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HomeMy WebLinkAboutProduct Approvals 0 A - 77I -- �d t BCIS Home tog In User Registration Hot Topics Submit Surcharge i Stats&Fads Publications i Contact Us I BCIS Slte Map Unks Search ' Fhrida r rl Product Approval d:: 0�'1 �. I USER;Publrc User 2167 Product Approval Menu>Product or Application Search>Appilcatipn List>Application Detail =y f FL# FL27402-R2 r- 3...L.._: _ 1 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Carports Anywhere Address/Phone/Email 1085E S.E.County Road 221 Starke,FL (352)468-1116 bodom@carportsanywhere.com Authorized Signature Brandie Odom bodom@carportsanywhere.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email i Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the ]ohnathan Green Evaluation Report Florida License PE-88223 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurance Contract Expiration Date 06/23/2023 Validated By Brian]aks,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL27402 R2 COI Letter of Certification-Carports An where sealed.odf I i Referenced Standard and Year(of Standard) Standard Year ASTM E 1592 2005 FM 4471 1992 Equivalence of Product Standards Certified By Sections from the Code FILE COPY Pr oduct Approval Method Method 1 Option D PP P i I Date Submitted 08/04/2020 Date Validated 08/10/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Prod ucks FL# Model,Number or Name Description 27402.1 Hampton Rib Roof Panel Hampton Rib Roof Panel over Open Framing Limits of Use Installation Instructions Approved for use in HVHZ:No FL27402 R2 II Hampton Rib Roof Panel DRAFT sealed.odf Approved for use outside HVHZ:Yes Verified By:Johnathan E Green,P.E.88223 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+54.7 psf/-57.3 psf Evaluation Reports Other:See evaluation report for various design pressures FL27402 R2 AE Hampton Rib Roof Panel DRAFT sealed pdf Install per Manufacturer's details.Not for use In HVHZ_Zones. Created by Independent Third Party:Yes I Contact Us::2601 Blalr Stone Road Tallahassee Ft 32399 Phone:850-487-1024 The State of Florida Is an AA/EEO employer.Copyrioht 2007-2013 State of Florida.::Pr1wry Statement::AceesslbllltX Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send eleetronlc mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 050.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 45S,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 To determine If you are a licensee under Chapter 455,FS.,please dick here. Product:Approval Accepts: rft-E-1 i 9M =Crap M Credit Card Safe I Force Engineering & Vesting 19330 Ramblewoud Drive Ifumhle,Texas 77338 I'lame: (241)540-6603 FAX: (281)�D•9966 WLbsi(e: ire•»•.rurceengineerinp(Lwliiig con Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval#i 27402.1 R2 Florida Building Code 2020 Per Rule 61G20-3 Method:I—D Category:Structural Components Subcategory:Roof Deck Compliance Method:61G20-3.005(1)(d) NON HVHZ Product Manufacturer: j Carport Anywhere 10858 S.E.County Road 221 Starke,Florida 32091 Engineer Evaluator: Johnathan Green,P.E.#88223 Florida Evaluation ANE ID:12901 Validator• Brian Jaks,P.E.#70159 i Contents: Evaluation Report Pages 1-4 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN GREEN ON THE DATE O�.se, ; ®_ ADJACENT TO THE SEAL. PRINTED COPIES OF THIS d ; o DOCUMENT ARE NOT CKF C, CONSIDERED SIGNED AND ' SEALED AND THE ®/ 6 ,•'. �,,iQ,�.' .7%�i' SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ®0�0@Jiii9� I FU 27402.1 R2 Force Engineering & Vesting 19530 Ramblewood Drive Flumble,Texas 77335 Phone: (281)541)-6603 FAX.- (281)5a0-9966 Websile: w%vn•.forceengineeringtes(im.com Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020,Sections 1504.3.2,1504.7. Product Description: Hampton Rib 26 Ga. and 29 Ga.Steel Roof Panel, 36"Wide,through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 26 Ga.Steel,ASTM A792 or ASTM A653 G90 Grade 50 29 Ga.Steel,ASTM A792 or ASTM A653 G90 Grade 80 Conforming to Florida Building Code 2020 Section 1567.4.3. Optional paint finish. Corrosion Resistance:Panel Material shall comply with Florida Building Code 2020,Section 1507.4.3. Panel Dimension(s): Thickness: 26 Ga.:0.0185"min.order thickness 29 Ga.:0.0142"min.order thickness Width: 36"maximum coverage Rib Height: %"major rib at 9"O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: ##12-14 x%"HWH SD!#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance:Per Florida Building Code 2020,Section 1507.4.4. Substrate Description: Minimum 14 Ga.(Grade 50)Steel framing,Minimum 16 Ga.(Grade 50)Steel framing,or Minimum 18 Ga.(Grade 50)Steel framing. See Table A&B for steel gauge. Framing must be designed in accordance w/Florida Building Code 2020. Allowable Design Pressures: Table"A"26 Ga.Hampton Rib Roof Panel Maximum Design Pressure: -57.3 psf -72.9 psf -67.7 psf +46.9 psf +54.7 psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 Panel Span: 51-0"O.C. 4'-0"O.C. 4'-0"O.C. 5'-0"O.C. 4'-0"O.C. Substrate: Min.14 Ga. Min.14 Ga. Min.14 Ga. Min.18 Ga. Min.18 Ga. Steel Framing I Steel Framing I Steel Framing I Steel Framing I Steel Framing *Design Pressure includes a Safety Factor=2.0. THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN � '` :�'� �G:'• ��ooN__G� GREEN ON THE DATE emery s ADJACENT TO THE SEAL. o ° ° = PRINTED COPIES OF THIS ° DOCUMENT ARE NOT `p ll7G G1F ;�y CONSIDERED SIGNED AND : e SEALED AND THE ®/� ,'•;�d O 31v'�.^`G��e��° SIGNATURE MUST BE V RIFIED ON ANY ELECTRONIC COPIES. FL#27402.1 R2 i Force Engineering & Testing 17530 Ramblew•ood Drh'c humble,Tuxm 77338 Thane: (281)549-6603 FAX: (281)540!9966 Websile: wwe•.forecengineeringlcsling.com Table"B"29 Ga.Hampton Rib Roof Panel Maximum Design Pressure: -57.3 psf -1509 psf +39.0 psf +143.1 psf Fastener Pattern: 6"_3"_6"_3"-6"_3"-6„ 0_3"4"_3"_6"_3--6- 6,•_3"-6"_3„_6"-3"-6" Fastener Spacing: 4'-0"O.C. 2'-0"O.C. 4-0"O.C. 2'-0"O.C. *Design Pressure Includes a Safety Factor=2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020,Section 1504.3.2,1504.7. Evaluation Report Scope: The product evaluation Is limited to compliance with the structural wind load requirements of the Florida Building Code 2020,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ ASTM E 1592-05(2012)Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference ■ FM 4471-92-Foot Traffic Resistance Test i Reference Data: 1. ASTM E 1592-05(2012)Test Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.667-006OT-18A-E,667-0061T-18A-D 2. FM 4471-10,Section 4.4 Foot Traffic Resistance Test Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.667-OO60T-18F,667-O061T--18E 3. Certificate of Independence ByJohnathan Green,P.E.(No.88223)@ Force Engineering&Testing (FBC Organization#ANE ID:12901 Test Standard Equivalency: 1. The FM 4471-10,Foot Traffic Resistance test standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. THIS ITEM HAS BEEN DIGITALLY SIGNED AND Q ® SEALED BY JOHNATHAN �" .