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Home My WebLink AboutBuilding Permit Application I ALL APPLICABLE INFORM]UST BE COMPLETED FOR APPLICATION TO BE ACCEPTED l Date: —{ Permit Numb 3 AUG 01 2019 Building Permit Application ST. Lucie County, Permitting Planning and Development Services Building and Code Regulation Diyislon 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential x PERMIT APPLICATION FOR: Window/door Address: 5702 Raintree TRL Fort Pierce, FL 34982 Legal Description: INDIAN RIVER ESTATES-UNIT 09-BLK 76 LOT 4 Property Tax ID#: 3402-610-0149-000-2 Lot No.4 Site Plan Name: Block No. 76 Project Name: Setbacks Front Back: Right Side: Left Side: REPLACEMENT OF 12 WINDOWS (IMPACT) NT SR QN11� FtATIa � ° a p Aaditionai work to e e orme under this permit—c ec a aHVAC 0 Gas Tank Gas Piping _Shutters � Windows Doors ❑ flapply: a Electric 0 Plumbing Sprinklers a Generator Roof Roof pitch Total Sq.Ft of Construction: SFt.of First Floor: Cost of Construction:$ 17,583 Utilities. Sewer,E]Septic Building Height: �howER IrEs EE ,co`NIro _ Name Daniel Fraise!Katelyn Meadows Name: Alphonse.Campanelli Address:5702 Raintree TRL, Company: STORM TIGHT WINDOWS City: Fort Pierce State: FL Address: 500 SW 12TH AVENUE Zip Code: 3498.2 Fax: City: DEERFIELD BEACH State:FL Phone No.(772)249-9745 Zip Code: 33442 Fax: 754-227-7891 E-Mail: Phone No. 954-320-7554 Fill in fee simple Title Holder on next page(if different E-Mail: stormtightpermits@outlook.com from the Owner listed above) State or County License: CRC046091 If value of construction is$2500 or more,a RECORDED Notice of commencement is required. cry , A*'' IF EC1 IOM' a xa DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. 1 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.Pleaseconsult 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 wish 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 structd.res,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. m �® Signature of 0caner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLOIRDA COUNTY OF �RRO tAja c�c�(� COUNTY OF A f2 Q The forgoing instru en t was acknowledged before me The for oing instru ent w s acknowledged before me this day of 20[ by this day of 20 ( by OF —L,l1_��t ' Nameof person making statement [ Name of person ing stfitement Personally dentification Personally Known_ R Produced Identification Type of Identification Type of Identification Produced Produced r r (Signature of Not ry Public-Stat Florida} (Signature,6f Notary Public- to of Florida) Commission No. "" I) TIMOTHY G C No. TIM01;8lPid)COOPRIDER N�,ary Public-Sate o1 Florida2Q+ .*� Nc,ary Public-State of Florida fid, n Cummission #FF 939999 Commission#FF 939999 6REV'IE& y Omm.Expir s Dec 6,2019 �'•:Ts P.�'� ., OF F��REVIEWS FRONT §UI*Ift80Rt nali9ht Kfisn, EGETgCOUNTER RE EAIE I DATE RECEIVED DATE COMPLETED Rev.8/2/17 O enin Size -Opening = (W x H) 1. 18-0911.04 35118 x 46.3/4 (HORSLIDER) 2. 18-0911.04 35'/s x 34 7/e (HOR SLIDER) 9 SF 3. 18-0911:04 35+/a x 22'7le (HOR SLIDER) 6 SF $ BED 1 4. 18-091.1.04 47 1/e x34 3/4 (HOR SLIDER) 12 SF 5. 18-0911.04 71 x46 2 (HOR SLIDER) KITCHEN 23 SF 6. 18=0918.03 35 x-55 (SHAPE) 14 SF 7. 18-0911.04 34 Ile x 46 3/4 (HOR SLIDER) 301ST FLOOR cn 12 SF ro 8. 18=0911 04,.M= 351/8 x 46:314 ' U. W (HOR SLIDER) N 12 SF 1 9. 18-0918.04 237/8 x48 DIN RM 04¢ V M N (DBL HUNG) v m N e SF - d 10. 18.0911.04 47 1/8 x 34 518 LIV RM o x (HOR SLIDER) ENTRY to D a LL 12 SF 11. 18-0918.03 34 7/e x 55 BED 2 28' (SHAPE) J 14 SF 12. 