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HomeMy WebLinkAboutBuilding Permit ApplicationALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date Permit Number: nou.(TC Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION FOR: Window/door PR(3POSED {,MPROVEi1l[E.NT LQ'CATIQN g Address: 7003 Hibiscus Rd Fort Pierce, FL 34951. Legal Description: LAKEW60D PARK -UNIT 11- BLK 145 LOT 15 Property Tax ID #: 1301-613-0178-000-7 Site Plan Name: Project Name: Setbacks Front Back: Right Side: Left Side: REPLACEMENT OF 7 WINDOWS (IMPACT) Lot No. 15 Block No. 145 Additional work to be ertormed under this permit — check all apply: �HVAC . E] Gas Tank ❑Gas Piping Shutters Windows/Doors Electric 0 Plumbing OSprinklers EIGenerator 11 Roof Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction: $ 15,795 Utilities:cnSewer 0Septic Building Height: Name Nicholas A /Christine`M,Kloeckn&� ,Address:7003 Hibiscus�Rd City: Fort Pierce State: FL Zip Code: 34951 Fax: Phone No. (772)409-3467 E-Mail: Fill in fee simple Title Holder on next page (if different from the Owner listed above) Name: Alphonse Campanelli Roof pitch Company: STORM TIGHT WINDOWS Address: 500 SW 12TH AVENUE City: DEERFIELD BEACH. State: FL Zip Code: 33442 Fax: 754-227-7891 Phone No. 954-320-7554 E-Mail: stormtightpermits@outlook.com State or County License: CRC046091 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: _ Not Applicable Name: Address: City: State: Zip: Phone FEE SIMPLE TITLE HOLDER: Not Applicable Name: Address: City: Zip: Phone: MORTGAGE COMPANY: _ Not Applicable Name:_ Address: City. _ Zip: Phone: State: BONDING COMPANY: Not Applicable Name: Address: City: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work, in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Owner/ Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF (.3ro1,)extrA COUNTY OF The for oing instrument was acknowledged before me The for oing instrument was acknowledged before me this l day of Mo.r&h 20a by this day of %/7a.rCl-i 20by Ch r I S e 910awrip-,r Name of person making statement / Name of person king statement Personally Known OR Produced Identification. I- Personally Known OR Produced Identification Type of Identification Type of Identification Produced 1--L tD L Produced (Sign u " J+lota P I tiS i'�4�If Flori ) €_° • r��`•. o a ublic State of Florida LH (Sign F.g� of a op�l�}W ) rty�� G Cor3t Ex n k uGat592D22 eal ( ) �: Co �i G 2 2 Com S Seal Com s5tti. P pZp °F Bon e t roug National Notary Assn. " ��� Bonded through National Notary Assn. ' REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 g( 23 AFTER RECORDING — RETURN TO - PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY (Legal description of the property & street address, if available) TAX FOLIO NO.: 1301-613-0178-000-7 SUBDIVISION BLOCK 145 TRACT LOT 15 BLDG UNIT LAKEWOOD PARK -UNIT 11- BLK 145 LOT 15 2. ,GENERAL DESCRIPTION OF IMPROVEMENT: 3.: OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: a. Nameandaddress: Nicholas A / Christine M Kloeckner 7003 Hibiscus Rd Fort Pierce, FL 34951 b: Interest in property: OWNER c.Name and address of fee simple titleholder (if different from Owner listed above): .4. a. CONTRACTOR'S NAME: Storm Tight Windows, Inc. Contractors address: 500 SW 12th Avenue, Deerfield Beach, FL 33442 b. Phone number: 561-420-0271 5. SURETY (if applicable, a copy of the payment bond is attached): a. Name and address: b. Phone number: 6. a. LENDER'S NAME: Lender's address: c. Amount of bond: $ Phone number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: a. Name and address: b. Phone numbers of designated persons: 8. a. In addition to himself or herself, Owner designates of _ to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. b. Phone number of person or entity designated by Owner: 9. Expiration date of notice of commencement (the expiration date will be 1 year from the date of recording unless a different date is specified): , 20_ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED ]A PROPER PAYMENTS UNDER CHAPTER 713, PART I. SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. uwsuwl', IL1itl VI k "V ' (Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) State of Fl&rldC, County of 8,r4)L_ti9 c. YoC laci st V1 e- �< J6ectiu-v- (Print Name and Provide Signatory's Title/Office) The foregoing instrument was acknowledged before me this � .