HomeMy WebLinkAbout1100 W 1st street 18-3765 HVACT
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DIVISIONBUILDING
Job Address: 1100 West 1st Street
Parcel ID: 25-19-30-5AG-OY00-011A
SEP 6 2018
PERMI�Ti APPLICATION
Application No: / V Y) (D !
Documented Construction Value: $13,698
Historic District: Yes ❑ No❑X
Residential ❑ Commercial x❑
Type of Work New ❑ Addition 0 Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work Changing out two of the 3 ton package units with 2 new Daikin 3 ton packal
Plan Review Contact Person:
Phone: 407-331-6589
Gina
Fax: 407-331-8381
Name Store Master Funding XI LLC
Street: 5130 University Blvd West
City, State Zip:
Name
Jacksonville, Fl 32216
Install Coordinator
Email: gina@serviceoneac.com
Property Owner Information
Phone:
Resident of property?: no
Contractor Information
William R. Gouty III ServiceOne Air Conditioning phone: 407-331-6589
Street: 755 W SR 434, Suite D
Fax 407-331-6589
City, State Zip: Longwood F132750 State License
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax
E-mail:
Mortgage Lender:
Address:
CAC 1813760
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Application is hereby trade 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 standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
WI
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 66 Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning. r
/Signature of tary-State of Florida Date
rnnr c.omraaonngenr s r+ e
Signa re of No eof Florid. Date g1L1111
Owner ALyent is �2amnally Known to Me or Contractor/Agent is X Personally Known to Me or
JERffdRRe tJHVERS0N T of ID Produced ID Type of ID
Commission M FF 968929
fP Expires March 12, 2020
•*,fak$^ DoMeAlt,rviroyFainlnwronce8943857019 BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Gas ❑ Roof ❑
Construction
Occupancy Use:
Total Sq Ft of Bldg. Min. Occupancy Load:
New Construction: Electric - # of
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
serviceone
AIR CONDITIONING &PLUMBING
Customer: Pet Paradise
Atten: Jennifer Henderson
755 W. State Road 434; Suite -D
Longwood, FL 32750
Phone: (407) 331-6589 Fax: (407) 331-8381
State Cert. # CACI 813760 & CFC1428376
Date: 8/20/2018
Job Address: 1100 West 1 st Street Phone: (904) 813-6569
Sanford, FL 32
We, ServiceOne Air Conditioning & Plumbing propose to furnish, install and service the heating and/or
air conditioning products and related equipment for your building located at the job address above in
accordance with the conditions and specifications set forth in this proposal.
Air Conditioning/Heating System Equipment:
(2) - 3 -ton Daikin RTU Package Units, 2081230 volt 3-phase, Model # - DSC036XXX3BXXX
(2) -10kw Heater Assy's. 208/230 volt 3-phase (3) Motorized Fresh Air Dampers, Model # D26MFD3672
(2) - Honeywell Digital / Programmable Touchscreen Thermostat, Pro8000
Included: Necessary crane fees to lift all four units off roof, and all new units on roof
Equipment/System Warranty:
1 -year warranty on labor, 5 -year ltd. warranty on all parts, 5 -year ltd. warranty on compressor.
*Must be registered by owner, otherwise 1 -year parts warranty
Installation Speciflcations:
1. All necessary labor and materials to install the above equipment to the existing duct system.
2. New package unit to be reconnected to the existing duct system with UL listed fiberboard, fabric tape,
& mastic for an air tight seal.
3. All accessible duct work to be Inspected and any minor repairs to be corrected at no additional
charge to the customer. Existing curb assembly is a match for new unit, and Is to code height.
4. The refrigerant piping is self-contained in the unit. Re -connect to existing drain line.
5. All necessary high & low voltage wiring reconnections are included.
6. Existing smoke detectors, and fire safety equipment will be reused. Consult your fire alarm co.
7. All necessary condensation overflow safety devices & protection are Included.
System will be permitted & inspected. System to be installed according to State & Local codes.
