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Home My WebLink AboutNOAM IAM I -DADS MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Maxim Industries, Inc. 1630 Terre Colony Court Dallas, TX 75212 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) reservetheright io 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: Model DCM Curb Mount & DSF Self -Flashing Aluminum Skylights APPROVAL DOCUMENT: Drawing No. MAX0003, titled "Curb Mounted and Self Flashing Skylights", prepared by Maxim Industries, Inc, sheets 1 through 5 of 5, dated 12/03/2013, with revision B dated 07/09/2015, signed and sealed by Robert J. Amoruso, P.E., 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacture►'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 building code negatively affecti tig 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 # 14-0318.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.15-0715.08 MIAru-DA®uhn Expiration Date: February 20, 2019 8 M Approval Date: September 10, 2015 A t$ Page 1 Maxim Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Drawing No. MAX0003, titled "Curb Mounted and Self Flashing Skylights", prepared by Maxim Industries, Inc, sheets 1 through 5 of 5, dated 12/03/2013, with revision B dated 07/09/2015, signed and sealed by Robert J. Amoruso, P.E. B. TESTS "Submitted under NOA # 14-0318.01" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 '4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation of Self Flashing and Curb Mount Plastic Glazed Unit Skylights, prepared by Architectural Testing, Inc., Test Report No. D1032.01- 801-18, dated 10/02/2013, and revision 1 dated 02/24/2014, signed and sealed by Vinu J. Abraham, P.E. "Submitted under NOA # 13-1217.24" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static.Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation of Self Flashing and Curb Mount Plastic Glazed Unit Skylights, prepared by Architectural Testing, Inc, Test Report No. D1032.01- 801-18, dated 10/02/2013, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS "Submitted under NOA # 13-1217.24" 1. Anchor calculations for substrate installation prepared by PTC Product Design Group, LLC, dated 12/0312013, signed and sealed by Robert J. Amoruso, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of acceptance No. 12-0605.05 issued to Bayer MaterialScience LLC (MA), for their Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/2712017. 2. Notice of acceptance No:12-0110.04 issued to Palram Americas, Inc, for their Corrugated and Flat Polycarbonate Panels, approved on 02/23/2012 and expiring on 01/22/2016. F. STATEMENTS 1. Statement letter of code conformance to the 51 edition (2014) FBC and of no financial interest issued by PTC Product Design Group, LLC, dated 07/09/2015, signed and s aled by Robert J. Amoruso, P.E. arlos M. Utrera, PX Product Control Examiner NOA No. 15-0715.08 Expiration Date: February 20, 2019 Approval Date: September 10, 2015 E -1 ' MAXIM INDUSTRIES, INC. CURB MOUNT & SELF -FLASHING SKYLIGHTS INSTALLATION ANCHORAGE DETAILS GENERAL NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FSC). THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORTATI 131032.01-80148 AND ASSOCIATED LABORATORY DRAWINGS. . 2. ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRINGAPPUEDPRODUCT LOAD$TOTHE STRUCTURE ISTHE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. 3. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. 4. MATERIALS: 4.1. SKYLIGHT FRAME MATERIAL: 808345 EXTRUDED ALUMINUM. 4.2. SKYLIGHT INNER AND OUTER DOME MATERIAL: GAYER MATERIALSCIENCE MAKROLON POLYCARSONATE (NOA 12-OSD5.05) OR PALRAM AMERICAS POLYCARBONATE (NQA 12-0110.04) S. DESIGNATION "O" STANDS FOR THE FIXED PANEL B. ACCORDANCE WITH THE CURRENT EDITION OF THE FBC, WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 7. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED IN A MANNER TO PREVENT CORROSION. FASTENERS SHALL BE MADE OF A CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING CONSISTENT WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. TABLE OF CONTENTS SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 DQ4 CURB MOUNT - ELEVATION 3 DQ4 CURB MOUNT -SECTIONS 4 DSF SELF -FLASHING - ELEVATION 5 DSF SELF -FLASHING -SECTIONS INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION DETAILED. 2. THE MINIMUM NUMBER OF INSTALLATION ANCHORS ARE BASED ON THE FOLLOWING: 2.1. AS REQUIRED ON SHEET 3 (CURB MOUNT) AND SHEET 5 (SELF -FLASHING) BASED ON CORNER END DISTANCE AND ON CENTER SPACING. 2.2. MINIMUM OF ONE FASTENER PER SIDE AND MINIMUM FOUR FASTENERS PER SKYLIGHTARE REQUIRED BASED ON SKYLIGHT SIZES SMALLER THAN TESTED AND SHOWN ON SHEETS 2 AND 4. 3. FOR INSTALLATION OF SELF -FLASHING SKYLIGHT ONTO WOOD ROOF DECK USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 3181NCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 718 INCH. 4. FOR INSTALLATION OF CURB MOUNT SKYLIGHT ONTO WOOD CURB, USE R12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 318 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 718 INCH. 5. FOR INSTALLATION OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK, USE 12D (0.148" MIN. SHANK DIAMETER) BOX OR COMMON NAILS OR U6 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 2118INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS ISMS INCH. 6. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDINQ 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON WOOD SUBSTRATE MATERIALS WITH MINIMUM SPECIFIC GRAVITY OF 0.55. 8. TOE -NAILING OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK (NOTE 5 ABOVE) SHALL MEET THE FOLLOWING REQUIREMENTS FROM THE 2005 NDS FOR WOOD CONSTRUCTION. 8.1. LENGTH (L)AS REQUIRED TO MEET P, La AND Lm REQUIREMENTS. 8.2. MIN. EMBEDMENT (P) IS 2.13" FOR BOX NAILS AND 1.60" FOR COMMON NAILS WITH 0.148" DIAMETER. 8.3. MIN. La IS 1.33" FOR BOX NAILS AND 10' FOR COMMON NAILS WITH 0.148" SHANK DIAMETER. 8.4. MIN. Lm IS 2.13" FOR BOX NAILS AND 1.(r" FOR COMMON NAILS WITH 0.148" SHANK DIAMETER. DESIGN PRESSURE RATING (PSF) IMPACT RATING +40.0-76.0 LARGE and SMALL MISSILE IMPACT 1 I1 Ii 151 V :3 —0 �U O U)O U Z C C6 m f z PRODIk9'gEVISPD gwId*om* AceeMMfft S-0 !S•OB , MY Pf.6m Ceetrel RoaedlAmoamo, P.E FWW a P.E N0. 49752 No DCM CURB MOUNT - ELEVATION Frame Width = 97.5" Notes: 1. This skylight Is designed to comply with all wind zones, Including the HVHZ, of the Florida Building Code. 2. This skylight meets small & large missle Impact resistance (TAS-201/TAS-203) and no other protection Is required. 3. All framing and roof deck Is by others and must comply with the Florida Building Code. 4. All sizes equal to or less than the test size total square footage are to be accepted under this NOA. 5. Fasteners used to attach skylight to wood curb are to be minimum #12 stainless steel wood screws with minimum embedment of 1.375" DESIGN PRESSURE = +40psf / -75psf Comer Detail see Detail #3 & #4) 'op Frame Fastener #12 X 1.5" (see SOM #5) rop Frame Fastener #10X3" (see BOM #6) Frame Detail ,see Detail #1 & #3) Angle Detail (see Detail #1 & #4) Glazing Detail (see Detail #1 & #2) BID of Materials: 1. 6063-T5 Extruded Aluminum Frame mitered and welded at four corners. Manufacturer: AFCO Part #4950 2. 6063 T5 Extruded Aluminum Angle mitered and welded at four comers. Manufacturer: AFCO Part #4843 3. Dow Corning 795 Silicone Building Sealant located between aluminum angle & glazing (glass bite) 4. 0.125" UV Enhanced polycarbonate domes. Rise varies but is not less than 10% of the smaller dimension of the length or width. Test specimen = 10" outer dome & 7" Inner dome. Manufacturer: Bayer MaterlalSclence LLC (MA) or PalRam Americas. 5. #12 x 1" Stainless Steel Tapping Screw with neoprene gasket. Fasteners located 12" from each comer, maximum 12" on center. Minimum one fastener per side and minimum four fasteners per skylight. 