° b a43' GREEN ON THE DATE ADJACENT TO THE SEAL. u O ° Z;-Z PRINTED COPIES OF THIS ' = DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE '"�'ZORIO?•�0 �N VERIFIED SIGNATURE MUST� ANY BE ELECTRONIC COPIES. FL#27402.1 R2 Force Engineering & Testing 19530 Rmnblevrood Drive Humble,Tex:vs 77338 I'hone: (2811540-6603 I:AX: f280540-9966 Websile: o•u•iv.forceengineeringtcslin;,.com Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020,including Section 1507.4.2 and In accordance with Manufacturers recommendations. For slopes less than 3:12,lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product(Optional) Roof Panel Fire Classification; Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel,and Chapter 16 for structural loading. i ���g�9i99id99g9�,d THIS ITEM HAS BEEN SEALEDDIGITALLY SIGNED AND BY AN • q��. ���Q•• 1 GREEN ON THE DATE d© tYd • a''!�iaj,�— `0 ADJACENT TO THE SEAL. o a ' = PRINTED COPIES OF THIS o ' DOCUMENT ARE NOT e CF `ej ® CONSIDERED SIGNED AND v e SEALED AND THE ®// ••�0R10 o�` ��� SIGNATURE MUST BE `/� ) •"�" zj ��1 VERIFIED ON ANY dj 4®B91pAi8���\�\� ELECTRONIC COPIES. i FL#27402.1 R2 Force Engineering & Vesting 19530 Ramblewood Drivc Humble.Texas 77338 i'bane: (281)540-6603 FAX: (281)540-9966 Websile: ieinv.forceengintwringlesling.com j 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 `•p12-14 . 3/4-MINH 503 P!/ 1."Ll 80-NDED NEOPR[NE WASHER I 29 GA. IIAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" 3" 6' 3" i 1 t 912-1 HWH SD.i lq/ 1.413" DONDED NEOPRENE VW5}'ER THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN ` Q GREEN ON THE DATE ADJACENT TO THE SEAL. ° Z: PRINTED COPIES OF THIS o e = DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE �! '•J-I'ZORI'D - ��\`� SIGNATURE MUST BE !!�® t �5 �X VERIFIED ON ANY ELECTRONIC COPIES. 4°�s�ao�saae��, i FL#27402.1 R2 i . .. r 31 l� BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Fads ! Publications Contact Us BCIS Site Map '! Unks Search Product Approval USER;Public User Product Approval Menu>Product or Application Search>Aeplication Us t>Application Detail FL# FL27403-112 .t Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Carports Anywhere Address/Phone/Email 10858 S.E.County Road 221 Stance,FL (352)468-1116 bodom@carportsanywhere.com Authorized Signature Brandte Odom bodom@carportsanywhere.com Technical Representative Address/Phone/Email Quality Assurance Representative I Address/Phone/Email Category Structural Components Subcategory Structural Wall Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the ]ohnathan Green Evaluation Report Florida Ucense PE-88223 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurance Contract Expiration Date 06/13/2023 Validated By Brian]aks,P.E. Validation Checklist-Hardcopy Received i Certificate of Independence FL27403 R2 COI Letter of Certification-Carports Anywhere sealed.odf i Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B Date Submitted 08/04/2020 Date Validated 08/10/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13/2020 SummarV of Products FL# (Model,Number or Name Description 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing Limits of Use Installation Instructions Approved for use In HVHZ:No FL27403 R2 H Hammon Rib Wall Panel sealed.pdf Approved for use outside HVHZ:Yes Verified By:]ohnathan E Green,P.E.88223 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+46.9 psf/-57.3 psf Evaluation Reports Other:See Evaluation Report for various Design Pressures. FL27403 R2 AE Hampton Rib Wall Panel sealed.pdf Install per Manufacturer's Details.Not for use in HVHZ Zones. Created by Independent Third Party:Yes 1 Limits of Use Installation Instructions Approved for use In HVHZ:No FL27403 R2 II Resi-Lap Wail Panel DRAFT sealed.pdf Approved for use outside HVHZ:Yes Verified By:]ohnathan E Green,P.E.88223 impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+40.0 psf/-37.0 psf Evaluation Reports Other:+40.0 psf at 4'-0"D.C.-37.0 psf at 4'-0"o.c.Install per FL27403 R2 AE Resi-Lap Vial]Panel DRAFT sealed.pdf Manufacturer's Details.Not for use in HVHZ Zones. Created by Independent Third Party:Yes EEI 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:050-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-21I13 State of Florida.::PrIvacv Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the of0te 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.Tho 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 dick jJI Product Approval Accepts: Credit Card Safe I i I i Force Engineering R Testing 19530 Rumblevood Drive Humble.Teas 77338 Phone: (280 540-6603 FAX: (280 5a0-9966 Websile: ivww.forceengineeringlcxling.ann Product Evaluation Report CARPORTS ANYWHERE Hampton RBI Wall Passel over open framing Florida Product Approval#27403.1 RZ Florida Building Code 2020 Per Rule 61G20-3 Method:2—B Category:Structural Components Subcategory:Structural Wall Compliance Method:61G20-3.005(2)(b) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E.County Road 221 Starke,Florida 32091 Engineer Evaluator: Johnathan Green,P.E.#88223 Florida Evaluation ANE ID:12901 Validator• Brian Jaks,P.E.#70159 Contents: Evaluation Report Pages 1-4 ���DiO����✓l��f�� THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE �/ .r •, ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT e MTE CF : CONSIDERED SIGNED AND r SEALED AND THE ///k'"' ORIQ`�..'�°ae\\ SIGNATURE MUST BE ��wVERIFIED ON ANY z{ �—`'n`x� ������ ELECTRONIC COPIES. FL#27403.1 R2 I i Force Engineering & Vesting 19530 Itumblewood Drive Humble.Temm 77338 i'hnne: (281)540-6603 FAX: (281)540-9966 � Wel°.sile: wwiv.rnrceeiigineeriisgieslinl;.cum I I I Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020,Sections 1709.2. i Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel,36"Wide,through fastened structural wall panel. Structural Application. Panel Material/Standards: Material: 26 Ga.Steel,ASTM A792 or ASTM A653 G90 Grade 50 29 Ga.Steel,ASTM A792 or ASTM A653 G90 Grade 80 Conforming to Florida Building Code 2020 Section 1405.2. j i Panel Dimension(s): Thickness: 26 Ga.:0.0185"min.order thickness 29 Ga.:0.0142"min.order thickness Width: 36"maximum coverage Rib Height: %"major rib at 9"O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: 412-14 x%"HWH SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance:Per Florida Building Code 2020. Substrate Description: Minimum 14 Ga.(Grade 50)Steel framing,Minimum 16 Ga.(Grade 50)Steel j framing,or Minimum 18 Ga.