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Certificate ®f Product Ratings
AHRI Certified Reference Number:9503766 Date:11-11-2019 Model Status:Active
AHRI Type:RCU-A-CB
Series:14 SEER N SERIES R410A AC
Outdoor Unit Brand Name:TEMPSTAR
Outdoor Unit Model Number (Condenser or Single Package):NXA430(A,G)KC**
Indoor Unit Model Number(Evaporator and/or Air Handier):FEM4P30**AL
Region: Southeast and North(AL,AR,DC,DE,FL,GA,HI,KY,LA,MD,MS,NC,OK,SC,TN,TX,VA,AK,CO,CT,ID,IL,
IA,IN,KS,MA,ME,MI,MN,MO,MT,ND,NE,NH,NJ,NY,OH,OR,PA,RI,SD,UT,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 manufacturerof this TEMPSTAR product is responsiblefor the rating,of this system combination.
Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Add_enda_1 and 2,Performance Rating of Unitary
Air-Conditioning)&.Air-Source Heat-Pump Equipment and.subject tda
rting accuracy by�AHRI-sponsored;independent tird,party testing:
- i r fii i
Cooling Capacity(A2)=.Single or High Stage(951)e btu
h':28200 1 s J f
a
SEER 14.00
EER(A2)-Single�or High Stage(95F) 12.00
i
f"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 accompanied by WAS indicate an involuntary re-rate. The new Dublished rating is shown along with the previous(i.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 fisted on this Certificate.Certified ratings are valid only for models and configurations listed in the
directory at www.abridirectory.oM
TERMS AND CONDITIONS .j
This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for Individual,personal and JUM
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-CONDMONING,HEATING,
CERTIFICATE VERIFICATION &REFRIGERATION INSTfruTE
The information forthe model cited on this certificate can be verified at www.ahridlrectory.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 -
02019Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 132179734174535494.
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Product Approval
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Product Approval Menu >Product or Application Search >Application List>Appl'icatlon Detail
FL# FL14239-114
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer BMP International Inc.
Address/Phone/Email 4710 28th Street N
St. Petersburg, FL 33714
(727) 458-0544
benmeng8@yahoo.com
Authorized Signature Xianbin Meng
benmeng8@yahoo.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Anchors
Compliance Method Evaluation Report from a Florida Registered Archin
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E.
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Troy Bishop, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL14239 R4 COT Indel2.Wff
Raferonm &andaru and Year(Qf§tandarg) Surd
ASTM D1761-88
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
EL14239 R4 Eouiv Eauiv.p_df
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/09/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/20/2017
Date Approved 10/10/2017
Summary of Products
FL# Model, Number or Name Description
14239.1 Slotted Steel Tie-Down Clips, 1"and Steel Tie-Down Clip System (For Use wl
2"Models Roof or Grade)
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL14239 R4 II Dwq.pdf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. OC
Impact Resistant: N/A Created by Independent Third Party: Y
Design Pressure: N/A Evaluation Reports
Other:This design provides allowable capacities for the EL14239 R4 AE Evai.odf
system. The required site-specific design pressure (demand) Created by Independent Third Party: Y
shall be calculated by others for use with this design.
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Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibfllty Stati
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please conte
to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide t
address if they have one.The emalls provided may be used for official communication with the licensee.However email address
not wish to supply a personal address,please provide the Department with an email address which can be made available to tt
are a licensee under Chapter 455,F.S.,please crick here.
Product Approval Accepts:
®®®® ®
•SecurityMetrics Credit Card Safe'
�``a ■ . R .T. ENGINEERING EXPRE85®
WV_ PRODUCT EVALUATION REPORT
ENGINEERING EXPRESS® EXPERT
PRODUCT EVALUATION REPORT
August 1,2017
Application Number: FL#14239.1-R4
FLB Project Number: 15-2378
Product Manufacturer: BMP International
Manufacturer Address: 4710 28th Street North
St. Petersburg, FL 33714
Product Name: Slotted Steel Tie-Down Clips, 1"and 2"Models
Product Description: Steel Tie-Down Clip System(For Use with Mechanical Units at Roof or Grade)
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Community Affairs(Florida Building Commission)Rule Chapter 61G20-3.005, F.A.C.,for
statewide acceptance per Method 1(d).The product noted above has been tested and/or evaluated as
summarized herein to show compliance with the Florida Building Code Sixth Edition(2017)and is,for the
purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be
required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
• PRODUCT EVALUATION DOCUMENTS
FLB drawing#15-2378 titled uMechanical Unit Steel Tie-Down Clip:At-Grade and Roof-Top Mounted
Applications", sheets 1-5, prepared by Engineering Express,signed&sealed by Frank L. Bennardo, P.E.
is an integral part of this Evaluation Report.
