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A/C UNIT HOUSING AND ROOF MOUNTING CERTIFICATION
*CERTIFIES BOTH UNIT INTEGRITY AND ANCHORAGE TO HOST STRUCTURE FOR WIND RESISTANCE
ABC UNIT DEPTH
(37.29" MAX.)
ABC UNIT WIDTH
(34.29" MAX.)
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TIE DOWN
BRACKETS
40" MIN.-
EQ. EQ. I SUPPORT FRAME EQ. + EQ.
BY OTHERS +
UNIT LEFT ELEVATION UNIT FRONT ELEVATION
TIE DOWN
BRACKETS
A/C UNIT DEPTH ATTACH ALUMINUM ANGLE TO
(37.29" MAX.) SUPPORTING FRAME W/ 3/8"-16 x SS
HEX HEAD BOLT WITH 7/8"x.040" THICK
IQ, WASHER AT TOP AND 3"x1"x1/8" THICK
A
1 .00" 15 0"- --- -
i---------
BEARING PLATE WITH 7/8"x.040" THICK
WASHER AT BOTTOM WITH 9/16" NUT
AT EACH CONNECTION POINT
(2) 3/8"-16 x 1"
SS HEX HEAD
BOLTS PER ANGLE
0.500"
0.500"
0.750"
00.250"
1.250"
3"x3"x1/8" ALUM. ANGLE
ATTACHED PERPENDICULAR
TO SUPPORTING FRAME, TYP.
0.75'
0.125" Jr
0.212"
MIN.
0.087"
MIN.
0.125"
1"x3"x1/8" BEARING
PLATE AT THE
PROD. OF
UNDERSIDE OF THE
- 3"X3"X1�8" THICK
FLANGE FOR AN OVERALL
ALUM. ANGLE
FLANGE THICKNESS OF
0.212" MIN, TYP.
SUPPORTING FRAME
(BY OTHERS)
EQ. EQ. 2 REINFORCING PLATE
1 SCALE: 6" - 1'-O" SECTION
UNIT RIGHT ELEVATION
30" MIN. (2) 3"x3"x1/8" THICKALUMINUM
BANGLE ATTACHED PERPENDICULAR
LEFT SIDE TO SUPPORTING FRAME
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37.29" MAX. ABC UNIT DEPTH
SUPPORT FRAME
UNIT TOP VIEW �ABY OTHERS
(2) 3/8"-16 x 1' SS HEX HEAD BOLT WITH
'/8"x.040" THICK WASHER AT TOP AND 3"xi"xi/8" N4IAMI TECH TIE DCD1%IN
THICK BEARING PLATE WITH 7/8"x.040" THICK CLIP CUTD14: 125a
WASHER AT BOTTOM WITH 9/16" NUT PER ANGLE (0.090") ASTM A653
(9) #10-16x3/4" 410 SS HEX
l'%IASHER HEAD
SELF -DRILLING TEK SCRE1NS
1/4"-20 x 3/4" SS HEX HEAD THRU BOLT VngTH 5/0"x.059" THICK 1NASHER AT TOP
AND BOTTOM AND 7/16" NUT AT EACH CONNECTION POINT, ALL BRACKET TO
HOST CONNECTION SHALT_ BE ATYACNED THROUGH THE ANGLE AND TOP FLANGE
OF SUPPORT FRALIE, EXCEPT THE BRACKET NEXT TO CONTROL PANEL CORNER
PROJECTION OF 3"x31x1/8"
THICK ALUL4INUL1 ANGLE
(6061-T6)
UNIT PANEL/CORNER
POST, 0.035'' THICK
PAINTED STEEL
(Fu=58 KSI MIN,) = f_
1 BRACKET CON. DETAIL SUPPORT FRAME BY
SCALE 1 1/2" = 1'-0" ELEVATION OTHERS (0.OS7" THICK
1 "TN. TOP FLANGE)
X3
X2 JT LEFT SIDE
APPROVED DESIGN PRESSURES (ASD):
LATERAL
UPLIFT
200 PSF
100 PSF
GENERAL NOTES
Digitally signed
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by Frank
WTeCOPIES OFTT
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Bennardo
_C IN$IDERED SW, ED _
Date:
IE�DSAR7�CIR�tO'n`G
ZZ 12,,004
2020.08.31
ECA e,%
10:22:05-04'00'
1, THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE VWITH THE
REQUIREMENTS OFTHE FLORIDA BUILDING CODE SEVENTH EDITION (2900.), THIS .SriSTEIVI IVAY
BE USED VVITHIN AND OUTSIDE THE HIGH VELCCIITY HURRIGaNE 70NE. PEQUIPED DE5ION
PRESSURES SHALL BE FOUND ON A SITE SPECIFIC 5M5 FQR USE VVITH THE ALLOWWAVL.E
LOADS LIM ED HEREIN. THIS DESIGN IS NOT INTENDED TO CERTIFY IIN9PACT RESISTANCE OF
" THE I%IIECHANICAL UNIT CABINETRY.
0.750
2. NO 33-1/3% INCREASE IN ALLOGNABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS
SYSTEM.
3. DESIGN $. GSiTIFI CATION OF THE UNIT CAE4NETRYIS APPROVED THROUGH TEST
REPORT#070a,01-15 BY AIVIERICAN TEST LAE,, OF9041TH FLORIDA,.
