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RHEEM SALES COMPANY, INC.
WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS
EXPLODED VIEW
s
'St.!Z UNIT UNIT
MOTH 29.75 LENGTH 29.75"i"1-
x W(MIN)-
)NG (LLH) _
ANGLES WITH
:NTERED
:ULAR TO
VG FRAME
I ANGLES TO FRAME
P18-0 THRUBOLTS
ASHER & NUT AT THE
\CE BETWEEN ANGLE
AME (TOTAL OF (4)
NILL BE USED)
'PORT FRAME
OTHERS), TYP
1 MOUNT EXPLODED VIEW
1 N.T.S. FRONT ISOMETRIC
THESE ISOMETRICS ARE INTENDED FOR
DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM
UNITS LISTED HEREIN MAY VARY IN APPEARANCE
POST BY
CONTROI
BO)
3/4"0 THRU BOI
WITH WASHER
NUT FASTENIN
BRACKETS
TO
ALUMINUM
ANGLE, TYP.
Tx1"A/8" x 30"(MIN) - 40"(MAX) LONG
(LLH) ALUMINUM ANGLE CENTERED
ABOUT SUPPORT FRAME, TYP.
�1
� a
O�
a
0 1Li
UNI'
DETAIL 4/1
2 1 MOUNT ISOMETRIC VIEW
JN.T.S. FRONT ISO / BACK ISO
I
30-(MIN)-40"(MAX)
ATTACH ANGLES TO
FRAME WITH (1)-3/B"0 2"x1'x%" x 30"(MIN) -
THRUBOLTS, TYP. I 40"(MAX) LONG (LLH)
ALUMINUM ANGLE
CENTERED ABOUT
SUPPORT FRAME, TYP
SUPPORT FRAME (BYE CENTER
OTHERS), TYP.
3 SUPPORT ANGLE
1 N.T.S. ELEVATION
#10 SMS PEA
ACKET,TYF
cl
CORNER
POST
SUPPORT FRAME
OTHERS) NOT SHOWN (LLH) ALUMINUM ANGLE CENTERED
FOR CLARITY, TYP ABOUT SUPPORT FRAME, TYP
4 TIE -DOWN BRACKET ATTACHMENTS
hl-I.S. ELEVATIONS
500
.750 1
0.313
:TAIL 4/1 HOLEr"1
ORNER
POST
TIE -DOWN BRACKET OFFSETS:
FRAME (BY
m •ILl�L� OTHERS)1 , TYP.
N
N f
CLI 4- ❑ 0 -- -- -----
DIM. 1 p 3/8"0 THRU BOLT WITH
WASHERS & NUT
CLIP OFFSET DIMENSION SHALL � p. FASTENING ANGLE TO
BE TAKEN FROM THIS SIDE ONLY DATUM FACE BOX SUPPORTING FRAME.
t 51 TIE -DOWN BRACKET LAYOUT
N.T.S. NOTE: UNIT SHALL BE CENTERED PLAN
�� ABOUT THE 20" RAIL TO RAIL
SUPPORTING FRAME (BY OTHERS)
DIM. 1
4.50" MAX OFFSET FROM DATUM FACE
DIM. 2
24.50" MIN OFFSET FROM DATUM FACE
DIM. 3
25.25" MIN OFFSET FROM DATUM FACE
DIM. 4
13" MAX OFFSET FROM DATUM FACE
0 0 313" TV
CLEARANCE
HOLE OR SLOT
DZ063'
1.00"
TIE -DOWN
BRACKET
MIAMI TECH CLIP: 14GA
(0.07") ASTM A653 Fu=90
KSI STEEL (CUTD10),
MIAMI TECH KIT #
RRCUT030K
APPLICABLE MODELS:
RA1318, RA1324, RA1330,
RA1336, RA1342, RA1418,
RA1424, RA1430, RA1618,
RP1418, RP1424, RP1430,
RP1518, RD1418, RP1524,
RD1424
APPROVED DESIGN CRITERIA:
THE FOLLOWING ARE APPROVED INSTALLATION
SCENARIOS FOR THE SYSTEM ILLUSTRATED HEREIN:
ULTIMATE
MEAN ROOF
CENTROID
SCENARIO
WIND SPEED
EXPOSURE
HEIGHTt
HEIGHT*
1
175 MPHtt
C
210 FT
56"
2
175 MPHtt
D
130 FT
56"
*CENTROID HEIGHT IS THE HEIGHT OF THE UNIT'S GEOMETRIC CENTROID ABOVE
THE LISTED MEAN ROOF HEIGHT. THE SYSTEM ILLUSTRATED HEREIN IS APPROVED
FOR INSTALLATIONS TO ROOFTOP STANDS (BY OTHERS) UP TO 30" IN HEIGHT.
