HomeMy WebLinkAboutInspection Docs II
I 1 �
p
ilia CERTIFIED
www-abridirectory.org
K
Certificate of Product Ratings
AHRI Certified Reference Number:7492885 Date:01-23-2019 Model Status:Active
AHRI Type:SP-A i
Series:R41 OA AC SPP
I
Outdoor Unit Brand Name:TEMPSTAR
Outdoor Unit Model Number (Condenser or Single Package):PAJ436000K"OA
i
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,
i
MT,INC,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)
' I
i
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.
; i
The manufacturer of this TEMPSTAR product is responsible for the rating of this system combination.
Rated as dol lows1n.accordance with the-latest edition of ANSI/AHRI 210/240 with Addenda,1'and 2;Performance,Ratingi of Unitary
Air-Conditioning.`&'Air-Source Heat Pump Equipment and]�N(f subject to rating accuracy by AHRI-sponsored',;independent,third'p(art�qqq�yy}testing:
hngI
Cooling Ca.pacity(A,-2^SerH 9_ btueh5- 0 ;� io , F ,
SEER,:1,4;00
:
EER :11.50
1VVVI—J,'}
(A2)-Single;ol'High Stage„(95F) :11.50
i
f `
I
I
� I
li
i
I
' I
t"Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being
marketed but are not yet being produced."Production Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still
selling or offering for sale.
Ratinus that are accompanied by WAS Indicate an involuntary re-rate. The new published rating is shown along with the previous(i.e.WAS)rating.
DISCLAIMER
AHRI does not endorse tthe product(s)fisted on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibirdyfor,
the products)fisted ontthis Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),orthe
tinauthoraed alteration of data fisted on this Certificate.Certified ratings are valid only for models and configurations fisted in the
directory at yr a� nrd ca e
TERMS AND CONDMDNS
This Certificate and ids 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;
entered into;a computer database;or otherwise ubTued,in any form or manner or by any means,except for the user's indkvidual, AW�
personal and confidential reference. AIR-CONDMONING,HFATMG,
CERTIFICATE VERIFICATION &REFRIGERATION INSIInJtE
The informationforlthe model cited on this certificate can be verified at www.a h rid lrectory.org,dick on"Verify Certificate'rink Ave make life betty”
and enterthe AHRI Cerfdied 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.: 131927214459858514
WXENGINEE' 1N.G
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
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).
0
`�%t111111rji/j
Respectfully, �� '"N N'Q
. � `,ce sF •.�Q�
AUGI
= � No PE0046549
1
LU
Frank L.Bennardo,P.E. �� STATE OF ZLl =
Frank L.Bennardo,P. Inc, F :
FL PE 0046549 '�i&&/ON P\\-
Cert of Auth#9885
160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERING EXPRESS.COM
Y.VT.OJEC!l.L!!/.M WMIENTEOOwntt15 sL YSMI[sl..lP sOulO•.s.D.�.6IDOCAiOlCCRWNlO../DOVWAlfl.�1l..D..00.rI..lY OOC
• � I
INC.
BMP INTERNATIONAL,
MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE & ROOF-TOP MOUNTED APPLICATIONSb�11l�
Q71Le MIN,WEIGHT, DESIGN NOTES: C'a T ENLn -2�
P MECHANICAL UNIT THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND FLORIDA'P((TT 'CI,f•
R PER SEPARATE BUILDING CODE 2017(6TH EDITION)FOR USE WITHIN AND OUTSIDE ANE HIGH V(:WCTP'- FC NLVP�T
CERTIFICATION,TYP. HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES.THE DESI FAFpp �LW�
' CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF-TOP HEIGHTS CONSIDERS FBCTL
SECTION 1609-B FOR NON-I MZ AND SECTION 1620.6 FOR HVHZ&ASCE 7 SECTION 29A.1 ��,T?TT�1 WWI
--" FOR INSTALLATIONS AT GRADE(GC,}L„ -1.90 WITHIN THE HVHZ&IXTTSIDETHE W O .S a
TCENTER OF GRAVITY I 1 -,w'-
IC
w
NVHZ,(GCT], SS FORALL ID 7 IONS(CONCURRENT).ALL OTHER DESIGN VARIABLES Z m]U.
