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ffice
�,i'"""�,,,��� 5460 Reese Rd , Davie, FL Customer Order: 162982
Name Ronald Gasvoda
V N' ERSAL 33314 Address 8202 Caper Ln
State Licensed#CAC058142
\ - AIR & HEAT
uahac.com(866)999-2665 City Port St. Lucie Apt#
�� (COOL) State FL ZIP 34952
Date 5/25/2018
New
Package Unit GPC1448H41E*
Heater 7
We Propose To Furnish And Install A New 4 Ton 14 SEER Goodman 410 a.
I Digital Thermostat
1 Concrete Slab
Strap,Tape,Mesh,Mastic Supply&Return Connections To Ensure No Air Leaks
1 Complete Mechanical Permit With The City
1 Sheet Metal Dog House Covering Supply&Return Ducts
1 Main Breaker For Package Unit
2 Locking Caps For Freon Valves
4 Hurricane Tie Downs(up to code)
Removal And Legal Disposal Of Old Equipment
4 Vibration Isolator Pads Under The Package Unit
Properly Level Unit
Sealed Equipment Connections
Sub Cooled/Superheat Refrigerant Charging
Hooked Up To Existing Electrical&Duct Work
*Any Electrical Upgrades Are The Home Owners Responsibility*
*Balance Due Upon AC Start-Up*
*Price Is Only Valid For 30 Days*
1 Year Labor Warranty
10 year factory parts in unit warranty
Choose from one of 4 payment options.
Option 1 ::Total Cost:4,936.96-Instant Rebate 740.54 Total Cost 4,196.42. Cash,Check or Credit Card
Option 2::n/a
Option 3::n/a
Option 4::Total Cost:4,93696 Total Cost 4,936.96. 0%APR for 60 months with equal payments of about 82.28 with approved credit and terms.
❑ Testimonial Video Release SUB-TOTAL $4,936.96
1 Agree To Be Photographed And Videotaped For This Production By Universal Air And Heat Withou INSTANT REBATE $0.00
Receiving Compensation Of Any Kind. i Understand That This Footage May Be Used,As Deemed -UTILITY REBATE AND OR
Appropriate By Universal Air&Heat For Future Productions Which May Be Viewed By Public And MANUFACTURE REBATE
Private Sector Audiences -DEPOSIT
TRIP CHARGE
Release Siqnature TOTAL AMOUNT DUE $4,936.96
441-- - Date:5/25/2018
Customer Technician
t%jillill,f
Customer Order: 162982
State License#CAC058142 and Insured
UNI ERSAL
- AI�R & HEAT-
MAKE ALL CHECKS PAYABLE TO UNIVERSAL AIR&HEAT
All Services performed under the warranty policy will be provided by Universal Air&Heat during normal Business Hours,Monday to Saturday.Business hours
being 8:00 to 5:00 p.m., Monday through Friday&00 am to 5�00 p.m.Saturday.Warranty does not cover or include routine maintenance such as
changing/cleaning filters,breaker tripping or replacing fuses.
-It shall be at the discretion of Universal Air&Heat and its Technician to repair or replace defective parts,units or materials whenever is necessary Any Nuisance
calls beyond the scope of this agreement will be charged at our normal service rate and/or emergency rates.
-Any alteration or deviation from the proposed specifications or conditions involving extra cost of materials or labor will only be executed upon the written order for
the same and will become an extra charge over the sum mentioned in this contract.The terms and conditions set forth in this agreement are the only agreement
between the parties,any inconsistent term or condition is not part of this agreement unless it is in writing and sighed by the customer and Universal Air&Heat
Title to the equipment and other materials will remain with Universal Air&Heat until all sums due us have been paid in full.
All balances not paid within 30 days of the bill date will be subject to a monthly service charge in the amount of 1,50%of the outstanding balance. Customer is
responsible for all cost of collection,including reasonable attorney's fees in the event of non-payment. In the event that any person/customer files suit against
Universal Air&Heat if such case is found in favor of Universal Air&Heat customer will pay all cost including reasonable attorney's fees.
