HomeMy WebLinkAboutUntitled (2) and enter the AHM CedffivO FAfference Miumbarand the date on which the certificate was Issued,
5212 -0 W ENGINEERING
EXPRESS@
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August 1,2017 RECEIVED
Florida Department of Business and Professional Regulation JUL 2 4 2019
1940 North Monroe Street
Tallahassee,FL 32399 ST. Lucie County, Permitting
Regarding: FL 1423 9.1 "Steel Tiedown Clips for use with Mechanical Units"
BMP International,Inc.
4710 28th Street N
St.Petersburg,FL-33714 FILE U OF- I
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).
`�Ilitiltljj�� JJ
RespectfullyBE/VjV,
pEO046549
AUG I
Frank L.Beniia-rdo,P.E. STATE OF
Frank L.Bennardo,P.E.,ln(5�
FL PE 0046549 /0NA-
Cert of Auth#9885 11111110
160 SW 127" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEEP.INGEXPRESS.COM
FR"iiEilCUL 2 4 2019
BMP INTERNATIONAL, INC
�'N76§1�
MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE & ROOF-TOP MOUNTED APPLICATIONS 'LL:
R ISLES MIN.WEIGHT, DESIGN NOTES:
E'• '
P MECHANIUL UNIT THIS PRODUCT HAS BEE4 DESIGNED IN ACCORDANCE WITH ASCE 7-LO AND FLORIDA �((T� V� �•�
R PER SEPARATE BUILDING CODE 2017(6TH EDITION)FOR USE WITHIN AND OUTSIDE THE HIGH'CRITERIA USED TOCALCULATE THE ALLOWABLE ROOF-TOP HEIGHTS CONSIDERS FBC
ELIXSA^' FC
CERTIFICATION,IVP. HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES.THE DFSI�
SECTION 1609.8 FOR NON•HVHZ AND SECTION 1620.6 FOR HVHZ R ASCE 7 SECTION 29-4.1 WI S9j _
tC R OFPFOR INSTALLATIONS AT GRADE.(GCH}�,..,N-1.90 WITHIN THE HVHZ S OUTSIDE THE W O 2 1 a E
HVHZ,(GCC l FOR ALL LOCATIONS(CONCURRENT).ALLOIHER DESIGN VARIABLES Z m Iu U & S
A ASSU. D TO - 1H ARE IN ACI�GUMCE WITH ASCE 7-10 CHAPTERS 26 419.THE HEIGHTS LISTED IN THE �
GEOME"TRICCENTEROFTHE I I 13Q .5< 9:h
DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING.THIS
R MECHANIUL UNIT w SEE DESIGN X DG m G1❑
D l3 TCENTER OF SCHEDULE FOR PRO' APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30'TALL Z w a
MECHANIUL UNIT MUST BE I GRAVITY I A/C STAND(CERTIFICATION BY OTHERS)ON TOP OF THE HEIGHTS LISTED IN THE DESIGN W .1.,•�m U
MAXIMUM SURFACE D W ¢
SQUARE OR RECTANf:UWR,I x z AREA AND DESIGN SCHEDULES. 3�, a
NO IRREGULAR SHAPES S_ �'(IJ]I/��j�i✓�JAy`/�(�
t T S^ I PRESSURE,TVP. lid UI W
x W ( GENERAL NOTES_ U,
13
STEEL TIE-Dowty CUPS.
SEE DETAIL 1/3 D 2/3 1 NO 33.1/396 INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF iH15
1,ZFOR CUP INFORMATION, DESIGN BA
EN IS USED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM)EST a
2 REPORTS ETR 01970787A,i1H.019703878 BY TESTING EVALUATION LABORATORIES, V N
Iy\ INC..NO SUBSTTNTIOI'S WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE
\, PERMITTED. Z •
MAXIMUM&MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL F•-1 7
3- Jy>I�I I 3'MAX CONFORM TO SPECIFICATIONS STATED HEREIN.ALL MECHANICAL SPECIFICATIONS V
f1A% TYP (CLEAR SPACE,TONNAGE,EIC)SHALL BE AS PER MANUFACTURER RECOMMENDATIONS —j Y
TYP 3 O
I AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR Q
HOST STRUCTURE DESIGN 4. FASTENERS TO BE*12 X ke OR GREATER SAE GLADE S UNLESS NOTED OTHERWISE z 0 ,� C
BY(7rHER5.SEE DESSIG TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND,CARBON STEEL ONLY, O z
INSTALLED TO 3000 PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR (--H tI
SCHFDULESFOR qty -1 REQUIREMENTS.ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION <r—
SALTO WABLE SUBSTRATES ;•MAX JY.Sl�EOJ S. ALL STEEL CLIPSTO PREVENT SMALL BE ASTM A283 STEEL(GRADE D)WITH FY-]3161 OR BETTER Q V+ 0 -
