Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL ROOF UNDERLAYMENTSFlorida Building Code Online SCANNE https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgskLD6tCAhv+g/O... BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map 1 Links I Search ba. °R Product Approval USER: Public User r d Product Approval Menu > Product or Application Search > Aoolication List > Abdication History > Application Detail # FL298-R4 )plication Type Revision )de Version 2014 )placation Status Approved )mments -chived -oduct Manufacturer GCP Applied Technologies Inc. idress/Phone/Email 62 whitemore ave cambridge, MA 02140 (617)498-4303 mark.a.franciosi@gcpat.com . ithorized Signature Mark Franciosi mark.a.franciosi@gcpat.com !chnical Representative Mark Franciosi ddress/Phone/Email 62 Whittermore Aveneu Cambridge, MA 02140 (617)498-4303 mark.a.franciosi@grace.com uality Assurance Representative Phil Marcasciano �r of 4 9/4/2018, 7:27 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspk?p4ram=wGEVXQwtDgskLD6tCAhv+g/O... Address/Phone/Email 62 Whittemore Avenue Cambridge, MA 02140 philip.j.marcasciano@grace.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n_ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced .Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL298 R4 COI WRG12001.1 2014 FBC Evaluation Report GRACE SA Underlavments.pdf Standard ASTM D 1970 Method 1 Option D Yea r 2009 2 of 4 9/4/2018, 7:27 PM Florida Building Code Online https://www.floridabuilding:org/pr/pi_app dtl.aspx?param=wGEVXQwtDgsKD6tCAhv+g/O... Date Submitted 02/23/2015 Date Validated 02/24/2015 Date Pending FBC Approval 03/01/2015 Date Approved 04/15/2015 Date Revised 02/22/2018 Summary of Products FL # Model, Number or Name Description 298.1 Grace Basik, Grace Ice & Water Shield, Self Adhering underlayments for use in steep slope roofing Grace Ice & Water Shield HT Limits of Use Installation Instructions Approved for use in HVHZ: No FL298 R4 II WRG12001.1 2614 FBC Evaluation Report GRACE Approved for use outside HVHZ: Yes SA Underlavments.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report of limits of use Evaluation Reports FL298 R4 AE WRG12001.1 2014 FBC Evaluation Report GRACE SA Underlayments.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® eCheck M 3 of 4 9/4/2018, 7:27 PM CREEK Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer: W.R. GRACE & CO. Issued February 23, 2015 62 Whittemore Avenue Cambridge, MA 02140 (617) 498-4303 www.graceconstruction.com Manufacturing Plants: Bedford Park, IL Evanston, IL Mt. Pleasant, TN Drummondville, Quebec Quality Assurance: Benchmark Holdings, LLC (QUA9495) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.4.5.1, 1507.4.5.2, 1507.5.3, 1507.5.3.2, 1507.7.3, 1507.7.3.2, 1507.9.9 Properties: Physical properties REFERENCES EU& Report No. Standard Year Intertek Testing Services NA (TST1585) 3173292COQ-005B ASTM D 1970 2009 Intertek Testing Services NA (TST1585) 3150841COQ-003A ASTM D 1970 2009 PRI Construction Materials Technologies (TST5878) WRG-017-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST5878) WRG-018-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST5878) WRG-050-02-02 ASTM D 1970 2009 WRG12001.1 FL298-R4 