RC-15-1163 (2) NOTE: ALL SHEETS MUST RE REVIEWED
MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES
Herbert S.Saffir Permitting and Inspection Center
11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786)315-2000
APPLICATION FOR MUNICIPAL PERMIT APPLICANTS
THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE
AND/OR ENVIRONMENTAL SERVICES
, P-R�OjV)IDE MUNICIPAL PROCESS NUMBER HERE
LL F Job Address i"ZI OV I Lam` �� CC z Contractor No.
oz
Folio �! c5 d� o�� 00
Last four(4) digits of Qualifier No.
LU ¢ Contractor Name
t=> Lot Block ¢�
o00 a Subdivision_ PBpg o o Qualifier Name
�g U? Address
Metes and bounds City State_Zip
[ ] New Construction on [ ] Demolish Current use of property,
Vacant Land [ ] Shell Only
LL w ] Alteration Interior [ ] Addition Attached A:�Iml Al Wok
w w [ Alteration Exterior [ ] Addition Detached Description of Work
o ] Relocation of Structure [ ] Re-Roof Z
iodd ed)
a [ ] Enclosure [ ] Foundation Only
2 [ ] Repair [ ] Tent Sq. Ft. Units Floors
[ ] Repair Due to Fire Value of Work ®�
MBLD" t) N [ ] Chg. Contractor w Owner F
a MELEUj ory G [ l Re-Issue a Address
[ ] [ ] Re-Stamp Z City State Zi a
[ ] MPLU p
[ ] MLPG w [ ] Revision w Phon``�
''� [ ] Not Applicable for Last fbur(4)digits of
a [ ] MMEC
[ ] FIRE Fire o Owner's Social Security No.
OZ
Nameff/T� Owner Woo 06517/'
P
Z a Address l '7 .5 g W Z Address v��'� , �1 1�� Nq
�
� city p z ty miCe ill Stater G ZiR
w Y Ci State Zi �J` o Ci
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E Phone Phone �
J z1 am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible at the rate of$209 for the first hour
Q g;^ and$71.50 per each additional hour in addition to the review fees. Minimum charge one-hour.
vay
(nw w 11 Request: Date:
X Uj w 2 2^d Request: Date:
It
31d Request: Date:
z
51 am requesting Optional Plan Review(OPR)to be scheduled as soon as possible at the rate of$75 for each discipline.
j- Additional review fees may apply.
a
zo
� 15{Request: Date:
o� 2"d Request: Date:
W 31d Request: Date:
12331-192 4115
f
BUILDING PERMIT CATEGORIES
CATEGORY DESCRIPTION PERMIT TYPE
BUILDING
01 GENERAL BUILDING-COMMERCIAL MBLD
02 SUB-GENERAL BUILDING-RESIDENTIAL MBLD
08 CANVAS AWNING MBLD
10 COMMUNICATION TOWER MBLD
15 DEMOLITION MBLD
29 METAL AWNING &STORM SHUTTER MBLD
48 SCREEN ENCLOSURES MBLD
55 SWIMMING POOL MBLD
56 TENNIS COURTS (SURFACE PAVING) MBLD
86 TRAILER TIE DOWN MBLD
88 WALK-IN COOLER MBLD
91 MARINAS MBLD
92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH
MODIFIED, SINGLE PLY) MBLD
95 SHINGLES (ASPHALT, FIBERGLASS) MBLD
96 SHINGLES (METAL ROOFS/WOOD SHINGLES &SHAKE) MBLD
97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD
99 SOIL IMPROVEMENT MBLD
0100 BULK STORAGE PROPANE TANK MBLD
0101 REMOVABLE STORM PANELS MBLD
0107 TILE ROOF MBLD
0110 WATER MAIN MBLD
0111 SITE PLAN MBLD
0112 INDOOR EVENT/EXHIBIT MBLD
ELECTRICAL
04 FIRE ALARM SPECIALTY MELE
16 SPECIALTY WIRING MELE
38 GENERATORS MELE
PLUMBING
0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR
INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU
LPGX
01 LIQUEFIED PETROLEUM GAS MLPG
02 MISCELLANEOUS MLPG
04 LIQUEFIED PETROL. GAS/STATE MLPG
MECHANICAL
09 ABOVE/BELOW GROUND TANKS/PUMPS
&POLLUTANT STORAGE SYSTEM MMEC
38 COMMERCIAL HOODS MMEC
43 FIRE CHEMICAL MMEC
46 SPRAY BOOTHS MMEC ,M
48 SMOKE CONTROL MMEC
52 RESIDENTIAL ELEVATOR MMEC
FIRE
32 FIRE SPRINKLER FIRE
�Wshesign
architecture
Miami, FL,August 7th, 2015
CITY OF MIAMI SHORES BUILDING DEPARTMENT
Process Number: RC-5-15-1163
'`Name of Project:Addition to M. Nunziata Residence
Project Address: 1201 NE 101 Street Miami Shores, FL 33138-2608
MEMORANDUM RESPONSE
COMMENT RECEIVED RESPONSE
BUILDING
Reviewer:
1) Reflect the locations of all utilities providing See revised site plan on sheet Al-01.Also atlas
service to the building as required under section from WASD was included in the same sheet.
