CC-14-56Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
inspection Number: INSP- 208704 Permit Number: CC -1 -14-56
Inspection Date: March 13, 2014 Permit Type: Commercial Construction
Inspector: Rodriguez, Jorge
Owner: EVERETT, HENRY AND FRANCES
Job Address: 9600 NE 2 Avenue
Miami Shores, FL 33138-
Project: <NONE>
Inspection Type: Final
Work Classification: Alteration
Phone Number (727)461 -4370
Parcel Number 1132060132510
Contractor: PROFESSIONAL BUILDING Phone: (305)442 -8884
Buildina Department Comments
REPAIR 2 REAR STRUCTURES ONE WOOD ONE
Infractlo Passed Comments
INSPECTOR COMMENTS True
CONCRETE.
Inspector Comments
Passed lzdt4
CREATED AS REINSPECTION FOR INSP- 208666. No permit on site
Failed El
Correction
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
For Inspections please call: (305)762 -4949
March 13, 2014 Page 7 of 1
BUILDING
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax 305) 756.8972
NSP.ECTJAI 1�0 _ _ . A R: (305) 762.4949
PERMIT APPLI
Permit Type: BUILDING C
JOB ADDRESS:
JAN o � ao�3
FBC 20 LC;) r -
Permit No. C C 1 --A - S f°
Master Permit No. nc 1113 2,6 (
ROOFING
V97 194F ()- Rt34 A)G Zkug
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel #: U — 37,Q& - p J ' Z60 C)
U the Building Historically Designated: Yes NO ✓ Flood Zone:
OWNER: Name (Fee Simple Titleholder): Er 15• euey;p'_6i Phone#:
Address: ties D01)n A1.
City:
State: 3367(v
Tenant/Lessee Name: Phone #:
Email:
CONTRACTOR: Company Name:jDTP�i!
Address: 2 33 Z
City: G' A10 6-3 State: Zip:
Qualifier Name: �'L t i , Phone #: 3bsq$�a Da
State Certification or Registration #:
Contact Phone #:
DESIGNER: Architect/Engineer:
Address:
-.-
-= 382 ((Os
Value of Work for this Permit: $ 151�0Do Square/Linear Footage of Work: a OF
Type of Work: ❑Addition DAlteration ❑New VRepair/Replace _ ODemolition
Description of Work:
Color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF $ CO /CC $
DBPR $ Bond $_
Technology Fee $
TOTAL FEE NOW DUE $ v
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 rmit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TAand Al ONERS, 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
E14PROVEMENTS 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 approved and a reinspection fee will be charged.
Signature / /v'��/l/1�(�✓h "�/_ - - - " Signature
Owner or Agent actor
The foregoing instrument was acknowledged before me fthhiis
day of , 20L3 by FJrJ M 9& ESE ✓W ,
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY
The foregoing instrument was acknowledged before me this
day of R9f , 20 a, by 6411er *s ,
who is pers ally kno to me or who has produced
as identification and who did take an oath.
NOTARY
Sign: er 111111A Sign: _
Print: r Print: _
My Commission Exp' s � `'�;;, SILVIA M DUA AN My Corr
.: MY GOt 1MISSION # EE063152
EXPIF.If S February 09, 2015
(40�) 388 -0 153 F aN tVIC8.00T11
�k�k�kskakH =HisIa�kakA�akakskskikakak Hi H iNaH�Ha�akakakaksksIaH=sksIaXa�
APPROVED BY _ \,:7-A I v`/ ` 7 Plans Examiner
D 114 Structural Review
(Revised 3 /12/2012)(Revised (Y7 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
I Juk
O,1IA 1A DURAN
W COMMISSION # EE063152
EXPIRES February 09, 2015
Zoning
Clerk
4,
•
NOTE: ALL SHEET MUST BE REVIEWED
MIAMI -DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES
Herbert S. Saffir Permitting and Inspection Center
11805 SW 26th Street (Coral Way) • Miami, Florida 33175 -2474 • (786) 315 -2000
APPLICATION FOR MUNICIPAL PERMIT APPLICANTS
THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE
AND /OR ENVIRONMENTAL SERVICES W v V
PROVIDE MUNICIPAL PROCESS
NUMBER HERE
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Job Address q 6q ® 0 0 0 a °g U Ge
Contractor No.
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Folio
= Z
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Last four (4) digits of Qualifif @1r No.