• TEST REPORTS
Ultimate test loading structural performance has been tested in accordance with ASTM D1761-88 test
standards per test report(s)#TEL 01970387A and#TEL 019703878 by Testing Evaluation Labor�t4(i��s�,�r /
Inc.Signed and Sealed by Lyndon F.Schmidt, P.E
• STRUCTURAL ENGINEERING CALCULATIONS Raised Engineer'st� Valgst$iFsF
Structural engineering calculations have been prepared which Pa _ _ r 2 FE0046 9
evaluate the product based on comparative and/or rational AUG
1 UG ii@� _ h
analysis to.qualify the following design criteria: M _ G. �
-1. Minimum Allowable Unit Width
2. Maximum Allowable Unit Heighto
3. Minimum Unit Weight Frank L. Bennar coR`v
#PE0046549 C ,4889a......
4. Maximum Allowable Unit Surface Area
5. Clip Configuration and Anchor Spacing
6. Anchor Capacity for Various Substrates
7. Maximum allowable roof-top heights for various installation wind speeds
160 SW .12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGExPRESS.COM
Y.1PNOgDf6tISt1T0ARlWmlENT1 WNClP-M-UPDATE RlW"fiN FiDNmAB GPpOJECT1WMll fpD IL9ATE116ilipDEYKFLHaY.1DDD
RMWENGINEERING 8/01/2017
EXPRESS®
BMP Intemational—Steel Tie Down Clips Page 2 of 2
No 33%increase in allowable stress has been used in the design of this product.
Impact Resistance:
Not applicable to this product.
Wind Load Resistance
This product has been designed to resist wind loads as indicated in the design schedule(s)on the Product
Evaluation Document(i.e.engineering drawing).
Installation
The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e.
engineering drawing), along with all components noted therein.
The product components shall be of the material specked in the Product Evaluation Document(i.e.
engineering drawing).
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with the Product Evaluation Document(i.e.engineering
drawing)as noted herein.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in this product's respective anchor schedule. Host structure conditions.which are not accounted for
in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered
professional engineer.
All components which are permanently installed shall be protected against corrosion, contamination, and
other such damage at all times.
This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ).
160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
WROJECT6U6]]TARKWIERVEDOWN MM-M-UPDATE M14=FOR N14 FlOF9A DAIO MWPUDI/MUPDATE1163-T VALfL1DOC
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ENGINEERING
EXPRESSO
August 1,2017
Florida Department of Business and Professional Regulation
1940 North Monroe Street
Tallahassee,FL 32399
Regarding: FL14239.1 "Steel Tiedown Clips for use with Mechanical Units"
BMP International,Inc.
4710 28th Street N
St.Petersburg,FL-33714
To Whom.It May Concern:
Please be advised that the below-signed engineer does not have nor will acquire a
financial interest in the company manufacturing or distributing the product(s) for which an
evaluation report or validation certification has been or will be prepared, as referenced above.
This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted
above and does not have any financial interest in any other entity involved in the approval
process,of the above-noted product(s).
Respectfully, ENS '
r. O
Al 1 lL , No pF0046549 =
14/
Frank L. Bennardo,P.E. O '.• STATE OF '\
�.
T FLOR10,• ' C�
Frank L.Bennardo,P.E.,Inc:, F ��
FL PE 0046549 ��ssi O N A-
Cert of Auth#9885
160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
.PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
V1PRD.ECT6RAQJ)0 M RANDIER TED NDlID-M-D TE PL14=FM"14 P�B DFROJECIIWP1T0WW YPDATSI&"NUNDEPFLIWO
ENGINEERING
EXPRESS°
August 1,2017
Florida Department of Business and Professional Regulation
1940 North Monroe Street
Tallahassee,FL 32399
Regarding: FL14239.1 "Steel Tiedown Clips for use with Mechanical Units"
BMP International,Inc.
4710 28th Street N
St.Petersburg,FL—33714
EX Drawing: 15-2378
To Whom It May Concern:
This office has reviewed test reports showing structural performance of the above-noted
product. These test reports pertain to testing performed in accordance with ASTM D 1761-88
(2000) "Standard Test Methods for Mechanical Fasteners in Wood." This standard has not been
adopted in the Florida Building Code Sixth Edition(2017) for use in the HVHZ zone,but for the
purposes of the above product evaluation the aforementioned standard serves as an applicable
test method in accordance with ASTM D 1761-06 for the purpose of determining structural
performance of this product.
BEN/V
Respectfully, \'��ENs�' 'Qp
O
No pep046549 .�
AUG = *
w
• F
a
Frank L.Bennar P.E.