(Grade 50)Steel framing. See Table A&B for steel gauge. Framing must be designed in accordance w/Florida Building Code 2020. Allowable Design Pressures: Table"A"26 Ga.Hampton Rib Wall Panel j Maximum Design Pressure: -57.3 psf -72.9 psf -67.7 psf +46.9 psf +54.7 psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 Panel Span: 51-0"O.C. 4'-0"O.C. 4'-0"O.C. 51-W O.C. 4'-0"O.C. Substrate: Min.14 Ga. Min.14 Ga. Min.14 Ga. Min.18 Ga. Min.18 Ga. Steel Framing Steel Framing Steel Framing Steel Framing Steel Framing *Design Pressure Includes a Safety Factor=2.0. THIS ITEM HAS BEEN off DIGITALLY SIGNED AND -�m'� SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL Sbeevs o e c ° P PRINTED COPIES OF THIS DOCUMENT ARE NOT V OF IN �" CONSIDERED SIGNED AND SEALED AND THE / ,°�'• Q •`�p����° SIGNATURE MUST BE VERIFIED ON ANY eD9a�AL ®����N ELECTRONIC COPIES. FL#27403.1 R2 I I I i I Force Engineering & Testing 19530 Ramblewood Drive Humble.Temas 77338 Phnne: (281)540-6601 IFAX: (281)540-7966 Websile: www.furceenginecringiLsting.com Table"B"29 Ga.Hampton Rib Wall Panel Maximum Design Pressure: -57.3 psf -150.9 psf +39.0 psf +143.1 psf Fastener Pattern: 6"-3"-6"-3"-6"-3"-6" 6"-3"6"-3"6"-3"6" 6"-3"-6"-3"-6"-3"-6" 6"-3"-6"-3"-6"-3"-6" Fastener Spacing: 4'-W O.C. 21-0"O.C. 4'-W O.C. 21-0"O.C. Substrate: Min.16ga. Min.16ga. Min.16ga. Min.16ga. Steel Framing I Steel Framing I Steel Framing Steel Framing - *Design Pressure Includes a Safety Factor=2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020,Section 1709.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ ASTM E 1592-05(2012)Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference Reference Data: 1. ASTM E 1592-05(2012)Test Force Engineering&Testing,Inc.(FBC Organization#TST-5328) Report No.667-0060T-18A-E,667-0061T-18A-D 2. Certificate of Independence By lohnathan Green,P.E.(No.88223)@ Force Engineering&Testing (FBC Organization#AN ID:12901) THIS ITEM HAS BEEN SIr,.ru �,0,'e� DIGITALLY SIGNED AND Via;�'r ,"�a�t1G98" 'g9® SEALED BY JOHNATHAN qy L' GREEN ON THE DATE ADJACENT TO THE SEAL. ° e a ° PRINTED COPIES OF THIS ' — DOCUMENT ARE NOT CONSIDERED SIGNED AND ' SEALED AND THE %';e � � SIGNATURE MUST BE i'��'" 1%, ���` VERIFIED ON ANY d��"09 .Si' \a ELECTRONIC COPIES. FL#27403.1 R2 I Force Engineering & 'Testing 05311 Ramblewo�xl Drive Humble.Texts 77338 Phonc: (281)540-6603 FAX: (281)540--9966 Websile: ww%v.f4irceenginccringlc5tin;.cum Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 611520-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product(Optional) Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for wall cladding wind loads.These component wind loads for wall cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel,and Chapter 16 for structural loading. I THIS ITEM HAS BEEN �����a� ' `GtJ '�d• DIGITALLY SIGNED AND " SEALED BY JOHNATHAN ! GREEN ON THE DATE ,��•� �ne� m ADJACENT TO THE SEAL PRINTED COPIES OF THIS m DOCUMENT ARE NOT oSBE fir o CONSIDERED SIGNED AND SEALED AND THE ORZ, .j� ��"" SIGNATURE MUST BE VERIFIED ON ANY � ELECTRONIC COPIES. j 1 i i i i FL#27403.1 R2 i it Force Engineering & Vesting 19331)Ramblewood Drive Flumble,Tecas 77338 Phone: (281)540-6603 PA\: (231)540--9966 Websile: 1rlvie.fnrcecngineeringlesling.com 26 Q. AM PION RIB FASTENER, PATTERN 2-1-2-1 1,12-14 x 3/4-HIM SW 0'/ WIN BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" 8• 3• 6- 3• 6. 3- 6. `rl12-1•: x 3/4-HVIH S03 w/ 1460,:BONDED NEOPRENE Vl.SHE2 I Hipp THIS rFEM HAS BEEN � '��41i' :r^7 ��1. DIGITALLY SIGNED AND ,,PS ;. ' °��® SEALED BY JOHNATHAN * : �'���� Q'•• 94 GREEN ON THE DATE j � ab •o ADJACENT TO THE SEAL.° �' PRINTED COPIES OF THIS DOCUMENT ARE NOT A a CONSIDERED SIGNED AND zz SEALED AND THE / ®s ���'•; i� �"' SIGNATURE MUST BE ��d�6 JAIL ~ VERIFIED ON ANY ELECTRONIC COPIES. FL#27403.1 R2 i 3/30/2018 Florida Building Code Online �..l5��—•4e t 4111E-; .t=k-; SCIS Home i Login i User Registration HacTopl= Submit Surcharge Stat-0 Facts Publlcadons FSC Staff BCIS SIte,ft 11 2 Search �. . F PY I a i Product Approval D ii USER:Public User Product pprovil Flenn>Prndnc:or Aopymian Smirch> atinn Llsf>Application Detail FL!r FL17996-RI Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Elixir Door and Metal Company Address/Phone/Small 1215 Pope Drive Douglas,GA 31533 (912)493-2219 ryarberry@elfxirdmc.com Authorized Signature Randall Yarberry ryarberry@elixirdmc.com Technical Representative PTC Product Design Group Address/Phone/Email PO Box 520775 Longwood,FL 32752 (321)690-1786 info@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency American Architectural Manufacturers Association Validated I ted By American Architectural Manufacturers Association i Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By I I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL17996 R1 CDC Affir-ination FL17996 418-1208 ss.odf https:tttvv,vi.floridabuilding.org/pr/prl_app dtl.aspx?param=wGEVXQwtDquTluhTgl(2%2bd3R%2b%2bN%2f8fjOs9RCIoMU%2bfRDgsg3ZdGjXlw%3d%mad I 3/3012018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 01/29/7018 Date Validated 01/29/2018 Date Pending FBC Approval Date Approved 02/04/2016 I Summary of Products Go to Page J aj Page 1/2'-13 0,' FL Model,Number or PJame Description. 17996.1 Series 202-20S Steel Door Series 202-20S Steel O.S.Door:v/Vertical Slider Window Limits of Use Certification Agency Certificate Approved for use in HVEIZ:No F1 17996 RI C CAC E),R 202-20S Vertical Slider ASTM F330 Approved for use outside HVHZ:Yes p1us5.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+30/-30 12/03/2018 Other: Installation Instructions FL17996 R1 II ELTX0034 Rev A Series 202-ZDS SS.pdf Verified By:Robert].Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports F1,17996 RI AF PFR 1647. Rev3 415-0705 ss_pdf Created by Independent Third Party:Yes 17996.2 Series 230 W9 Steel Door Series 230 W9 Steel O.S.Door w/Cottage Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17996 RI C CAC FXX?30 W9 Cnttage ASTM F.330 Approved for use outside HVHZ:Yes p1us5.pdr Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+30/-30 12/03/2018 Other: Installation Instructions FL17996 R:t 1r ELiX0033 Rev A Series 230 W9 SS.pa Verified By:Robert].Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL17926 R1 AE PER 1642 rtav3 415-0705 ss.pdf Created by Independent Third Party:Yes 17996.3 Series 402-14 Vinyl Steel Out-Swinging Regular Door-14"x14"Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No j71 r996 R1 Cat FR 40?-14 E330 PiM&Pfff Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/14/2020 Design Pressure:+40/-40 Installation Instructions Other: FL17996 RI II ELIX0050 REV-A OS MODEL 402-14 ss.odF Verified By:Robert J.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL17996 R1 AE PER 1951 Revla 415-0705 ss.pdf Created by Independent Third Party:Yes 17996.4 Series 402-20S Vinyl Steel Out-swinging Regular Door-20"slider window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17996 R2 C CAC cXR 407-205 F.330 plusS,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/14/2020 Design Pressure:+40/-45 Installation Instructions Other: FL17996 RI 1t FLF.X0051.REV-A OS MODEL 402-20S ss.odf Verified By:Robert].Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL17996 R1 AE PER 19S1 Revla 41S-0705 ss.pdf Created by Independent Third Party:Yes 17996.5 I Series 407 Vinyl Steel Out-swinging Regular Door-Blank(no window) Limits of Use Certification Agency Certificate l 1�' Approved for use in HVHZ:No FL1.7996 Rt C CAC F),R 407 E330 plus5.pdd Approved for use outside HVHZ:Yes Quality/Assurance Contract Expiration Date 0 Impact Resistant:No 09/14/2020 Design Pressure:+40/-45 Installation Instructions other: FL17996 R1 II ELIX0052 REV-A OS MODEL 407 ss.odF Verified By:Robert].Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports https://%v%vw.floddabuilding.org/prlpr app_dtl.aspx7param=wGEVXQwtDquTiuhTgK2%2bd3R%2b%2bN°/a2f8fjjOs9RCIoIVIU%2bfRDgsg3ZdGjXlvr%3d%3d! I � I • i 313012018 Florida Building Cade Online i FL17996 RI AE PFR Ml Revla 415-0705 ss.pdf Created by Independent Third Party:Yes 17996.6 Series 430 W9 Vinyl Steel Out-swinging Regular Door-9-Lice Window(1'8"x 3,0") Limits of Use Certification Agency Certificate Approved•f6r use in HVHZ:No FLt7996 R1 C•CAC EXR 430-W9 E330 plus5.ndf• Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/14/2020 Design Pressure:+33/-40 Installation Instructions Other: FL17995 R7 if 5L7)I0053 RFV-A OS MODEL 430-W9 ss.pdf Verified By.Robert 1.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL17996 R1 AE PER 1951 Revla 415-0705 ss.odf Created by Independent Third Party:Yes 17996:7 I Series 6400 W9 Cottage Series 6400-W9 Non-Impact Inswing Painted Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FI.17996 Ri C CAC F)rR 6,100 E330 plus5.pdf Approved for use outside FIVHZ:Yes Quality Assurance Contract Expiration Date Impact:Resistant:No 09/16/2019 Design Pressure:+66/-56 Installation Instructions Other: F1.17996 R1 II FUN'On56 Rev-A IS MO F.I.640n:J9 WITH STORE 1 DOOR ss.ndf Verified By:RobertJ.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports Fi.17996 R1 AE! PFR 1954 RevJ. 415-0705 ss.pdf Created by Independent Third Party:Yes 17996.8 Series 7500 Oval Series 7500 Non-Impact Inswing Vinyl Laminated Steel Door w/Adjustable Threshold Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17996 Rl C CAC EXR 75r10 Oval 21 adiustable threshold Approved for use outside HVHZ:Yes em pion sS.odf Impact Resistant:No quality Assurance Contract Expiration Date Design Pressure:+34/-50 09/17/2019 Other: Installation'instructions F1_1799G P t if EI7Y0055 Rev-A 75;LLODFt 7500 OVAL"71 1V1TH A U. B1.F T•riRFF�SNOI.D cs,nriF Verified By:Robert J•Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FI-17996 Rt I1F PFR 1955 R v7 4ts-nin5 ss.nSiF Created by Independent Third Party:Yes 17996.9 Series 7500 Oval Series 7500 Non-Impact Inswing Vinyl Laminated Steel Door w/Storm Door and PVC Jambs Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLt7996 R1 C cgC r-xR 7a00 Oval 73 i 3��plu_sS.Pdf Approved for use outside HVHZ:Yes quality Assurance Contract Expiration Date Impact Resistant:No 09/16/2019 Design Pressure:+50/-50 Installation Instructions Other: F1.17996 R2 L1X0060 Rev-A i13 4CL STR 7500 73 QVAL WITH STOR14 DOOR ss.pd Verified By:Robert J.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FLt799G RI AF PER 1995 Rev? 415-0705 ss.pdf Created by Independent Third Party:Yes 17996.10 Series 8400 W9 Cottage Series 8400-W9 Non-Impact Oval Inswing Vinyl Laminated Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17996 Rt C CAC EXR 840n E330 plusS,; df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/16/2019 Design Pressure:+50/-50 Installation Instructions Other: FL17995 R1 It EL7:C0n57 Rev-A iS MODEL 84004619 OVAL WITH STORPI DOOR ss.pdf Verified By:Robert J.Amoruso,PE FL PE No,49752 Created by Independent Third Party:Yes Evaluation Reports FL17995 RI AE PER 19S4 Rev2 415-0705 ss.odf Created by Independent Third Party:Yes https://vAvw.floridabuilding.orgfprlpr app dtl.aspx7param=wGEVXQwtDquTiuhTg1(2%2bd3R%2b%2bN%2f8gOs9RCIoMU%2bfROgsg3ZdG]Xlw%3d%3d I I l 3/30/2018 Florida Building Code Online 17996.11 Series 9000 Series 9000 Non-Impact Insuring Vinyl Laminated Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17996 Rl C CAC EYR 9000 50 E330 plus5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/16/2019 .Design Pressure:+50/-50 Installation instructions Other: FI.17996 R1 iI ELD:0058 Rev-A IS gl1kDll(9000 DOOR 1IJ. STORM DOOR SS.pdf Verified By:Robert 3.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL17996 Rl AE PER 1954 Rev2 415-0705.ss.pdF Created by Independent Third Party:Yes 17996.12 Series 9400 Cottage Series 9400-W9 Non-Impact Inswing Vinyl Laminated Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FI.17996 111 C rAC EXR 9400 E330 pjU 5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/16/2019 Design Pressure:+50/-50 Installation instructions Other: RL1.7996 R1 IT ELD00059 Rev-A IS i40DEL 9400419 COTTAGE W.STORi•i DOOR ss.pdf Verified By:Robert 3.Arnoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports F1,17996 R1 AF PL-R 1954 Rev2 41S-0705 s.S.Qdf Created by Independent Third Party:Yes 17996.13 Series AFIF7N Series AFIF7N Non-Impact IS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17996 RI C CAC FXR AFiF7N E330 p us5 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/14/2019 Design Pressure:+38/-38 Installation Instructions Other: FI.17996 R1 IT ELiY.n040 AFTF7N-BFIF7N RevA SS.pdf Verified By:Robert 3.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports EI,.17996 R1 AE P=R 19�2 Rev7 41"5=0705 Ss.ndF Created by Independent Third Party:Yes 17996.14 Series AFOF7N Series AFOF7N Non-Impact OS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17996 RI C CAC F:<R AF0177N E330 p us5.pdf Approved for use outside FIVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/14/2019 Design Pressure:+38/-38 Installation Instructions Other: F1.17996 R1 TI ELIXn04].AFOF7N-RFO,—7N RevA s,WAr Verified By:Robert 3.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports F1.1.7996 R. AF PER 1957 Rev?, 415-0705 ss.pdf Created by Independent Third Party:Yes 17996.15 Series AV1F7N Series AVIF7N Non-Impact IS Steel Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No F1 17996 Rl C CAC FXR ANIiF7M E3?O n1ug5ypdP Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/05/2020 Design Pressure:+25/-25 Installation instructions Other: FL17996 R1 II FLi1i00d7 AV1F7N-BVIi-1N RevA ss.odf Verified By:Robert 3.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports I FL17996 R1 AE PER 19S3 Rev2 41S-0705 ss.ndf Created by Independent Third Party:Yes j 17996.16 Series AVOF7N Series AVOF7N Non-Impact OS Steel Doors Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17996 RI C CAC FXR AVOF7N F330 nlus5.