4, ALL DIMENSIONS AND THE IVIINIIVIUIVI WEIGHT OF I%,EQHANICAL UNIT SHALL CONFURAI TO
LIMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATI DNS (CLEAR SPACE, TONNAGE,
ETC.) SHALL BE AS PER IVANUFACTURER RECOIVIIN9ENDATIONS AND ARE THE EXPRESS
RESPONSIBILITY OF THE CONTRACTOR,
S. ALL SUPPORTING FRAII SHOVIIN HEREIN SHALL BE BY OTHERS AND IS NOT PART OF THIS
0.183" CERTIFICATION, A IVIINIIVIUIVI 0.007" THICK ALUMINUM (6063-T61VI1 N, ) OR STEEL (Fy=33 KSI
II ) FLANGE IS REQUIRED. ADDITIONALLY A 1"x3"x1/8" REINFORCEMENT PLATE
SHALL BE USED AT THE UNDERSIDE OF THE FLANGE FOR AN OVERALL FLANGE
THICKNESS OF 0.337"MIN,
6, ALL SHEET METAL SCREWS USED TO FASTEN BRACKETS TO IVIECHANI CAL UNITS SHALL BE
0.306" #10 (16 MIN THREADS PER INCH) ASTIVI F593 410 STAINLESS STEEL OR EQUIVALENT ONLY.
BOLTS USED TO FASTEN ALUIVgINUII ANGLES TO SUPPORTING FRAME (BY OTHERti) SHALL BE
TYP. ASTIVI I'M 410 STAINLESS STEEL OR EQUIVALENT AND SHALL UTILISE SAE GRADE UN.BSHERS
1L NUTS, PROVIDE (5) PITCHES IVIINIIVIUIVI PAST THE THREAD PLANE FOR SHEET METAL SCREWS,
ALL FASEENEPF' SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT
• ELEC-PSIS, ALL FASTENER CONNECTIONS TO ALUIN4N4ETER INUIVI SHALL PROVIDE 2xDIAI
1,000"�-. EDGE DISTANCE.
IP 2 C IP 3 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL IN9E IN9B ERS HRDIVI DISSIMILAR
.4� TIE -DOWN BRACKET 1VATERIALS TO PREVENT ELECTROLYUS,
MIAMI TECH CLIP CUTD14: 12Ga o ELEGTRICr,L GROUND, VYHEN REquIR]-D, TO BE DESIGNED ,, INSTALLED BY OTHERS,
THE ADEQUACY OF ANY EXI STING STRUCTURE'. TO VVITHSTAND SUPERIMPOSED LOADS
(0.090" ) ASTM A653, MIAMI TECH SHALL PF° VFRIFIED BY THE OINSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS
w KIT # TASSB30K (FOR MODELS CERTIFICATION, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
'J p p WHERE DEPTH < 33") AND oRAFFIRNIATIONSARE INTENDEn.
I�i I�i 10, BASE PAN MATERIAL CHOF4-ED FIBER 1-911 NATE GN/ Fy=15 KSI. PLASTIC COIVIPONE NTS
TASSB36K (FOR MODELS WHERE
LLf USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FIRE/SIVIOKE/UV PERFORIVANCE
r Y Z I�i I�i r p DEPTH >_ 33") REQUIRBN4ENT'5 15 SET FORTH IN THE ABOVE -NOTED BUILDING CODE,
UQ 11, THE SYSiEV DE-N4LED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORIVATION FOR
ED I�i Y A. SPECIFIC SITE. FOR. SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED
LL HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC
CONTROL uDOCUIN9ENT5 FOR USE IN CONJUNCTION GM NITH THIS DOCUENT
PANE,
12, UNATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY
t ;l O OF THE IIYSTALLI NG CS]NTRA TOR.. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR
•, I�i ` r') ALTERED WAfERPRCUE1110 MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION
•>�' �C IP 1_ _ _ _ _ _ CI P, 4 OF STRUCTURE R SHALL NUT BE RESPONSIBLE FORANY
CTOFI O OR LEAK GE II S THIS ENU[NEE
WATER-PF'OOFING OR LEAKAGE ISSUES WHICH IVIA'Y OCCUR AS WATER -TIGHTNESS SHALL 6E
• THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR.
Y1 RIGHT SIDE Y4 3.000"
BASIC X1 ALUMINUM ANGLE
POINT X4 6061-T6
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VISIT ECALC.10128639
FOR SITE SPECI FI C DEVI AT ONS
& MORE INPOPMATION ABOUT THIS DOCUMENT
OR .MAN THIS OR CODE
VISIT ENGINEER NGEXPRESS.COMITRANE
APPLICABLE MODELS: FOR ADDITIONAL PLANS, REPORTS & RESOURCES
2/4A6B, 4A6C, 4A6H, 4A6Z, 4A6V,
7fAA7R ' f/ Alf AA7A AA77 AA7N/ 7fATTA 71dTTR 7fATIAIR
AMERICAN STANDARD UNITS
DESIGNATION
ITEM
UNIT
WEIGHT
(LB)
UNIT DIMENSIONS (IN)
ANCHOR LOCATION DIMENSIONS (IN)
WIDTH
DEPTH
HEIGHT
CLIP 1
CLIP 2
CLIP 3
CLIP 4
X1
Y1
X2
Y2
X3
Y3
X4
Y4
1
TYPICAL UNIT
1
120
25.69
28.42
32.77
6 �'2
s/
4 Y
24 %
24 %
24 T/
23 `
1
2
120
25.69
28.42
25.60
6
4
24 %
24 3/
24 %
23 `
1
3
120
29.69
32.65
40.70
7 '/
3/4
4 /4
28 1/4
28
28 Y4
27 Y4
1 Y4
4
120
29.69
32.65
28.77
7 3/
3/4
4 3/4
28 Y4
28
28 Y4
27 Y4
1 ,4
5
245
34.29
37.29
45.77
8
�/
5 Y2
32 3/4
32
32 %
31
1
6
120
34.29
37.29
29.18
8 4
7/
5)'z
32 %4
32
32 s/
31
1
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COPYRIGHT ENGINEERING EXPRESS'
20-28639-AR
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