MC-16-346 ,yNoREs h FEB 08 2016 Miami Shores Village
BY: Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
rLe WAM`
Tel:(305)795.2204
OR Fax:(305)756.8972
AIR CONDITIONING REPLACEMENT DATA C
PERMIT NUMBER: MC + v 3vel�,
This form must accompany ALL air conditioning replacement permit applications. Each unit change-out must
be on its own data sheet. Multiple units on single sheets are not acceptable.Q
Job Address(where the work is being done):O_t� �[E OSI
�)
City: Miami Shores Village County: Miami Dade Zip Coded )I
ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB
ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION
A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS
AHRI DATA SHEET REQUIRED
Change disconnecting means:YES❑ NO❑ ARHI Sheet Attached:YES NO ❑ Contract Attached:YE$-K
UNIT BEING REPLACED DATA NEW UNIT
MANUFACTURER
AHU or PKG.UNIT MODEL#
c. COND.UNIT MODEL#
KLA KW HEAT
NOM TONS
AHWq.b CU PKG 1)M.C.A AH CU PKG
AHLBC)CY45 PKG NJ I tt 2)M.O.P AHLDCPKGLjjrl
AHU rQQ hlOr PKG 1 3)VOLTS AHU CLNjjaeKP.
PKG UNIT / NAft PKG UNI / /
NIO EER/SEER
YES NO REPLACING DUCTS YES NO
YES & 0 4 REPLACING THERMOSTAT YES NO
YES NEW 4"CONCRETE SLAB YES NO
YES NO NEW ROOF STAND YES NO
YES NO NEW RETURN
`PLE.NUM BOX YES NO
E
1. Minimum Circuit Ampacity(Wire Size): �L/__l(_I W
2. Maximum Overcurrent Protection (Fuse/Breaker Size): .
3. Voltage of Circuit(208/240/480):•Io,�_
4. Size Disconnecting Means: •
Contractor's Company Name: Phone 3X3 1 R30
State Certificate or R gistra 'on Ceor4fioet:of Competency No.
.
Signature '•' '.'Date•
(Qualifier's signature)
••• • • • • ••• • •
• • • • • • • • • •
(Revised02/24/2014) • •• •• • • • •• ••
••• • • • ••• • •
t
' t
o This combination qualifies for a Federal Energy
r" OWN Efficiency Tax Credit when placed in service
between Feb 17, 2009 and Dec 31,2014.
Certificate of Product Ratings
AHRI Certified Reference Number: 3869174 Date: 5/16/2015
s
Product: Split System: Air-Cooled Condensing Unit, Coil with Blower
Outdoor Unit Model Number: 14ACX-047-230*
Indoor Unit Model Number: CBX27UH-048-230*+TDR
Manufacturer: LENNOX INDUSTRIES, INC.
Trade/Brand name: MERIT
Region:
Series name: 14ACX SERIES
Manufacturer responsible for the rating of this system combination'is LENNOX INDUSTRIES, INC.
Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source
Heat Pump Equipment and subject.to.verificatio6 of rating,accuracy.by AHRI-sponsored,"independent,third
party testing: A
y
i r I L t
a ^
Cooling Capacity(Btuh Ca aci :— ' 46500
) ---- '
EER Rating (Cooling): 13.00VATMi.,; l E!j`I 13iJ 1 t11,Q i
SEER Rating(Cooling): 16.00
IEER Rating``(Cooling)`-
{
i ^
FootNote 11-The AHRI 210/240 Certified EER ratings are calculated under the same methodology as the EER ratings at T1 conditions of ISO
5151:2010 and ISO 13253:2011.
'Ratings followed by an asterisk(*)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate.
DISCLAIMER 6:n
• ••• • • w • • ••
AHRI does not endorse the product(s)listed on this Certificate and makes n te4esintatiops,yrarranties or guarantees as to,and assumes no responsibility for,
the product(s)listed on this Certificate.AHRI expressly discla%s all 11bilisy fQr dllmsgell RfVny Mnd arising out of the use or performance of the product(s),or the
unauthorized alteration of data listed on this Certificate.CelrWed i3Yags arpyaI1%pXiy Or r$ot1p6s1md configurations listed in the
directory at www.ahridIrectory.org.
TERMS AND CONDITIONS
This Certificate and its contents are proprietary products pf AHVI,chis Certircate shall only be used for Individual,personal and.
confidential reference purposes.The contents of this Certificate may not,in whole o6 In parr,t4reprtoced;copied;disseminated; '���
entered into a computer database;or otherwise utilized,Wt ny form or rrt�nrfbr Or b;a7 me ens,excert for the user's individual,
1
personal and confidential reference. • •• • • • • • • • • AIR-CONDITIONING,HEATING,
CERTIFICATE VERIFICATION •• • • • • • &REFRIGERATION INSTITUTE
The information for the model cited on this certificate can be verified at www.atirldirectory.org,click on"Verity 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 lister stsbotitom ri&t.• •
O `�•• • ----
c 2014 Air-Conditioning, Heatin ,and Refri�erat'wn Institute : s CERTIFICATE NO.: 130762486779814263
. . • • • . . . • •
1
r
PREMIER
ETTp_GTUR41.EtJGNEER6VC NC.
CERT OF AUTH OF ZATION 1K'29113
DESIGN-INVESTIGATE-INSPECT
2333 TUSCARORA TRAIL, MAITLAND, FL 32751
PHONE:407-227-741 6
y WWW.PREMIER-STRUCTURAL.COM
1
PROJECT NAME: LENNOX RESIDENTIAL UNITS—WIND LOAD COMPLIANCE PER 2014 FBC
DATE: 9/7/2015
TO: MR.TOM BRITTAIN
BRAND/PRODUCT MANAGER—COOLING
LENNOX INTERNATIONAL
RE:RESIDENTIAL UNITS-2014 FLORIDA BUILDING CODE WIND LOAD CALCULATIONS FOR NON-
ROOFTOP INSTALLATIONS
Mr. Brittain,
Per your request,we have analyzed the complete Lennox Residential Line of units. Our analysis was
performed in accordance with the 2014 Florida Building Code using the following Wind Design Criteria:
• Ultimate Wind Speed = 186 miles per hour
• Risk Categories= III and IV
• Wind Exposures= C and D
• Non-Roof Install Height of up to 10 feet above ground
t
As a result,we have concluded that only the 39.5inch long by 35.5inch wide cabinet LENNOX ELITE and
DAVE LENNOX SIGNATURE SERIES require additional screws for non-rooftop installations of up to 10 feet
above ground. (Reference page 6 for model numbers)
f
All other residential units may be installed as manufactured. (Reference pages 2 to 5 for model
numbers)
Please note that our analysis and results pertain only to the LENNOX unit itself and its ability to maintain
structural and panel integrity under severe wind events.The attachment of the units to the building
structure and the adequacy of the underlying building structure are not our responsibility and shall be
determined by others(i.e. building engineer of record or third party engineer).
I
If there are any questions please feel free to contact me.
\\\1111111111!/!!!