Frank L.Bernardo,P.E.,Incri, F •' '•• �
FL PE 0046549
Cert of Auth#9885
160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
EN GIN EERINGEXPRESS.COM
VVROIECTb110.2]18A6INANULENTMDOW N CUPS-FIA-UPDATEFLIM)FORM14 FLOFMABIDO C?ROX-"PU01>FBC{ROATEtlbp>CBEOUNSII4—c
BMP INTERNATIONAL, INC.
MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE&ROOF-TOP MOUNTED APPLICATIONS �7
a -I 75LB MIN,WEGNI, DESIGN NOTES: =o`•. w
pp I MECHANICAL UNIT THIS PRODUCT HAS BEEN DEIGNED IN AcmRDANCE CORN ASCE 7-10 ANO FLORIDA��((�I T Epp:•_`
7 I PER SEPARATE BUILDING CODE 3017(6TH EDITION)FOR USE WITHIN AND OUTSIDE ME HIGH VELOCSW- F( Al
CERTIFICATION,TYP. HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DEIGN SCHEDULES.THE DES164, �p4�jJWO.
CRITERIA USD TO CALQRATE THE AUOWABLE ROOF-TOP HEIGHTS CONSIDERS FEC u�
I SECTION 1609.8 FOR NON-HVHZ AND SECTION 1630.6 FOR HVHZ B ASCE 7 SECTION 39.4.1 R
TCENTER OF GRAVITY - I MAIN STALLATIONS AT GRADE(Gq)L_-1.90 WITHIN THE HVHZ 9 OUTSIDE THE W O-S
ASSUMEDTO ACTATTE I NYHZ,(GG -1.5 FORALL D(31TIDN5(WNNRRENU.ALLORIER DEIGN VARUBLES Zin� E>U
GDMETRIC CENTER OF THE 14 I ARE IN AC ONCE WITH ASCE 7-10 CHAPTERS 36 939.ME HEIGHTS LLSID M ME U G
MECHANICAL UNR. �� SEE DESIGN DESIGN SCHEDULES WITH NEGHf OFMEBUIDIIG.THIS uyO Dg
MEC7IANICAL UNIT MUST BE Uw 1 10ENTEROF SCHEDULE FOR PRO APPROVALALIDW$FOR EACH UNRTO BE INSTALLED ON AMATIMUM 30'TAU. Z = '6
SQUARE OR OR RERANGUUIR, I GRAVITY.• NAXIMUM SURFACE A/CSTAND(CERMTCATONBYOTHMS)ONTDPOFTHEHEIGHTSLISTEDINTHEDESIGN W
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SCHEDULES.
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NO IRREGULAR SHAPES. �\ PAREA RESSURE,
DESIGN N C �
o GENERAL NOTES' Mw
Ew - STEEL TIEDOWN CLIPS.
9 1 Z SEE DETAIL 1/3 9 3/3 1. N033-1/3 INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DEIGN OF THIS
G FOR CLIP INFORMATION, mow•
d - 3 TMP. 2. DEIGN 15 lU15ED ON CLlEFIf PROVIDED PROOUCI AND DIE SHEETS FROM TEST $
E _ REPORTS OVS 387A ST
0197Da 0197038M BY TESTING EVANUTION LABORATORIES, U E:1
3 - INC..NO SUBSfRVTIONS WITHOUT WRITTEN APPROVAL BYMIS ENGINEERSHALL BE
PERMITTED. Z g
3'MAX P MAX j 3. KAOGMUUMCONFORM&MINIMUM DIM SIONS AN NEREINUM WEIGH MECHANICAL SPECIFICATIONS
UMTS KALL ~
i ry(jDjg1
7YP. -�• (CLEAR SPACE,TONNAGE,ETC)SHALL BE AS PER MANUFACTURER RECOMMENDATIONS J
/ Y AND APEME EXPRESS RESIONSIBIIRY OF THE CONTRACiDR ^ _
HOST STRUCTURE DESIGN/ 4. FASTENERS TO BE*12 X 3;'OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE Op
Jy/ -�� :' TAPCOHS REFERRED TO HEREIN SMALL BE ITW BUIDEX BRAND,CARBON SEE$ONLY, 0 2 d w
BY OTHERS.SEE
FOR INSTALLD703000 PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR F b G
ALLOWABLE SUBSTRATE 3,MAX - �� TO
PREY i EI.ALL
FASTENERS SMALL HAVE APPROPRIATE CORROSION PROTECTION GI
J rfF-
S.