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK W.R. GRACE & CO. Self -Adhering Underlayments TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION AND APPLICATION GRACE BASle Grace Basik7 is a granular surfaced self -adhered roofing ASTM D 1970 underlayment for use on steep slope roofs. Deck Type: New and existing plywood deck or wood plank Min. slope: 2:12 Attachment method: Self -adhered with minimum 3.5" side laps and minimum 6" end laps Min. application temperature: 40°F Allowable roof coverings: Asphalt shingles, wood shakes and shingles, slate shingles GRACE ICE & Grace Ice & Water Shield' is a high density cross laminated polyethylene surfaced self - WATER SHIELD® adhered ASTM D 1970 underlayment for use on steep slope roofs. Deck Type: New and existing plywood deck or wood plank Min. slope: 2:12 Attachment method: Self -adhered with minimum 3.5" side laps and minimum 6" end laps Min. application temperature: 40°F Allowable roof coverings: Asphalt shingles, wood shakes and shingles, slate shingles, metal roof panels and shingles GRACE ICE & Grace Ice & Water Shield' HT is a high density cross laminated polyethylene surfaced WATER SHIELD® HT self -adhered ASTM D 1970 Type II underlayment for use on steep slope roofs Deck Type: New and existing plywood deck or wood plank Min. slope: 2:12 Attachment method: Self -adhered with minimum 3.5" side laps and minimum 6" end laps Min. application temperature: 40°F Allowable roof coverings: Asphalt shingles, wood shakes and shingles, slate shingles, metal roof panels and shingles LIMITATIONS 1) This evaluation report is not use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) GRACE underlayments shall be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. 5) GRACE self -adhered roofing underlayments may only be applied on new and existing decks having no more than 1/8" gap at abutting joints. 6) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 7) GRACE underlayments may be used as described in other current FBC product approval documents. 8) GRACE underlayments shall not be used with adhered tile roof coverings nor installed on existing roof coverings. 9) GRACE underlayments may be exposed on the roof deck for a maximum duration of 30 days. 10) All side laps seams must be installed to shed water from the deck. WRG12001.1 FL298-R4 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK W.R.RACE&CO. Self -Adhering Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code as evidenced in the referenced'documents submitted by the named manufacturer. No 74021 :X 53 STATE OF F OR1• �. CERTIFICATION OF INDEPENDENCE 2015.02.2 3 11:52:31 -05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT WRG12001.1 FL298-R4 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. lorida Building Code Online https://www..Roridabuilding.org/pr/pr�_appjst.aspx BCIS Home I Log In I User Registration Hot Topics ! Submit Surcharge Stats & Facts Publications Contact Us I BCIS Site Map I Links I Search I Florida *Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application List Searcl Criteria__ �_ a _ Refine Searctll Code Version 2014 FL# 12643 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Searcl exults; ,A . �lications ELI. Type Manufacturer Validated By, status