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HomeMy WebLinkAboutPRODUCT APPROVAL ROOF DECK8 J f 1 � Florida Building Code OnlineNED f B_-.:men+...s,..- BCIS Home Log In User Registratlon Hot Topics r$Obmat$urr}jarg�j'�� ta't t1FtP�acts Publications FBC Stair BCIS Site Map UnHs Search �'l+:%�rU �A'�l;ar'151'y Product Approval USER: Public User P rrct. xwalNenu> ZM§uAgGS?39iLe[4�h> D&8l!k33le > Application Detail FL # FL9555-R4 Application Type Revision Code Version Application Status Approved Comments Archived C) Product Manufacturer UNION CORRUGATING COMPANY \ Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstleby@unioncorrugating.com Technical Representative Address/Phone/Email C3� Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, P.E. ' Validation Checklist - Hardcopy Received Certificate of Independence F, 9> s. COI Gerti_ficarare a s�0rrr Referenced Standard and Year (of Standard) Standard 71rear ASTM E1592 2005 FM 4470 2012 Equivalence of Product Standards Certified By Sections from the Code 113 I Product Approval Method Date Submitted Date Validated Date Pending FBC App oval Date Approved ftmrraarq of Products Florida Building Code Online Method 1 Option D 08/23/2017 08/28/2017 09/09/2017 12/12/2017 FL # ; Model, Number or Name _.............. ..—..._..._-_ i ' j 5V Panel Limits of Use Approved for use 19 HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-70.25 i Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. Description 29 ga., 24" wide, through fastened panel over wood supports i Installation Instructions FL95.55 .R4 II EvaluafilonRe Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports EU555 R4 AE i�yaidlatinnRessoriC?�7_ 7 1-odf Created by Independent Third Party: Yes MasterRib Panel j 26 ga., 36" wide, through fastened panel over steel supports 'f Limits of Use Installation Instructions 1 I Approved for use inl HVHZ: No �+ - 1ja o a CCU, 2?72 3�&_rjj j Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N%A , Created by Independent Third Party: Yes Design Pressure: +N/A/-47.2 i Evaluation Reports . p Uplift lift load of 47.2 psf @ support spacing of 60" o.c. 019355 R4 AE "v�uat-boll as 2172 2.odf i - V Created by Independent Third Party: Yes �MasterRib Panel 29 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions i Approved for use in (HVHZ: No } ELM R.4 I.j_ �r +iakanftroosfit 2172 3.s�df Approved for use outside HVHZ: Yes I Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A i Created by Independent Third Party: Yes j ! Design Pressure: +2b.1/-37,7 Evaluation Reports i Other: Design load of127.1 It -37.7 psf at support spacing of 1 t19555 A4 AE .evalua 3, ' 48" o.c. Created by Independent Third Party: Yes 19555.4 MasterRib Panel 29 ga., 36" wide, through fastened panel over wood supports Limits OY Use —: j Installation Instructions Approved for use In HVHZ: No ; r 95 5 R,4 II Eyaltg itiankgUortC21724-ndf Approved for use outside HVHZ: Yes i Verified By: Bala Sockalingam PE 62240 I Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-36.2 j Evaluation Reports i Other: Design load of 27.1 & -36.2 psf at support spacing of 1 � a: nReoortC2177 -4.odf 48" o.c. -_ — _ — ..___ I Created by Independent Third Party: Yes -- ----------------------- 9555.5 MasterRib Panel 29 ga., 36" wide, through fastened panel over nom. 1" x 4" ! �......._........................._ ........_............. _ _._. ..... Limits I wood supports _................_ ....._..._ ....._......_._..... ..... i of Use Installation Instructions i Approved for use in HVI-IE: No t i_955a R4 I, T Ev k 4U0ReoortC2172 5,gg i Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes i Design Pressure: +N/A/-138.9 Evaluation Reports j Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. i H-9553 R4 AE=oilganortUIZZ 194f I Created by Independent Third Party: Yes 9555.6 PBR Panel Limits of Use j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A j Design Pressure: +96/-163 Other: Design loads of :96 & -163 psf at support spacing of 20" o.c. i Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Installation Instructions j i Fj555 R4 11 Evaluationi;�QortC 172 6.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL-9555 R4 AE EvaluationReoortC2172 6-ndf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 050-07-1824 The State of Florida Is an AA/EEO employer. Coovrieht 2007-2013 State of Florida.:: Privacy Statement :: Accessibllity 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 2/3 Florida Building Code Online mall to this entity. Instead, contact the office by phone or by traditional mall. 