HomeMy WebLinkAboutProduct Approval BCIS Home ' Log In I User Registration ' Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us l BCT
Product Approval
1 USER: Pub0c User.
Product Approval Menu>Product'or Application Search>Application List>AppQcation Detafl ;
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 Archit.
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 12/31/2020
Validated By Troy Bishop, P.E.
s Validation Checklist- Hardcopy Received
Certificate of Independence' FL14239 R4 COI Indep.odf
Referenced Standard and"Year(of Standard) standard
ASTM D1761-88
Equivalence'of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14239 R4 Equiv Equiv.pdf
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 Dwg.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 FL14239 R4 AE Eval.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.
Back Next
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. :: Pr a Statement:: Accessibiki Stag
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 tF
are a ncensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
P_ISecurityMetrics Credit Card Safe;
® � LI"�� ENGINEERING EXPRESS®
.wPPRODUCT EVALUATION REPORT
ENIDINEERINO 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 T 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#16-2378 titled°Mechanical 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 01970387E by Testing Evaluation Laborrt4(3�s�,
Inc.Signed and Sealed by Lyndon.F.Schmidt, P.E
• STRUCTURAL ENGINEERING CALCULATIONS Raised Engineer' \/�Iw1ftsE '•Q�QO
Structural engineering calculations have been prepared which Pa _ r 2 PE0046 9
evaluate the product based on comparative and/or rational AUG� _ : * _
analysis to qualify the following design criteria:
1. Minimum Allowable Unit Width
2. Maximum Allowable Unit Height Frank L.Benna i� ° ••���
3. Minimum Unit Weight a•
G ,,��•aa8toa�.. G
_ 4. Maximum Allowable Unit Surface Area #PE0046549 8&a..••'`iS'
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 3344.2
PHONE: (954) 354-0660 - FAX: (954) 354-0.443
` ENGINEERINGEXPRESS.COM
• cmwnuaxuaearEmwxas.cu.marenaaowacoxnnmmmonnEe*rrwa..neuPumuarmEvusium.me
1 ENGINEERING 1NG 8/01/2017
BW International—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 specified 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 products 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 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660. - FAXi (954) 354-0443
ENGINEERINGEXPRESS.COM
v eraiwawWCMRT rnrMa .,►.UMATV R�iOnfoN osnaeccwmmjrecuewmiwxecv utiummc
WENGINEERING
EXPRESS°
August 1,2017
Florida Department of Business and Professional Regulation
1940 North Monroe Street
Tallahassee,FL 32399 1
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 ac4uire 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).
BE
R ectfull 'q •
� y� ����.,•'��GENSF ••�O,i
0465549
_ AUG 1
hu
Frank L.Bernardo„P.E. = STATE OF _��`
Frank L.Bennardo P.E. Indr,.F '• • ..
FL PE 0046549 �'��;S,S/ONAL
Cert of Auth#9885
160 SW' 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
' vnneennww/wwwotEnnrmwrwnse-su•owTcnmoronm+rto�am ornate'wwonroowwmiwn�.a¢astrm.nm -
WENOINEEF11NGE�CPRESS
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.
$ENty
Respectfully, se
fr�' 0PeepA65A9
AUG � l N° w
Frank L.Bennardo,P.E. %�p Sfi�ors�aP.•��`�
Fran L.Ben9 crr SS.rdo,P.E.,In ��` ON.
Cert of,Auth#9885 r r
160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
vwAreatioson.mnwzuxveo wn-Fy.uwn FmcniF =4na Anm&w4rmnmmrxiawm•ssreneauwumame
kL
v.e
BMP INTERNATIONAL INC.
MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE&ROOF-TOP MOUNTED APPLICATIONS
t . 75LBH4IN vmGHr, DESIGN NOTES: =�P` T E(�Hv;'=�
A / I -`�MECHANICAL UNIT THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND RDRD>!1 i n P 1
$ I PER SEPARATE BUILDING CODE 2017(6TH EDITION)FOR USE WITHIN AND OUTSIDE TIE HIGH VEW�'DV� �L•it �pp
d I ERnFId1TI0N,7YP. CRITERIA USED FO CALCULLAATE THE ATMs EwwWABLEE R T7PP HHEII GIT5 CONSIDERS FBC�
HHURRICANE ZE AS INDITED �
H \ FOR INSECTION 1609.8 FOR STALLATIOMS AT GRADE(GCt�-1.O&HVHZ AND 90 wi/IOM�THE MVM HMVHZZ a ODUTSIDsfCRON 29A.1 Kiel
1RNIER OF GRAVITY r I HVIOO(RTy 15 FOR ALL IDGT DNS(CONCUR90 ).ALL OTMER DESIGN VARIABLES
Z'p; QUQr S
ASSUMED TO ACT AT THE nJ (. I ARE IN A VI[fll ASCE 7-30 CHAPTERS 26✓!29.THE NEIGHS LISTED DI THE 0 W ((
GEOMETRIC CENTER OF THE I DESIGN SCHEDULES PINMENT TIC ALLOWABLE HEIGHT OFTHE BUILDING.THIS M
MECHANICAL UNIT. A7 I I tCENTEt OF SEE DEIGN PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE IL'.TALLED ON A MAXIMUM 3Y TALL Z 5
{� MECHANICAL UNIT MUST BE I GRA MAIIMUIE M FOR SURFACE A/C STAND(CERTIFICATION BY OTHERS)ON TOP OF THE HEGTS LISTED IN TIE DESIGN W .(4 Sg •333
SQUARE OR RECTANGULAR, x AREA AND DESIGN SCHEDULES. } Ng U
NO IRREGULAR SHAPES. 9q
PRESSURE,TM. %A °�
�p � •' GENERAL NOTES: 0o
STEEL TIE-DOWN-SIP'- i4
! - ( SEE DETAIL 1/3 a 2/3 I NO 33.3/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS
SVSrEK
1,2 FOR CLIP WFORLMTON, 2, DESIGN IS BASE)ON CLIENT NT PROVIDED PRODUCT AND DIE SHEETS FROM TEST a
3 T(P. REPORTS FTEL 01970337A.*TE.019703fH7B BY TESTING EVALUATION LABORATOWB,
INC.NO SUBSTITUTIONS wnuou WRITIBR APPROVAL BYTHIS ENGINE M SMALL BE z
3. MAXIMUM ltif MINIMUM DB1EN510N5 AND HIN3MUM Wmw OF MECHANICAL UNIT SHALL M"E
3'MAX L CONFORM TO SPECIFICATIONS STATED MEIN.ALL MECUWLCAL SPECIFICATIONS .J
X 71f I TYP. (CLEAR SPACE,TONNAGE ETC)SMALL BE AS PER FHAMIFACTIDtE7t RCGOMIIEGATIONS
_ ,/ I AND APE 711E EXPRESS RESPONSIBILTY OFTHE CONTRACTOR p
MOST STRUCTURE DESIGN / \ '•� I 4. FASTENERS TO BE*12 X-'OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE OO t�G
BY OTHERS.SEE DESI TAPCONS REFERRED TO HE JEAN SHALL BE ITW BIILDEX BRAND,CARBON Sfffi ONLY O Z n F=
SCHEDULES FOR _ INSTALLED TO 3000 PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR a 1-
r MM -�5tL� REQUIREIETS.ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION -Iy.�
ALLOWABLE SUBSIHATES 1, V TO PREVENT BFCIROLYSIS.
