unit width29.75 max unit lengthpts.myrheem.com/docstore/webdocs/wind-seismic_tie...tie-down brackets...

N.T.S.

MECHANICAL UNITBACK ISOMETRICN.T.S.

MECHANICAL UNITFRONT ISOMETRIC

A

B D

CONCRETESUPPORTING

STRUCTURE BYOTHERS, TYP.

CONCRETESUPPORTING

STRUCTURE BYOTHERS, TYP.

14

SIM. TO C BUTON OPP. FACE

C

SIM. TO A BUTON OPP. FACE

THESE ISOMETRICS ARE INTENDED FORDIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM

UNITS LISTED HEREIN MAY VARY IN APPEARANCE

CONTROL BOX

N.T.S. ELEVATION

TIE-DOWN BRACKETS

B DA & C3000 PSI MIN.CONCRETE BYOTHERS, TYP.

ANCHOR PERSCHEDULE

LOUVERPANEL,

TYP.

UNIT BASEPAN

UNIT BASEPAN

UNIT BASEPAN

INTERNAL POSTADJACENT TOCONTROL BOX

A & C ARE SIMAND OCCUR ON

OPP. FACES

DIM. 1D

IM.

2

DIM

. 4D

IM.

3

CLIP A

CLIP B

CLIP D

CLIP C

CONTROLBOXCLIP OFFSET DIMENSION SHALL

BE TAKEN FROM THIS SIDE ONLY

N.T.S.

TIE-DOWN BRACKET LAYOUTPLAN

DATUM FACE

1.000"

1.250"

0.750"

1.000"

0.306"TYP.

TIE-DOWNBRACKET

8.00

0"

MIAMI TECH CLIP: 14GA (0.07")ASTM A653 Fu=90 KSI STEEL(CUTD8) OR 0.080" 5052-H32ALUMINUM (CUTDA8), MIAMITECH KIT # RRCUTDSMK OR

RRCUTDASMK

RHEEM SALES COMPANY, INC.

OF

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N.T.S.

31" TALL UNIT

TROY S. BISHOP, P.E.PE76131

GENERAL NOTES:1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN

ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODEFIFTH EDITION (2014) & ASCE 7-10. THIS SYSTEM MAY BE USED WITHINAND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOTINTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNITCABINETRY.

2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THEDESIGN OF THIS SYSTEM.

3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGHTEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA.

4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OFMECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALLMECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BEAS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESSRESPONSIBILITY OF THE CONTRACTOR.

5. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, ASTM F593410 STAINLESS STEEL OR EQUIVALENT ONLY, INSTALLED TO 3000 PSI MINCONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALLSHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITSSHALL BE #10 (14 MIN THREADS PER INCH) ASTM F593 410 STAINLESSSTEEL OR EQUIVALENT ONLY. PROVIDE (5) PITCHES MINIMUM PAST THETHREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVEAPPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.

6. 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.

7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROMDISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.

8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BYOTHERS.

9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTANDSUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGNPROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT ASEXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS ORAFFIRMATIONS ARE INTENDED.

10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDEINFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENTFROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER ORREGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FORUSE IN CONJUNCTION WITH THIS DOCUMENT.

11. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULLRESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALLENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE ISRESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTUREPROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANYWATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR ASWATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THEINSTALLING CONTRACTOR.

12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THEVult WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE7-10.

THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 ANDTHE FLORIDA BUILDING CODE FIFTH EDITION (2014) FOR USE WITHIN ANDOUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THE DESIGN CRITERIACONSIDERS ASCE 7-10 SECTION 29.4.1 FOR "OTHER STRUCTURES - SOLIDFREESTANDING WALLS" INSTALLATIONS AT GRADE. ALL DESIGN VARIABLESARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29.

DESIGN NOTES:

(1)-1/4"Ø STAINLESS STEEL ITW BUILDEX TAPCON,13

4" FULL EMBED TO CONCRETE, 212" MIN. EDGE

DISTANCE, 3" MIN. SPACING TO ANY ADJACENTANCHOR.

ANCHOR SCHEDULE:

CONCRETE:(4" THICK MIN,3000 PSI MIN.)

