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UNIT APPLICABILITY TABLE
(-)JNL-090/120
UNIT USED HERE FOR GRAPHICAL REPRESENTATION
ONLY AND MAY DIFFER FROM UNITS LISTED.
RIGHT END PAD SPECIFICATION:
BACK I'l GREATER THAN OR EQUAL TO 2-1%2'THICK SOLID CONCRET
3000 P.S.1.OR GREATER LOAD RATING
c\ PAD LENGTH GREATER THAN OR EQUAL TO (UNIT LENGTH +
�I PAD WIDTH GREATER THAN OR EQUAL TO (UNIT LENGTH +
IF THE UNIT BEING INSTALLED
DOES NOT HAVE SCREWS IN
THESE LOCATIONS,THE
(/ INSTALLER MUST SUPPLY
1 AND INSTALL#10 1000 HR
° O SELF TAPPING SCREWS
IN THE INDICATED LOCATIONS.
LEFT END
I ` i
I � CENTER TO CENTER
TIE DOWN SPACING a %%
No 6932
�0 NOT TO EXCEED 48'
O� SEE (UNIT TIE DOWN DETAIL 2)FRONT
-
CONCRETE PAD
IF THE UNIT BEING INSTALLED HAS TWIST LOCKS BUTane fVtB•ki�lPE,Ph'
DOES NOT HAVE SCREWS IN THESE LOCATIONS,THE �.. r. y
INSTALLER MUST SUPPLY AND INSTALL#10 1000 HR r
SEE TIE DOWN DETAIL I FL` e 'f�d:�'9g5•'�`'�`
SELF TAPPING SCREWS IN THE INDICATED LOCATIONS. � •••.•
(THERE MAYOR IAAY NOT BE DIMPLES FOR THE SCREW LOCATIONS) L n 3 j ` \_
NOTES: r I!�
NOTE:THE UNIT AND TIE DOWN SPECIFICATIONS COMPLY WITH ASCE 7-10 AND 1) THIS ILLUSTRATION IS PROVIDED AS A GENERAL VIEW OF(1)
THE 5TH EDITION OF THE FLORIDA BUILDING CODE. TYPICAL INSTALLATION OF HVAC EQUIPMENT INSTALLED ON
A CONCRETE PAD(SEE PAD SPECS)
2) THIS IS ONLY MEANT TO BE A REPRESENTATION OF(1)OF
THE MANY POSSIBLE COMBINATIONS THAT COULD BE FOUND
IN THE FIELD.
3) PLEASE USE THIS IN COMBINATION WITH YOUR PARTICULAR
SITUATION TO PROVIDE THE BEST POSSIBLE SECURING OF
THE HVAC EQUIPMENT TO THE ROOFCURB AS REQUIRED BY
YOUR LOCAL BUILDING CODE.
4) ALL HIGH WINDLOAD RESTRAINTS SHOULD BE LOCATED
ALONG THE LONGEST AXIS OF THE UNIT TO PROVIDE THE
MOST EFFECTIVE SECURING.
5) -UNITS WITH TWIST LOCK DOOR PANELS MUST HAVE EXTRA
SCREWS ADDED TO THE TWIST LOCKED DOOR PANELS FOR
UNIT USE IN A HIGH WINDLOAD APPLICATION.SEE CALLOUT FOR
TYPE AND SIZE OF SCREWS.
MINIMUM 18 GA.X 1-1/2'WIDE 6) •UNITS WITH PROVIDED DIMPLES IN THE DOOR PANELS MUST
GALV.STEEL STRAP (G90)OR ALSO HAVE EXTRA SCREWS ADDED FOR HIGH WINDLOAD
EOUIVALENT (TYP.I EACH CORNER). APPLICATIONS.SEE CALLOUT OF SIZES AND TYPE OF SCREWS.
FASTEN WITH (4)1/4' SELF DRILLING
SCREWS (MIN.1000 HR COATING)
BASE RAIL
CONCRETE PAD ary�
(2)/4'CONCRETE SCREW LENGTH TO
UNIT TIE DOWN DETAIL 1 UNIT TIE DOWN DETAIL 2
,
PENETRATE CONCRETE 1,5'MINIMUM.