8. Removal of all job related trash, debris, and old equipment provided by ServiceOne.
NOTE: See attached inclusions and exclusions
Terms: Net upon completion end of day. Price: $13,698
Responsibilities:
The following responsibilities will be assumed by each party as indicated.
Equipment Foundation
Wiring to Building Panel
Wiring from Disconnects to Conditioners
Wiring of Control System
Cutting Holes and Patching
Redecorating and Painting
Local Permits and Licenses
This proposal will be cancelled if n accepted by:
Purchaser Acceptance:,
Seller Approval:
X
X
X
X
X
X
9/1912018
Date: g a- -7
Date:
serviceone
AIR CONDITIONING &PLUMBING
766 W. State Road 434; Suite -D
Longwood, FL 32750
Phone: (407) 331-6589 Fax: (407) 331-8381
State Cert. # CACI 813760 & CFC1428376
Customer: Pet Paradis4 Date: 8/20/2018
Atten: Jennifer Henderson
Job Address: 1100 West 1st Street Phone: (9(4} 813-6569
Sanford, FL 32
We, ServiceOne Air Conditioning & Plumbing propose to fumish, install and service the heating and/or
air condkloning products and related equipmeni for your building located at the job address above in
accordance with the conditions and specifications set forth in this proposal.
Inclusions for proposair
1. Provide supervision and labor as required.
2_ HVAC permitting.
3. Equipment that is described in proposal.
4. Start up of equipment.
5. Condensation piping is reconnection to the existing piping.
6. Warranty as described in proposal, parts warranty is for manufactured equipment only.
7. This quote is good for I30 -days.
Exclusions for proposal:
1. General construction.
2. Builder risk insurance.
3. Coordinated shop drawings.
4. Relocate or rework any mechanical systems not previously mentioned in proposal.
5. Ceiling tile removal or replacement.
6. Concrete work of any kind (penetrations, rere oval, etc.)
7. Any fire, smoke, or combination fire smoked Eimpers.
8. Cutting or patching of floors, roofs, walls & c clings specifically penetrations.
9. Painting of any kind.
10. Dumpsters & demolition.
11. Plumbing, fire alarm, or fire protection work of any kind.
12. Smoke detectors - fire alarm interlock.
13. Motor starters & disconnects not integral to uipment.
14. Premium or shift time labor.
15. Any work not shown on plans.
16. Payment or performance bond.
17. Engineering.
18. Impact fees.
19. Warranty on existing or owner furnished equipment.
This proposal will be cancelled if not accepted by:
Purchaser Acceptance: L
9/19/2018
Date:
Seller Approval: Date:
Grant Malo f The Circuit Court & Comptroller Seminole County Fl -
Inst #2018 !31350 Book:9204 Page:589; (1 PAGES) RCD: 9/5201810:95:27 AM
REC FEE $10.00
—02
THIS INSTRUMENT PREPARED BY:
Name: Gina Zesowsld
Address:
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
gy
C)"
Permit Number Parcel to Number. 25-19-30-5AG-OY00-011A
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement.
OESfIRI OLON nF 1ROPERTY: (Legal descdptiog M rhe,gryggt(y end street address g
available)P13 I PIS 1 13
dangling ou�la i Ing Pton package units with new 3 ton Daikin package units
OWNER INFORMATION:
Name: Store Master Funding A LLC
Address: 1100 West 1st Street, Sanford FI 32771
Fee Simple Tide Holder Of other than owner) Name:
Address:
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be sewed
as provided by Section 713.13(1)(6), Florida Statutes.
Name:
In addition to himself, Owner Designates
To receive a copy of the Lienors Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of erjury, I declare that 1 have read the foregoing and that the facts stated in it are true
to the best d y I cola and belief.