18.0911.04 34 Ila x 46 3/4 W_ OR SLIDER) 8 Z 00 N 12 SF BED 2 10 0 W � BED 3 ~ co LU U- > 7 11 Z Of Z CATWALK 2ND FLOOR CATWALK J Z V 6 12 ~ Q w CATWALK CATWALK Y N C1 ]� 0 1� O n L �.a C> LL COPYRIORTE-TEMPEST.COM 3 SCALE: NOT TO SCALE DATE: 10 Jun 17,2019 PAGE DESCRIPTION: MEAN ROOF HGT = 22' JOB#8870 Site Plan PAGE:LIAM OF1 I - 1 FILE SUR. E7yp 500 SW 12th Ave !G"T Deerfield Beach, FL 33442 AUGLLUCle ;w Ph. 561-922-6747 ST- WIN OWS - Fax.561-292-3562 in Propeq Information Building Information Owner: FRADE,KATLYN&DANIEL Wind Zone: 170 MPH. Address: 5702 RAINTREE TRL Exposure Category: C FORT PIERCE,FL 34982 Minimum Building Dimension: 28 ft. Mean Roof Height: 22 ft. Risk Category: II Design Pressure Calculations Opening Location Device JDevice Device Max Positive Max Negative Number Zone Width(in) Height(in) IF Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 35.13 46.75 7 40.6 E -44.1 -...-.-_......-- - -..._.__...................._...._ _.._-........_................... _..............................__. -- 2 End 35.13 34.88 7 41.0 -54.9 ...........---------- ...._.........---....--.......-..._.........---.......................__._..........._....._---- -...__..........................- _.................-- -------- 3 Int 35.13 22.88 7 41.0 -44.4 ---................._.. _ ._..................---- --....._..---------.......................................-...----.................---.._.....-............-........_-....................................... ...--- --- 4 Int 47.13 -34.75 7 40.6 -44.1 --......................._.......-_._........._....................................-----.............................-.......----._.............._.__.............................................................._...._..............._........ -----....._._................._.......---.-........................_...... .-................_..._._................_... 5 Int 71.00 46.00 7 38.8 -42.3 _.._ ............................... -- ---..................._.............................................................................-----......................_._......._.__........_....................................................................._.._........................._.-.................._..._........._................__._.......-..........................................--------.._._...........................-- 6 Int 35.00 55.00 7 40.2 -43.7 --..........................---..._..__..............................................------......._-.._................._._..-- -....._.........--------.............................................._................_......__....__....................................-.-. ._..._..........---..................---....................... ---- ......_........_..._--- ._..._.... 7 Int 34.88 46.75 7 40.6 -44.1 ..............._..._ ._._......._........................------.._._....................._._...__.._._.__.._._................_......................_...._._._...._............._..-................_...............................__.. ........_..................---............ ----.............-............... -- 8 End 35.13 46.75 7 40.6 -54.2 9 End 23.88 48.00 7 41.0 -54.9 10 Int 47.13 34.63 7 40.6 -44.1 11 Int 34.88 55.00 7 40.2 -43.7 12 Int 34.88 46.75 7 40.6 -44.1 Prepared in accordance ivith:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner 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) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE OPENING SHUTTERS T NUMBER or Interior OR DOOR NUMBER {+}PSF {-}PSF {+}PSF {-}PSF TESTED D DIMENSIONS MULLION REQ Y/N REQ YIN/NA 1 Int W 7/8"IMP 18-0911.04 55 55 40.6 44.1 74 X 63 35.13x46.75 N N 2 End W 7/8"IMP 18-0911.04 55 55 41.0 54.9 74 X 63 35.13x34.88 N ^ N 3 Int W 7/8"IMP 18-0911.04 55 55- 41.0 44.4 74 X 63 35.13x22.88 N N 4 Int W 7/8"IMP 18-0911.04 55 55 40.6 44.1 74 X 63 47.13x34.75 N N 5 Int W 7/8"IMP 