-Customers acknowledges and understands that the cleaning of A/C ducts and registers may present a danger to any persons or animals in the job site due to the
release of potentially dangerous airborne particles(including mold and dust).Customer is solely responsible to provide for the safety of all persons, pets and
things at the job site.Customer is solely responsible for any harm suffered by any person therein.Customer agrees to hold Universal Air&Heat harmless and
indemnify Universal Air&Heat for any damages related to the cleaning, removal or replacement of ducts,registers or other equipment. Universal warrants existing
drain line hookups for 30 days with new equipment installed or serviced. Universal Air&Heat will use nitrogen to blow out drain lines and assumes no
responsibility for water damage of any kind. Update 7/212016 Customer acknowledges,understands and is fully aware that new high efficiency HVAC 14 seer and
above system's will require more frequent regular maintenance to any new or existing drain line and such maintenance is not included in this contract unless
otherwise expressed in writing and agreed to by customer as well as a representative of Universal Air&Heat. Universal Air&Heat recommends flushing new or
existing drain lines once every four months in efforts to achieve optimal performance and reduce the possibility of an accidental water loss occurring.Universal Air
&Heat is not responsible for any water damage,wall painting,framing, and wall covering,equipment delay or any other inconvenience other than that of
mechanical failure, Universal Air&Heat agrees to use reasonable efforts to run duct work within existing walls,ceilings and soffits.Customer acknowledges that
the work performed may require the construction of soffits or other enclosures to conceal ductwork or other equipment and customer shall pay for all cost
associated with the construction of same.
-Universal Air&Heat has the rght stop all work if payments as set forth herein are not made upon the due date.Once any equipment/materials have been
delivered at the job site, it is the residential/Commercial property owner's or the General Contractor's responsibility to care for them,
-Universal Air&Heat ran and has the option to pick up any parts,equipment,units,etc., if payments as set forth herein are not made upon the due date from any
and all properties,where such equipment,air conditioning units,and parts exist.
Any&All parts.equipment,supplies,etc.,that have not been paid for shall remain the property of Universal Air&Heat until the balance is paid in full
Upon acceptance this proposal sets forth the entire agreement of job between both parties.
Warranty:
-We warrant new air conditioning equipment for a period of one year(unless otherwise stated in the description above and signed by a rep from Universal Air&
heat)from the date of installation that material and labor furnished by us will be free from defects.
-Universal Air&Heat warrants that for 30 days from the date of any repair,all products will be free from defects in materials workmanship—except the air
conditioner system compressor which is also warranted for I or 5 or 10 years on the part only subject to brands and models of the manufacturer.Copies of
warranties are provided upon installation of new air conditioning equipment.
Under this warrant. Universal Air&Heat has the first option to repair the equipment or provide replacement parts.
THE LIABILITIES SET FORTH ABOVE ARE IN LIEU OF ALL OTHER WARRANTIES AND LIABILITIES.EXPRESSED OR IMPLIED,IN LAW OR IN FACT,
INCLUDING IMPLIED WARRANTIES OF MECHANTABILITY FOR PARTICULAR USE,
Release Siqnature
Date:5125/2018
Customer Technician
This combination qualifies for a Federal Energy Efficiency tax Credit when
AMENCERTIFI1 placed in service between Feb 17,2009 and Dec 31, 2016.
Certificate of Product Ratings
AHRI Certified Reference Number:201152973 Date:05-27-2018 Model Status:Active
Old AHRI Reference Number:7428126
AHRI Type:SP-A
Series GPC14
Outdoor Unit Brand Name:GOODMAN
Outdoor Unit Model Number (Condenser or Single Package):GPC1448H41 E'
Region: All(AK.AL,AR,AZ,CA,CO,CT,DC,DE,FL,GA,HI,ID,IL,IA,IN,KS,KY,LA,MA,MD,ME,MI,MN,MO,MS,
MT,NC,ND,NE,NH,NJ,NM,NV,NY,OH,OK,OR,PA,RI,SC,SD,TN,TX,UT,VA,VT,WA,Wv,WI,WY,U.S.
Territories)
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 GOODMAN 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:46000
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
gelling or offering for sale.
Ratings that are accompanied by WAS indicate an involuntary re-rate. The new published ratine is shown alono with the previous ri e WAS)rating
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.ahrldlrectory.org.
TERMS AND CONDITIONS �
This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and
confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; ■. r
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 verged at www.ahridirectory.org,click on"Verify Certificate"link we make life better-
and enter the 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.