C/V'--/ ��•GTA�ie
6 etwe Qmvfv P' Wme i
e abNU Tla13( 'Tlx xnmer munsien ew rwtlw al comnrorcement sdmme dee may poGmdard baler In els [cher aamd'
State of CL— County of
The foregoing Instrument was acknowledged before me this day of 54942V42,1711t..,(. 201
by YVC Who is personally known to me QL
Noma olpaxnrtakk,g ddement / _
OR who has produced identification ❑ type of identification produced:
,4;;$y JENNIFERA.HENDERSON //I�
i " . ° CoMMWI0n#fM8929 1 /-(i �
qg}e Expires March"
y 'a°"'01'
ex a Bonded Thm Tmy Fsb InwnnrosW 7ad•70i9
This combination qualifies for a Federal Energy Efficiency tax Credit when
placed in service between Feb 17,2009 and Dec 31, 2016.
PERMIT # if -.3761
Certificate of Product Ratings
AHRI Certified Reference Number: 9952111 Date: 09-05-2018 Model Status : Active
AHRI Type: SP -A
Series: DSC036 OFFICE
Outdoor Unit Brand Name: DAIKIN
Outdoor Unit Model Number (Condenser or Single Package) : DSC036—*3B—A*
Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions
until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for
which they meet the regional efficiency requirement.
The manufacturer of this DAIKIN product is responsible for the rating of this system combination.
Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary
Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, Independent, third party testing:
Cooling Capacity (A2) - Single or High Stage (95F), btuh : 35000
SEER: 14.00
EER (A2) - Single or High Stage (95F) : 12.00
T"Active' Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being
marketed but are not yet being produced "Production Stopped' Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still
selling or offering for sale.
_Ratings that are.ccrompanied by WAS indicate an involuntary, re -rale. The new published rating is shown along with the previous (i.e. WAS) Patina.
DISCLAIMER
AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for,
the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the
unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the
directory at www.ahridirectory.org.
TERMS AND CONDITIONS
This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and Allow
confidential reference purposes. The contents of this Certificate may not. In whole or In part. be reproduced; copied: disseminated;
entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's Individual,
personal and confidential reference. AIR-CONDITIONING, HEATING,
CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE
The Information for the model cited on this certificate can be verified at www.ahridireetory.org, click on 'Verify Certificate' link we make life better`
and enterthe AHRI Certified Reference Number and the date on which the certificate was Issued,
which Is listed above, and the Certificate No., which Is listed at bottom right. 131806398333748076
02018Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.:
PERMITS--- �� 3Z6 10"IfFI CG
i`j ENGINEERING Technical Evaluation Report
EXPRESS e DIVISION: 23 08 00—COMMISSIONING OF HVAC
'21E.X.P.E.R.E(Engineedn, Express Product Evaleatlon Rapart) ,.,.. �........�..�.....,�.,--n A conA.. wi r• cmc+• IN Asp u, --An Au
160 SW 12THAvE SURE 106, DEERFIELD BEACH, FL 33442
(954) 354-06601 ENGINEERINGEXPRESS.COM
REPORT HOLDER:
DAIKIN COMPANY, L.P.
5151 SAN FELIPE STREET ®�A/KEN
HOUSTON, TX 77055, USA
877-254-4729 1 DAIKINCOMFORT.COM
SCOPE OF EVALUATION (compliance with the following codes):
THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION
ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE
RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN.
This Product Evaluation Report is being Issued In accordance with the
requirements of the Florida Building Code Sixth Edition (2017) per FBC
Section 104.11.1, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC
Existing Building sections 707.1, 707.2, FBC Building 1522.2, and FBC
Residential M1202.1, M1301A, FS 471.025, Including Broward County
Administrative Provisions 107.3.4. The product noted on this report has
been tested and/or evaluated as summarized herein.
IN ACCORDANCE WITH THESE CODES EACH OF THESE
REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED
SEAL OF THE EVALUATING ENGINEER.