02
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Contractor Name L° n7t�
Lot Block
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Qualifier Name -'1SF B ,4 1,44 n6, S a&-
Subdivision PBpg
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Address Z-530- 076110n-0 51-
City C 6-Abl -S-5 State _Zip A 3
Metes and bounds
[ ] New Construction on
] Demolish
Current use of property 00' 1" "15rc(41
v�
Vacant Land
[ ] Shell Only
[ ] Alteration Interior
[ ] Addition Attached
Description of Work 5-(-Y-a
W W
[ l Alteration Exterior
[ ] Addition Detached
o
[ ] Relocation of Structure
[ ] Re -Roof
"p,617Ci-S
a
?
[ ]Enclosure
]Repair
[ ] Foundation Only
[ ]Tent
Sq. Ft. Units Floors
[ ] Repair Due to Fire
Value of Work Wle & 00, °l'""
[ MBLD* `
N
[ ] Chg. Contractor
W
Owner a/LWPT__�_
W
Category
[ ] Re -Issue
Address °L L,!10 ® N Cy
[ ] MELE
[ ] Re -Stamp
City"(.S�S State Zip
I_
¢
[ ] MLPG
[ ] Revision
ca
W
Phone
Last four (4) digits of
oW
[ ] MMEC
[ ] Not Applicable for
[ ] FIRE
¢
Fire
0
Owner's Social Security No.
Name st"(,q _&L%1°
Owner
0
za
W
Address
Address
City State
Oa
2 D
City - 61010 10 ` State E l Zip 33 L3
t=z
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Phone OS 1%� 3D S- O3 q ?7.-4
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_Zip
Phone
I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour
Nand
$65 per each additional hour in addition to the review fees. Minimum charge one -hour.
EW �
114 Request: Date:
1 W 9
2nd Request: Date:
3'd Request: Date:
I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline.
°
a
Additional review fees may apply.
10-
01
i=
161 Request: Date:
o
2nd Request: Date:
3'd Request: Date:
123_01- 192 8/13
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
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
48
SMOKE CONTROL
MMEC
52
RESIDENTIAL ELEVATOR
MMEC
FIRE
32
FIRE SPRINKLER
FIRE
of
st
JOB: STRUCTURAL CALCULATIONS FOR REAR DOOR ENCLOSURE ADDITION
SITE ADDRESS: 9608 AND 9612 NE 2 AVE. MIAMI SHORES FL 33138 THIS IS AN EXISTING
UNPERMITTED STRUCTURE.
CLIENT. FRANCIS EvERETT, OWNER.
SCOPE OF WORK IS RELATED
TO STRUCTURAL REINFORCEMENT.
_., PAVED PARKING LOT — EXISTING —I
EXISTING N.I.C. ADD 1 2x4 PT DD 1 2x4 PT ADD 1 2x4 PT
STUD IN THIS
ELECT. RM. C.B.S.
CORNER.
—1 4" —1 "
0.0 01 1 N I I r_-0.0"
—3.5" 1*01 -3.5" ;1
3' -8
r —5.5"
—11"
NINIINI� illYl
ADDITION FLOOR PLAN
SCALE: 3/8" = 1' -0"
XISTING MET. SHEET FLANGE TO REMAIN.
2x4 P.T. LEDGER
REINFORCE WITH REPLACE DAMAGED ROOF PLYWOOD NEAR
(4) 3/8x4.5" EXTRA THE OUTER EDGES OF THE STRUCTURE:
EXPANSION BOLTS r 19/32" PWD/ BD. #8D RINKSHANK NAILS
AT 6" O
24" APART O.C. .C.
20 GA. SIMPSON TIE I
"HETA20 —TSS" W/9 16D
ADD 1 2X4 PT. SECTIONS GALV NAILS TO TRUSSES.
1/2" GYP. BD. BELOW THE TOP BEAM, MAX. UPLIFT 1890 LBS.
TIGHT BETWEEN STUDS.
2x4 P.T. 19/32" P.T. BD. FASTENED
STUDS 0 16" U WITH 1/8x2" SCREWS @ 10"
2nd STEP. --� 3rd STEP.
1st STEP
INSIDE BLDG. ' . --
FLOOR LVL.
ADDITION SECTION
SCALE: 3/8" = 1' -0"
7,_23..
(2)2x4 P.T. FRAME
BOTTOM. REINFORCED
WITH (6) 3/8x5.5"
EXPANSION BOLTS
24" APART O.C.