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/06/2020 Design Pressure:+21/-21 Installation Instructions Other: FL17996 R3 It ELTX0040 AV0F7N-BVOF7N RevA ss.pdf Verified By:Roberta.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes https:/hnwi.flohdabuilding.org/pr/pr app_dtl.aspx7param=viGEVXQwtDquTiuhTgl(2°/`2bd3R%2b°/`2bN%2fBrjjOs9RCIaMU°/`2bfRDgsg3ZdGjXlw%3d%3d 3/30/2018 Florida Building Code Online I Evaluation Reports FI.17996 RI AE PER 1953 Rev? 4t5-07t75 sspdf Created by Independent Third Party:Yes 17996.17 Series BFIF7N Series BFIF7N Non-Impact IS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use'in HVHZ:No FI.17996 R1 C CAC EXP.BFIr71%1 E330 Dlus5.odf Approved for use outside HVHZ:Yes quality Assurance Contract Expiration Date Impact Resistant:No 09/15/2019 Design Pressure:+38/-38 Installation Instructions Other: FL17996 R1 I1. EI.iX0040 AFT 7N-BFIF7N RevA SS.Ddf Verified By:Robert].Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL17996 R1 AE PEP. 1952 Rev? 415-0705 ss.pdf Created by Independent Third Party:Yes 17996.18 Series BFIF7S Series BFIF7S Non-Impact IS Fiberglass French Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FI.17996 Rt C C4C E M BF 7F7S E330 nhts5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/15/Z019 Design pressure-+38/-38 Installation Instructions Other: FL17996 RI IT ELiX0046 BF7F7S RevA ss.pdf Verified By:Robert].Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FIJ7996 R1 AE PFR 1952 Pcv7 415-0705 ss.prlf Created by Independent Third Party:Yes 17996.19 Series BFOF7N Series 5F0F7N Non-Impact OS Fiberglass Door Limits of use Certification Agency Certificate Approved for use in HVHZ:No FL17996 RI C CAC ENR 13170M)C330 Dltj55,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/06/2020 Design Pressure:+30/-30 Installation Instructions Other: PL17996 Rt fr EI T_;017142 AFOF7N-OF0f7N RevA ss.pdF Verified By:Robert].Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports EI.179_.96 i? A au?4,--()705 9z.-P�F Created by Independent Third Party:Yes 17996.20 Series BVI63S Series BVI63S Non-Impact Single Inswing Door w/Fixed Ute Insert and outswing Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FI-17996 RI C CAC PR B1,1163S E330 r1us5.adf Approved for use outside HVHZ:Yes Duality Assurance Contract Expiration Date impact Resistant:No 12/17/2021 Design Pressure:+65/-65 Installation Instructions Other: FL17996 R1 11 ELIX00.51 BVI63S RevA ss.pdr Verified By:Robert].Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FJ,17996 R1 AF PFR 2244 Rev? .75- 701 ss_pdf _ Created by Independent Third Party:Yes Go to Page t) 10 Page 1/2' 00 Contact Us::26e1 Blair Stone Road.lailahassec FL 32399 Phone:350-487-1824 The State of Florida is an ANEEO 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 orrice by phone or by traditional mail.If you have any questions,please contact 850.487.1395.•Pursuant to Section 1 495.275(1),Flodda Statute:,effective October 1,2012,licensee:licensed under Chapter 455,F.S.must pmvlde the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email address=arc public record.If you do not wish to-supply a pcmcnal address,please provide the Department with an email address which can be made available to the public To determine IFyou arc a Ilconsee under Chapter 455,F.S:, please dick hr_,re. Product Approval Accepts: hNps:/hvvAv.floridabuilding.org/pr/pr app dtl.aspx7parem=wGEVXQwthquTfuhTgK2%2bd3R%2h%2bN%2f8r)0s9RCIaMU%2bfRDgsg3ZdGjXlw%3d%3d I 3/3012018 Florida Building Code Online Credit Card Safe .Z.�.�,x I I I • I I I I https://wanv.floridabuilding.org/pr/pr app_dtf.aspx?param=wGEVXQwtDquTluhTgi(2%2bd3R%2b%2bN%2f8QOsSRCIoMU%2bfRDgsg3ZdGjXkv%3d%3d I K b 1EII R DOOR & P�'r CO. c IIDIL �� 1�T0TT- 1V1CZI' (� T'�' T 0 - JIl ] L L•"r Yl'LSLNJ.S111 IED 1'_S-)1 TI[E1FJL DOME' BE INSTAILILATIOP4 ANCHORAGE gDRAWRI`�JG GENERAL NOTES: INSTALLATION NOTES: I.THE PRODUCT ANCHORAGE SHOWN HEREON IS DESIGNED 3.IN AREAS WHERE WINDBORNE DEBRIS PROTECTIOIJ I.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH S.MINMIUM EMBEDMENT AND EDGE DISTANCE EXCLUDE TO COMPLY WITH THE CURRENT EDITION OF THE REQUIREMENTS EXIST,USE OF AN IMPACT PROTECTIVE ANCHOR LOCATION, WALL FINISI IES,INCLUDING DUT NOT LIMITED TO � C3 u_ FLOMDA BUILDING CODE(FBC)EXCLUDING HIGH SYSTEM COMPLYING WITH THE FBC REOUIREMENTS FOR STUCCO,FOAM,BRICK VENEER AND SIDING. N x O VELOCITY HURRICANE ZONE AND THE DESIGN WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE 2.THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN I..� 0 0 PRESSURE(S)STATED HEREIN. PRODUCT HEREIN. ,ARE THE MINIMUM NUMBER OF ANCHORS AND I.IAXIMUM &INSTALLATION ANCHORS SHALL BE INSTALLED IN d. ? o�w_ SPACINGS TO BE USED FOR PRODUCT INSTALLATION. ACCORDANCE WITH ANCHOR MANUFACTURER'S r = r-" Ia.THE PRODUCT DETAILS CONTARIED HEREIN ARE BASED A.FRAME MATERIAL:ALUMINUM ALLOY G063-TS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL � '1 � k UPON SIGNED AND SEALEO TEST REPORT DALLAS DOOR PANEL MATERIAL!.09 MIL VINYL LAMINATED J.SHILL AS REQUIRED AT EACH INSTALLATION ANCHOR NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS W U3 �0_ LABORATORIES,INC.11,14278 AND ASSOCIATED GALVANIZED STEEL.0 I S'SKIN WI URETHANE FOAM CORE. AYITII LOAD BEARING 6HII.f(S).I,tA7t1A1U1J ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE O�--...444N SHIM SIZE OF 1141NCH.SHIM WHERE SPACE OF VIG INCH 'ANCHOR SCHEOULE'THIS SHEET. � a` U!!iF = LABORATORY STAMPED DRAWINGS. ICn 7.D'cSIGIaA710115'X'STAND FOR THE FOLLOWING: OR GREATER OCCURS.SI01.1(S)SHALL BE CONSTRUCTED Q l! C G H _ 3.ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING X:OPERABLE PANEL OF HIGH DENSITY PLASTIC OR BETTER. 7.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE � t3 a a E C v OR STEEL FRAMING AS A IAAIN WINO FORCE RESISTING O:FIXED PANEL MUST BE MADE OF CORROSION RESISTANTMATERIAL W O -01— ' SYSTEM CAPABLE OF WITHSTANDING AHD 4.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTANT COATING, NN p L.) TRANSFERRING APPLIED PRODUCT LOADS TO THE H.HARDWARE: 14GA.MINIMUM STEEL FRAMING SHALL.BE AS SHOAVN INO2 FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER A. HALF HINGES:(4)GOn3•TG EXTRUOED ALUI.tlllUhl 'ANCHOR SCHEDULE'THIS SHEET. O OR ARCHITECT OF RECORD. 