O. 6 2 '
TAPE 1:
�i�i0 ��•�I�k.�tddr'• �
•rlj��J! f \�i •
l l II PAGE 1 OF 6
LENNOX RESIDENTIAL UNITS-2014 FLORIDA BUILDING CODE PREMIER STRUCTURAL ENGINEERING CAO 29113
THE FOLLOWING UNITS MAYBE USED AT NON-ROOFTOP INSTALLATIONS OF UP To 10 FEET ABOVE GROUND WITHOUT PANEL MODIFCATIONS. '
Product Line Base Size Brand Coll Protection Louver Design Model Number Dimensions
Length Width Height
(inches) (Inches) (Inches)
Lennox Harz. 13ACX-018-230-17,-18
Lennox Harz. 13ACX-024-230-19,-20
Lennox Vertical 4AC 131-1 8P-7A,-8A 24.25 24.25 25.25
Lennox Vertical 4AC I 3L24P-7A,-8A
Allied Vertical 4AC 131.1 8P-7,8
Allied Vertical 14AC 13L24P-7,8
Lennox Horz. 13ACX-030-230-18,-19
Lennox Harz. 13ACX-036-230-17,-18
Lennox Horz. 14ACX-018-230A**
Lennox Horz. 14ACXS018-230A**
Small Lennox Vertical 4AC I3L30P-7A,-8A
Lennox Vertical 4AC 13L36P-7A,-8A 24.25 24.25 29.25
Lennox Vertical 4AC 14L 18P-6A
Lennox Vertical 4AC 141-S 18P-6A
Allied Vertical 4AC 13L30P-7,8
Allied Vertical 4AC 13L36P-7,8
FAllied Vertical 4AC 141-18P-6,7/4AC 14RL18P-6,7
Lennox Horz. 13HPX-01 8-230-17,-19
Lennox Horz. 13HPX-024-230-17,-19
Lennox Vertical 4HP 131.1 8P-7A
24.25 24.25 33.25
Lennox Vertical 4HP13L24P-7A
Lennox Horz. 13ACX-042-230-17,-18
Lennox Horz. 13ACX-060-230-17,-18
Lennox Horz. 13HPX-030-230-17,-19
p Lennox Harz. 14ACX-024-230A**
Lennox Harz. 14ACXS024-230A**
Lennox Harz. 14HPX-018-230-19
' Lennox Vertical 4AC 13L42P-7A,-8A
Lennox Vertical 4AC I 3L60P-7A,-8A 28.25 28.25 29.25
Lennox Vertical 4AC 141-24P-6A
Lennox Vertical 4AC 14SL24P-6A
Lennox Vertical 4HP 13L30P-7A
Lennox Vertical 4HP14L18P-7A
Allied Vertical 4AC 13L42P-7,8
Allied Vertical 4AC 13L60P-7,8
Allied Vertical 4AC 14L24P-6,7/4AC 14RL24P-6,7
Lennox Horz. 13ACX-048-230-19,-20
Lennox Horz. 13HPX-048-230-17,-19
Lennox Horz. 14HPX-036-230-19
Lennox Horz. 14ACX-042-230A**
Lennox Horz. 14ACXSO42-230A**
Lennox Vertical 4AC 131.48P-7A,-8A
Lennox Vertical 4AC 14L42P-6A,-7A 28.25 28.25 33.25
Lennox Vertical 4AC 14LS42P-6A,-7A
Lennox Vertical 4AC 14L48P-6A,-7A
Lennox Louver Vertical 4HP 13L48P-7A
Lennox Vertical 4HP 14L36P-8A
Allied Vertical 4AC 14L42P-6,7
Allied Vertical 4AC 14RL42P-6,7
Medium Allied Vertical 4AC I 4L48P-6,7
Lennox Horz. 13HPX-036-230-17,-19
Lennox Horz. 13HPX-060-230-17,-19
Lennox Horz. 14ACX-030-230A**
Lennox Horz. 14ACXS030-230A**
Lennox Horz. 14ACX-036-230A**
Lennox Horz. 14ACXS036-230A**
Lennox Harz. 14ACX-041-230-03
Lennox Horz. 14ACX-048-230-14
Lennox Harz. 14HPX-018-23OA20
Lennox Horz. 14HPX-024-230-19
Lennox Horz. 14HPX-030-230-19
Lennox Vertical 4AC 14L30P-6A
Lennox Vertical 4AC I4L36P6A,-7A
Lennox Vertical 4AC I 4LS30P-6A 28.25 28.25 37.25
Lennox Vertical 4AC 141-S36P6A,-7A
Lennox Vertical 4AC 14L48P-8A
Lennox Vertical 4HP 131-36P-7A
Lennox Vertical 4HP 13L60P-7A
Lennox •• •• •Vegical• 4F1PI ILI8P�A
I Lennox • *VeAicai •416P 41-
Lennox •• • •Vt:ic j �41SP11L3011-A
Allied • •Vedicd •44Cl1,41-301` 6%7
Allied •• •• ARical• 4ACl%RL9OP-6,7
Allied Vertical 4AC 14L36P-6,7
Allied Vertical 4AC 14RL36P-6,7
Allied • *00 Vertical• 4AC14gVW-6,70
Allied • • • •VeRicdl •4AC141.40P-6t7 •
Lennox ••0 0 �i rz.• • 131-IP4- 42-2 -1 ,-19 28.25 28.25 43.25
Lennox • •• •VeRicdN •4HP13L42P-7R •
Lennox •• • orz. 14ACX- 47-23 -03
Lennox Horz. 14ACX-060-230-11,-14
Merit/Aire- 32.25 32.25 33.25
Lennox Vertical 4AC I 4L60P-6A,7A
Flo/Allied Allied 000 • •Ve*ical •e4AC W1.60P-47
Lennox • �.• 4AC:-059-2:0-04
000 • 0 0 ••• • • PAGE 2OF6
LENNOX RESIDENTIAL UNITS•2014 FLORIDA BUILDING CODE PREMIER STRUCTURAL ENGINEERING CA#29113
THE FOLLOWING UNITS MAYBE USED AT NON-ROOFTOP INSTALLATIONS OF UP TO 10 FEET ABOVE GROUND WITHOUT PANEL MODIFCATIONS.