3, , '3 S ALL`TEFL CLIPS SEEM BE ASTH A283 STEEL(GRADE 0)WITH Fr-33 ISI OR BE77EL Q
3•MAX •�, �,1' ALL STEEL MEMBERS SWILL DE PROTECTED AGAINST CORROSION WITH AN APPROVED
MECHANICAL UNIT \ IYP. / ` �O RREQl1REUw ALL COAS�TTaINSTALLATIONS.APMOVED PROTECHION G90 RATID WATNG
6. ALL CONCRETE SPECIFIED NOM 15 rW PART OF THIS CERTIFICATION.AS A MINIMUM.
1 TIE-DOWN ISOMETRIC l ALL CONCM SHALL BE STRUCTURAL CONMETE4'MIN.THICCAND SHALL HAVE z'FG
b 1 1'.1'-0' ISOMETRIC TYPE OF CLIP AND NUMBER OF CLIPS MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI,UNLESS NOTED OTHERWISE PER CORNER WILL.VARY PER 7. THE CONTRACTOR S RBPONSIBLET)INSULATE ALL MEMBERS FROM DISSIMILAR
CONNECTION TYPES Cl-04 ON SHEET 2 MATERE4 S TO PREVENT ELECTROLYSIS. CL I
s- 0. ELECTRICAL GROUND,WHEN RE QUI ED,70 BE DESIGNED It INSTALLED BY OTHERS. m F
9. THE ADEQUACY OF ANY EXISTING STRUC URE TO WITI STAND SUPERIMPOSED LOADS 6
TIE-DOWN CLIP DIRECTIVE EXAMPLE SHALLCEATIF ATIO EXCEPTY 7HE AS TE EMLERSL PROFESSIONAL PROVIDEAHD IS ADDIm1)oED IN S S�
THIS CBTTIF7GA71oN.ETCfRT AS EXNRESSLY PROVIDED xEE7QN,NO ADDITIONAL �r
(THE FOLLOWING E7LM1%P I FWSMM 5 TiB PROCEDURE USED TO DEYEILMINE THB MAXIMUM ALLOWABLE R00E-Top INSTAILTION HEIGHT,M,FOR ANY GIVEN CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
MCCIANIGL UNITTHAIT CONFORES TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN.SEE SIIEET54-5 FOR DESIGN SO®IIU3) 10.THE SYSTEM DETAILED HEREIN S GENETIC AND DOB HOT PROVIDE INFORMATION FOR yy
A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM THE CO IOrMNS DETAILED
EEE MECHANICAL UNIT CRITERIA: HEREIN,A LIAISED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITESPECIFI a w !
MENT
OONSIMM THE INSTALLATION OF(1)MECHANICAL UNIT WITH THE FOLLOWING QUTMUA- wAmR.0 DOCUMENTS FOR USN IN MOST
SUBSTRATE
WITH 71 BE 0E THEDOC FULL
• VWL-170MPH,EXPOSURE7P 11 WATER-TGMNLIN OF EXISTINGNOSYSUBSTRATESHALLSUTHE AT ANY
REMOVED
q0
• 48'TALL X 48'DEEP X 48•WIDE,100 LB(WEIGHT AS VERIFIED 8Y OTHERS) OF AITTHE INSTALLING CONTRACTOR,ME CONTRACTOR SMALL AFTER ENSURE AHOY ANY REMOVED
INSTALLED TO 3000 PSI MIN CONCRETE WITH(1)-1'CUP AT EACH COMER OF UNIT(TOTAL OF(4).alM OSTALLAI WATERPROOFINGMOPOSED 7ERSIOR®ENGINFABRICATIONTEND J
INSTALLATION OF STRUCTURE PROPOSED HEREIN.THIS ENGINEER SHILL HOT U g
* RESPONSIBLE FOR ANFf WATERPROOFING OR IEAKACiE ISSUES WHICH MAY OCC10.AS
@@ PROCEDURE- WA7ER-TIGTNE55 SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING p
}H PROCEDURE BEEP IRlSULT CDNTRACIM
Iz.FOR AN EXPANA17OR OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Witt WIND `