SUBSTRATE DESCRIPTION DIM. 1

DIM. 2

DIM. 3

DIM. 4

4.50" MAX OFFSET FROM DATUM FACE

24.50" MIN OFFSET FROM DATUM FACE

25.25" MIN OFFSET FROM DATUM FACE

13" MAX OFFSET FROM DATUM FACE

TIE-DOWN BRACKET OFFSETS:

APPROVED DESIGNCRITERIA:

ASCE 7-10 Vult=175 MPH(Vasd-136 MPH), EXPOSURE 'D',AT GRADE INSTALLATION ONLY

APPLICABLE MODELS:

UNIT WIDTH

29.75" MAXUNIT LENGTH29.75" MAX

UN

IT H

EIG

HT

31"

MAX

UNIT WIDTH

29.75" MAX

UN

IT H

EIG

HT

31"

MAX

UNIT LENGTH29.75" MAX

(2)-#10SMS PERBRACKET,

TYP.

RA1318, RA1324, RA1330,

RA1336, RA1342, RA1418,

RA1424, RA1430, RA1618,

RP1418, RP1424, RP1430,

RP1518, RD1418, RP1524,

RD1424

±31.25"

WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS

N.T.S.

MECHANICAL UNITBACK ISOMETRICN.T.S.

MECHANICAL UNITFRONT ISOMETRIC

A

B D

CONCRETESUPPORTING

STRUCTURE BYOTHERS, TYP.

CONCRETESUPPORTING

STRUCTURE BYOTHERS, TYP.

14

SIM. TO C BUTON OPP. FACE

C

SIM. TO A BUTON OPP. FACE

THESE ISOMETRICS ARE INTENDED FORDIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM

UNITS LISTED HEREIN MAY VARY IN APPEARANCE

CONTROL BOX

N.T.S. ELEVATION

TIE-DOWN BRACKETS

B DA & C3000 PSI MIN.CONCRETE BYOTHERS, TYP.

ANCHOR PERSCHEDULE

LOUVERPANEL,

TYP.

UNIT BASEPAN

UNIT BASEPAN

UNIT BASEPAN

INTERNAL POSTADJACENT TOCONTROL BOX

A & C ARE SIMAND OCCUR ON

OPP. FACES

DIM. 1D

IM.

2

DIM

. 4D

IM.

3

CLIP A

CLIP B

CLIP D

CLIP C

CONTROLBOXCLIP OFFSET DIMENSION SHALL

BE TAKEN FROM THIS SIDE ONLY

N.T.S.

TIE-DOWN BRACKET LAYOUTPLAN

DATUM FACE

1.000"

1.250"

0.750"

1.000"

0.306"TYP.

TIE-DOWNBRACKET

8.00

0"

MIAMI TECH CLIP: 14GA (0.07")ASTM A653 Fu=90 KSI STEEL(CUTD8) OR 0.080" 5052-H32ALUMINUM (CUTDA8), MIAMITECH KIT # RRCUTDSMK OR

RRCUTDASMK

RHEEM SALES COMPANY, INC.

OF

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N.T.S.

39" TALL UNITS

TROY S. BISHOP, P.E.PE76131

GENERAL NOTES:1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN

ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODEFIFTH EDITION (2014) & ASCE 7-10. THIS SYSTEM MAY BE USED WITHINAND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOTINTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNITCABINETRY.

2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THEDESIGN OF THIS SYSTEM.

3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGHTEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA.

4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (199 LB MINIMUM) OFMECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALLMECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BEAS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESSRESPONSIBILITY OF THE CONTRACTOR.

5. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, ASTM F593410 STAINLESS STEEL OR EQUIVALENT ONLY, INSTALLED TO 3000 PSI MINCONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALLSHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITSSHALL BE #10 (14 MIN THREADS PER INCH) ASTM F593 410 STAINLESSSTEEL OR EQUIVALENT ONLY. PROVIDE (5) PITCHES MINIMUM PAST THETHREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVEAPPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.

6. 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.

7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROMDISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.

8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BYOTHERS.

9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTANDSUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGNPROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT ASEXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS ORAFFIRMATIONS ARE INTENDED.

10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDEINFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENTFROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER ORREGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FORUSE IN CONJUNCTION WITH THIS DOCUMENT.

11. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULLRESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALLENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE ISRESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTUREPROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANYWATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR ASWATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THEINSTALLING CONTRACTOR.

12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THEVult WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE7-10.

THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 ANDTHE FLORIDA BUILDING CODE FIFTH EDITION (2014) FOR USE WITHIN ANDOUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THE DESIGN CRITERIACONSIDERS ASCE 7-10 SECTION 29.4.1 FOR "OTHER STRUCTURES - SOLIDFREESTANDING WALLS" INSTALLATIONS AT GRADE. ALL DESIGN VARIABLESARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29.

DESIGN NOTES:

(1)-1/4"Ø STAINLESS STEEL ITW BUILDEX TAPCON,13

4" FULL EMBED TO CONCRETE, 212" MIN. EDGE

DISTANCE, 3" MIN. SPACING TO ANY ADJACENTANCHOR.

ANCHOR SCHEDULE:

CONCRETE:(4" THICK MIN,3000 PSI MIN.)

SUBSTRATE DESCRIPTION DIM. 1

DIM. 2

DIM. 3

DIM. 4

4.50" MAX OFFSET FROM DATUM FACE

28.00" MIN OFFSET FROM DATUM FACE

29.00" MIN OFFSET FROM DATUM FACE

13.00" MAX OFFSET FROM DATUM FACE

TIE-DOWN BRACKET OFFSETS:

APPROVED DESIGNCRITERIA:

ASCE 7-10 Vult=175 MPH(Vasd-136 MPH), EXPOSURE 'D',AT GRADE INSTALLATION ONLY

UNIT WIDTH

33.75" MAXUNIT LENGTH33.75" MAX

UN

IT H

EIG

HT

39"

MAX

UNIT WIDTH

33.75" MAX

UN

IT H

EIG

HT

39"

MAX

UNIT LENGTH33.75" MAX

±35.25"

APPLICABLE MODELS:

RA1348, RA1436, RA1442B,

RA1624, RA1636B, RA1642B,

RP1336, RP1348, RP1436, RP1442,

RP1448, RP1530, RD1430, RP1536,

RD1436, RP1542, RD1442,

RA/UA1724, RA/UA2036,

RA/UA2024 RP/UP1724, RP/UP1736,

RA/UA1736, RP/UP2024

(2)-#10 SMS PER BRACKET FOR UNITSUP TO 35" TALL. (3)-#10 SMS PER

BRACKET FOR UNITS UP TO 39" TALL(ONLY (2) SMS SHOWN BELOW)

WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS

N.T.S.

MECHANICAL UNITBACK ISOMETRICN.T.S.

MECHANICAL UNITFRONT ISOMETRIC

A

B D

CONCRETESUPPORTING

STRUCTURE BYOTHERS, TYP.

CONCRETESUPPORTING

STRUCTURE BYOTHERS, TYP.

14

SIM. TO C BUTON OPP. FACE

C

SIM. TO A BUTON OPP. FACE

THESE ISOMETRICS ARE INTENDED FORDIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM

UNITS LISTED HEREIN MAY VARY IN APPEARANCE

CONTROL BOX

N.T.S. ELEVATION

TIE-DOWN BRACKETS

B DA & C3000 PSI MIN.CONCRETE BYOTHERS, TYP.

ANCHOR PERSCHEDULE

LOUVERPANEL,

TYP.

UNIT BASEPAN

UNIT BASEPAN

UNIT BASEPAN

INTERNAL POSTADJACENT TOCONTROL BOX

A & C ARE SIMAND OCCUR ON

OPP. FACES

DIM. 1D

IM.

2

DIM

. 4D

IM.

3

CLIP A

CLIP B

CLIP D

CLIP C

CONTROLBOXCLIP OFFSET DIMENSION SHALL

BE TAKEN FROM THIS SIDE ONLY

N.T.S.

TIE-DOWN BRACKET LAYOUTPLAN

DATUM FACE

1.000"

1.250"

0.750"

1.000"

0.306"TYP.

TIE-DOWNBRACKET

8.00

0"

MIAMI TECH CLIP: 14GA (0.07")ASTM A653 Fu=90 KSI STEEL(CUTD8) OR 0.080" 5052-H32ALUMINUM (CUTDA8), MIAMITECH KIT # RRCUTDSMK OR

RRCUTDASMK

RHEEM SALES COMPANY, INC.

OF

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N.T.S.

35" TALL UNITS

TROY S. BISHOP, P.E.PE76131

GENERAL NOTES:1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN

ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODEFIFTH EDITION (2014) & ASCE 7-10. THIS SYSTEM MAY BE USED WITHINAND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOTINTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNITCABINETRY.

2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THEDESIGN OF THIS SYSTEM.