Product Line Base Size Brand Coil Protection Louver Design Model Number Dimensions i
Length Width Height
(Inches) (Inches) (Inches)
Lennox Harz. 14HPX-042-230-19
Large Lennox Horz. 14HPX-048-230-19 1
37.25
Lennox Vertical 4HP14L42P-8A 32.25 32.25
Lennox Vertical 4HP 14L48P-8A
Allied Vertical 4AC 14L59P-6,7
Lennox Horz. 14HPX-060-230-19
32.25 32.25 43.25
Lennox Vertical 4HP14L60P-8A_
Lennox 13ACD-0I8-230-15
Lennox 13ACD-024-230-15
24.25 24.25 25.25
Allied 4AC I 3B I 8P-7,8
Allied 4AC 13B24P-7,8
Lennox aAC35J4N4JY
Lennox ISA036SAN43G
Lennox 'SA036S4N44Y
Small Lenrox TSA036SAN44G 24.25 24.25 ;29.25
Allied 4AC 13B30P-7,8
Allied 4AC 13B36P-7,8
Allied 4AC 14B 18P-6,7/4AC 14RB 18P-6,7
Lennox 13ACD-030-230-15
Lennox 13ACD-036-230-17
24.25 24.25 33.25
Lennox TPA036S4N44YF
I Lennox 1*OA036S4N44G
Lennox 13ACD-042-230-17
Lennox TSA04254443Y
Lennox TSA04254N43G
Lennox TSA042S4N44Y
Lennox 'SA042S4N44G
28.25 28.25 29.25
Lenrox TPA036HAN42G
1
Lennox TPA036HAN42Y
Allied 4AC 13B42P-7,8
Allied 4AC 13B60P-7,8
Allied 4AC 14B24P-6,7/4AC 14RB24P-6,7
Allied 4H P 1413 1 8P-8*
Allied 4HP14B24P-7*
Lennox 13AC D-060-230-17
Allied 4AC 14B42P-6,7/4AC 14RB42P-6,7
1 Allied 4AC 14B48P-6,7
Lennox TPA042S41N44=Y
Lennox TPA042S4N44G
1 Lennox TPA048S4N45Y
Lennox 'A048S4N4543 28.25 28.25 33.25
Len^ox TSA060SAN43Y
Lennox Wire Guard TSA060S4N43G
Medium Lennox ISA060SAP444Y
Lenrox TSA06054N44G
Ler::-ox TPA036HAN43G
Len-^.ox TPA036H4N43Y
Lennox 13AC D-048-230-17
Allied 4AC 14B30P-6,7/4AC 14RB30P-6,7
Allied 4AC 14B36P-6,7/4AC 14RB36P-6,7
Lennox rSAOACSAN43Y
Len,ocx TSA048S4N43G
Lennox 'SA048S4N44Y
Len-ox TSA04CS4N44G I
Lennox TPA036S4N45Y 28.25 28.25 37.25
Len-ox -PA036SIN45G
Lennox TPA048S4N44Y
Lennox "PA048S4N44G
Lennox PA060SIN45G
Lennox TPAC50S4N45Y
Lennox TPA.036S4N45Y
Lennox 'PAC6OS4N45G
Lennox TPA042SAN45Y
Lennox TPA042S4N45G 28.25 28.25 43.25
len,nox TPA060S4N44Y
Lennox �PA06054N44G
Lennox TPA0421,4N42G
Lennox TPA042H4N42Y
Lennox •• •• • • • TP•AO,2H4NA,�
Lennox • • • • • FFoV0,•IH•J43Y
Lennox •• • •• TF!an PiH�,2G 32.25 32.25 37.25
Lennox • • • • •TF•\0-•;H4N4'jY
Lennox •• •• •• •
Lennox TPA048HaN43Y
Lennox FPA060H4N42G
Lenncx • ••• • • iP.Ac i e 0V42-0
Lennox • • • • • • • IPA06CH 0.1403• 32.25 32.25 43.25
Lennox ••• • ••• • • Te\0j*14N4:1
Allied • •• • • • •4ACl%B6@P-S7 •
Lennox Horz XC13-o78-230-(34,-05 28 27 27
Lennox XC13-024-230-07,-08
Lennox XC 13-030-230-03,04
Lennox 000 • • Htrz* • E13s036-230-07,-08 28 27 31
Small Lennox • • • C14 18-23
• • • • • • • • • •
••• • • • ••• • • PAGE3OF6
i
_ f
LEN
NOX RESIDENTIAL UNITS-2011 FLORIDA BUILDING CODE PREMIER STRUCTURAL ENGINEERING CAN 29113
THE FOLLOWING UNITS MAY BE USED AT NON-ROOFTOP INSTALLATIONS OF UP TO 10 FEET ABOVE GROUND WITHOUT PANEL MODIFCATIONS.
Product Line Base Size Brand Coll Protection louver Design Model Number Dimensions
Length Width Height F
(inches) (Inches) (Inches)
Lennox XP13-018-230-10,-I1,-12
Lennox Horz. XP13-024-230-10,-I1,-12 28 27 35
Lennox XP16-024-230-I1 p.
Lennox XC13-060-230-08.-10
Lennox XP 13-030-230-09,-10
lennox XC 14-024-230A**
lennox Horz. XC 16-036-230-05 35 30.5 31
Lennox XC 1 6SO36-230-05
' Lennox SSB036H4S45Y
Lennox SSB036H4S45G
Lennox XC 13-048-230-06,-08
Lennox Harz. XP13-048-230-09 35 30.5 35 t
Lennox XC 14-042-230A**
I Elite Lennox Louver XP14-036-230-10
Lennox XC13-042-230-03,-04
Lennox XP13-036-230-09 i
Lennox XP13-060-230-09 I
Medium Lennox XC14-030-230A**
" Lennox XC 14-036-230A** '
Lennox XC14S036-230A**
f Lennox XC 14-041-230-04
Lennox Horz. XC14-048-230-08 35 30.5 39
Lennox XP14-018-230A10
Lennox XP14-024-230-09
d: Lennox XP 14-030-230-09
Lennox XC 16-048-230-04
Lennox XC 1 6SO48-230-04
Lennox SSBO48H4S44Y
Lennox SSB048H4S44G
lennox XC 16-024-230-04
Lennox Harz. XC 1 6SO24-230-04 35 30.5 45
Lennox XP 13-042-230-09
4SC U 13LE 1 18P-5*
Horz. 4SC UI3LEI24P-S* 26.75 24.75 25.75
4SC U 131.13 1 18P-3*
4SC U 131.13124P-3* I
4SCU 1 3LE 1 30P-5* I
4SCU 13LEI36P-5*
Small Allied 4SCU13LB130P-3*
Horz. 4SCU 13LB136P-3* 26.75 24.75 29.75
4SCU14LB118P-7*
4SCU I4LBR18P-7* I
4SCU 14LE1 18P-7* I
4SCU 16LS 124P-1* i
Horz. 4HPI6LT24P 26.75 24.75 33.75
4SHPI61-SI24P
4SCU I3LE142P-5*
4SCU 13LE 160P-5*
4SCU 13LB 142P-3*
4SC U I 3LB 1 60P-3*
4SC U I 4LB I 24P-7*
Horz. 4SC U I 4LB R24P-7* 31.25 29.38 29.75
4SC U 14L 124P-7*
4SC U I 4LE R 1 24P-7*
4SCU 1 4LE I 42P-4*
4SC U 14113 1 42P-4*
4SC U 1 4LBR 1 42P-7* s
4ACI61-S136P-1A
4SCU 13LE148P-5* i
4SCU 13LB 148P-3*
4SCU I4LE142P-7*
4SCU14LER142P-7*
Horz. 4SCU I 4LB 1 42P-7* 31.25 29.38 33.75
4SCU I 4LBR I 42P-7*
4SC U 14LB 148P-4*
4SC U 14LE 148P-4*
4SHP I 4LB 136-7 1
4SHP I 4LE 136-7
Medium Allied •• *09 • • • 4SCU L4LE1 A,1 e 4* l
• • • • • 4SCUL41-E647P-4*
•• •• ••• • 4S;�i41-e JOP-7*
• • • • • e 4SCUlr0.LBR136P-7*
••
000 •• • 4SC1J1'4L8R:%P-7*
4SC U I 4LB R I 36P-7*
4SCU 141-El 30P-7*
Allied Rounded 04uv*e • • • 4SC1J6E"136P•7*
Square • • • • • •4SCU I4LER36P-7"•
••• • • ••• 4SJ,U641ER13:P-�
• •• •Herz.• •4SCU RSLSR48P-1• 31.25 29.38 37.75
•• • • • 4SHP14L%118P-7
4SHP14L13124P-7 I
4SHP1 4LB 1 30P-7
••• • • • • •♦SHP WLE118W7
� � � �•� �SHPI:LE124�7 p.