tMEAN ROOF HEIGHT OF THE BUILDING TO WHICH THE UNIT IS BEING INSTALLED
ttALLOWABLE WIND SPEED (Vasd)=135.6 MPH
DESIGN NOTES:
THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE
FLORIDA BUILDING CODE SIXTH EDITION (2017) FOR USE WITHIN AND OUTSIDE THE
HIGH VELOCITY HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN
10.00" SCHEDULES. THE DESIGN CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP
REFERENCE HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.5, FBC SECTION 1609-8 AND 1620.6.
(GC+)'..la 1.90 OUTSIDE THE HVHZ, (GC, I m1.5 FOR HVHZ AND NON-HVHZ..
ALL OTHER DESIGN VARIABLES ARE 1N AC I RDANCE WITH ASCE 7-10 CHAPTERS 26
& 29,
GENERAL NOTES:
I. THIS SYSTEM HAS BEEN. DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION
(2017) & ASCE 7-10. THIS SYSTEM MAY BE USED WITHIN AND 0LFTSIDE 7 H E
HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOT INTENDED TO CERTIFY
IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY.
2, NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN
OF THIS SYSTEM.
3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY I APPROVED THROUGH
TEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA.
4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OF
MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL
MECHANICAL SPEC€FICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER
MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF
THE CONTRACTOR,
S. ALL SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS
SHALL BE #10 (14 MIN THREADS PER INCH) ASTM F593 410 STAINLESS STEEL
OR EQUIVALENT ONLY. BOLTS USED TO FASTEN ALUMINUM ANGLES TO
SUPPORTING FRAME (BY OTHERS) SHALL BE ASTM F593 410 STAINLESS STEEL
OR EQUIVALENT AND SHALL UTILIZE SAE GRADE WASHERS & NUTS. PROVIDE (5)
PITCHES MINIMUM PAST THE THREAD PLANE FOR 5HEET {METAL SCREWS. ALL
FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT
ELECTROLYSIS. ALL FASTENER CONNECTIONS TO ALUMINUM SHALL PROVIDE
2xDIAMETER EDGE DISTANCE.
6. ALUMINUM ANGLES SPECIFIED HEREIN SHALL BE 6061-T6 ALUMINUM ONLY.
7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) CONSIDER A FRAME
MEMBER THAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM D.094" THICK
FLANGE AT ATTACHIM ENT POINT. PERFORMANCE OF THE RAIL AS A STRUCTURAL
MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE
CERTIFICATION.
8, THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM
DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
OTHERS.
10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPQSED
LOADS SHALL BE VERIFIED BY -THE ONSITE DESIGN PROFESSIONAL AND IS NOT
INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN,
NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM
THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
CONJUNCTION WITH THIS DOCUMENT.
12. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL
RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED
HEREIN. THIS ENGINEER SHALL N07 BE RESPONSIBLE FOR ANY WATERPROOFING
OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE
FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR.
13, FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VuIt
WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE 7.10,
OK L. BENN DO, P.E.