SUBSTANTIATING DATA:
• Product Evaluation Documents
Substantiating documentation has been submitted to provide this TER and
Is summarized In the sections below.
e Structural Engineering Calculations
Structural engineering calculations have been prepared which evaluate the
product based on comparative and/or rational analysis to qualify the
following design criteria:
• Maximum allowable unit panel wind pressure connection
Integrity
• Maximum allowable uplift, sliding, & overturning moment
for ground and roof applications
Calculation summary Is included In this TER and appears below.
NOTE: No 33% increase In allowable stress has been used in the
design of this product. Microsoft Excel was used to carry out the
calculations present in this report.
INSTALLATION:
The product(s) listed above shall be installed in strict compliance with this
TER & manufacturer -provided model specifications.
The product components shall be of the material specified in the
manufacturer -provided product specifications. All screws must be installed
in accordance with the applicable provisions & anchor manufacturer's
published Installation Instructions.
LIMITATIONS & CONDITIONS OF USE:
Use of this product shall be in strict accordance with this TER as noted
herein. See final page for Complete limitations and conditions of use.
OPTIONS:
This evaluation is valid for all DARIN models present In the table located
on the final section.
FINISH:
Baked enamel.
TO BE VALID FOR USE
Florida Building Code Sixth EdlBon (2017)
NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR
ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE
UNIT CASING MATERIAL:
22ga galvanized sheet steel ASTM A653 for side covers. 22ga galvanized
sheet steel ASTM A653 for side louvers. 19ga galvanized sheet steel
ASTM A653 for bottom base pan. 1 9g galvanized sheet steel ASTM A653
for top panel. Removable top & side covers secured with #10 sheet metal
screws. Knockouts provided for utility & control connections.
INSTALLATION:
Shall follow manufacturer specifications as well as the Information provided
herein.
STRUCTURAL PERFORMANCE:
Models referenced herein are subject to the following design limitations:
ASCE-710 Exposure Categories C
Up to and including 175mph (Vult) for up to See Page 2 MRH**. HVHZ'
Up to and including 170mph (Vult) for up to See Page 2 MRH". HVHZeee
Up to 200mph (Vult) for up to 56' MRH". Non-HVHZ" EXP C
Ground or Roof Application per Installation Instructions
"Mean Roof Height "'High Velocity Hurricane Zone
Maximum Rated Wind Pressure:
193psf Lateral 93psf Uplift (ASD)
Site specific wind analysis may produce afiemate limitations provided
mann'..'., ,cava nnry ymaausa o nvs
ORIGINAL SIGNATURE MD RAISED SEAL
OR DIGITAL SEAL REQUIRE BE VALID PER CODE:
Frank L. Bernardo, P.E., %B 13 Signed by If Checked:
ENGINEERING EXPRESSO Gordon D(Battisto, PE
FL PE #0046549 FL #9885 FL PE #82328
NCrTCE: IF IS PAGE DOESNOTOONTAINAN ORIGINALSIGNATURR& ENGINEERSEAL,
IFTHERE ISA DIGITALSIGNATURE ON PAGE I, THIS DOCUMENT IS PART OFA DIGITALLY
SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT & PRIMED COPIES OFTHIS DOCUMENT
ARE NOTCONSIDERED SIGNED AND SEALED. IFTHERE IS NO DIGITALSIGNATURE ON PAGE
S OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL,THIS
DOCUMENT IS A COPY/DRAFT.
Copyrigh ® 2018 Fngineeting Express® / Frank L. Bennwdo PE, Int. All Rights R9terved
The FBC 17 defines APPROVED SOURCE (Seddon 202) m'An Independent person, firm or ooryorstion, approved by Rot building offideL vdw is competent and experienced in the appscation of engineering
principles to metedals, metletls a systems analyses.' Engineering Expresso prdessiane:s meet Ne corrpetorsy requlremeres as defined in the FSC and ran see! their waR. Engineering Expreaea is regulany
engaged In condudDii aM providing engineering eyaluadons esmge-Nament ano Nl-swte WWRng systnre; lexis.