• •• •• • • • •• ••
••• • • • ••• • • PAGE 4OF6
t
LENNOX RESIDENTIAL UNITS•2014 FLORIDA BUILDING CODE PREMIER STRUCTURAL ENGINEERING CA#29113
THE FOLLOWING UNITS MAYBE USED AT NON'ROOFTOP INSTALLATIONS OF UP TO 10 FEET ABOVE GROUND kmou PANEL MODIFCATIONS.
Product Line Base Size Brand Coil Protection Louver Design Model Number Dimensions
Length Width Height
(inches) (Inches) (Inches)
I, 4SHP14LE13OP-7
4AC 16LT48P
4SCUI61-S148P
4HP16LT36P
4SHP161-S136P
Harz. 4ACI6LT60P 31.25 29.38 43.75
1 4SC U 16LS 160P-1
4SCU 14LB 160P-4*
' 4SC U 1 4L 159P-4*
f 4SC U 14LE 160P-4*
4SHP 1 4LB I 42P-7
Horz. 4SHP I 4LB I 48P-7 37.75 35.75 37.75
4SHP 1 4LE I 42P-7
4SHP 1 4LE 1 48P-7
4HPI6LT48P
4SHPI6LSI48P
1
4SHP 1 4LB 1 60P-7 �..
4SHP I 4LEI 60P-7
4HPI6LT60P
4SHPI61-SI60P
4ACI8LT24P
Large Allied 4ACI8LT36P
4ACI8LT48P
4AC18LT60P
4SCU18LT124P-1*
Harz. 4SCU18LT]36P-1* 37.75 35.75 43.75
4SC U 18LT 148P-I* i
4SCUI81-TI60P-1*
4HP18LT24P 1
4HP18LT36P
4HP18LT48P
4HP18LT60P
4SHP18LT124P
4SHPI81-TI36P
4SHP18LT148P
4SHP181-TI60P'
t
1
1`
I
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
• ••• • • ••• • 1
• • • • • • • • • •
•••• •• • 0.0 • • • •• • • 4
• • • •
• •• •• • • • •• ••
••• • • • ••• • •
PAGE 5 OF 6
1
LENNOX RESIDENTIAL UNITS-2014 FLORIDA BUILDING CODE PREMIER STRUCTURAL ENGINEERING CAN 29117
* THE FOLLOWING UNITS REQUIRE FIELD MODIFICATIONS(ADDITIONAL SCREWS(FOR NON-ROOFTOP INSTALLATIONS OF UP TO 10 FEET ABOVE GROUND.
Product Line Base Size Brand Coll Protection Louver Design Model Number Dimensions 1
Length Width Height
(inches) (inches) (Inches)
Lennox XC14-047-230-04
Lennox XC14-060-230-04,-05
Lennox Horz. XP16-036-230-09 39.5 35.5 35
Lennox SPB0361-14S48Y
Lennox XP 16-048-230-08
i Lennox SPB048H4S48Y
Lennox XP14-042-230-09
Lennox XP 14-048-230-09
Lennox Horz XC20-024-230A** 39.5 35.5 39
Lennox XC20-036-230A**
Lennox XP20-024-230A**
Elite Large Lennox Louver XP20-036-230A**
Lennox XC 16-060-230-05
Lennox XC16SO60-230-05
Lennox SSB060H4S44Y
Lennox SSB060H4S45G
Lennox XP 14-060-230-09
Lennox Horz. XP 16-060-230-08 39.5 35.5 45
Lennox SPB060H4S48Y
Lennox XC20-048-230A**
Lennox XC20-060-230A**
Lennox XP20-048-230A**
Lennox XP20-060-230A**
Lennox XP 17-024-230-09
Lennox XP 17-030-230-10
Lennox XP 17-036-230-09
Lennox XP 17-042-230-09
Lennox Horz. XP21-024-230-07 39.5 35.5 37
Lennox XP21-036-230-06
Lennox XP25-024-230-01
Lennox XP25-036-230-01
Lennox SL18XP1-024-230A**
Lennox SL18XPI-030-230A**
Lennox XC 17-024-230-08
Lennox SLI8XCI-030-230A**
Lennox Horz. SL 1 8XC I-036-230A'* 39.5 35.5 41
Lennox SL18XC1-042-230A**
Lennox SLI8XPI-036-23OA**
Lennox SL18XP1-042-230A**
Lennox XC 17-030-230-08 F
Lennox XC 17-036-230-08 }
Lennox XC 17-042-230-08
Lennox XC 17-048-230-08
Dave Lennox Lennox XC 17-060-230-08
Signature Series Large Lennox Louver XP 17-048-230-09
Lennox XP 17-060-230-09
Lennox SL18XC1-024-230A**
Lennox SL18XC1-048-230A**
Lennox SL18XC1-060-230A**
Lennox SLI 8XP1-048-230A**
Lennox SLI 8XP1-060-230A**
Lennox HorzXC21-024230-10 39.5 35.5 47
Lennox XC21-036-230-10
Lennox XC21-048-230-10
Lennox XC21-060-230-11 I
Lennox XP21-048-230-06
Lennox XP21-060-230-06 I
Lennox XC25-024-230-01
Lennox XC25-024-230-02
Lennox XC25-036-230-01
Lennox XC25-048-230-01
Lennox XC25-060-230-01
Lennox XC25-060-230-02
Lennox XP25-048-230-01
Lennox I IXP25-060-230-01
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• ••• • • ••• •
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PAGE 6OF6
I
a
r
L ENNI 7X
INSTALLATION PROCEDURE
507575-01
August 21, 2015
Installation Kit for Securing Elite and Dave Lennox Signature Series Louvers for
High Wind Events (141110)
Units that are exposed to wind shall be designed and installed to resist the wind pressures determined in accordance with the
Florida Building Code.This kit consists of this instruction and four sheet metal screws.This kit is required for medium and large
base Elite®and all Dave Lennox Signature®Collection outdoor units.
REQUIRED TOOLS: Electric or cordless drill,drill bit capable of drilling into metal(.125"or 1/8"), 1/4"nut driver or drill socket.
ELITE® DAVE LENNOX S/GNATURE®COLLECTION
DIM "B" DIM "C"
MEDIUM BASE 30.50 35.00
LARGE BASE 35.5 0 39.4 0
c' c DIM "B" DIM "C" c
ALL SAME
SIZE 30.50 35.00
1
'B'
WARNING!
BEHIND THE LOUVER PANELS IS THE OUTDOOR COIL WHICH CONTAINS R-410A HIGH PRESSURE REFRIGERANT.