18-0911.04 55 55 38.8 42.3 74 X 63 71.00x46.00 N N 6 Int W 7/8"IMP 18-0918.03 55 55 40.2 43.7 60 X 60 35.00x55.00 N N 7 Int W 7/8"IMP 18-0911.04 55 55 40.6 44.1 74 X 63 34.88x46.75 N N 8 End W 7/8"IMP 18-0911.04 55 55 40.6 54.2 74 X 63 35.13x46.75 N N 9 End W 7/8"IMP 18-0918.04 55 55 41.0 54.9 55 x 79 23.88x48.00 N N 10 Int W 7/8"IMP 18-0911.04 55 55 40.6 44.1 74 X 63 47.13x34.63 N N 11 Int W 7/8"IMP 18-0918.03 55 55 40.2 43.7 60 x 60 34.88x55.00 N N 12 Int W 7/8"IMP 18-0911.04 55 55 40.6 44.1 74 x 63 34.88x46.75 N N I SLIM LaA l�-1: y I r 1 COPYe M IAM I•DADE MIAMI—DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 15-2590 F(786)315-2599 PI NOTICE OF ACCEPTANCE OA) V � vw.miamidade.gov/economv Regency Plus,Inc. AUG 01 2019 2000 Locust Gap Highway Mount Carmel,PA 17851 ST. Lucie County, Penmitdng 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(AIM. 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 have 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"5405"White PVC Horizontal Sliding.Window-L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6,dated 11/26/08,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. MmILE TMPACT RATING:Large and Small.Missile_Impaet 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. 18.0122.12 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. 'NOA No.18-0911.04 M AMI•oaoe coExpiration Date: July 22,2020 Approval Date: October 11,2018 Page 1 /010*f1$ r 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. 08-1210.12) 2. Drawing No. RPLS0063,titled"Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6, dated 11/26/08,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. 18-0122.12) 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 a white PVC horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11507-1, dated 08/18/08,revised on 09/03/08, signed and sealed by Harold Rupp,P.E. (Submitted under NOA No. 08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/31/15, 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. 15-0618.03) 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 Extrusions for Windows and Doors, approved on 08/10/17, expiring on 02/28/18. Manuel Pere , Product Control Ex mi r NOA No. 18-0911.04 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-1 Regency 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. I8-0122.12) 2. Laboratory addendum letters in the Test Report No. NTCL-110.11507.1, issued by National Certified Testing Laboratories, dated 03/31/09 and 05/01/09, both signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1210.12) 3. Laboratory compliance letter in the Test Report No. NTCL-110-11507.1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.12) G. OTHERS 1. Notice of Acceptance No. 15-0618.03, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window— L.M.I., approved on 10/01/15 and expiring on 07/22/19. Manuel PerlfizJP.E. Product Controlxa iner NOA No. 1 - 911.04 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-2 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. 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. 18.0122.12,issued to Regency Plus,Inc. for their Series "5405"White PVC Horizontal Sliding Window—L.M.I., approved on 03/08/18 and expiring on 07/22/19. 2. This is a one year approval, subjected to successful verification test. Manuel Pe z,P, . Product Controltami�neNOA No. 1 Expiration Date: July 22,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS, INC. m a IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW- LMI 4 W INSTALLATIONANCHORAGEDETARS WRP a a INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH B.