DAIKIN COMMERCIAL PACKAGE SYSTEMS Engineering Express® I TER -16.3404
SECTION 2 PRODUCT INSTALLATION
TIE-QOWN CABLE & CLAP SCHEDULE
Tle-down Cable:
1. Galvanized cable for industrial and marine application.
2. Tie -down shall be tightened to a snug fit around the unit using
the turnbuckle.
3. Provide one turnbuckle per cable.
4. Neoprene pad shall be placed between the angle and the cabinet
to prevent distwtlon to the cabinet.
5. Equivalent cable is permitted using the minimum WLL per height
6. Cable minimum edge distance 3' from the unit comers.
7. Turnbuckle shall have at least tension capacity of the cable.
l•; 4 111 j Col+ 11
Cabinet
Ground or Anchor Type
Roof Height* Concrete A36 Steel Glp
3,000 Psi to Curb
No, M4
S1, S2
Ground A
Working
Lip to60'(807 N/A
a
up to 120' (150') N/A
Up to 200' (2501 N/A
Anchorage
Ground A
Ground or
Tie -down
Cable
toad Limit
Cable
Tie -down
Clips to
Min. Curb
Point
Cabinet
Roof
Cable
Diameter
(WLL)
Construction
Clipsnd
Curb
Gage
Reactions
Height"
(lbs.)
Ground
Roof f
(lbs)
Ground
2
7/32
960
7x7
8
N/A
N/A
Ta 1000
V= 400
Up to 60'
0
2
7/32
960
7x7
N/A
8
14
N/A
M3&M4
Up to 120'
2
7/32
960
7x7
N/A
8
14
N/A
150
Up to 200'
2
1/4
1220
7x7
N/A
8
13
N/A
250
Ground
2
7/32
960
7x7
12
N/A
N/A-
Ta 1000
V= 400
Up to 60'
2
1/4,
1220
7x7
N/A
8
14
N/A
0 1 1
S1 & S2
2
2/4
1220
7x7
N/A
8
13
N/A
H_2
2
1/4
1220
7x7
N/A
10
13
N/A
round
3
1/4
1220
7x7
18
N/A
N/A
To 00
Ya Sao
Up to 60'
3
3/8
2880
7x19
N/A
10
N/A
To 1600
Va 1600
0'
M1 & M2
Up to 120'
3
3/8
2880
7x19
N/A
10
N/A
TO 1850'
Va 1850
ISO,
Up to0200'
3
3/8
2880
7x19
N/A
12
N/A
Vo2050
2050
Ground
3
1/4
1220
7x7
24
N/A
N/A
Ta 1200
Va 500
Up to 60'
3
3/8
2880
7x19
N/A
10
N/A
T=1600
800
11301Va
Ll
Upto_120'
3
318
2880
7x19
N/A
10
N/A
Ta 1800
Va 1200
150'
Up to 200'
3
3/8
2880
7x19
N/A
12
N/A
T- 2010
Va 1500
250
Tle-down Cable:
1. Galvanized cable for industrial and marine application.
2. Tie -down shall be tightened to a snug fit around the unit using
the turnbuckle.
3. Provide one turnbuckle per cable.
4. Neoprene pad shall be placed between the angle and the cabinet
to prevent distwtlon to the cabinet.
5. Equivalent cable is permitted using the minimum WLL per height
6. Cable minimum edge distance 3' from the unit comers.
7. Turnbuckle shall have at least tension capacity of the cable.
l•; 4 111 j Col+ 11
Cabinet
Ground or Anchor Type
Roof Height* Concrete A36 Steel Glp
3,000 Psi to Curb
No, M4
S1, S2
Ground A
N/A
Lip to60'(807 N/A
a
up to 120' (150') N/A
Up to 200' (2501 N/A
M11 va
Ll
Ground A
NA
up to 60.(1;0.) N/A
B
up to 120' (150) N/A
Up to 200' (2501,N/A
'The value shown In parentheses Indicates the allowable roof
height In 170mph conditions. I.e. 60'. (80) Indicates an
allowable roof height of 60' for 175mph or 80' for 170mph VuIL
Tle-down Clips around 1 roof:
1. Tie -dawn clips on ground In table refers to the total number
of clips.