ALL STEN CUPS SHALL BE ASTM A283 STEEL(GRADE D)WITH F"33 KSI OR BETTER. Q FM F
3•
MAN Te\N \ON ALL STEEL MEMBERS SMALL BE PROTECTED AGAINST CORROSION WRIT AN APPROVED Z �. F
MECHANICAL UNIT TM' �sE�° COAT OF wR ALLENAMEL
STARL I°TMNSTTAA1un0ONS PROTECRON.G90-MTID ODA73NG w
g 1 TIE-DOWN ISOMETRIC 6. ALL CONCRETE SPECIIM HEREIN IS NOT PART OF THIS CERTIFICATION.AS A MINIMUM,
TYPE OF CUP AND NUMBER OF CUPS ALL CONCRETE SMALL BE STRUCTURAL CONCRETE 4'MIN.THICK AND SHALL HAVE GI
ISOMETRIC \-I''- - MINIMUM COMPRESSIVE STRENGTH OF 3000 PST,UNLESS NOTED OTHERWISE
C H
M PER CORNER WILL VARY PER
7 CONNECTION TYPES C1-C4 ON SMEEf 2 7. MECONTRAQ00.IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM O155MIAR
MATERNLS M PREVENT ELECTROLYSIS. Q, B
4' S. BECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED 9 INSTALLED BY OTHERS'
F
TIE-DOWN CLIP DIRECTIVE EXAMPLE 9. SMALL BE VERIMIUACY OFA By EXI
ONSITING E
DESIGN
P TO WSIONITHS AND5UPERIMPOSDDADS G
SHALL BE VEIUFlD BY THE ONSffE DEIGN P0.0FESIONAL AND IS NOT INQUDDIN m y
(THE FOLLOWING EXAMPLE ILLOSTMTE THE PROGFDURE USED M DETERMINE THE MAXIONM ALLOWABLE ROOFTOP INSTALLATION HEGM,H,DR ANY GWEN THIS CERIIFIGTION.RCEPT AS EAPRESSLY PROVIDED HEREIN,NO ADDITIONAL Yi
CERTIFICATIONS ORAFFIRMATIONS ARE INFENDED.
MECHANICAL UNITTMAT CONFORMS TO THE DIMENSION RESTPICRON$AND DESIGN OtRDU LISTED HEREIN.SEE SHEETS FS FOR DESIGN SCHEDUHS.) 10.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOE NOT PROVIDE INFORMATION FOR '
A SPECIFIC SITE.FOR SITE CONOMOM DIFFERENT FROM TME CONDITIONS DE MLD
MECHANICAL UNIT CRITERIA: HEREIN,A LICENSED ENGINEER OR REGISTERED ARCMIfER SMALL PREARE SITE aA
CONSIDER ME MSTAWTON OF(1)MECHILNICAL UNR WIM ME FOLLOWING CRTIEIW- SPECIFICDOCUMENTS FOR USE IN CON)UNCTONWITHMIS DOQIMEM, p I�
• Vult-170 MIH,IXP09IRE T3' 11.WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY ■9 4 M q 7777
• 48'TALL•48•DEEP A 48'WIDE,100 D(WEIGHI AS VEIED BY OTHERS) OF THE INSTALLING CONTRACTOR CONTRACTOR SMALL ENSURE THAT ANY REMOVED UCKOC ��
• TNSTALIM N 3000 PSI MIN CONCRETE WIM(1)-Y CUP AT EACH CORNER OF UNIT(TOTAL OF(4)CUPS) OR A17EREE)WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND po
PROCEDURE: INSTALLATION OF STRIICNRE PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE 5
PE MNSWLE FOR ANY WATERPROOFING OR UAKAGE ISSUE WHICH MAY OCCUR AS
Ie WATER-TGHMES SHALL BE THE FILL RESPONSWILM OF TME I STARING
d5 PROCEDUREST RESULT CONTRACTOR N
1 DETERMINE TME CONNECTION TYPE BASED ON ME DIAGRAMS ON SHEET Z CONNECTION TYPE 3 12.FOR AN EXPLANATION OF EXPOSURE CATEGORIES MAT ACCOMPANYTHE VVIt WINO
SPEEDS USED IN THIS APPROVAL.SEE SECTION 26.7.3 OF ASCE 7-10. e
3 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VW[-170 MPH,EXPOSURE W.ME DESIGN 6
CRITERIA CORRESPONDS TO TABLE 5 tCatt>
3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE MWN.LED 48148'-16FT' rL @!e SIA
THE UNIT HEIGHT OF 40'IS EQUAL TO TIE MAXIMUM ALLOWABLE HEIGHT OF48'. lDT1OIfIWRLBLWDOPL
4 CHECK MAXIMUMUNRNEGHTRESTICTIOH MDTMLMMODUOTAPPROVAEALLOWSMEUNITT00EO6TA7LEDON7DP 15-2378
OFANAICSTANDTN.4T M A MAXDYUM30-TALL MANAICMMOM D
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9 5 CHl3](mm MUMUHRWIDAMmILTON UNIT MOMLS 48'WHIM IS GREATER MAW THE MINIMUM ALLOWABLE WIDTH OF 24' Pte'-1
6
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ME ALLOWABLE ROOF-TOP HEIGHT OF INSTALLATION INSTAON THTSUNR FUYBEINSTALLEDATROOFHEGHTSLSSMANOREQUALTDISR. ars
SEE(•)ON TABLE 5 FORME NUMERICAL VALUE OF TOS DESIGN OGMPIE
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ANCHOR SCHEDULE: ,
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�' �`\•,\ - \•�\\ 1"CLIPS 2"CLIPS 4�• Nd
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RW BUILDE%TAFWN. RW Bl11LOE%1=1 � :• `�
?w CONCIEIE: ?y'FULL EMB®TO CONCRETE: 2y'FULLEMBED TO"' �'.