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 emalis 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. 7b determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: t fedit (;Pfd safe .org/pr/pr app dtl.asp)c7param=wGEVXQwtDgtvOROQItZA5REBEOgziUdl7ntuFlu2jC5s%3d 3/3 i EVALUATION REPORT OF UNION CORRUGATING COMPANY 429 GA. 5V PANEL' OVER WOOD SUPPORTS FLO�DA BUILDING CODE 6TH EDITION (2017) FLORIDA .PRODUCT APPROVAL FL 9555.1-R4 STRUCTURAL COMPONENTS ROOK' DECK Prepared For: Union Corrugating Company P. O. Box 229 Fayetteville, NC 28302 Telephone: (910) 483-0479 Fax: (910) 483-8897 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216N Lansing Ave., Smite C Tulsa, OTC 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including Lover) Installation Details (1 Page) Report No. C2112-1 Date: 8,20,20.17 Manufacturer: Product Name: Panel Description: Materials: Support Description: Slope: i FL 9555.1-R4 C2172-1 8.20.2017 Page 2 of 3 Union Corrugating Company 5V Panel 24" wide coverage with (5) 1/2" high ribs Minimum 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Nom. 1" x 4" (min) lumber (Southern Yellow Pine Untreated) (Must be designed by others) 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 170.25 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) , (3 or more spans) Panel Attachment: #9-15 or #10-14 x 1-1/2" long wood screws with washer At panel ends @ 12" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Test Equivalency: The test procedure- in ASTM E1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance (with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress ,design. The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. i FL 9555.1-R4 C2172-1 8.20.2017 Page 3 of 3 Supporting Documents: i ASTM E1592 Test Report Farabaugh Engineering and Testing Inc Project No. T246-06, Revised Reporting Date 11/7/06 FM 4470 Test Report ENCON Technology Inc C1583-3, Reporting Date 7/24/08 it 12' - PANEL FASTENER #9-15 OR # 10-14 X 1.5" LONG WOOD SCREWS @ MAX 12" O.C. FASTENER PATTERN SUPPORT SPACING = 24 O.C. ALLOWABLE UPLIFT PRESSURE = 70.25 PSF I 24' 5V Panel Profile Minimum 29 Gouge, Minimum Yield o 00 NSI NOM. 1 " X 4" (MIN) SYP UNTREATED (DESIGN BY OTHERS) p m 1/9/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map `Links i Search Product CR:Pub Approval US@R: Public User 'fir• ;e:cj_ar •,:+ -i-NT: > k0uri_. _,a:�uli.ation 5k2�rG> > �yls!i; l n iat > Application Detail 0�7 FL # FL9555-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature II Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext256 jstieby@unioncorrugating.com John Stieby jstieby@unioncorrugating.com Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architelct Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Bala Sockalingam PE-62240 Keystone Certifications, Inc. 09/07/2027 Yoosef Lavi, P.E. Validation Checklist - Hardcopy Received Standard Vear ASTM EIS92 2005 FM 4470 2012 3d 1/3 1/9/2018 Florida Building Code Online Product Approval Methc ) Method 1 Option D �v Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/09/2017 Date Approved 12/12/2017 Summ FL # Model, Number or Name Description 9555.1 5V Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: +N/A/-70.25 Other: Uplift load of 70'25 psf @ support spacing of 24" ox �I 95r 552 �" MasterRib Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/Al Design pressure: +N/A/-47.2 Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. 29 ga,, 24" wide, through fastened panel over wood supports Installation Instructions Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports ::1_1 !' ti4..,_. L4 ?!iS'{.51 :.'•_i, i. 1 l: Created by Independent Third Party: Yes 26 ga., 36" wide, through fastened panel over steel supports Installation Instructions Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports w);�:a;.--. F3_i._fjs:...E::: ���.ltt;ll<„�{1_ll:r_,...: • 1. ,: . Created by Independent Third Party: Yes 9555.3 MasterRib Panel 29 ga., 36" wide, through fastened panel over steel supports Limits of Use Approved for use in HVHZ: No 'installation Instructions :I,; Approved for use outside HVHZ: Yes t,.84 . Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +27.1/-37.7 Created by Independent Third Party: Yes Evaluation Reports Other: Design load of 27..1 & -37.7 psf at support spacing of F; �' ;;_ h•,, •A�_.,;�Z;kr,tc :; {�r;,i .�.:'b..?