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REV-16-2565
afictli(0 . LAI BUILDING Miami Shores Village Building Department 10050N.�E.2n^d[`Avenue, Miami Shores, Florida 33138 T e fl i�lr rni F7� A Civ F1�A�S �p7sQm�,9%2 PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: City: 62-4949 FBC 20 i(4 r Permit No. 4G— (— l6 - P\EN \ (o- Z(° Sub Permit No. ❑ ROOFING 2DREVISION ❑ EXTENSION ❑ RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP DRAWINGS CONTRACTOR 11€ N) 103 Miami Shores County: Folio/Parcel#: 11310102.2_0030 Miami Dade Zip: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: NO X BFE: FFE: OWNER: Name (Fee Simple Titleholder): EA h ORR NG t" fit✓ Phone#: (9€) 2'i } ,cZ4.rp Address: 1152-4 SW . 67 City: State: 'F L Zip: 33 0-3 Tenant/Lessee Name: U tCcAgr Phone#: Email: CONTRACTOR: Company Name: �Ark)14.,t' " ocel.. 6`'cg co? Phone#: C4a q 2c0.--ict6s Address: 9110 }'comI (JV3C. 40 &OD #/o 4' City: > iJ f"(,I` State: ��`' Zip: -�142� Qualifier Name: -FN PJ CAT&C• R,)Of Phone#: *486 26a O gni GCS 151 5350 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace E Demolition Description of Work: C44.13G — woe sok- R,2- Po Specify color of color thru tile: ^� Submittal Fee $ Permit Fee $ —ts ' Q CCF $ CO/CC $ Scanning Fee , C Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ c'`' TOTAL FEE NOW DUE $ C✓J`f 9, (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv - . .. ion will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged1)��before me this _16_ day of t/2,6 AI , 20 1 , by DA1.(t c— ICOVOleitOrkrwho is personally known to me or who has produced DV-iVcZ.' identification and who did take an oath. NOTARY PUBLIC: Sign: as Print: Sea (407;1:3913-0153 MONICA M PEREZ MY COMMISSION #FF131459 EXPIRES June 10, 2018 Floridallota rySe rvice. com Signature NTRACTOR The foregoing instrument pwas acknowledged before me this tc day of T , 20 1 by c(24:1-jaa C 1 ►t /4i... i , who is personally known to me or who has produced Pt S (42 as identification and who di. take an oath. NOTARY PUBLIC: Sig Print: Seal: 1(YlOni eo& ?eirr. Q **************************************************************** APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review ******** Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name Florida Building Code Online BCIS Home ; Log In User Registration I Hot Topics Product Approval USER: Public User Page 1 of 3 Submit Surcharge j Stats & Facts Publications FBC Staff BCIS Site Map Links 1 Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14569-R7 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 0 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Subcategory Exterior Doors Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) •• ••• • • • • • •• Equivalence of P'�oduct St:nda6d1 Certified By • • • • • •• ••• •• • • • •• Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 • 000 • 0041 • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • Product Apprgvo? Metsiod • •• • • • • • • •Method 1 Option A Date Submitted •11/11/2015 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2f... 9/16/2016 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved Summary ofProducts 11/13/2015 11/20/2015 Page 2 of 3 Model, Number or Name Description 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Product must be installed per