0046549
02 /�`, J 2018
D.E. NTFMS BEI
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IGHATURE ON SHEET 1, THIS
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IGNED FILE, SHALL REMAIN IN
IG17AL FORMAT, & PRINTED
OPIEB OF THIS DOCUMENT
RE NOT CONSIDERED SIGNED
NO SEALED. IF THERE IS NO
IGITAL SIGNATURE ON SHEET 1
R THIS SHEET DOES NOT
ONTAIN AN ENGINEER'S
RIGINAL SIGNATURE&SEAL,
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COPYRIGHT ENGINEERING EXPRESS
15-2564RE
SCALE:NTS UNLESS NOTED
RHEEM SALES COMPANY, INC.
WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS
EXPLODED VIEW
5
UNITUNIT
�IDTH 93.75". LENGTH 33,7V.
i (2Y2"x1"Oy" x 30"(MIN)
40"(MAX) LONG (LLH)
rALUMINI rC" ANGLES WITH
LENGTH CENTERED
PERPENDICULAR TO
i SUPPORTING FRAME
ATTACH ANGLES TO FRAME
I ( II WITH [s}.Y0THRU BOLTS
i i { WITH WASHER & NUT AT THE
i !! ACE BETWEEN ANGLE
AND FFRAME (TOTAL OF (4)
`—` i BOLTS WILL BE USED)
"-�+ SUPPORTFRAME
L(BY OTHERS). TYP
1 MOUNT EXPLODED VIEW
1 N.T.S. POST BY FRONT ISOMETRIC
THESE ISOMETRICS ARE CpNTBOOXX
INTENDED FOR B-
DIAGRAMMATICAL PURPOSES
ONLY; ALTERNATE RHEEM UNITS _
LISTED HEREIN MAY VARY IN D
APPEARANCE _
}j f0 THRU BOLT
WITH WASHER
NUT FASTENING
BRACKETS
TO
ALUMINUM
ANGLE, TYP.
2"xl "xt/8" x 30"(MIN) - 40"(MAX) LONG
(LLH) ALUMINUM ANGLE CENTERED
ABOUT SUPPORT FRAME, TYP
a CLIPCB)
Oa
N
oLL
N
CLIPe A�
1--------- - r DIM. 1
N
f
0
n
UNIT HEIGHT
39".MAX
SEE DETAIL 4/1
SEE DETAIL A
MOUNT ISOMETRIC VIEW
N.T.S. FRONT ISO / BACK ISO
G
ATTACH ANGLES
FRAME WITH (lP1,
THRUBOLTS,7
SUPPORT FRAME (BY— I CENTER TO
OTHERS), TYP
Cc
2"xl"xYe" X 30"(MIN) -
40"(MAX) LONG (LLH)
ALUM I NUM ANGLE
CENTERED ABOUT
SUPPORT FRAME. TYP.
3 SUPPORT ANGLE
1 N.T.S. ELEVATION
#10 SMS PER
ACKET, TYP..
500
.750 1
0.313
HOLE
DETAIL 4/1
0 0 313"0
CLEARANCE
HOLE OR
SLOT
POST R 9i.LA 11 W MR P9 kl WE1109CPOSTR
SUPPORT FRAME (BY 2"x1"WV" X 30"(MIN) • 40-(MAX) LONG
OTHERS) NOT SHOWN - ALUMINUM ANGLE CENTERED ABOUT
FOR TY• SUPPORT FRAME- TYP
4 TIE -DOWN BRACKET ATTACHMENTS
1 N.T.S. ELEVATIONS
SUPPORT
FRAME (BY
OTHERS), TYP.