@2018Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: 131719142392281355
ENGINEERING P1, : 6�� � r� .ads o� r t(
Jam.-_ EXPRESS C� DIVISION: 23 08 00—COMMISSIONING OF HVA(
E X.P.E.R.T(Engineering Express Product Evaluation Report)
THIS DOCUMENT CONTAINS(5)PAGES:THE FIRST PAGE MUST BEAR AN
160 SW 12TH AVE SUITE 106, DEERFIELD BEACH,FL 33442 ORIGINAL SIGNATURE&SEAL OF THE CERTIFYING PE TO BE VALID FOR USE
(954)354-0660 i ENGiNEERiNGExPRESS.COM (Issued January 1,2018 Subject to Renew July 1,2019)
(or next code cycle change)
` • • " TER-16-3147.3
Florida Building Code Sixth Edition(201
REPORT HOLDER:
GOODMAN COMPANY, L.P.
5151 SAN FELIPE STREET T
HOUSTON, TX 77D56, USA /E�f c--_I r-E-_c,—��_�
877-254-4729 1 GOODMANMFG.COM
s
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. f
This Product Evaluation Report is being issued in accordance with the w r
requirements of the Florida Building Code Sixth Edition (2017) per NOTE:GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR
FBC Section 104.11.1, FMC 301.15, FBC Building Ch 16, ASCE-7-10, ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE
FBC Existing Building sections 707.1, 707.2, FBC Building 1522.2, and
FBC Residential M1202.1, M1301.1, FS 471.025, including Broward UNIT CASING MATERIAL:
County Administrative Provisions 107.3.4. The product noted on this 24ga FS galvanized sheet steel ASTM A653 CS cold rolled steels for
report has been tested and/or evaluated as summarized herein. side covers. 20ga EDDS galvanized sheet steel ASTM A653 cold rolled
IN ACCORDANCE WITH THESE CODES EACH OF THESE steel for bottom base pan. 20ga EDDS galvanized sheet steel ASTM
REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED A653 cold rolled steel for top panel. Removable top & side covers
SEAL OF THE EVALUATING ENGINEER. secured with#10-16 sheet metal screws.
SUBSTANTIATING DATA: Knockouts provided for utility&control connections.
• Product Evaluation Documents INSTALLATION:
Substantiating documentation has been submitted to provide this TER Shall follow manufacturer specifications as well as the information
and is summarized in the sec'ions below. provided herein.
• Structural Engineering Calculations
Structural engineering calculations have been prepared which evaluate STRUCTURAL PERFORMANCE:
the product based on comparative and/or rational analysis to qualify the Models referenced herein are subject to the following design limitations:
following design criteria: ASCE-710 Exposure Categories C
Up to and including 175mph(Vult)for up to 200' MRH HVHZ"'
• Maximum allowable unit panel wind pressure connection Up to and including 170mph(Vult)for up to 250'MRH".HVHZ"'
integrity Up to and including 200mph(Vult)for up to 56'MRH". Non-HVHZ**'
• Maximum allowable uplift,sliding,&overturning moment Ground or Roof Application per installation instructions
for ground and roof applications '"Mean Roof Height—High Velocity Hurricane Zone
Calculation summary is included in this TER and appears below. Maximum Rated Wind Pressure:
NOTE: No 33% increase in allowable stress has been used in the
design of this product. Microsoft Excel was used to carry out the 193psf Lateral 93psf Upliffi (lessDeadi-oad)
calculations present in this report.
Site specific wind analysis may produce alternate limitations provided
INSTALLATION: maximum rated wind pressure is not exceeded.
The product(s)listed above shall be installed in strict compliance with this
TER&manufacturer-provided model specifications. ORIGINAL SIGNATURE AND RAISED SEAL
The product components shall be of the material specified in the REQUIRED TO BE VALID PER CODE:
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: January 1, 2018 j
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: Frank L. Bennardo, P.E.,SECS
This evaluation is valid for all GOODMAN models present in the table
located on the final page. ENGINEERING EXPRESS®
FINISH:
PE#0046549 CA#9885
Baked enamel.
