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HomeMy WebLinkAboutProject Information RECEIV.7M. JAN 15 2016 FILE COPY. ,QFRANKp b5,9NNARDO,P.E. RHEEM SALES COMPANY, INC. , , WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE—DOWN CLIPS. ': +U# �, °} > >-S6 Og (VasATd-136 MPH),EXPOSURE'D', 0.750, APPROVED DESIGN ASCE 7-10 VOtf=STS MPH C p �1D't�h.•�."„,�.^`'•�U,yfT 10•(tt U4.7T 1.250 CRITERIA: GRADE INSTALLATION ONLY •: - vl• M 0 PXu 0 WW � 5a ` DESIGN NOTES: q Lm�z _ S O TRIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND Z K - x THE FLORIDA BUILDING CODE FIFTH EDITION(2014)FOR USE WITHIN AND w ul OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THE DESIGN CRITERIA 3 `•'}••" m xm Eli-.,i t;i(t'!ga i S= `- Q CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR-OTHER STRUCTURES-SIABLESOLID N a J G o FREESTANDING WALLS"INSTALLATIONS AT GRADE. DESIGRo a"' - O:q OPT •.:•:12 m o .AN VA /• 01pw - f"'� _ ��!�+-'}'''•'`''•`-t O o ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. 0.306GENERAL NOTES: ° ((J� J �� y 7YP• 1-D 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN •.�, 3, CONCRETE CONCRETE ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SUPPORTING SUPPORTING n FIFTH EDITION(2014)&ASCE 7-10.THIS SYSTEM MAY BE USED WITHIN STRUCTURE BY STRUCTURE BY IU! AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT OTHERS,TYP. O OTHERS,TYP. CONTROL BOX CABINETRY O CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT ' ` 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE F­---t1.000" p- z MECHANICAL UNIT 1rl.000" pESIGNOFTHISSYSTEM. MECHANICAL UNIT f t �-- 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH O p N.T.S. FRONT ISOMETRIC 1 •( / N.T.S• BACK ISOMETRIC TIC--DOWN TEST REPORTG0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. �•/ �+ 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(199 LB MINIMUM)OF (n (2)-<10 SMS PER BRACKET FOR UNITS THESE ISOMETRICS ARE INTENDED FOR • BRACKET KET MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL Lu � DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA O.p7") MECHANICAL SPECIFICATIONS CLEAR SPACE,TONNAGE,ETC.)SHALL BE •-I w UP TO 35"TALL(UP TO SMS PER UNITS LISTED HEREIN MAY VARY IN APPEARANCE ASTM A653 Fu=90 KSI STEEL AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS L< BRACKET FOR UNITS UP 70 39"TALL (CUTD8)OR 0.080°5052-H32 RESPONSIBILITY OF THE CONTRACTOR. (ONLY{2)SMS SHOWN BELOW) ALUMINUM(CUTDAS),MIAMI 5. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDER BRAND,ASTM F593 z ' INTERNAL POST 410 STAINLESS STEEL ORE UIVALENT ONLY,INSTALLED TO 3000 PSI MIN qI -! f ADJACENT TO TECH K[T 8 TDASM SMK OR CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL LLI _ RRCUTDASMK Q tg CONTROL BOX SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS JGPAN R , SHALL BE 810(14 MIN THREADS PER INCH)ASTM F593 410 STAINLESS LL = I p� 0� STEEL OR EQUIVALENT ONLY.PROVIDE(5)PITCHES MINIMUM PAST THEU THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVEI]� � APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.135.25" 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION.SE 0 p� iAS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4"MIN.�6 PANT BASE PANT BASE CLI B THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, ANSCHEDULECHOR PER O �� iUNLESS NOTED OTHERWISE.< 7. THE CONTRACTOR I5 RESPONSIBLE TO INSULATE ALL MEMBERS FROMDISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.M � B. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY e � ca 3000 PSI MIN ��, ry LIrV 9OTHERS.THE ADEQUACY OF ANY I $ _ . QEXISTING STRUCTURE TO WITHSTAND CONCRETE BY .. °:�.. j � -I---,, R OTHERS,TYP. B /I O. /-• D O O d• SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN $gg33 /"1 LX 1. ! PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS a !' ¢ O O CLI A h DIM.1 a EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR QA &©ARE SIt4 - \ CONTROL AFFIRMATIONS ARE INTENDED. ? AND OCCUR ON l `BOX 10.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE s � CLIP OFFSET DIMENSION SHALL j �--_--V OPP.FACES --• - - — INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT ` 6E TAKEN FROM PHIS SIDE ONLY DATUM FACE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR 3 TIE—DOWN BRACKETS REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR " j N.T.S. ELEVATION TIE—DOWN BRACKET LAYOUT USE IN CONJUNCTION WITH THIS DOCUMENT. yya II. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL @ 5 , , , , 1 N.T.S. PLAN RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SItALI COA'lRIs1RFv1atL8FluWmoRE ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE 15-2543 APPLICABLE MODELS: ANCHOR SCHEDULE: PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY TIE—DOWN BRACKET OFFSETS: RA1348.RA,436,RA1442B, WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS P�Ge0E5cRTP71oN: e SUBSTRATE DESCRIPTION RA1624,RA1636B,RA16428, WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 38•TALL UNITS DIM.1 4.50"MAX OFFSET FROM DATUM FACE RP1336.RP1348,RP1436,RP1442, INSTALLING CONTRACTOR. 33.T5"x3a.Ts•FOOTPRINT I CONCRETE: (1)-1/4.0 STAINLESS STEEL ITW BUILDER TAPCON, DIM.2 28.00"MIN OFFSET FROM DATUM FACE "' 48.RP1630,RD1430,RP1536, 12.FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE cw (4"THICK MIN, 1%"FULL EMBED TO CONCRETE,211x"MIN.EDGE RD 1436,RP1542.R01442, Vuit WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE 9 I "7 3000 PSI MIN.) DISTANCE,3"MIN.SPACING TO ANY ADJACENT DIM.3 29.00"MIN OFFSET FROM DATUM FACE RAA)A1724,RN=036, 7-10. ANCHOR. DIM.4 13.00°MAX OFFSET FROM DATUM FACE RAfUA2024 RPIUP1724,RPAIP1736, FWUA1736.RPAJP2024 _ FRANK HEIR RDO,PE. , RHEEM SALES COMPANY INC. c 6 PcE46519 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: A 6=,',� I�,a�y31��1(f Ate:°-1 �� 'r)IN o� ) 9j' _Nl -b $s VALID FDRI PE"nLrLYTIN.U.. z I 4 ( —I1.000" APPROVED DESIGN ASCE 7-10 vDR=175 MPH Z= opt (Vasil-136 MPH),EXPOSURE'D', %�,' lS 5"APx \ S SF l lY 5" PX J S <F� 1.250'0.750" CRITERIA. AT GRADE INSTALLATION ONLY .WI4^1 z!^,^, •-dry w x Z DESIGN NOTES: (3 «m�W o THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND L N p 4 ~ THE FLORIDA BUILDING CODE FIFTH EDITION(2014)FOR USE WITHIN AND uwi OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THE DESIGN CRITERIA CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR"OTHER STRUCTURES-SOLID .( N K'`T+3 m — ;-Ila.I h�.i Eu7 - •' Su','I U(. &LfT FREESTANDING WALLS"INSTALLATIONS AT GRADE.ALL DESIGN VARIABLES o w a' O.I O -=':c +�'+ ei ON Oi i. .J Q o ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. ,.,p r A q 0 0 Q GENERAL NOTES: Lj 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN OTYP" 0 Q ACCORDANCE WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE H ,. CONCRETE CONCRETE FIFTH EDITION(1 14)&ASCE 7-I0.THIS SYSTEM MAY BE USED WITHIN SUPPORTING SUPPORTING 0 AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT z n STRUCTURE BY STRUCTURE BY �O Q INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT OTHERS,TYP. B OTHERS,TYP. D CABINETRY. Q u CONTROL BOX �i 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CL z 1 MECHANICAL UNIT 2 MECHANICAL UNIT DESIGNOFTHISSYSTEh1. 