0. LATCH LOCIC KEYED C. DEADOOLT:Slt LECYLINDER Qr^-� N•+tD p�C cZ .).1XAJ02Y.BUCKS(WHEN USED)SHALL BE DESIGNED AND I---I Pg'sz ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 9.SEE SHEETI FOR DESIGN PRESSURE CHART. q LU STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 'i- RECORD. I—t F+t 1 � atj z"a 4.TILE INSTALLATION DETAILS DESCRIBED HEREIN ARE s (� GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS I--t 3 rPVL FORASPEGFIC SITE.IF SITE CONDITIONS CAUSE OISTALLA710N TO DEVIATE FROM THE REQUIREMENTS W DETAILED HEREIN.A LICENSED ENGINEER OR ARCHITECT - I SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. ANCHORSCHEDULE DOORFRME MANUFACTURER EDEE ANCHORCAPAC(TIES DESIGN PRESSURE FLA71MG(PSFI IMPACTRA7114G SUBSTRATE TYPE SIZE AND/OR ELI(IN) NT DISTANCE TYPE SPECIFICATION (IN) (IN)IRrI BASED ON WHERE WATER OJFILTRATIOH AYHERE I'/ATER.Ts.INFILTRATION SHEET REOUIREMENTISHEEDED REQUIREMENT IS HOT NEEDED NONE N1N.3 •• r40,o/•45.o NETAL/STEEL THREADS J.Amotu:o,P.E. ASM1E 01B.6:i T NJN.33 VSS)YIELD Robert TUBING 14 GA FII4(Z•BAR) PAN HEAD NO.B PAST INSIDE 3/0' FL P.E.No:49752 MN. (TAPPING SCREW) STRNEGTH '•UNIT MUST BE INSTALLED BENEATH Ali APPROVED OVERHANG SURFACE OF THICKNESS SUBSTRATE TABLE OF CONTENT ANSI B10.6.1 (NpODSCREAM MOD 4%ITHAMNIIJUA4 �;�-16�•J`: SHEET DESCRIPTION 2XVACOD XINCOD FW(Z-BPR) PAN HEAD NO.B OR 1" trz' SPECIFIC FRAMING AShC-B1E.6.4 OA2. I GENERAL AND INSTALLATION NOTES (TAPPINGSCREIM Digitally sigma by fbbart J. 2 ELEVATION, ANCHORING LAYOUT I:OTEs: Amoruso ON:en=Robert J.Amoruso,o, 3 VERTICAL CROSS SECTIONS 1)FORYlOODCRTAFRKG SCREWS IFSFLITTNGLSA CONCERN,DRLLO.002'PLOT HOLE(ORLL SLE 45). gnsa�'�'T =PCProducl Design Group, HORIZONTAL CROSS SECTIONS 2)EDGE OSTAIJCE AIGSUREO FRO.m ErMER SIDE-OF ANCHCRTO EDGECF SUBSTF TE robert6'IctQrp.com,c=US le:2015.00.05 09:4955-04'00' O o n 35 11/10'MAX.O.A. FRAME WIDTH e u 34 3/4'MAX. G., a DOOR PANEL °N _ 10 AfAX. WIDTHO.C.(TYP.) - _ 4 B D 3'MAX.[TYP.)—'I I� I I-.—3•MAX.(TYP.) � c 3 3 N 4 H JE a a•MAX.(TYP.) o F t--� _ N O x a d �_ G uw LOCK ASSEMBLY(REGULAR DRIVE-IN) t0 MAX. m �o}x _ c - 70 3l4' 76 31A• `Y a IS LOCATED APPRDX,38'ABOVE O.C.(TYP.) W N o MAX,O.A. MAX- O E BOTTOM OF DOOR LEAF AND THE DEAD FRAME DOOR I 4 00LTASSEAIOLYAPPROX.42'ABOVE X HEIGHT PANEL 0 BOTTOM OF DOOR LEAF,SEE STRIKE O a c0 HEIGHT DETAILS TIi1S SHEET w rap -•o TI42' rrvy R,m ZodZ ' 30' 34.1dAX. W n i-� Z:5 r 2 CnP) t•MAX.nAX(TYP) Q w n Z HALF HINGESW/ { _ Q Q C3 q 'r•' AB X 314'SCREWS ��yy _� ( B- SILLANCHORSPACING L.y spy A C (TYP.) SAME AS HEAD SPACING 3 3 ANCHOR LAYOUT t—r y"��• L•XTEItlORVIE1V t"� g #• ip�• ELEVATION EXTERIOR VIEW ANCHORING NOTES: I r 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13. RahcrlJ,Am rusa,P.E. a I I f18 TAPPING SCREW. ANCHOR SPACING VARIES,BUT NOT TO EXCEED FL P.E.No.49752 I I SCREW MUST BE OF 10•MAXIMUM D.C. f10 x2 1f2'WOOD DI itall sl ned SCREW I '� SUFFICIENT LENGTH TO 0 y 9 max t12'_1 I I PENETRATE(3)THREADS 2. G11NIA1UId NUMBER OF ANCHORS IN HEADAND SILL hyRobertJ. MINIMUM STEEL IS 7.ANCHOR SPACING VARIES,BUT NOT TO ,w'li, r4norusa SCREWS TUBE. EXCEEDI0•MAXIMUMD.C. �«�`�«,;,��_ DN:cn=RohcrtJ. •� 9 ill,..,nu i-G;Arnarusa,0, GNl'lLY DUUIt Design Gmup, ENTRY DOOR `:^'"-° STRIKE ;odd«,;,, email=roburlCp� STJ ICEDHETAIL c•carp.c0m,c=u_ IYnna FlUsir quus-mm;' +�rs:r.morn:sunrrusn Datc:2015.OB.05I 09.50.00.04'DO' I'MIN.EMBEDMENT 98 WOOD SCREW W �` INSTALLATION A14CHOR •� 2X WOOD FRAME ul (BY OTHERS) �� THREE(3)THREAD 112`MIN. MIN.PENETRATION t18 TAPPING SCREW G c SEALANT TAPE TO BACK EDGE DIST.SIDE OF MOUNTING FIN / INSTALLATION ANCHOR P.o ! SEALANT TAPE TO BACK 318'MIN. or c SIDE OF MOUNTING FINEDGE DIST. n 114 MAX SHIM L p 1 INTERIOR \ , .MIN.SQUARE Ilnfl STEEL TUBING(BY N N OTHERS) U a v lu,1 ilalii'� 0, p Mr., N 0 X EXTERIOR INTERIOR as 3� c 'K'I E-� vso to a 6 i (S.� umi Sop y I O f �t W JV In R'DFL wo ne _ S T a� tz WIAuCTRAO VERTICALSIrCTION tA SI•ELLTUBING SUBSTRXrL T"woD v-jh: !R j=> y 0i q J �..r 1bt'1 EXTERIOR INTERIOR Ii{:'uJ7 r'M'^I EXTERIOR INTERIOR I 1{I �act) 114"hW SHIM „_ 14 GA.MIN.SQUARE r 'y STEEL TUBING(BY Si I OTHERS) 1 Roborl J.Amoruso,P.E. SEALANT TAPE TO BACK FL P.E.No.•19752 SIDE OF MOUNTING FIN 112'A11N. t EDGE DIST. / 318'MIN. � Digitally signed 2XWOODFRAME i� SEALANT TAPE TOBACI< / EDGE DIST. byliobertJ. (BY OTHERS) SIDE OF MOUNTING FIN/ ���.,,, rinloruso q•S�i DN:cn=Robe,l J. U8 TAPPING SCREW ,,,.uu�+ Arnomsu,o, I'MIN.EMBEDMENT ;:8 WOOD SCREW THREE(3)THREAD INSTALLATION ANCHOR -jam INSTALLATION ANCHOR MIN.PENETRATION I (l,!'l'' ��.ou=PiC coup.t f Dezlgn Gsoup, email=tobertcspl A V —1C L Sin TTION O VERTICAL SECTION " "" Date:2cnm,c.us ST'EEL'fUBING SUBSTItri'fE Date;2015.OB.05 09;541tl•Od'00' ` a o . 114'MAX SHIA1 114'MAX SHIM c 1/2'MIN.EDGE DIST. 112'AIIN.EDGE DIST, 2X WOOD FRAME 2X WOOD FRAME (BY OTHERS) o 4 (BY OTHERS) t c #8 WOOD SCREW 1018 WOOD SCREW u INSTALLATION ANCHOR INTERIOR INTERIOR INSTALLATION ANCHOR t 46 X 314"SAIS 0 01 ��♦�\\.\\\,.ili ,n:l:?•taiut.lca....-w:.,!:+:..u.::"t .u: ."t «:c:...t i t� .J. ::n.u:^"eitr�tir •I EMBEDMENT U C �u \• �'• icaltc„ci?:,:,,,..r.15ir..r..;1iF":u n`r,,T;n"fuT::�nrla`du¢ui<r' "MIN. :.,.IQ �`\.::♦♦':i;ii;:r:..,:r r..rr;?r•7 i::i.:ri;iifkio,":r,v ••••" uc.- T.-•: •e! .mC•. � N V W `� . EMBEDMENT '�T' —� '�• =4 ��'- ! C em7 HO? SEALANT TAPE TO BACK EXTERIOR EXTERIOR SEALANT TAPE TO BACK W 0 SIDE OF MOUNTING FIN ��+t ''m ~ En SIDE OF MOUNTING FIN �-r c, tiL w x to L7 aN �~ K a rn i; a� jw�h J O HORIZONTAL SECTION 0 � C HORIZONTAL SECTION r WOODFRAMB5uL1STRXI'E 0 �0 WOOD FRAMGSUBS]RATL' o >?±r Q r Jam_ F �• Ca OS, q F�� n- �C!jaG U, _ r 14 GA.MIN.SQUARE 14 GA.MIN.SQUARE STEEL TUBING(BY STEEL TUBING(BY W = t = 318'MIN.EDGE DIST. OTHERS) - OTHERS) I 3/8'MIN.EDGE DIST. - - — - INTERIOR INTERIOR lib TAPPING SCREW ff8 TAPPING SCREW Tr8 X 3f4'SA1S INSTALLATION ANCHOR INSTALLATION ANCHOR '.t:\ ♦�\� rt!'1i!G ;{LL!f:tFi�!PT el!;~1'M i17rLi?�^'�i i?''iir2l,L:liiiii�'ill!i�'{l �'•' n:iq r-• . V. \\ \ ♦ \\ Jt n, i c:1 c t Jb u th t ..EMI .)Il,t!1Jt!Iilhtl:Il!..,> al.rl6r!I;iti.!:J!i'!L.JI' - THREE(3)THREAD r THREE(3)THIS D MIN.PENETRATION AIIN.PENETRATION - "Robert J.Amoroso,P.E. SEALANT TAPE TO BACK LA EXTERIOR EXTERIOR FL P.E.No.49752 SIDE OF MOUNTING FIN SEALANT TAPE TO BACK o•SO+r 4w SIDE OF MOUNTING FIN y' w nns�u O HORIZONTAL SUCTION i G HORIZONTAL SUCTION H STF_L-LTUDINGSUBSTRATL' Digitally signed by Robert J. STEEL'fUDI USU05'f1A1TC Amaruso DN:cn=Robert J.Arnaruso,o. ou=PTC Product Design Group, email=mburtt:pte�carptom,c=US Date:2015.0405 0150:29-04.00' "- _Z r 'i.