Copyright'a 2018 Engineering Expresso /Frank L Bernardo PE.Inc All Rights Reserved
The FBC 6"'Edition(-201T)defines APPP.OVED SOURCE'(Sechon 202 as An independent person firm or corporationapproved by the budding official,who is competent and experienced in the application
of engineenng principles to materials methods or systems analyses Engineering Expresslir professionals meet the compeiencv requi•ements as defined in the FBC and can seal thea work Engineering Expresse-
-s regularly engaged in conducting and providing engineering evaluations of single-efemert and full-scale bustling systems tests
UUUUMAN PACKAGE SYSTEMS Engineering Express® I TER-16-3147..
SECTION 2 PRODUCT INSTALLATION
C� Package Unit
TIE-DOWN CLIP
\ (GROUND APPLICATION)
++ \ Roof or ground Miami Tech CUTD 1"ASTM A653
structure/substrate
(concrete,steel, galvanized steel 0.07"thick
aluminum see
(FL 19731.2) for all cabinets tied
\)� r-�•' ' down at round;fasten to
\�\ '�• � �- I i schedule below) � 9 P
structure using anchor from
Anchor Schedule to Host Structure
Table and(4)#10-16 x 3/8"SS
410 self-drilling screw to fasten clip
Tie down clips.See to unit base rail.Install 6"from the
tables below for unit corners with quantity as
specifications shown in table.
TIE-DOWN CABLE&CLIP SCHEDULE
Bolts to Screw to Min. Tie-down
Ground or Roof Tie-down Cable Cable
Cabinet Helght* Cable Diameter WLL(Ibs) Stand per Curb per Curb Clips per Tie-down Cable Type:(for roof applications)
side side gage long side
Ground NA NA NA NA NA NA 2 7x7 Galvanized cable for industrial and marine application.
Up to 15'(20') NA NA NA 4 4 14 NA Minimum edge distance 3'from the unit corners.
Hi Up to W IWI 2 5/32" 520 2 4 14 NA Use two tie-down cables per unit.
Up to 120'(ISO') 2 5/32" 520 2 4 11 NA
Up to 200'(250') 2 3/16" 740 2 4 11 NA Note:
Ground NA NA NA NA NA NA 2 Tie-down cable shall be wrapped around roof stand post, and shall
H2,M1, Up to 15'(20') NA NA 4 4 14 NA be tightened around the unit using the turnbuckle. Provide two
M2 Up to 60'(80') 2 S/32" 520 2 4 14 NA cables per unit and one turnbuckle per cable.Neoprene pad shall be
Up to 120'(15Y) 2 3/16" 740 2 4 11 NA placed under the cable to prevent distortion to the cabinet.
Up to 200'(250') 2 3/16" 740 2 4 11 NA Equivalent cable is permitted using the minimum WLL per height.
Ground NA NA NA NA NA NA 2
Up to 15'(20') NA NA NA 4 4 14 NA
H3,M3 Up to 60,(8o') 2 5/32" 520 2 4 14 NA ANCHOR TO HOST STRUCTURE SCHEDULE
Up to 12Y(150') 2 3/16" 740 2 4 11 NA
Up to 200'(250') 2 7/32" 960 2 4 11 NA Anchor Type
Ground NA NA NA NA NA NA 2 1/8"Min
Up to 15'(20') NA NA NA 4 4 14 NA Cabinet Ground or 1/8"Min 6061-TA36
H4,M4 Up to 60'(80') 2 S/32" 520 2 4 14 NA Roof Height Concrete A36 lurnin6 Steel
Up to 120'(150') 2 3/16" 740 2 4 11 NA
3,
Up Steel Auminu Curb
Up to 200'(250') 2 7/32" 960 2 4 11 NA m
Ground A NA NA NA
Up to 15'(20') NA B B D
* H1 Up to 60'(80') NA B B D
The value shown in parentheses indicates the allowable roof height Up to 120'(150') NA C C D
in 170mph conditions. i.e.60' (80')indicates an allowable roof height Up to 200'(2W) NA C C D
of 60'for 175mph or 80'for 170mph Vult. Ground A NA NA NA
Up to 15'(20') NA B B D
Anchor Types to Host Structure: H2 Up to 60'(80') NA B B D
Up to 120 150' NA C C D
A.—1/4"ELCO ULTRACON SS4 Anchor embedded 3"in 3,000 psi Up to 200 250' NA C C D
concrete.2 1/2"from edge minimum.NOA No. 15-0226.11 Ground A NA NA NA
B.—1/4"SAE Grade 5 screw minimum 1/2"from edges with nut and Up to 15'(20') NA B B D
washer OD 0.75" H3 Up to 60' 80' NA C C D
C.—5/16"SAE Grade 5 screw,minimum 1/2"from edges with nut and Up to 120'(150') NA C C D
washer OD 0.75" Up to 200' 250' NA C C D
D.—5/16"Sheet metal screw,Grade 5. Ground A NA NA NA
NA.-No anchors apply. Up to 151?yj NA B B D
H4 Up to 60'(80') NA C C D
Note: Up to 120' 150' NA C C D
Screw length to tie cabinet to curb shall be verified on site. Up to 200'(250') NA C C D
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 12T"AVE.SUITE 106 DEERFIELD BEACH, FL 33442 Page 2
(954)354-0660 ENGINEERINGEXPRESS.COM
engineering Express° TER-16-3147.
