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HomeMy WebLinkAboutProduct ApprovalNOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econom Rheem Sales Company, Inc. 5600 Old Greenwood Rd. Fort Smith, AR 72917 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Mechanical Unit Steel and Aluminum Tie -Down Clips for Grade and Rooftop Applications APPROVAL DOCUMENT: Drawing No. 15-2543GA through 15-2543GD and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/ Aluminum Tie -Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 01/12/2018, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. on 07/17/2018, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable bung code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 1&0321.11 and consists of this page 1 and evidence pages E4, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0719.07 `� Expiration Date: February 25, 2021 • � �a��° � � �`�a`�� Approval Date: September 27, 2018 � Page 1 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOAs A. DRAWINGS "Submitted under NOA # 15-0903.08" 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 11/20/2015, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS "Submitted under NOA # 15-0903.08" 1. Test report on Uniform Static Air Pressure Test per FBC, TAS 202-94 along with marke&up drawings and installation diagram of Rheem RA Series Mechanical Units, prepared by American Test Lab of South Florida, Test Report No. 0323.0145, dated 05/18/2015, signed and sealed by Stephen W. Warter, P.E. C. CALCULATIONS "Submitted under NOA # 15-0903.08" 1. Anchorage calculations prepared by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT "Submitted under NOA # 15-0903.08" 1. Statement letter of code conformance to the Sth edition (2014) FBC issued by Engineering Express, dated 08/24/2015, signed and sealed by Frank L. Bernardo, P.E. 2. Statement letter of no financial interest issued by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. 3. Distributor agreement dated 11/12/2015. f Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date: February 25, 2021 Approval Date: September 27, 2018 E-1 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA # 18-0321.11 A. DRAWINGS 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on O1/12/2018, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6� Edition (2017) FBC issued by Engineering Express, dated 03/19/2018, signed and sealed by Frank L. Bennardo, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date: February 25, 2021 Approval Date: September 27, 2018 E-2 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New evidence submitted A. DRAWINGS 2. Drawing No. Drawing No. 15-2543GA through 15-2543GD and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/ Aluminum Tie - Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 01/12/2018, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. on 07/17/2018. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 2. Models removal request, dated 07/17/2018, signed and sealed by Frank L. Bennardo, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date: February 25, 2021 Approval Date: September 27, 2018 E-3 U m M N RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS t }-- }.10000" - LL. 4 APPROVED DESIGN ASCE 7-10 Vult=175 MPH " 1 0.750" (Vasd136 MPH), EXPOSURE 'V., CRITERIA: AT GRADE INSTALLATION ONLLY� vN� VJ���y� � �. �� V 1.250' <2915//ar91 • • ��� III %Ate, CONCRETE CONCRETE SUPPORTING SUPPORTING STRUCTURE BY STRUCTURE BY OTHERS, TYP. B OTHERS, TYP, 1 MECHANICAL UNIT 1 N,T,S. FRONT ISOMETRIC CONTROL BOX SIT 2y�S MN 0 l , O O O O SIM. TO (A' BUT O ON OPP. FACE O C O 0,306" O TYP, r D D 0 2 MECHANICAL UNIT N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS MAY VARY IN APPEARANCE Type 1 '1 RNER =�� '= �' — 1'� '•ST I (� 0'0 ANCH • • PER SCHEDULE 3000 PSI MIN. � � � • � CONCRETE BY OTHERS, TYP, © O&© ® & © ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: • ve O SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4"O STAINLESS STEEL ITW BUILDEX TAPCON, (4" THICK MIN, 13/4" FULL EMBED TO CONCRETE, 2 /2" MIN. EDGE 3000 PSI MIN.) DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. INTERNAL POST ADJACENT TO CONTROL BOX (0.130" STEEL) UNIT BASE PAN PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0719.07 Expiration D e 02/25/2021 ByPIG Miami-Dd'd0 Product Control CLIP OFFSET DIMENSION SHALL _ 8E TAKEN FROM THIS SIDE ONLY f 31.25" r--r 1.000° TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0,07") ASTM A653 Fu=90 KSI STEEL (CUTD8) OR o,080" 5052-H32 ALUMINUM (CUTDA8), MIAMI TECH KIT # RRCUTDSMK OR RRCUTDASMK N M p�LIP� ii DIM.1 0 ;j' CONTROL BOX DATUM FACE 4 � TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN f IE-DOWN BRACKET OFFSE DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM, 2 24,50" MIN OFFSET FROM DATUM FACE DIM. 3 25,25" MIN OFFSET FROM DATUM FACE DIM. 4 13" MAX OFFSET FROM DATUM FACE =TS: DESIGN NOTES: THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE FLORIDA BUILDING CODE SIXTH EDITION (2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THE DESIGN CRITERIA CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR "OTHER STRUCTURES - SOLID 13 FREESTANDING WALLS" INSTALLATIONS AT GRADE. ALL DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE LL SIXTH EDITION (2017) & ASCE 7-10, 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 334/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 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, 5. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, ASTM F593 410 STAINLESS STEEL OR EQUIVALENT ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. 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. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS, ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. ED 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 FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 9. 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. 10. 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, 11. 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. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE 7-10. E NOT CONSIDERED SIGNET D SEALED. IF'THERE IS NO :ITAL SIGNATURE ON SHEET 1 THIS SHEEP DOES NOT NTATN AN ENGINEER'S [GINAL SIGNATURE & SEAL, � N O m® WM"n�i LL (enn U Ln W� LLc�n"mXW (�1• DujU za Z ~>QWW<'a a ¢ w Iu 17 p �zz WI� aa�,m0�c�aU W oNOmWWv V N A0Z M J {7 V) W aSW ow w �p U Z p N w � o � W elm o Z U x Q M z OD! h in V LOU Z +"I Z U%�go ¢ III U J Z¢ N w w z m g H o W o 0 �� a o LL W � m � 0 V F U. Sc tg� m ego = N �3<ie COPYRIGFR'ENGINEERING EXPRESS® 15-2543GA SCALE:NTS UNLESS NOTED OF 7 RHEEM SALES COMPANYt , INC. � WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIO(y8.