manufacturer instructions as stated on drawing 3W0509-03 Certification Agency Certificate FL14569 R7 C CAC NI006255-R7 Certificate.pdf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II ZJQSQ9 Q3 installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3392.pdf Created by Independent Third Party: Yes 14569.2 Contours Steel, Wood Edge Full Lite Door, Inswing, 6'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Certification Agency Certificate FL14569 R7 C CAC NI006255.02-R3 Certificate.pdf Quality Assurance Contract Expiration Date 06/30/2019 Installation Instructions FL14569 R7 II JW0509-04 In"ta'IatiQn.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FI -14-562._R7 EiL_ 1?.i_R33.93 ;,pdf Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Certification Agency Certificate FL14569 R7 C CAC NI006254-R5 Certificate.odf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II 3W0509-01 SS 2015-07-02.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.pdf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R7 C CAC NI011062 N1011062.01 Certificate,odf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R7 II 3W032012FL Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321.pdf Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R7 C CAC NI011061-R1 Certificate.pclf Approved for wie cie tyde He/HZsYes• • • • Quality Assurance Contract Expiration Date Impact Resistant: Yes* • • • • • • • 04/30/2020 Design Pressii‘e: +4a45• • • • • • • • Installation Instructions Other: • • • • • • • • • FL14569 R7 II JWO72012FL Installation,pdf • • • • • • • • • • • • Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports • • • • • • • • • • • FL14569 R7 AE PER3322,pdf • • • • • • • • • •• Created by Independent Third Party: Yes •• • 14569.6 ••• .• Contours Steel, Wood•Edge • Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" Limits of Use Approved for u • • e in HVHZ: Yes • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • •• • • • Certification Agency Certificate FL14569 R7 C CAC NI011082-R1 Certificate.pdf https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2f... 9/16/2016 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R7 II S-2104 Instailation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3398.Ddf Created by Independent Third Party: Yes 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/out Sidelites, 8'-11" 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R7 C CAC NI011096-R1-NI011096.01- Rl-. Certificate....Rd" Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R7 II S-2108-01.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3832.Dclf Created by Independent Third Party: Yes !Back] [Next] Contact Us :: • :lai Stone R.-. .,. -- 9• Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: .. ... . . . . • • • • • • • • • • • • •• .•• .. • . . .• • ... . ... • • • • • • • • • • • • •• • • .• • • •• • •• • • • • • • Creat Card Safe securitvm1-rwcs .. • • • •. . . • . . . • • ... . . • • ... • . • . . . . . . • •. . •.. • • • • . . . . • .. .. • . . .. .. ..