HomeMy WebLinkAboutTIE-DOWN MASTER PLAN SHEET3
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THIS ENGINEERED DRAWING IS INTENDED TO
CERTIFY THE UNIT TIE -DOWN TO HOST
ATTACHMENTS FOR THE UNIT MODELS
DESCRIBED HEREIN FOR WIND LOADING
ONLY. THIS CERTIFICATION DOES NOT
INCLUDE IMPACT RESISTANCE.
UNIT WIDTH
AC STAND
PER
SEPARATE
APPROVAL
YORK INTERNATIONAL CORP.
TIE -DOWN MASTER PLAN SHEET UTILIZING MIAMI TECH,
INC. STEEL OR ALUMINUM CUTG CLIPS
UNIT PER
TABLE 1
12" CLIPS PER
CONNECTION TYPE
'C4' OF MIAMI TECH,
INC. TIEDOWN
APPROVAL #FL19731.1
OR FL19731.2
UNIT PER
TABLE 1
UNIT HEIGHT J J�. I 1 / 10 T MAX*
TYP. IT
E rl
311x3" or 1"x2" ALU I UM CROSS . d
MEMBER (1/8" THICK 6063-T6
MINIMUM). 3"x3 - GLE SHALL
BE ATTACHED O�S'TAND PER
TFASTEN CLIPS ROSS
NOA#16-0601.01. 1"x2" ANGLE MEMBER LI (1) 1/4'G3 $S 410
SHALL BE ATTACHED TO TOP MEMBER
W/ NUT AND 1" 0
FLANGE OF I -BEAM RAIL W/ (1
%4"O SS THRUBOLT PER CORNER WASHERS TOP AND BOTTOM.
(4 TOTAL). SEE DETAIL 2/1 FOR PROVIDE %2" MINIMUM FROM
ALTERNATE CLIP ATTACHMENT ALUMINUM EDGE
WHEN CROSS MEMBER IS NOT
USED.
CLIP OPTION (ROOFTOP
1 STAND INSTALLATION) 2
1 SCALE: NTS ISOMETRIC VIEW 1
MAX
ALUMINUM I -BEAM
RAIL, BY OTHERS
(0.094" THICK
6061-T6 MINIMUM)
(2) 12" CLIPS PER
CONNECTION TYPE
'C4' OF MIAMI TECH,
INC. TIEDOWN
APPROVAL
#FL19731.1 OR
FL19731.2
FASTEN CLIPS TO
UNIT WITH (8) #10
SS 410 SELF
DRILLING SCREWS
PER CLIP PER CLIP
APPROVAL. ANCHOR
PATTERN MAY DIFFER
DEPENDING ON
PANEL DESIGN
FASTEN CLIPS TO I -BEAM
RAIL W/ (1) 1/4 O SS 410
THRUBOLT W/ NUT AND
1" 0 WASHERS TOP AND
BOTTOM. PROVIDE %"
MINIMUM FROM
ALUMINUM EDGE
ALTERNATE CLIP LOCATION
(ROOFTOP STAND INSTALLATION
SCALE: NTS
11
0
LATERAL AND UPLIFT DESIGN PRESSURES CALCULATED FOR USE WITH
THESE UNITS SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC
BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC
LOAD REQUIREMENTS FOR WIND LOAD SHALL BE DETERMINED IN
ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE FIFTH
EDITION (2014) (AS APPLICABLE) BY' SEPARATE ENGINEERING
CERTIFICATION AND SHALL BE LESS'THAN OR EQUAL TO THE LATERAL
OR UPLIFT DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR
ANY ASSEMBLY AS SHOWN.
TABLE 1: Tested Unit Construction E-Chassis
OD Model
Operating Dimensions w/screw heads
Operating
Weight (Ibs)
Width (in)
Depth (in)
Height (in)
1'FE608215A
1 34.25
38.00
39.50
256
Niodels Listed Below Are;of Same Construction as The Tested Units Usted Above
OD Model
Operating Dimensions w/screw heads
Operating
Weight (Ibs)
Width.(in)
Depth (in)
Height (in)
'fFE18B21-
24.00
24.00
36.25
120
YFE24B21*
29.25
29.25
30.00
131
YFE36821*
31.75
35.25
39.50
176
YFE42B21*
31.75
35.25
39.50
230
Y,FE48B21*
31.75
35.25
39.50
235
YF-E60B21-
34.25
38.00
39.50
256
YCE18821•
24.00
24.00
33.25
140
YCE24B21*
29.25
29.25
30.00
155
YCE30B21*
29.25
29.25
30.00
155
Y,,^E36B21*
29.25
29.25
36.25
180
YICE42B21*
31.75
35.25
33.25
215
YCE48B21*
311.1
35.25
33.25
200
YFE60B21*
34.25
38.00
YCG18B21*
29.25
29.25
YCG24B21*
29.25
29.25
YCG30B2I*
31.75
35.25
T30.00150
YCG36821*
31.75
35.25
YCG42B21*
34.25
38.00
�Cu'46S • *
4.