S 1 DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS CAN SHEET 2 CONNECHION TYPE 3 SPEEDS USED IN JIM APPROVAL,SEE SECTION 2&73 OF ASCE 7•10, Q
2 IDETERmine WHICH DESIGN SCIEDIAETAENE TO USE THIS INSTALLATION S INTENDED FOR A VuR-170 MPH,EXPOSURE V.THIS DESIGN
CAITEAIA COFUUM ONDSTO TABLE
3 -DEIERMLNI-LARGEST FAR AREA OF MECHANICAL UNIT TO BE INSTALLED 485T48•-16FF'
THIS UNIT HEIGHT OF 48'IS EQUAL TO THE MAXIMUM ALLOWABLE HEGHT OF 4B' fflPHGORRHNXLBFRFDOPE
MOM TNESF20DUCTAPPROVALALLOWSTNr URUrrW MTALllOON COP 15-2378
4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION OrAM AICSTAND TNAT3SA RAXDFUM JO-TALL ZPANA/CSTAACS RMMW
O
CH=TO WE TART TMESTAND DOWAHDI'MMED -LF1laGM -AGN oT
P S CHECK MINIMUM UNIT woo RESTRICTION UNT WIDTH IS 48'WHICH ISUR GREATER THAN TIE FIIFIMUN ALLOWABLE WIDTH OF 24' r�X �,
Rl 6 DETEILMINE 771E ALLOWABLE ROOF-TOP HEIGHT OFTIE IL`TALIATON THIS UNIT MAY 0E DWALLID AT ROOF HEIGMS LESS THAN OR EQUAL TO S FF. - �5
50(h ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE
e
1
/V
F L x�ppo pe
ANCHOR SCHEDULE: q '-
/ l"CLIPS 2"CLIPS22
,/'^ HSUESTRAI! DvSCwFmM SUBSTRATE OWCUPTION
g( ',' \ �_ / \•\ (1}5/16'O GR80N 571$ (i)-5/16.O CARBON T E
qqq GI I \ w T W KgU)EXTAPCON, IfW BUBDF]I T1Wm11,
O G CONCRETE. 2y FULL EFiemro CONCRETE 2yPULL EMBED To,, i is
9ofraPsai FOKj M p� 2Y;1ON 700o TPA Fm) eoGl�o157�ANC!,S]�•Fm+.SP
ADJACENTANOgR ADURRAANNCM 33 S
ouc
\ - <B1 ¢
1 SHEET 1a SAE GRADES (x}Bia sAe GRADlS tm p�
. ALUMINU0.125- MN. 5 METAL SCREW TO ALUMIt(UM: SHEET METAL 5atlylsro
I I ` 3• M 1 (THICI,lOSY76 PITCHALUMINUMES MIN.PAST PROVIDE( 7Hm(, ALUMINUM,
IBM.PAST( �ygLa�
• 1 CLIPS Tip ' MIN.AWMINUM) THREAD BANE MIN.ALUMINUM) THREAD MANE U)2 $(Q
•', i 1'CLIPS H
i \ I ' TYPE -O
$ \ w •'' \• .'� / �' (1"14 SAE GRAD!5 STEEL.
/ \• \• iuioir33 m SHEET METAL sa]Ew TO (Q1xs•MAN. SHEET N KSCREWS To
\ ,•./ STEEL,PROYIDe(5) THICK,33 KSi STEEL,PROY)De(S) ai
3•MAX` V 3• MIN.S7� PITCHES MIN.PAST MIN.STEEL) PTTCI6 ImN.PAST ^;
TYP. tr� \ i TYP. THREAD PLANE THREAD PLANE
j 1 EM8E DME NT AND EDGE DISFANCB 80CLUD6 FMIS HES,IF AMLICARLE
2. ENSURE 95MMUN EDGE DISTANCE ASHMED IN ANC ORSCNEDUM J = o
CONNECTION TYPE Cl 3. SEE DETAILS ON SHEET 3 FOR ANaoasATrAaMMMEawacALUfa, C( "
CONNECTION TYPE C2 z o a g s
C�' 1•CU -UTILIZE(1)AT EACL CORNER FOR ATOTAL OF(a)PER UNIT Q 1'CLIP-U=E(2)AT EACH CORKER FOR A TTITAL OF(8)PER UNIT O=ESL
\ m FZ
ce
UNIT WIDTH w.�.H K
Rp BI \ \\ y^^ I - \`\\ �OFFSET CLIP PAAL SPACING CUP OFFSET ~ u
99 �cc
' ! a B
}—}raw 1-11.
