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Home My WebLink AboutNOAMIAM10M �y@ COUNTY REVIEW�tE. D Fop, CT CONTROL SECTION DEPARTMENT OF REGULATORY BOARD AND ODE ADMINISTRATION AND ECONOMIC RESOURCES D�ICEt��CPOIM PI_IIPyi1�9k�Ffa9w?Florida 33175-2474 R v16YJ V`Il� C®�d+'�S�3-2m5,90 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) C "amidade.eov/economv J.A. Taylor -Roofing air "' SCANNED 302 Melton Drive ST. Lucie County, Permitting BY Fort Pierce, FL. 34982 St. Lucie COunty 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 of the Florida Building Code. DESCRIPTION: Edge—Loc 1.0: x 16" wide x 24 ga. Steel Panel over Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 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 renews NOA-No. 14-0418.01 and consists of pages 1 through 5. The submitted documentation was reviewed by Freddy Semino a NOA No.: 18-1023.17 MAW DADE000NTY Expiration Date: 01/09/2024 Approval Date: 12/20/2018 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category Sub -Category: Materials: _Deck Type: Maximum Design Pressure Roofing Metal, Panels(Non-Structural) Steel Wood —101.00 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Edge-Loc 1.0 Length: various Width: 16" Height: I" Thickness 0.024" (24 ga.) Min. Yield Strength: 50 ksi Trim Pieces Length: varies Width: vanes Thickness 0.024" (24 ga.) Test Product Specifications Description TAS 110 Corrosion resistant, prefinished, coated galvanized, galvalume, standing seam, metal panels. EVIDENCE SUBMITTED: Test Agency Test Identifier Valspar 433X515 Valspar 43313173 Force Engineering & Testing 72-0314T-06A-C Inc. Farabaugh Engineering and T158-07A Testing Inc. N/A Corrosion resistant, prefinished, coated galvanized, galvalume, standing seam, metal panels. Test Name/Report Date ASTMB 117 11/21/11 ASTM D 4587, ASTM G 23 11/21/11 TAS 125 03/24/07 TAS 100 04/14/07 NOA No.: 18-1023.17 Expiration Date: O1/09/2024 Approval Date: 12/20/2018 Page 2 of 5 APPROVED ASSEMBLIES: System: Edge-Loc 1.0 Panel x 16" Wide x 24 ga. Steel Deck Type: Wood, Non -Insulated Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or greaterplywood. Slope Range: 2": 12" or greater Maximum Uplift See Table A below Pressure: Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring shank nails spaced 6" o.c. In reroofing, where the deck is less than 19/32" thick (Minimum 15/32") The above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side -lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1 ''/4" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with PAC Contractors Association's current published installation instructions. Metal Panels and Install the "Edge-Loc 1.0 Panel" and accessories in compliance with the current published Accessories: installation instructions and details in PAC Contractors Association's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. Panels shall be secured at a spacing listed below in Table A with corrosion resistant #10-13 x 1" pancake head screws of sufficient length to penetrate through the sheathing a minimum 3/1e of an inch. The adjacent panel shall overlap and be secured to each other when The female rib of panel is snapped over the male rib of panel. TABLE A MAXIMUM DESIGN PRESSURES Roof Areas Field Perimeter and Cornerl Maximum Design Pressures —59.75 psf —101.00 psf Maximum Screw Spacing 16" o.c. 6.75" o.c. 1. Extrapolation shall not be allowed NOA No.: 18-1023.17 MAMMADECOUNTY Expiration Date: 01/09/2024 up -TOM Approval Date: 12/20/2018 Page 3 of 5 SYSTEM LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and, corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133. 