92-105518-23S3-00
CHECKED STANDARD TOLERANCE RE -- NO CHANGE TO PART, ADDED FLORIDA BUILDING CODE COMPLIANCE NOTE. Y-0674S004
V
UNLESS OTHERWISE SPECIFIED JHB 06-29-2015
APPROVED -FRACTIONAL ±1/32 I
-ANGULAR .1° -3° 1
RELIAB.ENGR. -DECIMAL ±.030 0
"NR" -DIMENSIONS IN ( ) REF. ONLY S
VENDOR HO REVISION TO DESIGN.MATERIAL. TOOLING.OR PROCESS IS ACCEPTABLE WITHOUT PRIOR APPROVAL FROM RHEEM THROUGH AN AUTHORIZED CHANGE NOTICE.A REVISED ENGINEERING SPECIFICATION
AND A RESAMPLING OF PARTS. THE SUPPLIER IS RESPONSIBLE FOR NOTIFYING RHEEM R 8 D AND PURCHASING DEPARTMENTS IN WRITING OF ANY CHANGES AFFECTING PRODUCT DUALITY.
"NR" PERFORMANCE.RELIABILITY.PACKAGING.DELIVERY OR WORKMANSHIP. "ANY DOCUME14TS REFERRED TO ON THIS DRAWING ARE INCLUDED III THE SPECIFICATIONS FOR THIS COMPONENT".
MODELED BY JHB ORIGINAL NOTE: ALL BRAKES ARE 90°
RESEARCH DATE 3-27-15 RELEASE 140. Y-0674SO03 UNLESS OTHERWISE SPECIFIED MATERIAL
s o & HIGH WIND LOAD TIE-DOWN PART NO. SHT.3 REV
i
- _ DEVELOPMENT PAD MOUNT 92 - 105518 - 23 nn
' 1
UNIT APPLICABILITY TABLE
(-)JNL-180 RIGHT END
(-)KNL-180,240,300;(-)KRL-1 80,240 ,
(-)LNL-180,240,300;(-)LRL-180,240 BACK
(-)KHL-180
(-)LHL-180 IF THE UNIT BEING INSTALLED
UNIT USED HERE FOR GRAPHICAL REPRESENTATION HAS TWIST LOCKS BUT DOES
ONLY AND MAY DIFFER FROM UNITS LISTED. NOT HAVE SCREWS IN THESE
LOCATIONS,THE INSTALLER
NOTE;THE UNIT AND TIE DOWN SPECIFICA- o MUST SUPPLY AND INSTALL
TIONS COMPLY WITH ASCE 7-10 AND Q SCREWS IN THE INDICATED
HR SELF TAPPING
THE 5TH EDITION OF THE FLORIDA Q " Q LOCAIONS
BUILDING CODE. Q
LEFT END d
N Q '
a
0 CENTER TO CENTER
TIE
$ de NOT TTOWEXCEED1NG 48'
eI SEE (UNIT TIE DOWN DETAIL 2)
NO'T'ES; CONCRETE PAD FRONT
1j THIS ILLUSTRATION IS PROVIDED AS A GENERAL VIEW OF(1)SEE TIE DOWN DETAIL ) q PAD SPECIFICATION:
TYPICAL INSTALLATION OF HVAC EQUIPMENT INSTALLED ON GREATER THAN OR EQUAL TO 2-1/2'THICK SOLID CONCRETE
A CONCRETE PAD(SEE PAD SPECS) 3000 P.S.I.OR GREATER LOAD RATING
PAD LENGTH GREATER THAN OR EQUAL TO (UNIT LENGTH +4')
2) THIS IS ONLY MEANT TO BE A REPRESENTATION OF(1)OF PAD WIDTH GREATER THAN OR EQUAL TO (UNIT LENGTH +4')
THE MANY POSSIBLE COMBINATIONS THAT COULD BE FOUND
IN THE FIELD.