CLIPTV MECHMCAL
-CLIs • G=i •\.' I SPACINGCE�PARAh
G -I CERTIFICATION
3'MAX,/ yt� •pp�
I 2•CUPS 3•ATAx TYP.��11��//-- 2•cups m i•�RAx. uuE(a)CLIPS Fa SIDE
OF UNIT FORATOTAL OF
(8)PER UNIT C S
3*MAX
TYP �,N4, _ ``` .Max TV,
- LgHW?RLYCL�7IfIfmO�E
CONNECTION TYPE C3 CONNECTION TYPE C4 rS1 »
ALTERNATE (8) CLIP DETAIL 15-2378.
BPS-UTILIZE(1)AT EACH CORKER FOR A TOTAL OF(4 PER R UNR C4 2-.CUPS.UTILIZE(Z)AT EAO(CORNER FOR A TOTAL OF(B)PER UNR N.T.S. PLAN VIEW T'.w oEwuTmuw
THIS DETAIL MAY BE USED AS AN AL7ER14ATE GEOMETRLC
PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE(2) 6
CLIPS AT EACH CORNER FOR A TOTAL OF(8)CLIPS PER ^
LIMIT,
,
F AMK L W WADO,P&
-FOR ANY CLIP ttHt'L /
LONGER THAN IW MECHANICAL UNIT BY OTHERS.ALUMINUM ��� �`•. N '''7
.1 GRADE 5 SHEET HOUSING UNITS SHALL DE 60WI6 KM � ;���vIGENSF
ALUMINUM SHEET WITH Ry.30 K51.0.125' pV�.
_ MIN,TFOpWBS,STEEL HOUSING UNITS (3)-912 SAE GRADE 5 SHEET '4 No PE004654 'co
0.0�H SHAM BE ASTM A653 Fyft-D.I MIN, r TONG UTILIZE(5}t32 SHEET' -M�AAL SCREWS FOR CLIPS,UP TO *'. 'k * -�o
STEEL,GRADE 33,?2GA MII,L(t-0.02997 G =p Hv
METAL SCREWS FOR dips
STEEL,TYP. 00 7 J LONGER THAN 5-.PROVIDE(5) 1- STATE OF
PITCHES MIN.PAST THREAD BANE
(OAHD,
ay _ ; off.,
_ FOR EACH SMS,TYP. ss
SHEET METAL GRADE
G� I $ 0 s A2B3 STEER.C IP.TYP ANCHOR PER ''//S+,JSi��NA%,
FOR am's UP r .. (Qj O BASE OF UNIT SHALL ANCHOR
UR x�sL c
LONG. LIZE(5)'t12 •r �! • BE FLUSH WITH D 1p
ASE 3/B` StH®RITE [' Q W$ 333x IS
METAL SCREWS I OF CLIP,NO SPACE ,'f •C �8
G�t
FOR TANSUONGER� Yi 0 HOLE,WITH 0 PERlQTIED,7YP. 7 SUBSTRATE PER
ANCHOR FROM 1' a ANCHOR N N C
CLIP ANCHOR f SCHEDULE p W
0.7 SCHEDULE,TYP. / (VARIES) m(OTHER q
/% .,
037r o DIMENSIONS SIMILAR) I"TIE-DOWN CLIP
3�y +° 3 ANCHOR DETAIL a
1 1" CLIP ISOMETRIC DETAIL 3 3--1•-w DETAIL Z
3 N T.S. ISOMETR[C CUP IS DESIGNED FOR FULL r,
y CONMR WITH THE BASE OF EACH
C MECHANICAL UNIT,TYP Q n 3
0-a! G
� ii
�
0.12r affl
9PAL
MECHANIC UNIT BY OTHERS.ALUMINUM w
HOUSING UNITS SHALL BE 6063•T6I9N.