•.. r, r 48" O.C. Created by Independent Third Party: Yes 9555.4 MasterRib Panel 29 ga., 36" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes :: , c r,... :; Impact Resistant: N/A Verified By: Bala Sockalingam PE 62240 , Design Pressure: +27.1/-36.2 Created by Independent Third Party: Yes Evaluation Reports Other: Design load of 2711 & -36.2 psf at support spacing of `za'i:;ia .; :;., r,;, f.fF�;;,1;,,,;t;;,< . _,:.•. :: 48" o.c. Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga., 36" wide, through fastened panel over nom. 1" x 4" wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No ;' tyrx..:K�. !.._t 'su!", Approved for use outside HVHZ: Yes Impact Resistant: 1 Verified By: Bala Sockalingam PE 62240 N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. i ;:F ;r...r;::_::gF; .'; ; .,,t, ;;rt,ril;, ;,.; •;,. l: Created by Independent Third Party: Yes 9555.6 PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:: N/A I Created by Independent Third Party: Yes Design pressure: +96/-163 Evaluation Reports Other: Design loads of 961 & -163 psf at support spacing of 20 o.c. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Eone: 850-487-1824 The State of Florida is an AA'/EEo employer. Copyright 2007 2013 state of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement i 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 2/3 1/9/2018 Florida ,Building Code Online mail to this entity. Insti lintact the office cy phone or by traditional mail. If you have any qi,' please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statute},�...,'ctive October 1, 2012, licensees licensed under Chapter 455, F.S. r ovide the Department with an email address If they have one. The emalls provided maybe 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: �*'.. RMFri eLtrk Credit Card safe I, .org/pr/pr_app_dtl.aspx?p Iram=wGEVXQwtDgtvOROQI(ZA5RE8EOgziUdl7ntuFlu2jC5s%3d 3/3 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL j FL 9555.2-R4 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company 701 S. King St. Fayetteville, NC 28301 Telephone: (910) 483-0479 Fay:: (910) 483-1091 Prepared By: Baia Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAR.: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (I Page) Load Sean Table (1 Page) Report No. C2172-2 Date: 9.20.2017 FL 9555.2-R4 C2172-2 8.20.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: MasterRib Panel Panel Description: 36" wide coverage with 3/4" high ribs at 9" o.c. Materials: IMinimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM ,A755). Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others) Slope: �1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c. (Factor of Safety = 2) Support Attachment: #12-14 x V long self -drilling screws with washers i@ At end supports 3.5"-5.5"-3.5" o.c. across panel width At intermediate supports @ 9" o.c. across panel width Sidelap Attachment: '%4"-14 x 7/8" long SDS with washer @ 30" o.c. Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure 07scribed in FM 4470 (2012). Code Compliance: The product described herein has demonstrated compliance with FBC 2'I 17 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union Corrugating load span table. This product is'' not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. Supporting Documents: ASTM E1592 Test Reports Farabaugh Engineering and Testing Inc. Project No. T163-06, Reporting Date 6/7/06 FM 4470 Test Report ENCON Technology Inc. IC1583-2, Reporting Date 7/24/08 i FL 9555.2-R4 C2172-2 8.20.2017 Page 3 of 3 PANEL FASTENER SEE PANEL SIDELAP ® 9" O.C. DETAIL 9 O.C. /— ��— INTERIOR SUPPORTS � i— " l PA EL / MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL FASTENER 3.5"-5.5"-3.5" O.C. i9" O.C. PASTERRIB END SUPPORTS J& PANEL MIN 16 GA. STEEL —/ — - - - - (DESIGNED BY OTHERS) MASTERRIB PANEL MIN 16 GA. STEEL (DESIGNED BY OTHERS) TYPICAL PANEL INSTALLATION X-SECTION PANEL FASTENER 9" O.C. SIDELAP FASTENER MASTERRIS 1/4"-14 SDS WITH PANEL WASHER ® 30" O.C. PANEL FASTENER I12-14 x 1' LONG DS WITH WASHER MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL SIDELAP SIDELAP FASTENER O 30" O.C. MAX 60' O.C. (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW SIDELAP FASTENER 0 30" O.C. SIDELAP FASTENER 30" O.C. PANEL FASTENER 3.5"-5.5'-3.5" O.C. GENERAL NOTES: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 36". 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE SUPPORTS. 