3/8"0 THRU BOLT WITH
WASHERS & NUT
TIE -DOWN BRACKET OFFSETS:
DIM. 1
4,50" MAX OFFSET FROM DATUM FACE
DIM. 2
28.00" MIN OFFSET FROM DATUM FACE
DIM. 3
29.00" MIN OFFSET FROM DATUM FACE
DIM. 4
13.00" MAX OFFSET FROM DATUM FACE
CLIP OFFSET DIMENSION SHALL— 1 1. 1- c 4oNhtOL FASTENING ANGLE TO
BE TAKEN FROM THIS SIDE ONLY DATUM FACE •'BOX SUPPORTING FRAME.
S TIE -DOWN BRACKET LAYOUT NOTE: UNIT SHALL BE CENTERED
ABOUT THE 20" RAIL TO RAIL
N-T.S. PLAN SUPPORTING FRAME (BY OTHERS)
0.3003'
1.00"
14.00"
REFERENCE
Inlir-lIi
TIE -DOWN
BRACKET
MIAMI TECH CLIP' 120A
(0.09") ASTM A653 Fu=9D KSI
STEEL (CUTD14). MIAMI
TECH KIT A RRCUTD34K
APPLICABLE MODELS:
RA1348, RA1436, fZA14428.
RA1624. RA1636B, RA1642B,
RP1336. RP1348, RP1436,
RP1442. RP1446, RP1530,
RD1430 RP1536, RD1436,
RP1542, RD1442, RAIUA1724,
RAIUA2036, RAJUA2024
RPIUP1724, RP/UP1736,
FWUA1736 RP/UP2024
APPROVED DESIGN CRITERIA:
THE FOLLOWING ARE APPROVED INSTALLATION
SCENARIOS FOR THE SYSTEM ILLUSTRATED HEREIN:
ULTIMATE
MEAN ROOF
CENTROID
SCENARIO
WIND SPEED
EXPOSURE
HEIGHTt
HEIGHT*
1
175 MPHtt
C
210 FT
56"
2
175 MPHtt
D
130 FT
56"
*CENTROID HEIGHT IS THE HEIGHT OF THE UNIT'S GEOMETRIC CENTROID ABOVE
THE LISTED MEAN ROOF HEIGHT. THE SYSTEM ILLUSTRATED HEREIN IS APPROVED
FOR INSTALLATIONS TO ROOFTOP STANDS (BY OTHERS) UP TO 30" IN HEIGHT.
tMEAN ROOF HEIGHT OF THE BUILDING TO WHICH THE UNIT IS BEING INSTALLED
ttALLOWABLE WIND SPEED (Vasd)-135.6 MPH
DESIGN NOTES:
THIS SYSTEM HAS BEEN DESIGNED 1N ACCORDANCE WITH ASCE 7-10 AND THE
FLORIDA BUILDING CODE SIXTH EDITION (2017) FOR USE WITHIN AND OUTSIDE THE
HIGH VELOCITY HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN
SCHEDULES. THE DESIGN CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP
HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.5, FBC SECTION 1609.8 AND 1620.6.
(GC,"_t-1.90 OUTSIDE THE HVHZ. (GCE)uu��I�¢1.5 FOR HVHZ AND NON-HVHZ..
ALL OTHER DESIGN VARIABLES ARE IN AW6RDANCE WITH ASCE 7-10 CHAPTERS 26
& 29,
GENERAL NOTES:
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDMON
(2017) & ASCE 7-10. THIS SYSTEM MAYBE USED WITHIN AND OUTSIDE THE
HIGH VELOCITY HURRICANE ZONE, THIS DESIGN IS NOT INTENDED TO CERTIFY
IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY.
2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN
OF THIS SYSTEM.
3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH
TEST REPORTd03Z3.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA.
4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (199LB MINIMUM) OF MECHANICAL
UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN, ALL MECHANICAL
SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER
MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF
THE CONTRACTOR.