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeled with the manufacturer's name and/or logo, and/or model. C&MIADIMADE COUNTY .• 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 6. Panels may be shop orjobsite roll formed with machine models Ws 5521095 and 7031100 from PAC Contractors Association. NOA No.: 18-1023.17 Expiration Date: O1/09/2024 Approval Date: 12/20/2018 Page 4 of 5 PROFILE DRAWINGS 18" T,.z\-- Fastener Relief, Stiffening Ribs and Striations are Optional Field Condition EDGE-LOC 1.0 PANEL SYSTEM END OF THIS ACCEPTANCE NOA No.: 18-1023.17 Expiration Date: O1109/2024 Approval Date: 12120/2018 Page 5 of 5 REVIEWED FOR MIMI®DARE CODE COMPLIANC ST. LUCIE COUfi�tZVCTCONTROL SEc o DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REISOC C 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION V Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA) RECEIV ww .mlamidade.eov/economy Sun-Tek Manufacturing, Inc. 10303 General Drive SEP 24 2019 - SCANNED Orlando, FL 32824 BY SCOPE: S7. Lucie County, Permitting St. Lucie County 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ISFG Skylight System APPROVAL DOCUMENT: Drawing No. STI-00000298, titled "ISFG", sheet 1 & 2 of 2, prepared by Sun-Tek Manufacturing, Inc., dated August 07, 2007, signed and sealed by James D. Wells, Jr., P.E., on October 06, 2017, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the 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 manufacturer's name or logo, city, state, model/series and the 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 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 renews NOA #17-1023.22 and consists of this page 1, evidence submitted pages E-1, E-2, E-3 & E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E., M.S. / ,�jJ NOA No. 10/31/2 23 MIAMFIn COUNTY {�(�/J Yam( Expiration Date: 10/31/2023 11 Jo l J 18 Approval Date: 11/0 2018 / / Page 1 Sun-Tek Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTTED UNDER PREVIOUS APPROVAL #07-0425.04 A. DRAWINGS 1. Drawing No. STI-00000298-SH771SHT2, titled "ISFG", sheet I & 2 of 2, prepared by Sun-Tek Manufacturing, Inc, dated 06104107 with last revision dated 08107107, signed and sealed by James D. Wells, Jr., P.E. B. TESTS (submitted under NOA # 02-0618.06) 1. Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA 203 and Uniform Static Air Pressure Test per PA 202 of "Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National Certified Testing Laboratories, Report No. 210-2760-1, 2 & 3, dated 01122102, signed and sealed by B. Portnoy, P.E. C. CALCULATIONS 1. Anchor Calculations for attachment of skylight to curbing and curbing to decking, dated 08113107, signed and sealed by James D. Wells, Jr., P.E. D. MATERIAL CERTIFICATIONS (submitted under NOA # 02-0618.06) 1. Test report on Rate of Burning per ASTMD635 of Geon 87416 White 141 Exterior, 0.137 inch, prepared by Commercial Testing Company, Report No. 01- 11293, dated 11129101, signed by J. Jackson. 2. Test report on Selflgnition Temperature per ASTMD1929 of Geon 87416 White 141 Exterior, prepared by Commercial Testing Company, Report No. 01-11292, dated 11129101, signed by J. Jackson. E. STATEMENTS (submitted under NOA # 02-0618.06) 1. Code compliance letter issued by Product Technology Corporation. on 09127102, signed and sealed by R J. Quiroga P.E. F. OTHER 1. NOA renewal request letter issued by Sun-Tek Manufacturing, Inc., dated 08116107, James Feudner. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 911-0601.02 A. DRAWINGS 1. Drawing No. STI-00000298-SHTIISHT2, titled "ISFG", sheet 1 & 2 of 2, prepared by Sun-Tek Manufacturing, Inc, dated August 07, 2007, last revision #A dated October 14, 2011, signed and sealed by James D. Wells, Jr., P.E. "W WL,4 -- elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.18-0716.03 Expiration Date: 10/31/2023 Approval Date: 11/01/2018 E-1 Sun-Tek Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test Addendum for Test Report NCTL 210-2760-1, prepared by national Certified - Testing Laboratories, dated October 17, 2011, certifying the interlayer thickness, signed by Mark Bennett, Manager of Testing Services. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-1011.15 A. DRAWINGS 1. Drawing No. STI-00000298, titled "ISFG", sheet 1 & 2 of 2, prepared by Sun-Tek Manufacturing, Inc, dated August 07, 2007, last revision #A dated May 03, 2012, signed and sealed by James D. Wells, Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. A compliance letter, issued by J & L Wells Consulting LLC, dated 0412512012, certify compliance with FBC 2010 edition, signed & sealed by James D. Wells, Jr., P.E. 2. Verification testing to be performed per letter from National Certified Testing Laboratories, dated September 18, 2012, signed by Christopher Bennett. "144L-411 Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.18-0716.03 Expiration Date: 10/31/2023 Approval Date: 11/01/2018 E-2 Sun-Tek Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-1028.05 A. DRAWINGS 1. Drawing No. STI-00000298, titled "ISFG", sheet 1 & 2 of 2, prepared by Sun-Tek Manufacturing, Tnc., dated August 07, 2007,-last revision #A dated August 15, 2013,- signed and sealed by James D. Wells, Jr., P.E., on February 07, 2014. B. TESTS 1. Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA 203 and Uniform Static Air Pressure Test per PA 202 of "Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National Certified Testing Laboratories, Report No. 210-3915-01, dated 0812712013, signed and sealed by Gerard Ferrara, P.E. C. CALCULATIONS 1. Anchor Calculations for attachment of skylight Model ISFG to Decking, dated 1010312013, signed and sealed by James D. Wells, Jr., P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. Bill of Material and Components Die Drawings. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-0513.10 A. DRAWINGS 1. Drawing No. STI-00000298, titled "ISFG", sheet 1 & 2 of 2, prepared by Sun-Tek Manufacturing, Inc., dated August 07, 2007, last revision #A dated May 04, 2015, signed and sealed by James D. Wells, Jr., P.E., on May 04, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.18-0716.03 Expiration Date: 10/31/2023 Approval Date. 11/01/2018 E-3 Sun-Tek Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-1023.22 A. DRAWINGS 1. Drawing No. STI-00000298, titled "ISFG", sheet 1 & 2 of 2, prepared by Sun-Tek Manufacturing, Inc., dated August 07, 2007, signed and sealed by James D. Wells, Jr., P.E., on October 06, 2018. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. A compliance letter, prepared by J & L Wells Consulting LLC, dated June 20, 2018, certify compliance with FBC 2017 edition, signed & sealed by James D. Wells, Jr., P.E. I-Relmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.18-0716.03 Expiration Date: 10/31/2023 Approval Date: 11/01/2018 E-4 3TI-215 DECO COVER 0.0756063 T6 ALUM 17/32"GLASS BITE DWG. NO. STI.0000029&SH71 SILICONE BEDDING (CONTINUOUS) 719' OUTBOARD DES TEMPERED WRAP DECOAROUND RING MITERED AND 118"INBOARD GLASS DSB TEMPERED �VJRAP AROUND 0.0506063 T6 ALUM. STI.6 GLASS GASKET EPOM (CONTINUOUS) — INSULATED AIR SPACE STI-205 CMG FRAME 0.060 MITERED ARGON GAS FILLED AND WELDED 6063 T6 ALUM. STI-401 WOOD LINER 1d6X0.935' (CONTINUOUS) S`MOGLESPACERry 1 1-32 PHILLIPS PAN HD SCREW AND HEX