CABLE AND BOLT LAYOUT
NEOPRENE PAD
TIE DOWN CABLES
ac0000 SEE TIE DOWN
oc000c I SCHEDULE PACKAGE UNIT SHELL ENCLOSURE
oc000c
ococaoo
oc000c TURNBUCKLE
OCfa00C
oc000c ENCLOSURE AND
cs=oosac I I BASE RAIL FASTENER
000eoo I
A t=off IJ
opo SEE ANCHOR TO
' o0
-c=oec O I I I UNIT BASE RAIL I' HOST STRUCTURE
000c — 1 SCHEDULE TABLE
ROOF STANDJ
i— --- ---� -^--- PER SEPARATE
SEE ANCHOR TO I ROOF STAND ENGINEERING TIE DOWN CABLES
HOST STRUCTURE SEE TIE DOWN
SCHEDULE TABLE ; PER SEPARATE SCHEDULE
ENGINEERING
f1 TYPICAL ROOF MOUNT ON STAND tA1 STAND ATTACHMENT DETAIL
x.+F h*s Eftv�TOrr vlfw x.0—. W-1 —
TIE DOWN CABLES
NEOPRENE PAO PACKAGE UNIT SHELL ENCLOSURE
ooc000 — SEE TIE DOWN
oo^000
000000 SCHEDULE
000000 TYPICAL ENCLOSURE ANDLAC
oo=000 SCREW PEMENT
roe==oc--F— TURNBUCKLE BASE RAIL FASTENER
ALTERNATIVE
00=000
ooc000 I SCREW PLACEMENT
UNIT BASE RAIL TIE DOWN CABLES
or�ooe=o
�0000 - SEE TIE DOWN
E 000 SE RAIL TO—�:�' SCHEDULE
000 I MACHINERY EYEBOLT SAE BAi
000 11 GRADE 5 WITH SHOULDER
CURBANCHOR
oorx� _ — 'A"-11 z 1
CURB FRAME _ _ _ MACHINERY EYEBOLT SAE
ROOF CURB PER SEPARATE GRADE 5 WITH SHOULDER
PER SEPARATE ENGINEERING - Sjf.'.ilk 1-3(*
ENGINEERING
C
ATYPICAL ROOF MOUNT ON CURB 1-131 CURB ATTACHMENT DETAIL
Sr PIF w t S Fr F'/uTwl'/NFw
..,r hr_
CURB MOUNT
OPTION-DETAIL B
-- — — PROVIDE ty1`0 SAE PROVIDE 1X"0 SAE
' I I GRADE 5 WASHER GRADE 5 WASHER I
r I
I I
� ROOF STAND MOUNT ANCHOR ATTACHMENT r
OPTION-DETAIL TO HOST
r I
I I
r
—�• r CABLE ATTACHMENT TO HOST
SEE DETAILS A AND B I ITU It,I"t. III PROVIDE X"BED OF
WATERPROOFING
r j I SEALANT
UNIT BASE RAIL I
ROOF STAND RAIL I MACHINERY EYEBOLT SAE
PROVIDE 5i¢"0 SAE GRADE 5 WITH SHOULDER
GRADE 5 NUT �$"-11 ■ 1-�;`
�- — — — — - CURB FRAME PER SEPARATE
ENGINEER MG SEE THICKNESS
— — — — REQUIREMENTS IN REPORT J
vYEEf 'WIE: v41:F.1 VFLA•E� VM Ef
/-31 BASE RAIL ATTACHING TO HOST(FIELD INSTALLATION) EYE BOLT DETAIL
SiJU w $ PLM,"Ew SCKE w I5 �Fiaw vlFu
ENGINEERING EXPRESS° 160 SW 12"'AVE.SUITE 106 DEERFIELD BEACH, FL 33442 Page 3
(954)354-0660 ENGINEERINGEXPRESS.COM
Engineering Express° I TER-16-3147
SECTION 4 SUPPORTING CALCULATIONS &SUMMARY
FORCES SUMMARY
Max Max
Weight Ground or Lateral Uplift Max Side Max Side Side Uplift
Cabinet Outside Dimensions range Roof Pressure Pressure Force Overturn
Tension Force
(lbs) Height* (Psf) (Psf) (lbs) (lbs-in)
D(in) W(in) H(in) (lbs) (fibs)