2. Tie -dawn clips on ground shag be place evenly throughout
each long side.
3. Clips to curb In table refers to the total number of clips.
4. Clips to curb shall be place (1) per short side and remaining
clips divided Into the two sides and spaced evenly along
the side, keeping 2' away from comers.
Anchor Tunes to Host Structure:
A. -1/4' ELCO ULTRACON SS4 Anchor embedded
1-314' in 3,000 psi concrete. 2 112" from edge minimum.
B. - %•' Self -drilling Screws SS 410.
N/A. - No anchors apply.
IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE
RATED GRAVITY. LATERAL. AND UPLIFT FORCES BY SITE-SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED
BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT.
ENGINEERING EXPRESS" 160 SW 121H AVE. SUITE 106 DEERFIEID BEACH, FL 33442 Page 2 of 7
(954) 354-0660 ENGINEERINGEXPRESS.COM CcPI'd9 ®2017 Engineering Express®
Frank L. Sennardo PE, Inc, Ap Rights Reserved
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DAIKIN COMMERCIAL PACKAGE SYSTEMS Engineering Express® I TER -16-3404
o --
ANCHOR POINT
(BY OTHERS) SEE
TIE•DOWN CABLE &
CLIP SCHEDULE FOR
REACTIONS
TURNBUCKLE
�1K"x1wX)rW
LONG ALUMINUM
TIE DOWN CABLES ANGLE TO PREVENT
SEE TIE DOWN CABLE & DISTORTION
CLIP SCHEDULE
UNIT HEGHT + c 15" MAX.
CURB HEIGHT TYP.
TYP.
CABLES LAYOUT GROUND ROOF
Sol N.T.S Tap %nEw
(4) #10 x V LONG SELF
)rNOTCHTOP
NOTCH DEEP r -DRILLING SCREW, TYP.
1
Vrx1lexhsWLONG
--ALUMINUM ANGLE TO
PREVENT DISTORTION
ANGLE ON UNIT TOP
SCALE: wr.s. DEN& VIEW
SECTION 4 SUPPORTING CALCULATIONS & SUMMARY
FORCES SUMMARY
Nate:
1. Verify on Tl"own cable and dip
schedrda cable quantify per cabinet.
2. Dash hoes represent a top view of
the cables on smund (auantlb of
cables an schedule).
3. So&d &rtes represent a top view of
the cables on roof ((Iuantity of
cables on schedule).
Cabinet
�- ANCHOR POINT
Lateral
Pressure
(P�
(BY OTHERS) SEE
PACKAGE UNIT
TIE -DOWN CABLE &
CUP SCHEDULE FOR
Max Side
Tension
(�)
REACTIONS
TIE -DOWN CLIP, SEE TIE -DOWN
CABLE & CLIP SCHEDULE FOR
GROUND MOUNT
�1K"x1wX)rW
LONG ALUMINUM
TIE DOWN CABLES ANGLE TO PREVENT
SEE TIE DOWN CABLE & DISTORTION
CLIP SCHEDULE
UNIT HEGHT + c 15" MAX.
CURB HEIGHT TYP.
TYP.
CABLES LAYOUT GROUND ROOF
Sol N.T.S Tap %nEw
(4) #10 x V LONG SELF
)rNOTCHTOP
NOTCH DEEP r -DRILLING SCREW, TYP.
1
Vrx1lexhsWLONG
--ALUMINUM ANGLE TO
PREVENT DISTORTION
ANGLE ON UNIT TOP
SCALE: wr.s. DEN& VIEW
SECTION 4 SUPPORTING CALCULATIONS & SUMMARY
FORCES SUMMARY
Nate:
1. Verify on Tl"own cable and dip
schedrda cable quantify per cabinet.