3'MAX TYP NGN ALLSTEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED Z
MECHANICAL UNIT of
Pf° tsE�� ATL (iA'ro"TRALLCLASTALINSTALLATIENAMEL OR OTHER ON�PROTECT10N G90RATFDCOATING W o�'6 j N
6. ALL CONCRETE SPECIFIED HEREIN IS NOT PMT OF THIS CEIRnFICAT10N.AS A MINIMUM.
p S TIE-DOWN ISOMETRIC ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4'MIN.THHXANDSWILLHAVE H Ci
TYPE OF CUP AND NUMBER OF CUPS MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI,UNLESS NOTED OTHERWLSE
ISOMETRIC PER CORNER WILL VMY PER 7 THE CONTRACTOR ES RESPONSIBLE TO INSULATE ALL MEMBERS FROM 0651MMR �)
CONNECTION TYPES C1
•C4 ON SHEET 2 MATERIALS TO PREVENT ELECTROLYSE:. Q. w
S. ELECTRICAL.GROUND,WHEN REQUIRED,TD BE DESIGNED 6INSTALIED 8Y OTHERS. F
9. THEADMULAC'OP ANY EXISTING STRUCTURETO WITHSTAND SUPERIMPOSED LOADS G
TIE-DOWN CLIP DIRECTIVE EXAMPLE nlsCERTIFICCFILTIOON..EXCEEPTT AS EXPRESSrrE `'LLY PROVIDED HEREN PROFESSIONAL IN,NO ADDD 15 NOT mofuL®L"
n (THE FOLLOT.NING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF-TTJP INSTALLATION HEIGHT,H,FOR ANY GIVEN CERTIFICATIONS OR AFFIRHA17ONS ARE INTENDED.
MECHANIULL UNIT TWAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CURA7A LISTED HEREIN.SEE SHEETS 4•S FOR DESIGN SCHEDULES.) L0. THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR -
A SPECIFIC SITE FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED L-
40 M ECNApJICAL UNIT CRITERIA, HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITES
SPECONSIDER—EINSTALLATION OF(1)MECHANIUL UNIT WITH THE FOLLOWING CRITERIA- WATEFICGHTNESSOFOCUMENTS EORUSEIH HOST
EDITHTHISDOCUMENT. $ Ea
• Vult-170 MPH,EXPOSURE'B• 11. OF THE INSTALLING
OF CONTRACTOR.
HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY
• 48'TACT X 48'DEEP X 48-WIDE,100 LB(WEIGHT AS VERIFIED BY OTHERS OF THE INSTALLING CONTRACTOR BRANS IS RE SHALL ENSUREABRI ATI REMOVED G F D C
� ) OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND
4 INSTALLED r0 3800 PSI MIN CONCRETE WITH(1)•2-NP AT EACH CORNER OF UNIT(TOTAL OF(4)CIPS) INSTALLATION OF STRUCTURE PROPOSED HEREIN.MI5 ENGINEER SMALL NOT BE 18(f$] E
= RESPONSIBLE FORANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS 98
q PROCEDURE WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING
I-- INE THE CONNECTION TYPE B
PROCEDURE STEP .._--. RESULT_ CONTRACTOR B 9
DETERMASED ON T! DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 12.FORD EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY TME Vldt WI
1 NO
L THIS INSTAWTIOR IS INTENDED FORA VUR-170 MRH,EXPOSURE'i THIS DESIGN SPEEDS USED IN THIS APPROVAL,SEE SECTION 16.7.3 OF ASCE 7-10,
�. Z DETER MINE WHICH DESIGN SCHEDULE TABLETO USE CRITERIA CORRESPONDS TO TABLE S
3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNR TO SE INSTALLED 40'x48'-16FT' Gt i
THIS UNIT HEIGHT OF 48'IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48' - FLRRBRFRANCLBLNVDDEL
NOTE.FMS PRODUCTAPPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP 15-2378
4 1 CHECK MA%IMUM UNR HECK RESTRICTION OFAN A/C STAND Ti MAXIMUM 90-TALL IFAVAICSTAND LS U7U"D
CHECK 70 SEE THAT FHESTAND DOES NOT EXCEED 3O-IN HEIGHT ECAM RTS.
■li DEsc-9moNt
pgg 5 CHECK: MtNIMVM NNR WiDTM RESia1CTION UNR WIDTH 15 48'WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH Of 24' _
+ 6 DETERMINE THE ALLOWABLE ROOF-TOP HEIGHT OF THE INSTALLATION THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT
SEE(-)ON TABLE S FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE 5
c
f LDENN"go,P.E.