66.00 33.00 35.50 Ground 40.9 0 722.0 7786.5 120.0 0.0
H1,H2,H3, 66.00 33.00 35.50 15'(20') 116.6 56.5 2059.0 47608.8 L 999.0 854.6
66.00 33.00 35.50 350 to 405 60' (80') 151.0 73.1 2665.0 63439.7 1326.0 1105.0
H4
66.00 33.00 35.50 120(150') 173.7 84.1 3065.0 73872.4 1542.0 1271.0
66.00 33.00 35.50 200'(250') 192.9 93.4 3404.0 82729.5 1702.0 1471.0
E51.00147.00 42.75 Ground 40.9 0 619.0 1579.1 110.0 0.0
47.00 42.75 15'(20') 116.6 56.5 1766.0 48179.1 1108.0 940.0
Ml,M2,M3,M4 47.00 42.75 412 to 496 60' (80') 151.0 73.1 2287.0 65814.1 1478.0 1217.0
47.00 42.75 120(150') 173.7 84.1 2630.0 7735.7 1722.0 1399.0
47.00 42.75 200'(250') 192.9 93.4 2921.0 87302.1 1929.0 1554.0
PANEL INTEGRITY SUMMARY
Additional
Rqrd Wind Screw Force on Screw Qty screws
Cabinet Ground or Panel Name Pressure Force on Qty Cabinet Panel Required required
Roof Height (lb/ft-) Panel(lbs) Required (lbs) (pa) beyond
a
original
TOP PANEL 0.00 0.00 0 0.00 0
PANEL A 40.90 56.60 0 121.50 0
PANEL B 40.90 197.10 0 154.70 0
PANEL C 40.90 169.10 0 449.66 0
Ground PANEL D 40.90 67.10 0 82.87 0 No
PANEL E 40.90 67.10 0 150.26 0
PANEL F 40.90 227.70 0 311.57 0
END LOUVER 40.90 236.90 0 419.85 0
SIDE LOUVER 40.90 193.10 0 181.20 0
CORNER POST 40.90 27.80 0 4530 0
TOP PANEL 56.45 879.64 0 329.67 0
PANEL A 116.60 161.50 0 346.70 0
PANELS 116.60 197.10 0 441.19 0
PANEL C 116.60 482.20 0 939.11 2
Up to 15' PANEL D 116.60 191.40 0 236.35 0 Yes
(20') PANEL E 116.60 191.40 0 428.59 1
PANEL F 116.60 649.40 0 888.69 0
END LOUVER 116.60 1 675.58 2 1197.50 4
SIDE LOUVER 116.60 550.90 2 516.83 1
CORNER POST 116.60 79.29 0 129.21 0
TOP PANEL 73.08 1138.89 0 426.83 0
PANEL A 151.04 209.04 0 448.80 0
PANEL B 151.04 728.01 1 571.23 1
PANEL C 151.04 624.30 0 1 1215.90 3
Hl,H2,H3, Up to 60' PANEL D 151.04 247.80 0 M1,M2, 306.01 0 Yes
H4 (80') PANEL E 151.04 247.80 0 M3,M4 554.91 2
PANEL F 151.04 840.79 0 1150.60 0
END LOUVER 151.04 874.69 4 1550.476
SIDE LOWER 151.04 413.25 3 669.16 2
CORNERPOST 151.04 102.66 0 0
TOP PANEL 84.05 1309.74 0 490.86 0
PANEL A 173.70 240.40 0 516.10 1
PANEL 8 173.70 837.23 2 656.92 1
PANELC 173.70 717.25 0 1398.30 5
Up to 120' PANEL D 173.70 284.97 0 351.92 0 Yes
(150') PANEL E 173.70 284.97 0 638.15 2
PANEL F 173.70 966.90 0 1309.67 0
END LOUVER 173.70 1005.91 4 1783.06 7
SIDE LOUVER 173.70 820.24 3 769.53 3
CORNER POST 17370 118.06 0 192.38 0
TOP PANEL 93.36 1454.79 0 545.22 1 0