6. #10 X 0.375" Stainless Steel fasteners 4" from each corner, maximum 12" on center. 7. Schnee -Morehead SM5127 0.6250" X 0.125" Sealant tape. M E ypF LL7z7� Z� OVy fA0 � ? w 5 o E ill Jl n wlgplyhy witp�floaiA� YuYtlyCod. A PWM DWO,o if a my M dr ProduA ConbM �_ Robert J. Aegtuw. P.E. Florida P.E. No. 49762 ��pnujnpi -.%' SWES q��i�i �cQ••'.cErvs• * Oo. @fir No 491 2 •�J'o 9•: STATE F ;�� DCM CURB MOUNT - SECTIONS Detail #1: Frame, Angle & Glazing Section Detail 0.125' UV Enhanced Polycarbonate Domes. Rise varies but Is not less than 10% of the smaller dimension of the length or width. Test Specimen = 10" Outer & 7" Inner. Dow Coming 795 Silicone Sealant between retaining ' angle and top dome. Gazing bite = 1.75" Schnee Morehead SM 5127 sealant tape. 0.6N' width applied continuously around the perimeter of the dome set .060" Extracted Aluminum Shape � Sealant to be minimum 0.125" tall bead to create constant seal between extruded frame and top of curb. (by others or Included by Maxim as per note below) Curb Buck Exterior Finishing (try Curb Buck: See •• Note Below >Ic Minimum distance = 4' from aluminum frame to roof surface for shingles or BUR without Insulation. For Insulation and roof the add Insulation or roof the thickness to 4' minimum height 'k* Curb buck = Nominal Southern Yellow Pine 2 X 6 minimum with skylight set on buck with minimum 1/8, tall bead of building sealant. Installation fasteners are Stainless Steel #12 PH or HH Wood Screw with minimum 1.375" embedment and 0.875" Edge Distance located 3" from each corner and maximum 8" an center. This curb buck is an optional component Included In the NOA. Anchoring of the curb buck must be per the Florida Building Code. See Installation Notes on Sheet 1. Detail #2 Glazing Detail DESIGN PRESSURE = +40psf / -75psf #12 x 1" Stainless Steel Tapping Screw with neoprene gasket Fasteners located 12" from each comer, maximum Won center. Minimum one fastener per side and four fhsteners per skylight, 1.75" X 1.75" X.060" Extruded Aluminum Retaining Angle 010 X 0.375" stainless steel fastener. 4' from each comer, maximum 12" on center. Minimum Stainless Steel #12 PH or HH Wood Screw with minimum 1.37Y' embedment and 0.875' Edge Distance, 3" from each miner R maximum 8' on center. Pre -punched 1/8" holes by Maxim for fasteners (by others or optional accesory)(See Installation Notes on Sheet 1.) Minimum 12D (0,148" Shank Dia.) Common Nall or 46 Stainless Steel Wood Screw 6" O.C. with Minimum Embeddment of 2.13" and 0.5625' Edge Distance (by others or optional accessory)(See Installation Notes on Sheet 1.) +— Roof deck. (by others) «* Roof deck and framing by others. All roof details shall comply with the Florida Building Code 0.125" UV Enhanced Polyrarbonate Dome, Rlse varies but Is not less than 10% of the smaller dimension of the length or width. Test Specimen = 10". Schnee Morehead SM 5127 sealant tape, 0.625" width applied continuously around the perimeter of the dome set 0.125" (1V Enhanced Polycarbonate Dome. Rise varles but is not less than 10% of the smaller dimension of the length or width. Test Specimen = 7". Detail #3 Aluminum Shape Weld Detail AFC0 Part #AF-4950 m < Minimum ---,25" weep hole O to Z O Mdotaln tip height- at each comer. no "V" weld acceptable. ,4 ra�I Z 1=0 LL' a'WZZ Location ofhellarc 710 wel(LNil Detail #4 Aluminum Angle Corner Weld Detail AFC0 Part #AF-4843 Location of heliare 77G weld. PRODUOI' QEYawI . aoreptyr�,rittAaFtntda A�i'aau Tre6ietOurbd �' Robert J. MOMS% P.E. Florida P.E.No.4 W 52 No DSF SELF -FLASHING - ELEVATION DESIGN PRESSURE _ +40psf / -75psf g s Comer Detail 'h (see Detail #3 & #4) �-- Top Frame Fastener cc / X 1.5' (see BOM #5) / m < Top Frame Fastener #SO X Y" M in / (see BOM #6) „ w to Ch ry C C7 Frame Detail =i c O j (see Detail *11, #3) Z 3 yy �Q- ufU'e'm a H Angie Detail torz z (see Detail #1 & #4) = o �— r IL O DL Opening = 92.5" z m g a t� Glazing Detail (see Detail #1 & #2) Frame Width = 97.5" Notes: Bill of Materials: ff 1. This skylight Is designed bD comply with all wind zones, Including the HVHZ, of the Florida 1. 