O In C (4-THICK MIN, CONCRETE,3)6'MIN. (4'TXI[%MIN, CONCRETE.3)P MIN. i
3000 PSI MIN.) EDGE DISTANCE,3�'MIN. 3000 P52 MIN.) EDGE DISTANCE,3%'MW.
SPACINGTOANY SPACINGTOANY &ID F5
AWA[tM ANCHOR. ADIACTM ANCHOR Z� `QW
�/ Y- (II't145AE GRADES 45AEGRADES �L ¢yilml _
AWMINUH: ALUMINUM: g pq
(0.125'MIN. SHEET METAL 5[AEW TO (0.125'MIN.
SHEET METAL SCREWSTO W LL4YYI ti 9 i"
TIIICN,6061-TIS AW MINUM,PROVIDE(5) �M 6061-T6 ALUMINUM,PROVIDE(5) W S'
3 MAX MIN.ALUM
PITCHES
MIN.PAST MIN.ALUMINUM) PINCHES MIN.PAST
' 1'CUPS ` '-- IYP. 1'CLIPS
.. ) THREAD HANE THRFAO NAVE N W
..
W
7YP.
STEEL,\�.�, / I0..2 NIN. SHEET METAL SCREW TO I0.L25'MIN. SHEET METAL SCREWS TO
(1)-AI4SAEGRADES STEEL:
THICK,33 K51 STEEL,PROVIDE(5) THICK,33 KS] STEEL,PRCNIDE(5) Q�
\ �.;.• 3'MAX 3,MA)( :)P MIN.
STEEL) PITCHES MIN.PAST IN.STEEL) PIIOtB MIN.PAST U
\\ �. TYP..�3N1tA IYP. �' THREAD MANE THREAD HANE
1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APNICABLE J
- / ✓ .= 2. ENSURE MINIMUM EWE DISTANCE AS NOTED IN ANCHOR SCHEDUM
3. SEE DETAILS ON SMEET 3 MR ANCHORS ATTACHBNG TO MEOIANICAL UNIT. Q
cl n CONNECTION TYPE Cl CONNECTION TYPE C2 Z n
1'CLIP-UTILIZE(1)AT EACH CORNER FOR ATOTAL OF(4)PER UNIT 0 TL w F S
1'NP-UELIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNE
UNIT WIDTH z
TOTAR t7 6'MAX 6'MAX
CUP OFFSET CUP PAIR SPACIN CLIP OFFSET py ga
d Lc F�
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I 3-TYP MECHANICAL m
{--}-CLIP-CLLP UNIT PER
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aaals
3•MAX ®00�� 6e
F ,•. 2'USPS .. _ - TYP. j how
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`-� TP. OF UNIT FOR A TOTAL OFRd3 �
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OloNI10RRRKLBNA�OPE
CONNECTION TYPE C3 s ALTERNATE 8 CLIP DETAIL 15-2378
C3 2'CUPS UfILRE(1)AT EACH CORNER FORA TOTAL OF(41 PER NET CONNECTION TYPE C4 N.T.S. PLAN VIEW '
2'CLIPS-UTILIZE(2)AT EACH CORNER FOR ATOTAL OF(8)PER UNE 3
THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC
PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE(2) Ery
CLIPS AT EACH CORNER FORA TOTAL OF(8)USPS PER
UNE.
rHw+n�aFnwnDD v.e.