PANELA 192.93 267.02 0 573.30 2
PANELS 192.93 929.94 3 729.67 2
PANELC 192.93 797.46 0 1553.15 5
Up to 200' PANELD 192.93 316.53 0 390.89 0 Yes
(250') PANEL E 192.93 316.53 0 1 708.82 2
PANELF 192.93 1074.00 1 0 1 1469.76 1
END LOUVER 192.931117.31 5 1980.00 8
SIDE LOWER 192.93 911.08 4 854.75 3
CORNER POST 192.93 131.14 0 213.69 0
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 checked to reinforce unit panels as needed.They shall be spaced evenly throughout the panel bottom part,validating that the screw joins the panel with the supporting
element. Screw sizes. quantities on panel. and panel characteristics are according to client's description. Thousand hours of ASTM B117 are required with zero red rust for any
additional screw. ENGINEERING EXPRESS® 160 SW 12`"AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 4
(954)354-0660 ENGINEER]NGEXPRESS.COM
MODEL.CABINET AND DIMENSIONS
. Goodman Cab. Goodman Cab.
Goodman Cab
Model No. Model No. Model No.
GPG1624"'M41" M2 GPC1536H41" H1 GPH1530M41" M1
GPG1630"'M41" M2 GPC1542H41" H1 GPH1536M41" M1
GPG1636"'M41'• M2 GPC1548H41" H2 GPH1542M41'• M2
GPG1642"•M41" M4 GPC15601-141" H2 GPH1548M41" M2
GPG1648'**M41" M4 GPH14241-141" H3 GPH1560M41" M2
GPC1424H41(C,D,E)' H1 GPH14301-141" H3 GPH16241041•' M2
GPC1430H41(C,D,E)- H1 GPH1436H41" H4 GPH1630M41'• M2
GPC1436H41" H1 GPH1442H41" H4 GPH1636M41" M2
GPC1442H41• H2 GPH1448H41" H4 GPH1642M41" M4
GPC1442H41' H1 GPH14601-141" H4 GPH1648M41" M4
GPC 1448H4I H3 GPH1624H41" H3 GPG1424"'M41" Mt
GPC1448H41" H2 GPH1630H41'- H3 GPG1430*"M41" M1
GPC1460H41' H3 GPH1636H41" H4 GPG1436'**M41" M1
GPC1460H41. H2 GPH1642H41" H4 GPG1442"'M41" M1
GPC1424M41" M2 GPH1648H41" H4 GPG1448"'M41" M3
GPC1430M41" M2 GPH1424M41" M2 GPG1460'"M41" M3
GPC1436M41" M2 GPH1430M41'- M2 GPG1524"'M41" M2
GPC1442M41" M2 GPH1436M41" M2 GPG1530"'M41" M2
GPC1448M41" M4 GPH1442M41" M2 GPG1536"'M41" M2
GPC146OM41.. M4 GPH1448M41" M4 GPG1542'•'M41" M4
GPC1524H41" H1 GPH1460M41" M4 GPG1548"'M41" M4
GPC1530H41'* H1 GPH1524M41" M1 GPG1560"'M41" M4
•
'Goodman nomenclature for models
`D. w o
W -
% Cabinet (ID) (w) H in webs)eight
✓�
H1 33 66 30.50 300 to 350
�+ H2 33 66 35.50 360 to 370
H3 1 33 fib 38.50 315 to 375
H4 34 fib 35.00 375 to 405
H
✓,. '
1 51 47 32.50 380 to 420
Lit. ' ,4 III I(�;I%'j�Cabinet H Cabinet M M
M2 51 47 34.75 376 to 495
M3 51 47 40.00 449 to 453
M4 51 47 42.75 475 to 496
sf.