FL12643-R4 Revision Quiksery Corp. Category: Windows Subcategory: Pass Through Miami -Dade BCCO - VAL (786) 315-2590 Approved History *Approved by DBPR. Approvals by DBPK shall be reviewed and ratlned by the PUU and/or the commission it necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for 1 of 2 9/4/2018, 6:33 PM MIAM MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD. AND CODE ADMINISTRATION DIVISION T (786) 315=2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadejoy/econom QuikSery Corp.. 11441 Br ittmore Park Drive Houston, TX 77240 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 MiamiL�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: Series "Commercial' Aluminum Pass -Through Horizontal Sliding Window - L. M. L APPROVAL DOCUMENT: Drawing No. 15-016, titled "Commercial Pass-Thru Windows - Large Missile -Impact Resistant", sheets 01 through 14 of 14, dated 11/15/13, with revision no.."1" dated.03/11115,. prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, 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 manufacturer's name or -logo, city, state, 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 affecting: the performance ofthis 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 i& 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 No. 13-1203.09 and consists of this page 1: and evidence pages E-1 and E--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. CMIAMCOUNTY +,�!\ NOA No. 15-0316.03 Expiration Date: March.25; 2019 Approval Date: April -0912015 Page.1 OuikSery Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS f. Manufacturer's die drawings and sections; (Submitted tinder NOA No. 08-1210.04) 2. Drawing No. 15-016,. titled "Commercial Pass-Thru Windows - Large -Missile Impact Resistant", sheets 01 through 14 of 14, dated 1111-5/13, with revision -no. "1" 'dated 03/11/15, prepared by Tilteco, Inc.,, signed and sealed by Walter A. Tillit, P. E. B. TESTS 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 pet FBC, TAS-201-94- 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3-2.1, and TAS 202=94 along with marked up drawings and installation diagram. of an aluminum horizontal sliding window, prepared by Architectural Testing, Inc., Test Report No. ATI-85482.01-801 18, dated 12/01/08, signed and sealed by Joseph A. Reed, P. E. (Submitted an der NOA No. 08-1210.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5"' Edition (2014), prepared by Tilteco, Inc., dated 03/11/15, signed and sealed by Walter A. Tillit, P. E. 2. Glazing complies with ASTM E1300A4109 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER)- E. MATERIAL CERTIFICATION_ S 1. Notice of Acceptance No.14--0423.16 issued to Eastman. Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiririg.on 04/14/18. 2. Material Safety Data Sheet of MSDS-17 High Density Polyethylene, dated:09/11/08 and issued by .Quadrant Engineering Plastic Products: -USA, Inc., the latest revision. dated 09/01/10 by M. Lykins. /ifi1.G � Jaime D. Gasc , P. ;1J. Peoduct'Control Section Supervisor NOA No. 15-0316.03 Expiration Date: March 25, 2019 Approval Date: April 09, 2015 E-1 II OuikSery Corn. I� NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS r 1. Statement letter of conformance, complying with FBC 5ffi Edition (2014), dated 03/12/15, I signed and sealed by Walter A. Tillit, P. E. II 2. Department of State Certification of QuikSery Corporation as a foreign profit corporation, active and organized under the laws of the State of Florida, dated 0.1A3/15 and.e-filed by the Secretary: of State. 