PARKING LOT LEVEL
EXISTING PAVEMENT
COMPACTED SOIL,
EXISTING
CONCRETE
SLABS AND
FOOTINGS.
C.AUDIO A. JOFRE P.E.
FL REG.# 28531
334 NE 102ND. STREET.
MAIMI SHORES - FL 33138
786 - 382 -1695
P.E. SIGN AND SEAL
DATE: 17,
P.E. SIGN AND SEAL
COVERS THE ENTIRE SET
OF COMPUTATIONS SHEETS
FROM SHEET 1 TO 5.
Sheet S -11
4 �
JOB: STRUCTURAL CALCULATIONS FOR REAR DOOR ENCLOSURE ADDITION
SITE ADDRESS: 9608 AND 9612 NE 2 AVE. MIAMI SHORES FL 33138
CLIENT FRANCIS EVERETT, OWNER.
Fol
2 STORY
EXISTING BLDG.
ADDITION WEST ELEVATION
SCALE: 3/8" = 1' -0"
KOURI IMM lll� Rd'01IRM
1. REMOVE THE INTERIOR DRYWALL OF THE ENCLOSURE TO EXPOSE THE FRAME.
2. REINFORCE THE FRAME AS INDICATED ON PLAN AND SECTION. REPLACE DRYWALL.
3. AFTER REPAIRING THE ROOF PLYWOOD, RE —ROOF WITH SAME TYPE MATERIAL
AS THE EXISTING ROOF SURFACE.
4. PROVIDE NEW 6" x 4" GALV. MET. SHT. TO THE ROOF EDGE.
5. PROVIDE NEW 6" W. GALV. MET. SHT. TO THE WALL BOOTOM EDGE. AROUND THE
EXTERIOR OF THE ENCLOSURE.
6. COVER THE EXTERIOR SHELL WITH 30# CONSTRUCTION PAPER.
7. PROVIDE GALV. STUCCO WIRE LATH TO THE EXTERIOR WALLS.
8. APPLY 1/2- STUCCO LAYYER FINISH TO SMOOTH. PAINT TO MATCH THE BUILDING.
Sheet S -21
R JOB: STRUCTURAL CALCULATIONS FOR REAR DOOR ENCLOSURE ADDITION
SITE ADDRESS: 9608 AND 9612 NE 2 AVE. MIAMI SHORES FL 33138
CLIENT: FRANCIS EVERETT, OWNER.
PARTIALLY ENCLOSED ADDITION: BEAM CALCULATIONS
DECK LOADING CONDITIONS
LIVE LOAD LL 30 PSF
DEAD LOAD DL 10 PSF
TOTAL LOAD (PSF) 40 PSF
DURATION FACTOR 33%
WIND LOADS
Exposure Category °C°
Mean Roof Ht = 9.5'
Building Category 1
Importance Factor= 1.0
Wind Velocity 175 mph
ASCE 7 -05 FBC 2010
UNIFORMLY LOADED BEAM IN BENDING
RECTANGULAR WOOD BEAM SUPPORTED ON BOTH ENDS, LOADED EVENLY, WHEN:
1. Load on beam =
304 lbs.
2. Span of beam =
L= 3' -4°
3. Roof deck width=
4'
4. Roof Overhang =
7°
5. Combine LL+ DL =
30 PSF
• i c.:
4'-
EXISTING BUILDING
A) BEARING LOAD ON THE BEAM =
3.3 X 2.3 = 7.6 S.F.
W = 7.6 X 40 PSF = 303.6 lbs.
C) FIND SECTION MODULUS REQUIREMENT.
Divide maximum bending moment in Inch— pounds
by allowable fiberstress for the wood grade.
Section Required = Mmax x 12 / Fb
Sreq = (455.4 x 12) / 1150 lbs/ Sq in.
Sreq = 4.75 inches 3
Sreq = 5 in 3
W bUPIJUKIED
O.C. AT OPENINGS
PORTION OF ROOF
BEARING ON THE BEAM.
B) MAXIMUM BENDING MOMENT FORMULA
Mmax =WL /8
Mmax = (303.6 x 12) / 8
Mmax = 3,643 / 8
Mmax = 455.4 Ft /Lbs
3
D) SELECT A BEAM WITH A SECTION MODULUS OF 5 IN +
Formula for determining section modules for a rectangular
beam :
S = b (dxd) / 6
TRY (2) 2x4 ; actual dims 1.5 °x3.5°
S = 1.5 (3.50.5) / 6
S = 1.5 x 12.25 / 6 3 3
S = 18.4 /6 = 3.066 In 2 = 6.13in
6.13 cu.in. > 5 cu.in = PASS
Sheet S -3
JOB: STRUCTURAL CALCULATIONS FOR REAR DOOR ENCLOSURE ADDITION
SITE ADDRESS. 9608 AND 9612 NE 2 AVE. MIAMI SHORES FL 33138
CLIENT FRANCIS EVERETT, OWNER.