ASSLOMED TO ACT AT THE '• ARE IN ACrrLsPtBANCE WITH,ISLE 7.10 CHAPTERS 26 6 29.THE HEIGHTS LISTED 1N THE C
GEOMF_'TRIC CENTER OF THE 7 I DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUDDING.THIS Q U Q m E S
B MECHANICAL UNIT O I SEE DESIGN t G b
0 I7 *CENTER OF SCHEOULE FOR PRO
DUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30'TALL Z X .go b m u
C MECHANICAL UNIT MUST BE 1 GRAVITY 1 A/C STAND(CERTIFICATION BY OTHERS)ON TOP OF THE HEIGHTS LISTED IN THE DESIGN W((� D �
ga I SQUARE OR RECTANGULAR,I X vi MAXIMUM SURFACE SCHEDULES. D'�W _
NO I'RREGuLAR SHAPES X Z AREA AND DESIGN 3�"•- u
I T D u PRESSURE,TIP. N LU• W
a o ' GENERAL NOTES_ 'UJ
3 X w I STEEL TIE-DOWN CUPS
a I SEE DETAIL 1/3&2/3 1 NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS
1,2 FOR CUP INFORMATION, 2 M.
DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST a
REPORTS,TEL 01970387A,s7EL 019703878 Br TESTING EVALUATION LABORATORIES, U p
\•
IN_-No SDUBSTIIUTIONS WITHOLFT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE Z M
3. MAXIMUM&MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL P-"'4 7 T4
3'MAX \\///ffDJJ�I I 3'MAX CONFORM TO SPECIFICATIONS STATED HEREIN.ALL MECHANICAL SPECIFICATIONS U Q
o TVP TYP (CLEAR SPACE,TONNAGE,ETC)SHALL BE AS PER MANUFACTURER RECOMMENDATIONS -j 3 O
Iy I AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. Q v p d
6 HOST STRUCTURE DESIGN 4 FASTENERS TO BE 912 X h'OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE Z p,^„^ Q
I TAPCONS REFERRED TO HEREIN SHALL BE 17W BURDEX BRAND,CARBON STEEL ONLY, _ _0
BY OTHERS.SEE DFSIG O -' G
INSTALLED TO 3000 PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR
SCHEDULES FOR •(H Lyl REQUIREMENTS.ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION ly L7 O
E ALLO WABLE SUBSTRATES qi\O EOV TO PREVENT ELECiROLK15. ^283 STEEL(GRADE D)WITH _ Ian+ p
§ 3'MAX 3� tF.\N�\G S' S LL SSTEE MEMBERS SHALL CLIPS SHALL BE B[ROOTECMD AGAINST CORROSION WITH AN APPRO33 KSI OR VED Z 2 n =
MECHANICAL UNIT EYP IgfL�o RREEQUIREDP ORALL OA TALL INSTA�PTIIOONSD PROTECTION.G9D RATED COATING w o 6 N
1 TIE-DOWN ISOMETRIC 6. ALL CONCRRETTEE SPECIFIED BE STRUCTURAL C35 ONCRETE CONNAEE 4'NTHIS,THICK AND SHALL HAVES TIFICATION.AS A MINIMUM. Z N Z =
TYPE OF CLIP AND NUMBER OF CURS MINIMUM COMPRESSIVE STRENGTH OF 3000 PST,UNLESS NOTED OTHERWISE < O
P 1 1' ISOMETRIC PER CORNER WILL VARY PER 7 THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR 1--1 p
n CONNECTION TYPES Cl-C4 ON SHEET 2 MATEUALS TO PREVENT ELECTROLYSIS 0.. X
S. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS. F
9. THE ADEQUACY Of ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS G
SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN
TIE-DOWN CLIP DIRECTIVE EXAMPLE THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN.NO ADDITIONAL
n (INE FOLLOWING EXAMPLE ILLUSTRATES TME PROCEDURE USED rO DETERMINE TME MAXIMUM ALLOWABLE ROOF-TOP INSTALLATION HEIGHT,N,FOR ANY GIVEN CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ^^
MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN.SEE SHEETS 4-5 FOR DESIGN SCHEDULES.) 10, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR - B
A SPECIFIC SITE FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED a d ,^•„ jlft
1 MECHA&VICAL UNIT CRITERIA, HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE !�
• SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION Yin"THIS DOCUMENT.