tvtawAST9 t,.�"C;
-FORAMYNP nnnittl I
LONGER THAN IO'
MECHANICAL UNIT BY OTHERS.ALUMINUM
0.19' UTILIZE(5)-012 SAE
.19 GRADE 5 SHEET HOUSING UNITS SHALL BE 6063-T6 MIN. :`cy.;yL0EN8F
METAL SCREWS, ET ALUMINUM SHEET WITH Fty.30 KSI,0.125•
MIN.THICKNESS,STEEL HOUSING UNITS (3)-012 SIZE GRADE 5 SHEET `k No PE004654
os
THICK SHALL BE ASTM A657%.33K9!MIN. METAL SCREWS Po0.NPS UP TO -
ASTM A283 Q STEEL,GRADE 33,22GA MIN.(t-0.0299'). 5'LONG.UTILIZE(5)412 SHEET
F STEEL,TYP. METALSCREWS FORNPS -H
g OO / - LONGER THAN S.PROVIDE(5j �'O -
o z / PITCHES MIN.PAST THREAD PLANE STATE OF n i
, �T`• G Q
e (3)-/12 SAE GRADE 5 V' p Q ,b,s 0.068'THIIXASRA FOR EACH SMS,TYP. :��.•:FtOR10P.• y
'81 SHEET METAL SCREWS 2~ its .•...
NPS UP 7O S' o 00 A287 STEEL NP,TYP
FOR . ANCHOR PER S/ONA� 111 py=
LONG.UTILIZE(5)-I12 BASE OF UNITSHALL / ANCHOR �yTAlll IIIIIRL
SHEET METAL SCREWSQ BE FLUSH WITH
BASE 3/B• SCHEDULE ul (yg 5
FOR CLIPS LONGER OF NP,NO SPACE Z y
THAN 5.7YP PERMITTED,TYP. i% WW pg}
Y.'O HOLE.WITH w w 9"pppp
ANCHOR FROM 1• / /' SUBSTRATE PER
0.7 NP ANCHSCHEDULE,
T ANCHOR H W uuulllTY
E SCHEDULE,TYP.3Z /.' j., SCHEDULE OW(OTHER ;/./ (VARIES) 0 •.
DIMENSIONS
gr 0.375" y0o SIMILAR) 1"TIE-DOWN CLIP
y 3 ANCHOR DETAIL
1 1"CLIP ISOMETRIC DETAIL 3 3'.r-0' DETAIL Z
3 N.T.S. ISOMETRIC H
NP IS DESIGNED FOR FULL
Y CONTACT WITH THE BASE OF EACH J
MECHANICAL UNIT,TYP. Q n G
ods
0.125•
MECHANICAL UNIT BY OTHERS.ALUMINUM w
D? F
HOUSING UNITS SHALL BE 6063-T6 MIN. `LIALUMINUM SHEET WITH ` R
R MIN.THICKNESS STEEL HOUSING UNITS (3)•t12 SAE GRADE S SHEET G P Z
0.072.OR as SHALL BE ASTM A653 FT-33K51 MIN. METAL SCREWS PoR CLIPS 4' Lam. 0
0.113'THICK '2
ASTM A283 STEE4 GRADE 33,22GA MIN.(t.0.0299') LONG.UTILIZE(4)-012 SHEET
� METAL SCREWS FOR NPS a
V.
V. m (3)-t 12 SAE GRADE � LONGER THAN A•.PROVIDE(5) F
SHEET METAL SCREWS PITCHES MIN.PAST THREAD PLANE G
FOR NPS 4'LANG. 0.072'OR 0.113' j, FOR EACH SMS,TYP. m
3 UTILIZE(9)-022 SHEET THICK ASTM A283
G UPS SCREWS FOR STEEL CUP,TYP.
BASE OF UNIT SMALL / (1)OR(2)ANCHORS a_
g NPS LONGER THAN 4, ,, PER ANCHOR yy
TYP. BE FLUSH W[TH BASE i%i 3/8�SCHEDULE
OF CUP,NO SPACE 9
PERMITTED.TYP.