3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGHTEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA.

4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (200 LB MINIMUM) OFMECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALLMECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BEAS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESSRESPONSIBILITY OF THE CONTRACTOR.

5. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, ASTM F593410 STAINLESS STEEL OR EQUIVALENT ONLY, INSTALLED TO 3000 PSI MINCONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALLSHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITSSHALL BE #10 (14 MIN THREADS PER INCH) ASTM F593 410 STAINLESSSTEEL OR EQUIVALENT ONLY. PROVIDE (5) PITCHES MINIMUM PAST THETHREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVEAPPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.

6. 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.

7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROMDISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.

8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BYOTHERS.

9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTANDSUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGNPROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT ASEXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS ORAFFIRMATIONS ARE INTENDED.

10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDEINFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENTFROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER ORREGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FORUSE IN CONJUNCTION WITH THIS DOCUMENT.

11. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULLRESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALLENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE ISRESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTUREPROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANYWATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR ASWATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THEINSTALLING CONTRACTOR.

12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THEVult WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE7-10.

THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 ANDTHE FLORIDA BUILDING CODE FIFTH EDITION (2014) FOR USE WITHIN ANDOUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THE DESIGN CRITERIACONSIDERS ASCE 7-10 SECTION 29.4.1 FOR "OTHER STRUCTURES - SOLIDFREESTANDING WALLS" INSTALLATIONS AT GRADE. ALL DESIGN VARIABLESARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29.

DESIGN NOTES:

(1)-1/4"Ø STAINLESS STEEL ITW BUILDEX TAPCON,13

4" FULL EMBED TO CONCRETE, 212" MIN. EDGE

DISTANCE, 3" MIN. SPACING TO ANY ADJACENTANCHOR.

ANCHOR SCHEDULE:

CONCRETE:(4" THICK MIN,3000 PSI MIN.)

SUBSTRATE DESCRIPTION DIM. 1

DIM. 2

DIM. 3

DIM. 4

4.50" MAX OFFSET FROM DATUM FACE

30.00" MIN OFFSET FROM DATUM FACE

31.00" MIN OFFSET FROM DATUM FACE

13.00" MAX OFFSET FROM DATUM FACE

TIE-DOWN BRACKET OFFSETS:

APPROVED DESIGNCRITERIA:

ASCE 7-10 Vult=175 MPH(Vasd-136 MPH), EXPOSURE 'D',AT GRADE INSTALLATION ONLY

UNIT WIDTH

35.75" MAXUNIT LENGTH35.75" MAX

UN

IT H

EIG

HT

35"

MAX

UNIT WIDTH

35.75" MAX

UN

IT H

EIG

HT

35"

MAX

UNIT LENGTH35.75" MAX

±37.25"

APPLICABLE MODELS:

RA1360, RA1442A,

RA1448,RA1460,

RA1630, RA1636A,

RP/UP2036,

(2)-#10SMS PERBRACKET,

TYP.

WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS

B

A

SIM. TO C BUTON OPP. FACE

CONCRETESUPPORTING

STRUCTURE BYOTHERS, TYP.

CONCRETESUPPORTING

STRUCTURE BYOTHERS, TYP.

CONTROL BOX

C

SIM. TO A BUTON OPP. FACE

D

N.T.S.

MECHANICAL UNITBACK ISOMETRICN.T.S.

MECHANICAL UNITFRONT ISOMETRIC

THESE ISOMETRICS ARE INTENDED FORDIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM

UNITS LISTED HEREIN MAY VARY IN APPEARANCE

14

N.T.S. ELEVATION

TIE-DOWN BRACKETS

B DA & C3000 PSI MIN.CONCRETE BYOTHERS, TYP.

ANCHOR PERSCHEDULE

LOUVERPANEL,

TYP.

UNIT BASEPAN

UNIT BASEPAN

UNIT BASEPAN

INTERNAL POSTADJACENT TOCONTROL BOX

A & C ARE SIMAND OCCUR ON

OPP. FACES

DIM. 1D

IM.

2

DIM

. 4D

IM.

3

CLIP A

CLIP B

CLIP D

CLIP C

CONTROLBOXCLIP OFFSET DIMENSION SHALL

BE TAKEN FROM THIS SIDE ONLY

N.T.S.

