Permit Mech 1901 W sevilla 2012 ( 'rte)y �f.JJy \ ` CITY OF ATLANTIC BEACH
$1 800 SEMINOLE ROAD
:) , z ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247 -5814
-.Will
Application Number 12- 00000607 Date 5/22/12
Property Address 1901 W SEVILLA BLVD
Application type description MECHANICAL HVAC ONLY
Property Zoning TO BE UPDATED
Application valuation . . . 0
Application desc
1 CU
Owner Contractor
KOOBA, OFER BURLESON INC
675 ATLANTIC BLVD 1903 GREENLEAF LANE
ATLANTIC BEACH FL 322334025 LEESBURG FL 34748
(352) 748 -5247
Permit MECHANICAL HVAC PERMIT
Additional desc .
Permit Fee . . . 87.00 Plan Check Fee . . .00
Issue Date . . . Valuation . . . . 0
Expiration Date . 11/18/12
Other Fees STATE MECH DCA SURCHARGE 2.00
STATE MECH DBPR SURCHARGE 2.00
Fee summary Charged Paid Credited Due
Permit Fee Total 87.00 87.00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 4.00 4.00 .00 .00
Grand Total 91.00 91.00 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph (904) 247 -5826 Fax (904) 247 -5845
JOB ADDRESS: ISO\ �� 1 \\ B \\ c PERMIT #
PROJECT VALUE $ I O • W
NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity _ BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
1t ARI # � OW1
`-
Air Conditioning: Unit Quantity Tons Per Unit t RE IRED
Heat: Unit Quantity t BTU's Per Unit Seer Rati 13
Duct Systems: Total CFM REQUIRED
FIRE PREVENTION
Fire Sprinkler System Quantity (Requires 3 sets of plans)
Fire Standpipe Quantity (Requires 3 sets of plans) 1
Underground Fire Main Value (Requires 3 sets of plans)
Fire Hose Cabinets Quantity (Requires 3 sets of plans)
Commercial Hoods Quantity (Requires 3 sets of plans)
Fire Suppression Systems Quantity (Requires 3 sets of plans)
FIRE PLACES MISCELLANEOUS:
Prefabricated Fireplace Qty Automobile Lifts
Gas Piping Outlets Boilers BTU's
Elevators/Escalators
ALL OTHER GAS PIPING Heat Exchanger
Quantity of Outlets Pumps
# Vented Wall Furnaces Refrigerator Condenser BTU's
# Water Heaters Solar Collection Systems
Tanks (gallons)
Wells
OTHER: 1 ►1 E! 6 IL , . %7 t. `A iii a ��► 1 _
i� ®i► r`N.1 '_
Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that 1 have read
this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified
or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction.
Property Owners Name G-Vey Phone NumbeA '3l ` 5511
Mechanical Company h 3 l )Q `N 1 (Q \ • Office Phon�e�LU \ k.M Fa Sl51. -15
Co. Address: )l t \ f KNIT` s i s ` v ) 9 ` City \eeSVXU , Staten Zip 3t- ?
MECHANICAL PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Rd Atlantic Beach, FL 32233
Ph (904) 247 -5826 Fax (904) 247 -5845
JOB ADDRESS: \Qo\ 3D 111f 1:1)\\J k PERMIT #
License Holder (Print): I nn _ 1 • - • . illibiWa - .- ertification/Registration # CBC 1 41 Q23
Notarized Signature of License Holder -A.
Sworn and subscribed before me this '- . . \ day of \ L- 20 \ Q
S (�
Signature of Notary Public ( --.— `cam C \—. .---
ao ,,, P ,, MAROUISA PARHAM
'
Notary Public - State of Florida
• • = My Comm. r Exsoi4 E
%��� Commission 8 EE 25323
F O.`, ` N( , toe} `hrough National Notary Assn.
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PAYNE 13
SEER, 4.0 TON Order Number:3070067
HEAT PUMP
SYSTEMS
Qty Item Model # Description
1 PH13NR048(G) -H HEAT PUMP COND
1 PF1MNC049 FAN COIL
1 KFCEH3001F15 HEAT STRIP
ARI # 3070067 EER: 11.00
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•
I
D
3 , ... .
TYPICAL. CLIP ATTACHMENT
RIM GLIB-4 15Y RM ENTERPRISES ;15ES OR
STIFF cuff' GL SERIES :5Y STEEL-
:
NETWORKS w/ 6-40 HOT 1 1PPEt, &ALV.