HAZARDS EXIST THAT COULD RESULT IN PERSONAL INJURY OR DEATH.TAKE EXTREME CARE WHEN DRILLING
THE HOLES INTO THE LOUVERS OR BASE LIP TO PREVENT PUNCTURING THE REFRIGERANT COPPER PIPES.
25
.25 2.50 2.50
-�..I
STEP A-DRILL IN THE LOCATIONS INDICATED.DRILL ONLY THROUGH THE LOUVER.DO NOT PENETRATE THE UNIT BASE LIP.THE
BASE LIP WILL NEED TO BE DRILLED AFTER THE LOUVER IS REMOVED.REPEAT STEP FOR THE OPPOSITE SIDE LOUVER.
STEP B - REMOVE LOUVERS AND PROVIDED SCREWS
DRILL THROUGH THE BASE LIP
WHERE MARKED BY THE DRILL BIT
WHEN DRILLING THROUGH THE
LOUVERS IN STEP A. 1
•• i • • i ••• SHEET METAL SCREW
IMPORTANT - WHEN DRILLING • • ; ; ; •; '• 100020-01 #8-18 x 3/4"WITH
THROUGH THE BASE LIP, PROTECT • • • • • • • SPHERICAL POINT
THE COIL FROM DAMAGE BY •• • • ••
PLACING A SOLID OBJECT (PIECE p
OF METAL, BLOCK OF WOOD, ETC.) 0 ••• • STEP C-REINSTALL LOUVERS AND SECURE
BETWEEN THE LIP AND THE COIL. • • • • OTO THE BASE USING THE PROVIDED
• • • • • •• i SCREWS AND THE HOLES PREVIOUSLY
•• • • •• ••• ••'DRILLED.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
000 0 • 0 ••• 0 •
,
BMP INTERNATIONAL, INC.
P�L�449R�19nRp,D�D' I
MECHANICAL UNIT STEEL TIE-DOWN CLIP: AT GRADE &ROOF-TOP MOUNTED APPLICATIONS
7Sia -WE,GHI• DESIGN NOTES: `* _
° 1 `�MECUWICJIL UNIT = i
PER SEPARATE TNIS PRODUCE 11A5 BEEN DESIGNED IN ACCORDANCE WITH ASC?7-10 AND THE FLCX[gJkO n n •r i
( BUILDING CODE FOR USE WITHIN AND OUTSIDE DIE HIGH VEIDCTY HURRICANE ZO
- I ` CERTIFIGTION,TYP. INDICTED IN THE ACCOMPANYING DESIGN SCHEDULES,THE DESIGN CRITERIA USED TES
1I\ �
s tCENTER OF GRAVITY I \ / % r CLCRATETHE ALLOWABLE ROOF-TOP HEIGHTS CONSIDERS ASCE 7-10 SKETCH 29.5.1
�'�\ FOR ROOFTOP HEIGHTS(H)S60 FT AND SECTION 29.5 FOR ROOFTOP HEIGHTS(H)>60 FTS b
4 ASSUMED TO ACT AT THE k SECTION 29-4.1 FOR INSTALLATIONS AT GRADE(GCD�,,.,,�3.10 WITHIN THE HVHZ, RH{TE
A GEOMETRIC CENTER OF THE '-•\ (GC')L._.,-1.90 OUTSIDETHEH 11O(CAA� 1.S FORALL LOCATIONS(CONCURRENT)• �i < €
MECHANICAL INT. Ts O I i ALL OTHER DESIGN VARIABLES ARE TR ACYtlRDANCE WITH ASCE 7 0 r1�Q3 0
t7"' ��. SEE DESIGN THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENTTHE'loALLOWC A�QC�TT OF uY 9 .
S
MECHANICAL UNIT MUST R, m m I tCEN AV OF SCHEDULE FOR THE BUILDING.THIS PRODUCT APPROVAL ALLOWS FOR EACH LRNTTo BE INSTALLED ON A Z•` O 4-z!
f
SQUARE EG LAR S H PE.S. =H ``�� I GMVIT�i MAXIMUM SURFACE MAXIMUM 30•TALL C STAND(CERTIFICATION BY OTHERS)ON TOP OF THE HEIGHTS W W
NO IRREGULAR SHAPES, E z �\ A/ W 3
ss t7 AREA AND DESIGN LISTED IN THE DESIGN SCHEDULES. W LL s 3 J
4 G '�`��,.= PRESSURE,TYP.
d �V1 GENERAL NOTES: m%
moo€
Hy S w
STEEL TIE-DOWN CLIPS. L THIS PRODUCT HAS BffM DESIGNED AND SHALL E FABRICATED IN ACCORDANCE WITH
$# SEE DETAIN 1/3 k TI THE REQUIREMENTS OF THE FLORIDA BUILDING CODE►ASCE 7-10.THIS PRODUCT MAY
F 1,2 FOR CLIP INFORMATION, BE USED WITHIN AND OUTSIDETHE HIGH VELOCITY HURRICANE ZONE.
e 2 NO %INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS w
• • • �\ U
3• • •••• �� • •• - — 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST
a•••••• 'ti REPORTS STEL 0197 jfN7 TIER OI9703078 BYTESTDIG EVALUATION LABORATORIES, Z
K
• • l 3 • 3'MAX) INC.NO SUBSTTTUITONS WITHOUT WRITTQI APPROVAL BY THIS ENGINEER SHALL I
j
see**: �, .` f TYP. PERMITTED.
•••••• \f �'•R ,_) 4. MAXIMUM k MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UN SHALL J
HOST STROCTURE RESIGN l'• % CONFORM TO SPECIFICATIONS STATED HEREIN.ALL MECHANICAL SPECIFICATIONS € 3
5 • BY OTHERS.SFE DE4C�FF�• Y •�•� =' (CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER MANUFACTURER RECOMMENDATIONS z= n o g
• SI�EDULES FOR •••.�• -� �\ "/ ;"
• ALLOWAB TFS �.� '' �'' - AND ARE THE EXPRESS RESPORSIS LOY OF THE CONTRACTOR.
lE 5Ug5iR� S. FASTENERS TO BE P12 X WOR GREATER SAE GRADE S UNLESS NOT®OTHERWISE Q F G
d•••••• •- •i""-" •• •e'-\` .% 0� � TAPCONS REFERRED TO HEREIN SHALL BE RTW BUILDEX BRAND,WtBWI STEEL ONLY, w '
$ • • • • • ��, 3•MAX C•
••••• • •• •••••• �-1YP. �r,J INSTALLED TO 3000 PSI MIN GDMOIETE SEE ANCHOR SCHEDULE FOR MKTgR FKKF-- n ddu M
' Mi ECHANI(rA� UNIT ~'' 3TYP ��'��` REQUIREMENTS'ELECTROLYSIS.
00000 ERS SHALL HAVE APPROPRIATE CORROSION PROTECTION ¢ ^m n rn
S -D O �• ls@E 6 ALL STEEL MEMBERS SHAM E P A253STEEL.
AGAINSTD(bRROSW N WITH AN APPROVED z n S z r
TITE dKAI�SbMEi RIC `. Y c ) Fy�ITH33 AN APPROVED (Y =
3 • • I COAT OF PAINT,ENAMEL OR OTI/El A►IROVED P Lu v
ROTECTION.G90-MTED ODAIDIG 3
•••••• ]. 1•.1'-0' ISOMETRIC TYPE OF CUP AND NUMBER OF CT.IPS REQUINED FOR ALL COASTAL INSTALLATIONS.