2. Dash hoes represent a top view of
the cables on smund (auantlb of
cables an schedule).
3. So&d &rtes represent a top view of
the cables on roof ((Iuantity of
cables on schedule).
Cabinet
Ground or
Roof
Height
Lateral
Pressure
(P�
Uplift
PressureOverturn
(P
Max Side
Farce (Ibs)
Max Side
(lbs -in)
Max Side
Tension
(�)
Max Uplift
Force (ibs)
M3 & M4
S1 &S2
Ground
116.8
S65
2570.0
94713.8
1280.0
1399.0
60' (80') 151.4 73.2 3324.0 126048.0 17045
1810.0
120 (150') 173.8 84.1 3822.0 146735.9 1984.3
2081.0
200' (250') 193.0 93A 4245.0 164307.9 2661.0
2311.0
Ml & M2
Ground
120.6
58.3
4926.0
199403.8
3230.3
2500.0
60' (80') 151A 73.2 6234.0 258385.9 4185.8
3165.0
120 (150') 174.6 84.5 7134.0 298972.0 4843.2
3621.0
200' (250') 193.6 93.7 7908.0 333853.0 5408.3
4014.0
Ll
Ground
117.3
56.7
5511.0
322486.7
3312.0
4630.0
60' (SO') 151.4 73.2 7109.0 438836.7 4444.2
5973.0
120 (150') 173.8 84.1 8170.0 516026.4 5195.0
6864.0
200' (250') 193.0 93.4 5072.0 581677.6 5833.7
7622.0
ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 7
(954) 354-0660 ENGINEERINGEXPRESS.COM Frank L ennardo PE, Elm- All Rig is Reserved
DAIKIN COMMERCIAL PACKAGE SYSTEMS Engineering Express® I TER -96-3404
PANEL INTEGRITY SUMMARY
Cabinets
Ground
or Roof
Height*
Additional
Panel Screw
Name Required
(PCs)
Additional
reinforcement
required
beyond
original
manufacturing
Cabinets
Additional
Screw
Required
(pcs)
Additional
reinforcement
required
beyond
original
manufacturing
M3 &
M4
Up to 60'
(801)
TOP PANEL 0
Yes
S1 & S2
0
Yes
PAMELA 6
2
PANEL B 4
2
PANELC 2
0
PANEL D 0
2
PANEL E 0
2
PANEL F 5
7
PANEL G 5
0
PANEL H -
5
PANEL[
4
Up to 200'
(250')
TOP PANEL 0
Yes
0
Yes
PANELA 8
3
PANEL B 6
4
PANELC 4
2
PANEL D 2
2
PANEL E 8
10
PANEL F 7
10
PANEL G 8
2
PANEL H -
8
PANEL 1 -
6
M1 &
M2
Up to 60'
(80')
TOP PANEL 0
Yes
Ll
0
Yes
PANELA 2
5
PANEL B 2
4
PANELC 2
4
PANEL D 6
8
PANEL E 2
2
PANEL F 2
0
PANEL G 14
0
PANEL H 2
2
PANEL V 20
4
PANELJ -
2
PANEL K -
6
PANEL L -
5
Up to 2DO,
(250')
TOP PANEL 0
Yes
0
Yes
PANELA 3
6
PANELS 3
6
PANELC 4
6
PANEL D 8
12
PANELE 4
2
PANEL F 3
2
PANEL G 18
2
PANEL H 2
3
PANELI 29
6
PANEL J -
2
PANEL K -
I
7
PANEL L -
6
Note: Calculations performed according to the Information provided by the client, Cabinets were assumed solid (0% porosity) for shear and tension calculation
purposes. Screw quantities were chocked to reinforce unit panels as needed. Trey shaft be spaced evenly UrmughoLd the corresponding pone! bottom pert,
validating that the screw joins the panel with the supporting element. Screw sizes, quantities on panel, and panel characteristics are according to clients
description. Thousand hours of ASTM 8117 are required with zero red rust for ahy addillcnal screw.
