • `..
WWWAELANDSER lsSrCbl; •
SurveyA 50790 Client Flle #: 14-0048 • ° • Vage&Zgf:C Wothtlid without all pages.
0
4b
see oee
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FORM 405-10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: ATASH RESIDENCE
Builder Name:
Street: 1195 NE 100 STREET
Permit Office:
City, State, Zip: MIAMI SHORES, FL, 33138-
Permit Number:
Owner:
Jurisdiction: 231000
Design Location: FL, Miami
1. New construction or existing New (From Plans)
9. Wall Types (2460.0 sqft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior
R=4.1 2460.00 ft2
b. WA
R= ft2
3. Number of units, if multiple family 1
c. WA
R= ft2
4. Number of Bedrooms 3
d. N/A
R= ft2
10. Ceiling Types (2013.0 sqft.)
Insulation Area
5. Is this a worst case? No
a. Under Attic (Vented)
R=30.0 2013.00 ft2
6. Conditioned floor area above grade (ft2) 2013
b. WA
R= ft2
Conditioned floor area below grade (ft2) 0
c. WA
R= ft2
11. Ducts
R ft2
7. Windows(380.3 sqft.) Description Area
a. Sup: Attic, Ret: Attic, AH: Main
6 260
a. U -Factor. Sgl, U=1.06 380.30 ft2
SHGC: HGC=0.45
SHGC: SH
S
b. ft2
U-FactSHGC:
12. Cooling systems
kBtu/hr Efficiency
a. Geothermal Heat Pump
50.9 EER:16.30
c. U -Factor: N/A ft2
SHGC:
13. Heating systems
kBtu/hr Efficiency
d. U -Factor: N/A ft2
a. Geothermal Heat Pump
10.1 COPA.20
SHGC:
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0.450
14. Hot water systems
a. Electric
Cap: 50 gallons
8. Floor Types (2013.0 sqft.) Insulation Area
EF: 0.920
a. Slab -On -Grade Edge Insulation R=0.0 2013.00 ft2
b. Conservation features
b. N/A R= ft2
None
c. N/A R= ft2
15. Credits
Pstat
Glass/Floor Area: 0.189 Total Proposed Modified Loads: 50.91
PASS
Total Standard Reference Loads: 65.47
I hereby certify that the plays and specifications covered by
Review of the plans and
HE SA��
this calculation are in compliance with the Florida Energy
specifications covered by this
U11
�y a O`
Code.
calculation indicates compliance
:�
;.•��.����
with the Florida Energy Code.
F+ 1rp,j=:`". p° •u• „
PREPARE BY: �
9�,
Before construction is completed
DATE: __ e- _;z_0
this building will be inspected for
compliance with Section 553.908
0
lzoi ss �J
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
with the Florida Energy Code.
OWNERIAGENT:
BUILDING OFFICIAL:
DATE:
DPrToE:•':
00
•
• ••• i i i i.i .•
• • • • • • • •
- Compliance requires completion of a Florida Air Barrier and Insulation Inspection COecklllf
9/22/2014 4:44 PM EnergyGauge® USA - FlaRes2010 Section.ovtI roeiplia••nt So ftwa re Page 1 of 5
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40.4.1 �omp9lanfSdftvOhre • Page 2 of 5
9/22/2014 4:44 PM EnergyGauge® USA - FlaRes2010 Section
PROJECT
Title:
Building Type:
Owner:
# of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/E)dsting:
Comment:
ATASH RESIDENCE
User
1
231000
Single-family
New (From Plans)
Bedrooms: 3
Conditioned Area: 2013
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation:
Whole House Fan:
•••
Address Type: Street Address
Lot #
Block/SubDivision:
PlatBook:
Street: 1195 NE 100 STREET
County: DADE
City, State, Zip: MIAMI SHORES,
FL, 33138-
•
•
CLIMATE
•••
Design Location
IECC Design Temp
TMY Site Zone 97.5% 2.5%
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Miami FL_MIAMI_INTL AP 1 51 90
70
75 149.5 56 Low
•
• •
BLOCKS
•
•
Number
Name
Area Volume
1
Block1
2013 20130
•
• •
SPACES
•
••
Number
Name
Area Volume Kitchen Occupants
Bedrooms
InfilID Finished Cooled Heated
1
Main
2013 20130 Yes 4
3
1 Yes Yes Yes
FLOORS
#
Floor Type
Space Perimeter R -Value
Area
Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 246 ft 0
2013 ftz
0 0 1
ROOF
/
V #
Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt Emitt Deck Pitch
Tested Tested Insul. (deg)
1
Hip Composition shingles 2180 ft' 0 ft2 Dark
0.96
No 0.9 No 30 22.6
ATTIC
V #
Type
Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic
Vented 300
2013 ft'
N N
CEILING
#
Ceiling Type
Space R -Value Area
Framing Frac Truss Type
1
Under Attic (Vented)
Main 30 • 2613ft': • •.