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TO COMPLY WITH THE CURRENT EDITION OFTHE FLORIDA ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR o o m BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY ® 7.1 WINDOW FRAME MATERIAL'ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. 0 HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE SOLUTIONS USA.INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS O STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK DO MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED JOINTS.EDGE DISTANCE IS MEASURED FROM FREE r 8 UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE } p O NCTL-110.11507-1 DATED 0820/08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE THRU MAIN FRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK ?�_y Z LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NDA). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM V=ao O ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE WHERE SPACE OF 1116 INCH OR GREATER OCCURS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN TESTING PROTOCOLS TAS-201•TAS-202 AND TAS-203. ®8.NOT USED. SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURER'S o a a S ur i PLASTIC OR BETTER INSTALLATION INSTRUCTIONS AND ANCHORS SHALL J Q 0_I Q '� 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE ®9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS a a W N F 9 5 . TO THE STANDARDS LISTED IN THE CURRENT EDITION OF 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE V y 2 p z THE FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE 10.DESIGNATIONS'X'AND'O'STAND FOR THE SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH ANCHOR MANUFACTURER. Z 7!E=p WITH SAID STANDARDS INCLUDING HIGH VELOCITY FOLLOWING: MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 C)U'z E e HURRICANE ZONE(HVHZ).REQUIREMENTS. X.OPERABLE PANEL INCH. 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS UJ K Jo�n< F$ , 0:FOLD PANEL 8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE! FOLLOWING PROPERTIES: N w W o` zd MASONRY AND 2X FRAMING AS A MAIN WIND FORCE 11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS MASONRY,OR DIRECTLY INTO CONCRETE!MASONRY, ttu W .Q RESISTING SYSTEM CAPABLE OF WITHSTANDING AND WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) USE 1/4 INCH ITW ADVANCED THREADFORM TAPCONS OF &A- WOOD PROTECTION,WOOD PROTECTION.WOOD- I9 ,o TRANSFERRING APPLIED PRODUCT LOADS TO THE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: PRESSURE TREATED SOUTHERN YELLOW PINE U $ STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER m HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER MUST OR ARCHITECT OF RECORD. WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, a d 5.1.1. 1112 INCH MINIMUM EMBEDMENT COMPLY WITH CURRENT EDITION FBClFRC AS APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.1.2. 1-1/2 INCH MINIMUM EDGE DISTANCE RELATED TO WOOD PROTECTION. 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DESIGN STANDARD ARE USED. 52. MASONRY SUBSTRATE ®B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF i ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND CONFORMS TO ACI 301. STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 522. 