F • • ••0 0•• PER CORNER WILL VARY PER 7, ALL CONCRETE SPECIFIED HEREIN I5 NOT PART OF THIS CERTIFICATION.AS A MIHARIM, z
-' 1. • CONNECTION TYPES Cl-C4 ON SHEET 2 ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4•MLN.THICK AND SHALL HAVE
••,•TIE-DOVYN'GCIP DIREGTLIVE EXAMPLE
0`00M1N[MU4 COHPRESSIVE STRENGTH OF=&%UNLESS NOTED 0THFA ILL
B. THE COMRACTOR IS RBPONSIDIE TO ALL MEMBERS FROM tWISF-R/RIR F
MATERICA TO PREVENT I3.ECfR0lY515.
,�, • (THE PoLLOWING EXAMPLE ILLUSTRA 9. EIFCTRICL GROUND,WHEN REQUIRED,M pE pISTC-TED k IN 0Y OTHERS, m C
P DURE USED TO DETERMINETHE MAXIMUM ALLOWABLE 0.00FT0P INSTALLATION HEIGHT,R,FOR ANY GIVER 10.THE ADEQUACY OF ANY COSTING STRUCTURETp WfTHSTAHD SUPHRIMPOSED LOADS
••••+R`71ANiCAL UIRST•D•,TKONFORMS TO ThE Dim FJRION RESTRICTIONS AMD DESIGN CRITERIA LISTED HEREIN.SEE SHEETS 4-S FOR DESIGN SCHEDULES;.) SHALL BE VERIFIED BY THE ONSITE DESIGN PRO FESSIONALAND IS NOT IN ED LOALUDEQ IN
O THIS CERTIFICATI0N.CXCEPT AS EXPRESSLY PROVIDED HEREIN,RO ADDITIOMM. i
q MECFIANIMRL•IfNIT C�ERI101; CFRTIFICTIOMS OR AFFIRMATIONS ARE TFrtEMDED• C y r
v CONSIDER THE INSTALLATION OF(1)MECHANICAL UNIT WITH THE FOLLOWING CRITERIA. 11.THE SYSTEM DEMILED HERELM IS GECERIC AND DOES NOT PROVIDE INFORMATION FOR
F Vu10.170 MPH,EXPOSURE'B• A SPECIRCSITE.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED R. I
• 40•TALL X 49•DEEP K 40•WIDE,1001E(WEIGHT AS VERIFIED BY DRIERS) HEREIN,A LICENSED ENGINEER OR REGISTERED ARCTI[4TSDW1 PREPARE$ITE s a2
• INSTALLED TO 3000 PSI MIN CONCRETE WITH cl)-r CRP AT EACH CORM OF UNIT(TOTAL OF(4)CIPS) SPECIFIC DOCUMENTS FOR LICE IN CONJUNCTION WITH THIS DOCUMENT:
s 12 WATER-TIGHTNESS OF COSTING Hf ST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY
8 PROCEDURE: OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL ENSURE THAT ANY REMOVED !
OR ALTERED WATERPROOFING MEMBRANE is RESTORED AFTER FABRICATION AND
d
PRO CEDORE STEP INSTALLATION OF STRUCTURE PROPOSED HEREIN• IS
ENGINEER SHALL NOTRE
1 DETERMINE THE CONNECTION TYPE BASED ON TN6 DIAGRAMS ORR SHEET 2 CDNNECTDN ME 7 RtRIIT RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAYOCCUR AS sE
WATER-T1G7HTNE55 SHALL BE THE FULL RESPONSIBILITY OF THE LNSTALLDDG € 2 E
3 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A Vult-170 MPH,EXPOSURE•B'.THIS DESIGN C0MIUILT0R. 1
•'" CRITERIA CORRESPONDS TO TABLE S 13.FOR AN EXPLANATION OF EXPOSURE CTEWFUE5 T1iATA0ODMPAM THE VUR WIND
3 DETERMINE LARGEST FACE AREA OF MEOUNtCAL UNITTO E INSTALLED 4!'k4C.36FT• SPEEDS USED IN THIS APPROVAL,SEL?SECTION 26.7.3 OF ASCE 7-10. aC i
7145 OMIT HEIGHT OF I!•IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGILT OF 4••. � !
4 CHECK MAXIMUM UNIT HEIGHT RESMC17ON NOTE:TIES PR0DUCTAIPROVAL ALLOWS THE HCNIYTORl2NSTALLED ON TUI T0RRfi1T/iWAfLlBYYDpPE
E OFAN A/C STAND THAT IS A MAXIMUM 30-TALL IFAN AICSTAND IS HT2LIZlD 15-2378
5 CIECKTD SfJ!THAT 7NlSTAND DOLS NOTIXC"fD]0'!N HEIGHT
E S (HC{K MINIMUM UNIT WIDTH RESTRTCITO UNT WIDTH IS 4B•WMCH TS-t TELA THAN THE MINIMUM ALLOWABLE WIDTH Of 24•
3 PAYR D TIROM:
THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAI OR EQUAL TO 15 FT.
H 6 DETERMINE THE ALLOWABLE ROOF-TOP HEIGHT OF THE INSTALLATION ADOITIONALLY,THIS UNIT MAY Be INSTALLED ON ROOFTOP HEIGHTS GREATER
- -
C THAN SOFT AND LESS THAN'Do FT.SEE(•)ON TABLE S FOR-DIE NUMERICAL
VALUr3 nF THIS DESIGN EXAMPLE
`a
i
WA 1'E
ANCHOR SCHEDULE: NN
\ 1"CLIPS 2"CLIPS
�.,
V�j / '\ SUe5TRA7E
0 1
`
DSRITON sues7RA7E DESCRIPTION=_*•-:
_
j W O �•,\ •�• ` •.,�\ (1]-5/16.0 CAROON STEEL ' ' ,� D
'� ITW eWIDOf TA/CpN, '0 CARBON L n
v"� f N CONCRETE,; 2Y•'FULL EMBED TO CONCRETE: ITW DUVM TAPCOfft c
2t.•PULL EKaW TO
\, !scl p twIXruN, CON s
3000 PSI MIN.) EDGE D 3h'14N. (4'THIIX MIN, i :J
- SPTAN N3Ax*NW 3000►SI NW.) EDGE o7 µ3h'MIN. r•�p� ``
CE.3$'HW, tef _Y
J ``= AD]ACExT ANCHo ��Amch
\ ANCHOR iF
R L
' (1}•14 SAE GRADE 5 (2} 14 SAE GRADES Z k pa W 5
S
(0.125,MIN. SHEET METAL SCKEWTO ALUMINUM: SN2)-*14 A E CLADS TO ti9 3
1'CLIPS 3•MAK TI UCK,6061-T6 ALVMWIIM,PROVIDE(5) TIIIOC,6061 T6 ALUMINUM.PROVIDES) W W W^3 0
`�\ I i Mitt.ALUNixUM PITCHES MW.PAST 34"•-•
7 \ `..3•MA>d J'. \ I'CLIPS _ ) THREAD PLANE HIM.ALUMINUM) PITCHES MW PAST V) 3 i
`3' K THREAD PLANE wcf S '
4 Cl
(0.STE MIN. (1"14 SAE GRADES STEEL. (2}I345AE GRADES `
3., yL `\,` SHEET METALsCREW TO (0.125 MIN.