: : .if?1 Metal
••• • • • • ••• • •
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40.4.1 �omp9lanfSdftvOhre • Page 2 of 5
9/22/2014 4:44 PM EnergyGauge® USA - FlaRes2010 Section
•
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•
•
•
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•
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•
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40.4.1 �omp9lanfSdftvOhre • Page 2 of 5
9/22/2014 4:44 PM EnergyGauge® USA - FlaRes2010 Section
.. . . . .. ... ..
...OV•
. . . . . . . . .. .
. . . . . . . . . . .
. . ... . . . . ...
. ... •
.. ..
. . ... . . . ...
•
WALLS
Adjacent
Cavity Width Height
Sheathing Framing Solar
Below
Omt
10 Wall
Type
Space
_ 1
N
Exterior Concrete Block - Int Insul Main
4.0999 55 10
550.0 ft2
0 0.75
0
_ 2
S
Exterior Concrete Block - Int Insul Main
4.0999 55 10
550.0 ft2
0 0.75
0
_ 3
W
Exterior Concrete Block - Int Insul Main
4.0999 68 10
680.0 ft2
0 0.75
0
4
E
Exterior Concrete Block - Int Insul Main
4.0999 68 10
680.0 ft2
0 0.75
0
DOORS
#
Omt
Door Type
Space
Storms
U -Value
Height
ightln
Area
In
Ft In
Ft I
1
Wood
Main
None
.2 .1
.1
.1 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall
Overhang
#
Omt ID Frame
Panes
NFRC
U -Factor SHGC
Area Depth
Separation Int Shade
Screening
1
N 1 Metal
Single (Clear)
Yes
1.06 0.45
33.0 ft2 1 ft 0 in
1 It 0 in
None
None
2
N 1 Metal
Single (Clear)
Yes
1.06 0.45
66.0 ft2 1 ft 0 In
1 ft 0 In
None
None
3
S 2 Metal
Single (Clear)
Yes
1.06 0.45
54.0 ft2 1 it 0 in
1 ft 0 in
None
None
4
S 2 Metal
Single (Clear)
Yes
1.06 0.45
102.0 ft2 1 ft 0 in
1 it 0 in
None
None
5
S 2 Metal
Single (Clear)
Yes
1.06 0.45
19.8 112 1 ft 0 in
1 It 0 In
None
None
6
W 3 Metal
Single (Clear)
Yes
1.06 0.45
16.0 ft2 1 ft 0 in
1 ft 0 in
None
None
7
W 3 Metal
Single (Clear)
Yes
1.06 0.45
65.0 ft2 1 it 0 in
1 It 0 In
None
None
8
E 4 Metal
Single (Clear)
Yes
1.06 0.45
7.5 ft2 1 ft 0 in
1 ft 0 In
None
None
9
E 4 Metal
Single (Clear)
Yes
1.06 0.45
12.0 ft2 1 ft 0 in
1 ft 0 in
None
None
10
E 4 Metal
Single (Clear)
Yes
1.06 0.45
5.0 ft2 1 ft 0 in
1 it 0 in
None
None
INFILTRATION
#
Scope
Method
SLA
CFM 50 ELA EgLA ACH
ACH 50
1 Wholehouse Best Guess
.0005
2640.1 144.94 272.57 .345
7.869
HEATING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Block
Ducts
1
Geothermal Heat Pump
None
COP: 4.2
10.1 kBtu/hr
1
sys#1
COOLING SYSTEM
#
System Type
Subtype
Efficiency
Capacity Air Flow
SHR Block
Ducts
1
Geothermal Heat Pump
None
EER: 16.3 50.9 kBtu/hr 1527 cfm
0.75 1
sys#1
•• •.• • • • • • ••
• •• • • • • ••• .