MJ � I
• N
II rI i
ANCHOR SCHEDULE:
% 1"CLIPS 2"CLIPS L� '4�
SUBSTRATE DESCRIMON SUBSTRATE DESCRIPTION _
p =W H (1}5/16.0 CARBON STEEL -5116-0 CARBON T E
O O w Z w y ITW BUILDEX TAPCON, RVI BUILDEC TAPCON, I v
CONCRETE. 2}'i FULL EMBED TO CONCRETE 2Y.'FULL EMBED TO D
(4'TIDO(WN, CONCRETE,7f{'MIN. (4'THICK MIN, CONCRETE•3Ye'MLN, Ii �r $
3000 PSI MIN.) EDGE DISTANCE,3);'MIN, ]000 PSl MIN.) EDGE DISTANCE,33:'MIN. P• H w
? v r= SPACING MANY SPACING TO ANY
N I ADJACENT ANCHOR ADJACENT ANCHOR. Z } V
19(L 1
O ALUM[NUMR ALUMINUM: V 0" 3
z0
4 HEEr ME SAL GRADE 5 (EET ME SAE GRADES Z JC O$rl
d H IW,i oL m
SHEET METAL SCREW TO SNEER METAL SCREWS TO ry
(0.125'MSN. ALUMINUM,PROVIDE(5) {0.125'MIN. ALUMINUM,PROVIDE(5) W V'a
3'MAX THICK,6061.76 PITCHES MIN.PAST THIOL,6061-T6 pI7CHC3 N!N PAST
s ! (3"��MAX
, LIPS TYP. 1'CLIPS MIN.ALUMINUM) THREAD PLANE MM.N.UMINUM) THREAD PLANE N 6 z w
O W lu v
a / 3TYP 3TMAX
YP �D
STEEL: (1x114 SAE GRADE 5 STEEL (2}IME SAE GRADE 5
(0.325'MIN. SHEET METAL SCREW 7O (0.125-MRN. SHEET METAL SCREWS TO
A �•4R\0 � ,Uy\OAa MEN.THICK,
STEEL)33 1 PITCHES MPROVIDE
I,N..PAST MIN.STEEL)CK,33 KSI FINCHES EL.PM M.DPAST n
Tj \a\�J 3'Tw \�\MVS ITHREAD PLANE THREAD PULITE z �U R
TYP. to \
1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. Z
r Z ENSURE GW MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE.
C�
CONNECTION TYPE C 1 -- 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT Q Q o aCC
CONNECTION TYPE C2 z o
ZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNIT 1'CLIP-UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNIT O Ci C Go
0
G Q�mn � oCC
Z1�2+P k a
a Lu Leis n
UNIT WIDTH (L
R t0 t7 B'MAX B'MAX Z ti
CLP OFFSET CUP OFFSET
CLIP PAIR SPACINGI r-•H w
• y _ 5 � 6
3'TYP MECHANICAL
V y •}---CLIP-CLIP UNIT PER
z = R SPACING SEPARATE
I CERTIFICATION
$
3*MAX
F 2'CLIPS 3'MAX TYP � 2'CLIPS 3••MA)( UTILIZE(4)CUPS EA SIDE
6 TYP TYP. OF UNIT FOR A TOTAL OF
� s
i (8)PER UNIT
I yNC
TP
i 3TYP
IDPTROff LRY1lL EENWOOPE
5 ALTERNATE 8 CLIP DETAIL E, KT3&8
5 c3 CONNECTION TYPE C3 CONNECTION TYPE C4 ;DE96IITPi3DH:
7 2'CLIPS-UTILIZE(1)AT EACH CORNER FOR A TOTAL OF(4)PER UNIT C4 2'CLIPS-UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UPRT 3 N.TS. PLAN VIEW
THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC a
PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE(2)
CLIPS AT EACH CORNER FOR A TOTAL OF(8)CLIPS PER
UNIT.
e
sPT00as549nxut0o.P.E,
.FOR ANY CUP
LONGER THAN 10' MECHANICAL UNIT BY OTHERS.ALUMINUM
0 19' UIUZE(5)-012 SAF HOUSING UNITS SMALL BE 6063•T6 MIN �� t)GENS{cf�i17.