21NCH MINIMUM EDGE DISTANCE zL C. MASONRY-STRENGTH CONFORMS TO ASTM C90, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF REQUIREMENTS EXIST.USE OF AN APPROVED IMPACT MEDIUM WEIGHT WITH DENSITY,117 PCF. Robert J.Ammo®,P.E. RECORD. PROTECTIVE SYSTEM IN NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1112 INCH Florida RE No.49752 6,THE INSTALLATION DETAILS DESCRIBED HEREIN ARE WOOD SCREWS. wlips GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ,`�p�,� C E NgF-� FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE WALL FINISHES,INCLUDING BUT NOT LIMITED TO INSTALLATION TO DEVIATE FROM THE REQUIREMENTS STUCCO,FOAM,BRICK VENEER AND SIDING. O DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY H0 49752 :NO ELECT ONE OF THE FOLLOWING OPTIONS: 1 q 1 A OUTSIDE HVHL REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT STAi'E OF U/ SITE DOCUMENT.SPECIFIC DOCUMENTS FOR USE WITH THIS RODUC7'RRNEiYm . F L B.ISPECIFlCAPPROVREQUIRE AL REAPPLIED FOR OBTAINED 4m'd!rSCaA ONE-TIME SITE 's de�tYe FloAh ........illi o�A;,�N�d� mlk FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL TABLE OF CONTENTS 4,rssp:an:e No rz SHEET REV. SHEET DESCRIPTION g�pe.n Iry Dsi 1 F GENERAL AND INSTALLATION NOTES RODUCT REVISED 2 F ELEVATION AND ANCHOR LAYOUTS d1"01$" L3cvLod as complying withrite Florida 3 F VERTICAL SECTIONS Building Cade cceptmoe tlo B-0172.12 j 4 F HORIZONTAL SECTIONS,GLAZING DETAIL 8.CORNER DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING E<pimtioo Dat 9 5 F CORNER DETAIL LARGE MISSILE Y B F COMPONENTS AND BILL OF MATERIALSr5 0 IMPACT. Mi Dade Product i i L7 3/4"MAX FROM CORNERS(TYP.) 12"MAX.O.C.(TYP.) @ HEAD&SILL @ HEAD&SILL FROM PARTING 12 1/2"MAX.O.C.(TYP.) o STOP CORNERS a HEAD&'SILL 9 W U • FROM PARTING w o STOP CORNERS(TYP.) a a 0 a I � 5 1 MAX. FROM FRAME CORNERS(TYP.) n 13" i i 12" 8 LL O.C.TYP. O ii X O.C.TYP. z g� N 74"MAX. o Ei FRAME WIDTH i a oo 343 MAX. MAX. INSTALLATION ii ¢o ..a m D.L.O. D.L.O. ANCHOR(TYP.) ii J°d a 00 z UNC 0 0 MAX.J4" PARTING STOP 6 0 a 4 FRAMANCHOR(TYP.) �6."MAX.O.C.FROM no �F HEAl IGHFRAME CORNERS(TYP.) g W � E1 STEEL REINFORCEMENT N Ir MAX. B C 3"MAX.(TYP.)@ HEAD&SILL row 14-11Ir ,19� 3 3 FIXED W!(2)EVENLY FOR WOOD SCREWS v D.L.O. SPACED METAL SCREWS 4"MAX.(TYP'.)@ HEAD&SILL © og FOR CONCRETE SCREWS ��o Fo ii /�D F P.E."MAX.FROM C.L.(TYR)@ HEAD&'SILL`© Raba tJ.Amanrso,P.E. _ Flodda P. No.49752 4 �Eggp 6"MAX.FROM'C.L. TYP. HEAD&E 57 1/2" SILL FOR WOOD SCREWS ��.�``� PMES q •.,°� q O u X Q MAX. 7"MAX.FROM C.L.(TYP.)@ HEAD&• `�aO�Q;•��cENSF.��G ii D.L.O. SILL FOR CONCRETE SCREWS.•Q ��r No as752 ;r II G * _= ANCHOR LAYOUT ii �i STAT�1 p��,• ii REINFORCEMENT EXTERIOR VIEW Alt �� ii �� °O•is�ONF4�Eoac°�� I 1 1/2"x 1/4"WEEP HOLE smut•REN 2 5/8"FROM END(TYP.) aacsmpl}S"gwllaSkeF4"Sin PRODUCT'REVISED A 9®x11ng Cade tom wish the Florida 4=It.. re No!fg• f!•D a"Idme Co1 -DIN4 3 E.Plratiou P le 2 0 Acccpl® N ce o ELEVATION ®r r EXTERIOR VIEW 471em .de rroduer o" Mem nde Prodict ONE BY WOOD 19 1/4" ITW TAPCON #12 WOOD SCREW 12 ONE BY WOOD z BUCK BY OTHER INSTALLATION ANCHOR STALLATION ANCHOR BY OTHERS (SEE NOTE 5, SHT. 1) 7/8" MIN- (SEE NOTE 5, SHT. 1) m 3 1/2" MIN. WOOD BUCK PROTECTION BY EDGE DIST.© SHEATHING EDGE DIST. TWO BY WOOD S OTHERS (SEE INST. NOTE BY OTHERS BY OTHERS 9 d 11A) (SEE NOTE 4, SHT. 1) m� CONCRETE BY OTHERS ti: o o. EXTERIOR FINISH ;^w; Fw o��m (SEE NOTE 4, SHT. 1) =EMEB/EDM�EN #8 BY OTHERS X 1 1/2" 'r c - 'o w� 1 1/2" MIN. # / ±:; -` WOOD SCREW ±:s.••t:; a a= 8 X 1 1 2"14 ""�" 14 #8 X 1 1/2"14 -„.,."`• EMBEDMENT j WOOD SCR ?, WOOD SCREW Y 1/4" MAX. 1/4” MAX. EXTERIOR FINISH SHIM SPACE 10 SHIM SPACE BY OTHERS PERIMETER CAULK �� 10 BY OTHE21 PERIMETER CAULK �� o BY OTHERS Qo 10 0 o 1 6 O a w 21 w~2, 2 4 5�-- 8 HIEIG�T ou S a 16 15 2 P 4 y=�FO ry-• .t< 0LU g mz 16 15 a C7 W NCO VERTICAL SECTION < $ B CONCRETESUBSTRATE, O O U fY D n OPERABLE P O° W WINDOW EXTERIOR FVOED INTERIOR EXTERIOR INTERIOR > HEIGHT SEE GLAZING C VERTICAL SECTION W �p��_ w 8H f. DETAIL 2 WOOD SUBSTRATE w 16 SHEET 3 15 oPERABP�P�RowN. v , 9 2 q a g� m 2 27 8 INTERIOR p 5 21 11 9 2 8 16 4 15 S j Q a 1 Robert J.Punc aw,P.E. 6 Florida P.E.No.497E2 24 22 °Sims 11ii. PERIMETER CAULK 10 23 