•• ••• •• • • • ••
• • • • • • • • • • •
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9/22/2014 4:44 PM EnergyGauge® USA - FlaRes2010 Section 405..1 Coinplignt StN afe • Page 3 of 5
goo 0 0 0 0 0.
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.. ... • . . . . ..
0*0
.•• • • • • •i. • •
• • • • • • • • • •
96
9/2212014 4:44 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant SoTtiiJ�re• • Page 4 of 5
HOT WATER SYSTEM
# System Type
SubType
Location
EF Cap
Use
SetPnt
Conservation
1 Electric
None
Main
0.92 50 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
DUCTS
— Supply —
— Retum —
Air
CFM 25
CFM25
HVAC #
# Location R -Value Area
Location
Area Leakage Type
Handler
TOT
OUT
QN
RLF
Heat Cool
1 Attic
6 260 ftz
Attic
260 f12 Default Leakage
Main
(Default) (Default)
1 1
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
CoolingJan Feb
HeatinJan Feb
Mar
Mar
[ ]
[ ]Apr
A r
Ma [X] Jun [X] Jul
May [ ]Jun [ ]Jul
AugX]
Au[
Se
]Sep
[ ] Oct
[ ]Oct
Nov
Nov
Dec
Dec
VentingJan Feb
Mar
[XJ
Apr
[ May [ ] Jun [ ] Jul
l
Aug
[ ] Se
[X] Oct
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
PM
78
80
78
80
78
78
78 78 78
78 78 78
78
78
78
78
80
78
80
78
80
78
80
78
Cooling (WEH) AM
78
78
78
78 78 78
78
78
78
78
78
78
78
78
78
78
78
78
PM
78
78
78
78 78 78
Heating (WD) AM
PM
66
68
66
68
66
68
66 66 68
68 68 68
68
68
68
68
68
68
68
68
68
66
68
66
Heating (WEH) AM
66
66
66
66 66 68
68 68
68
68
68
68
68
68
68
68
68
66
68
66
PM
68
68
68
68
.. ... • . . . . ..
0*0
.•• • • • • •i. • •
• • • • • • • • • •
96
9/2212014 4:44 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant SoTtiiJ�re• • Page 4 of 5
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 1195 NE 100 STREET PERMIT #:
MIAMI SHORES, FL, 33138 -
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details.
COMPONENT
SECTION
SUMMARY OF REQUIREMENT(S)7sealed.
CHECK
Air leakage
402.4
To be caulked, gasketed, weatherstripped or otherwiseRecessed
lighting IC -rated as meeting ASTM E 283. W
doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:
gasketed doors & outdoor combustion air. Must complete envelope
leakage report or visually verify Table 402.4.2.
Thermostat &
403.1
At least one thermostat shall be provided for each separate heating and
controls
cooling system. Where forced -air furnace is primary system,
r
programmable thermostat is required. Heat pumps with supplemental
J
electric heat must prevent supplemental heat when compressor can
meet the load.
Ducts
403.2.2
All ducts, air handlers, filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
v
sealed in accordance with Section 503.2.7.2 of this code.
403.3.3
Building framing cavities shall not be used as supply ducts.
Water heaters
403.4
Heat trap required for vertical pipe risers. Comply with efficiencies in
Table 403.4.3.2. Provide switch or clearly marked circuit breaker
(electric) or shutoff (gas). Circulating system pipes insulated to = R-2
+ accessible manual OFF switch.
Mechanical
403.5
Homes designed to operate at positive pressure or with mechanical
ventilation
ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawlspaces, garages or outdoors adjacent
to pools or spas.
Swimming Pools
403.9
Pool pumps and pool pump motors with a total horsepower (HP) of =1
& Spas
HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor -retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site -recovered energy. Off/timer switch required. Gas heaters minimum
thermal efficiency --78% (82% after 4/16/13). Heat pump pool heaters
minimum COP= 4.0.
Cooling/heating
403.6
Sizing calculation performed & vft9che4. tllinimdm eff+cieacies per
/
Tables 503.2.3. Equipment effi&ency,y$r{ttipn, eAugred Special
V
equipment
occasion cooling or heating capedity rAiLft$ SgpaCatp %y�stem or
variable capacity system. Electric heat >10kW must be divided into two
or more stages. 0:0 •
Ceilings/knee walls
405.2.1
R-19 space permitting. • • •
.. • . . . . ... . .