�38r0. 0��
i 'w Tested Unit Construction E-Chassis
OD Model
' 1
Operating Dimensions w/screw heads
Operating
Weight (Ibs)
Width (in)
Depth (in)
Height (in)
YH[60B215 1
34.25
38.00
39.50
256
Moijel Listed Below Are of Same Construction as The Tested Units Listed Above
O[l Model
:1
Operating Dimensions w/screw heads
Operating
Weight (Ibs)
Width (in)
Depth (in)
Height (in)
YCG60821* 1
34.25
38.00
42.75
235
SECTION VIEW
* MAY END IN ANY CHARACTER
NOTE: THE ATTACHMENT METHODS UNIT WIDTH
OUTLINED ON THIS SHEET ARE PER
THE MIAMI TECH, INC. CUTD CLIP J SEE FOR
APPROVAL LISTED HEREIN. THE lO" MAX 10" MAX CHAMFERED
UNIT PER MIAMI TECH CLIP APPROVAL SHALL 1FMAX --- :l CORNER
BE USED IN CONJUNCTION WITH 1 0" MAX
UNIT HEIGHT TABLE 1 THIS DRAWING. CONDITION
-----------------
6" CLIPS PER CONNECTION TYPE / 10" MAX FR6)
UNIT PER j END OF CABIN�T
Ilk
C2' OF MIAMI TECH, INC. TIEDOWN TABLE 1 I PANEL
ITT APPROVAL #FL19731.1 OR
F- HOST SUBSTRATE (4" 10" MAX FRO
FL19731.2 a i
w UTILIZE (2) CLIPS THICK 3KSI MIN END OF CABINET
ALTERNAT ATTACH CLIPS TO UNIT W/ (4) #10 EA SIDE OF UNIT CONC.), BY OTHERS
CLIP SS 410 SELF DRILLING SCREWS FOR A TOTAL OF 8 I PANEL .
LOCATION, PER CLIP APPROVAL PER UNIT ( ) i CH MFERED
6" CLIPSr-2 1/2" M[N I CORNER i
:rSEE DETAIL ATTACH CLIPS TO I I
HOST z' 4/1 10" MAX* CONCRETE W/ (1) %4 O
SUBSTRATE TjYP. SS 410 ELCO ULTRACON
(4" THICK L -c
W/ 13/4" EMBEDMENT, I UNIT PER
3KSI MIN ;v / �Q 2%" MINIMUM EDGE DIST TABLE 1 %
CONC.), BY O AND 3" MIN SPACING TO -----------------
OTHERS 10" MAX* 1� ANY ADJACENT ANCHOR,
P
TTYY PER CLIP APPROVAL ALTERNATE CLIP LOCATION CLIP LOCATION FOR
CLIP OPTION 4 AT GRADE INSTALLATION) -UNITS WITH CHAMFERED
;a3, AT GRADE INSTALLATION 1 SCALE: NTS PLAN VIEW 5 CORNER CONDITION
SCALE: NTS ISOMETRIC VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC
PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) I 1 SCALE: NTS PLAN VIEW
CLIPS AT EACH CORNER FOR A TOTAL OF (8) CLIPS PER' 1NIT.
GENERAL;NOTES:
1. THESE SYSTEMS HAVE BEEN DESIGNED AND SHALL BE
FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE FIFTH EDITION (2014) &
ASCE 7-10. THESE SYSTEMS MAY BE USED WITHIN AND
OUTSIDE THE HIGH VELOCITY HURRICANE ZONE: THIS
MASTER PLAN SHEET IS NOT INTENDED TO CERTIFY THE
UNIT CABINETRY (TIEODOWN ONLY). SEE TER-15-2783 FOR
COMPLETE UNIT CABINETRY CERTIFICATION BY THIS
OFFICE.
2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN
USED IN THE DESIGN OF THIS SYSTEM.
3. ALL DIMENSIONS AND THE MINIMUM WEIGHTS OF
MECHANICAL UNITS SHALL CONFORM TO LIMITATIONS
STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR
SPACE, TONNAGE, EfC.) SHALL BE AS PER MANUFACTURER
RECOMMENDATIONS AND ARE THE EXPRESS
RESPONSIBILITY OF THE CONTRACTOR.
4. 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.
5. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL
MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT
ELECTROLYSIS.
6. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED
& INSTALLED BY OTHERS.
7. 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.
8. 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.
9. 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.
10. ALL STEEL UNIT COMPONENTS SHALL HAVE AN FY=33KSI
MIN.
APPROVED DESIGN CRITERIA:
MAXIMUM DESIGN WIND PRESSURES
ROOF
MOUNT
LATERAL
UPLIFT
200 PSF
100 PSF
GROUND
MOUNT
LATERAL
UPLIFT
60 PSF
30 PSF
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COPYRIGHT ENGINEERING EXPRESS C
15-2783b
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