0 U WAN Z 1�-N rn 0 6 NZN a.f9 a. fr ZO co N U tn� 0 a w 0 m u '^ m a- g X w g� SHEET No. OF i UNION CORRUGATING COMPANY MasterRib Roof Panel 36" wide, 26 ga. (min) Steel Panel over Steel Supports Span Loading Allowable Load (psf) Support Spacing (ft) Condition Type 1.50 1.75 2.00 2.50 3.00 3.50 4.00 4.50 5.00 Two Span Uplift ,138.3 118.5 103.7 83.0 69.2 59.3 51.9 46.1 37.7 Three Span Uplift 1I157.2 134.7 117.9 94.3 78.6 67.4 58.9 52.4 47.2 Four or More Uplift 1151.3 129.6 113.4 90.8 5.6 L 64.8 56.7 50.4 �44.1 Spans Allowable load for each condition is the smallest load calculated based on fastener capacity, panel strength and and deflection limit ofU180. Allowable loads are calculated for minimum 26 ga. panel. The wind load is taken as 0.7 times the "component and cladding" loads for the purpose of determining deflection limit. The panel allowable properties are determined from fiall scale ASTM E1592 tests at 5' 0" span The panel fasteners are #12-14 x 1" long self drilling screws with washers. Fastener spacing across panel width is 9,0" o.c. in the interior supports and 3.5"-5.5"-3.5" o.c. at panel ends. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws %ith washer at 30" o.c. Steel supports are minimum 16,ga. All supports must be designed to resist all loads imposed on the panel. The panels may span from cave to ridge or rake to rake. Panels must be installed as per valuation Report FL 9555.2 and Union current installation procedure. eiLF�t{r.faCta a w C . C. 12, 6 N Lansing Ave., Suite C Tulsa, OIL 74106 91 d 1492 5992 Bala Sockalingam, Ph.D., P .E. PE 62 240 8 Florida Building Code Online M. _ `� : m� I b BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats ff & Facts Publications F8C Staff G II m ` Product ApprovailUSER.(Public User Product Approval Menu > Product or Ap Ip lcatio,i Sea�;ch > A pilcaH,, on Lst > Application Detmii FL # FL17996-R1 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived i Product Manufacturer Elixir Door and Metal Company Address/Phone/Email 1215 Pope Drive Douglas, GA 31533 (912) 493-2215 ryarberry@elixirdmc.com Authorized Signature Randall Yarberry ryarberry@elixirdmc.com Technical Representative PTC Product Design Group Address/Phone/Email PO Box 520775 Longwood, FL 32752 (321) 690-1788 info@ptc-corp.com Quality Assurallnce Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Validated By I American Architectural Manufacturers Referenced Standard and Year (of Standard) Standard ASTM E330 abuilding.org/pr/pr app dU.aspoparam=wGEVXQwtDquTfuhTgK2%2bd3R°/a2b%2bN%2f8gOs9RCIoMU%2bfRDgsg3ZdGjXtw%3d%3d 1/7 18 Florida Building Code Online Equivalence of Product Standards Certified By Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page ... j..._...' PL # 17996.1 Model, Number or Name Series 202-20S Steel Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: � I affirm that there are no changes i Code which affect my product(s) and r compliance with the new Florida Buildi Yes No N/A FL17996 R C©C Affirmation_FL179c Method 1 Option A 01/29/2018 01/29/2018 02/04/2018 Description Series 202-20S Steel O.S. Door w, Certification Agency Certificate 1 FL17996 R1-- CAC EXR 202-20 us5 df Quality Assurance Contract Exi 12/03/2018 Installation Instructions FL1.7996_&]_g_FLIX0034 Rev A Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 R _6f PER 1647-_ ev = Created by Independent Third Par 17996.2 Series 230 W9 Steel Doory N Series 230VW9 Steel O.S. Door w/ Limits ®f Use i i Certification Agency Certificate Approved for use in HVHZ: No I EXR 230 WS Approved for use outside HVHZ: Yes 1.plus5.pdf Impact Resistant: No i Quality Assurance Contract Exi Design Pressure: +30/-30 12/03/2018 Other: ! Installation Instructions FL17996 R1 II ELIX0033 Rev A Verified By: Robert J. Amoruso, P ? Created by Independent Third Par Evaluation Reports f L.Z996 I_AE I?EB ev = I Created by Independent Third Par _..._..._._....____.._...._.._.._.__.._._..__.._..__.....__�.-_---._._..._._.......... _.w...._w.._.._._.._..-.---,_.. ..__..._..._._...._..........._.._.._.._._.__......_.....__.._......__.... -. _ ........ _...._... _.._._._..M.....__ _._....._....._..._ ___...w___.. 17996.3 Series 402-14 Vinyl Steel Out -Swinging Regular I _......._...__.__......_____. _.__..__.. __.._._._.._....__.____.......---_._..___.__._.._.---._............ ___,_.._,_.__._�._._._....__.__._....._..__. Limits of Use Certification Agency Certificate Approved) for use in HVHZ: No ' FL17996 R1 C CAC EXR 402-14 Approved for use outside HVHZ: Yes Quality Assurance Contract Exi EM 2J10/ 018 l j Impact Resietarat: No j Design Pressure: +40/-40 Other: Florida Building Code Online _......m. _._.._..._.