. . • • . • . . . .
so
9/22/2014 4:44 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compllant SoVAre' ' Page 5 of 5
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 78
The lower the EnergyPerformance Index, the more efficient the home.
1195 NE 100 STREET, MIAMI SHORES, FL, 33138-
1. New construction or e)asting
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (1`12)
7. Windows" Description
a. U -Factor: Sgt, U=1.06
SHGC: SHGC=0.45
b. U -Factor. N/A
SHGC:
c. U -Factor. N/A
SHGC:
d. U -Factor. N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans)
9. Wall Types
Insulation
Area
a. Concrete Block - Int Insul, Exterior
R=4.1
2460.00 ft2
Single-family
b. N/A
R=
ft2
1
c. N/A
R=
ft2
3
d. N/A
R=
ft2
10. Ceiling Types
Insulation
Area
No
a. Under Attic (Vented)
R=30.0
2013.00 ft2
2013
b. N/A
R=
ft2
c. N/A
R=
ft2
Area
11. Ducts
R ft2
380.30 ft2
a. Sup: Attic, Ret: Attic, AH: Main
6 260
ft2
12. Cooling systems
kBtu/hr
Efficiency
ft2
a. Geothermal Heat Pump
50.9
EER:16.30
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. WA R=
c. WA R=
ft2
13. Heating systems kBtu/hr Efficiency
1.000 ft. a. Geothermal Heat Pump 10.1 COPA.20
0.450
Area 14. Hot water systems
Cap: 50 gallons
2013.00 ft2 a. Electric EF: 0.92
ft2
ft2 b. Conservation features
None
15. Credits Pstat
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:
Address of New Home:
Date:
City/FL Zip:
"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 Rat0d. 1Vcth*ct t4df:r jprVyPmge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for inforneaatioNarld b IW33f%prtified Raters. For
information about the Florida Building Code, Energy Conservation, w4ae fie F;orlda E1011irig Commissions support
staff.
''Label required by Section 303.1.3 of the Florida Building Code, ergi Con$ed/atiob,� 0� tDWAULT.
. .• . • . . . . ..
EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software
• • • • • • • • • •
••• • • • ••• • •
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Residential System Sizing Calculation
Summary
Project Title:
1195 NE 100 STREET ATASH RESIDENCE
MIAMI SHORES, FL 33138-
9/22/2014
Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L)
Humidi data: Interior RH 50%
Outdoor
wet bulb 78F Humidi difference 58 r.
380
sqft
Winter design temperature(MJ8 99%) 50
F
Summer design temperature(MJ8 99%)
93
F
Winter setpoint
70
F
Summer setpoint
75
F
Winter tem erature difference
20
F
Summer temperature difference
18
F
Total heating load calculation
27433
Btuh
Total coolina load calculation
44506
Btuh
Submitted heating capacity
% of talc
Btuh
Submitted cooling capacity % of calc
Btuh
Total (Geothermal Heat Pump)
36.8
10100
Sensible (SHR = 0.75)
107.0
38175
Heat Pump + Auxiliary(O.OkW)
36.8
10100
Latent
144.1
12725
0
Btuh
TOTAL HEAT LOSS
Total Geothermal Heat Pum
114.4
50900
WINTER CALCULATIONS
Winfor W aafinn 1 nari /fnr 9n9 Q cnffl
Load component
Load
Window total
380
sqft
8062
Btuh
Wall total
2080
sqft
6207
Btuh
Door total
0
sqft
0
Btuh
Ceiling total
2013
sqft
689
Btuh
Floor total
2013
sqft
5806
Btuh
Infiltration
185
cfm
4073
Btuh
Duct loss
2595
Btuh
Subtotal
27433
Btuh
Ventilation
0
cfm
0
Btuh
TOTAL HEAT LOSS
27433
Btuh
Ri immp r r nniinn I nari /fnr 901'A cnf l
ma(IrA
D
SUMMER CALCULATIONS
Load component
Load
Window total
380
sqft
14567
Btuh
Wall total
2080
sqft
5587
Btuh
Door total
0
sqft
0
Btuh
Ceiling total
2013
sqft
1965
Btuh
Floor total
0
Btuh
Infiltration
139
cfm
2750
Btuh
Internal gain
3920
Btuh
Duct gain
6887
Btuh
Sens. Ventilation
0
cfm
0
Btuh
Blower Load
0
Btuh
Total sensible gain
35674
Btuh
Latent gain(ducts)
2555
Btuh
Latent gain(infiltration)
5477
Btuh
Latent gain(ventilation)
0
Btuh
Latent gain(intemaVoccupants/other)
800
Btuh
Total latent gain
8832
Btuh
TOTAL HEAT GAIN
44506
Btuh
01119t- 3,
trot t2-6)
0
Ductem%)
•• ••• . •
•• ••• •• •
• • • . • . • •
•
EnergyGauSEA
PREPARED BY:��
• DATA: %- �
• • ••• • • •
EnergyGauge®/ USRCZB 13.10 :4, • •
••• 0 0 0 ••• 0 0
•
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.. .