S. ALL SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS
SHALL BE # 10 (14 MIN THREADS PER INCH•) ASTM F593 410 STAINLESS STEEL
OR EQUIVALENT ONLY. BOLTS USED TO FASTEN ALUMINUM ANGLES 70
SUPPORTING FRAME (BY OTHERS) SHALL BE ASTM FS93 410 STAINLESS STEEL
OR EQUIVALENT AND SHALL UTILIZE SAE GRADE WASHERS & NUT'S. PROVIDE (5)
PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL
FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT
ELECTROLYSIS. ALL FASTENER CONNECTIONS TO ALUMINUM SHALL PROVIDE
2xDIAMETER EDGE DISTANCE.
6. ALUMINUM ANGLES SPECIFIED HEREIN SHALL BE 6061-T6 ALUMINUM ONLY.
7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) CONSIDER A FRAME
MEMBER THAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0.D94" THICK
FLANGE AT ATTACHMENT POINT. PERFORMANCE OF THE RAIL AS A STRUCTURAL
MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE
CERTIFICATION.
S. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM
DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS:
9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
OTHERS.
10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED
LOADS SHALL. BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT
INCLUDED IN THIS CERTIFICATION .EXCEPT AS EXPRESSLY PROVIDED HEREIN,
NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
11, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM
THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
CONIUNCTION WITH THIS DOCUMENT.
12. WATER -TIGHTNESS OF EXISTING HDST SUBSTRATE SHALL 6E THE FULL
RESPONSIBILITY OF THE INSTALLING CONTRACTOR, CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED
HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING
OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE
FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR.
13, FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult
WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE 7-10.
iK L.BEH R00, P,E.
OD46549
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10. RE
'HERE IS A DIGITAL
NATURE ON SHEET 1, THIS
iET IS PART OF A DIGITALLY
NED FILE, SHALL REMAIN IN
ITAL FORMAT, & PRINTED
PIES OF THIS DOCUMENT
NOT CONSIDERED SIG NEE
D SEALED. IF THERE IS NO
ITAL SIGNATURE ON SHEET 1
THIS SHEET DOES NOT
VTAIN AN ENGINEER'S
IGINAL SIGNATURE &SCAN.,
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COPYRIGHT ENGINEERING EXPRESS a
15-2564RF
SCALE:NTS UNLESS NOTED
RHEEM SALES COMPANY., INC.
WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE —DOWN CLIPS: ROOF MOUNTED APPLICATIONS
EXPLODED V,EW
1
UNIT �� UNIT
WIQTH
36.79`: LENGTH 35.75"
/y7/
THESE ISOMETRICS ARE
INTENDED FOR
DIAGRAMMATICAL PURPOSES
ONLY; ALTERNATE RHEEM UNITS
LISTED HEREIN MAY VARY IN
APPEARANCE
ADD (2) #10 X 3I4--"
STAINLESS STEEL SCREWS
TO CONTROL BOX COVER SIDES
(39.61"-TALL MODELS ONLY)]=
{2}3"x3"xY" x $D"{M INy
40•(MAX) LONG
ALUMINUM ANGLES WITH
LENGTH CENTERED
PERPENDICULAR TO
SUPPORTING FRAME
ATTACH ANGLES TO FRAME
WITH (1)•}a 0 THRUBOLTS
WITH WASHER & NUT AT THE
INTERFACE BETWEEN ANGLE
AND FRAME (TOTAL OF (4)
BOLTS WILL BE USED)
z I SUPPORT FRAME
(BY OTHERS), TYP
x MOUNT EXPLODED VIEW
Lv N T.S FRONT ISOMETRIC
�j POST BY
�
CONTROLS _
BOX
t
Y,"0 THRU BOLT
WITH WASHER &
NUT FASTENING
BRACKETS
TO
ALUMINUM
ANGLE, TYP.
3-x3"x1/B- x 30 (MIN) - 40'(MAX) LONG
ALUMINUM ANGLE CENTERED ABOUT
SUPPORT FRAME, TYP.
d a
EL
aui,
Z)
Ln
o
N
.2
MOUNT ISOMETRIC VIEW
N.T S. FRONT ISO / BACK ISO
(MIN)-40"
ATTACH ANGLES TO FRAME WITH
(1)-%"0 TH RUBOLTS, SEE
GENERAL HOTES FOR
ADDITIONAL REINFORCING PLATE
USED AT THIS LOCATION, TYP.