ALUMINUM SHEET WITH Fry-30 KSI,0.115' (3)-f 12 SAE GRADE S SHEET Y rn ¢
MIN.THICKNESS,STEEL.HOUSING UNITS GG� $
O.OR'OR VVV/// SHALL BE ASTM ASO F)'-33X5I MIN METAL SCREWS FOR CUM4' k
0.113'THICC STEEL.GRADE 33.ZZGA MIN.(t 0.0294')• LONG.SCREW(FOR CLIPS
SHEET 8
ppp ASTM A283 R'I m METAL SCREWS FOR CUPS C1
STEEL,TYP. (� iVf/f (3)•I32 SAE GRADE 5 :� PITCHES MIN.PAST THREAD LONGER THAN 4%PROVIDE(5)
PLANE
SHEET��4;'Lp�S 0,072'OR 0.113• MR EACH S7A5,TIP.
83
UTILIZE(43-T12 SHEET THICK CLIP,
A7yp '
s STEEL BASE
IYP. (1)OR(2)ANCiORS
R AL STREW''FOR gg
CLIPS LONGER THAN 4'. BASE OF UNIT SHALL i� i //—PER ANCHOR
.�. BE FLUSH W11N BASE / / 3I8% SCHEDULE a }
OF CLIP,NOSPACE
y pFA rimo.wp.
A$ wo HOLES,NOT TO �/ '�, SUBSTRATE PER .
f
SED FOR f/� ANCHOR
RS'TlA. SCHEDULE
(VARIES) € I�.
8 IVII }�
2"TIE-DOWN CLIP
�j oso' 4 NCHOR DETAIL i
3•-1'-0' DETAIL GOlYpOAAVMtLHHBYYOOrL
O.S 8 CLIP 15 DESIGNED FDR FULL 15-2378
YO CONTACT WITH THE BASE OF EACH t
FUTILOIIRC(i)OR j�M1HdOH0�RS� '�JZ +�° PIECLWBfAL UNIT,TYP $ rrLL1M,DcarmLn
_ FROM 2'CUP ANCHOR
SCHEDULE,TYP.
2 2" CLIP ISOMETRIC DETAIL vb
9 N,T.S• ISOMETRIC '
s
4
eFHR�Ruo v.e
TABLE 1:Vult=175 MPH,EXPOSURE C TABLE 2:Vult=175 MPH,EXPOSURE 0 z Of Na PE0046549
(FOR USE WIIHARWCCA1E6OAY II STRUCTURE INTHE HK,Ti VLTDCITY HURRICANE ZONE') (FOR USE WITH RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANEZONE') `ro. I-
-aN
F ALLOWABLE RODI HEIGHT(I) STATE OF
d ALLOWABLE ROOFTOP HEIGHT(H) �iQi(�••, }US
TIE4XTWN CONFIGURATION TYPE TIE-DOWN CONFIGURATION TYPE %(CS'•fCORtOP.•" Gm 8
SURFACE AREA DF UNIT UNIT l I SURFACE AREAOF UNIT UNIT MUM
�'��.S/�NA1-E N
a Q C3 G Ul'i it
UHfiS LARGEST HEIGHT WIDTH UNITS LARGEST HEIGHT WIDTH I C'1 C2 C3 C4 vad
FACE .I� FACE 10
6FP 24'MAX 12'M1N N/A I NS100 FT AT GRADE H5200 FT 6FT' 24•MgX 12'MIH N/A H540 Ff ATGRADE H5200 F•T Z N
' 9FP 31'MAX 15'MIN WA HS15 FT A76RADE HS200 FT 9FT' 32•MM SSMIN N/q AT GRADE WA H5200FT I11 .�
4FP AT GRADE H5200(T H5200 FT H5200 FT 4F1' ATGRADE HS2pp f7 HS160 FT HS200FT Ep
6 FT' WA N5200Fi HS30FT H5200 FT 6FT' G HS2011W AT GRADE N5200 FF N 5
9FP 48'MAX 24'MIN WA H540 FT ATGRADE H5200FT 9FP 48'MAX 24'MIN �N/A HSSSFT ATGRADE HS2WFT V %00
OW a
'4 32 Fri N/A AT GRADE WA H S 200 F7 12 F7' WA AT GRADE N/A H S 140FT
16 FP _ N/A AT GRADE _WA HS60FT 16 F7' WA N/A N/A H935FT