__.......__......_...._.... 17996.4 Series 402-20S Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact, Resistant: No Design Pressure: +40/-45 Other: 17996.5 u Series 407 Limits of Use Approved for use in HVHZ: No Approved f®r use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-45 (Other: _ _ ! ....._............ ......... ........ ........ ..v._.. 17996.6 Series 430 W9 ................... ................ ......... .................- _......... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +33/-40 Other: 09/14/2020 i Installation Instructions FL17996 RI_1I ELIX0050 REV -A Verified By: Robert J. Amoruso, P 1 Created by Independent Third Par Evaluation Reports FLI7996 Rl AE _PER 1951Reva Created by Independent Third 'Par Vinyl Steel Out -swinging Regular I ! Certification Agency Certificate FL17996 R1 C CAC EXR 402-20 Quality Assurance Contract Exl 09/14/2020 j Installation Instructions EL17996 R1_II ELIX0051 REV -A Verified By: Robert J. Amoruso, P I Created by Independent Third Par j Evaluation Reports i FL17996 R AE PER 1951 Rev Created by Independent Third Par Vinyl Steel Out -swinging Regular I Certification Agency Certificate FL17996 Rl C CAC EXR 407 E3 Quality Assurance Contract Exl 09/14/2020 Installation Instructions FL17996_U! II ELI)(0052 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports 179 6_ g M_1951_ggvj Created by Independent Third Par Vinyl Steel Out -swinging Regular[ j 3'0") i Certification Agency Certificate j FL17996__R_1 C �3.C_E R 430-W5 lQuality Assurance Contract Exl 09/14/2020 Installation Instructions F 996 Rj II ELIX0053 REV -A ! Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 iR1_A_E PER_195I_ ay. i Created by Independent Third Par _ _ . - _.._ ... ...11 ...... ... - —-. ...... ....... -..... _.._......................._ ............ _.._ .. ....... _ ..__ .. 17996.7 Series 6400 W9 Cottage Series 6400-W9 Non -Impact Inswi i w/Storm Door ..._........_.__.. ..._ �_.,..__._. Limits of Use Certification Agency Certificate Approved fo'r use in HVHZ: No FL17996 R1_C CAC EXR 6400 E Approved for use outside HVHZ: Yes Quality Assurance Contract Exl Impact Resistant: No i 09/16/2019 Design pressure: +66/-56 Installation Instructions Other: FL17996 RI II E 0056 Rev -A STORM DOOR 7S'pg Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports W `]E h Florida Building Code Online R1 AE_PER 1954 Rey2 __.......... _........- -...._.......__.._..._............................__.._.....__.._...__.._.._..__........._ Created by Independent Third Pat ............ 17996.8 7i Series 7500 Oval Series 7500 Non -Impact Inswing \ 1........._ w/Adjustable Threshold _......._._.............__...._........... ...... ... ....... _..__..._........F.......__..__...._...._........ �.._._.....__..._ __.......�. Limits of Use ' Certification Agency Certificate Approved for use in HVHZ: No FL17996 Ri C CAC E_XR7500 O Approved for use outside I- WOZ: Yes ! E330 plus5.gdf Impact Resistant: No i Quality Assurance Contract EExI Design P're'ssure: +34/-50 09/17/2019 Other: i Installation Instructions I FL17996 RI II EMOOS5 Rev -A WITH ADJUSTABLE THRFESHOLD Verified By: Robert 1. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1RE PER 1955 ev2 Created by Independent Third Pat __......._....__....._..............._...._.._......_..._...._....._.__.._...._._.,..... _ .................... ... _...._...__.... __._ .._..._.. ---..__._..._._..-_.__.... 17996.9 tseries 7500 Oval !Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 17996.10 Series 8400 W9 Cottage ........ ..... ......... _.._... __....__..._..___. _�_..._.. _....... .... ..._..... Limits of Use Approved for use in HVHZ: No Approved for use outside FIVER: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 17996.11 Series 9000 Limits of User..._...._ ......__....._......._... Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Series 7500 Non -Impact Inswing \ w/Storm Door and PVC Jambs Certification Agency Certificate FL17996 R1 C CAC_EXR 7500 0 Quality Assurance Contract Exi 09/16/2019 Installation Instructions FL17996 RI II EUX0060 Rev -A OVAL LAM STORM DOOR_ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 Ri_AE PER 1955_Rey2 Created by Independent Third Pat 1 Series 8400-W9 Non -Impact Oval Steel Door w/Storm Door ..... ............... _._.__._.___-._._....____......__...__........ .... ...._ . Certification Agency Certificate FL17996 RI,CAC EXR 8400 E Quality Assurance Contract Exi 09/16/2019 1 Installation Instructions I FL17996 RI _ELIX0057 Myz j WITH STORM DOOR ss.pj Verified By: Robert 1. Amoruso, P Created by Independent Third Pat j Evaluation Reports E FL17996 RI AE EER 1,954 Rev2 ' Created by Independent Third Pat j Series 9000 Non -Impact Inswing \ ! w/Storm Door _.._._......._........._........_.___.-....._....�_..__.___........... _..... Certification Agency Certificate FL17996 A C CRC EXR 90005 Quality Assurance Contract Exi 09/16/2019 Installation Instructions FL17996 RI zI ELIX0058 Rev -A STORM DOOR ss.pdf Verified By: Robert 1. Amoruso, P Created by Independent Third Pat Evaluation Reports 417 i `) Florida Building Code Online 17996.12 Series 9400 Cottage Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 17996.13 Series AFIF7N Limits of Use Approved for use in HVHZ: No Approved for use outside HW32: Yes Impact Resistant: No Design Pressure: +38/-38 Other: Series AFOF7N Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38/-38 Other: 17996.15 Series AVIF7N Limits of Use Approved for use in HVHZ: No Approved for use outside HVlFM Yes Impact Resistant: No Design Pressure: +25/-25 Other: _._...... .... ..._...............__._.. - .._,........_...__......_....:.- 17996.16 1 Series AV0F7N Limits of Use Approved ,for use in HVHZ: No Approved .for use outside HVHZ: Yes i=L1799fs Ri.__A�_,PER�12AS Rev - Created by Independent Third Pat Series 9400-W9 Non -Impact Inswi Door w/Storm Door Certification Agency Certificate I FL17996 Ri C CAC i XXR 9400 E I Quality Assurance Contract Exl i 09/16/2019 Installation Instructions FL17996 R1 11 ELIX0059 Rev -A COTTAGE W. STORM DOOR ss d Verified By: Robert J. Amoruso, P Created by Independent Third Par 1 Evaluation Reports FL17996 R1 AE PER 1954 Rev2 1 Created by Independent Third Pat Series AFIF7N Non -Impact IS Fibe Certification Agency Certificate FL17996 R1 C CAC EXR AFIF7N Quality Assurance Contract Exl 09/14/2019 Installation Instructions FL17996 R1 II EUX0040 AFIF7P Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE PER 1952_Rev� Created by Independent Third Pat __.._..._..____ _. _ - - Series AFOF7N Non -Impact OS Fib 1 Certification Agency Certificate FL17996Rj C CAC M AFOF7i' Quality Assurance Contract Exl 09/14/2019 Installation Instructions FL17996 _R1_ _gUX0042 AFOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1AE PER_1 5 _ ev2 Created by Independent Third Pat Series AVIF7N Non -Impact IS Stee Certification Agency Certificate FL17996 G CAC EI(R A)aF7N Quality Assurance Contract Exl 04/05/2020 Installation Instructions FL17996_iR_i00 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 RI AE PER 1953 Rev< Created by Independent Third Pat i Series AV0F7N Non -Impact OS Sti Certification Agency Certificate FL17996—R-1 C CAC EXR AVOF71 Quality Assurance Contract Exi R%2b%2bN%2f8ggs9RCIoMU%2bfRDgsg3ZdGjXIW%3d%3d 517 2/10/2118 i Impact Resistant: No j Design Pressure: +21/-21 Other: Florida Building Code Online ___.._.�._._ .._....._.._. _.._ ._..._....w_...._...__.._._......__...._. 179'6.17 Series BFIF7N Limits of Use Approved for use in HVHZ: No Approved fpr use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38/-38 Other: ....... _..... - _._..___...__......._._......._._... 17996.18 I Series BFIF7S Limits of Use Approved for use in HVFM No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38/-38 Other: I 17996.19 Series BFOF7N Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: 17996.20 Series BVI63S Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +65/-65 Other: 04/06/2020 Installation Instructions FL17996_. Rl_3I ELIX0048 AVOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE PE-3 1953 Rev2 Created by Independent Third Pat _.___.._......_............ Series BFIF7N Non -Impact IS Fibe Certification Agency Certificate 1 FL17996 R1 C CAC EXR BFIF7N Quality Assurance Contract Exl 09/15/2019 Installation Instructions ' FL17996 Rl d_ELIX0040 AFIF7T Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1_AE PEft 1952 Rey2 j Created by Independent Third Pat ] Series BFIF7S Non -Impact IS Fibe Certification Agency Certificate FL17996 R1 C C.AC EXR BFIF7S Quality Assurance Contract Exl 4 09/15/2019 Installation Instructions FL17996 R1 II ELIX0046 BEiF7� Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports Created by Independent Third Pat Series BFOF7N Non -Impact OS Fib 1 Certification Agency Certificate ? FL17996 Rl C CAC_EXR BFOF7f Quality Assurance Contract Exl j 04/06/2020 Installation Instructions Rj7-9-96--_Rj, II Ei..IX004z A OF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat I Evaluation Reports FL17396 1110g_E-EA_IM_119Y I Created by Independent Third Pat �.... _...