� day of a2gZ3 h 20 F 'by Ch ri,si /L - f�l ! o eC /L-� as Df g "-r- (name of person) (type of authority,... e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed) / Personally Known or Produced Identification Type of Identification Produced F&/a- I Y'P�B, KARLAYUGD52 Notary Public - StaI y Commission 9 GOF I�°¢' My Comm. Expires Bonded through Nationa Kam. (Signatu f N ry Public) (Print, Type, or Stamp(o lmissloned Name of Notary Public) SaOTy- n,mZH Opac —ima �otnr— LiNoomN 00-4 P8Wr— o4ToZn m^t�m 0 En to N O T A � 1 N m 0-0 cI 0� c. to Z n n C Rev. 10-15-12 8 J 3 A- VN Property Information Owner: KLOECKNER, NICK & CHRISTINE Address: 7003 HIBISCUS RD FORT PIERCE, FL 34951 500 SW 12th Ave Deerfield Beach, FL 33442 Ph. 561-922-6747 Fax. 561-292-3502 Building Information Wind Zone: 170 MPH. Exposure Category: C Minimum Building Dimension: 26 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Number Zone Device Width (in) Device Device Max Positive Height (in) Elevation (ft) Pressure (psf) IF Max Negative Pressure (psf) 1 _.. -- Int --— 35.5 71.88 7 36.4 -39.6 2 .._................. ......._.... Int — - -........... 35.5 -- -- --- - -- 71.88 7 - --..._ 36.4 -39.6 3 Int - - 35.63 ----............ -..... ----..__... 71.88 7 ------ 36.4 -39.6 4 Int 35.63 71.88 7 36.4 -39.6 5 -- -- -- 6 Int -....._.._.... - ----- Int ...._..._........ 35.5 .....---.._..- ..__....__.... 35.63 _.- ............ - - -- .._...----. 71.88 7 ------ ............................... -- - --...............__.............__.........._...._.._.._............_.._...._..-- 72.0 7 _—.._—..__.._.. -- ....-- 36.4 36.4 --.......... -39.6 ........_.--------- --- -39.6 7 Int 35.5 72.0 7 ............... 36.4 -- --- -39.6 Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 61h Edition (2017) Florida Building Code. Page 1 of 1 WINDOW & DOOR OPENING INFORMATION A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. OPENING LOCATION NUMBER (Location) Corner Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ YIN (+) PSF (-) PSF (+) PSF (-) PSF MULLION REQ Y/N/NA 1 Int W 7/8" IMP 18-0918.0f 55 55 36.4 39.6 52 x 75 35.501.88 y N 2 Int W 7/8" IMP 18-0916.0Y 55 55 36.4 39.6 52 x 75 35.501.88 y N 3 Int W 7/8" IMP 18-091f .0 55 55 36.4 39.6 52 x 75 35.6301.88 N N 4 Int W 7/8" IMP 18-091f .Oy 55 55 36.4 39.6 52 x 75 35.6301.88 N N 5 Int W 7/8" IMP 18-091S.0Y 55 55 36.4 39.6 52 X 75 35.501.88 N N 6 Int W 7/8" IMP 18-0916.0-Y 55 55 36.4 39.6 52 x 75 35.6302.0 N N 7 Int W 7/8" IMP 18-0916.0f 55 55 36.4 39.6 52 x 75 35.5x72.0 N N M I® DiADE MIAMI--DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy Regency Plus, Inc. 2000 Locust Gap Highway Mount Carmel, PA 17851 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to ihave this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "5305 Tilt" White PVC Double Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 18-0122.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY= NOA No. 18-0918.04 Expiration Date: May 06, 2020 A Approval Date: October 11, 2018 io1411 S Page 1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0122.05) 2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. ! (Submitted under previous NOA No.18-0122.11) B. TESTS 1. Test reports on: -1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series 5305 tilt double hung vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11422-2, dated 10/02/08, with revision dated 01/08/09, and addendum letter dated 03/12/09, all signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 09-0122.05) C. ' CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 06/01/15 with revision dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No.15-0618.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department -'of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No.16.0712.03, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusi ns for WLiqAows and Doors, approved on 08/10/17, expiring on 02/28/18. Man el erez, P.E. Product Codktqf Examiner NOA No. 18-0918.04 Expiration Date: May 06, 2020 Approval Date: October 11, 2018 E-1 Re#ency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated January 8, 2018, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under previous NOA No. 18-0122.11) 2. Laboratory compliance letter in the Test Report No. NCTL-110-11422-2, issued by National Certified Testing Laboratories, dated 10/02/08, with revision dated 01/08/09, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 09-0122.05) G. OTHERS 1 1. Notice of Acceptance No. 15-0618.02, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window - L.M.I., approved on 10/01/15 and expiring on 05/06/19. ManueI4 e e P.E. Product Co AN Exaininer NOA .18- 18.04 Expiration Date: ay 06, 2020 Approval Date: October 11, 2018 E-2 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2.1 NEW EVIDENCE SUBMITTED A.: DRAWINGS 1. None B. ! TESTS 1. None C. ; CALCULATIONS 1. None D. , QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 18.0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. F. ; STATEMENTS 1. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 06/11/18, signed by Tony Procopio, Plant Manager. 2. Testing agreement letter, dated 06/12/18 between National Certified Testing Laboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L. Bupp, Laboratory Manager. G. OTHERS 1. Notice of Acceptance No. 18-0122.11, issued to Regency Plus, Inc. for their Series "5305 Tilt" White PVC Double Hung Window — L.M.I., approved on 03/08/18 and expiring on 05/06/19. 2. This is a one year approval, subjected to successful verification test. Manuel Pe ez, .E. Product Control xa ner NOA No. 8.04 Expiration Date: May 06, 2020 Approval Date: October 11, 2018 E-3 REGENCY PLUS - - - - SERIES 5305 TILTDOUBLEHUNG IMPACT MTL WINDOW GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE STATED HEREIN. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT 9 NCTL-110-11422-2 DATED 12101108, ADDENDUM DATED 11005108 AND ADDENDUM II DATED 03110109 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201, TAS-202 AND TAS-203. 8 3. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO THE STANDARDS LISTED IN THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC)AND IS IN COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE ZONE OMMZ) REQUIREMENTS. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD AND TO BE REVIEWED BY AGENCY HAVING JURISDICTION (AHJ).,,((�� 5. 1X AND 2X BUCKS (WHEN USED) SHAL& DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD AND TO BE REVIEWED BY AFLI. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, THEN THE BUILDING MAY ELECT ONE OF THE FOLLOWING OPTIONS: INSTALLATIONANCSORAGE DETAILS A. OUTSIDE HVHZ REQUIRE THAT LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. B. INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE ® SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL 7. MATERIALS: 7.1 WINDOW FRAME MATERIAL• ENERGI FENESTRATION SOLUTIONS USA, INC., WHITE RIGID FVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE (NOA). Q 72 GLAZING INTERLAYER KURARAY AMERICA, INC. TROSIFOL INTERLAYER PER CURRENT MI AMI DADE NOTICE OF ACCEPTANCE (NOA). INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. ® S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE CORROSION RESISTANT COATING. 9. FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION 6 ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK. SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN OF HIGH DENSITY PLASTIC OR BETTER. ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL 4. FOR INSTALLATION INTO WOOD FRAMING, USE N12 WOOD ® NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH THAN THE MINIMUM STRENGTH SPECIFIED BY THE MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 7/8 ANCHOR MANUFACTURER INCHES. ® 8. NOT USED. S. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE / 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, ® FOLLOWING PROPERTIES: 9. GLASS MEETS THE REQUIREMENTS OFASTM E1300-0481. /L USE 1/41NCH ITW ADVANCED THREADFORM TAPCONS OF SEE SHEET 6 FOR GLAZING DETAIL SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: A. WOOD - PRESSURE TREATED (PT) SOUTHERN 5.1. CONCRETE SUBSTRATE YELLOW PINE. MINIMUM SPECIFIC GRAVITY OF 0.55 10. DESIGNATION 7P STANDS FOR THE FOLLOWING: 5.1.1. 11/2 INCH MINIMUM EMBEDMENT LUMBER MUST COMPLY WITH CURRENT EDITION X: OPERABLE PANEL 5.12. 1-1121NCH MINIMUM EDGE DISTANCE FBCIFRC AS RELATED TO WOOD PROTECTION. 52. MASONRY SUBSTRATE B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 11. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 521. 1 INCH MINIMUM EMBEDMENT 25DO psl AND COMPLIES WITH AC1301. WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) 522 2 INCH MINIMUM EDGE DISTANCE C. MASONRY -STRENGTH CONFORMS TO ASTM C-90, SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd =1.6) MEDIUM WEIGHT WITH DENSITY >117 PCF.. HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 6. FOR PARTING STOP INSTALLATION USE R8 WOOD ® WOOD -ONLY FAILURE GOVERNS. FOR OTHER MATERIALS, SCREWS. APPROPRIATE SAFETY FACTORS PER THE APPLICABLE DESIGN STANDARD ARE USED. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO 12.I14 AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO, FOAM, BRICK VENEER AND SIDING. REQUIREMENTS EXIST, USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 D GENERAL NOTES, INSTALLATION NOTES & D.P. CHART 2 D ELEVATION&ANCHORLAYOUT 3 D ELEVATION&ANCHOR LAYOUT 4 D VERTICAL SECTIONS 5 D VERTICAL SECTIONS 6 D HORIZONTAL SECTIONS & GLAZING DETAIL 71 D BILL OF MATERIALS AND COMPONENTS 8 1 0 COMPONENTS & CORNER DETAIL 4=tjcT AENEWIS 1, esmylyi^.R wilb 16e'Floift qaplImALmp-3Ccde 16.0919 �0 4ceen:2:}ce No E� SraO.e:asle 41ami 'auc r DESIGN PRESSURE RATING (PSF) IMPACT RATING t55O LARGE MISSILE IMPACT Z I -121 z O Q Hz UZ fA C7 4.0 N CLQ-5 Z O cd z < ON �u1 2 UQ mp 4EE ¢OU p Ell J ^l rz .w 0 w Ewa V3 g Robert J. Amoroso. PE Fb,We P.E. No. 49752 'T�NMES 4 �CEIVS� �9G No 4975 STATE OF X% .kz Q11 .61-'-.OR1 ♦�� psIONA, LN�� PRODUCT P.EVISED ,amailvinn with do: Florklo TOP 79- 77" SASH MAX,® MAX, HEIGHT HEIGHT W/ UNIT 36.625 PARTING FRAME STOP HEIGHT BOTTOM SASH HEIGHT 36.625 MAX. O.A. WIDTH ®W/ PARTING -- - STOP 55" MAX. O.A.FRAME WIDTH 53" TOP SASH WIDTH 49.46' TOP SASH D.L. WIDTH 5.75' X X BOTTOM SASH DLO WIDTH 46.8125" BOTTOM SASH WIDTH 50.125" --. ELEVATION EXTERIOR VIEW W/ PARTING STOPS 0 4 U hN 3 a aw o 2.63 TYP. @ HEAD & SILL FROM PARTING STOP CORNERS 4.00" TYP. FRO CORNERS OF WINDOW SASH TOP D.L.O. HEIGHT 32.913" a BOTTOM SASH - D.L.O. HEIGHT 33.113' ®REINFORCEMENT (TYP.) #12 INSTALLATION SCREW (TYP.) 00" O.C. TYP HEAD & SILL X X I I I I 3.00' FROM CORNERS 15.67" O.C. TYP. @ HEAD & SILL TYP. @ HEAD & SILL ANCHOR LAYOUT A ,lying a:: EXTERIOR VIEW !b!d3eg Cr.:le +my+e-me r�o / •04/8.1 W/PARTING STOPS a a QY +t oox Prciva c"�✓ 6.00" FROM JAMB CORNERS TYP. ? 4.25" TYP. o a FROM PARTING y STOP CORNERS m a } 13.75'Q �=n��>m O.C. MAX. TYP Y 3" O.C. TYP. FOR WOOD SCREWS. i =0 W U m z 4 4" O.C. TYP. FOR ix :)LOU F CONCRETE SCREWS. a ¢ N �o ~ W 22®®s 1�Cy� O i78X1-5/8"SCREWSTHRU`11 ARTING STOPS (TYP.) a Robert J. Mnoruso, PE RorlEe P.E No. A975i N� o l/4 c* STATE lOF �U a with tb" S.W. d. No 1�a12i_ Il _ TOP 77" SASH MAX, HEIGHT FRAME 36.625 UNIT HEIGHT BOTTOM SASH HEIGHT 36.625 i MAX. 0.A. FRAME �� WIDTH 53" TOP SASH _ WIDTH 49.46" TOP SASH —D.L.O. WIDTH 45.75" D E 4 4 12 rN 3.00" FROM CORNERS @ HEAD & SILL TYP. TOP SASH D.L.O. A 13.75" HEIGHT O.C. MAX. 32.913" T.P. BOTTOM SASH ® 2" O.C. D.L.O. TYP. HEIGHT 33.113" �I IN, &REINFORCEMENT (TYP.) DETAIL 1 (SEE SHEET 7) BOTTOM SASH DLO WIDTH 46.8125" �— BOTTOM SASH WIDTH 50.125" ELEVATION EXTERIOR VIEW W/O PARTING STOPS "B . FOR z a o REWS. ° U�ORNER . FOR X CREWS. a � �'o UY ¢a g m a a U LU o x C LuOV Jz :3O o � 13 $e � W co d �i 15.67" O.C. TYP. A S @ HEAD & SILL Robert) Amwuso RE FWd& P.E. N. 497M ANCHOR LAYOUT ® .......... o�:•,SF•��� EXTERIOR VIEW W/O PARTING STOPS UUCP RENEW" rlth A. Fk" No 4975 : o STATE10F;� w" Fwrm. CONCRETE BY OTHERS ® 7/8" MIN. EDGE DISTANCE _ m � (SEE NOTE 4 ON SHEET 1) 1 1/2" MIN. EDGE DISTANCE ,� 3 WOOD PROTECTION (SEE NOTE SHEATHING BY OTHERS m ®1IA. SHT. 1) BY OTHERS a 4 MIN. ® 2X WOOD BY OTHERS um. EMBEDMENT EXTERIOR FINISH 1/4" MAX SHIM ° — (SEE NOTE 4 ON SHEET 1) to ^ BY OTHERS o N 4 o EXTERIOR FINISH .. j PERIMETER SEALANT 1X PT WOOD BUCK BY OTHERS ®BY OTHERS BY OTHERS 1 9 (SEE NOTE 5 ® 1/4" MAX SHIM IN. ON SHEET 1) EMBEDMENT 3 8 EXTERIOR INTERIOR PERIMETER SEALANT 6 ® BY OTHERS O m 2 1 9 Z ?ice O a v t 13 s D VERTICAL SECTION 3 e > a CONCRETE SUBSTRATE EXTERIOR INTERIOR y j 9 24 6 ¢ t— rn J 30 ® 16 19 mVr CZ 2 iL'L ig .8 11 INTERIOR v 9 � ti a EXTERIOR 8 HEIGHT E VERTICAL SECTION WINDOW 8 1' WOOD FRAME SUBSTRATE O ow ° E 8 HEIGHT 2 2 g O> 1 J c F- 5LL z 19 2 toE3E VERTICAL SECTION 19 " is C CONCRETE SUBSTRATE EXTERIOR 30 ® INTERIOR w ® 6 m 2 3. am LL 8 8 i EXTERIOR 25 8 INTERIOR RcbvdJ. A--. P.E 20 Falda P.E. Na. 48752 2X WOOD BY OTHERS 10 12 PERIMETER SEALANT (SEE NOTE 4 ON SHEET 1) 5 ��puuIts p A ix PT WOOD BUCK BY E 5 ON SHEET 1OTHERS ®BY OTHERS 1 1 ��FR�• �C E!y 'qh0 ��� ®PERIMETER SEALANT (SEE NOT 5 —L Qr r S BY OTHERS 1 1/2" MIN. 1!4" MAX SHIM 1 1/2" MIN. No 49752 :O EMBEDMENT EMBEDMENT EXTERIOR FINISH ' • �`�ir BY OTHERS ue�un�pj(ty�fnga kithf PLdbTAT ® _"___ TAT`-` EXTERIOR FINISH 4sldinn Cale t�":� • a ® BY OTHERS ♦cc:P!. mg No _ .0ql . 