CONSIDER TKHE INSTALLATION OF(1)MECHANICAL-NIT WITH THE FOLLOWING CRITERIA Q !6a
Vult-170 MPH,EXPOSURE'B' 11. OF THE INSTALLING
OF EXISTING HOST SUBSTRATE SHALL BE THE FALL ANY
REMOVED
• 48'TAC1 X 48'DEEP x 48"WIDE,100 L8(WEGHTAS VERIFIED BY OTHERS OF THE INSTALLING CONTRACTOR.CONTRACTOR SMALL ENSURE THAT ANY REMOVED F C
A ) OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND
p INSTALHEREIN.
LED TO 3090 PSI MIN CONCRETE WITH(1)•2-CUP AT EACH CORNER OF UNIT(TOTAL OF(4)CLIPS) INSTALLATION OF STRUCTURE PROPOSED THIS ENGINEER SHALL NOT BE IND
_ RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS a
PROCEDURE WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING
-- PROCEDURESTEP ..—.—. RESULT_ CAMAACTOR n 9
1 DETER-MINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 12.FOS
SPEEDSS DIX USIOEED D IN NT THHIOF EXPOSURE CATEGORIES THAT ACCOMPANY THE V1dt WIND
S APPROVAL,SLE SECTION 16.7.3 Of ASCE 7-10. p
$ THIS INSTALLATION IS INTENDED FOR A VUM-170 MPH,EXPOSURE W.THIS DESIGN Ra
�. 2 DETER'_MINE WHICH DESIGN SCHEDULE TABLE TO USE CRITERIA CORRESPONDS TO TABLE 5 •�A
g 37 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 48'x48'-16FT'
THIS UNIT HEIGHT OF 48-IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48' [Tp1TmITTRY4(LTR3VWDOPE
a CMECIC MAXIMUM UNITHEIGHT RFSTAICTION NOM TNS PRODUCFAPPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP 15-2378
Of AN A/C STAND THAT SA MAXIMUM 30-TALL IFANAICSTAND S UTILIZED,
C 7,O SEE TN,(T INESTAND DOSS HDT AXCEED 30'IN NEIGI? swE, N.T.S.
Fya
"'Glc-c""'T'E'�'.-41NE
MINIMUM UNTT WIDTH RESTRLCRON UNR WIDTH IS 48-WNICM 15 GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24" PADS OE60URIOHt
THE ALLOWABLE ROOF-TOP HEIGHT OF THE INSTALLATION THIS-NTT MAY BE INSTALLED U ROOF HEIGHTS LESS THIS N OR EQUAL PL 15 FT o
SEE(•)ON THOLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE
g
-e
T L I)ENNAI�90,v E.
E904. •r
N ,.
ANCHOR SCHEDULE: `'` ``.
B
l
L
g 1"CLIPS 2"CLIPS = N�
R SUBSTRATE DESCRIPTION SUBSTRATE DESCRIMON
p G N.. y L7 (1)-5/16'0 CARBON STEEL (I)-5/16.0 CARBON T C ,��
=w A N
O j z w ITW BUILDIX TAPCON, ITIN BUIIDIX TAPODN, R,`,},.t
F ]
nag CONCRMI 21;'FULL EMBED TO CONCRETE 2Y.'FULL EMBED TD' d. 1FF11--!) foll
O yR O 7 w W I (4'T111QC lIIN, CONCRETE,35L'HIM.
(4'THICK MIN, CONCRETE,JYa'MIN. Yi�., $
3000 PSI MIN.) EDGE DISTANCE,3%—MIN. 3000 PSI MIN.) EDGE DISTANCE,3W MIN. M (K
r ` SPACING MANY SPACING TO ANY 0 to=
f L7 V' N I 1 AWACENT ANCHOR. ADJACENT ANCHOR zrc
�Oj V..