3. Statement letter of conformance, complying with. FBC 2010, dated" 11/13/13, signed and. sealed by Walter A. Tillit, P. E. (Submitted tinder NOA No. 13 1203.09) 4. Department of State Certification of QuikSery Corp. as a For —Profit Corporation, active and organized_under the laws of the State of Texas, dated 01/07/14 and e. filed by the Secretary of State. (Submitted tinder NOA No. 13 1203.09) �i 5. Statement letter of no financial interest, dated 12/02/08, signed and sealed by Walter A. Tillit, P. E. (Submitted under NOA No. 08-1210.04) 6. Department of State Certification of .QuikSery Corp. as a For —Profit Corporation, active and organized under the laws of the State of Texas, dated 07/15/08, filed and signed by Phil Wilson, Secretary of State. (Submitted under NOA No. 08-1210.04) 7. Laboratory addendum letter for Test Report No. ATI-85482.01-801-18, issued by �i Architectural Testing, Inc., dated 02/16/09, signed and. sealed by Joseph A. Reed, P. E. (Submitted under NOA No, 08 1210.94) 8. Laboratory compliance letter for Test Report No. ATI-85482.01-801-18, issued by Architectural Testing., Inc., dated 12/05/08, signed and sealed by Joseph A. Reed, P. E. �f (Submitted tinder NOA No. 08-1210, 04) G. OTHERS 1. Notice of Acceptance No. 13-1203.09, issued to QuikSery Corp. for their Series "Impact Pass—Thru Horizontal Sliding Aluminum Pass —Through Window — L.M.I.", approved on 02/13/14 and expiring on 03/25/19. . Aime D. Gascon, . E. Product Control Section Supervisor NOA No. 15-0316.03 Expiration Date: Mardi 25, 2019 Approval Date: April 09, 2015 E-2 GENERAL NOTES: LCOMMERCIAL PASS—THRU WINDOWS, LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE. COMMERCIAL PASS—THRU WINDOWS, LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL. BE DETERMINED AS PER SECTION 1620 OF HE ABOVE MENTIONED CODE, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY HE ABOVE CONDITION, ULTIMATE DESIGN WIND .LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012. THESE COMMERCIAL PASS—THRU WINDOWS' ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 162r, OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203 PROTOCOLS, PER A.T.I. LAB,REPORT # 85482.01-801-18 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. 3. THESE COMMERCIAL pASS—THgU WjNpft� WILL. NoT REQUIRE A HURRIC4 4, THESE COMMERCIAL PASS THRU WINDOWS ARE AF'FINUMW rum Alm INFILTRATION. 5. ALL COMPONENTS SHALL BE AS INDICATED ON BILL OF MATERIALS ON SHEET 14 AND COMPONENTS DESCRIPTION ON SHEETS 10. 11 Se 12. 6. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G = 0.55. 7. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS MUST BE PAINTED PER SECTIONS 2003.8.4.2., 2003.8.4.4; 20013.8.4.5 AND 2003.8.4.6 OF THE FLORIDA BUILDING CODE AS APPLICABLE. 8. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A)' TO EXISTING POURED CONCRETE: (MIN. f'c = 3000 PSI), MIN. EDGE DISTANCE (E.D.) = 3". — 1/4"4 TAPCON ANCHORS W/.1" MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDER, INC., THRU 1" P.T. WOOD BUCK (IF APPLICABLE). (B) TO EXISTING AS.T.