Rheem Raypak CROSSWIND-30-I, Инструкция по установке и эксплуатации

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RAYPAK, INC.
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). 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.
ALL DIMENSIONS AND THE MINIMUM WEIGHT (100 LB 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.
4.
ANCHORS REFERRED TO HEREIN SHALL BE ELCO ULTRACON SS4 OR ANY EQUIVALENT RATED CAPACITY ANCHOR, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.
5.
ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE.
6.
THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
7.
ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS.
8.
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.
9.
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.
SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. DESIGN PRESSURE REQUIREMENTS SHALL BE DETERMINED BY A REGISTERED DESIGN PROFESSIONAL ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
DESIGN NOTES:
ANCHOR SCHEDULE:
CONCRETE:
(4" THICK MIN, 3000 PSI MIN.)
SUBSTRATE
DESCRIPTION
CROSSWIND-30-I
23.23"
UNIT DIMENSIONS & MODELS:
APPROVED DESIGN
CRITERIA:
50.2 PSF LATERAL 41.2 PSF UPLIFT
WIND LOAD
WIND LOAD EVALUATION OF HEAT PUMP CROSSWIND MODELS: AT GRADE MOUNTED APPLICATIONS
(1)-1/4"Ø ELCO ULTRACON SS4, 1.75" EMBEDDED INTO 3 KSI
CONCRETE, 2.5" MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY
ADJACENT ANCHOR OR ANY EQUIVALENT RATED CAPACITY ANCHOR.
MECHANICAL UNIT
N.T.S
ISO VIEW
MODELS
"A"
"B"
"C"
"D"
23.23" 23.23" 23.23"
12.40" 12.40" 12.40" 15.55"
13.39"
37.83"
13.39" 13.39" 16.54"
37.83" 37.83" 37.83"
"E"
25.91"
"F"
12.29"
WEIGHT
101 LBS
25.91" 25.91" 25.91"
12.29" 12.29" 15.35"
126 LBS 150 LBS 172 LBS
MECHANICAL UNIT
CONCRETE SUBSTRATE (BY OTHERS)
CROSSWIND-40-I CROSSWIND-50-I CROSSWIND-65-I
SCAN HERE
:
OR, GO TO ECALC.IO/TER
ABOUT THIS DOCUMENT
ENGINEER-CERTIFIED ORIGINALS, VARIATIONS
& MORE INFORMATION CAN BE FOUND BY
VISITING
ENGINEERINGEXPRESS.COM/STORE OR BY SCANNING OR USING
THE WEB ADDRESS FOUND HERE >
THIS DOCUMENT NOT VALID WITHOUT ORIGINAL ENGINEER CERTIFICATION
CONCRETE SLAB BY
OTHERS, TYP.
N.T.S.
MECHANICAL UNIT
FRONT VIEW
"D"
"E"
"F"
"E"
N.T.S.
MECHANICAL UNIT
FRONT VIEW
MECHANICAL UNIT
(SEE MODEL IN TABLE)
N.T.S.
ELEVATION
TIE-DOWN DETAIL
UNIT BASE RAIL
MECHANICAL UNIT
CONCRETE SLAB (BY OTHERS)
SEE CONCRETE SCHEDULE FOR ANCHOR SPECIFICATIONS
MECHANICAL UNIT
N.T.S.
TIE-DOWN LAYOUT
PLAN
"B"
"A"
"C"
"D"
Figure 10. Hurricane Tie Down Instructions
See
"T
able
C.
Basic
Product
Data
- in.
(mm)"
on page 10 for dimensions and weights.