04- IFS; • C O R 10 CONCRETE a Tail!%ua:a DW ��i�s`pNAa11�N`��� BY OTHERS (SEE NOTE uv WOOD PROTECTION (SEE NOTE 40N SHEET 1) 7/8" MIN. EDGED ,�� ®11A, SHT. 1) BY OTHERS LRODUCrREVISEDISED11/2'MIN• VERTICALSECTI N theFlorida EDGE DISTANCE SHEATHING BY OTHERS WOOD FRAME SUBSTRATE�Yp.)•DfVERTICAL SECTIONCONCRETE SUBSTRATE uct C 1 1/2" MIN. EDGE DIST. — I 1/2' MIN. EMBEDMENT CONCRETE BY OTHERS (SEE ® NOTE 4 ON SHEET 1) EXTERIOR FINISH BY OTHERS PERIMETER SEALANT A BY OTHERS �r 1X PT WOOD BUCK BY OTHkRS ! (SEE NOTES -ON SHEET 1) f WOOD PROTECTION (SEE NOTE 11A, SHT.1) BY OT ERS® 1 1/2' MIN. EMBED.® 9 1/4' MAX. SHII 1 3/8" M B EDGE EXTERIOR ' 3 INTERIOR r VERTICAL SECTION CONCRETE SUBSTRATE 7/8" MIN. EDGE DIST. 1 11T MIN. EMBEDMEN SHEATHING BY OTHERS - EXTERIOR FINISH BY OTHERS PERIMETER SEALANT ® BY OTHERS EXTERIOR 2X WOOD BY OTHERS 0 4 (SEE NOTE 4 ON SHEET 1) fo m o 3 1X WOOD BUCK BY OTHERS w ui N (SEE NOTE 5 ON SHEET 1) O cv a ao �w 1 1/2' MIN. EMBEDMENT 3 o m o N a 4 1/4' MAX. SHIMS/8' o B MIN. z EDGE DIST. z Se _ INTERIOR > > ow HEIGHT ��� VERTICAL SECTION HEIGHT �c WOOD FRAME SUBSTRATE EXTERIOR tt1(l \ \ \ \� C III II /%� INTERIOR az _�mo mmm I a Qa � _ -j 7 0_ J O I; �OOWE 00 o> �H11 N � 0i h 0 EXTERIOR 8 INTERIOR Robin J. Anw .RE. 1 PERIMETER SEALANT 1 Raltle RE No. 49752 PERIMETER S 5 BY OTHERS 30 EDGEDIS® ��P�,�GEfVS OT�HE EDGEIDI5® Oq� ® 1/4" MAX SHIM 1 11T MIN. er No 4975 ����� ` . 1 1!2' MIN. EMBED. • 1X WOOD BUCK BY OTHERS_,--- THERS (SEE NOTE 5 ON SHEET 1) EMBEDMENT vu' I ; STATE OF O a p . O R EXTERIOR FINISH ® EXTERIOR FINISH BY OTHERS o. ..... <<!O+' BY OTHERS CONCRETE 1X PT WOOD BUCK BY OTHERS ®(SEE NOTE 5 ON SHEET 1) BY OTHERS (SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS 1 12' MIN. EMBED WOOD PROTECTION (SEE NOTE ® 11A. SHT. 1) BY OTHERS 1 11T MIN. EMBED.® 2X WOOD BY OTHERS ( SEE NOTE 4 ON SHEET 1 7/8' MIN. EDGE DIST. RODUn � a eempyf v�h the FMe1Y 0 CT RE FlvrI�J b1a�}1 8 1 1/2" MIN. EDGE DIST. ) I VERTICAL SECTION d al�la� ca �� 4tcpnxr..Mo/8-0918.04- a+�s �14 Tool-ors2rr $ VERTICAL SECTION ® woon FRAME sUESTRATE ez,±m Na �dt¢ a Dam g CONCRETE SUBSTRATE BY xi fa ?3& Frc4tLf'Cwn 4Lmni $roduct 1 1/2" MIN. EMBEDMENT - CONCRETE 1/4" MAX. SHIM 1/4" MAX. SHIM 1 1/2" MIN. EMBEDMENT ® 1" MIN. EMBEDMENT- MASONRY - - - -- T 1 1 2 7 9 7 %%7 1 27 1 12" MIN. EDGE DISTANCE - CONC. a INTERIOR 2X WOOD BY OTHERS ® 2' MIN. EDGE DISTANCE - MASONRY . ' (SEE NOTE 4 ON SHEET 1) 11 \ CONCRETE/ MASONRY BY OTHERS EXTERIOR (SEE NOTE 4 ON SHEET 1) tSEALANTBY ZING DETAIL 1 WOOD PROTECTION (SEE NOTE MERIMETER THIS SHEET) ®11A, SHT.1) BY OTHERS OTHERS® 1X PT WOOD BUCK BY OTHERS ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS I, HORIZONTAL SECTION CONCtEIE / MASONRY SUBSIRAIE Fill 1 12' MIN. EMBEDMENT -CONCRETE 2' MIN. EMBEDMENT - MASONRY. 1 1/2* MIN. EDGE DIST- ® �2' MIN. EDGE DIST - MA! r MIN. EDGE DIST.e MAX. SHIM 7/8' MIN. EDGE DISTANCE -SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS ® PERIMETER SEALANT BY OTHERS G HORIZONTTAL�BSECTION —1/2' GLASS BETE® INTERIOR 7/8' OA. INSULATED GLASS CONSISTING OF: A EXTERIOR LAMINATED GLASS: 1/8" ANNEALED GLASS, �D.090" TROSIFOL PVB INTERLAYER BY KURARAY AMERICA, INC., 1/8' ANNEALED GLASS, D.39° AIR SPACE, DESICCANT MATRIX STEEL SPACER, INTERIOR 1/6' TEMPERED GLASS —i 1 1/2"MIN. EMBED. EXTERIOR ®318" MIN. EDGE DIST. 1/4' MAX SHIM— 4 GLAZING DETAIL 1 INTERIOR 1 12' MIN. EMBEDMENT CONCRETE/ MASONRY BY OTHERS• (SEE NOTE 4 ON SHEET 1) WOOD PROTECTION (SEE NOTE/IMETER 211A, SHT.1) BY OTHERS SEALANT BY OTHERS® 1X PT WOOD BUCK BY OTHERS 1 ® (SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION J CONC M/MASONRYSUBSIMAIE MIN. EDGE DIST. ' MIN. J 2X WOOD BY OTHERS EXTERIOR (SEE NOTE 4 ON SHEET 1) jjrttkEMBEDMENT SHEATHING BY OTHERS 4 =U � LL O � W 5w 8 z I 90 I�SI � z _ aU gm W aazeO� ymo JZ Q mN V�E �Uo¢ 8§� Oo�GO a� N H co K UiXRn N E��E .. E Robert J. Ae , P.E. FlmWB RE No. 48752 NO OF 1O . ® PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS "*,'Oi (ili ���'`�, WIDTH Vt \ 1 �1t.1.,� PRODUCT REVISED to cs�iRF7x4t siS1/i4c FEa1t! Building with the Florida Y HORIZONTAL SECTION ,, gc cod, A«qx—r4o1&Ol'M.! WOODFRAMEs11BmA7M °.a acasc . P:a 18-0 �» M„�' TqV' EtP�JllOe D. DTT T AD L,TA TCDTAT Q ITEM # DESCRIPTION --- -- MATERIAL MANUFACTURER-- -- 1 MAIN FRAME WHITE RIGID PVC "EFS 2 SASH PANEL FRAME WHITE RIGID PVC "EFS ZA 3 SASH COVER WHITE RIGID PVC "EFS 4 PANEL STOP / FRAME COVER WHITE RIGID PVC "EFS 5 SLOPED SILL COVER WHITE RIGID PVC -EFS 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC '"EFS 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS 8 REINFORCEMENT STEEL ROLL TECH INDUSTRIES 9 POCKET COVER #1 WHITE RIGID PVC "EFS 10 BUG STRIP VINYL 11 INTERLOCK COVER WHITE RIGID PVC '"EFS 12 WEEP COVER NYLON CUSTOM CRAFT 13 0210*10.18r x 0.300' CENTER FIN WEATHERSTRIP ULTRAFAB 14 3/4" X 110 PARTING STOP (SEE NOTE 11& SHT. 1) G= 0.55 MIN. PT PINE WOOD 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. 