8-10 of the Miami Dade County Code.
2) Health Dept, DERM,and Impact fee section See Attached Approval Letters.
required.
3)Provide a code legend. See revised cover sheet AO-00. •
. .... ......
4)R311.3.1 Floor elevations at the required egress Landing on exterior side of exterior side wep• •
doors. Landings or floors at the required egress adjusted to comply with the'r'�c�dfemenf We "'•••
0 M .. .
door shall not be more than 1%" inches(38mm) revised Al-03 and A4-01 •0.00•
ower than the top of the threshold. ..... *000 ..
609
5) Provide a cross section through the center of See added section on sheetMtJ-04 •• •s••
...
.. .. .. . .*
the new powder room (007). 0
t 6)According to the information provided on Added note on plan Al-06. ; �;0•
interior finish schedule on sheet 1 the master
. . .....
ibathroom will have a ceramic tile floor. •• • ••• 6 .
R4409.6.8.3 Floor joists supporting concrete or ''
grout for tile floors shall have a maximum spacing
of 12 inches(305 mm).
7)Some of the notes on sheet A4-01 are not See revised A4-01.Text is adjusted to the proper
legible. scale.
8) Provide specifications for the roof system to be See added notes on sheet A1.01,A3-01&A4-01
use.
PLUMBING
Reviewer:Osvaldo Diaz
1) FBC 107.1 As per Miami-Dade Ordinance See revised site plan on sheet Al-01.Also atlas
Chapter 8-10-show the location of all applicable from WASD was included in the same sheet.
utilities.This shall include but not limited to
sewer,sewer lateral,water meter,water service
and any gas lines or tanks on property
1) FBC 107.1 Provide onsite treatment and sewage See revised sheets,Al-01 and Al-02
Page 1 of 2
Moo Design
32004 Bird Ave Suite 011$-Miami,Florida 33133
wwwmoodesigagmu_p com/www.moodesibmproductacom
AA26002392
architecture
Oesign
disposal system,show location of tank and drain
field
3) FBC 107.1 Health Department approval See Attached Approval Letter from HRS.
required for onsite sewage disposal
-4) FBCR P2708.3 Shower control valves. Individual See revised P-1
shower and tub/shower combination valves shall
be equipped with control valves of the pressure-
balance,thermostatic-mixing or combination
pressure-balance/thermostatic-mixing valve types
with a high limit stop in accordance with ASSE
1016 or CSA B125.The high limit stop shall be set
to limit water temperature to a maximum of
120°F(49"C). In-line thermostatic valves shall not
be used for compliance with this section.
5) FBCR P2705.1 Show fixture clearance for water See added dimension on revised sheet Al-06
closets,tubs, lavatories, bidets etc
6) FBCR P2708.1Provide shower compartment size See added shower area on revised sheet Al-06
shall have a minimum of 900 square inches
7) FBCR P2801.1 Provide type,size and location of See revised P-1 0060
water heater . . "0000• 0,0,,,
•
•• • 000.0•
STRUCTURE •
Reviewer:Syed Ashraf 0000 •• • ;•••
1)Provide Copies of NOA's for Hurricane Straps. Options of Dade Product Appreva s(N ) w'
wood connectors are very lirrrifaedt,We have used 00:00'
connectors by Simpson with'Stale of Florida "sees
Product Approval for HVHZ;NWer of approval ••
for each connector and load9ng ca'paciti4g gq, ••• •
specified in the connector s4heddile on sheet S- ,••„
1.01. •• 0 • •••
2)Check the adequacy of the straps using L1, L2& See calculations attached and revision 1,slieAt S-
uplift in an interaction equation. 1.01.
3) Provide bottom chord bracing details. See revised typical detail for"X"and horizontal
bracing is S-1.01.
q
Page 2 of 2
Moo Design
=3 Bird Ave Suite ons-Miami,Florida 33133
www.moodesigngrouB.com/www.moodesignproducts rnm
AA26002392
STBUCTURAL
CALCULATIONS000
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ADDRESS: 1201 NE 101 STREET, .0 :•: •
MIAMI SHORES, FLORIDA 33138-2608 00 0
DESCRIP7TION PAfiES
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ENGINEER: LIC�No. 9 8 EL L.EZ P.E. �� �v�00 ,•ppN2����',
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ADDRESS: 8776 NW 168TH LN as ;� No 6
MIAMI LAKES, FL, 33018 2
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