WO HOLES,NOT TO )1 a F a
4p BE USED FOR // �z''SUBSTRATE PER R J Ci
ANCHORS,TYP. - �� /ANCHOR F 0
SCHEDULE
.375 �'<_.!/! (VARIES)
0.75 .00'\� 2"TIE-DOWN CLIP
/ 0,50• ®ANCHOR DETAILi���
.so, D.sa• 3 3•-"0' DETAIL cwm.mxaLlewlmarA
FACTORY-MILLED 31'0 HOLES) yMSp•. 0 CONTACT DESIGNED
BASE OF EACH 15-2378
y UTILIZE(1)OR(2)ANCHORS ib" y0 ACTMECWITH
THE SAS
FROM 2'NP AN01OR PA®osalmmw
2SCHEDULE,
2"CLIP ISOMETRIC DETAIL
0.50'
5 3 N.T.S. ISOMETRIC "JI
4FAN4RW,�E
��:'\1GEN !ZD
TABLE 1:VuIt=175 MPH,EXPOSURE C TABLE 2:vult=vs MPH,EXPOSURE D LL. No PF0046549_- -
(FOR USE WITH A RISK CATEGORY It STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') (FOR USE WAIL A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANEZONE') -*
p
--TO Mn
ALLOWABLE ROOFTOP HEIGHT
p (HI ALLOWABLE ROOFTOP :AO.• STATE OF
HflGMT D)
TIEOWN CONFIGURATION TYPE TIE-DOWN CONFIGURATIONTYPE
Z
MAXI
UM MAXIMUM
SURFACEMARFA OF UNIT UNIT SURFACEAREAOF UNR UNIT �'SS/ NAL Z ii2ll�f
UNITSLARGEST HEIGHT WIDTH Cl C2 tl UNITS LARGEST HEIGHT WIDTH Cl C2 tl 04
FACE FACE 1UU
6FP j-AX ---1IN N/A HS 300 FT ATGRADE HS2DO FT 6FT' 24"MAK 12'MIN' N/A H540 FT ATGRADE H5200 FT Z
p41
9 FT' N/A NS15 FT ATGRADE MSI00 FT 9FT' 32'MA% 15'MW N/A ATGRAOE NIA N5100 FT W .niW gQ
4 FT' AT GRADE HS 20D FT H520OFF HS200FT 4FT' I ATGRADE H52DDFT H516OFT HS200 FT
6F7' N/A H:=OFT H530 FT H9200 FT 6FT' N/A H5200 FT ATGRADE H5200 FT W m
9 FT' N/A H540 FT ATGRADE HS200 FT 9FT' 48'MAX 24'MIN' N/A HS15FT AT GRADE HS20D FT
I1FI' N/A ATGRADE N/A N5200 FT 32FT' N/A AT GRADE N(A H5140FT
16FVN/A ATGRAOE N/A HS 60 FT 16FT' WA N/A N/A HS 15 FT
20F _ N/A _ AT GRADE WAHS60FT 20 FT' N/A N/A N/A H530FT25 FT' N/A N/A N/A HS15 FT 25WA N/A N/A AT GRADE
60'NW( 48'MIN 30FT' N/A N/A N/A ATGRADE 30 FT' WA N/A N/A ATGRADEFT' N/A NIA N/A ATGRADE 36 FT' NIA N/A N/A N/A z 47
'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWAPD AND 'THISTABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROINARD AND
MIAMI-DADE COUNTIES.CHECK WITH LOCALAUTHORRYHAVINGIURISDICTION FOR THE APPUCABILHY MIAMI-DADE COUNTIES.CHECK WITH LOCALAUTHORITY HAYING JURISDICTION FOR THEAPPLICABILJTY J
OF THIS TABLE WITHIN CERTAIN FLORIDACOUNTLES. OF THIS TABLE WITHIN CERTAIN FLORIDACOUNTIES. Q ^� O
Z C
p TABLE 3:vult=170 MPH,EXPOSURE C TABLE 4:vult=170 MPH,EXPOSURE D '
p (FOR USEWITHARISRCATEGORY IISTRUCTURP) (FOR USE WITH A RISKCATEGORY It STRUCTURE') 8
"J a F
ALLOWABLE INSTALLATION ROOF HEIGHT ALLOWABLE INSTAllATION ROOF HEIGHT m
TIE-DOWN CONF16URATION TYPE TIE-DOWN CONFIGURATION TYPE
MAXIMUM
SURFACEAREAOF UNITSURFACE
MA%IMUM UNIT SUAFAC MlM OF UNITUNITCI C2 tl C4 Cl
k UNITSLARGEST HEIGHT WIDTH LINKS LARGEST HEIGHT WIDTH
FACE FACE a F-
' 6R' 24 in 12 in WA 514D FT ATGRADE 5200 FT 6 T 241n 121n NIA >SO FT ATGRADE 5200 FT
9H' 321n 151. WA H515 FT ATGRADE 5200 FT 9ft 321n 15N N/A ATGRADE WA 5200 FT
4H' ATGRADE 5200 FT N/A 5200 FT 4 f ATGRAOE S 20 FT 5200 FT S20OFT
3 6H ATGRADE 520OFT H540 FT 5200 FT 6N N/A 5200 FT HS 15 FT 5200 FT
9fP 48'MAX 24'MIN WA >6OFT AT GRADE5200 FT 9(t' 48'MA% 24'MIN N/A HS15 Fi ATGRADE 5200 FT
12 ft' WA ATGRADE N/A 32WFT 12f1' N/A AT GRADE N/A 5100 FT
V3.