___.. .M..___.._. ........... ......._..... I............ Series BVI63S Non -Impact Single d Insert and Outswing Storm Door } Certification Agency Certificate FfL17996_Al_C_C EXR BVI63S Quality Assurance Contract Exl 12/17/2021 Installation Instructions FL17996 R1 II_ ELIX0061 BVI631 Verified By: Robert J. Amoruso, P Created by Independent Third Par i Evaluation Reports FL17996_R1 ACE PER 2244 Revs Created by Independent Third Pat .org/pr/pr app_dtl.aspx?param=wGEVXQwtDquTluhTgr2%2bd3R%2b%2bN%2f8fOsgRCIoMU%2bfRDgsg3ZdGjXlw%3d%3d 617 I 21101,,018 — Florida Building Code Online Go to Page s1:E] `it3 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-201 _State of Florida.:: vary Statement AccessibliAl S1 Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -re mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmer one. The emails. provided may be used for official communication with the licensee. However email addresses are public record. I - address, please provide the Department with an email address which can be made available to the public. To determine If you ar please clid< here . Product Approval Accepts: i� Credit Cart Safe abuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f8gOs9RCIoMU%2bfRDgsg3ZdGjXlw%3d%3d M ELIXIR DOOR & METAL CO. MODEL 407 NON -IMPACT OUTSWING VINYL LAMINATED STEEL DOOR GENERAL NOTES: INSTALLATION NOTES: C O I. THEPRODUCT NOR AGESHOiYNHEREMISDESIONED S.INAREASWHEAE`NNOBORN'e0EBR45PROTECTIWI 1.ONE (1)INSTALLATION ANCHOR IS REQUIRED AT EACH S. MINIJ IA EMSEDMEIR AND EDGE DISTANCE EXCLUDE U TO COMPLY TINE CURRENT EDITION OF THE REQUIREMENTS EMT. USE OF AN VAPACTPROTECTNE ANCHOR LOCATION. VIALLFINSHES, INCLUDINGBUTNOTUMITEDT0 FLORRVNBUILD CODE(FSC) EXCLUDING HIGH SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR STUCCO, FOAM, BRICK VENEER AND SIDING. VELOCITY HURR CANE ZONE AND THE DESIGN WINDBORNEDEBRISREGIONSISCINDATOFWFORTHE S THE INSTALLATION ANCHORS AT THE SPACIN0S SHOWN . l PRESSURE(S)SY TBOHEREW. PRODUCT HEREIN. ARE THE MLVILIUM NUTABER OF ANCHORS AND 6IAXILIBA 6. INSTALLATION ANCHORS SHALL BE INSTAl1FO III SPACINDSTO BE USED FOR PRODUCT INSTALLATION. ACCORDANCE WITH ANCHOR LgNUWURURERS E I.. THE PROOUC7 UPON SIGNED AM� ETAILS CONTAINED HEREIN ARE BASED SEALED TEST REPORT DALLAS A. FRAME MATERIAL• ALUTANUM ALLOY OM -TO DOOR PANEL NATERIAL:.09 MIL VINYL LAN14ATED 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES YATH STRENGTHS LESS W LABORATORIES, p(NC. F44278 MM ASSOCATED GALVANIZED STEE..015' SKINWl URETHANE FOAM CORE. WITH LOAD BEARING SHIM(S} hWaW MALLOWABLE TLW+THEMINIMUU STRENGTH SPECGIEO LA THE SUP ` IABORAT 1 DRAWINGS. SHIM SIZE OF U4 INCH SHIM WHERE SPACE OF VIB INCH -AIKHOR SCHSDULE- THIS SHE I 7. DESIGWRKIVS-X- STAND FOR THE FOLLOWING: OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED 2. A.DEQUACVY OF ELOSTING STRUCTURAL 2X FRAMING X: OPERABLE PANEL 1 OF HIGH DENSITY PLASTIC OR BETTER 7.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE �y OR STEEL FRMII SYSTEM CAAAI Qp AS A MAIN WINO FORCE RESISTING %F WITHSTANDING O: FIXED PANEL MUST SE MADE OF CORROSION RESISTAR IMTERIAL P. TRANSFERRIIG AND PIJEOPRODUCTLOADSTOTHE h. HARDWARE 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR 14GA MIMIRIM STEEL FRAIAING SHALL BE AS SHOWN IN OR HAVE A CORROSION RESISTANT COATING. 0 FOUNOATIOVIS7 OR APl.111TECf E RESPONSIBILITY OF THE ENGINEER RECOIL). A HALFHIINGES;(4)5061T0EXTP.UOEDALUPANUM B. LATCHLOCK KEYED 'ANCHOR SCHEDULE' THIS SHEET. OO� C. DEAD SOLT. SNGLE CYLINDER J. 1XAND R BUCK$ ENUSEDNSFER C ^ STRUCTURE.BUC�NDES!EN STRUCTURE. ALL LOADS TO THE DESIGNRAN"NSTALLLOADS TO THE IL9 THE 9. SEE SHEETt FOR OESId7 PRESSURE fJL1R7. ! F-1 RECORD. &TJTY INDIRORAFICO DPP THE ENGINEER ORARCHrtECT OF Yy RECORD. 4. THE INSTAUATW DETAILS DESCRIBED HEREIN ARE 1--I NXi_ GENERIC AND MA NOT REFLECT ACTUAL COMM014S FORASPECWC jjEE. IF SITECOiNDITIOIIS CAUSE INSTALLATION TO DETAILED DETAILED HEREh FROM THE REONREI.!EMS IA LICENSED ENGINEER OR ARCHITECT ATE [T� SHALL PREPARE SPECIFIC DOCUMENTS FOR USE WITH THIS ENT. D IGX PRESSURE RAT04G(P5F) ILIPACTING MT 'MSG WATER I HFILTRATION WHERE WATER WFILTW.'OON REQ(SREME IS NEEDED REOUIREMENT IS NOT NEEDED NONE N0.0143.0 '-UNIT MUST BE,10TALLCD BENEATH AN APPROVED OVERHANG TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 ELEVATION. ANCHORING LAYOUT 3 VERTICAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS ANCHORSCHEMULE SUBSTRATE DOORFRAME TYPE SIZE