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2". — 1/4"4 TAPCON ANCHORS W/ 1" MIN. EMBEDMENT, AS MANUFACTURED BY ITW/BUILDEX, INC., THRU 1" P.T. WOOD BUCK (IF APPLICABLE). (C) TO EXISTING DOUBLE 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) — 1/4"0 WOOD SCREWS W/ 3" MIN. THREADED PENETRATION, TO COMPLY W/ NOS 2012. ( D)1/O. TEK T EXISTING MIN., ," HICKMANUFACTURED M T BE (6063—T5 DER, L OY) MIN. EDGE DISTANCE (E.D.) = 1/2". (E) TO EXISTING MIN. 18 GAGE STEEL MEMBER (ASTM A-500, A-653 OR A-36) MIN. EDGE DISTANCE (E.D.) = 1/2" — 1/4"0 TEK SCREWS, AS MANUFACTURED BY ITW/BUILDEX, INC. 9. PROVIDE 1/4" MAX. LOAD BEARING SHIM, WHEN ALLOWED BY THIS DRAWING. 10 PRODUCT MANUFACTURER'S SHALL 5 F E LOCATED ON FLORIDA BUILDING AREADILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH E. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. DE 11 A PREPARED T. Be. WHEREY THIS NGINEER IS GENERIC AND DOES NOT HE SITE CONDITIONS EVIATE FROM HENFORMATION FOR P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF HIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS HE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.AD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS- (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO HE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. SHEET # TABLE OF CONTENTS GENERAL NOTES IMPACT WINDOWS EXTERIOR ANCHOR SCHEDULE STEEL ASSEMBLY COMPONENTS ALUMINUM EXTRUSIONS COMPONENTS 14 BILL OF MATERIALS 1 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA eRual MOE couN1Y N. Tit FLORMA BLMM;C cWE (HIGH VELOCITY HUMCAW ZONQ '' .; % o2ms nLTEco INC COMMERGAL PASS—THRU WINDOWS LARGE MISSILE IMPACT RESISTANT er ���ENS�c ��• QUIKSERV CORP. °' ATE DAE ��'UUU���TT"'TTT��• """ JJ� TEOF e� ' L E ( O INC. i1WT TESiR10 8 ENDMEERINO COMPANY ■wNKxwa:.w� asvm 1-I6St 11441 BRITrMORE PARK DRIVE. HOUSTON, TD0S 77041 n"rOlnm�.,� nAaln�,.-0�e 15-016 RAtl DINO No �(,�y m.,. a o�w ®.� ■cc ®-0008716 ' u■ ,y.c4L N SI{EFT I OT 14 48' NAIL FRAME WIDTH SS403SE-IP WINDOW TYPE 1 (NO ) N.T.S. ' COMMERCIAL 'PASS THRU WINDOWS LARGE MISSILE IMPACT RESISTANT EXTERIOR ELEVATIONS' FRAMEV�IDiH TM _ TH iR L SC-4030-IP WINDOW TYPE 2 (XO) N.T.S. WINDOW ACTUAL.FRAME MAX.D.LO. OL:AZINGTYPE MODEL TYPE MAIL DIMENSION DIMENSIONS SS4038E-IP 1 49-MOX41-0q 8 (H) ' ()I)18J14"(YIQ X 241 O)18-1@"(W)X28"(H) SEEPAGE SC40304P 2 48"(VIQ X 38"(H) (X)16Jt4"(YY) X?A"(Fi) 8 OF 14 (0)18-112"pM X 2S"(H) SC•90304P 3 36"(YY)X36"(H) ())11"(YY)X24"(H) (0)18.1I2"(YY) X 20"N 36' MAX. FRAME WIDTH SC-3030-IP WINDOW TYPE 3 (XO) N.T.S. PRODUCT' R&VISED as eomPlYius leilh the Pluride Oulidhlg Codc�C �^ .n.".w..r+"..-.-.._-..__. I 1AANJ DADE COUNTY F.LGF A BU601NC CODE (WGH VELOCITY NURPoCIJIE ZONFa COMMERCIAL PASS—THRU WINDOYlS (YtAMN, Of 02015 TILTEco INC; LARGE NISSILE'IAIPACT RESISTANT wG/� QUIKSERV CORP. "' ATE HATE r w 'L G{►QINC. 11441ORTTWOREPAiK-DRM —;� TMUT TESTING h ENGINEEIDNO COMPANY D. ]11M NOUSTON, TFXAS 77041 1�j-OIEi ` �I Ilb' W. i�w. a, s< 2 MI.IIG ONa7f119. wm.: tmsw . Fa . las)•n-�sn NO( Om manF Fm OVA w�� nn a. DRAWMG No ra C ' ED W667 ar. ovm� an t» �` SNFEf 2 GF 14 WIiUFl! A. . JF.