� x CONCRETE SUPPORTING E STRUCTURE BY t OTHERS, TYP. • i Ima 0) ON OFT, FACE: M SUPPORTING-/ G N.M. 33 �S �NGTH SIM. TO iC-� BUT ON OPP, FACE C STRUCTURE BY D B OTHERS, TYP. CONTROL BOX MECHANICAL UNIT 2 MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC m (2)-#10 SMS PER BRACKET FOR UNITS � UP TO 35" TALL. (3)-#10 SMS PER b BRACKET FOR UNITS UP TO 39" TALL a (ONLY (2) SMS SHOWN BELOW) THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS MAY VARY IN APPEARANCE � PANEL �'° CORNER 0� STEEL), Q0 POST TYPO 9 STEEL) �O UNIT BASE 00 UNIT BASE ANCHOR PER 0Q PAN Q� PAN SCHEDULE 4 3000 PSI MIN. a CONCRETE BY a.. OTHERS, TYP. © O&© �A & © ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: 0 SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4"� STAINLESS STEEL ITW BUILDEX TAPCON, (4" THICK MIN, 13/4" FULL EMBED TO CONCRETE, 21/z" MIN. EDGE 3000 PSI MIN.) DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. INTERNAL POST ADJACENT TO CONTROL BOX (0.130" STEEL) UNIT BASE PAN CLI CLIP OFFSET DIMENSION SHALL _ BE TAKEN FROM THIS SIDE ONLY DIM, 1 t35.25" N r't DATUM FACE LMVVU 0.750" 1.250' uo 0 0 0 0 0 0.306" TYP. r 0 0 0 0 0 0 t—rl.000° TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07") ASTM A653 Fu=90 KSI STEEL (CUTD8) OR 0.080" 5052-H32 ALUMINUM (CUTDAS), MIAMI TECH KIT # RRCUTDSMK OR RRCUTDASMK � II o CONTROL TIE -DOWN BRACKET LAYOUT N.T.S. f IE-DOWN BRACKET OFFSE DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 28.00" MIN OFFSET FROM DATUM FACE DIM. 3 29.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE TS: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18=0719.07 Expiration Da 02/25/2021 s` Miami -Dade Product Control FKti FRANK L BENNARDO, P.E. PEA 0046549 !(e� DIBATISTO, P.E a r� ON mot, THIS PA GrTALLY PR DIN rNIS DOCUMENT CONSIDERED SIGNET D SEALED. IP THERE IS NO :TEAL SIGNATURE ON SHEET I THIS SHEET DOES NOT N1'AIN AN ENGINEER'S [GINAL SIGNATURE & SEAL � N O Z It o w i~i vi uI zW� LLUIWXW ili p�Uezax rnn>QLL�Wa Uhl �QWoRRE0U0 O CD�zzo II' s Q�} � W W t1,,I p �T Z W W O� J ^@W U W O .Z. Um 0 =w W oW w c0 p V� Z p N o In Q � �j Q o D z O M J iA 1a- Imn V p o _ ^ rn Q w VO N U w z U01FW- �¢ I'Im W o p l�L. W � � O � P. 0 0 ppp Wad z F COPYRIGHT ENGINEERING EXPRESS® 15-2143GB SCALE: NTS UNLESS NOTED TS: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18=0719.07 Expiration Da 02/25/2021 s` Miami -Dade Product Control FKti FRANK L BENNARDO, P.E. PEA 0046549 !(e� DIBATISTO, P.E a r� ON mot, THIS PA GrTALLY PR DIN rNIS DOCUMENT CONSIDERED SIGNET D SEALED. IP THERE IS NO :TEAL SIGNATURE ON SHEET I THIS SHEET DOES NOT N1'AIN AN ENGINEER'S [GINAL SIGNATURE & SEAL � N O Z It o w i~i vi uI zW� LLUIWXW ili p�Uezax rnn>QLL�Wa Uhl �QWoRRE0U0 O CD�zzo II' s Q�} � W W t1,,I p �T Z W W O� J ^@W U W O .Z. Um 0 =w W oW w c0 p V� Z p N o In Q � �j Q o D z O M J iA 1a- Imn V p o _ ^ rn Q w VO N U w z U01FW- �¢ I'Im W o p l�L. W � � O � P. 0 0 ppp Wad z F COPYRIGHT ENGINEERING EXPRESS® 