•
." \
4
0
. .
•
4.
d —
D .
ALTERNATE :ATTACHMENT
CUBE BASE PAN (1) #12 -4014 X .g' 1-6 4 -11LTI KKK-PI-EX
SELF P JL L1NN.5 STLEL SOREN (11y4i .)
A.TTACMED TO 3AS' . PAN.
in
RM CLIP -4 a a 3,:
*12 -414 X " Lt5 HILT1 KAIK -FLEX u Ea" / ° a
SELF PRILL1N6 STS. W M*I ) (g r l .8Th F CUP
ATTAGi 37 TO B PAN. a 0
"X�2 HEX REAP 5.Z.. TAPGON I a
ANCHOR (R'Ewt 111REP Vil 111 { MILE OF 5
".>c,..24" HEX I�i>rALD ��-. T,0.t GQN
-'
COATAL AREAS), OR 4"X24" HEX HEAP ANCHOR . X H P . T AP 1 MILE OF
GL1t SEAL GOAxT1"I TAPC ON ANCHOR.
OR KINI K :f5Q1,T 5X 54" Lb ATTAG.EP TO & A L AREAS), Old $ "X2 " REX H
GL.IMA�S: N- COATED T POON ANCHOR
Gt?l�lG..Ft�w...(MLI. 1.. EMB. ! ") OR KINK 5OLT 5?< 54' .L6 A "T; G TO
CONC. FpN...(MIN.. 15 I")
\ j
D Dula: 44 -20 -09 t j
.Nn fro: 09_1 1 ' S ROBERT E. SAMARA P.E,P.H
:wrt
I
osa 03-27 439 CUBE BASE PAN , 1 f 1 ,.. �' t / Js
® / e f f {,'!J j 7 2- 10 i/ • �.onsuriinx?- �1'?gSneaie 551uctcaol
LYi.:tiS^ FE 19 9
R. Samara
Lf:I ' CUP AND ATTACHMENT LOCATION .R t.A t • 7SL 3.W. . o r a.-1 7C NJ 1 Fl !4 3/141 4,M :
'liv1b �6-0' 2 -1 Fu JA3dL2 24P7
4
} til?•C lt I18#
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UNITS FOR CUBE BASEPAN INSTALLATIONS
Based on a review and analysis, the following units conform to the 2007 Florida building code and the
ASCE 7 -05 wind analysis code. See enclosed anchoring detail requirements as specified in sections
1620.1 and 16202 for max wind speed of 150 mph and a 3- second gust.
AIR CONDITIONER 1 HEAT PUMP
PA3A 1 PH3A 1
PA13 PH13 Payne Model Families:
PA4A PH4A
PA14 PH4R
PA4R PH14 1
PH15
AIR CONDITIONER HEAT PUMP 1
*2A4 (WCA4) *2H3 (tCH4)
*4A3 *2H4 ( *XI15 iCF 'Model Families:
*2A3 *4H3 ,
*4A6 *4H4
*4A8 *4H5
WCA3 *4H7
WCH3
# represents any of the following: C, H T, N or R
AIR CONDITIONER HEAT PUMP
113 (116 1 213 66 Bryant Model Families:
123 167) 215 286
124 180
126 186
18
226
AIR CONDITIONER 1 HEAT PUMP farrier Model Families:
24AB (24AP) 1 25H (25HP)
24AC 25HC
REV. 12-16-09 ADDED ADDITIONAL MODEL NUMBERS IN PARENTHETHIS.
a.