•P.E, fLONOA Ilc. 44167 . ®®®3SEE • m SHEET 8 • pSEE SHEET 6 OF 14 m® 48' MAX, FRAME WIDTH — 3 _HORIZONTAL SECTION VIEW N.T.S. SEE SHEET 6 OF 48' MAX. J FI J v Gl MA 19 D.A. MAX. --------- 2 INTERIOR VIEW 3 .. N.T.S. . WINDOW TYPE 1 (X SEE SHEET 7 OF14 SEE SHEET 6 OF 14 IEXTERIOR 1 = 28 z� to / E / / I VIEW N.T.S. SECTION A"A 1 EXTERIOR VIEW (XO) N.T.S. SEE DETAIL A =. _ � T O 68 I I � ea sD 28 I I / IPRODUCTRE SED — f/�-J^l((J/J es complyin@� lhlhe Florida Duildi=04 AcapmnwNo ( �Y' WmN adePr Auacomrol DETAIL A (CORNER SILL) ;U1 MOE COLM . N.T.S.. DETAIL 8 (CORNER HEAD). N.T.S. noM BU&WS CORE (WGH:VUGM NlRliiCtiNE ZONE) vibes XTECo INC- • SF'•;�� COMMERCIAL PASS—TNRU WINDOWS LARGE MISSILE IMPACT RESISTANT o N - QUIKSEC CORP. w/li/Is GATE IL E C O 1Nc.. 114{1 BRIUYORE PARK DRIVE. TtwT TESTING A INC 'No COMPANY NousroN, Ua 7ra1 15-016 eu,.n.. aav« �. a",I07n . �°�i1(1^n-,aat ,..moor: u.mrrm an. wcra, ntA .Haar Hoc n,p'anu r mm ,aa an. r �� GBIIMNG No EB-0006718 pp ty�a -. ,/. a ,y6tf 1. GT 14 SEE SHEET 8 SEE SHEET 6 OF 14 EXTERIOR OF 1�TYP) SEE SHEET 6 OF 14 ri A 48' MAX, FRAME Wuml ©HORIZONTAL SECTION O SEE SHEET 6 OF 14--. 0 A O INTERIOR VIEW N.T.S.. . . WINDOW TYPE 2 (XO) O VERTICAL SECTION ...... VIEW N.T.S. 1 SECTION A -A SEE SHEET 7 OF 14 DETAIL A -CORNER SILL) N:T.S. O2015 TILTECO. INC. E IL ECO RISC nWi TESTING k ENGINEERIWo CO ens , 3wa• m. 1Rl.,WeN WaR9. cxTm,_,so . re• a 48' MAX: H. f �� .o Coxcz / SC-40304P 1 EXTERIOR VIEW (XO)\� �l N.T.S. SEE DETAIL - 19 2D 60 69 61 ' •yam ProdDaConnDl IL C CORNER HEAD N.T.S. TDANI DARE COUNTY jLONO, DU9DMO CODE (MICR VEIDWY HURRICANE ZONE] COMMERCIAL PASS—THRU WINDOWS DRAWN fff LARGE- MISSILE IMPACT RESISTANT A.O./wL QUIKSERV CORP. °vDATE 11441 gRRTNOAE PIRK DRIVE. 11OUSfON. TD(AS 77041 15-016 DRAWIWD No main, au m. a ooa.m �n au nY.s' • SIIECf 4 OF 14 SEE SHEET 6 SEE SHEET 6 0P14 5/1 OF 14 (TYP) SEE SHE ®vm� © 1 HORIZONTAL SECTION VIEW Ili SEE. SHEET 6 OF 1 ��• Ata� 3 INTERIOR VIEW N.T.S.' WINDOW TYPE 3 (XO) SC-30304P 2 VERTICAL SECTION VIEW N.T.S. SEE SHEET 7 OF 14 SEE SHEET 6 OF 14 DETAIL A (CORNER SILL) N.T.S. JpENSF 9 • ozols mTECD 1Hc: IL ECOING. 1 �Z�J '* T�W1i1ESTINO k CNOINECRINO WM lY� 'w.•>L 51.ffi IDNWWiAF SEE DETAIL W. MAX FRAME WIDTH 1 Sc-30304P / EXTERIORVIEW (XO�� N.T.S. _.—JI SEE DETAIL A � so I 59 C CORNER HEAD N.T.S. YvuN OADE cauNlr RiMM 8UWHG CODE (HIGH YETOgn MURRIrANE ZONE )WERCIAC. PASS—THRU WINDOWS ARGE MISSILE IMPACT RESISTANT iaNly QUIKSERV CORP. of Dilfis DATE ATE 11441 BRRTUORE PARK GRIPE. HOUSTON. 7DM 77041 15--016. wcrc Out lnwt nx m»+n-n++ DRAWDKI No aD ta-ma +Sf1EiT 5 or 14 #10 X 1 1/21S.M.S (SEE SHEET 13 FOR SPACING & LOCATION, MIN. 4 PER SIDE) CANTILEVER OF 0.422' EXTERIOR SIDE MIN. 0.778' OVERALL n FGLASS THICKNESS. 26 or 58 or @ — 3/16' CLEAR HS k/8' /4' AIR (SIL) /8' CLEAR HS 90CL .090' S*m CP - SAFLEX&.SAFLEX SEE S1 1/ 'SKS 13 FOR. COMPOSITE GLASS INTERLAYER BYASTMAN CHEMICAL COMPANY OW SPACING & LOCATION, MIN. 4 PER SIDE) CLEAR HS MIN. 7%I6' GLASS BITE DOOR DETAIL (x) EXTERIOR SIDE 3/16' CLEAR HS 1/4' AIR (SIL) 1/8' CLEAR HS 90CL 0,090' SA m CP - SAFLEX & SAFLE)( .. HP COMPOSITE GLASS 33 INiERLAYFR BY EASTMAN CHEMICAL COMPANY (MA) 15 34 1/8' CLEAR HS MIN. 0.778' OVERALL GLASS THICKNESS. MIN. 7/16' GLASS