0 o I--I-1.000" 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH o i 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TEST REPORT&0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. U w TIE-DOWN 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(200 LB MINIMUM)OF W P A THESE ISOMETRICS ARE INTENDED FOR MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL J w FAMMA"TICAL PURPOSES ONLY;ALTERNATE RHEEM BRACKETMECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE TS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP:14GA(0.07') AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS fRESPONSIBILITY OF THE CONTRACTOR. ASTM 8653 FU=90 KSI STEEL 5. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND,ASTM F593 ALUMINUM(CUTDAB (CUTDB)OR 5052-H32 410 STAINLESS STEEL OR EQUIVALENT ONLY,INSTALLED TO 3000 PSI MIN LL (2)­110UTD s SMS PER INTERNAL POST )'MIAMI CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL W L� TECH KIT S RRCUTDSMK OR ADJACENT TO SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS = z BRACKET, CONTROL BOX RRCUTDASMK SHALL BE#10(14 MIN THREADS PER INCH)ASTM F593 410 STAINLESS Q x OUVER TYP• STEEL OR EQUIVALENT ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE w 3 0 _ PANEL, �{O _ THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE �IY� z TYP, I O �Q ""--' __.. APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 3 �"OO' uO �O '• �`•'' 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. O O O P AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4'MIN. 'D •"y {- +37.25"-- f�LJ„n THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, - 'S U� UNIT BASE QO UNIT BASE OO UNIT BASE CLIP(B�I L ` UNLESS NOTED OTHERWISE. a PAN O PAN O PAN _ GI,j �J 7. THE CONTRACTOR I RESPONSIBLE TO INSULATE ALL MEMBERS FROM ANCHOR PER OO_ OO w' SCHEDULE _ _ DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. o aEE e 1{ B. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY I OTHERS. tCLL�U 9, THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND * } 3000 PSI MIN. •'� F: ;•D' SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN CONCRETE BY�� ^. + o o v PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS o a Rg�$ G OTHERS,TYP, © O&© ••OD + DIM.1 f F EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR lie ' BBB CLIP(A� .I ` AFFIRMATIONS ARE INTENDED. S _ 'Q o r .s•pp.� & C ARE SIM \CONTROL 10.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE 6P(; 5 t `BOX INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENTC AND OCCUR ON CLIP OFFSET DIMENSION SHALL_ .._. .._. _..._ •_•_,_,_,_ FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR •�P OPP.FACES BE TAKEN FROM THIS SIDE ONLY DATUM FACE REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR 3 TIE-DOWN BRACKETS USE IN CONJUNCTION WITH THIS DOCUMENT. 4 TIE-DOWN BRACKET LAYOUT 11. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL 1 N.T.S. ELEVATION RESPONSIBILITY OFTHE INSTALLING CONTRACTOR.CONTRACTOR SHALL O0PYRGKrFNJMLbFt -- 1 N.T.S. PLAN ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE 15-2543 0 o C n PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR APIY SDALE: N.T.S. ANCHOR SCHEDULE; T�E-DOWNBRACKcTOcFc+1-To: APPLICABLE MODELS: WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS PAGE[?EgrawrzoN: BRACKET OFFSETS V7 fiA1360,RA1442A, WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 35'TALL UNITS SUBSTRATE DESCRIPTION DIM.1 4.SO"MAX OFFSET FROM DATUM FACE RA1448,ItA1460, INSTALLING CONTRACTOR. 35.75'x 35.75'FOOT PRINT FiA1630,R41636A, 12.FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE CONCRETE: (1)-1/4"0 STAINLESS STEEL ITW BUILDEX TAPCON, DIM.2 30.00"MIN OFFSET FROM DATUM FACE Vult WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE (4"THICK MIN, IYA"FULL EMBED TO CONCRETE,2Y2"MIN.EDGE DIM.3 31.00"MIN OFFSET FROM DATUM FACE RPNP2036, 7-10. 3000 PSI MIN.) DISTANCE,3"MIN.SPACING TO ANY ADJACENT — ANCHOR. DIM.4 13.00"MAX OFFSET FROM DATUM FACE I i