.
...
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•• •
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O's
• •
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• • •
•
• • •
• • •
Alejandro Melendez
Registered Architect
13818 S.W. 16 Tern, miami, Fl, 33175
PH. 786 547 8467
PROJECT:
Description
Remodeling for Mr. and Mrs. Atash
1195 N.E. 100 St.
Miami, Shores Fl, 33138
Structural Calculations
1- Wind loads
3- Reinforcement for beam at living room
5- Solution at terrace
9- Opening at bedroom
13- Opening at kitchen to florida
15- Opening at family and different details
21- Opening at kitchen
Number of Pages: 23 + COVER
Dath! ••:acCbber/A5/2014
. ......... .
•• ••• •• • • • ••
. ...
.
.
.
•.•
• •
• •
•
• • •
• •
•
•
. •
•
•
• •
• •
• •
•
• •
•
•
• •
• •
•
•
••
••
•
• •
••
••
•••
•
•
•
••.
0
•
>(P
• ••• • • • • •• •
•• • • • •• ••• ••
••• • • • ••• •
• • • • • s • • •••
• • • • • • • • • • •
•• • • • • • • •• •
• • ••• • • • • •••
• • • • • • • • • •
• • ••• • • • •••
ALWANDRO M. MELENDEZ, RA.
13818 S.W. 16 TERR., MIAMI, FL 33176, Phone 786 547 8467 SC -1
Project: Remodeling for Attash Residences Date: September/24/2014
j/95 N E 199 D STt
Miami Shores, Fl, 33138 As Per ASCE 7-10
h= 12 ft
70<8S270 V= 175 mph
a= 4 ft
Wind velocity pressure Risk fact. 11
EXP. C
gh=0.00256KzKztKd\P (30.3-1) Kz 0.85
qh= 56.6 PSF Kd 0.85
Kzt 1
0.6 DL 6 psf
Wind pressure p is determined using FBC R4409.6.12.3
p = qh (GCp) - gh(Gcpi) ASCE 710 Eq. 30.6-1
Net uplift is calculated using
Roof ASD Load combination: 0.6DL+0.6W
AS COMPONENT FOR ROOF Z-1 ENCLOSED
Area Eff.
Gcp
Gcpi
Wind pr.
Net uplift
S.F.
Wind pr.
Net uplift
PSF
PSF
10
0.90
0.18
61.2
30.7
20
0.85
0.18
58.3
2%.0
50
0.82
0.18
56.6
0.80
100.
0.80
0.18
55.5
J121�0
AS COMPONENT FOR ROOF Z-2 ENCLOSE
ENCLOSED
Area Eff.
Gcp
Gcpi
Wind pr.
Net uplift
S.F.
PSF
PSF
PSF
PSF
10
1.70
0.18
106.5
57.9
20
1.55
0.18
98.0
52.8
50
1.35
0.18
86.7
GOD
100
1.20
0.18
78.2
40.9
AS COMPONENT FOR ROOF
Z-3 ENCLOS
Area Eff.
Gcp
Gcpi
Wind pr.
Net uplift
S.F.
178A
101.1
PSF
PSF
10
2.60
0.18
157.5
88.5
20
2.40
0.18
WA
81.7
50
2.20
0.18
134.8
74.9
100
2.00
0.18
123.5
68.1
PSF
Overhang
y0fid'dr>§s8ute
Ana
; � • •
Aeff=10
20
GCp=2;2.0;124.6 ;.;
6f.8
106.2
50
.. ....
.. . .
. ..
. ... . . . ...
... . .... .. .
. . . . . .. . . . .
. .. .. .. . . . .
.... ....... .
. . ... . . . . .
. .. ... . . ....
... . . . ... . .
S COMPONEN
FOR ROOF
Z-1 PART
ENCLOSED
Gcp
Gcpi
Wind pr.