O \ I ALUMINUM: (1)-*14 SAEGRADES �WNUM: (2)•0145AE GRADES Z $�m
d \ ALUMINUM,SHEET AL SCREW TO 5PROVIDE ALMEET
METAL SCREWS T
p ICK.125*H1H. (I ,'MIN. W O q
z 3,MAX IN.A fi ALUMINUM)
PRCHES MIN.PAST TWCK,'061-TS INCHES MiN PAST
1,CLIPSTYP. 1 CLIPS MlN�ALUMINUM)61'T6 THREAD PUKE MIN.ALUMTNUM) THREAD PLANE tn.
@F / 3•MAX o w it
2 MAX
TYP 3 TYP .�C
STEEL: (1)-*14 SAE GRADE 5 STEEL. (2)-114 SAE GRADE 5
(0.125'MIN SHEET METAL SCM TD (0.125'MIN. SHEET MFTAL SCREWS TO
A �0� •(tE THICK,33 RSI STEEL,PROVIDE(S) T)UIX,37 KSI STEEL,PROVIDE(5)
3'MAX �,Vi o HIN"MAX .STEEL) PITCHES
MIN.PAST MIN.STEEL) PATCHES MIN.PAST U n
SF TYP. TYP
�,TL1�JIa 3 1TJN THREAD PTANE THREAD KATIE Z u
1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE.
2. ENSURE AINIMUM EDGE DISTANCE AS NOTED IN ANCMORSCHEDULF-
3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT Q v #D a
CONNECTION TYPE C1 �CONNEMON TYPE C2 z z^ W
1- LT1P•UTILIZE(1)AT EACH CORNER FORA TOTAL OF(4)PER LIN O -
y 1'CLIP•UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(81 PER UNIT 1--T U G
f—
(6'-
cc
r o
Lu
UNIT WIDTH Z6-MAX , 6'MAX O
CLP OFFSE — R SPACING CLIP PAIN
CLIP OFFSET Fy c
a F
CL
M u N ^u=wi I •� 3"TYP MECHANICAL m
.. V CLIP-CLIP UNIT PER
i = R SPACING SEPARATE
C-ERTIFICATION
D �
3"MAX WOO �6la
2'01P5 3•MA% TYP 2'CLIPS
3"MAX UTILIZE(4)CLIPS FA SIDE
e'S TYP ' TW. OF UNIT FOR A TOTAL OF 3
Y ' (8)PER UNIT
,n
3 �t1Y0v 3
c -AX ,t"JtK ' TYP
IL ILI 3 (g TYP �`GYtA — �' In
ALT
®fDIBR1RVKL D£
5 ALTERNATE 8 CLIP DETAIL ..TS,8
R C3 CONNECTION TYPE C3 CONNECTION TYPE C4 L�,�;nDN,
2 2'CLIPS•UTILIZE(1)AT EACH GARNER FOR A TOTAL OF(a)PF,,,_R,UNfT C4 2-CLIPS UTILIZE(2)AT EACH CORNER FOR A TOTAL OF(8)PER UNTT 3 N.T.S. PLAN VIEW
E THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC o,
2 PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE(2) Ty
CLIPS AT EACH CORNER FOR A TOTAL OF(8)CLIPS PER
p UNIT.
C
c
FPM L BENN11RD0,PE
OPfODH6549
-FOR ANY CUP \\\\\tH �� ".
LONGER THAN 10' `\ N !!