15-2143GB SCALE: NTS UNLESS NOTED RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS;` � well C x CONCRETE SUPPORTING E STRUCTURE BY t OTHERS, TYP. rr h d a D m C 0 0 c 0 Pee E ANCHOR PER R a SCHEDULE - OTHERS, TYP. it 0 • LU �\ Fee, Ln ON OPP, FACE SUPPORTING) SNIT 3S �S 4, SIfJI. TO (�,j BUT aN P. FATE STRUCTURE BY D B OTHERS, TYP. CONTROL BOX 1 MECHANICAL UNIT 2 MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS MAY VARY IN APPEARANCE I RACKET, lop n� =Typ► ., I RNER 1 IBv C ` ' EL) •' (I N 44 a a �4 © O&© O & © ARE SIM AND OCCUR ON OPP. FACES el 3 TIE -DOWN BRACKETS el 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4"QI STAINLESS STEEL ITW BUILDEX TAPCON, (4" THICK MIN, 1%4" FULL EMBED TO CONCRETE, 2%2" MIN. EDGE 3000 PSI MIN.) DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. INTERNAL POST ADJACENT TO CONTROLBOX (0.130" STEEL) BASE 0350" 1.250' 0 0 O tb fr l,000° TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07") ASTM A653 Fu=90 KSI STEEL (CUTD8) OR 0.080" 5052-H32 ALUMINUM (CUTDA8), MIAMI TECH KIT # RRCUTDSMK OR RRCUTDASMK CLIP OFFSET DIMENSION SHALL _ °>.;,__ .__---f _ E -r/ BOX BE TAKEN FROM THIS SIDE ONLY DATUM FACE TIE -DOWN BRACKET LAYOUT N.T.S. CIE -DOWN BRACKET OFFSE DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM, 2 30.00" MIN OFFSET FROM DATUM FACE DIM. 3 31,00" MIN OFFSET FROM DATUM FACE DIM, 4 13,00" MAX OFFSET FROM DATUM FACE TS: PLAN PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18=0719.07 ExpiratioADo 02/25/2021 By Miami—Dadd Product Control JK L BENNARDD, P.E. 0046549 71Et�'''',,,,,ccccC9R�II.���.Y��O.I__G 14E lEta �gDjl,O, P,E �7. �9OR 1 PERMIT ONL W+ IRi• IF THIS SXEET'90E! CONTAIN AN ORIG MATURE t ENGINE t SEA IE IGITAL N SHEET I,, \ T 'E'OF A ICCjjIITTALLY ��SHAl�iN IN Q }'r�AL�b: IF THERE IS NO .ITAL SIGNATURE ON SHEET I THLS SHEEP DOES NOT DETAIN AN ENGINEER'S IGINAL SIGNATURE & SEAL, V � Z o 0 'I o w Q = J W O C7 o Zt O N tr U 0 W wagZ mfeel Z , o _ill �0 �� Z¢ v W W Z W H m N m Q lW O p Wpm 0 0 0 w�� z z9! a g �KITR LL920 FQ COPYRIGHT ENGINEERING ="RESS® 15-2543GC SCALE: NTS UNLESS NOTED hr \NID�(N U35 5„ tAPX 1 RHEEM SALES COMPANY, INC. 4�Itk WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEELJALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATI0Vw ;4�,�*� CONCRETE SUPPORTING 1RUCTURE BY OTHERS, TYP. ANCHOR PER SCHEDULE 3000 PSI MIN. CONCRETE BY OTHERS, TYP. 0 OPP. FACE HI CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP, U35 5 'MpX CONTROL BOX —� 1.000" 0.750" 0 0 0 00 0 0 0 SIM, T O ';Ai BUT 0 ON OPP. FACE 0 C 0 0 0 0 D 0.306" TYPE O MECHANICAL UNIT 2 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS MAY VARY IN APPEARANCE �a d TNTERNALPOST ADJACENT TO CONTROLBOX (0.130" STEEL) SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4"0 CARBON STEEL SIMPSON STRONG BOLT 2, 13/q" MIN EMBED TO (4" THICK MIN, CONCRETE, 3" MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR, 3000 PSI MIN.) (1)-1/4"O CARBON STEEL POWERS WEDGE BOLT+, 2%" MIN EMBED TO CONCRETE, 3" MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. TING CONCRETE SUBSTRATE DEPTH SHALL BE A MINIMUM 1.5xANCHOR EMBED, ANCHOR FROM THIS SCHEDULE MAY BE USED FOR INSTALLATION. BASE tt 1.000" TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07") ASTM A653 Fu=90 KSI STEEL (CUTD10) OR 0.080" 5052-H32 ALUMINUM (CUTDA10), MIAMI TECH KIT # RRCUTDLK OR RRCUTDALK CONTROL CLIP OFFSET DIMENSION SHALL _ �ovn BE TAKEN FROM THIS SIDE ONLY DATUM FACE T TIE -DOWN BRACKET LAYOUT N.T.S. CIE -DOWN BRACKET OFFSE DIM. 1 4,50" MAX OFFSET FROM DATUM FACE DIM. 2 30.00" MIN OFFSET FROM DATUM FACE DIM. 3 31.