3) PLEASE USE THIS IN COMBINATION WITH YOUR PARTICULAR
SITUATION TO PROVIDE THE BEST POSSIBLE SECURING OF
THE HVAC EQUIPMENT TO THE ROOFCURB AS REQUIRED BY
YOUR LOCAL BUILDING CODE.
4) ALL HIGH WINDLOAD RESTRAINTS SHOULD BE LOCATED
ALONG THE LONGEST AXIS OF THE UNIT TO PROVIDE THE
MOST EFFECTIVE SECURING.
5) 'UNITS WITH TWIST LOCK DOOR PANELS MUST HAVE EXTRA
SCREWS ADDED TO THE TWIST LOCKED DOOR PANELS FOR
USE IN A HIGH WINDLOAD APPLICATION.SEE CALLOUT FOR
TYPE AND SIZE OF SCREWS.
6) -UNITS WITH PROVIDED DIMPLES IN THE DOOR PANELS MUST
ALSO HAVE EXTRA SCREWS ADDED FOR HIGH WINDLOAD UNIT TIE DOWN DETAIL 2
APPLICATIONS.SEE CALLOUT OF SIZES AND TYPE OF SCREWS.
MINIMUM 18 GA.X 1-1/2'WIDE UNIT
GALV.STEEL STRAP (G90)OR
EOUIVALENT (TYP.I EACH CORNER).
FASTEN WITH (4)1/4' SELF DRILLING \\ A
SCREWS (MIN.1000 HR COATING) \� ��11'.,TZI j.41
�tj�ful Linn
® BASE RAIL
® ® Pio 693!2255 .,�'i l
� ��. ;f,w
CONCRETE PAD tL a17e IVLJa. IPE`Ph�l
Fe f�d��� L5 SCh
UNIT TIE DOWN DETAIL 1
01/4-CONCRETE SCREW ,LENGTH TO
PENETRATE CONCRETE 1.5'MINIMUM. 92-105518-23S2-00
CHECKED STANDARD TOLERANCE E NO CHANGE TO PART,ADDED FLORIDA BUILDING CODE COMPLIANCE NOTE: Y-0674SO04
UNLESS OTHERWISE SPECIFIED -- JHo 06-29-2015
APPROVED -FRACTIONAL ±1/32 1
-ANGULAR •1° -3°
RELIAB.ENGR. -DECIMAL :E.030 N
IINRII -DIMENSIONS IN ( ) REF. ONLY S
VENDOR NO REVISION TO DESIGN,MATERIAL.TOOLING,OR PROCESS IS ACCEPTABLE WITHOUT PRIOR APPROVAL FROM RHEEM THROUGH AN AUTHORIZED CHANGE NOTICE.AREVISED ENGINEERING SPECIFICATIONII
AND A RESAMPLING OF PARTS. THE SUPPLIER IS RESPONSIBLE FOR NOTIFYING RHEEM R 8 D AND PURCHASING DEPARTMENTS IN WRITING OF ANY CHANGES AFFECTING PRODUCT QUALITY.NRII PERFORMANCE.RELIABILITY.PACKAGING.DELIVERY OR WORKMANSHIP. "ANY DOCUMENTS REFERRED TO ON THIS DRAWING ARE INCLUDED IN THE SPECIFICATIONS FOR THIS COMPONENT'.
MODELED BY JHB ORIGINAL NOTE: ALL BRAKES ARE 90° MATERIAL
RESEARCH DATE 3-27-15 RELEASE NO. Y-0674SO03 UNLESS OTHERWISE SPECIFIED
a e & HIGH WIND LOAD TIE-DOWN PART NO. SHT.2 REV
DEVELOPMENT PAD MOUNT 92 - 105518 - 23 00
J ,
' 1
UNIT APPLICABILITY TABLE PAD SPECIFICATION:
(-)KKL-090,-120,-151,(-)LKL-090,-120,-151 GREATER THAN OR EQUAL TO 2-1/2'THICK SOLID CONCRETE
(-)KRL-090,-120 3000 P.S,I.OR GREATER LOAD RATING
(-)KNL-072,-085,-090,-102,-120,-150,(-)KHL-1 20 PAD LENGTH GREATER THAN OR EQUAL TO (UNIT LENGTH +4')
(-)LNL-072,-085,-090,-102,-120,-150,(-)LHL-120 PAD WIDTH GREATER THAN OR EQUAL TO (UNIT LENGTH +41
(-)LRL-090,-120
UNIT USED HERE FOR GRAPHICAL REPRESENTATION
ONLY AND MAY DIFFER FROM UNITS LISTED.
