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Home My WebLink AboutPRODUCT EVALUATION REPORT' 'N BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 SCANNED BY St. lLueja Gwm Product Evaluation Report Of 398 E. Dania Beach. Blvd Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com JELD-WEN, inc. Contours Steel Door, Wood Edge 8'-0" Outswing Impact Glazed Single. or Double Door Unit for Florida Product Approval Report No. 3391 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: I — A (Certification) Exterior Door Assembly Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge Wood/24 Ga. Steel 73.938"x 96.75" Prepared For: Jeld-Wen Inc. 3737 Lakeport Blvd. Klamath Falls, 012. 97601 .��E51FrrrO�``'' Prepared by: Hermes Norero, P.E. = _ Florida Professional Engineer #i7 i „ .CY Date: 01/26/2015 - Contents: Evaluation Report Pages 1-4 r111% Digitally signed by -Hermes F. Norero, P.E. 11rll1 Reason: I am approving this document Hermes Norero, P.E. Date: 2015.02.09 10:47:40-05'00' Florida No. 73778 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006254-R5 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 certificationrepresents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification labelmust 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 JELD-WEN. s "Steel Wood-Edge"Double 3737 Lakeport Boulevard In-Swing/Out-Swing Entry Doors w/ODL Klamath Falls, OR 97601 Impact Glass or ODL Impact Allen Frame and Endura Ultimate Hurricane Astragal Configuration: XX Glazing: IG-1/8" Tempered Glass/ Laminate-1/8" Annealed Glass/0.090"PVB by Solutia/l/8" Annealed Glass Frame: W-1880mm(74") H-2489mm(98") Panel: W-965mm(38") H-2413mm(95") DLO: W-559mm(22") H-2032mm(80") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +501-50 psf Large Missile Impact.Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3196-1/SJW2011-072/W-1488 Expiration Date: September 30, 2019 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 RESPONSE TO COMMENTS 127/2018 Comment: RECEIVED NEW, REVISED PLANS 09/21/2018AND WILL PERFORM NEW PLAN REVIEWS * FEES TO BE AID UPON RE -SUBMITTAL response: Per Carl Petersen, St. Lucie County Building Official, fees are to be waived on these drawings (Established in meeting on August 5- 2018). iment: ENGINEER TO REMOVE ALL OF BAY #2 FROM PLANS AND REVISE ALL SQUARE FOOTAGE NOTES ON NS TO THRE NEW FOOTAGES * CONTRACTOR TO NOTE THE CORRECT ADDRESS RANGE ON THE MIT APPLICATION * sheet A 0. Drawings now reflect reduced footprint of the space and the square footage has been changed on all shhets. Please note the t discrepancy of areas on the occupancy areas table on sheet LS-1 to sheetA-0 is due to that table showing the inside area of rooms reas the gross area on A-0 shows footprint area which includes the walls. /2018 Comment: ENGINEER TO SHOW A RATED WALL OPENING CLOSURE DETAIL ON PLANS FOR THE OPENING FROM COMMUNITY ROOM INTO THE WAITING ROOM :)onse: Detail shown. See sheet A 2. GV IV nent: ENGINEER TO DESIGN THE CORRECT FIRE SEPARATION WALL DETAILS ON PLANS PER FBC TABLE 508.4 ADJOINING TENANTS * SHOW THE ADJOINING TENANT OCCUPANCY CLASSIFICATIONS ON PLANS THE SEPARATION IS 2 HOUR FOR NON -SPRINKLED SPACES lone: See'.2 hour wall detail on sheet A 1 9/27/2018 Comment: ENGINEER HAS CLASSIFIED THIS AS ATYPE II BUILDING * SEE FBC TABLE 601 FOR THE REQUIRED CONSTRUCTION TO BE THIS TYPE * SHOW ALL PROTECTED AREAS ON PLANS * YOU HAVE A WOOD LOFT, STAIRS AND PULPET SHOWN ON PLANS Response: Seei sheet A-0. Classification has been corrected to Type V B. This allows for the interior wood construction to remain as per FBC Table 601. 9/27/2018 Comment: ENGINEER TO ADD ALL REQUIRED RATED FIRE DOORS TO DOOR SCHEDULE ON A-3 * ADDRESS ALL DOORS PENETRATING THE RATED WALLS AND SUBMIT [3] SETS OF THE PRODUCT APPROVALS FOR THE DOORS Response: Existing exterior doors will remain. Interior fire -rated doors are shown on the schedule and are called out as Jeld-Wen 90 min Fire Rated interior doors. See sheetA-3 9/27/2018 Comment: ROOM FINISH SCHEDULE IS NOT TO CODE 803.11 Response- Finishes in the Rest Rooms and the Janitor's Closet have been modified to comply with code. See revised finish schedule on sheetA-3. 