-) Ely Ely �fm j/ ' l>=. i BCIS Home Log In I User Regtstratlan ; HotToplcs Submit Surcharge Stats&Fads i Publications Contact Us BCIS Site Map Unks Search Florida • _ Product Approval iu USER:Public User product Anproval Menu>Product or Application Search>[pprlcation Ust>Application Detail FL# FL21450-RS — Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Janus International Group,LLC. Address/Phone/Email 135 Janus Intemational Blvd. Temple,GA 30179 (770)562-6135 Ext360 curls@janusintl.com Authorized Signature Curtis Schroeder cults@janusintl.com Technical Representative Curtis L.Schroeder Address/Phone/Email 134 Janus Intemational Blvd. Temple,GA 30179 (770).562-2850 Ext 360 curls@janusinti.com Quality Assurance Representative Chris Meyer Address/Phone/Email 135 Janus International Blvd Temple,GA 30179 (770)562-2850 chris.meyer@janusintl.com Category Exterior Doors Subcategory Roll-Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed(Florida Professional Engineer Evaluation Report-Hardcopy Received i Florida Engineer or Architect Name who developed the John E.Scates Evaluation Report Florida License PE-51737 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Kurt Dietrich PE Validation Checklist-Hardcopy Received Certificate of Independence FL21450 R5 COI Cert of Ind Scates 2020s.pd i I Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2012 ANSI/DASMA 115 2012 ASTM E330 2002 Equivalence of Product Standards Certified By i Sections from the Code • Product Approval Method Method 1 Option D Date Submitted 08/12/2020 Date Validated 08/12/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Date Revised 12/16/2020 SummarV of Products FL# Model,Number or Name Description 21450.1 Series 1100 Series 1100-26 Gauge Door Assembly Max Size:8'-8"x' 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL21450 RS II T1012 RevD s.pdf Approved for use outside HVHZ:Yes Verified By:John E.Scates PE-51737 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+24.4/-27.0 Evaluation Reports Other:Not for use in High Velocity Hurricane Zones FL21450 R5 AE EvalRept Mode1750 1100 r5s.pdf Created by Independent Third Party:Yes 21450.2 Series 1100 Series 1100-26 Gauge Door Assembly Max Size:30'-0"z 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL21450 RS II T1013 RevD s.pdf Approved for use outside HVHZ:Yes Verified By:John E.Scates PE-51737 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+19.4/-22.7 Evaluation Reports Other: FL21450 R5 AE EvalRept Mode1750 1100 r5s.pdf 0 21450.3 Series 3100 Series 3100-26 Gauge Door Assembly Max Size:20'-0"x 20'-0" Limits of Use Installation Instructions Approved for use In HVHZ:No FL21450 RS II T1015 RevC s.Pd� j Approved for use outside HVHZ:Yes Verified By:Jahn Scates FL-51737 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+40/-40 Evaluation Reports Other: FL21450 RS AE EvalRept Mode13100-IM r5s.pdf Created by Independent Third Party:Yes i e51 0 0 011 g o y x ze. 20'-0" Limits of Use Installation Instructions j Approved for use in HVHZ:No FL21450 RS II T1O16 RevA s.pd Approved for use outside HVHZ:Yes Verified By:John Scates FL-51737 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+42.5/-45 Evaluation Reports Other: FL21450 R5 AE EvalRept Mode13100-IM r5s.pd Created by Independent Third Party:Yes i 21450.5 Series 3100-IM Series 3100-IM-Impact Resistant 26 Gauge Door Assembly Max Size: 16'-0"x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL21450 R5 H T1016 RevA s.pdf Approved for use outside HVHZ:Yes Verified By:John Scates FL-SI737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+42.5/-45 Evaluation Reports Other: FL21450 RS AE EvalRept Mode13100-IM r5s.pdf Created by Independent Third Party:Yes i 21450.6 Series 3100-IM Series 3100-IM-Impact Resistant 26 Gauge Door Assembly Max Size: 14'-0"x 20'-0" j Limits of Use Installation Instructions Approved for use in HVHZ:No FL21450 RS II T1015 RevC s.pdf Approved for use outside HVHZ:Yes Verified By:John Scates FL-51737 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+40/-40 Evaluation Reports Other: i i i i r , FL21450 R5 AE EvalRept Mode13100-IM r5s.pdE Created by Independent Third Party:Yes 21450.7 Series 750 Series 750-26 Gauge Door Assembly Max Size: 3'-0"x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL21450 RS II T1000 RevF s.pdf � Approved for use outside HVHZ:Yes Verified By:John E.Scates,P.E.51737 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+35/-45 Evaluation Reports Other:Not for use In High Velocity Hurricane Zones FL21450 115 AE EvalRept Model750 1100 r5s.pdf Created by Independent Third Party:Yes 21450.8 Series 750 Series 750-26 Gauge Door Assembly Max Size:V-0"x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL21450 R5 II T1001 RevF s.Ddf Approved for use outside HVHZ:Yes Verified By:John E.Scates,P.E.51737 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+19,9/-24,4 Evaluation Reports Other:Design Pressures listed as a test width of 6'-0".For FL21450 RS AE EvalRept Mode1750 1100 r5s.odf pressures vs.widths,see table,sheet 1 of 2,dwg T1001.Not Created by Independent Third Party:Yes for use in High Velocity Hurricane Zones, 21450.9 Series 750 Series 750-26 Gauge Door Assembly Max Size:8'-8"x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL21450 R5 II T1002 RevF s.Ddf Approved for use outside HVHZ:Yes Verified By:John E.Scates,P.E.51737 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+24.4/-27.0 Evaluation Reports Other:Not for use in High Velocity Hurricane Zones. FL21450 R5 AE EvalRept Model750 1100 r5s,pd Created by Independent Third Party:Yes 21450.10 Series 750 Series 750-26 Gauge Door Assembly Max Size: 10'-0"x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FL21450 RS II T1003 RevF s.Ddf Approved for use outside HVHZ:Yes Verified By:John E.Scates,P.E.51737 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+19.4/-22.7 Evaluation Reports Other:Not for use in High Velocity Hurricane Zones. FL21450 RS AE EvalRept Mode1750 1100 rSs.Ddf Created by Independent Third Party:Yes I 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:B50487-1824 The State of Florida Is an AAJEEO employer,Copyright 2007-2013 State of Florida.::Privacy Statement::AccesslblON Statement::Refund Statement I Under Florida law,email addresses are public records.Ir you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity,Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 050.487.1395.-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:Thelemalls 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 dick hee r—. Product Approval Accepts: ,.�-nY• ECCc2� ®v. Credit Card Safe I i HEADROOM REQU REVISIONSIRED REV DESCRIPTION DATE APPROVAL ORACCETETuawENr (T �+�� nATIONLs7A' N'DeN x`�wroou ,"�`„ at - DRAWING RELEASE 428-te CS COOtXLA GMT, tDCICOEWALTSCnEW80LT..1'1X 73'1•LONO FOR NANOOW P&RATK IONC T-W A A@Ia TWe Fa NanMpa4WndL WRtlnp� �9-18 SR WOOL UOBOLT;>2 XT LONG FOR OUTSIDE OF CHAIN DETALA OVEAALL 87EF1 HIXDOLT.GRS,L610%1-tA•LONO FOR TO-RI IOEOFCNAIIJDRTV WN Ttwt m. m B Editorial Changes 7-30-19 SR NOTE RXINTSmE0i1NE tJKNM Xa WASROOAL eARRLIAssEMaLr D,TB C Add 1850&1850-IM 0-7-2020 CS NEAOaODY �sr 67T 2C-0'ME%WALL OPEMNOVIIDTH Sam- 21• 7r TO' (CLFM OPENING) l7 RP . _ . new � 21 tQ a 7YP 33' .. MEAORODM owt i wt a a FORYtaTitCALL14 BRALTQ:T �59' � DOtgLL'1M•O TOYU mLTWtM a,.E„ f]IRTAM PANEL LDaOHONUT1-TIOI AT EACH Irp 1 a a - .1"B�OR1 W 1. rrsR EDN wme amy HEAD STOP •r .Otfi'MN ASTIIABLIWd LOCATED tr Lux 0.0 . 