ENg o9G� 10 BY OTHERS Q #8 X 1 1/2" 21 No 497 2 #8 X 1 1 o 14 WOOD SCREW :Jo _ I /2" 1 4" 17 MAX. WOOD SCREW 14. p / _ SHIM SPACE Q o o 0; STA 3'E OF •' EXTERIOR FINISH BY OTHERS y, Kn; �_ �iviS�OIVAe qEN°°°P CONCRETE BY OTHERS e e e 1 1/2" MIN. (SEE NOTE 4, SHT. 1) EMBEDMENT . e eq .o o e 'ROWK7p PRODUCT REVfSFD 1 ONE BY WOOD � 15 18 16 25 seeoptyfeRstil M(� =S arnoyms khh Fboriea 1/4" ITW TAPCON 13 1 1 2" MIN. ;�'p�«N«�8'ORll.o4 Building Code. I BUCK BY OTHERS / (SEE NOTE 5, SHT. 1) INSTALLATION ANCHOR EDGE DIST. ® EXTERIOR Expire oauale -N,e.ppiml�on�1 •D12212 WOOD BUCK PROTECTION A VERTM k EEETE CTION D HORIZONTAL SECTION BY BY OTHERS (SEE INST. OPEREAiEPANEILSHOwN. Hwm h5am ^d. wM NOTE 11A) ED=SMLAR I i 1/4" MAX. SHIM SPACE SHIM AS 14 #8 X 1 1/2" WOOD SCREW ODD 1SCREW 14 1/4" MAX. REQUIRED 1 1 1/2" MIN. EMBEDMENT - CONCRETE 1 1/2" MIN SHIM SPACE 15 18 3 7 1" MIN. EMBEDMENT - MASONRY B 10 EMBEDMENT 10 1 19 17 16 INTERIOR 13 1/4" ITW TAPCON INSTALLATION ANCHOR w SHIM AS REQUIRED �U 12 WOOD SCREW q 1 1/2"" MIN. EDGE DISTANCE - CONC. w o n # 12 V 2" MIN. EDGE DISTANCE - MASONRY Lu N o INSTALLATION ANCHOR d + 0- T_— 0 'q ;S. CONCRETE OR MASONRY 4 . BY OTHERS 7MIN. Q ..V V (SEE NOTE 4, SHT. 1) EDGEE D DISTANCE 4' V ISOLATION MATERIAL BETWEEN a 0 2 6 21 23 0 V Q. WOOD BUCK & MASONRY 30 N 0 TWO BY WOOD OPENING BY OTHERS O o e..:�''.":,i'• � FRAME BY OTHERS r:f'i:s' �O ONE BY WOOD ZZ (SEE NOTE 4, SHT. 1) ;+`..:.•;:i BUCK BY OTHERS Wo SHEATHING �'!_::; d• SEE NOTE 5, SHT. 1 > 0.6 BY OTHERS 20 15 EXTERIOR 5 1 10 V ( ) l;!�r'•'f'lt;ti;i'. -5i3 #8 X 1 1/2" i 8 wQ v vi #8 X 1 1/2" 14 �ri WOOD SCREW 14 10 ERIMETER CAULK PERIMETER CAULK WOOD SCREW 3=(L�o I y Z BY OTHERS BY OTHERS _ .o0 € EXTERIOR FINISH IL L7- ^JZ BY OTHERS EXTERIOR FINISH y y 2 0mq HORIZONTAL SECTION BY OTHERS z _�, E wOOO PRAMS SUBSTRATE HORIZONTAL SECTION �a v ovi pN (I-MM PANEL SHOWN, F CONCRETE/MASONRYSUBSIRATE W J a2 ��."�.,eN Om:oeniF PANEL SIAM-AR) (OFMtBAIPPANELSHOWN, o g O Q $ P/XED PANEL S7MEAR) o W� �p$�Q`¢g N N� GP� J Ic—o L9�2 7/8" O.A. LAMINATED GLASS CONSISTING ¢Z Ii. 1g OF: EXTERIOR LAMINATED GLASS 0 ` T (2) 1/8" ANNEALED GLASS W/ 0.090" fe KURARAY AMERICA INC. TROSIFOL s E INTERLAYER, 0.39" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, Robert J.Amoroso,P.E INTERIOR 1/8- TEMPERED GLASS FlohEo P.E.No.49752 15 26 / 1 26 OR EXTERI16 Ot�Q.�`C Elyg OpG�� 17 2 \ INTERIOR No 49752 :moo 1/2" INTERIOR f EXTERIOR 1/2" GLASS BITE STATE OF I GLASS BITE :mow ® � a 1 27 4 rrrrrrNA��►�`�� 16 27 8 1:UdlUCTRfiNE10'11&) GLAZING DETAIL 1 ,.6� be ROJUCf with GLAZING DETAIL,2 �,s,l,,, na< riod. ua=torien uildm:g Cude E�tb r.riF:o QTetc 20M . tim Dnt p � :k Prafitrc!Cnr.! ni:%de Tzx)actC i fIfVVV,,, i I , i � a WELDED MITERED $ CORNER CONSTRUCTION 9 W U wLL s o0 ` J O, Z �w / r � Q 2"O.C. z r0D- v v y= �P•) �a a zrii m y wz 14 CL0WIN, W 14 �o¢�O Al \ yl a n >rHe 10 W� tz N N 1 un J ® TILT LATCH 0.697• STEEL-ZINC COATED ME �E 0.176" 0.323" a . 4 SHIM 0.345• - 0.205• R.t.MJ.A.xuae.P.E D NOTE: CORNER DETAIL 1X PT WOOD BUCK 0.166"JFl��P.E.N".<97� .. � o`�aoenu�y� PARTING STOP EXTERIOR PERIMETER BY OTHERS3 -0.377" 0.709' � — OoO�Q�..OEM F TO BE SEALED TO 1X PT.WOOD BUCK 1.9061, 2.211• T: ko 49752 :o WITH SIKA 551 SILICONE 5.622• 0.669• ❑ - 1� O 0.103° 1.067' O—1 �:: STAT OFTt 1.012. 0 0.709•. TT 'a,/o'�Oryk9�C,0000 0.544" 0.157•J X:IIifI1C1'It6flIE1i'�.& PRODUCT REVISED �a eitnl2.,A.g.1th Ike W1.4k as rnmPl i g with ftFloli fia. 4z:EEr,�C+r+?t Denim's Code 46"a[?stn=N` IS- Anv,[t�[ac Nu,� •0 !'L F.��Je3�s:v?//:annrw $0 Ey � Rafe syyyJ[� DJC s{k.':1[ 1'A[G^0'.ifi4eP R m1 LAtk.