16 #8 X 172' TEK SCREW STEEL - 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE 18 #8 WOOD SCREW (INSTALLATION ANCHOR) STEEL - 19 7/8' OA INSULATED GLASS CONSISTING OF: 11W ANNEALED GLASS, 0.090' TROSIFOL INTERLAYER BY KURARAYAMERICA, INC., 118' ANNEALED GLASS 0.3V AIRSPACE, 1/8" TEMPERED GLASS GLASS - 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE & RUBBER 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE 22 SPRING BALANCE - BSI HARDWARE 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS 24 HURRICANE TILT LATCH 1057 STEEL-ZINCCTD. VISION INDUSTRIES 25 PIVOT BAR METAL VISION INDUSTRIES 26 SIKAFLEX 552 BACKBEDDING SILICO E SIKA CORP. 27 #12 WOOD SCREW (INSTALLATION ANCHOR) STEEL - 28 114D 11'W ADVANCED THREADFORM TAPCON STEEL ITW 29 ENDUR 9.8 SS SPACER I STAINLESS STL. CARDINAL 30 G (SETTING BLOCK 2 NEOPRENE FRANK LOWE OMAIN FRAME WHITE RIGID PVC O S WHITE RIGID TYP. WALL 71CKNESS 0.070' TYP. WALL THICKNESS 0.070' �-4.170' �-[.. f TT 2.730' i 1.656L' fn 1A00° �3250°+-I �1.000° - T 153 0' O SLOPED SILL COVER GLAZING STOP / LIFT HANDLE WHITE RIGID PVC WHITE RIGID PVC TYP. WALL THICKNESS 0.075' TYP. WALL THICKNESS 0.055' �3.450`-� �5• 1 0.306' 0.953' �+- O REINFORCEMENT 1 IIVTERLOCKCOVER O STEEL TYP. WALL10THICKNESS 0.062" WHITE RIGID PVC TYP., WALL THICKNESS 0.075" ]('0�436 I t--0.725° 0.9.1114' I F1.722" 3Q SASH COVER WHITE RIGID PVC TYP. WALL THICKNES 0.065" T-L1.350" O GLAZING STOP (OPERABLE GLAZING STOP (OPERABLE SASS WHITE RIGID PVC TYP. WALL TICKNESS 0.055' 0.329'---�•I ® PARTING STOP �- woo0 1.500' T----{ [---3/4" "EFS: ENERGI FENESTRATION SOLUTIONS USA, INC., PER CURRENT MD NOA. o U mm � 0 Q= K IL �w © SASH LOCK STEEL TYP. WALL TICKNESS NA ® LOCKING TILT SHOE NYLON TYP. WALL TICKNESS NA 2.836' 0.687" 1, 2.062' 0.735' T 1.240'-►{ -� 0" i T 1.a1r PANEL STOP /FRAME FACE MOUNTED BEEPER ® COVER © STEEL WHITE RIGID PVC TIP. WALL TICKNESS 0.070" TYP. WALL 1.7so•I�. THICKNESS 0.070" I+0.150' r'0.315 •� 1.326• otEl (--q ��et }.�• -�{-0.070' 0.46r 1.635' O POCKET COVER WHITE RIGID PVC ® SPRING BALANCE TYP. WALL THICKNESS 0.070" 1.857, 0.665' +0,000 -0.100 1220 DIA. MAX +0.000 O o.a5- 1.077 1 1.885"-0.10 '920BpC.k IP9 e&mplyla8 with to Vahiley. ittc�taom, cr No IS" 1. ",fret' L`atx� `s LL z o J Zz a a > z �m¢a �Q ..to Ym W� m w J uCI, OF O om `3 V) v5wo 0 w°�� to �gR E Robert J. Amonlm, PE Fm1oa P.E. No. 49752 No 49752 STATE OF REVISED u with the Florida _ _--- _ ® MILT LATCH _ ® PIVOT BAR STEEL - ZINC COATED METALTYP. WALL THICKNESS NA ssr U 0.323' 0.559' 3 w G 0 205" M. aw 77" 0.701, �� )OW2.260• I/ I 0.368" �1.122" -+� 2.372' jam- i' tosr m z ?e� LL 0 00.709" TT 0.157' J ? �€ 3 0 a > m tri ¢� J=� a°da �Z Zo �m r Lu Lu WELDED MITERED CORNER CONSTRUCTION z o v J I-: 8200 S) w o o O SI �$ � � gLIgN ���®s 1 ®14 t=01000, 0 rn m 8 g _ Robert J. A—m.., P.E. Fbtlde P.E. No. 49752 8 ®(1YP.-) 16 �OO�fQr`.......... �jiGii ® No 4975 :o G1 STATE 18 ® rio e��`��,�`,• ®SHI DETAIL 1 1X PT WOOD BUMCK 0 BY OTHERS wwcT arxEvfm PRODUCrREVISM NOTE: a complying wLi the Fiwoti u eemPdyiM ith the Florid - PARTING STOP EXTERIOR PERIMETER wcc ptePce No 19.0�• e`nldmgIdo '41�z• 11 TO BE SEALED TO 1X PT WOOD BUCK ttm Date E tion Dare WITH SIKA551 SILICONE ® w o3. idi Oida Mi ede PtoddU 5/25/2019 t Florida Building Code Online Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By X Regency Plus Incorporated 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tonyp@conservationwindows.com Tony Procopio tonyp@conservationwindows.com Tony Procopio 2000 Locust Gap Hwy Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570)339-3374 joek@window-p ros. info Windows Mullions Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL11479 R4 E ulv EERNo2522 RevO FL11479 Mullions ss p https:lAvww.