GRADES SHEET ALUMINUM SHEET WITH F"30 KSI,0.125• KY'- O
4 METAL SCREWS,TYP. MIN.THICKNESS,STEEL HOUSING UNITS (3)• 12 SAE GRADE 5 SHEET
R 0.068'•THICK
H( - 4 NDPEOW6`•�
SHALL BE ASTM A6S3 Fyp33!(Si MIN METAL SCREWS FOR CUPS UP 7D *=
A283
qq STEEL,GRADE 33,22CA MIN.(t=0,0249'). 5'LONG.UTILIZE(5)-t12 SHEET =* 'Jr I�'• ^e ry
e r METAL SCREWS FOR CUPS C-O C a z
R STEEL,TYv "} I !(�
,r u l', LONGER THAN 5'PROVIDE(5) f 3 STATC OF
u PITCHES MIN.PAST THREAD PLANE ' 0
m o
0 068`THTCKASTM ^{r�+ FOR EACH SMS,TYP �� F{OR1dP' LL o., _^
(3)•912 SAE GRADE 5 -. /. +r S N
•tS3
SHEET METAL SCREWS Jt i ¢• A283 STEEL CLP,TYP. !! SIO L
FOR CLIPS UP TOY �. JL� ! >� IJ�! f r/, ANCHORPER l,rJ ANCHOR fiNAtt==�l!! a95v
LONG.VnLIZE(S)912 ; �I �P I BE FLUSH WITH BASE 3�B. SCHEDULE
(If(� <uai gggg� _$
B
SHEET METAL SC6iEW5 OF CUP,NO SPACE "; Zx o Q7
FOR CUPS LD LAGER I PERMIITTED,TYP r/�. J u-I
C
THAN 5-,TYP �I r W� U z
BBBd 11 0 HOtEe WLTH SUBSTRATE PER
ANCHOR FROM I' / ANCHOR N W
CUP ANCHOR r SCHEDULE m
pg O.7S SCHEDULE,TYP o o tU ..
r (OTHE0. (VARIES) p
Q DIMENSIONS
SIMILAR)
a 0.37s" 1" TIE-DOWN CLIP ••
`'s" '00 3 ANCHOR DETAIL �j
1 1" CLIP ISOMETRIC DETAIL 3 r 0' DETAIL Z d
N.T S. ISOMETRIC CLP IS DESIGNED FOR FULL
CONTACT WITH THE BASE OF EACH
MECHANICAL UNIT,TYP. Q n Q a
Zo"�. o 'd
0 C
g a
q• 0.125"
U
$ 1 Z€�� x n
R jJI I
MECHANICAL UNIT BY OTHERS,ALUMINUM �n
3 I 'YIJ! 1
HOUSING UNITS SHALL BE 6063-T6 MIN, 1L1 o n
I ALUMINUM SHEET WTIN FLya30 KSI,0.125'-- (3)-012 SAE GRADE S SHEET v Z
i HILA.THICKNESS,STEEL HOUSING UNITS METAL SCREWS FOR CLIPS 4' Z 0
£ O.D72'OR SHALL BE ASTM A653 Fym33KSI MIN. H
g LONG.UTILIZE(4)-042 SHEET u
P' 0 ASTMM A2C STEEL,GRADE 33,22GA MIN.(t-0.0299-). METAL SCREWS FOR CLIPS CL Z
STEEL,TYP m rf LONGER THAN 4-PROVIDE(5)
( e (3)/I2 SAE GRADE 5 ;r' PITCHES MIN.PAST THREAD PLANE
�1Vi¶/1
SHEET
CUPS 4'LOS NEWS 0.07Y OR 0�123` '' FOR EACH SMS,TYP.
FORUTILIZE(4)•012 SHEET THICK ASTM,283
,�• V
METAL SCREWS FOR STEER-CUP'TYP jf r (1)OR(2)ANCHORS
I ( CUPS LONGER THAN 4', BASE OF UNIT SHALL •+ '/ : PER ANCHOR
§ (
TYP• SEFLUSH WITH BASE 376 SCHEDULE =
OFC UP,HO SPACE t
PERMITTED,TYP
•rM•�
Y I ' !.'0 HOLES,NOT TO j ou R• Q
BE USED FOR ANCSUBSTRATE PEROR 7ipyq
ANCHORS,TYP SCHEDULE - xR
.375' .f (VARIES) sit
Y
$ (^ e
" oo. 2" TIE-DOWN CLIP '
a D.75 4 ANCHOR DETAIL R
0 50- 3"•vv DETAIL WPDbORRNM4tSMY+07fE
So, DSD' CUP IS DESIGNED FOA FUU IS-2378
FACTORY MIL1�D WO MOLES; >10 CONTACT 0' CONTACT WITH THE OASE OF TACH Dunt NTS
UTILIZE(1)OF?(2)ANCHORS' �• i0 MECHANIC UNIT,TYPtcctxsuLTOrxoHt
FROM 1^CUPANCHOR
S-CHEDULE,TYP
z 2" CLIP ISOMETRIC DETAIL Q�
g 3 N.T S. -- ISOMETRIC .••=7)
'e �J