i • •7`.` TW./•'\l,`J�' p'('R .• THICK,33 K9 STER,PROVIDE(5) TMICIC,33 KSI STS METAL sc EWS TO
Z • • •\` jSt1 `'�\`-` ` •L / 3•PUX,'�J�F.V( M1N.STEEL) P(T%MIN.PA5T
• •••••• ` 1 i� � `�T•P.. � HI9-a , WDEN(S)W
•••• i THREAD FLA
U
z a w
L EMBEDMENT AND EDGE DISTANCE EXCLUDES FINIST,fS,If APPUCAeIE F••1
gS• n CONNMTION TYPE.C1 `\ `•�- L ENS URE MINIMUM EDGE DISTANCE AS NOTEDWANCNOR sa+®u1r:
•••••�
• 1 QIP UTILIZE MAT EACH L60RNER FOR A TOTAL OF f41 PER UNIT �
CONNECTION TYPE C2 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MEQWDCAL UMlr, n 3 O
Z o n e o d i
•• • J,``
000000
1•LI.Iy'UTILIZE(2)AT EACH CORNER FOR ATOTAL OF(B]PER UNIT °1
•••••• • •••= •• •• O�� F
• 4p,-, • ``ice, •
•• •• i •e ••��•• Q 0^ 0
•�TP•i� '•••• •••i l� Z C t I
tv �' • • • • \ a' z
a • a'^;^ • •••• •••• `\ _u 6'MAX UNIT WIDTH LL(ti�. ~
•��• `` =uh,n �•� QIP OFFSET CLIP OFFSET Z 0
L`.. • E_t;88 • P� 66:60* ? CLIP PAIR SPAQPK' P-•1
• • •• i' •••••• E�� r
Ey1���, ( • • • n5 x [1 W
• i / • Y„`j L f 31 TYP MECHANICAL m u
C ••• •• • • _ `� _ `
alp-CLIP
0000 '
• • I SPACING UNIT PER
/ •••• �' SEPARATE
() `I�\ CERTIFICATION
r` I 2'CUPS \ _— 3•M r� A F�
TYP. Y CUPS 3UTILIZE(4)CLIPS EA SIDE
:.'" ? �\ TYP• '• OF UNIT FOR A TOTAL OF Ii i
`\•� •..� ..�.'' .' ,I (8)PER UNIT
3 F1 '
`. •MAX ,�,,`L�°�� ~ .5 / O,'�+, $ ;��
3•MAK 'tX`7I� * ♦< i
3'MAXTYP. X4'k%
6 �,ZCONNECTION TYPE C3
2 CLIPS UTILIZE(1)ATEACH CORNER FOR ATOTAL OFf4IPER UNIT —CONNECTION TYPE C4 ALTERNATE (8) CLIP DETAIL15-2378
CUPS-UTILII
2 ZE(2)AT EACH CORNER FORA TOTAL OF(81 PERU 3 N.T.S. PLAN VIEW tcuE MTS
►Ace DEscRlPrlox
•; THIS DETAIL MAY BE USED AS AN ALTERNATE GE014ETFUC
PATTERN FOR ALL CONNECTION TYPES THAT U TILEM(2) "5
CUPS AT EACH CORNER FOR A TOTAL OF(8)CLIPS PER
a
UNIT.
.j
-FOR ANY QIP iMNK L NFHNAPDO,I.E
0.19• LONGER THAN 10' 1�({IltlMtl
UTILIZE(S)-•12 SAE MECHANICAL UNIT BY OTHERS. LU
AMINUM
TMP- GRADES SHEET HOUSING UNITS SHALL BE 6063-T6 MIN, ���` ••'�•••
MEAL SCREWS,TMP•
0.068•THIOL ALUMINUM SHEET WITH Fty.30 KSI,0125• �� •�
MIN.THICKNESS,STEEL HOUSING UNITS
s ASTM A YP. SHALL BE ASTM A653 (3)-f 12 SAE GRADE S SHEET .
a5 STEEL,TYP' O ' d STEEL,GRADE 33,22GA MIN(t 0.0299`). METAL SCREWS FOR CUPS UP TO �-T•
o S'LONG.UTILIZE .
(3)-*12 SAE GRADESMETAL SCREWS FOR CUPS b= r n2
SHEET METAL SCREWS Q 0 wa i �' /. LONGER 7T1AN S'.PROVIDE ?1mn
o �/ PITCLES MIN.PAST (PL 2 O n -14�
R FOR CUPS UP TO 5• 'yy 2p >o O 0.068'TMIIX/ISTM FOR EACH SMS,TTPTME� i ACCs+ �x
aLONG.UTILIZE(5}112 I}YJN+-Y .' A283 STEEL QIP,TYp. i:% �i qe J
SHEET METAL SCREWS O
FOR THBASE OF UNIT SHALL // ANCHOR PER
THANSNTTYP 0 BE FLUSH WITH BASE ri j% r ANCHOR T �1 <U al 11 j
1 -
OF QIP,NO SPACE j".'v';- 3/8' SCHEDULE fn Il i5'�
�'0 HO �. lJ�L
ANCHOR FROV M 1 O PERMITTED,IYP. y t0 w B S
0.7 CUP ANCHOR r WW X93
SCHEDULE,TV. SUBSTRATE PER K+.�
ANCHOR N
(OTHER cc a 3
375• Y
o w
DIMENSIONS � / SCHEDULE
(VARIX �y 5
6 0 G
= 1 1,�.'/ ,00 SIMILAR)
1"TIE-DOWN CLIP
1';CLIP ISOMETRIC DETAIL 0 ANCHOR DETAIL
• 3 •"i 1• • •• ISOMETRIC
••••• • • • DETAIL U
,p • • • • CUP IS DESIGNED FOR FULL 'z �^
S •••••• CONTACT WITH THE BASE OF EACH
•••w• • • • MECHANICAL UNIT,TYp,
• • •••• ¢tea O
• 0.125' z Own c
• • • y N n '
8 ••••• • •• ••�•• mn P
• • �/6p MECHANICAL UNIT BY OTHERS.ALUMINUM O
z Q n
***go •••• y,•• ��i'{` HOUSING UNITS SHALL BE 606}76 MIN.
• • O.e} R• (9' ••jp ALUMINUM SHEET WITH FtY.30 KSI,0.125- W o d o
. A2B3 YY// MIN-THICKNESS,STEEL HOUSWG UNITS (3)-i12 SAE GRADE S SHEET C
•••••• A�Si1L
s• • STEE4'TYP. • :�•• SHALL BE ASTM A653 FY-33KSI MIN. METAL SCREWS FOR CUPS 4- tZ-i Y rii z0
STEEL,GRADE 33,22GA MIN.([.0.0299•), LONG.IIITL72E(4)-512 SHEET
(3)-t12 SAE GRADES r METAL SCREWS FOR CUPS I
••*00* •• • •{ b =
• • • • SHEET METAL SCREWS jam' LONGER THAN 4'.PROVIDE(S) = W
• • •• {/0 • ! FOR.CIPS 4•LONG. PITCHES MIN.PAST THREAD
. • rll�LL�• • M&(4)-f I2 SHEET 0.072.OR 0.113' '// i PLANE
•••••• •••• • ETAL SCREWS FOR THIO(ASTH A2B3 '.. FOR EACH SMS.TW, m U
<7 • CUPS LONGER THAN 4', STEEL CUP,TYp• ." D
TYP. BASE OF UNIT S /!/
••••A (1)OR(2)ANCHORS
BE FLUSH WITH BASE /''`�/ ANCHOR RS
//��PER ki i 1-
OFCUP,NOSPACE //r 3/�SCHEDULE - . . .