NUT PER LONG SIDE 7 PER SHORT SIDE SILICONE SEAL TOP AND BOTTOM 177 POLYCARBONATE SHEET PALRAM PALSUN (CONTINUOUS) IBUTYL 3 RINGS OF SEALANT O a STI-300 PVC LINER STI.207 HSF SUB -FRAME MITERED AND OBENEATH FLANGE (CONTINUOUS) GEON 67418 WHITE WELDED 0.0756063 T6 ALUM. 2 AROUND PERIMETER OF FLANGE (CONTINUOUS) AND ON TOPOFEACH 147 EXTERIOR loDI ICIV1SED z FLANGE SCREW Its corn lyi, ; with the Flnrido M LL AIR SPACE OR iiaildil C O �j DADE COUNTY APPROVED Ac` t ne O D.ZZ e H SHINGLES EXPANDED POLYSTYRENE INSULATION d8 X!1" PHILLIPS PAN HEAD I (SEE NOTE 1) ""pin", "p- OR Ole 0 SCREW, (9) PER SIDE L � e -- fluct Control \O\�SDpV D WF�s!/� n ROOF DECK mina -thick �� R�./�VG lRB'•.i✓,p/� 1* rDESIGN PRESSURE RATING+- 80 PSF. — i Engineer of Record 1. LARGE MISSILE IMPACT RESISTANCE •�6/�7Y T % James D. Wells, Jr.,P.E. i Q� A E OF Professional Engineer No. 53616 NOTE: •(1) ALL ROOFING DETAILS SHALL COMPLY WITH '��•.;<oR% CHAPTER I5OFTHE FLORIDA BUILDING CODE 2017 ed184n �/ i •""••�� \\\ J&L Wells Consulting LLC (2) 4" MINIMUM DISTANCE FROM ANGLE LIPTO ROOF a 1453 Arbilus Circle SURFACE IS FOR SHINGLE OR B.U.R. WITHOUT 'E �,. Op 1+xsr. III. 'lorida Oviedo, Fl. 32785 INSULATION. FOR INSULATION AND TILE ROOF ADD Building C�dO TILE HEIGHT AND INSULATION THICKNESS TO 4". (407)495-5489 Accepranm Nn�— i6 • D$. (3) ANCHORS TO BE MADE FROM Certificate of Authorization COMPATIBLE VVITHALUMINUMNON-CORROSIVE MATERIAL Gzpi Vion Date I OZ3 No. 27162 (4) NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. RAFTER OR TRUSS (5) TESTED TO TAB 201, TAB 202 AND TAB 203. By t1i1 f0 4e1 (7{7] M. BEnsioN PRODUCT NAME: ISFG SUN-TEK MANUFACTURING, INC. M. MADE ONSNf ]OF2 B6o oAre usow7 6Y:. RAIE: BI157M13 DRAWN BY: JWF I DATE: 08115/201t DWG. NO. STI-D0000298-S HT7 I REV. A I 1D303 GENERAL DRIVE ORLANDO,FL32824 ME DESIGN PRESSURE RATING+/- 00 PSF. LARGE MISSILE IMPACT RESISTANCE NOTE: (1) ALL ROOFING DETAILS SHALL COMPLY WITH CHAPTER 15 OF THE FLORIDA BUILDING CODE 2017 edflion (2) 4° MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE OR B.U.R. WTHOUT INSULATION. FOR INSULATION AND TILE ROOF ADD TILE HEIGHTAND INSULATION THICKNESS TO 4'. (3) ANCHORS TO BE MADE FROM NON -CORROSIVE MATERIAL COMPATIBLE WITH ALUMINUM. (4) NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. (5) TESTED TO TAS 201, TAS 202 AND TAS 203, STI-214 DECO RING MITEREDAND W AROUND 0.050 W63' SIUCONEBEDDING (CONTINUDM ST14 GLASSGASKET EPOM (OCNTINUOI/S) STI-401 WOOD LINER --� (CONTINUOUS) 118.32 Xi" PHILLIPS PAN HD SCREW AND HEX NUT M PER SIDE SILICONE SEAL TOP AND BOTTOM (CONTINUOUS) STI.2W HSF SUB -FRAME M17ERED AMID WELDED CORNERS 0.075 O-n-, 6663 TBALUM '0 3 RINGS OF BUTYL SEALANT j w BENEATH FLANGE (CONTINUOUS) 10 AROUND PERIMETER OF n E f u. (CONTINUOUS) AND ONTOP OF EACH f FLANGE SCREW - a y SHINGLES + (SEE NOTE 1) 98X VPHILPSP SCREW (9) PER SIDE i^min.plolrvsim ROOF DECK 1l' min INdMess RAFTER OR TRLSS --� +I �_ 4" M LIP I p ROOF OOF SURFACE O � v ERglneer of Record uL James D. Wells, Jr.,P.E. s Professional Engineer No. 53616 J&L Wells Consulting LLC 1453 Arbitus Circle ° Oviedo, FI. 32765 ; (407)496-5489 2 Certificate of Authorization No. 27162 � 6p I MODEL 06 DWG. NO. STI-00000295-SHT2 - STI-216 DECOCWER 0.0756063 T6ALUM /OUTBOARD DSBTEMPERED j SIMGGLESPACER(0625'1 DSO TEMPERED I])PoLYGgOf(UTE 91FEf PNAN4 PAtsw AIR SPACE OR DADE COUNTY APPROVED v�C 9Na�•.', 0,53616 �OR11)4' HEAD "bbA-kkAmETOFRAME S N832X3I4'WRHHEXNUT: PER I PER I PER SHORTSIOE I LONGSIDE I SHORTSIOE I I I"" ISFG i SUN-TCK MANUFACTURING, INC. °` .IVLe �OA1E' OVIVT3 IBY. I DRAWN BY: JWF DATE, io/14201 DWG. NO. STI-0000029BSHT2 REV. A 10303 GENERAL DRIVE ORLANDO. FL 32824