• . • . ... . https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2f... 9/16/2016 CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006255-R7 10/14/2005 Structural JELD-WEN 104-3 05/05/2015 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series "Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood - Klamath Falls, OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration: XX Glazing: IG -1/8" Tempered Glass/ Laminate -1/8" Annealed Glass/0.090" Solutia Interlayer/1/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83") Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL-210-3195-1 /SJW2011-070/W-1556/W-1565 September 30, 2019 Administrator's Signature: • • ••• • • • • • • • • • INA tION12L• 'A CREDITATION AND MANAGEMENT INSTITUTE, INC. • •4794 George.Washington Memorial Highway • :474• 23072 •.• :• •. :Tel:•(g04).684-5124 Fax: (804) 684-5122 ••• • • • • • • • • • • •• • . • •••• • • • • • • • •• •• • . • 00 •. /\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Outswing Impact Glazed Single or Double Door Unit for Florida Product Approval Report No. 3392 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Door Assembly Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge Wood/24 Ga. Steel 74" x 80.75" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes Norero, P.E. . • • • • : Merida �Prifissional Engineer # 73778 • • • • j te: N/26/2015 .. ... .. • . . .. Contents: ►►►►11111/1♦♦ =* 17.0 • _ ........ • • • • • Os • F.valt ipn Report • • ��♦♦ ,Cr � Pages 1 — 5 • . • • •••• • • ••• • iDiyitai yOP signed by Hermes F. Norero, P.E. Weir/rime • . .. •. • • .. ro, P.E. •• • ReSson:1 am approving this document Florida No. 73778 Date: 2015.02.09 11:15:53 -05'00' ••. . • • •• • . • . • • . • . • ••• .. •••••• • • •• • • •• ••• •• •• •• • • • •• • • • • • •• •• ••• •. •• ••• • • BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 Manufacturer: JELD-WEN, inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door, Wood Edge (Impact) 74" x 80.75" Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW0509-03, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. •• •.• • • • • • •• • • • • • • • • •• • ••• •• • • . •• • •.. • ••• •• • • • . • • • •• . • • • . • . • • ••• • • •• •. •• .• • • •• . •• • • • • • • • • • • • • ••• . • . . ••• . • • • • •• •• • •• • •• •• •••• •• • • • •• • • • • • • C • • ••• •• •• •• • • •• •• ••• • •• •• ••• • • • Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization # QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-210-3195-1, Report Date: 01/08/2013 Report #: SJW2011-070, Report Date: 06/03/2011 2. Quality Assurance National Accreditation and Management Institute (FBC Organization # QUA1789) 3. Certification Agency National Accreditation & Management Institute, Inc. (FBC Organization # CER1773) 4. Material Certification Miami -Dade RER — Product Control Section NOA Eastman Chemical Co. — Saflex HP Interlayer 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• •1 • • 1 • • • • • • • 4 • • •• 1 • • • • • • • • • •• • •• • • • • •• •• •• • • • ••• • • • • ••• • • •• • 4 • • • • • • • ••• •• •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • •• ••• •• • Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3392 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509-03) for anchor spacing and more details of the installation requirements. Design Pressure: •• ••• • • • • • SO • • •• • • • •• • • ••• • ••• • • •• • • • • • • • • •• • • •• • • •• • •• •• • .. • •• • • . • •. • • • • • • • • ••• • . • • ••• • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 Design Pressure •is•silive • • . • 60 PSF •• • rlESflae '• 60 PSF •• • • ••• • ••• • • •• • • • • • • • • •• • • •• • • •• • •• •• • .. • •• • • . • •. • • • • • • • • ••• • . • • ••• • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 JELDI%TEN® Steel CONTOURS STEEL DOOR, WOOD EDGE 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL® INC. AND ENDURA PRODUCTS INC. 1 GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS 201-94 TAS 202-94 TAS 203-94 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021" min) thickness. Galvanized steel A-525 commercial quality AKDQ per ASTM 620 with average minimum yield strength Fy(ave)=30627 psi. Core Design: Expanded polystyrene with 1.0 to 1.25 lbs density, by Jeld-Wen Inc. Panel Construction: The active and inactive panels are constructed from 24 GA (0.021" min) galvanized steel. The face sheets at top and bottom are bent 90° over the top and bottom rails. The top rail measures 1.0" high x 1.688" wide. The steel bottom rail measures 1.21" high x 1.688" wide. The sides of the face sheets are roll formed into the latch and hinge stiles which measure 1.00" high x 1.688" wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two-piece ODL Aluminum ALLEN frame. Units are glazed with tempered and laminated impact 1" !G. On double door applications the inactive door is fitted with an extruded aluminum astragal of 6063-T5 alloy, manufactured by Endura. Frame Construction: The frames are constructed of fingerjointed pine jambs measuring 4-9/16" x 1-1/4". The head jambs are mortised and butt joined to the side jambs, and attached with three (3) 16GA 7/16" crown x 2" long staples on each side. The threshhold is attached to the side jambs with three (3) 16GA 7/16 " crown x 2" long staples on each side. Glazing: ODL insulated lite is 1" overall thickness, consisting of one (1) pane of 0.125" tempered glass; 0.5" air space; two (2) panes of 0.125" annealed with .090" PVB interlayer by Solutia. All lites are sandwiched glazed into the panels. 80 3/4" MAX. FRAME HEIGHT 37 1/2" MAX. FRAME WIDTH 35 3/4" MAX. PANEL WIDTH 1 20 1/2" MAX D.L.O. 0 J 0 62 5/8" MAX. 1/4' MAX. PANEL HEIGHT rn SINGLE OUTSWING UNIT (X) SCALE: 1/2" =r--0" w x w L O o OPP. 74" MAX. OVERALL FRAME WIDTH 36 1/2" MAX. PANEL WIDTH W/ASTRAGAL 4 # 20 1/2" MAX D.L.O. INACTIVE V 20 1/2" MAX D.L.O. ACTIVE I,.arti v 1111161 �A vVt�' Mirinti ami Shores V lia.e REF ASTRAGAL BOLT ITEM /� we e 0 J 0 62 5/8 I- 0 w J w Z D- M ••• • ••• • • • 12 SCALE: 1/2" ALL DOOR MODELS ARE VIEWED FROM THE EXTERIOR SIDE TABLE I DESIGN PRESSURE RATING 7 / APPROVED FOR USE WHERE PROTECTION FOR WATER INFILTRATION IS REQUIRED POSITIVE +60.0 PSF ../' NEGATIVE -60.0 PSF TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 OPTIONAL 1X BUCK IN MASONRY/CONCRETE CROSS SECTIONS 5 ANCHORING LOCATIONS 6 COMPONENT DETAILS 7 UNIT COMPONENTS NOTES: 1 — ALL VIEWS FROM EXTERIOR. 2 — FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. 3 — FOR VERTICAL ANCHOR IN 1X BU IsORTK IN MASONRY/CONCRETE. SEE 5 5 FF'-' f5fiyAILS. •.4/0 • ..tddiriff o• TArr ZONING DEPT BLDG DEPT • • ii •• •• _ SUBJECT TO CCMPLIANCE WITH ALL FEDERAL STATE ANO CCUNIY RULES AND REGULATIONS Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.02.0911:14:04 -05'00' JWS&DOOR$ 0 (0 .