Y0 19' UTILIZE(5)-012 SAF MECHANICAL UNIT BY OTHERS,ALUMINUM \.�`'• 7? 1/7
I 719
GRADES SHEET HOUSING UNITS SHALL BE 6063-T6 MIN. C UtGENSF
v METAL SCREWS,T'P. ALUMINUM SHEET WITH Fty-30 KSI,0.125'
I MIN.THICKNESS,STEEL HOUSING UNITS (3)•t12 SAE GRADE 5 SHEET 4� No PE004654 C
0.068'THICK SHALL BE ASTM A653 FY-33KSI MIN. METAL SCREWS FOR CUPS UP TO * =
R ASTM A287 STEEL,GRADE 37,22GA MIN.(t=0.0299'). 5'LONG.UTILIZE(5)•012 SHEET
S STEEL,TYP I `�7 /� METAL SCREWS FOR CUPS C•fl ;M v z
U LONGER THAN S' PROVIDE(5) P Z $
R II W o O o t9 / PITCHES MIN.PAST THREAD PLANE STATC OF
(3)�412 SAE GRJHDE S I O 0 068'THICK ASTM J FOR EACH SMS,TYP � (s FLOMOP' _e �U.1$
SHEET METAL SCREWS o Q I A283 STEEL CUP,TYP. "f SIONAL ID F
FOR CLIPS UP TO 5' "' I o 7� BASE OF UNIT SHALL / /� " ANCHOR ANCHOR PER /!'1117 i,H�H�•�W rjQ <
LONG.UTILIZE CI t12 �I i QY
SHEET METAL SCIREWS YYY BE FLUSH,r. EASE 318. SCHEDULE (�a 9Q Us u
fi FOR CUPS LO,NGER I I ® OF H71P,NO SPACE
THAN 5",TYP ,rtmBl
y' LLOI PERMITTED,TYP !!,;. W W O N 3
EEE II I I 0 HOLE,W[nH
UJ SUBSTRATE PER p W Z
ANCHOR FROM I' ANCHOR �+'L 9
0.75' CUP ANCHOR '// SCHEDULE o w z w
SCHEDULE,TYP ,
z (OTHER ! i (VARIES) b O -
Z DIMENSIONS ( :___. ..
9 a ~
D 375- SIMILAR) 1" TIE-DOWN CLIP
1 1"ICLIP ISOMETRIC DETAIL 3 AN O" DETAIL DETAIL
U
3 N,T S. ISOMETRIC 3 CUP IS DESIGNED FOR FULL Z r!
CONTACT WITH THE BASE OF EACH J =
MECHANICAL UNIT;TYP. Z a^� o m
0 g
C
p , G
j
a
0.125'
�, i I Zia k nd
MECHANICAL UNIT BY OTHERS.ALUMINUMFz
II (; HOUSING UNITS SHALL BE 6063-T6 MIN. Lu n
III I I ALUMINUM SHEET WITH Fty-30 KSI,0.125'—
IIUII I MIN,THICKNESS,STEEL HOUSING UNITS (3)-012 SAE GRADE S SHEET
R 10.072*OR I III METAL SCREWS FOR CLIPS 4' Z 0
B r/ SMALL BE ASTM A653 FY-33KSI MIN. Fy
R D.113'THICK i II LONG.UTILIZE 4-ii2 SHEET
ASTM p283 (VIII STEEL,GRADE 33,22GA MIN.(t-0.0299'). () O
METAL SCREWS FOR CUPS CL u
STEEL,TYP m LONGER THAN 4-PROVIDE 2
(3)112 SAE GRADES ! (�
� SHEET METAL SCREWS /� PITCHES MIN.PAST THREAD PLANE
FOR CUPS 4'LONG. 0.072'OR 0.113' ! v FOR EACH SMS,TYP.
UME(4)-112 SHEET THICK ASTM A283
.{ METAL SCREWS FOR STEEL CUP,TYP ^
I I CUPS LONGER THAN 4', BASE OF UNIT SHALL (1)OR(2)ANCHORS
PER ANCHOR
& TMP. BE FLUSH WITH BASE 59
^
OF CUP,NO SDACE 378' SCHEDULE ..