ENGINEERING EXPRESS® 160 SW 121" AVE, SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 of 7
(954) 354-0660 ENGINEERINGEXPRESS.COM Frank L. SennardoPE,Et� All Rights R $erred
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SWIM= aNV 13NISVO ` MOW
f�0�E-91-2131 ®ssa.�dx3 fuiaaauifu3 SW31SAS 30VM3Vd IVIOU3WWO3 NIMH
DAIKIN COMMERCIAL PACKAGE SYSTEMS Engineering Express' I TER -16.3404
Cabinet M1 & M2
Cabinet M3 & M4
LIMITATIONS & CONDITIONS OF USE:
Cabinet L1
Cabinet S1 & 52
Cabinet
(in)
W(In)
H(in)
Weight(Ibi
M1
61.73
00.88
53.34
1010 to 1371
M2
81.73
98.98
58.84
1225 to 1846
M3
47.00
61.00
34.75
366 m 490
M4
47.00
51.00
42.76
436 to 643
51
4820
73.95
42.84
544 to 837
S2
48.20
73.95
38.84
500 to 772
L1
88.12 1
133.35 1
50.76
1 1965 to 2789
L
delemined by others on a she specific bass as maybe labored by the
The valuation pass not after any evaluation to meet large missile impact debris fepuiremens vmidr typically we not required for this type M pmdW. Panel integrity is not mandatary, nawbvw, certified
lager®ase. As ante wiM resstinp axlwim panes, mdiNduatry nreet or excae0 (M1lr capacity to nasal the daslgrr wing baps ae stated in the calaleWns as re4ulred by tae FBC. Due Io the Indetermnate
nature of dress unit, distodiwand delecdan cannot be accurately valuated, but With diaphragm action of external components and internal Offerers, the base uNt has me capacity towithleral these form
Wim lonwall external parts being contained. Yearly inspecdons, during equipment memtenance a alter a namea alarm. ali screws, cabinet crenparents, dips. Minor. ban, ships and blas are to he
vedliad by The A/C contractor. Ali damped cabinet components. Bose, camped, broken screws w anchor cdis:Mal be replaced to losing structural ateprity, for hurricane wird fates.
ENGINEERING EXPRESS® 160 SW 121' AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 7 of 7
(954)354-0660 ENGINEERINGEXPRESS.COM Copydght®2017 Engineering Express& y
Frank L, Barnardo PE, Inc. All Rights Reserved
INSPECTION SEQUENCE
BP# 18-3765
ADDRESS: 1100 West 1" Street
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Slab / Mono Slab
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Building Ceiling Air Barrier
Insulation Roof Com'1)
Building Ceiling Grid
Final Roof
Final Stucco / Siding
Final Insulation
Final Firewall
Final Door
Final Window
Final Utility Building
Final Screen Structure
Final Pool Screen Enclosure
Pre -Demo
Final Demo
Final Single Family Residence
Final Commercial —
Final Commercial — Addition / Alteration
Final Commercial — Change of Use
Final Building (Other)
REVISED: June 2014
ELECTRICAL PERMIT
Min Max Ins ection Description
Electric Underground
Footer / Slab Steel Bond
Electric Ceiling Rough
Electric Wall Rough
Electric Rough
Pre -Power Final
Temporary Pole
Electric Final
PLUMBING PERMIT
Min Max Inspection Description
Rough Plumb
Plumbing Underground
Plumbing 2"d Rough
Plumbing Tubset
Plumbing Sewer
Plumbing Grease Trap Rough
Plumbing Steam / Chill Water Rough
Plumbing Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Fire Damper Framing
Mechanical Ceiling Rough
Mechanical Fire Damper Annular Space
Mechanical Insulation Wrap
Mechanical Fire Damper Angle
Light / Water Test Ck Welds
Mechanical Grease Duct Wrap
1000 Mechanical Final