Net uplift
PSF
PSF
0.90
0.55
82.1
43.3
0.85
0.55
79.3
41.6
0.82
0.55
77.6
40.6
0.80
0.55
76.5
39.9
AS COMPONENT
FOR ROOF
Z-2 PART
ENCLOSED
Gcp
Gcpi
Wind pr.
Net uplift
PSF
PSF
1.70
0.55
127.4
70.5
1.55
0.55
119.0
65.4
1.35
0.55
107.6
58.6
1.20
0.55
99.1
53.5
AS COMPONENT
FOR ROOF
Z-3 PART
ENCLOSED
Gcp
Gcpi
Wind pr.
Net uplift
PSF
PSF
2.60
0.55
178A
101.1
2.40
0.55
167.1
94.3
2.20
0.55
155.8
87.5
2.00
0.55
144A
80.7
Overh anaWind
pneaure
Zone 3
Area Eff.
Gcp
Wind pr.
Net uplift
S.F.
PSF
PSF
10
3.70
209.6
119.7
20
3.30
186.9
106.2
50
2.80
158.6
89.2
100
2.50
141.6
79.0
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ALEJANDRO M. MELENDEZ, RA.
13818 S.W. 16 TERR., MIAMI, FL. 33175, Phone 786 547 8467 SC -2
Project: Remodeling for Attash Residence Date: Septemberl24/2014
/*NE100S7.
Miami Shores, FI, 33138 As Per ASCE 7-10
WIND PRESSURE
qh=0.00256KzKztKcNP
qh= 56.6 PSF
Using ASD 0.6 qh= 34.0 PSF
AS COMP. _FOR _WALL -LEEWARD Z-4 ENCLOSED
Area Eff.
Gcp
Gcpi
Wind ASD
S.F.
Gcp
Gcpi
PSF
10
1.10
0.18
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20
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0.18
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50
0.98
0.18
50.3
100
0.92
0.18
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WALL
LEEWARD
Z-5 ENCLOSED
Area Eff.
Gcp
Gcpi
Wind ASD
S.F.
0.85
10
PSF
10
1.40
0.18
53.7
20
1.30
0.18
50.3
50
1.15
0.18
45.2
100
1.05
0.18
41.8
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ZONES 4 -/5
Area Eff.
Gcp
Gcpi
Wind ASD
Risk facL
S.F.
EXP.
C
PSF-
0.85
10
1.00
0.18
40.1
20
0.95
0.18.
38.4
50
0.85
0.18
35.0
100
0.80
0.18
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ALEIANDRO.M.MELENDEZ. RA, LEED.AP
Alejandro Melendez, R.A, LEED.AP
13818 SW 16 TERR, Miami, Fl, 33175
Response Narrative to Building Dept Continents for
Revision -2
1195 NE 100 ST, Miami Shores
Atash Residence
Building
00009"
Comment- l -Provide Specifications for wood to wood and wood to concrete connectibns Nlease note.
•�•
that wood in contact with concrete should be PT. � ; ... • • • •;
Response -Please see revised sheet 9/A1.3. All wood in contact with concrete to be t;esshre treated has •'
been noted. Stairs will be By Others) and a note r uesting shop drawings for the scope o w lk has •""•
been noted. ••••' •••... ..
Comment -2 -Handrail detail provided 5/A1.1 is incomplete. Provide detail and spocifId-ion fol • • • •;
handrail connection to metal plate. : 000 a0 • Doe,:*
Please see revised 5/A1.1. Pre -Engineered handrail has been noted as (By Others) and a note
requesting shop drawings for the scope of work has been noted.
Comment-3-T.O.F Should be min. 8" below grade. The details for the new column pads do not show
the elevation from grade
Response- Please see all revised Sections indicating Min. 8" from grade to TOY
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SHORING AND FRAMING INSTALLATION:
1. DEMOLISH KNEE CMU WALL UNDER
WINDOW SILL UP TO CONC SLAB LEVEL
2. SHAVE OR EXPOSED CONC HEADER
OR CONC TIE BEAM
3. LEAVE ERECTED THE EXISTING CMU
PIERS AT EACH SIDE OF EXISTING DOOR
4. POUR NEW CONC COLUMNS AT EACH
OPENING JAMB AS PER STRUCTURAL
DRAWINGS
5. INSTALL NEW STEEL COLUMNS AS PER
STRUCTURAL DRAWINGS
6. DEMOLISH EXISTING CMU PIERS WHEN
NEW FRAMING IS INSTALED
EXISTING 3-2x
TO REMAIN
AS SHORING
!d I (-S--h,
o�
,
co
2x4 @ 16" O.C.