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvBJygqZ9WuElMsgd27flidxkYuP4AEi4on3tDC4WRNzw%3d%3d 1/2 5/25/2019 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 01/06/2018 Date Validated 01/10/2018 Date Pending FBC Approval Date -Approved 01/17/2018 Sum Products 00r__ FL # Model, Number or Name Description 11479.1 TECH 5000 IMPACT MULLION TECH 5000 IMPACT MULLION Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL11479 R4 C CAC NIO07051-R4.piff Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70/-70 Installation Instructions r: FL11479 R4 II RPLS0057 RevA SERIES-5000- MULLIONS ss.pdf Verified By: Robert 1. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11479 R4 AE PERNo2522 RevO FL11479 Mullions ss.pd Created by Independent Third Party: Yes 11479.2 TECH 5000 T IMPACT MULLION TECH 5000 T IMPACT MULLION Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11479 R4 C CAC NI007050-R3.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70/-70 Installation Instructions other: FL11479 R4 II RPLS0058 RevA SERIES-5000-T- MULLIONS ss.pdf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11479 R4 AE PERNo2522 RevO FL11479 Mullions ssaft Created by Independent Third Party: Yes f3acR next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. C2gyright 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 communicationwith 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 . - ProductApprovalAccepts: a` ® HE https:lAvww.floridabuilding.org/pr/pr app_dti,aspx?param=wGE.VXQwtDgv8JygqZ9WuElMsgd27flidxkYuP4AEi4on3tDC4WRNzw%3d%3d 2/2 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2522 1 Project No. 417-0906 1 1/4/18 1 Page 1 of 2 Product Manufacturer Regency Plus Incorporated 2000 Locust Gap Highway Mount Carmel, PA 17851 Florida Product Approval No.: FL11479 Code: Current Edition of the Florida Building Code Product Name, Model and/or Description Series Tech 5000 Impact Mullion Series Tech 5000 T Impact Mullion Compliance Method: Product Approval Rule 61G20-3.005(1)(a) — Certification Mark or Listing Product Name, Model and/or Designation; Test Report No.; and Installation Drawing No.: Series Tech 5000 Impact Mullion o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA signed and sealed by Robert H. Zeiders, P.E. ■ NCTL-110-10616-1, AAMA/WDMA/CSA 101/I.S.2/A440-05 ■ NCTL-110-10616-2, TAS 201-94, TAS 202-94 AND TAS 203-94 ■ NCTL-110-10616-3, ASTM E1886-05 & ASTM E1996-04 o PTC Product Design Group Drawing No. RPLS0057, Rev. A, dated 1/4/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 Series Tech 5000 Impact T Mullion o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA signed and sealed by Robert H. Zeiders, P.E. ■ NCTL-110-10617-1, ASTM E1886-05 & ASTM E1996-04 ■ NCTL-110-10617-2, AAMA 450-00 ■ NCTL-110-10617-3, TAS 201-94, TAS 202-94 AND TAS 203-94 o PTC Product Design Group Drawing No. RPLS0058, Rev. A, dated 1/4/18, signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 Engineering Analysis Ft Evaluation: • Anchorage engineering in accordance with the current edition of the Florida Building Code for Series Tech 5000 Impact Mullion and Tech 5000 Impact T Mullion signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752. Performance Testing: • Performance Standards used in testing, NON-HVHZ locations: o AAMA 450-00 o AAMA/WDMA/CSA 101/I.S.2/A440-05 o ASTM E1886-05 o ASTM E1996-04 Performance Standards used in testing, HVHZ and Non-HVHZ locations: o TAS 201-1994 o TAS 202-1994 o TAS 203-1994 Limitations Et Conditions of Use: • This product has been evaluated for use inside the High Velocity Hurricane Zone (HVHZ). • Refer to Product Installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). ��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 i/L 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2522 1 Project No. 417-0906 1 1/4/18 1 Page 2 of 2 o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to substrate structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. Certificate of Independence per Product Approval Rule 61 G20-3.009 PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. Evaluated By: Robert J. Amoruso, P.E. FL P.E. License Number 49752 PTC Product Design Group, LLC ( PO Box 520775 1 Longwood, FL 32752-0775 %�/tL. 321-690-1788 1 FBPE Certification of Authorization No. 25935 REGENCY PLUS, INC. --- SERIES TECH -5000 IMPACT -MULLION SYSTEM INSTALLATION MULLION ANCHORAGE DETAILS NOTES: 1. THE PRODUCT SHOWN HAS BEEN TESTED, EVALUATED AND DESIGNED TO COMPLY WITH REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE FOLLOWING SIGNED AND SEALED TEST REPORTS AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA. 2.1. NCTL-110-10616-1, AAMANVDMA/CSA 101/I.S.2/A440 2.2. NCTL-110-10616-2, TAS 201, TAS 202 AND TAS 203 2.3. NCTL-110-10616-3, ASTM E1886 & ASTM E1996 3. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 5. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY'APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFETY REQUIREMENTS REST SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 6. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE PRODUCT APPROVAL. 7. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY REGENCY PLUS, INC. AND MUST BE MADE OF VINYL PVC. FIXED WINDOW SHOWN; OTHER WINDOW TYPES APPROVED. 8. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW. UNIT. 9.TWIN CONFIGURATION SHOWN. UNITS MAY BE MULLED TOGETHER INDEFINITELY IF THE SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED, AND MULLION IS ANCHORED AS SHOWN IN THIS INSTALLATION DRAWING. 10. MULLION VERTICAL INSTALLATION SHOWN. MULLION MAYBE USED IN HORIZONTAL APPLICATIONS IF DIMENSIONS SHOWN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS INSTALLATION INSTRUCTION. PERFORMANCE RATING DESIGN MAXIMUM WINDOW MULLION ORIENTATION PRESSURE IMPACT RATING (SEE GENERAL NOTE 5) UNIT SIZE (PSF) 53" X 72" VERTICAL (SHOWN) LARGE MISSILE IMPACT; HVHZ WIND ZONE 4, MISSILE LEVEL D; NON-HVHZ 72" X 53" HORIZONTAL (NOTE 10) (HE 53" MAX. FRAME WIDTH DETAIL A 6 1 /2" MAX. dlIT 3HT C C 8" MAX. O.C. INSTALLATION ANCHOR DETAIL B 8 EACH (TYP.) SERIES TECH 5000 IMPACT MULLION SEE NOTES 7 & 10 FOR APPROVED CONFIGURATIONS EXTERIOR ELEVATION (SEE INSTALLATION NOTE 3 ON SHEET 2) TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 ELEVATION AND GENERAL NOTES 2 CROSS SECTIONS, BOM AND INSTALLATION DETAILS 3 COMPONENTS m O U W O w IL Robert J. Amomso, P.E. Flodda P.E. No. 49752 a I� 0 w H PARTS LIST NO. PART NUMBER DESCRIPTION 1 A118-02PO78 4" ALUMINUM MULLION 2 A116-02MO78 MULLION CONNECTOR (CLIP) 3 MULLION CAP SMS SELF —TAPPING REW (SEE INSTALLATION TE 3) SECTION C-C- FIXED WINDOW FRAME SHOWN FOR REFERENCE (SEE GENERAL NOTE 7 ON SHEET 1) 3/16" ITW TAPCON 1. FOR ANCHORING INTO CONCRETE OR MASONRY USE FOUR (4) 3/16" ITW TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/2" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2-1/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. USE CLIP'S DIAGONAL HOLES TO INSTALL TAPCONS. 2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT (8) #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 3. FOR ATTACHING WINDOW UNITS TO MULLION USE MINIMUM #8 SMS SELF -TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION ON SHEET 1 AS MINIMUM. 4. FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS. 4.1. IF WINDOW APPROVED INSTALLATION INSTRUCTIONS REQUIRE SCREWS GREATER IN DIAMETER/SIZE THAN #8 OR ANCHOR SPACING SMALLER THAN THAT SHOWN IN SHEET 1 ELEVATION, APPROVED INSTALLATION INSTRUCTIONS SHALL GOVERN OVER NOTE 3 REQUIREMENTS. 5. FOR VERTICAL MULLION INSTALLATIONS, HEAD AND SILL SUBSTRATES WILL GENERALLY BE CONCRETE HEADER OR FOOTERS/PRE-CAST SILLS, ETC. FOR HORIZONTAL MULLION INSTALLATIONS, JAMB SUBSTRATES CAN BE EITHER CONCRETE OR MASONRY (CMU). 16" r TAPC( CONCRETE/MASONRY BY OTHERS (SEE NOTE 5) 2-1/4" MIN. a°': •v. `' ' DISTANCE v , '44 , • Q, �7 v, v a• v, _aa c4 v. M#8 WOOD SCREW 1-1/2" IN. EMB. 1X BUCK BY OTHERS (OPTIONAL) DETAIL A WOOD FRAMING TOP CLIP INSTALLATION (SEE NOTE 2, SHEET 2) 2-1/4" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS (SEE NOTE 5) DETAIL B WOOD FRAMING TOP CLIP INSTALLATION (SEE NOTE 2, SHEET 2) #8 WOOD %, SCREW DETAIL A CONCRETE/MASONRY FRAMING TOP CLIP INSTALLATION (SEE NOTE 1, SHEET 2) 5/8" MIN. EDGE DISTANCE 1-3/8" MIN. EMB. WOOD FRAMING BY OTHERS SHEATHING BY OTHERS DETAIL B CONCRETEIMASONRY FRAMING TOP CLIP INSTALLATION (SEE NOTE 1, SHEET 2) 0 rn 0 r v U W w D a 0g � J c9��� •a r Q Z EL LQ9 W 0�o2 2�� 0 mm �x omwz x'a N f-5 w0) w� ig �U � 91 Robert J. Amoroso, P.E. Florida P.E. No. 49752 " 1„ F,l 2 3/4" 4" H J, 3/4" O4" MULLION ALUMINUM 6063-T6 1 /8" J (4)MULLION CONNECTOR (CLIP) ALUMINUM 6063-T6 1 1/8„ MULLION CLIP 3 VINYL PVC 0.065" THICK m a' m a O H o U W w O N n o 0 E Z J (7 ui z a o 0 Z �aaaw ��• U ~ o a o W7 0 L) v�i U C W Jam= PIP N ul Robert J. Amoroso, P.E. Flodda P.E. No. 49752