1 10/1/2018 Comment: STEPS FROM THE STAGE DOWN TO THE LOWER LEVELS CANNOT BE 10" * SEE FBC 1011.5.2 Response: See sheetA 2. The stage is accessed by steps on 2 sides. Railings were previously shown to deter movement over the 8" edge of the left lower platform. The right Lower platform is 6" above the Sanctuary level and can be accessed directly. The left lower platform is accessed from the stage by steps w/ 5" risers against the back wall. 10/1/2018 Comment: SHOW THE CORRECT GRASPABLE HANDRAIL DETAILS ON STAGE STAIRS, RAMP AND LOFT STEPS PER FBC 1014.6 * HANDRAILS ARE TO BE ON BOTH SIDES OF STAIRWAYS PER FBC 1011.11 Response: See details on sheet A-3. The stairs are enclosed by sidewalls and the rails are attached to the side walls. 10/1/2018 Comment: LS-1 OCCUPANCY TABLE IS INCOMPLETE * ENGINEER TO LABELALL OCCUPANCY CLASSIFICATIONS PER FBC TABLE 1004.1.2 Response: Occupancy Table has been completed. See sheet LS-1 I 10/1/2018 Comment: WALL LEGEND DOES NOT MATCH THE PLANS ON LS-1 Response: Wall legend on LS-1 has been revised to match the plans. 10/1/2018 Comment: PLEASE SHOW LOCATION OF WATER HEATER FOR ALL LAVS 607.1 FPC Response: the Water Heater is an Tankless wall -mounted Water Heater that was shown in the Janitor's Closet See sheet P-1 10/1/2018 C Imment: PLEASE LABLE HI LO DRINKING FOUNTAIN AS SUSH TABLE 403.1 FPC Response: The hi-lo drinking fountain is labeled as such on sheet P-1 L. Hugh Anglin - J BUILDING DROPS A Perfect Solution'" Every Drop Certificate of Authorization: 29578 Date: 01/26/2015 Report No: 3391 ,nce of Test Standards: if any, between tested Code. e editions referenced in the current Florida Building Various test stan dards have been evaluated for differences in test methodology products to the following test standard edition(s): editions of the test standards listed below and those 3ELDANEN, inc. has tested their p 1} ASTM E84-08 editions of the above mentioned Chapter 35 of the current Florida Building Code references the following test standards: 1) ASTM E84-09 it has been found that no significant minimum requirements of the test standards that would affect the results. All referenced After review of the above mentioned referenced standards and editions, e uivalent. All materials test results me technical changes have been made to standards have been found to beequivalent. current FBC in HVHZ provisions. on: 1. Approved anchor types and substrates are as follows: installati Thg rou h Frame Installation: rate, use #10 Wood Screw type installation anchors of sufficient A. For 2x wood buck subst embedment of 1.50" into the wood substrate. length to achieve a minimum te where one by (1X), non-structural, wood bucking is substrate g, For concrete or masonry meter Ite Tapcon ' type concrete screw anchors of sufficient employed, use 3/16" dla to achieve minimum embedment of�1.25" into concrete or masonry.6" length employed, use 3/1 substrate.whean hors of sood bucking ufficient length to achieve C. For concrete or masonry a concrete screw diameter ITW Tapcon type minimum embedment of 1.25" into concrete or masonry• a details of the installation (jW0509-01) for anchor Refer to ins tallation instructions spacing and more requirements. Design Pressure: Design Pressure 50 pSF positive 50 pSF Negative I Hermes od a No. r737 , page 4of4 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006254-R5 10/14/2005 Structural JELD-WEN 104-3 05/05/2015 To verify that the "Notice ofProduct 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 JELD-WEN7s "Steel Wood-Edge"Double 3737 Lakeport Boulevard In-Swing/Out-Swing Entry Doors w/ODL Klamath Falls, OR 97601 Impact Glass or ODL Impact Allen Frame and Endura Ultimate hurricane Astragal Configuration: XX Glazing: IG-1/8" Tempered Glass/ Laminate-1/8" Annealed Glass/0.090"PVB by Solutia/l/8" Annealed Glass Frame: W-1880mm(74") H-2489mm(98") Panel: W-965mm(38") H-2413mm(95") DLO: W-559mm(22") H-2032mm(80") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +501-50 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3196-1/SJW2011-072/W 1488 Expiration Date: September 30, 2019 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122