•rn > c m o r rn O 1- 0-0 d V1 co— J cu r` w L Is- M co E co M N m CO rn O co N O to w W 0 p wLiZ 0 OC90 .Qo o •• 0.m • J.. O • &E o • • , o ••w'w • Go CD '0 c v ! .. -'• O ••N[7� CO w 0 2 M • >- • ••al • 0 U z O 1- 0 w O_ v) J ce w z w C9 0 U z 0 U 0 0 z 0 N_ J cc w z w z 0 N ce J w z w 0 to O N O 00 co O co O w 0 'P O 391) %CIS 5 B FBPE CEItf/0/ 0.29578 w O U m< Z DATE: 6/ 18/ 13 SCALE: AS NOTED DWG. BY: EAG <n z 0 U) CHK. BY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 1 OF 7 1/4" MAX. SHIM THK. 1 1/2" MIN. EMB. OVERALL FRAME HEIGHT 80 3/4" MAX. SEE DETAIL A SHT. 7 ,-ti �I 1W0/,,L /I 'a IA — I n SEE of DETAIL G 6 SHT. 6 62 5/8" MAX. EXTERIOR INTERIOR 1 1 1/2" MIN. EMB. A 1" �� — 1" MIN. MIN._ VERTICAL CROSS SECTION TYP. 2 WOOD FRAME INSTALLATION SCALE: 6" =1' - 0" f-- 1" MIN. 1" MIN. w 17 MIN. 1/4" MAX. SHIM THK. SEE DETAIL A SHT. 7 80 3/4" MAX. OVERALL FRAME HEIGHT 62 5/8" MAX. D.L.O. SEE DETAIL G SHT. 6 EXTERIOR INTERIOR z• I— 1" MIN. 1" MIN. VERTICAL CROSS SECTION TYP. CONCRETE INSTALLATION SCALE: 6" =P-0" 0" Item DESCRIPTION Material 1 SIDE JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 2 HEAD JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 3 4" x 4" BUTT HINGE 12GA. (.089" MIN) STEEL 4 #9 x 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 5 #10 PHILLIPS HD SCREW WITH 1 1/2" MIN. EMBED. STEEL 6 #10 X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 7 #8 X 3" PHILLIPS FLATEHEAD WOOD SCREW STEEL 8 18X1" PHILLIPS FLAT HEAD WOOD SCREW STEEL 9 COMPRESSION WEATHERSTRIP (Q-LON QDS-650) VINYL 11 OUTSWING THRESHOLD (ENDURA) ALUMINUM 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16" x 18" STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 Ga. 7/16" CROWN x 2" LONG STAPLES STEEL 15 KWIKSET LOCK SERIES 400 STEEL 16 KWIKSET DEADBOLT SERIES 780 STEEL 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 19 2x WOOD BUCK WOOD 20 NON COMPRESSION SHIM WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1" IMPACT IG ASSEMBLY BY ODL GLASS 23 1/8" TEMPERED GLASS GLASS 24 3/8" LAMINATED ANNEALED GLASS GLASS 25 LOCK BLOCK (SOLID WOOD x 12" LG) WOOD 26 TOP RAIL (LVL) LVL 27 BOTTOM RAIL (25GA MIN GALVANIZED STEEL) STEEL 28 EXPANDED POLYSTYRENE (1.0 TO 1.25Ibs DENSITY BY JELD-WEN) FOAM 29 STEEL DOOR PANEL SKIN MATERIAL (240.4 GALVANIZED) A-525 COMMERCIAL QUALITY 0.021" MIN. THICK.) STEEL GALVANIZED 30 ODL LITE ALLEN FRAME (ALUM 6063 T5 AlAIMUV 31 HINGE SIDE STILE (FINGER JOINTED LVL .13... 32 LATCH SIDE STILE (FINGER JOINTED LVL .1V-,:-. 33 #8 x 2" PHILLIPS FLATHEAD WOOD SCREW STf_,F_1_ 34 3/16" ITW BUILDER TAPCON WITH 1.25" MIN. EMBEDMENT 'STf.. p• 35 OPTIONAL 1x WOOD BUCK marl. • • •• •• is•.• • • ,• • .• • •• • JEI��El� WINDOWS & noose 0 co o rn m O (4-1. '• 47), o '- 3 o. O ao ao m • = . . J 03 in to t c+) coati as 2 rn 0 (G N 0 10 NOTES: E> FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34), SEE SHEET 5. FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. W W ki 0 o o O: 00 •,� w aGiI•i ct • . Ced'J Gio tz o co' v> • •• • • •� • J Nd • • • w CI U m Q Z DATE: 6/18/13 z 0 In scAI.E: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 2 OF 7 1" MIN. 1" MIN. 1 1/2" MIN. 1_1/4" MAX. SHIM SEE DETAIL A SHEET 7 1/4" MAX. SHIM SEE DETAIL G SHT. 6 SEE DETAIL A 0 kiVilir 1 1/2" MIN. SHEET 7 1" MIN. 1" MIN. HORIZONTAL CROSS SECTION TYP. WOOD INSTALLATION (SCALE: 6" =>'-0") 1 1/4" MIN. EMB. 1/4" MAX. SHIM WAIF 10 10 11��r 1i MA'ar OW 0 1" 1" MIN. MIN. 0 e SEE DETAIL A SHEET 