BITE SIDELITE DETAIL (9 O-INSULATED GLAZING DETAILS 02015 1R.TEC6NC. IL ECOme PRODUCT FMYlbbu as complying uith Oro Florida DaildiL Codeds---/1S— i-0 BULONO CODE (UGH YELOCBY HUMCAKE QUIKSERV CORP. °'o �15 11441 BRWWORE PARK ORNE. HOUSTON. TDM 77041 15-016 Oo�c,,Pi>) 4nwn em Ot0 W-fm ORANmlO No ooi ar.r asap wa SHECT 5 OE 14 DOOR - HEADER CONNECTIONS MODEL SS-4035E-1P TYPE 1 WINDOW, HEADER CE) MODEL SC-4030-10 TYPE 2 WINDOW, HEADER MODEL SC-3030-IP TYPE 3 WINDOW, HEADER C CONTINUED EQUAL TO WINDOW TYPE 1 FLORIOA BIELO9IG CODE (HOH VFIOCRY NURAIClHE 10NEi Q' \GENS�C \, •. 'i ewls mT[C°.INC; COMMERCIAL PASS—THRU WINDOWS LARGE. IMPACT RESISTANT DRAM d '~O'N'� ' QUIKSERV CORP. DATE IL E C O �K�. ORNE. .^� _ ... •... �. * ;•,; S _I 11WT TESTNO & ORGINEERINO COMPANY >: . — im. �ao�w cMmna a aim =. — % (im«� 7f—fmf d.w 11441 BRRTMORE PARK HOUSTON. TEXAS 77041 • wear-,O�i m lLv' rm °If) m�To ®�s rrt d.r owns 1 5-016 BRAYM N. ' �FB-°OO9R19 ym,7 7 0f 14 POURED CONCRETE OR CONCRETE BLOCK WALL Y4"MAX SHIM SPAC EMBEDMENT ANCHOR INSTALLATION- S NOTE 6/1 SEE ANCHOR AND LAYOUT = SCHEDULE ON 35 s SHEET 9 MAX. FRAME WIDTH (SEE SHEET 2) Z \ m c w -Z a x w d 23 1 — 34 118" 608346 ALUM. ALLOYORIBGAGE ■ / MIN. WALL THICKNESS, O STEEL (ASTM A-500, A•653 OR AJ6) n N x w /� CL Ye MAX. SHIM SPAC w t x ay / MRL EMBEDMENT xQrc J�JJn SEE GTE 6/1 SEE ANCHOR 35 s SEEANCHOR. A SCHEDULE ON SCHEDULE ON I 1 / SHEET 9 (TYP). ODSHEET 9 � w tw- � n ii d T S W f9y / 23 1 34 (2) 2"x6" MIN. P.T. WOOD BUCKS REQ'D. TYPICAL FRAME ELEVATION %" MAX. SHIM SPAC NTS I • "$" = MAXIMUM SPACING i MB 0 EN SEE SHEET B. 35 SE D as eomPlTla wiW 1h0140iidp —I}f- DuOdIDS Dodo .�j�+/��+yj/^� Z cS� E'tP6Wltm o r • O YUWI OAOE COUNTY ~_' Z ��•�uTIL(�j�.,,�• , act Control / .RORu1A DuaDiNc CODE (lDGH —OM HURRICANE SONS O W COMMERCIAL PAS 02015 TILTECO IND. S-THRU WINDOWS QYry.! 23 n `�: JGEN SF LARGE MISSILE IMPACT RESISTANT SEE ANCHOR ^ Qulk8 RV CORP. 03/11/1s 3ttc. DATE 4 IL ECOt. SCHEDULE ON * _ 11441 ORITIMORE PARK DRIVE, SECTION A -A SHEETS A� /�� �Q� 'FILLIT TRT1N d< ENOINEERINO COYP►NY HOUSfON, TFXAS 77041 prJ_GGs (bsXn-tm� wvr, O:D 4nau, reo p:D' w-nmpRAWIHG N. ®-000r ig NTS ''b,_ _ - - . VL�Li�R A •!Ri u," un ,rms a SxEEr a or i f 4.234 0.5683 3.75 TYP.) 11. ' o p o ' 1.469 609 Id 2.3781 20 FRAMING PLATE 26 BASE BRACE 14 ga. ASTM A-653, CQ•GRADE 40 14 ga. ASTM A-853, CQ-GRADE 40 G-90 GALVANIZED STEEL G�0 GALVANIZED STEEL QUIKSERV RM# 3757 QUIKSERV RM93767 1.500 3,382 0 1.500 —ri 1.194 I—•-- 36 6FRAMING.PLATE 42 DOOR BRACKET 14 ga. ASTM A-653, CQ-GRADE 40 12 ga. ASTM A-653, CQ-GRADE 40 G-90 GALVANIZED STEEL G-90 GALVANIZED STEEL QUIKSERV RMM 3668 SIZE VARIES STEEL ASSEMBLY COMPONENTS 4.500 3.975 —T� .625 T 2,500 i U4.2�25 26 BASE 20 ga. 304 Stainless Steel QUIKSERV RMN 3768 0.692 43 HEADER BRACE 14 ga. ASTM A•653, CQ-GRADE 40 G-90 Galvanized Steel ---r� � 0.9440 2.6250 —•� �+--- 0,8190 ACCESS COVER BRACKET 67 18 ga. ASTM A4651, CQ-GRADE 40 .0-96 GALVANIZED STEEL 0,7500 0.5000 9.0000 6,,ISED oNodeRoductCont[o 0.7500 1.7500--►� 68 EXTERIOR HEADER COVER 18 ga. 304 Stainless Steel uwn ulatrrpn„ z A• T�((�j i�I�'/ n9RNA, BUIUXNG COOS t1Bc11 YEIOCI,Y HURRICANE ZONE F '• 02015 TIUM0 INC. RCIAL y' LARGE. NISSILE IMPACT RESISTANT QUIKSERV CORP. 03/""5 DATE IL ECOme. 