�-'Pat9teY � � f O1 MAIN FRAME WEEP HOLES(SILL): O SASH FRAME GLAZING STOP-OPERABLE LITE 2 WHITE RIGID PVC 112"X 1/2"EACH END(INT:TRACK) WHITE RIGID PVC 0 GLAZING STOP W/HANDLE- ® WHITE RIGID PVC m 0.070"THK. 1/2"X 3/8"MIDSPAN(INT.TRACK) 0.068"THK. WHITE RIGID PVC 0.055"THK. a 5/8"X 3/8"EACH END(EXT.TRACK] 0.055"THK. g U Lfl] Ljfil�J14rJl�- �= u � 5/16" u—� 4 3/16" �5/16' 6" � 1" �1 �8a1 9/16" — 1/ " NLL� zF 2 3/4" O SASH COVER 17 GLAZING STOP-FLXED LITE 19 PANEL STOP/FRAME COVER QD t WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1 3/8" 0.075"THK. 0.070"THK. 0.050"THK. �� 5/16" J— �- uomiCrRE xr5/16" _� desuplyios wkm L� 1/2' 9/16" v�6ai.-.R C uk o o $ LL I hrcaptz:!ex No -O .0,¢ 0 a O �-3 1/4" CzpEraeS,epatc "jO 1 3/8.,� I`1" zm o¢ Lu d'tlst��i aac B'ro 5 POCKET COVER (6)POCKET COVER a W o (EXT.TRACK) (INT.TRACK) © TILT LATCH BILL OF MATERIALS Z N WHITE RIGID PVC STEEL-ZINC COATED ITEM# DESCRIPTION MATERIAL SUPPLIER di 4¢F¢-o >m �_ D.070"THK. WHITE RIGID PVC 1 MAIN FRAME WHITE RIGID PVC •'EFS i a a O 0.070'THK a c�1 N m 5 SEE SHEETS 2 SASH FRAME WHITE RIGID PVC "`EFS y F.a o 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS t> 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC ••EFSo v y E„ 1 1 16" / 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC "EFS m a`S z ee l 1 16" 6 POCKET COVER INT.TRACK) WHITE RIGID PVC •'EFS rn Z' e LL 7 SASH COVER WHITE RIGID PVC "EFS w wg WEEP HOLES: " 1 7/8" —I 8 REINFORCEMENT(SASH FRAME)75 GA. STEEL ALLOY 1008/1010• REGENCY PLUS,INC, rn o ,V 1 7/8"— 3!4"X 318"EACH END v VM m 9 INTERLOCK COVER WHITE RIGID PVC •'EFS 1!4"X 9/16"MID SPAN ¢ 10 PARTING.STOP WOOD PT SYP G=0.55 MIN. 10- z T O INTERLOCK COVER O 11 CAM SWEEP LOCK&KEEPER STEEL TRUTH O REINFORCEMENT 9 18 FIXED MEETING RAIL 12 #12 WOOD SCREW INSTALLATION ANCHOR STEEL — a WHITE RIGID PVC SASH FRAME WHITE RIGID PVC 13 114"ADVANCED THREADFORM TAPCON STEEL ITW 0.070'THK STEEL 0.066"THK. 14 #8 X 1 1/2"WOOD SCREW STEEL — R"Warta.aam 'P.E 0.050"THICK Flcatla PAN..49752 J — F 30-50 SKI 15 7/8'0,A.INSULATED GLASS(SEE GLAZING GLASS EDGESEAL 'p11e�"/ y DETAIL ON SHEET 4 P° �� Fu-37.5-68.7 KPSI O ) °°°� pMES 15/16" �� 16 SIKA FLEX 552 SILICONE SIKA ��P�• .......ENg �grri 13 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC "EFS �0;• 6 . 1 3/4" /16"� 2 3/16 18 FIXED MEETING RAIL WHITE RIGID PVC "EFS = No 49752 :`Po 19 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS 7`I. / t3 43/4" 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC '•EF8 Jy j1v Ev ? O10 PARTING STOP 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB STATE OF .4i t WOOD 25 REINFORCEMENT 2 1/16- 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G FLXED MEETING RAIL 23 HURRICANE TILT LATCH(1057 EW)(SEE NOTE BELOW) STEEL-ZINC COATED VISION IND. rr S r1 °s STEEL 24 WEEP HOLE COVERS PLASTIC RO-MAI ire r�N011„a° 0.050°THICK 20 POCKET INSERT 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. STEEL ALLOY 1008/1010 REGENCY PLUS,INC. Fy=30-50 KSI FIXED PANEL 26 ENDUR 9.8 SS SPACER STAINLESS STEEL CARDINAL Fu=37.5-68.7 KPSI WHITE RIGID PVC 27 GLAZING PAD(SETTING BLOCK-2NB-8K-125.028.026 NEOPRENE FRANK LOWE 0.060"THK. ®NOTE: HURRICANE TILT LATCH BY VISION IND.USED TO SECURE OPERATING SASH TO MASTER 'RODUC.T REVISED 1 1/2" �q emPtYinB wim-11 PMsfda �—IIIIIIuIIIIIII 13 16" FRAME.NOT SHOWN IN DRAWING, uuitame caaa l 15/16" / A, pt c- 112 ieaticm Da *ASTM A-Al008A/Al 09 A ** EFS:ENERGI FENESTRATION SOLUTIONS 0 USA,INC.,PER CURRENT MD NOA. ; Ma,,, proau, 8`1LE MIAMI•QADE COPY.