CONNECTION OF LEDGER TO EXISTING TIE BEAM CALCULATION
a)
Load on Ledger
= 1,155 lbs.
b)
# of connections
= 5 expansion bolts 0 2' -0"
O.C.
c).
Sh. F 0 ea. end
= 1,155 Ibs / 2 = 577.5 LBS
d).
Type of bolt =
3/8" x 5" Wedge —all Mech.
Hot Galv.
1
Weight on beam
—
1,155#
2
Total horizontal
wind force at bending point =
4,199.2#
3
Maximum shear
stress applied Vmax= (v +h) =
292.4#
4
Maximum tensile
stress applied Tmax= (15 +V) /10
=262.5#
5
Allowable Shear
Stress on "H" 3/8 "x5" exp bolt=
1055#
6 Allowable tensile stress for some screw = 1140#
7 Check unity condition (Tmax /Tall + Vmax /Vail) = 0.51 < 1.0
Use (5) 3/8 "Ox5" exp bolts galvanized at each connection.
a) Load on bottom beam = 98SF X 15# = 1,470 Ibs.
b) # of connections = 7 expansion bolts 0 2' -0" O.C.
c). Sh. F 0 ea. end = 1,470 Ibs / 2 = 735.0 LBS
d). Type of bolt = 3/8" x 5" Wedge —all Mech. Hot Galv.
1 Weight on bottom beam =
2 Total horizontal wind force at bending point =
3 Maximum shear stress applied Vmax= (v +h) _
4 Maximum tensile stress applied Tmax= (13 +V) /11
5 Allowable Shear Stress on "H" 3/8 "x5" exp bolt=
6 Allowable tensile stress for same screw -
7 Check unity condition, (Tmax /Tall + Vmax /Vall) _
Use (7) 3/8 "Ox5" exp. bolts galvanized at 2' -0"
1470#
440.3#
137#
= 150.6#
1055# : embed = 3.0"
1140#
0.5 < 1.0
O.C.
Sheet S -4
JOB: STRUCTURAL CALCULATIONS FOR REAR DOOR ENCLOSURE ADDITION
SITE ADDRESS: 9608 AND 9612 NE 2 AVE. MIAMI SHORES FL 33138
CLIENT FRANCIS EVERETT, OWNER.
DESIGN WIND LOAD CALCULATIONS.
Method 1. Simplified Procedure.
Horizontal pressure zone "C ". ps = combination of windward and leeward net pressures.
Formula: ps = Wzt I pS30
X = adjustment factor for building height and exposure, from ASCE Fig. 6 -2
Kzt = topographic factor as defined in Section 6.5.7 evaluated at mean roof height, h.
I = importance factor as defined in Section 6.2
pS30 = simplified design wind pressure for Exposure C, at h = 10 ft, and for I = 1.0
Kzt = (1+ K1, K2, K3) 2 Kzt = (1+ 0) 2
2. HORIZONTAL PRESSURE ZONE "C" CALCULATION
ps = 1.21x 1 x 1 x 34.4 ps = 41.6#
h (8.9 FT.) x w 0 3.0 FT.) = 115.7 S.F.
Kzt = 1
115.7x41.6 = 4,813#
7 exp. bolts x 1,140# = 7,980 lbs.
(7,980 / 4,813) x 100 = 165.890 O.T.M. safety factor PASS
36 "x80" = 2,880/144 = 20 S.F.
832 / 2 studs = 416 ft. lbs.
ELM
Wil
20 SF x 41.6# = 832 LBS.
a) FIND SECTION MODULUS REQUIREMENT.
Divide maximum bending moment in inch — pounds by allowable fiberstress for the wood grade.
Section Required = Mmax x 12 / Fb
Sreq = (416.0 x 12) / 1150 lbs/ Sq in.
Sreq = 4.34 inches 3
Sreq = 5 in3
b) Section modulus of studs in the design is (2) 2x4's = 6.13 in3.
c) Section modulus allowable is 140.9% STRONGER than S Req. PASS
Sheet S-5-