20F'T' WA ATGRADF WA H560FT 20FT2 _ WA N/A N/A H530FT
25FP N/A WA WA H515Ff 25 FT' N/A WA N/A AT GRADE U
60'MAX 48'MIN 60'MAX 48'MIN
30 FT' N/A WA WA ATGRADE 30 Fi' N/A WA WA AIGRADE a
36FP WA WA WA ATGRADE 36FP N/A WA N/A WA I•--I
g 'THISTABIE IS PERMISSIBLE TO BE USED WITHIN THE HIM WHICH CONTAINS BROWARDAND 'THISTABLE IS PERMISSIBLE TO BE USED WITHIN THE HWQ WHICH CONTAINS BROWARD AND
G MIAMEDADE COUNTIES CHECK WITH LOCAL AUTHORITY HAVING JURSDICTIONFORTHE APPUOLBILIIY MIAMLDADE COUNTIES.CHECK WITH LOCAL AUTHORITY HAVINGJURISOICTON FOR THE APFUCABRITY
OF THIS TABLE WITHIN CERTAIN FLDRIDA O3UNIT6. CIF THIS TABLE WITHIN CERTAIN FLORIDACOUNTES. O
G
0 R
TABLE 3:Vult=170 MPH,EXPOSURE C TABLE�4:Vu1�170 MPH,EXPOSURE D ���
(FOR USE WITH A RISKGTEGORYI STRUCTURE) (FOR USE WITH A RISK CATEGORYII STRUCTURE')
ALLOWABLE INSTALLATION ROOF HEIGIR
(' 7UE-DOWNDONFIGURATICA17WE — ALLOWABLE INSTALLATION ROOF HEIGHT
_ TIE-DOWN CONFIGLRIATIONTYPE
MAXIMUM I MAXIMUM
SURFACEAREAOF UNIT UNIT 7 SURFACE AREA CK UNIT UNIT qq UNITS FACE
E EST HEIGHT WIDTH Cl C2 I G UNITS LARGEST HEIGHT WIDTH Cl I Q G �1! 2
,
8 fife 241n 121w N/A 5140FT AT GRADE 5200F7 Eft' 24N 12In WA s60Fi AT GRADE 5200 FT �9H' 32In i5N WA HS15FT AT GRADE 5200 FT 9fe 321n SS In WA AT GRADE N/A, 5200 E74FP AT GiIADE S20DFF WA 5200FT 4fe A7GRAD£ 520DFf 52UO FF5200 FTfife ATGRADE !;ZWFF H44OFT S206FT fife WA 5200 FT H51SFT s200 FT
9fe 48'MAX 24'MIN N/A -60FT AT GRADE s2OOFT 9fe 4WMAR 24'MIN WA HSISFT ATGRADE s200 FT12 H' N/A ATGRADF WA s20D FT 12 Ee WA AT GRADE WA s200 FT161e WA AT GRADE WA SBOFT 16 ft'20 fe N/A AT GRADE N1A 5100 FT WA WA N/A HS40 FF25fe WA WA N/A HS3DFT �fta WA ATGRAOE WA -H540FT E
60'A4AX 48'MIN _WA N/A WA AT GRADE o
60'MA7f 48'MIN — 4&s l:
30ft WA WA WA AT GRADE 30fe I �_WA WA WA AT GRADE oerrmcfwjv.L mmpva
36fe` N/A N/A N/A _ AT GRADE 36fe WA N/A _WA ATGRADE 15'2978
3 'AS AN EXAMPLE,THISTABLE IS PERMISSIBLE 70 BE USED WITHIN PALM BEACH COUNTY CHECK WITH LOCALREACHL.T ILLh 117a
VI *As ITYHAVI,HAVING
I NFOR HE TDIC USED OF THIS
ITComm Ro WITH LOCAL L'wo4 oemamrLaR�AUTHORITY HAVING JURISDICTION FOR7HEAPPUfJIB1UlY OFTHISTABI$WITHIN OBTAIN FLORIDA COUNTIES AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OFTHI57ADlE WTN1NCERT1UH FiANDACOUH11F5,
5
L
aIIL EBn1Mn0�F.E
a.