0vrn FYw m FORNDRUW Vtls4 1f4 a a _ 000eLEUVOTIOVUBMT lMRll � AT WOCILGFANfAEBFIOD 2ae GUIDE ASTMAB530RL0 LNCCOATEDSTEEL OOL7 LOGTED t>•f51DYD01ElY (9TEELJAMBe) GUIDE PRE-PAINTED WITH FULL COAT OF PRIMERAND ANO YC WX4CTEA!'AFTTA WlxAFITEFat® BAKED SI00010ZE0 POLYESTER FINISH COAT mNME NLY-GARODF BLOCKJAMBS 20CACURTNNOErAR S1TRAlE IO-0-MAX BIDE LOGt WALL OPENIHO RvrpNALATFAT3t END) Npp„ ALLOWABLE TRANSVERSE DESIGN WINO LOADS ALLOWABLE TRANSVERSE DESIGN WI NO LOADS (CUEAROPERao) NON-IMPACTRATED SERIES 185063100 DOORS ONLY IMPACT RATED SERIES 1850-IM 33100.1M DOORS ONLY 24 OA (PSF) AS1w1DAL (PSFT tAerrEAC TOAD) re �RT'v'T MAX OPENING DESIGN LOAD DESIGN LOAD OPENw OPENING POSITIVE NEGATIVE MA7( MAX DESIGN LOAD DESIGN LOAD mums WIDTH WIDTH PS PS OPENING OPENING POSITIVE NEGATIVE rXT-vrx.mraw+..A1 _ WIDTH WIDTH (PSF PSFAy �� 20'-0' 68.0 SILO 14'-0' 2V-W 1 40.0 40.0 FY My 9'-0' 2W-O* 61.0 01.0 �Tw+WDTM 1w-o* 20'-0' 55.3 55.3 ALL AE SMA LL BE 00MU PAR AsseM 1r-0• 20'-0 50.5 so.s -M MSTEEL FY•33 KS1 erLVANUED eLY _- it MW 20'-0' 46A 48.4 PERAs7N'�am BarroMBARASSEMBLY 13'-0' 20'-0• 42.9 428 t�0 \ /� SIDE VIEW INSIDE ELEVATION 14'-0. 20'4r 40.0 40.E r�t� t \\\\\O'I`�ae a •��SL 15•-0' 20•-0• 3s.6 E. Digitally signed by John Scales P.E _� ;••No.51737•• .. 1V-0• 2D-W 320 320 .� Date-2020.08.1111:0133.05'00' _ ,I r' J = I --�- 1T-0• 2G-0• 29,0 28.0 t.He �-aam---I *;' * i Q• uat I "�D�^Are Duae Jahn E.Sealoe,P.E. -a. STATE OF ` p �iR uer nAaDtENm"ros.Lu 18'-0' 20'-0' 28.4 244 2560 lrwisrlUc TX 75056 Arthur d,Ste 12454 %P0� A�OR10V.•\��'um°°FUBTu°I'°a"'DL) 19'-0' 20'-0• 24.2 24.2 / O \ Ltll�]1 RTAI 1 --r zD-0• zm-0• 283 22.3 Professional EnBln noes BDal provided mry for ,j/'R����NA- ��`a\\ 1. vedOGalton of wind load construction datalls. -� tt,t. THESE CONRDENIIAL DOCUMENTS SUBMITTED BYJANUS CONTAIN INFORMATION OFA PROPRIETARY NATURE JANUS INTERNATIONAL GROUP,LLC. AND MAY NOT BE REPRODUCEDOR USEDTO MA NUFACTUREANYMNO IN PART GRIN WHOLE FORANY PURPOSE OTHER THAN THAT WHICH 13 NECESSARY FORPREPARATION OF 6109 OF ENOINEERNOWITHOUT 135 JANUS INTERNATIONAL BLVD TEMPLE,GA 30179 aL THE EXPRESS PERMISSION OFJANUS WHICH MAY RECALL DOCIMENTSATANY TIME 770-582-28501FRX 770-562-2264 m „� aaoX r>a ©2018 Janus Intemalional Group,LLC.All Rights Reserved UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES.TOLERANCES LISTED BELOW. CERTIFIED WIND LOAD RATED 26 GA or%JEA APPROVALS DAIS' 7LT&I -� wrFal DECIMJLL FRAcnor+s ANGLES HOLE DIAMETEas SERIES 1850/1850•INI&3100/3100-IM DOORASSEMBLY UFLUD 7-� m m X>OC •f-0.030• M-1116• H-0.37 UNDER 0.251 •ate SCOTT ROBILLARD 04-24-18 .,ee �auAOtw stoT X)m N-0.005'�� a3 � ,� Kam0.261-O,Soo �Dm CURTSCHROEDER 04-24-18 I T1015CVAN0.0 1'ht01Pi OVER0.600 -aB�m SEE SHEET 2 FOR NOTES 'ts' CURT SCHROEDER 04-24-18. NONE SHEET:1 OF 2 GENERAL NOTES �IN' REVISIONS 1.THIS ROL"P ODOR SYSTEM HAS BEEN SUCCESSFULLY TESTEDACCARDING (344a) REV DESCRIPTION DATE7OTHE UNIFORM ST ADCARPRESSURE TESTPERANS00ASMA lot,THE LARGE EA,RRG OONCREmyyB OV AL MISSGEWACTTESTANDTHSCYCUCWINOPRESSURS LOADING TESTPER APPRCS AN6AASMA 115,INAN INOEPENDEHTTFSTING TAB CONFORMHOTOTAs 001B, W E�G9n%O RuavDLaxJwe A AdOW roEU FmRa*ImpoaYAM Lum R.FDw B-09-18 SR 2 DESIGN LOAD.•40.0 pSF ATt4'WtDE •} DEYMLTSOTEWaMT. C Add 1860t&1850-IM Changestorial SR '10'0 8.7-2020 CS srx.•rtcacwx •!' W.NN EMBFDLOITOF a.VALID LOADS FOR BINDING OPENINGS SHALL BE DETERMINED BY A PROFESSIONAL ENGINEER USING ].171N B/SSIAME)WL taam APPROPRIATE WIND SPEED AND DESIGN CRITERIA.THIS ODOR MAY BE USED WHERE THE DESIGN LOAD FJaaNI000YO't7O wn� MEETS OR EXCEEDS THEDESIGN LOAD FOR THE BUILDING OPENIN(L 4 M.SUPERIMPOSED LOADS ON THB JAMBS FROMTHIS DOORARE DESIONEDAS ISARD VYHERERL O CDMRACTOR95HNu.vEaFYAOEDUACY OF OURDIN057RUC(URE70MSISF SUPEPoMP04EO lAA0.9 V; T CURTAIN CURTAIN D S ALLWELONG SHALL BE PERFORMED BYOUALNFIED WELDERSINALCORMNCEW"HA.WZSPEOFICATKWS, tQ, Wi W7IVOLDOp ATTACH D IATEBT EDMON.)ILL VVa=G ELECTRODES SHALLCONFOFW M A.W.S.Ail CRAOE E-70. Sam FACN LISOUr RMET6DNCl:OATED RNETSLNCCOATLL DJaH B.DOORS SHALL BE PpOARED WITH L OCKMECMNISMl AT THE OPTION OF THE OWNER. DPO.Iw Y.1D111 7.ALL BOLTS AND WASHERS S/Ull BE GALVANIZED OR STAINLESS STEEL W17HA MINIMUM TENSILE 6TTErNij tAr�GENDTltRNEx '4y4' WaIDll)OD OLwFRTOTIIFA OFSO ILA. CURTNNBNEBT mRMDATIv4 O DC ASry A6M�T7%�y$T 5,DESIGN EASED ON UNDERWRITER LABORATORIES TEST REPORT NO.7VNO74M014a7N41q—t NIDTH.aYY Inv.tlmnirCwuv¢ MTLN NIMIAMGGa FACED BLIKILUFae9 CQKRETSJAMOS S.ANCHOR NOTES: INGUmmo1MTRHONN RMI_DMOe 41DIILff 6NONN pDL Yu iviuN. W� A.EMBEDMENT LENGTH DOES NOTINCLUDE STUCCO FINISH t> 1tM WRrnLIgtA , 0.FORHOLLONMASCNRY.FDLALL CELLS d ANCHOR WITH 12000 PSI MINIMUM GROUT, 11REE W mTnTPAubnn a ANCHORS SHALL SE GL4TALLED IN ACCORDANCE WITH MANUFACTURERS SPEa9CITIONS. nro NH N•gtF1P DaaMD b4NVMY.IIltm1 W]OOo D.2500 PSIMINILUM CONCRETE FOR CONCRETE JMIBs • 10.DOOR OPERATION TYPETO BE PUS"P.RAND CHALK OR ELECTRIC. NOGG JAMlt 90UMOW RHE 4W' � PMOAOUT. ISa4II4M00 (i4.O La4o0 11.CUIOETOJB ATTACIaBEGIN 4-TPA9TENER9 BEG FROM B POOR AND BELOW TOP OFTHE WALL OPENING. t2.TWO"WALL OPENING SIZE 14'-TX10-V.AM 41N• LAG BOLTW%r ®caa)wl SELF WfXf4 •. SCREW 1fM" W CO.CLIAX VT•7l0(RF) VY.I00(RFI 100TN LOCATIONS) r 1AIO r r M , l CURFAt1 DIMFA01 GFGQN9 1 WNOLODL9 ATTACH Np10LOD(S ATTACN I WAG�ET wEIDt¢IRpWEPAnfFD IO' WmIa EACH 116'D WMn1a F/,CNLON IQ RA'ET&DNC COATED FIVE CGOATIA OPEMNOWDTH ODYIIAm�g ` DDEYRn YNIDJxaLD EVMRDn[N 4L4' WVDLOCADL\'[RTOnaA vV,.:im1PlF) CURTAIN C)RTMN va-lw7(irtlinj CUNdRNSHEET wesmAttw r \\\111111r/// MOAN.a3'4• 14" WOOD VY-a00(PIFT W-7wfPLF) LH DUO)s uowr DtONH RH aIADEMwNNisTtoA•N \\\\\O��C6 Nd�t�S,//i IxMNCBEterRLLEDeLLICIf)WIDDOJAMB9 � - � \:V� F`•a i 14LH LRIIGeMWNF 6NOMN RMIWf_[w.U�Ng-p—I _ I No.51737 , SUPERIMPOSED LOAD DIAGRAM John E.SOLIDS,P.E. �.p t� STATE OF 2560 lang Arthur Blvd,Ste 124.54 ��•j1 �� LDWMvBIc.Tx75a56 O,a• p•.• t'\ GUr HOLE FL PE 51737 .w.�0a1. UN .e•• ® Professional En Inooes goal provided on for 710WiEss venGtallenofwlndloadinns uctlondotalls. • <: THESE CONRIDENTW E SUBM ITTED JANUS INTERNATIONAL GROUP,LLC. HORRIDWAL AND MAY NOT BE REPRODUCED OR US®TO MANUFACTUREANYRONO IN PART OR IN WHOlEFORANY m gLDr r PURPOSE OTHER THANTIIATWHICHISNECESSARYFORPREPARATIONOFBIDSOFENGIN♦EERINGWITHOUT 135JANUSINTERNATIONALBLVD TEMPLE,GA 30179 I-LTHE EXPRESS PERMISSION OFJAMMS WHICH MAY RECALL DOCUMENTS ATANY TLNE 770-582-2850/Fa)i 770.562-2284 4' r A UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES TOLERANCES LISTED BELOW ©2018 Janus InterneBOnal Group,LLC.All Rlghls Reserved —� CERTIFIED WIND LOAD RATED 26 f:TA, t40ANMMUMaTEE1 Dart 4' DECIMAL FRACTIONS ANGLES HOLEDIAMETERS APPROVALS DATE SERIES 1850/1 B50-IM&3100/31 00-IM PHCODEMOLMTSLIDMI , w+rnErrAFnlEotuoatfNooD awes X70C N-0.030' ./•71ifi• +1.0.30' UNDER 0.251 SCOTTROBILLARD 04.24-18 DOOR ASSEMBLY PN GMD640lPRW01111 )L)DG( •1-0.005' '0'000 DurTcwAORh taaA.IO fIETM 0.261-0.600 :GD.'0011 GNOE YOUNTM CURTSCHROEDER 04-24-18 B T1015 C L OVER0.600 '0.we CURTSCHROEDER 04-24-78 NONE SHEET'2 OF 2