SUPPORT FRAME (BY
OTHERS), TYP. I MINIMUM I
CENTER TO CENTER
I
3 SUPPORT ANGLE
1 N.T.S. ELEVATION
(7) #10 SM
BRACKET,
C
CORNER
POST
- SUPPORT FRAME (BY I 3"x3'A' X 30"(MIN) -40"{MAX) LCNO
OTHERS) NOT SHOWN ALUMINUM ANGLE CENTERED ABOUT
FOR CLARITY, TYP. SUPPORT FRAME, TYP-
TIE -DOWN BRACKET ATTACHMENTS
N T.S ELEVATIONS
500
7i
60 1-35D
O .313--/
HOLE
DETAIL 4/1
0 0.313"O
CLEARANCE —
HOLE OR
WxWx'B"x30"(MIN) -
SLOT
40"(MAX) LONG
ALUMINUM ANGLE
CENTERED ABOUT
SUPPORT FRAME, TYP.
:ORNER
POST
TIE -DOWN BRACKET OFFSETS:
-----
CLiPQ
SUPPORT
FRAME BY
DIM. 1
4.50" MAX OFFSET FROM DATUM FACE
DIM. 2
30.00" MIN OFFSET FROM DATUM FACE
DIM. 3
31.00" MIN OFFSET FROM DATUM FACE
DIM. 4
13.00" MAX OFFSET FROM DATUM FACE
(
/CUp(p OTHERS), TYP_
�l ,
a
f
p `- --- 318"0 THRU BOLT WITH
j 1 WASHERS & NUT
CLIP OFFSET DIMENSION SHALL" j ��! _ QNI((OL — FASTENING ANGLE TO
El BETAKEN ffoO TTHIS SIDE ONLY DATUM FACE BOX SUPPORTING FRAME.
�s1 TIE —DOWN BRACKET LAYOUT
DIM. 1
c y I N.T.S. NOTE: UNIT SHALL BE CENTERED PLAN
ABOUT THE 20" RAIL TO RAIL
aSUPPORTING FRAME (BY OTHERS)
0
APPLICABLE MODELS:
RA1360, RA1442A,
RA1448,RA1460, RA1630,
RA1636A, RPIUP2036,
RA1642A, RA1648. RA1660,
RP1360, RP1460, RP1548,
RD1448, RP1560, R01460,
RAIUA1748, RAJUA1760,
RAIUA2048, RA/UA2060,
RPIUP1748, RP/UP1760,
RPIUP2048, RP/UP2060,
0 30G3
14.00"
REFERENCE
0 3063'
�10or
TIE -DOWN
BRACKET
MIAMI TECH CLIP: 12GA
(0.09") ASTM A653 Fu=90 KSI
STEEL (CUTD14), MIAMI
TECH KIT 4 RRCUTD36K
3"x3"x%"
ANGLE, TYP.
0.75"
rO.125"
0.216"
MIN.
SUPPORTING FRAME
(BY OTHERS), TYP.
1*0"xW REINFORCEMENT
PLATE AT THE UNDERSIDE OF
THE FLANGE FOR AN
OVERALL FLANGE THICKNESS
OF 0.216"MIN, TYP.
