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Home My WebLink AboutCALCULATIONSWENGINE` ',RING EXRRE�f Order (Ref) #: 40130 (043167-4570138889) Project Details: FLEMING CONDO DOOR REPLACEMENT Contractor: J&G CARPENTRY, INC. SGPN�E® 7030 .W INES, BP CO�rty FL 16TH COURT PEMBROKE 9490 S. OCEAN DRIVE, UNIT 610 A JENSEN BEACH, FL st.LUCtSubject: Wind Load Design Pressure Calculations (Components & Cladding) Site Information Building Classification: enclosed Wind Speed (V It): 170 mph Exposure Category: d Roof Type: monoslope Roof Slope (0): 1.2 deg Mean Roof Height (h): 90.0 ft Min. Building Dimension (L): 54.0 ft Parapet >! 3 feet? No General Calculation Directionality Factor (Kd): 0.85 Gust -Effect Factor (G): 0.85 Internal Pressure Coefficient(GCP! . )• ±0.18 Topographical Factor (K,t): 1.0 Velocity Pressure Exposure Coefficient ( nK): 1.41 Velocity Pressure (qh): 88.48 psf End Zone (a): 5.4 ft ASD Method: P = 0.6w z °®mw�===M �,M \\��1111111/ qqlTT 1e• VaildOQ/ With ised Engine NOTES: Design is in accordance with ASCE 7-10 (Aso method) and the Florida Builditl C�ode�ik�i 0' '• i Edition (2017). Results are not valid for use unless approved via original sign ature.3n pis�'d 3ti engineer seal of a PE from Engineering Express. Results are based on contra ctor-snp ad dge Thu M 08 2018 and shall be field verified by others prior to use. Selection & installation of products all be — approved using these dimensions and pressures as verified by others. GgL¢o ttisto, P.E. �328 Ruth 9885 11/Ess J%\\ 1111 160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA 33442 40130(043167-4570138889) PHONE: (954) 354-0660 —FAX: (954) 354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE 1 OF 1 BUILDING DROPS 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Dropl 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com pa cjducE 'Evaluation Report Of JELD-WEN, Inc. Design Pro / Smooth Pro / Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval RP_p!lrt No. 466-3,1 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro/ Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0"X 6'-8" (Nominal) 3'-0"X 8'-0" (Nominal) Prepared For: iFI.D-WEN, inc. Mamatn Falls, OR. 97601 Prepared by: Hemnes F. Norero, P.E. Florida Professional Engineer # 73778 Date:11/15/2017 Contents: Evaluation Report Pages 1-4 Digitally signed by Hennes F. Norero. P.E. Reason: I am approving this document Date: 2017.11.17 10:34:29-05'00' *T^ 3�7 o TT %gyp /O P' [vim "',,'SS'ONAL EN0%,: Hermes II!N41Wo P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop! 2 Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: JELD-WEN, Inc. Exterior Doors Swinging Door Assemblies State Product Approval (1)(d) Product Name: Design Pro / Smooth Pro / Studio Fiberglass Impact Approved Opaque Doors For use in the High Velocity Hurricane Zone (HVHZ) 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) Date: 11/15/2017 Report No:4663.1 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN Inc. based on Method id of the Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. 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 A010871, signed and sealed by Hermes F. 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, includine 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 Chapter 16 of the current Florida Building Code and does not require an impact resistant _ covering. 4. Site conditions that deviate from the details of drawing A010871 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions A010871 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS n 5/2017 A Perfect Solution in Every Drop! Date: 1 o: 4663.1 Report No: 4663.1 Certificate of Authorization: 29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation & Management Institute (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS202-94 • TAS203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) Report # Report Date: NCTL-210-3916-02 w/ addendum 06/10/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 NCTL-210-3925-03 02/07/14 TAS Report Engineer of Record: Gerard J. Ferrara, P.E. Report # Report Date: SJW2013-194 w/ addendum 06/10/14 SJ W 2013-131-TAS 07/02/13 SJW2013-206-TAS 11/13/13 TAS Report Engineer of Record: Kevin P. Tyra, P.E. Report # Report Date: SJ W 2013-246 12/17/13 SJ W 2013-231 12/03/13 SIW2013-251 12/23/13 SJW2013-252 12/23/13 SJ W 2013-253 12/23/13 SJ W 2014-032 04/22/14 SJ W 2014-073 06/26/14 SJ W 2014-077 06/27/14 SJ W 2014-072 06/27/14 S1 W 2014-080 07/03/14 -- - - ---_=— — TAS=Report-Engineer'of Record:'Robect`H: Zeiders; RrE. 2. Quality Assurance Entity National Accreditation & Management Institute (FBC Organization #QUA1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS Date: 11/15/2017 A Perfect Solution in Every Drop! Report No:4663.1 �g Certificate of Authorization: 29578 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84 Report#:3113726SAT-001 RI Report Date:03/13/09 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635, ASTM D638, ASTM D1929, ASTM D2843, ASTM G155 Report#:ESP010982P Report Date:02/26/13 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010871) for anchor spacing and more details of the installation requirements. Design Pressure: MAX. OVERALL DESIGN PRESSURE (PSF) NOM INA L S IZE MISSILE =CONFIGURATION= —1MPAGT= —IN- SUV—ING --- �—OUTSW---!N— G— � WIDTH HEIGHT RATING POS. NEG. PO5. NEG. X 3'-0" 6'-8.1 65" fi5 65" 65 LMI&SMI X 3'-0" 8'-0.1 50" Sp 50" 50 1 LMI&SMI Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4