FRONT (EEO
IF THE UNIT BEING INSTALLED
DOES NOT HAVE SCREWS IN
THESE LOCATIONS YOU MUST
INSTALL(2)#10 1000 HR SELF
TAPPING SCREWS IN THE
INDICATED LOCATIONS.
4; s
�cl
Idlf IT `�11 i14f i�1311 IeT 11 l. s'3
ISI RIGHT END it;
F
T
I� I ill CENTER O CENTER
TIE DOWN SPACING
1yl1 #II NOT TO EXCEED 48' �`�UJF41•I ���cfi �A i
SEE (UNIT TIE DOWN DETAIL 21 4\ •Vl�
CONCRETE PAD9325._
O r'e.
e _ •>. N '('
-/
BACK Fo{�� L'�
,1 U .
SEE TIE DOWN DETAIL 1 /" 4'..}.:_.• �•y.r
=�
Mage IVr7t1.`;'i�I�PE,Ph'E�
MINIMUM 18 GA.X 1-1/2'WIDE UNIT FL�e fI�3` 5
EQUIVALENT (TYP.IGALV.STEELREAC HAP GCOR90)ONER). T O I J A —
FASTEN WITH (4)1/4' SELF DRILLING
SCREWS (MIN.1000 HR COATING)
® ® BASE RAIL
CONCRETE PAD
UNIT TIE DOWN DETAIL 1 UNIT TIE DOWN DETAIL 2
(2)/4'CONCRETE SCREW ,LENGTH TO
PENETRATE CONCRETE 1.5'MINIMUM.
NOTE:THE UNIT AND TIE DOWN SPECIFICATIONS COMPLY WITH ASCE 7-10 AND
THE 5TH EDITION OF THE FLORIDA BUILDING CODE.
92-105518-23 S1-OC
CHECKED STANDARD TOLERANCE E NO CHANGE TO PART, ADDED FLORIDA BUILDING CODE COMPLIANCE NOTE. Y-06745004
UNLESS OTHERWISE SPECIFIED V -- JHB 06-29-2015
APPROVED -FRACTIONAL ±1/32 I
-ANGULAR ,1° -3°
RELIAB.ENGR. -DECIMAL ±.030 D
11N R -DIMENSIONS IN ( ) REF. ONLY S
VENDOR NO REVISION TO DESIGN.MATERIAL. TOOLING.OR PROCESS IS ACCEPTABLE WITHOUT PRIOR APPROVAL FROM RHEEM THROUGH AN AUTHORIZED CHANGE NOTICE,A REVISED ENGINEERING SPECIFICATION
I, AND A RESAMPLING OF PARTS. THE SUPPLIER IS RESPONSIBLE FOR NOTIFYING RHEEM R 8 0 AND PURCHASING DEPARTMENTS IN WRITING OF ANY CHANGES AFFECTING PRODUCT DUALITY.
NR" PERFORMANCE.RELIABIL ITT.PACKAGING.DELIVERY OR WORKMANSHIP. -ANY DOCUMENTS REFERRED TO ON THIS DRAWING ARE INCLUDED IN THE SPECIFICATIONS FOR THIS COMPONENT-.