End Louver iy •� �l .
F Cf 1 F
pp 1►`'
Side Louver
1 Top Top
Side Lower _ ;t 4•_ i
JA
El
�9DIICA
• /� End Louver
Models GPG1424,GPG1448,GPG1536,GPG1560,GPC1442H41",GP1014481-141 GPC1460H41'•,
GPH1460H41"were analyzed,any discrepancy with panel distribution is the manufacturers responsibility.
LIMITATIONS S CONDITIONS OF USE:
1Jsc CI this p,Cdutl 11,01 be,..Sir cl a_cudan.e r'•h this TER aS nC;EC herein The sicporiing 11,:51 EuuClurE 51.all be Cesigned It:resist all Euper:mpoEed 1Oa05 as cielE+rnned by DI'K 5 p a Site SPEC f c oasis a:
to NOME-.t;Va Aull' nl.HTt9rF Jl✓IS^r'llo' Host'Ilr:cll E crindr;rcnE %^-h are nGl scccurlted to,rr'i",s prdducl s respecitie anC'•cr sch?,Y,rl.that dr-of 5lOned cr a 5'IE-srrecInC bass tr a regswec
r'IE55Cr,a'Er{inEkl NC E a ual'C, is c`fs-er'c:Ire hcsl Surp(•'hnc slr.,tlwls bf use C-f Iters dccurr*r;; AcluS;rrienl racle'E nc1Eo here.",a'14 the a.pllCatlE CodisS must tis cons,de,ed ,he-t ap o cEble Al
:fp0'Dnd CfnW.'e'.'s:.tr_I %<re•fflarenlll,rslEllCG shad bis prolfcte.aca-I:E;Mi Cs'or ccni, ,rat,] antl over SuCh Damage at all t-iss FaslenerE must rene',als this sufpomrg mknlbH5 5och It-al IN.
r,l!'length Cf 1`.S ll',ease,ro'hcn is eak,oeec•'P„r the ma,rnemt-er f ll anchC•s SCI e••.s EharE Clrrs antl allaChrle,):part can to suos:rlutcd fcr a ut,altn;inir15 as rcr,g as 1�',e Car'aUtlt-S Cr 11.E E4'Jr.Facr.l
L•
(e' n,E er.ral Ors ICE' U::1 rn1Ey„t,rs^.d r"En0:"1'.rr he e.-e, this 1 EF ce'Vits vegarcIEEE Thrs E at 31,cI dces not Otter any evatuat'Gn IL meet large m's!k'rllracl oetr s requ•te -e'IE 1110`J'CaJ'are
.r lE4t'"EJ"+11'.;jpE CI f't^Uel 4r1 CI the alai reSrsnny C,ter iei Cane 1! Ind,' '.uatlT meEl c ELCeE'lhSir Capacll.Io r<srsl Ilae oesign vires Ica,'!a5 staled rl the Calllllal,Or15 a5 re0l.--It:this F-.rde a)r'-J,1C
'i/;E$,.III E e'GI , O,rt lc 1!•a h.,',cIH�'+na:e nalu,e c!l'•Es=1' IS d'Sl f+ri'on V.C.,deplecUor Ca,,nA be accurately E':alualed but -Mr,CraphracT arllcn d eyiemal ccinrcn6ms a J init'r Z!,s"rlel.e s pre
:.E Iln.1 has 1 Cafa.l It I','IarY Itis-e I-ICef .rill(r.a rdu::!kt%-nal r ar's be,r conlatr.En Visa )insr Ecl,orl• du11n4 EdurC'knl mau'.IE''anCE O'after a ran{d'Ic— all srre••s Cat-&I C Done.I_
S ar,C hC 1 CII: 5'rdf• ;i,. ..F.rr• - ,-.he rr ,r-r.11 E 4 r CC nVa•IW oema�E'J Cn-rel t-mr, +tL' If E Cn�ocEr t+�rcn sCr E:”c'E rrq•t.71L sl an hr ..ace;It or , rnClin ':•Iw„I 1 If
.rr•ona.1•I'.'.I:T.0
ENGINEERING EXPRESSO 160 SW 12T"AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 5
(954)354-0660 ENGINEERINGEXPRESS.COM