E USED FOR NOT To PERMITTED,IYP. �
ANCHORS,TYp. iiT u F O •e' i
SUBSTRATE PER
M .373• / ,'' / !:-SCHEDULEHE
ANCHOR
8
F 0. '0n. = r! --.(VARIES)
1p�
+ 2" TIE-DOWN CLIP = !%
050" ANCHOR DETAIL
FACTORY-MILLED y'0 HOLES: r0 3 DETAIL
3 .3-0 °
% UTILIZE(1)OR(2)ANCHORS saw' Op• �lYOitR4`{LtBYKImpIS
FROM 2'CUP ANCHOR ti' CLIP IS DESIGNED FOR FULL
SCHEDULE,TYP.
CONTACT WITH THE BASE OF EACH 15-2378
MECHANICAL UNIT,rip.
' scut N.Ta. ,
_ 2 2" CLIP ISOMETRIC DETAIL
ISOMETRIC DETAIL
ISOMETRIC -
a` g
TABLE 1:Vult=175 MPH,EXPOSURE C FAANK4"""tOO PE
��"LN341OJYF.
:
FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANEZTABLE 2 Vult=175 MPH,EXPOSURE DONE') N
(FOR
USE WITHARISKCATEGORYIISTRUCTUREINTHEHIGH �VElOOTYHURRIGNE ZONE`) _F ALLOWABLE ROOFTOP HEIGHT(HI _ h_
$ MAXIMUM TIE-DOWN CONFIGURATION TYPE
ALLOWABLE ROOF TOPHEIGHT(H) ��-;• �1 �*
SURFACEMEA OF UNIT UNIT TI
CONFIGUMTIONTYPE = "
E$ MAXIMUM I .Q; � ry BID`
TTYLARGESTHEIGHTWIOTNCl C2 O C4 SURFACEAREAOF UNIT UNITINT-11 FACE UNITS LARGEST HEIGHE I WIDTH Cl Q l3 :o6 FT' 24•MAX ]2'MIN WA AT GARDE AT GRADE HS 200 FTFACE C4 �FT' 3Z'MAX 1S MIN N!A 4FF A7 GRADE ATGRADE HS60FT 24•I.W 12'MIN N/A ATGATGRADE H5200 FT ij- X R�
AT GRAPE H 5200 FT FT' 32'MAX 15' A7 GRADE
4A' 6�+ HS30 F7 HS 200 FT MIN l N/A U
AT GRADE H540 FT 4Ff� WA HS30 Fi V'� A7 GRADE H200 Fi ATGRADE HS200 FT ATGRADE H5200 9 FT' 48'MAX 24•MIN N/A ATGRADE ATGRADE H S 160 FT 6 N/A H S is FiE H S 200 FT m wFT' ATGRADE ATGRADE HS40FT 9 Ff' 48'MAX 24'MIN N/A . 3 e !
16 FT' ATGRADE N/A 12 F7' ) ATGRADE ATGRADE HSBOFT II.IW w
N/A ATGRADEGRADE N A
•y' 20 FT' N/A AT GRADE WA 16 FT' N/A ATGRADE y o J
25 Fr' N/A ATGRADE 20 FT- ATGRADE N/A ATGRADE owe- 3
30 FT' 60'MAX 4B•MW ATGRADE N/A ATGRADE N/A l ATGRADE N/A ATGRADE
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WA N/A N/A ATGRADE 25 FT-F 36 FT+ N/A N/A N A 30 Fr- MAX 146•MIN N/A N/A N/A ATG <
'THLSTABLF lS PERMISSIBLE TORE USED WITHIN7HE HVHZ WNIOi CONTAWSO OWARD AND RADE 1 / N/A i
36 FT+ l N/A N/A H A ATGRADE
MIAM&DADEVQINTIES.CHECK WITH LOCAL AIfTHORITYHAy1N6JURISDIRION FOR THEMPLICABIIITY / ATGRADE
2 • OF THIS.A�`LININ CERTAFlDN0UNT1Ei 'THIS TABLE LS PFAMLSSIBLETO BE US ED WITHIN THE HVHL WHICH CONTAINS BROWARD AN
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a MIAMI•DADE COUNTIES.CHEIX WTITI LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY a
• • • • • OF THIS TABLE VATHIN CERTAIN FLORIDA COUNTIES z
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w • k UNITY * HEIGHT wIDT11 Cl (�. MANMUM W
•••••• FACE I C3 fA SURFACE AREA OF UNR UNIT
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•••••• 6 • 24'MAX K�� N/A H S 200 FT AT GRADE FACE C4 M
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•• 9�T' •• 32"MAX 151 IM10 N/A H S 15 FT ATGRADE 60 FT GRADE FT
a • 60 FT<H 5200 FT HS200 F7 9FT' 32'MAX 15'MIN N/A ATGRADE m
•••••• 4"00 • ATGRADE 60 FT<"S 200 FT N/A HS200 Fi
60 FT<H5200 FT NS200 Fi HS200 FT HS100 FT
y • 4FT' TW- 2-
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N/A AT GRADE WA H 1200 FT _ 60 FT<N S 120 F7 N/A H:9 200 FT g Y
16 fT' - 6e
20 F7' N/A iY
ATGRADE N/A N/A N/A NS40 FT E
N/A H 5 200 FT 20 FT- 60 FT<H S 200 FT i
25 FT' WA N/A H S 30 F7 I WA ATGRADE N/A H.40F T
60'MAX 48'MMI N/A CCC
60FT<H$200FTi 25 FT' 1 / WFT<N S2oo FT
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N/A WA N/A ATGRADE ITYMDIIHINI(L+BM4.OFJ:
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fioFF<HslaaFr 3o Fr' _ 15-2378
36 FT+ WA WA N/A N/A N/A AT I.FT<H Is o0R SC LIL:.T.S.,...
N/A AT GRAPE
'AS AN p(AMPIF.THIS TABLE G PERMISSIBLE TO BE USED WITHIN MLIN BEACH 36 FT WA WA
S AIJTHORITy HANN6IUNSDICITON FOR TNEMIIICABIUTY OF THIS WITH IN CERN? NRCCK TH� N/A "ATGRADE
'= 'AS AN EXAMPLE.THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY.CHECK WITH LOCAL
3 AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OFTHLS TABLE WITHIN CL7ITAIN FLORIDA COUNTIES 5 '