TIE-DOWN BRACKET LAYOUTPLAN

DATUM FACE

TIE-DOWNBRACKET

MIAMI TECH CLIP: 14GA (0.07") ASTM A653Fu=90 KSI STEEL (CUTD10) OR 0.080"

5052-H32 ALUMINUM (CUTDA10), MIAMITECH KIT # RRCUTDLK OR RRCUTDALK

1.000"

10.0

00"

0.306"TYP.

1.000"

1.250"

0.750"

WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONSRHEEM SALES COMPANY, INC.

OF

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N.T.S.

51" TALL UNITS

TROY S. BISHOP, P.E.PE76131

GENERAL NOTES:1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN

ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODEFIFTH EDITION (2014) & ASCE 7-10. THIS SYSTEM MAY BE USED WITHINAND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOTINTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNITCABINETRY.

2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THEDESIGN OF THIS SYSTEM.

3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGHTEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA.

4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (255 LB MINIMUM) OFMECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALLMECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BEAS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESSRESPONSIBILITY OF THE CONTRACTOR.

5. STRONG BOLT 2 REFERRED TO HEREIN SHALL BE SIMPSON STRONGTIEBRAND & WEDGE BOLT+ SHALL BE POWERS BRAND, SAE GR. 5 CARBONSTEEL OR EQUIVALENT ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEEANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL SHEET METALSCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS SHALL BE #10(14 MIN THREADS PER INCH) ASTM F593 410 STAINLESS STEEL OREQUIVALENT ONLY. PROVIDE (5) PITCHES MINIMUM PAST THE THREADPLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVEAPPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.

6. 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.

7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROMDISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.

8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BYOTHERS.

9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTANDSUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGNPROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT ASEXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS ORAFFIRMATIONS ARE INTENDED.

10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDEINFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENTFROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER ORREGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FORUSE IN CONJUNCTION WITH THIS DOCUMENT.

11. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULLRESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALLENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE ISRESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTUREPROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANYWATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR ASWATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THEINSTALLING CONTRACTOR.

12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THEVult WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE7-10.

THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 ANDTHE FLORIDA BUILDING CODE FIFTH EDITION (2014) FOR USE WITHIN ANDOUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THE DESIGN CRITERIACONSIDERS ASCE 7-10 SECTION 29.4.1 FOR "OTHER STRUCTURES - SOLIDFREESTANDING WALLS" INSTALLATIONS AT GRADE. ALL DESIGN VARIABLESARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29.

DESIGN NOTES:

(1)-1/4"Ø CARBON STEEL SIMPSON STRONG BOLT 2, 1 34" MIN EMBED TO

CONCRETE, 3" MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR.

ANCHOR SCHEDULE:

CONCRETE:(4" THICK MIN,3000 PSI MIN.)

SUBSTRATE

DESCRIPTION

DIM. 1

DIM. 2

DIM. 3

DIM. 4

4.50" MAX OFFSET FROM DATUM FACE

30.00" MIN OFFSET FROM DATUM FACE

31.00" MIN OFFSET FROM DATUM FACE

13.00" MAX OFFSET FROM DATUM FACE

TIE-DOWN BRACKET OFFSETS:

APPROVED DESIGNCRITERIA:

ASCE 7-10 Vult=175 MPH(Vasd-136 MPH), EXPOSURE 'D',AT GRADE INSTALLATION ONLY

UNIT WIDTH

35.75" MAXUNIT LENGTH35.75" MAX

UN

IT H

EIG

HT

51"

MAX

UNIT WIDTH

35.75" MAXUNIT LENGTH35.75" MAX

UN

IT H

EIG

HT

51"

MAX

(4)-#10SMS PERBRACKET,

TYP.

APPLICABLE MODELS:

RA1642A, RA1648, RA1660, RP1360,

RP1460, RP1548, RD1448, RP1560,

RD1460, RA/UA1748, RA/UA1760,

RA/UA2048, RA/UA2060, RP/UP1748,

RP/UP1760, RP/UP2048, RP/UP2060,

±37.25"

(1)-1/4"Ø CARBON STEEL POWERS WEDGE BOLT+, 218" MIN EMBED TO CONCRETE,

3" MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR.SUPPORTING CONCRETE SUBSTRATE DEPTH SHALL BE A MINIMUM 1.5xANCHOR EMBED.EITHER ANCHOR FROM THIS SCHEDULE MAY BE USED FOR INSTALLATION.