6 REINFORCING PLATE
6" = 1'-0" SECTION
APPROVED DESIGN CRITERIA:
THE FOLLOWING ARE APPROVED INSTALLATION
SCENARIOS FOR THE SYSTEM ILLUSTRATED HEREIN
ULTIMATE
MEAN ROOF
CENTROID
SCENARIO
WIND SPEED
EXPOSURE
HEIGHTt
HEIGHT*
1
175 MPHtt
C
210 FT
56"
2
175 MPHtt
D
130 FT
56"
*CENTROID HEIGHT IS THE HEIGHT OF THE UNIT'5 GEOMETRIC CENTROID ABOVE
THE LISTED MEAN ROOF HEIGHT. THE SYSTEM ILLUSTRATED HEREIN IS APPROVED
FOR INSTALLATIONS TO ROOFTOP STANDS (BY OTHERS) UP TO 30" IN HEIGHT.
tMEiAN ROOF HEIGHT OF THE BUILDING TO WHICH THE UNIT IS BEING INSTALLED
ttALLOWABLE WIND SPEED (VBSd)=135.6 MPH
DESIGN NOTES:
THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE
FLORIDA BUILDING CODE SIXTH EDITION (2017) FOR USE WITHIN AND OUTSIDE THE
HIGH VELOCITY HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN
SCHEDULES. THE DESIGN CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP
HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.5, FBC SECTION 1609.8 AND 1620.6.
(GCf)Ld1era1=1.90 OUTSIDE THE HVHZ, (GC,) i =1.5 FOR HVHZ AND NON-HVHZ..
ALL OTHER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26
& 29.
GENERAL NOTES:
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) & ASCE
7-10. THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY
HURRICANE ZONE. THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT RESISTANCE
OF THE MECHANICAL UNIT CABINETRY.
2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF
THIS SYSTEM.
3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST
REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA.
4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (200 LB MIN - 255LB MAX) OF
MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL
MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER
MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE
CONTRACTOR.
5. ALL SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS SHALL
BE #10 (14 MIN THREADS PER INCH) ASTM F593 410 STAINLESS STEEL OR
EQUIVALENT ONLY. BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING
FRAME (BY OTHERS) SHALL BE ASTM F593 410 STAINLESS STEEL OR EQUIVALENT AND
SHALL UTILIZE SAE GRADE WASHERS & NUTS. PROVIDE (5) PITCHES MINIMUM PAST
THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE
APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. ALL FASTENER
CONNECTIONS TO ALUMINUM SHALL PROVIDE 2xDIAMETER EDGE DISTANCE.
6. ALUMINUM ANGLES SPECIFIED HEREIN SHALL BE 6061-T6 ALUMINUM ONLY.
7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) CONSIDER A FRAME MEMBER
THAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0.094" THICK FLANGE AT
ATTACHMENT POINT. ADDITIONALLY A 1"x3"x1/s" REINFORCEMENT PLATE SHALL
BE USED AT THE UNDERSIDE OF THE FLANGE FOR AN OVERALL FLANGE
THICKNESS OF 0.216"MIN. PERFORMANCE OF THE RAIL AS A STRUCTURAL MEMBER
TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE CERTIFICATION.
8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR
MATERIALS TO PREVENT ELECTROLYSIS.
9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS.
10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS
SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN
THIS CERTIFICATIOWEXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS
DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE
SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT.
12. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL
RESPONSIBILITY OF THE INSTALLING CONTRACTOR, CONTRACTOR SHALL ENSURE
THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER
FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER
SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH
MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE
INSTALLING CONTRACTOR.
13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND
SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE 7-10.
OK L. BENN R00, P.E.
0046S49
02; `L1' 2018
RE APPEARS BELOW
f0. RE
1GNAYURE ON SHEET 1, THIS
SHEET IS PART OF A DIGITALLY
SIGNED FILE, SHALL REMAIN IN
DIGITAL FORMAT, & PRINTED
COPIES OF THIS DOCUMENT
AR! NOT CONSIDERED 5IGfnAo
AND SEALED. IF THERE IS NO
DIGITAL SIGNATURE ON SHEET 1
OR THIS SHEET DOES NOT
NCONTAIN AN ENGINEER'S
RIGINAL SIGNATURE & SEAL
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ENGINEERING
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