MANUFACTURER ANI ETISMAENT EDGE_ DISTANCE ANCHORCAPACMES TYPE SP ECIRCATON (� ((pn (n(a 13ASMON SHEET MIN. 3 lr.TAUSTEEL THREADS TUBING 14 GA FI4 (Z-BAR) PAN HEAD NO.O AW'F 818.8.4 PABT INSIDE Mr W61 33 KSI YELD JAN. (TATLPINGSCREVY) SURFACE OF STRIIIII THICK14ESS SUBSTRATE ANSI B18AA 2X hO00 (VIDOO SCREM HOOD "" AMI NCA M FIRA'ANG FO(!Z-BAR) PAIIHEAD NO.B OR 1' 12- SPECIFIC GRANRYOF ASNE B18.6.4 0.42, (TAPPING SCREW) MOTIFS: 1) FOR VA' W OR TAPFXI SCR3NS IF SFVRPRN: IG 0 A CONCE, O'itl RIO 0,0BZT I-CLE(DRRL SUE 4S). x) MGED13TANMLSkSUFEE) FR2J HD(M SOkOFAARSNOR TO ®GE OF SIPSTRAT. Robod J.Arms" pP.E. FL RE No. 49752 Dig tally signed bg Roh:R J. Amoroso ON: m-AobeR J.Amovuw, o, ou•PTCPmduaDes qA Group In WI=mb&ICpt olp.c n%C.US Dam 2015A305044936 "CO' 79 314' 78 314' MAX. OA. N'W FRAME DOOR PANEL I 35 11118' MAX. Oh FRAME WIDTH 34 31V MAX. f DCOR PANEL WIDTH 3-MAX. (rYP.) 1 4' MAX (TYP.) I LOCK ASSEMBLY (REGULAR DRIVE-IN) IS LOCATED APPROX. 38' ABOVE BOTTOM OF DOOR LEAF AND THE DEAD BOLT ASSEMBLY APPROX. 42'ABOVE BOTTOM OF DOOR LEAF. SEE STRIKE DETAILS THIS SHEET 34" MAX. (TYP-) I-I J_ HALF HINGES W1 98 X 314" SCREWS A C I (TYP.) 3 3 ELEVATION CaTERIOR v1E\\' X (y i.4r I I 98 TAPPING SCREW. NNJJ 98 X2 12' WOOD LLLSSSLLL SCREW MUSTSE OF ' SCREW I �\. SUFFICIENT LENGTH TO X _ ' I PENETRATE (3) THREADS SCREWS I I N11141MUM BEYOND STEEL TUBE. 1 i.1 ChTRY DOOR RN -CRY DOOR S-I'BDKEDLTAII. STRIKE DETAIL nYN�U fh\.ULtt'M1�TII,\TF. tf([LTlTIf1:5L9iTMTE I0" MAX. I.C. (TYP.) - 3• MAX. (TYP.) 10.1MX. O.C. (TYP.) SAME AS HEAD SPACING ANCHOR LAYOUT EXTERIOR VIEW ANCHORING 140TES: 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13. ANCHOR SPACING VARIES, BUT NOT TO EXCEED 1G' MAXIMUM O.C. I MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS 7. ANCHOR SPACING VARIES, BUT NOT TO EXCEED 10' MAXI IUM O.C. I Robert J. AmoN40, P.E. FL P.E. Na 49752 Digitallysigned by Robert 1. DN:cn=Robert. 0950.06-04TA' 1"MjN.EMBEDMENT 88WOODSCREW I INSTALLATION ANCHOR 2X fOOD FRAME � 0 3 c ISY OTHERS) THREE (71 THREAD o ;EAUWT T MIN. PENETRATION ETO BACK EDGE DIST. ,98 TAPPING SCREW I ,0 SIDE OF M KING FIN INSTALLATION ANCHOR Y SEALANT TAPE TO BACK, �^ �N• e- R E SIDE OF MOUNTING RN EDGE DIST. 114' lAAX SHIM � 9 s � �" 9 TFAIOR INTERIOR \14 GA. MIN. SQUARE STEEL TUBING (BY U - OTHERS) o m o c c � x M I C 2 03tW EYTERIOR INTERIORoW a r, b W OO � � VERTICAL SECTION 2 0 a�v i a 1vooD FItAhIE 5ues7xnre VERTICAL SECTION '� W o W W 6 Ifl4' a a b STEEL TUBING SUBSTRATE N IL A `■`p W N a. Z2 QJ O� cj W \5j` a a I2�i I ERIOR INTERIOR ,y. EXTERIOR INTERIOR 1/4' MAX SHIM ///14 GA. MIN. SQUARE /STEEL TUBING (BY a OTHERS) II RObeA J. Anasnrtw, P.E. FL P.E. Na 49752 SEALANT T : � 1 E BACK ` �UNN1G SIDE OF M TI FIN 12' MIN 1�10OD FRAME EDGE DIST \ �8'tMN. Digitally sig'xd (BY OTHERS) SEALANT TAPE TO BAG( EDGE DIST. by Robert 1. f- SIDE OF MOUNTING FIN IN. E6IBEDMENT�-{ `` ^GCB TAPPING SCREW .,,. Mnaruso , W DN., �`" "' S 5B WOOD SCREW TIN. ENETHREAD IWSTAL.LATION MICHOR INSTALLATION ANCHOR MIN. PENETRATION ,�'., go,�l. ^t^ �;' I,,. 1 w=PiCasign VERTICAL SECTION icupo tips :r ¢ma2- obertgpi A 1YOOD FI1.AAtESUBSIILATE VERTICAL SECTION C STEEL 7L'BING SUB5flLA7E D tz20 SAILOS Dat�2015-C8 0g:50:16.03'00 J I � e 1/4'MAX SHIM 1/4'MAXSHItA o I 1lrMIII EDGE DIST. 1/Y MIN. EDGE DIST. ZX WOOC RAMS ZX WOOD FRAME r ^ (BY c HERS) gg (BY OTHERS) ,iB WOO SCREW I.1 I i k8 WOOD SCREW g fALLATIo ANCHOR INTERIOR INTERIOR l / �\/ INSTAWlT10N ANCHOR :A X 314' SMS, !!l; NT EMBEDlA \ ` \\ M YT ^.� 1' MIN' ` � \:Q\:•�\. _- --'^ U 1'AfIN. a+ o L�•� i EMBEOME \�`h r\� L' .. IT r .. —� zg �gggu E-r m rno r a 2 'EALANTT PETO BACK EXTERIOR EXTERIOR SEALANT TAPE TO BACK SIDE OF A UNTING FIN SIDE OF MOUNTING FIN a Lst� app" i N a U ZQ HORIZONTAL SECTION �1 HORIZONTAL SECTION O N z ` \�OOUAPtt! BStTIT N'IE Q 1VOOD FRAME SUBSTRA� �/ r O 0 H � I w/ ✓ a C 14 GA. MIN. SQUARE 14 GA MIN. SQUARE, � 31B' MIN. EDGE DIST. STEEL KING (BY STEEL TUBING \ W p 318' MIN. EDGE DIST. INTERIOR INTERIOR 98 ING ANCHOR 18 TAPPING SCREW INSTAL'TION ANCHOR :X.V4'SMSA INSTALLATION ANCHOR EE (3) THREAD J MI.PENETRATION THREE (3)TIiREAD \ MIN. PENETRATION SiLANT TAPE TO 13ACIC EXTERIOR EXTERIOR \\l Robert.L Amoroso, P,E. ME OF MOUNTING FIN FL P.E. No. d975Y SEALANT TAPE TO BACK SIDE OF MOUNTING FIN I HORIZONTAL SECTION`" n `HOR[ZON9'AL SECTIUN STEEL'IUUING SU851'KA'IE 0191mllyslBnedbyltob!rtl \ STE LR OINO S DSTRAT - Amwulo DR:m.Raberll.Amm %o, -OTCProdua NWj, G—p, i em+�il=roberlti!pl4tap.com, a Dale 2a15.08.o5 w..wl9-0PO j I I I I I