7 0 SEE DETAIL G SHT. 6 EXTERIOR HORIZONTAL CROSS SECTION TYP. INSTALLATION (SCALE:6"=>'-0") � e HORIZONTAL CROSS SECTION TYP. WOOD INSTALLATION (SCALE: 6" =f'-0") 0 SEE DETAIL A I SHEET 71 -16kl rig .i� � . � �'•n,. j O m O 0 0 0 ma© HORIZONTAL CROSS SECTION TYP. 0 1/4" MAX. -1 SHIM 1 1/4" MIN. EMB 1" MIN. MIN. 1" MIN.1" MIN. CONCRETE INSTALLATION (SCALE: 6" =>'-0") ASTRAGAL CROSS SECTION TYP. (SCALE: 6" =1'-0") • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • NOTES: ASTAGAL FASTENER SPACING DETAIL F, SHEET 6. (TOTAL OF 14 SCREWS). ID LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE A'8 X 3" PHIWPS FLAT HEAD WOOD SCREWS. ID 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ITW BUILDEX TAPCON. ®FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS 15 & 134), SEE SHEET 5. ID FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. © OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF,%l Vlf J AS MINIMUM EMBEDMENT IS ACHIEVED. IrB FBPE CEtf/t I I 0.29578 ELD�NE.1� WINDOWS & DOORS 0 CD ti > 14;c OD O (+1 0) Q) N O I- 00 x000 0) O (D (V O co = . . J (pint!) M M CO E O - (0 a`� 0pI— 0 CC Q 0 .pJ A• •W • kIs • 40 cnv • �bew •I•Z 0 (O•N • • PART OR ASSEMBLY: U7 Z O 1- W N 0 ioE•••11 C..) • • • q•• •I •••I 1 Ct• • 1'►• •• • ••• • 0600 • J 41) 0 7) tY J Z W 0 U Z 0 0 0 0 ce Q • •i• >- SI Z 0 U) LV ce W Z W U' O_ 0 c'1 00 (0 0 \\N CO N 0 W 0 0 m O Z DATE: 6/ 18/ 13 SCALE: AS NOTED • •• • U) z 0 (7 DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 3 OF 7 FRAME HEIGHT SEE DETAIL G 6 SHT. 6 � w VERTICAL CROSS SECTION TYP OPERATING UNIT >X BUCK OPTION IN MASONRY/CONCRETE (SCALE: 6" =1'-0") 1 1/4" MIN. EMB. 1 1/4" MIN. EMB. 1" 1/4" MAX. SHIM MIN. 1" MIN. SEE DETAIL A SHEET 7 1" 1" MIN. MIN. SEE DETAIL G SHT. 6 INTERIOR HORIZONTAL CROSS SECTION TYP. OPERATING UNIT >X BUCK OPTION IN MASONRY/CONCRETE (SCALE: 6" =>'-O") SEE DETAIL G SHT. 6 SEE DETAIL A SHEET 7 1 1/4" MIN. EMB 1/4" MAX. SHIM EXTERIOR 1" MIN. INTERIOR • • • • • •• • 1"••1.•. MILL it; • lam•.••• • • • •• •• ••• EXTERIOR .• 1" MIN. 1" MIN. 1" MIN. 1" MIN. CONCRETE/ MASONRY BY OTHERS 1._1/4" —MAX. 1 1/2SHIM MIN. EMB. SEE DETAL A ON SHEET 7 HORIZONTAL CROSS SECTION TYP. OPERATING UNIT >X BUCK OPTION IN MASONRY/CONCRETE RIGHT HINGE SHOWN, LEFT HINGE OPPOSITE SHOWN (SCALE: 6" =>'-O") . • • • •• • NOTES: IT FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34), SEE SHEET 5. ED OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF Ht. i'dikM GM/M,AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. %�‘‘ S F. 1/, = ▪ * ddf . O .. ic� i 11� �y' • tfS. GL.:.• , ►'d ,. I �.• 3910 . ,1 BEACH Bty OPTIONAL MASONRY/CONCRETE INSTALL CROSS SECTION. OF HEAD OR JAMB INC* I Cr 4: FBP �ry011itlit JI&DOOZ$ > m O a CO J M M 0 (D rn� c . O rn 0 N 1- CO 00 = v .. (0 in LO v v • x maw E co rn 0 CD N 0 L() co W 0 Ca 11.1 N Z 000 .QO O a. . W •401.5 a� j O t 00 V' ,�,Z , eb a • NW O cr ZD � W N Q ZU) —0 Z U OZ .