WA AT GRADE N/A SBIIFT Life N/A N/A WA H34OFT E
A ATGRADE N/A 51008 20 f1' N/A AT GRADE N/A H340 FfWA N/A N/A H530 FT Z5 R' NIA N/AN/AATEMAX48MIN NIA NIA AT GRADE 30 f1' 60'MAX 48'MIN NIA N/A NIA ATGRADE WA N/A N/A ATGRADE 36 ft- N/A I N/A N/A ATGRADE 155_2378
}� 'AS AN EXAMPLE,THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY.CHECKWITH LOCAL 'AS AN EXAMPLE,THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY.CHECKWLM LOCAL ,
AUTHORITY HAVING JURISDICTION FOR THEAPPUCABIUTY OF THISTABLE WITHIN CERTAIN FLORIDA COUNTIES. AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF TH6TABLE WITHIN CERTAIN FLORIDACOUNTIES
p5
R /a l
4 ►
K L BFNHM.O P.E
9 ..
654
7
STAT
9 TABLE 5:Vult=-140 MPH,EXPOSURE B TABLE 6:vult=140 MPH,EXPOSURE C �T Fko, V .
4' (FOR USE WITH A RISK CATEGORY 11 STRUCTURE) (FOR USE WITH A RISK CATEGORY 9 STRUCTURE) ��;cS ¢ B
S/ rt a
ALLOWABLE INSTALLATION ROOF HEIGHT ALLOWABIF INSTAHATION ROOF HEIGHT 1111 I M
s TIE-DOWN CONFIGURATIONTYPE TIE-DOWN CONFIGURATION TYPE ZQ a,=,
Qeo
G MAXIMUM MAXIMUM
�
SURFACE AREA OF UNIT UNR Cl C3 SURFACEAREAOF UNR UNR C1 C2 f3 C4 Z
UNITS LARGEST HEIGHT WIDTH UNIT'S LARGEST HEIGHT WIDTH uJ
FACE FAACE
fife 241. 121, IGRADE
S20OFT 5200 FT 6200 FT fife 241. 121. ATGRADE I 20 FT SBO FT 5200 FT NW
9 f 32 In 151. 52WFT >60 FT 5200 FT 9te 32 In 151n N/A 5180 FT HsIS FT 5200FT n
4f' 5200 FT 6200 FT 5200 FT Ott' SBO FT 5200 FT 5200 FT 5200 FT
j fifty 6200 FT S2DO FT 9200FT -6 fe AT GRADE 5200 FT 6200 FT s200FT
SFi Ifl 48'MAX 2-MIN .200FT 5130 FT 5200 FT 9fP 48'MA% 24,PAN ATGRADE 5200 FT Hs4OFT s200FT
6 12 fP 5200 FT H54OFT 5200 FT 12 FP N/A 5100 FT ATGRADE 5200 FT
S •
16 fP SBO FT HS 15 FT 5200 FT isle N/A HS 15 FT ATGRADE 5200 FT20 ft' 5300 FT HS 15 FT 5200 FT 20 fe N/A X530 FT ATGRADE 5200FTz25 ft' HS40FT ATGRADE 5200 FT 25 h' N/ApTGRADEATGRADE5200fT
EO'MA% 48'MIN fi0'MAX 48'MIN 30fe X115 FT ATGRADE 5200 FT 30N WA ATGRADE' N/A SBOFT
36ft WAT GRADE I AT GRADE 5130 FT 36 fP N/A AT GRADE N/A X530 FT Zp.
0
Q '��
tg
ce.
LLI Q
a Z o
9 CL
TABLE 7:vult=140 MPH,EXPOSURE D m
(FOR USE WNH A RISK CATEGORY II STRUCTURE)
>�. ALLOWABLE INSTALLATION ROOF HEIGHT _
TIE-DOWN CONFIGURATION TYPE
M
AXIMUM
UNIT UNIT Cl Q C4 1f
HEIGHT WIDTH 6�F D
q i
241nF4WMIN
N/A 5200 FT NS30 FT 5200 FT32In NIA 5100 FT ATGRADE 5200 FT9QHS40FT 5200 FT 5200FT S3DOFT It ATGRADE S200FT 1200 FT 5200 FT 48'MAX N/A 5200 FT HS15 FT 52wff- K�
12 fe N/A H540FT AT GRADE 5200 FT �I1K
20 fe N/A ATGRADE N/A 5200FT OAIORIRWtIiWtS41t
20 R' NIA ATGRADE ATGRADE 5300 FT
IS fe N)A ATGRADE N/A 5120 FT 15-2378
60'MAX
p 30 fe N/A NIA N/A HsdO FT -�
`E
3fi fP N/A WA N/A ATGRADE EA
_
'AS AN EXAMPLE,TH ESE TABLES ARE PERMISSIBLE TO BE USED WITHIN 75BREVARDCNTY.CHECK WON LOCAL AUTHORITY HAVING RIRISDICOON
FOR THE APPUOUCABILITY OF THLSTABIE WITHIN CERTAIN FLORIDA COUNTIES.
6
I