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE TS: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0719.07 Expiration Da 02/25/2021 e ,' By Miami-Ddd# Product Control € € ; yl( ENNARDO, P.E. 4O4 ij<, DleAnsro, (GNAnI qer 1, THIS HEEEfff IS DIGITALLY '6�IALL REMAINPRINTIE IN f�I S OF THIS DOCUMENT RE NOT CONSIDERED SIGNET ND SEALED. IF THERE IS NO [GITAL SIGNATURE ON SHEET 1 R THIS SHEET DOES NOT DNTAIN AN ENGINEERS RIGINAL SIGNATURE 9 SEAL, 1I5 SHEET IS A CAPY/DRAFT. � N O Um 0 WHmdttnnUm IL co x ak ZW h- W �-z �L F>Q�a2WQ ZX�Q W WME LL a�m�OZI,� WW ON.jMwWU v*i W �o? J LL 0 No V) W aiw p W ui � p V� Z o 0 o v o In Z ? J o o o z 7< O H � U ° w Z M , M I 0 W~ S o QLU o Q Z a w w o H �Q `gym W � E�_ moll ff < ? N COPIRIGFti ENGINEERING EXPRESS® 15-2143GD SCALE NTS UNLESS NOTED Y c RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS PLODED VIEW 0 LENGTH 29,75" 17 IT UNIT -= a CONTROL BOX i ("MAX) 4040G ( MIN) LONG (LLH) ALUMINUM ANGLES WITH LENGTH CENTERED PERPENDICULAR TO SUPPORTING FRAME ATTACH ANGLES TO FRAME WRH(1)-3/`HTHRUBOLTS ' WITH WASHER & NUT AT THE INTERFACE BETWEEN ANGLE AND FRAME (TOTAL OF (4) BOLTS WILL BE USED) SUPPORT FRAME (BY OTHERS), TYP. 1 MOUNT EXPLODED VIEW 100/ N.T.S. FRONT ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED VARY IN APPEARANCE INTERNAL POST BY CONTROL BOX (0.130" STEEL) UNf DETAIL 4/1 z \MOUNT ISOMETRIC VIEW � J N.T.S. � FRONT ISO /BACK LSO 30" (MIN) I40" (MAX) ATTACH ANGLES TO FRAME WITH (l)-%"0 ( 2"x1"xy"x 30"(MIN)- THRUBOLTS, TYP. 40"(MAX) LONG (LLH) ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYR SUPPORT FRAME (BY � I CENTER TO CENTER OTHERS), TYP. I IL s SUPPORT ANGLE _ 1 N.T.S. ELEVATION (5) #1 D SMS PER CLIP, TYP. ETAIL 4/1 WITH WASHER& 0� 0� POST �0 0� POST NUT FASTENING OB OB (0.190" �B m.—�B (0.190" CLIPS TO STEEL) ALUMINUM SUPPORT FRAME BY STEEL) ( �2"x1"As" X 30"(MIN) - 40"(MAX) LONG ANGLE, TYP. OTHERS) NOT SHOWN (LLH) ALUMINUM ANGLE CENTERED FOR CLARITY, TYP, ABOUT SUPPORT FRAME, TYP. TIE -DOWN CLIP ATTACHMENTS i N.T.S. ELEVATIONS 2"x1 "x118" x 30"(MIN) - 40"(MAX) LONG (LLH) ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. 0 SUPPORT FRAME (BY OTHERS), TYP. TIE -DOWN CLIP OFFSETS: DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. DIMENSION :-' WASHERS &NUT C4NTROL FASTENING ANGLE TO BE TAKEN FROM I HIS SIDE ONLY DATUM FACE BOX SUPPORTING FRAME. tl 5 TIE -DOWN CLIP LAYOUT 1 N.T.S. NOTE: UNIT SHALL BE CENTERED PLAN ABOUT THE 20" RAIL TO RAIL SUPPORTING FRAME (BY OTHERS) 0.313 HOLE ei 0.313" TYPE CLEARANCE HOLE OR SLOT 0.1 1.00" 10.00" REFERENCE -0.3063" TIE -DOWN CLIP MIAMI TECH CLIP:I4GA (O.OT') ASTM A653 Fu=90 KSI STEEL (CUTD10), MIAMI TECH KIT# RRCUTD30K PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0719.07 Expiration D 02/25/2021 Miami-D d Product Control APPROVED DESIGN CRITERIA: APPROVED DESIGN CRITERIA: DESIGN NOTES: 200 PSF LATERA'� WIND LOAD WIND LOAD (CONCURRENT) 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 WTTH THE GOVERNING CODE. 