MODELED BY JHB ORIGINAL NOTE: ALL BRAKES ARE 90' MATERIAL
RESEARCH DATE 3-27-15 RELEASE NO. Y-0674SO03 UNLESS OTHERWISE SPECIFIED
& HIGH WIND LOAD TIE-DOWN PART NO. SHT. 1FOO
ODEVELOPMENT PAD MOUNT 92 - 105518 - 23
PAD SPECIFICATION:
UNIT APPLICABILITY TABLE GREATER THAN OR EQUAL TO 2-1/2°THICK SOLID CONCRETE
3000 P.S.L OR GREATER LOAD RATING
(-)JPL,(-)JNL-036,042,048,060,072 PAD LENGTH GREATER THAN OR EQUAL TO (UNIT LENGTH +4
PAD WIDTH GREATER THAN OR EQUAL TO (UNIT LENGTH +4')
(-)KPL,(-)KNL-036,042,048,060
(-)KKL-072,180,240,(-)LPL-
(-)LKL-072,180,240,(-)LNL-036,042,048,060
(-)KNN,KPN,KQN,(-)KKN
(-)LNN,LPN,LQN,(-)LKN
(-)QNL,QPL,QPW,QPMIQNMIQNJ-,QRM-
(-)RNA,RNL,RPL,RRL,(-)GEA
(-)SKA,SNA,SNL,SPL, (-)ACA
SPM,SNM,SPL-024,030,036
UNIT RESTRAINT DETAIL 2
UNIT USED HERE FOR GRAPHICAL REPRESENTATION
ONLY AND MAY DIFFER FROM UNITS LISTED
I` No
69325."i '
. 00
LLI
Ill
isrIe.KjaXaif PE,Ph'
eB '
r
A' 0
CENTER TO CENTER
�o TIE DOWN SPACING
NOT TO 36'
9B SEE (UNIT REESTRAINTD DETAIL 2)
MINIMUM IS GA.X 4'WIDE
GALV,STEEL STRAP (G90)OR
CONCRETE PAD EQUIVALENT (TYP.I EACH CORNER).
FASTEN WITH (4)1/4'SELF DRILLING
SCREWS (MIN.1000 HR COATING)
SEE UNIT
UNIT RESTRAINT
DETAIL I
NOTE:THE UNIT AND TIE DOWN SPECIFICATIONS COMPLY WITH ASCE 7-10 AND ® ® BASE RAIL
THE 5TH EDITION OF THE FLORIDA BUILDING CODE.
CONCRETE PAD
(3)1/4'CONCRETE SCREW ,LENGTH TO
PENETRATE CONCRETE 1.5'MINIMUM.
UNIT RESTRAINT DETAIL 1
92-105518-23_S4-01
CHECKED STANDARD TOLERANCE R NO CHANGE TO PART, ADDED FLORIDA BUILDING CODE COMPLIANCE NOTE. Y-0674SO04
UNLESS OTHERWISE SPECIFIED � JHB 06-29-2015
APPROVED -FRAC TIONAL ±1/32 I
-ANGULAR .1° -3° S
RELIAB. ENGR. -DECIMAL 1:.030 0
"NR" -DIMENSIONS IN ( ) REF. ONLY S
VENDOR NO REVISION TO DESIGN.MATERIAL.TOOLING.OR PROCESS IS ACCEPTABLE WITHOUT PRIOR APPROVAL FROM RHEEM THROUGH AN AUTHORIZED CHANGE NOTICE.A REVISED ENGINEERING SPECIFICATION
AND A RESAMPLING OF PARTS. THE SUPPLIER IS RESPONSIBLE FOR NOTIFYING RHEEM R 8 0 AND PURCHASING DEPARTMENTS IN WRITING OF ANY CHANGES AFFECTING PRODUCT OUALITY.
NR" PERFORMANCE.RELIABILITY,PACKAGING.DELIVERY OR WORKMANSHIP. 'ANY DOCUMENTS REFERRED TO ON THIS DRAWING ARE INCLUDED IN THE SPECIFICATIONS FOR THIS COMPONENT-.
MODELED BY JHB ORIGINAL NOTE: ALL BRAKES ARE 90' MATERIAL
RESEARCH DATE 3-27-15 RELEASE NO. Y-06745003 UNLESS OTHERWISE SPECIFIED
A a & HIGH WIND LOAD TIE-DOWN PART NO. SHT.4 REV
'. DEVELOPMENT PAD MOUNT 92 - 105518 - 23 00