PERMITTED,TYP r'"
I I I y'9 HOLES,NOT TO
BE USED FOR I SUBSTRATEANOPER
z
ANCHORS,TYP SCHEDULE
(VARIES)
(VARIES) 6 Q€
(^ I� .375'
D.7s V, 00. 2" TIE-DOWN CLIP
050' a _ANCHOR DETAILR
S0, 0.50' j 3'-1'-0' DETAIL LCPIWPfffNML®IPI�OPE
CUP is E
2378
N E
FACTORY M1LLE D Y'B HOLES; YO'7, CONTACT WITHITHE BASE OF EACH 15—Mm
O UTILIZE(1)OR(2)ANCHORS' 0/! / MECHANICAL UNIT,TYP tGt+ RFS
[D6CRI►RONt
FROM 2^CUD ANCHOR
S-CHEDULE,TYP
z 2" CLIP ISOMETRIC DETAIL
g 3 N.T S. ISOMETRIC
e
nENRMPD,F.E
`L T,1„ u, wEUOo
`IGEN
61
TABLE 1:Vult=175 MPH,EXPOSURE C TABLE_2 :vuit=175 MPH,EXPOSURE D ¢ No PE0046549
p (FOR USE WITH A RISK CATEGORY STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') (FOR USE WITHARISK_ CATEGORY II STRUCTURE IN THE HIGHVELOOTY HURRICANE ZONE-) -
P = D UJ c v
ALLOWABLE ROOF-TOP HEIGHT(H) ALLOWABLE ROOF-TOP HEIGHT(H) :�O,c NATE OF <(/ Wm.. 2
_
TIE-DOWN CONFIGURATION TYPE _ TIE-0OWN CONFIGURATION TYPE %(CS CORIOF` U=J N N
MAXIMUM I i MAXIMUM I �i1`S/O L Eh
SIJRFACEAREAOF I UNIT I UNIT F , rJ!/ON 1�' LL
SURFACE AREA OF UNIT ( UNrt I InI„I' '7Wo S
rl UNLT"S LARGEST HEIGHT WIDTH Cl is G3 I C4 C3 C2 C3 C4 Z w U
FACE I I UNIT'S LARGEST HEIGHT I WIDTH l ” )GG
g r- FACE - - I __ fllo,ulfi 6FT' i4'MAX li'MIN N/A IH5300FT ATGRADE H5200FT•I 617' 24'MAX 112'MIN N/A H540FT ATGRADEH62UOR
32'MAX15'MIN N/A H S SS R AT GRADE H_5200 R 9 FT' 32:MAX 15MIN N/A I AT GRADE N/A H 5 200R.._ _. W�
_ ATGRADE H5200R H5200R HS -- I 4R' _ATGRADE H5200 FT HS160R HSSOOR
I 6R' I I N/A )HS200R H530�I H5200R 111 6R' I _N/A HS 200 R_ ATGRADE H5200FT NW d�u=i
I 9R' 48'MAX 24'MIN N/A HS40FT ATGRADE HS2EFI 9FT' 48'MAX 24'MIN N/A HSISR ATGRADE H52DDFT �W
2 r 12 FT' j _N/A AT GRADE N/A `H 5 200 FT _ _32 FT' _ I N/A AT GRADE _ N/�- 0
16 R' _ N/A pT GRADE I N/A Hs60Fr 16 F'F' N/A N/A N/A H515 F?
1 .. . - --- I- {I - -i- -
A 20 R' -_ i N/A_ AT GRADE N/A �H 5 60 R 20 R' - - N/A N/A N/A H S 30 R
25 FT' - N/A N/A N/A H S 15 R 25 R' N/A N/A N/A ATGRADE
30 Fr' 60'MAX 48'MIN N/A N/A N/A ATGRADE I 30 R' 60'MAXI 48'MIN N/A N/A N/A Ai GRADE U .p.
36 R' I N/A N/A N/A ATGRADE 36 R' N/A N/A N/A N/A z 77�
o 'THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND 6
MIAMI•DADE COUNTIES CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCAOIUTY MLAMI-DADE COUNTIES CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY ---) Z <
OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES Q ow
F Z te
ten"
E Cy
Q ^ O
-- -- - - -- —.— Z��� t
Z
P 7
W o 6 J N
•'e TABLE 3 :Vult=170 MPH,EXPOSURE C TABLE 4 :Vult=170 MPH,EXPOSURE D z
(FOR USE WITH A RISK CATEGORY II STRUCTURE-) (FOR USEWITHARISK CATEGORY STRUCTURE-) H E
+ ALLOWABLE INSTALLATION ROOF HEIGHT — I ALLOWABLE INSTALLATION ROOF HEIGHT
B TIE DOWN CONFIGURATION TYPE I TIE DOWN CONFIGURATION TYPE u
IF=ACEARE —I I I I I I MAXIMUM_—
SVNI ASI AR EST UNIT UNIT SU
UNIT UNIT •-
R VNtTStARGEST HEIGHT WIDTH I Cl C2 I C3 ( C4 I C3 I C2 I C3 I C4 _ ■!