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. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 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. 5. ALL SHEET METAL SCREWS USED TO FASTEN CLIPS TO MECHANICAL UNITS SHALL BE #10 (14 MIN THREADS PER INCH) GRADE 5 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. 6. ALUMINUM ANGLES SPECIFIED HEREIN SHALL BE 6061-T6 ALUMINUM ONLY, 7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) CONSIDER A FRAME MEMBER THAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0,094" THICK FLANGE AT ATTACHMENT POINT. PERFORMANCE OF THE RAIL AS A STRUCTURAL MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE CERTIFICATION, 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 10. 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, 11. 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, 12. 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. L BENNARDO, P.E. 4`9fi6r, P.E IN RE NOT CONSSDERED 6IGNE[ ND SEALED. IF THERE IS NO [G1TAL SIGNATURE ON SHEET 1 R THIS SHEET DOES NOT ONTAIN AN ENGINEER'S RIGINAL SIGNATURE 9 SEA[ HIS SHEET IS A COPY/DRAFT. � N O rH XO Z � O �® WMryyn n0 Iii N 3 fn OU Ln WW LLUfLL 0.NCA WW o = Lq�_ Z ULL�Wa Z�C �Q W owU' O WW ON�mW[wv oz U. J (� W S W O W w tD 0 ,-a Z N 0 O w ra In Z � `U w U Q U rn O Z Ood.1 3En Ln M o w 0 Z , O w a g i r u Q z ^ w w o ED Q m W o 0 W � � _ � O IL in m W � �- 6�a R 0 0 o Ci f LL �oy�� w HE G O ozioN a E COPYRIGHT ENGINEERING EXPRESS 15-2564RE SCALE: NTS UNLESS NOTED RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONF!�, EXPLODED VIEW i i i i i i � I i 40"(MAX) LONG (LLH) ALUMINUM ANGLES WITH LENGTH CENTERED PERPENDICULAR TO SUPPORTING FRAME ATTACH ANGLES TO FRAME WITH (1}%"fb THRUBOLTS WITH WASHER & NUT AT THE INTERFACE BETWEEN ANGLE AND FRAME (TOTAL OF (4) BOLTS WILL BE USED) U � �� ( SUPPORT FRAME m �—{BY OTHERS), TYP. i MOUNT EXPLODED VIEW a 1 N,T.S, FRONT ISOMETRIC ti Y z t- INTERNAL THESE ISOMETRICS ARE POST BY INTENDED FOR CONTROL DIAGRAMMATICAL PURPOSES BOX (TEEL) ONLY; ALTERNATE RHEEM UNITS STEEL) MAY VARY IN APPEARANCE C "g THRU BOLT WITH WASHERB NUT FASTENING CLIPS TO ALUMINUM ANGLE, TYP. 2"x1 "x1 /8" x 30"(MIN) - 40"(MAX) LONG (LLH) ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. SEE DETAIL4/1 MOUNT ISOMETRIC VIEW N.T.S. FRONT ISO / BACK ISO ATTACH ANGLES TO FRAME WITH (1)?/"H THRUBOLTS, TYP. SUPPORT FRAME {BY—' � CENTER TO CENTER OTHERS), TYP. � It 3 -SUPPORT ANGLE 1 N.T.S. ELEVATION 2"x1"xY" X 30'(MIN) - 40"(MAX) LONG (LLH) ALUMINUM ANGLE CENTEREDABOUT SUPPORT FRAME, TYP_ (7) #10 SMS PER CLIP, TYP. POST (0.190" STEEL) ' SUPPORT FRAME {BY ' �� 2"x1'ScYe" X 30"(MIN) - 40"(MAX) LONG OTHERS) NOT SHOWN ALUMINUM ANGLE CENTERED ABOUT FOR CLARITY, TYP. SUPPORT FRAME, TYP. TIE -DOWN CLIP ATTACHMENTS N.T.S. a FRAME (BY OTHERS), TYP. ELEVATIONS 0.31 HOLE DETAIL 4/1 �I1 0.1870" QO EARANCE U HOLE OR O SLOT D n0 14.00" REFERENCE 1.00" CORNER I _ POST (o.1so" TIE -DOWN CLIP STEEL) MIAMI TECH CLIP: 12GA (0,09") ASTM A653 Fu=90 KSI STEEL (CUTD14), MIAMI TECH KIT # RRCUTD34K fIE-DOWN CLIP OFFSETS: DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 28.00" MIN OFFSET FROM DATUM FACE DIM. 3 29,00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE ��:. —I WASHERS &NUT CLIP OFFSET DIMENSION.CQNT[20L FASTENING ANGLE TO BE TAKEN FROM THIS SIDE ONLY DATUM FACE BOX SUPPORTING FRAME. 