57 57/ e)
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WIND ANALYSIS AND ANCHOR DESIGN FOR UTC CARRIER "Cube Style Base Pan Units"
FOR RESIDENTIAL OCCUPANCY (CATEGORY )
References:
ASCE 7-05 Minirnurn Design Loads for Buildings and Other Structures"
Florida Building Code 2007
Design Criteria;
Paragraph 6.5.15 "Design Wind Loads on Open Buildings and Other Structures"
Wind Analysis (For heights up to 70 feet) with an Importance Factor of 1.0
Wind design velocity V -= 150
Structure Category 11 (Table 1-1)
importance Factor I := 1.0 (Table 6-1)
Height above ground H := 70 ft
Height of structure b 32.43 in
Least dimension of unit D 23.03 in
h
Ratio h/D — 1.408
Gust effect factor G := 0.85 (Section 6.5.8.1)
Force coefficient Cf := 1.3 (Figure 6-21)
Velocity Exposure Coefficient K := 1.13 (Table 6-3) 0.98
Topographic multipliers K : = 0 (Figure 6-4)
0 (Figure 6
K := 0 (Figure 6
Topographic Factor K (1 -Ko.K3) K 1 (Para.. 6-5.7.2)
Wind Directionality Factor •
K d (3.9 0 (Table 6-4)
Velocity pressure q -.= ps
= 58 c79
Design Wind Force qz F = 64.73 Psi (al. 6- 2 8 )
iMaroww.•■•••■*.....a
0.°••••■•••■
Robert E. Samara, P.E.P.A. File Nam e UTC Carrier 'Cube Style Bass Pan Units".
7901 S.W. 67th Avenue UTC_CUBE STYLE BP WiND.mcd Wind Analysis end Anchor Design in
South Miami, FL 33143 Page # 1 accordance with "The Florida State Building
Revise d Date 4/20/2009 Code 2007 for 1,50 mph in velocity
P t '
/ * .
2
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Aittachrflerft of the "Cube Style Base Pan Units" are designed to resist 150 rnph wind forces for use
up to heights of 70 feet with Uplift Clips as described below .
Design Criteria: Width (feet) Height (feet) Area (square feet) Moment arm (feet)
w:= 2.083 h := 3.833 Afi := := 1.2
Afl 784
Maximum wind moments and overturning reaction forces on each unit
h MI
f1 99r
— = si := 1.2 F := F _ 82 - 394
ai ). -
Screw Design (Vertical Attachment to .Base Pan (Shear capacity of (2) 12 screws)
V .= 2.526
V = 1.052 x 10 lbs. Number/Screws/Clip (1)
Tensile capacity of (2) 1/4" stainless anchor devises for Uplift Clips
F 505.2 lbs. F 1.01 10 tbs
kb kb NUMberirAnchOisiClip (1)
Try (2) Uplift Clips at each corner with minimum capacity of 826 lbs. (Controlled by anchor devices)
2.505 T = 1.01 10
NumberlelipsiUnit (8)
Use "RM CLIP-4 by R.M. Enterprises" or "Stiffclip CL Series by Steel Networks" fabricated with G-90
hot dipped galvanized coating. Attach Clips to unit base pans as close to the corner inlet grill
attachment rod ends as possible. Place (1) clip at end of both side inlet grille (adjacent to the
control pencil) and (2) at each other corner. Use (1) Ne. 1244 x 718" (14V4-1413) Hat( lewlic-Flex Self
Drilling screw (Part No. 87572) at each Uplift Clip with a shear capacity of 526 lbs per screw
(working stress) (See page 124 of reference catalogue). For Clip to foundation (concrete pad
attachment) use 114" x 2 114" hex head stainless steel Tapcon Steel Anchors (SHW4-21 4) and 5116"
stainless steel washer with an uplift capacity of 505 lbs. per anchor, or 1/4" x 2 1/4" hex head
climaseal coated Tapcon Anchors (HIN4-214) and 5/16" stainless steel washer. Or u se 114" x 3 114"
long thread stainless ¥WIk Bolt tU (Pad No. 282641) Anchors By KW' and 6116" stainless steel
washer; with uplift capacity of 510 lbs per anchor in 2500 psi concrete (Page 43 of "Hid Fastening
Technical Guide" reference catalogue).
Stainless steel assembly parts are reoulred for units placed within (1) mile distance from the
coastal areas.
Roof mounted units will require roof mount frames- approved by "The Florida State Building Code"
to receive (8) Uplift Clips at locations described above, and (8) 1/4" x 1 112" stainless steel bolts,
washers and nuts for attachment.
RObett E. Sams P.E.P A F1% Name UT Oarrier "Cubes Sty% Sam Pan Wilts".
7901 S.W. 67th Avenue UTC__CUBE STYLE BP WIND.mcd VOnd Analysis and Anchor Design in
South Miami, FL 33'143 Page # 2 accordance with "The Florida State Building
Revised Date 412012008 Code 2007" for 150 mph lnd velocity
'
/
2
rt
IL
To: Page 8 of 8 2012 -05 -17 20:08:03 GMT 18666515845 From: akburl akburl kn g 0
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