uN1I5 LARGEST HEIGHT WIOIH I I ^•5- !
FACE ; ( FACE 7 Eg
F Eft'— i41n i 121n N/A s140Fr ATGRADE + 520OFT fift, 41n 121n I _N/A a60FT ATGRADET S200FT
�9 h' 32 In 15 N N/A H 515 R ATGRADE S 200 R 9 ft' 32 In 151. N/A AT GRADE N/A i S 200 R I
I 4h' ATGRADE 52008 NIA 5200 FT _oft' ATGRADE 5200 FT 520075200 FE �'� � 3
p 6T �DE S200FT t H540R 520.FT 6ft' N/A S200R NSISR SZDOR
9ft'_48'MAX 24'MIN N/A >6OR I AT GRACE 5200 FT 9ft' 48'MAX 24'MIN N/A HS15R ATGRADE 52008
�_ 12 ft'_ I _ N/A ATGRADE N/A 5 200 R 12 ft' N/A ATGRADE N/A 5 200 FT ,p
G _ 16 N' __ h N/A AT GRADE N/A I 5 80 R 16 h' N/A N/A N/A H 140 R i
20 fe N/A ATGRADE N/A 5100 R 20 ft' N/A ATGRADE _N/A I H 5 d0 FT_ LL99''
25 ft' N/A N/A- N/A H530FT _ 25ft' _N/A-- N/A N/A I ATGRADE •Fayi
•60'MAX l a8'MIN I - I - - 60'MAX 48'MIN - •I ) i
30It' --N/A-- -_N/A N/A AT — 30ft' •_ _•-N/A N/A ) _N/A- ATGRADE IXWIOOIIIIWKL101K®OrE
N/A N/A -_N/A-_ATGRADE 36 ft'• N/A N/A N/A -.� ATGRADE 15-2378
X 'AS AN EXAMPLE,THIS TABLE IS PERMISSIBLE TD BE USED WITHIN PALM BEACH COUNTY CHECK WITH LOCAL 'AS AN EXAMPLE,THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY CHECK WITH LOCAL SCA&ZF H.TS
S AUTHOF�!TV HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABU WITHIN CERTAIN FLORIDA COUNTIES. AUTHORITY HAVING IURISDICHON FOR THE APPUCABIUTYOF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES Pte'oYaoamoN,
0.5
� (u 4
2
f HKL 4EHNM00,P,:. >
y �1� Nu I'EO 4G54`
C Y'
y f1 L f �kN'
? TABLE 5 :Vult=140 MPH,EXPOSURE B TABLE 6:Vult=140 MPH,EXPOSURE C � Fro8O
(FORUSEWITH A RISK CATEGORY II STRUCTURE) (FOR USE WITH A RISK CATEGORY II STRUCTURE] 'rr Ss+/Q LL Nu�
ALLOWABLE INSTALLATION ROOF HEIGHT I ALLOWABLE INSTALLATION ROOF HEIGHT r4E/t t I I 1��J7J`,. It"',
N=-BH m F,
TIE•DOWN CONFIGUMTION TYPE _ _ __ I TIE-DOWN CONFIGURATION TYPE (LaJ W� w U $d 5
MAXIMUM I I MAXIMUM I I 0�IL(
SURFACEARE.AOF UNIT I UNIT CS I C2 I C3 C4 SURFACE AREA OF I UNIT UNIT ) Cl C2 C3 C4 Zi.1 �.,Q Mgt
LINTS LARGEST I HEIGHT WIDTH UNIT'S LARGEST HEIGHT WIDTH W Ot�J,•`�' �+
FACE I FACE
_ _6h' _ __24111 lx In NSISR 52008 5200 FT _ S200 R_ __6_h' _ �. 24111 _ 12 in I_A_T GRADE___5200 FT __ 580 FT _ S200 FT NWS w