5 TIE -DOWN CLIP LAYOUT NOTE: UNIT SHALL BE CENTERED ABOUT THE 20" RAIL TO RAIL 1 N.T. S. PLAN SUPPORTING FRAME (BY OTHERS) �i0 PE004 IPL OR l ` 11INf /fflttl PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0719.07 Expiration D e 02/25/2021 By Miami-D°ade Product Control ANK L BENNARD01 P.E. D046549 fr 20 rRWN DIBATISIO: P.E :NA 'B$S(iEET s, THIS EETYS/P OF A DIGITALLY iN6�1ALL REMAIN IN T, &PRINTED P 'O THIS DOCUMENT AA CONSIDERED SIGNE1 D SEALED. IF THERE IS NO 1TAL SIGNANRE ON SHEET 1 THIS SHEET DpES NOT NTAiN AN ENGINEER'S [GINAL SIGNATURE & SEAL, O N O Z �9t o m MIS �mgGioin LL a Fla az LLa`�W Q �QW wt7OLL WWO m�yyzZH. �Nr7,hZW w O J� w W U U H � O .Z10 Um C7 In W �Lu mUj O UJ lii t0 � ri CU � .-r Z p v .� z W V) E Q C) N U w z in o w 1 0 _ Z LLJ O W W Z m FL- 0 � � O F� c m Em COPYRiGHi ENGINEERING EXPRESS 15-2564RF 3 7_l>�f�1utF311:I>A�4Y:C•il�� r RHEEM SALES COMPANY, INC. E �P1 ,��� WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIOF-.. v ISOMETRICSINTENDED FOR 3_ DIAGRAMMATI ADD {2) #10 X 314—` STAINLESS STEEL SCREWS TO CONTROL BOX COVER SIDES (39"-51" TALL MODELS ONLY)IZZz • © • ' •� 0 ..•. . we : _ Yn"H THRU BOLT WITH WASHER& NUT FASTENING CLIPS TO ALUMINUM ANGLE, TYP. 3'k3"x118" x 30"(MIN) - 40"(MAX) LONG ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. N o O a = LL% O N L el TIE -DOWN CLIP ATTACHMENTS N.T.S. N M 0 0 � �Z DIM.1 p 0 j.L CONTROL CLIP OFFSET DIMENSION_SHALL BE TAKEN FROM THIS SIDE ONLY DATUM FACE BOX P© ALUMINUM ANGLE CENT-ERED ABOUT SUPPORT FRAME, TYP. ELEVATIONS TIE -DOWN CLIP OFFSETS: FRAME (BY OTHERS), TYP. DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DiM, 2 30.00" MIN OFFSET FROM DATUM FACE 3/8"O THRU BOLT WITH WASHERS &NUT FASTENING ANGLE TO SUPPORTING FRAME. - 5 TIEDOWN CLIP LAYOUT 1 N.T.S. NOTE: UNIT SHALL BE CENTERED PLAN � ABOUT THE 20" RAIL TO RAIL SUPPORTING FRAME (BY OTHERS) 'o 3"x3"x%B" " MIN. 0.216 SUPPORTING FRAME (BY OTHERS), TYP. 1a.00" REFERENCE TIE -DOWN CLIP MIAMI TECH CLIP:I2GA (0.09") ASTM A653 Fu=90 K51 STEEL (CUTD14), MIAMI TECH KIT# RRCUTD36K �0.125" �1"x3"x%B° REINFORCEMENT PLATE AT THE UNDERSIDE OF THE FLANGE FOR AN OVERALL FLANGE THICKNESS OF 0.21611MIN, TYP, 61 REINFORCING PLATE 1 6" = 1'-0" SECTION = 0 PEO04 STATE Fcar O /CP PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0719.07 Expiration Dat 02/25/2021 Miami-D a/Product Control L BENNARDO, P.E. IBATISTO, P.E ;NA7U SHEE7 1, TI1I5 rET 'i�F A DIGITALLY EA 'SHALL REMAIN IN }1L��RMAT, @PRINTED ' bF THIS DOCUMENT OT CONSIDERED SIGNET D SEALED. IF THERE IS NO ;ITAL SIGNATURE ON SHEET 1 THIS SHEET DDES NOT NTAIN AN ENGINEER'S IGINAL SIGNATURE & SEAL, or � N O z® W rn .,uf ttlH� WVm W� LLm'I 'aW 040( 4 z� _sZ'L_ W za rr�� ►W-ia w< W §zZ o WW acinAI,a0 oNnInwWv U� N ROE twz W n S W p W w t0 � �-i oo z Ur z p N f I G Z a U Q C7 ro z O J 3 In OV }zn o aWo QZ ¢ .^. IIcLI w o mG J Q � m W o p .y 0 Wpm s 00 O R p � g aka yY� F � O o N Wm = U EEE $a COPYRI ENGINEERING EXPRESS® 15-2564RE SCALE:NTS UNLESS NOTED L