� E
�� No RE 654
g TABLE 5 :Vult=140 MPH,EXPOSURE B TABLE 6 'Vu1t=140 MPH,EXPOSURE C
(FOR USE WITH ARISK CATEGORY II STRUCTURE) (FOR USE WITH A RISK CATFGORTB STRUCTURE( ��i S
1 .. W J pLi�
ALLOWABLE INSTALLATION ROOF HEIGHT ALLOWABLE INSTALLATKNROOf HEIGHT
' IIII �+� E4 E3€
' TIE-DOWN CONFIGURATION TYPE TIE-DOWN CONFIGURMIONTYPE
IMUM QQ C7
um
[SfUZACEAREST UNR CE
UNR I SURTACEMA)aMAREAOT UN0' UNR LARGEST NEIGHS WIDTH I. C3 Q O ;Q UNITS LARGEST HEGHT WIDTHFACE ticz
tl u
6ft- 2410 12 in H—s1SR S2W FT S200 FT - 5200FT 6fN 24gI 121n AT GRADE _ S2W FT 580 FT 52W FT Uy S
9fe 321n 25 in ATGRADE S200FF_ >6DFF 5200 Ff 9ft' 3210 ISN N/A 518D FT H515 f7 _5200 FT �O a
3 4fN S2WFf 52WR S2WFi 5200FT Oft' SBOFT S200FT s200Ft si00FT
d 611' HS40 FT SIWFT 52WFf 52W FT Eft+
�----• ATGRADE 92WFT S200FT S20OFT
9ft' 48'MAX 24•MIN AT GRADE S200 FT 9120 FT 5200 FT 91t' 46'MAX 24•MIN AT GRADE_ 5200 FT HA40 FT 5200FT oT
uft' ATGRADE _SZ00R. �—N540 FT s2W FT 12 tY WA ciao FT ATGRADE SZW FT U
• .16 ft- N/A SROFT HS15 FT 5200 FT 16ft' N/A I'll is FT AT GRADE 5200 FT ' 6
ZD$' WA S100 FT HSISFT S200 FT 25ft' N/A HS30FT AT GRADE S2WFT
25$' NIA' H64OFT AT GRADE 5200 FT nw N/A AT GRADE AT GRADE 520 FT GO*MAX 48'MIN
60'MAX 48'M W
36fN _N/A _ HS15FT AT GRADE S200FT• 30ft N/A AT GRADE N/A SBOFT F
p 36 fP�_ N/A AT GRADE AT G(1ADF S120 FT 36ft" _ N/A AT GRADE N/A H530 FT & M S $
Ff 0 e,1 F
L i N 1 O
0
TABLE 7:Vult=140 MPH,EXPOSURE D
S 8 (FOR USE WITH A RISK CATEGORY It STRUCTURE) _ c
C ALLOWABLE INSTALLATION RW HEIGHT
$¢$ TIE-DOWN CONFIGURATION TYPE
MAXIMUM
G SURFACE AREA OF UNIT UNIT S�
GGGG UNRS Cl Q tl WLARGEST HEIGHT WIDTH
FACE Q '
6W - 24 In. It In WA 52WR HS30 Ff SIW FT
9fe 32 In is In H/A 9200 FT ATGRADE 52WFT II
4fF H64OFT 52WFT 9200FT S2WFT
6R' ATGRADE. 5200 FT S200 FT S100 FT f
9ft 4VMAX 24'MIN WA. S200 FT Hf 15 FT SIOOFT
12 ft' N/A H540FT AT GRADE 52WFT
16(t' N/A ATGRADE N/A 62WFT
20f1' N/A ATGRADE ATGRADE FT caPrAKNIFROM eDw�ra
25 ft' N/A ATGRADE N/A 5120R 1,5-2378
e 30� 60'MAX 48'MIN N/A N/A - -N/A Hs40FS OGtib
i I
36iP N/A A N/A ATGRADE'
'ASANEXAMPLE„THESETABESAREPOM MLETOBEUSWWITHIN 05
S BREvARD COUNTY CHECK WLTN LOCAL AUTHORITY HAVING ALRISDICnON - 2
E FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLMOACDUNEIQ
B