g 9It, i 32111 151- 1 ATGRADE i--S200FT I >60 FT 52008 —9—ft, ttt 32111 15 in T N/A 1 _SIBO FT NS15R 5200 F7 - 'aO a'
'e Oft' ^s200FT s200 FT_ sx00FT S2pOR� —�•�-_ s80 FT 5200 FT s2oo Fr sxpp Fr
Eft' H540R 200 FT 5200 FT 5200 FI _6_ft' ___I AT GRADE I S200 FT 5200 FT 5200 FT
9 ft'
48-MAX 14'MIN AT GRADE I 2200 FT 2120 FT S200R _ 9ft> 4B'MA% 24"MIN ATGRADE 1 5200 FT _ H540 FT __5200 F7_
-' 12 ft' - I 4 AT GRADE S201)FT_ 1 H540 FT --52008 12 h' N/A I S100FT AT GRADE S2DOFT_ L5
g
16 ft' I 1I N/A T 580 FT HS ISR -- 52008 l6 h' __ - - N/A """---)(((--- Hs15 FT AT GRADE_ _5200FT z 0
•` N/A—t 5100 FT H 115 FT 5 200 F ILL 20 tt` N/A H S 30 FT_ _ AT GRADE S 200 FT 1--1
E_ 20 h' _y `__... _
25 h' I J I WTA---f H S 40 FT 1 AT GRADE 5 200IT J- 25 h' 60'MAX 48'MLN -- N/A — - AT GRADE AT GRADE 5200 FT .__I
a •60"MAX d8'MLN - N/A AT GRADE N/A 980FT
30 ft' N/A _H 5 15 FT A7 GRADE S 200 R 30 Tt� __
--I I --- .. Q�F� 3 0
G - -36 fN I I H/A—r At GRADF AT GRADE s120R_. �_36 ft' N/A—_1AT GRADE _N/A _ .H;30 Ff__ ae ,., o perp,,
C N yr, O
S zo'2n k
a �
a E
LU rt
�� 4
? zP�6 0
E
TABLE 7 :Vult=140 MPH,EXPOSURE D m
[FOR USE WITH A RISK CATEGORY 8 STRUCTURE)
12
7
$ ALLOWABLE INSTALLATION ROOF HEIGHT
TLE-DOWN CONFIGURATION TYPE aid
MAXIMUM q E,
SURFACEAREA OFT UNIT UNITCl I I (3 C4
UNIT'S LARGEST HEIGHT I WIDTH O CC a�GG 777777{
FACE g q yy
i Eft` 24111 12111 I N/A S2DO FT H1 30 FT 5200 Fr
9ft' 1 32 in 151n N/AS100 FT ATGRADE 5200 FTS q P !i !4
^ 4h' H540FT 5200 FT 2200 FT 5200 FT 0;1
'A Eft' ATXGE 5200 FT S200 FT __t 2DO FT
9 fN 48'MAX 24"MIN, N/A _ 2 200 FT H 111 FT S 200 FT pl
9 12 h' 1 N/A MS40 FT ATGRADE 5200 FT
H 4 iii
S 16 ftt N/A AT GRADE N/A 1200 FT
2p RL N/A AT GRADE ATGRADE 5200 FT GPT404RtY1tLeWWmOPE
25 h' N/A ATGRADE N/A S12.0 FT 15-2378
60"M11X 48"MIN
—30 It, N/A N/A N/A _ HSd0 FT 9CAL1b MT
36 h' N/A N/A N/A AT GRADE ►Ace oEsoltmoMi
A
"AS AN EXAMPLE,THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN
BREVARD COUNTY CH ECK WITH LOCAL AUTHORITY HAYING JURISDICTION
$ FOR THE APPLICABIUT V OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES.
e