11441 BWfTElORE PARKDRIVE. M TIWT TESTINO Q t77GINEERIHO COMPANY ►455 IL1. iLC.'s. Sa ffi Y1Rm1� G1IItp, FL HDUSION, TEXAS 77041 w-me 15-016 R1 ,�• nn• , 1.�7 �' � In.oa�oetmn�B71-lall �'• r . wca 0 W uF-.>m rm M9 °�0r � r'r. r �+eoa ■ot ORAYAtO No ...._ ..LO �.. .s1.• DEB-ONOB�19 ee � otn ,�-m+ N ■ SH[Ei fO�OT 14 0,2540 — 0,1850 4.5000 0,1090 —' 0.0940 0,1090 01 1�/4- X 4-112" RECT. TUBE QUIKSERV RM#'6026 1,000 — TYP. W23 .SASH FACE QUIKSERV RM# 6061 4.0000 r 1.7500 —1 1.7500 =0.09401,7500 21 — 14" SQ. TUBE QUIKSERV RM# 6049 11400 .0550 tj4ji� 7} 040( goo ,562 1j 0.422 .260 15 1,7500 W40 -314" X 4" RECT. TUBE UIKSERV RM# 6047 ALUMINUM EXTRUSIONS COMPONENTS 2.1250 0.170 1,7500 0.1250 22 WIDE DOOR EXTRUSION QUIKSERV RM# 6078 2,1250 UI-ON SASH CREW APPLIED SASH EXTRUSION VYSLOT 3 Q pKSERV RM# BO80KS PRODUCT ttL•VIs1iD as complying TvilO Nhe FImiJI 7780 BlilaingCadc 31.(0.03 .8750 � �875 � N� � ZO i� 0.0900 M1aau adePro GolCbnaG1 ,3125 O 5000 .5. 00 0.070 0,0620 --- +— --�" �" 0.0780 b3 181 NA PERIMETER SEAL NEOPRENE 41 SCREW APPLIED STOP .O7 ALUMINUM WITH low DARE Ca1N1Y QUIKSERV RMII 6.084 ,``"11111111p'L'ugn �a p;::...�/T �i.� .. .. ,FtaRlw DUMRG CODE (NIGH V110= HLRRNONE Z0119 `aP ••��r ENSF '•.;•�'., 02015 TILTECO INC. COMMERCIAL URGE MIS51 EA IMPACT RE ISTANi BY 'E •NDOWS DRAW�'� QUIKSERV CORP. = *. *•' _ _ T� EcoIN�: 11441 9RUMORE PAAK,DRIVE. 77W1 -O'•, �l) TAUT TESTINO Y ENGINEERING COMPANY em xx•ama. a s. sa �a®a crAaoO. R aum to a (wsFr-1m1 NOUSfON, 1FXIlS' wvc OiA .A O.A W-vm 15-016 DRAWING No „a.: (,mp]hNlA. 00°BR� sNLiT 11 ails 50 ACCESS COVER 18 ga. 304 Stainless Steel SCr10304P QUIKSERV RM# 300% (3)®TYP. 1,500 i 1.500.� � T I .3750 23.500 �DOOR GUIDE BLOCK HIGHDENSITY POLYETHYLENE 23412- (L) X 31111" (H) X 112" (W) SPECIFIC GRAVITY:�0.96-0.97 (PER SAFETY DATA SHEET) MANUFACTURED BY QUADRANT EPP-USAINC, 700NORTH SOUTH ROAD, SCRANTON.PA18501 4.5000 — ►�— 0.5625 t 52 ACCESS COVER 11i ga. 304 Stainless Steel SC.30304P QUIKSERV RM# 3.566 ACK F 01.36 g48 THUMB TURN HOOKLOCK QUIKSERV PART 1112022. ASSEMBLY 6F .:I 02015 TIMCO INC. IL ECO.nc. 0.3125 51 ACCESS COVER 18.ga.304 Stainless Steel SS-4035•E4P QUIKSERV RM# 3514. Q 1 i o-;n ---►.I �, 0.6250 49 DOOR HANDLE 76 ga. 304 Stainless Steel QUIKSERV RM# 3598 D e Florida MN.03 t CbnnDl� AORM MHDING CODE (HIM V COMMERCIAL"PASS-THRU WINDOWS LARGE -MISSILE IMPACT RESISTANT QUIKSERV CORP. 11441 BRIR4DRE PARK DRNE. HOUSTON. TDCAS 77G41 "ems 0m Wr v nm PW .saes UM DADE COI/N1Y 03/11/15 DAIS 15-016 DRATMlO N. Sim itam 14 FRAME WIDTH 3. — T3. 10' O (fTP.) as 3' 9' 63 N < 4' @ / FRAME HEIGHT (Ty...) g a (TYP � 4' - 4' I I E�4• OPERABLE GLASS PANEL (TYP) a' SASH INSTALLATION, DETAILS APPLICABLE TO THE FOLLOWING WINDOWS: SS-4035E-IP (TYPE 1 WINDOW) SC-403040 (TYPE 2 WINDOW) SC-303040 (TYPE 3 WINDOW) rig Al PRODUCEREVISOD n mropfying wllh the Florida eundlDa coax AG �n 4' 3 FWMM DULMG CODE (HIGH VE 0aff HU-CME ZONE; COMMERCIAL PASS—THRU WINDOWS oaals nLTEto lNc, LARGE. MISSILE IMPACT RESISTANT QUIKSERV CORP. °' AE'a DATE IL ECOINC. PARK DRNE. TDIO t ENOINEEAINO COMPANY 11441 NRRiMORE H0 ON, TDCAs 77041 15-016 9. g ]03 YIOa\ R 1I1 F0 (mp]�1310 �fa��(]OS 1-ISII . ncn PM) IRyf11 Dm Pius -fro car ono ORAY/UIO Xo �®: 0008�19 ®o SMELT is or 14