• 0C • aVZ Y W •4 Qe1Q'••. X2•• • U•• • • •. •4 tt-'J w z 0 1= 0 W 0 N 0 D_ J ec w z w c0 0 N ce G O 1 z O 0, w z C2 0 N w F- 0 w 0 U O z • •• N z 0 N DATE: 6/1 8/13 sckE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 4 OF 7 • • • • • • SEE DETAIL B SHEET 6 — SEE DETAIL B SHEET 5 SEE DETAIL A SHEET 6 12 1 /2" TYP. SEE DETAIL B SHEET 5 SEE DETAIL D— SHEET 6 JELDWENrDOORS (0 ti -o•rn un o COC CD 0 M (Ni o co to 0.0oo a) co (0Q u - E SEE DETAIL A SHEET 5 "— SEE DETAIL A SHEET 5 ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE • SEE DETAIL E SHEET 6 ANCHORING LOCATIONS OUTSWINC SINGLE UNIT (X) SCALE: 1/2" =r—O" ANCHORING LOCATIO.AW LOCATIONDOUBLE Q177SWINC UNIT (11) SCALE: 1/2" =1'-0" z 0 D_ DETAIL A SCALE: 3" =1'-0" DETAIL B w O z DATE: 6/ 18/ 13 SCALE: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509-03 SCALE: 3" =1'—O" SHEET 5 OF 7 DETAIL A -HINGE MOUNTING DETAIL SCALE: 3" =>'-0" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8" DEEP DETAIL E ASTRAGAL RETAINER STRIKE PLATE FOR SILL SCALE: 3" =>'-0" ANCHOR ® EXTERIOR SIDE EXTERIOR INTERIOR DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME/MASONRY x 1-3/8" DEEP DETAIL B THROWBOLT STRIKE PLATE FOR HEAD SCALE: 3" =>'-0" M DETAIL C STRIKE PLATES TO JAMBS SCALE: 3/8" -/'-0" DETAIL F - ENDURA ASTRAGAL FASTENER SPACING USA' #8x>" PPH WS SCALE: NT$ • ipl 111, 7,. -1111k 5/8" GLASS BITE DETAIL D STRIKE PLATES TO ASTRAGAL SCALE: 3/8" =>'-0" • • + •• • •. . • 1/2" x 1/4" CU—D SPACER < MN g EXTERIOR DETAIL G — ODL GLAZING DETAIL ISULATED CLASS SCALE: 6" =>'-0" . . .. .. • • . • . 1/8" TEMPERED•.6 ASS 1/2" AIR SPACE 0.090" PVB NTERLAYER BY SOLUTIA 1/8" ANNEALED -33i • • I I 3Alif� BQYD. RIPE CERfIIU hb. 29578 Jj,WEN WIN 0 co r` °' > _ m o (I) • L a0 o • — J To rsw C7 t M 2 E co w ool- o � o OC�� 1-- .0 ©� •�.•41:1 :w2no En O c0•0 • a • z 0 1- 0 w z 1- i0 .• 0 z w 0 a Z• 0 J CC w z w C.9 0 U z O 0 0 0 ASSEMBLY: z 0 L J Lu z Lu 0 N -J Lu .• Z . •o .Y. • • • . �• .,•,.‚ E. z 0 In O_ J w z w >-- 0 Li 0 N 0 co O co 0 N N Lu Li_ w O 0 0 z DATE: 6/1 8/13 0) z 0 SCALE: AS NOTED DWG. BY: EAG CHK. EMS. SAFFELL DRAWING NO.: JW0509-03 SHEET 6 OF 7 4 9/16" /////// i// i-- 2 3/16" 1 tm. WOOD JAMB FINGERJOINTED PINE SCALE: 6" =1'-0" r-- 2 1/2" 0 O STRACAL STRIKE PLATE SCALE: 6" -=-1'-0" 4" N --�� 1/16" (Min) L_ 0 0 0 0 BUTT HINGE 4x4212 CA. SCALE: 6" =1'-0" ASTRAGAL BOLT & LATCH SUPPORT BLOCK ENDURA ALUMINUM ASTRAGAL SCALE: 6" =1'-0" 9/16" COMPRESSION WEATHERSTRIP QDS-650 SCALE: 6" =1'-0" 3 1/8" LOCK BLOCK —WOOD SCALE: 6" =1'-0" 11 18" ASTRAGAL BOLT MAT.— C/R STEEL ROD ZINC & YELLOW CHROMATE SCALE: 6" =1'-0" 1 3/16" I 11 3/16" C—SINK. F-- NOTE 1—USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. / 2—USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. / 3—USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL A — COUNTERSINK DETAIL SCALE: 1/4" 6777!!!!!!E===:: 4 9/16" OUTSWINC THRESHOLD (ENDURA) SCALE: 6" =1'-0" i 1_ --I 1 11/16" TOP RAIL (LVL) HINGE STILE (LVL) LATCH STILE LVL SCALE: 6" =1'-0" 2 1/2" 1 11/16" �'— J1�1- 1/8" 5/16" -- 4 e ASTRAGAL SILL STRIKE PLATE SCALE: 6" =1'-0" BOTTOM RAIL STEEL. 25GA MIN GALV. SCALE: 6" =1'-0"•••••• JELJIWENw i noosa A-0) Lo 0 .ct•t0 1 1 M N N O 00 1.0 CO CO MO . X CL • • • • 4 •• 4 OOOOOO • . • • • . •• 1 3/4" f— •• . r f ODL ALLEN FRAME ALUMINUM 6063 T5 SCALE: 6" =1'-0" 0 cc w c) 001.. WWz o o cc 1- 0 .00 0 CL si• • r04.Av Nix St ' • utiv, 1- • a • v7 • w UNIT COMPONENTS •• • • • ••• • ♦-. • 0 Li z 0 H 0 w 0_ 7) J w z w 0 0 0 U z 0 0 0 z 0 (>_ J cc ww z 0 N cD O co Nt 0 N N w 0 w 0 0 0 z .. Ln z 0 V7 AV '40 Adel • ... ate. 39AI�pp 8�S,., 5��3g PE CERfId FBi29678 DATE: 6/18/13 .• • .•• • • •• • •. ••• • •• • •.• Ste: AS NOTED DWG. BY: EAG CHK. BY:S. SAFFELL DRAWING NO.: JW0509-03 SHEET 7 OF 7 •