6063-T5 Extruded Aluminum Frame mitered and welded at four corners. Manufacturer: AFCO Part #4951 rani UCr IEvty» Building Code. 2. 6063 T5 Extruded Aluminum Angle mitered and welded at four corners. Manufacturer: AFCO Part #4843 3. Dow Corning 795 Silicone Building Sealant located between aluminum angle & glazing (glass bite) a,ite5yooa■ 2. This skylight meets small &large missle Impact resistance (TAS-201/TAS 203) 4. 0.125" UV Enhanced polycarbonate domes. Rise varies but Is not less than 10% of the smaller �oawe� 180 and no other protection is required. dimension of the length or width. Test specimen = 10" outer dome & 7" Inner dome. �1L 3. All framing and roof deck is by others and must comply with the Florida Building Code. Manufacturer: Bayer MaterialSdence LLC (MA) or PalRam Americas ny 4. All sizes equal to or less than the test size total square footage are to be accepted S. #12 x 1." Stainless Steel Tapping Screw with neoprene gasket. Fasteners located 12" from each comer, I °i"duit cam under this NOA. maximum 12" on center. Minimum one fastener per side and minimum four fasteners per skylight. S. Fasteners used to attach skylight to the existing roof structure are to be minimum #12 stainless 6. #10 X 0.375' Stainless Steel fasteners 4" from each corner, maximum 12" on center. Robert J. Mduv, P.E. steel wood screws with minimum embedment of 1.375" 7. Schnee -Morehead SM5127 0.6250" X 0.125" Sealant tape. FWW P.E. no. 49762 No I DSF SELF -FLASHING -SECTIONS DESIGN PRESSURE _ +40psf / -75psf Detail #1: Frame, Angle & Glazing Section Detail 0.125" W Enhanced Polycarbonahe Domes. Rise varies but Is not less than 10% of the smaller dimension of the length or width. Test Specimen - 10" Outer & 7" Inner. Dow Corning 795 Silicone Sealant between retaining angle and top dome. Glazing bite = 1.75" — Schnee Morehead SM 5127 sealant tape. 0.625' width applied continuously around the perimeter of the dome set .060" Extruded Aluminum Shape * Minimum distance = 4" from aluminum frame to roof surface for shingles or BUR without Insulation. For insulation and roof tide add Insulation or roof tide thickness to 4" minimum height Detail #2 Glazing Detail #12x 1" Stainless Steel Tapping Screw with neoprenegasket. Fasteners located 12" from each comer, maximum 12" on center. Minimum one fastener per side and four fasteners per skylight. 1.75' X 1.75" X .060" Extruded Aluminum Retaining Angle �— #10 X 0.375" staiuless steel fastener. 4" from each comer, maximum 12' on center. Detail #3 Aluminum Shape Weld Detail AFCO Part #4951 Minimum —.25" weep hole Maintain lip height - at each corner. no "V" weld acceptable. Stainless Sheet Minimum #12 PH or HH Wood Screw with minimum 1.375" 1 � -y "to t � F m Z embedment and 0.675" Edge Distance, 3' from each comer & maximum B" on center. Pre -punched 1/8" holes by Maxim for fasteners (See Installation Notes on Location of hellarc TIG weld. Z 7 or � Z SheetlJ 0J S ¢ z i lih r]V+ Roof deck. (by others) 0 , P 3 •' Roof deck and framing by others. All roof details shall comply with the Florida Building Code 0 PRODUCT REVISLID �wih the Florida Detail #4 Aluminum Angle Corner Weld Detail Avempaince No AFCO Part #4843 ProduN Cwltrd 0.125" UV Enhanced Polycarbonate Dome. Rise varies but is not less than 10% of the smaller dimension of the length or width. Test Specimen = 10". Robert J. Anmruso. P.E. FWrka P.E. Na 49752 Schnee Morehead SM 5127 sealant tape. 0.625" width applied continuously around the perimeter Location othellarc TIG weld. ,lptrrtrrar� , R of the dome set 0.125" UV Enhanced Poiycarbonate Dome. Rise varies but Is not less than 10% of the smaller dimension of the Q' No 40752 o y x _ `�1�IM length or width. Test Specimen = 7", a: ��