STUD @ 16" O.C.,
TYP.
co I
T I
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c� I
2
SH -2 �I
TO PE REINFORCED
YM". %:..- Y Y Y I Y' - Y - Y NXII Y Y Y
I 2'
I
I
U, CONC SLAB
Ui ON GRADE \SSH 2
---'------- SIM
SH -2
SCAFFOLDING
"SAFWAY SYSTEM" OR W1
EQUIVALENT
POST CAP.=3,000 LBS, /If
1 7 r"
g
4x8 FLAT PLACED
AT FLOOR LEVEL
W/ 4x POST, TYP
TOP AND BOTTOM
2x J. 16-
2x J. 16"
NEW STEEL POST
PER STRUCTURAL
DRAWINGS, TYP.
0,
PROPOSED SHORING PLAN 1
1/8"=1'-0" si'i-
EXISTING PARTITION
TO BE REMOVED AND
REPLACED BY NEW
CEILING GIRDER
NEW 2-2x12 SHALL BE
INSTALLED BEFORE
2x4 STUD SHORING WALL
IS EECTED
SCAFFOLDING AND FRAMING INSTALLATIONS:
1. OPEN A HOLE IN THE CMU UNDER EXISTING
CONC TIE BEAM, FISH W6x9 THRU. DO THE
SAME AT 6'-0" APART TO INSTALL THE OTHER
W6x9
2. PLACE POST ASSEMBLY UNDER W6x9 AND
FRAME AS PER SCAFFOLDING INSTRUCTIONS
3. DEMOLISH CMU WALL TO ACHIEVE
DESIGNED WINDOW OPENING
4. POUR 8x8 CONC SILL W/ 2-#5 AS PER
PROTOCOL
5. ONCE THE CONC SILL IS CURED INSTALL
NEW 44 STEEL POSTS AS PER STRUCTURAL
DRAWINGS
6. REINFORCE AS PER PROTOCOL NEW
OPENING JAMBS
•••
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ENGINEERS
INC
10433 SW 92nd St
blload, YL 33176
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Date Of hmm
11A4/2014
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Job Wunber
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SCAFFOLDING SHORING ,/3
1/2u= V-0"
WINDOW JAMB
BEYOND
NEW CONC WINDOW
SILL
EXISTING CMU WALL
4x12 FLAT
EXISTING GRADE
OR SLAB, V.I.F.–\
SC FF
1/2"=1'-0"
SCAFFOLDING
NG 4
VG CONC TIE
V.I.F.
'TABLE JACK
:OLDING SYSTEM
LAN
,ONC WINDOW SILL
N H HEXISTING 2x
JOIST, TYP. CEILING
2x4 TOP PLATE
2x4 @ 16" O.C.
2x4 BOTTOM PLATE
EXISTING 2x FLOOR
THESE UNDERPINNIN JOIST, TYP. �••. ;
'TABLE JACK IS NOT REQUIRED AT '
NG GRADE OR THE KITCHEN JOISTS �-- 4x4 CONT •
••••••
V.I.F.• • • •
4X4@32"O.C•..i..i
—2-2x6 SLEEPER•....•
...:.•
TYP. SHORING STUD WALL
.. •
•
1/2"=1'-0"
H- ; •.
EXISTING CONC TIE
BEAM, V.I.F.
W6x9
ADJUSTABLE JACK
I
SCAFFOLDING NISYSTEM
PER P
ADJUSTABLE JACK
EXISTING CONC SLAB
ON GRADE
NOTE:
TOE -NAIL AS REQUIRED
TO SECURE THE
ASSEMBLY. ALSO SHIM
TIGHT AS NECESSARY
FOR FULL BEARING
1/2"=1'-0"
XISTING 2x CEILING
XISTING 2-3x COMPOSITE
TEAM, V.I.F.
x8 FLAT
•x4 POST
4x8 FLAT
EXISTING CONC SLAB, V.I.F
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RV
ENGINEERS
INC
10435 SW O?nd S,
Wand. !'L 33176
PNONL. (M)M-0541
1031 7�7
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P.E. #5726
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