—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION 5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA RECEIVED wJw.miamidade.gov/economy Regency Plus,Inc. 2000 Locust Gap Highway AUG 01 2019 Mount Carmel,PA 17851 ST. Lucie County, Permitting 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 have 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"5108"White PVC Fixed Window-L.M.I. APPROVAL DOCUMENT:Drawing No.RPLS0060,titled"Impact 5108 Series Fixed Window"sheets 1 through 5 of 5, dated 09/16/08, with revision G 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. 18-0122.10 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. NOA No.18-0918.03 MAMMA COUNTY Expiration Date: January 28,2020 f Approval Date: October 11,2018 ®J4,1`j� 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. 08-1021.04) 2. Drawing No. RPLS0060, titled "Impact 5108 Series Fixed Window" sheets 1 through 5 of 5, dated 09/16/08, with revision G 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. 18-0122.10) 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 a series 5108 white PVC fixed window, prepared`by National Certified Testing Laboratories, Inc., Test Report No. NCTL-110-11363-1, dated 05/15/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08.1021.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 06/11/15 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. 15-0618.01) 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 Extrusions for Windows and Doors, approved on 08/10/17, expiring on 02/28/18. Manueyf er4z,P.E. Product Cont 1 E miner NOA No'190918.03 Expiration Date: January28,2020 Approval Date: October 11,2018 E-1 Rellency 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 NDA No. 18-0122.10) 2. Laboratory compliance letters for Test Report No. NCTL-110-11363-1, dated 05/15/08, issued by National Certified Testing Laboratories, Inc., signed and sealed by Harold E. Rupp,P.E. (Submitted under NOA No. 08-1021.04) G. OTHERS 1. Notice of Acceptance No. 15-0618.01, issued to Regency Plus, Inc. for their Series "5108" White PVC Fixed Window- L.M.I., approved on 10/01/15 and expiring on 01/28/19. ManuelKez,P.E. Product Contr 1 Eyaminer NOA No. -0918.03 Expiration Date: January 28,2020 Approval Date: October 11,2018 E-2 , Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. 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. 18-0122.10, issued to Regency Plus,Inc. for their Series "5108"White PVC Fixed Window—L.M.I., approved on 03/08/18 and expiring on 01/28/19. 2. This is a one year approval, subjected to successful verification test. i i Manuel P ez, E. Product Con trolxam' er NOA No. 18- 8.03 Expiration Date: January 28,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS, INC. A IMPACT 5108 SERIES'FIXED WINDOW INSTALLATIONANCHORAGEDETAMS W RP E a �o a no 5w = t7 GENERAL NOTES: INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH B.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE N ®TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY ®7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. 2 o O HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURES SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS U °d STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT }�a w o 33 D� MIAMI-DADE NOTICE OF ACCEPTANCE INCA). PRODUCT INSTALLATION. INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. O < B 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED ® EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK } ro o UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. ¢ Z w ®NCTL-110-11363-1 DATED 05115/08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE (j='� ~O LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE INCA). SHIM SIZE IS 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN Z(7�W Z m to ACCORDANCE WITH THE HIGH VELOCITY HURRICANE ® OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED ACCORDANCE WITH ANCHOR MANUFACTURERS ai= X Z m 17 O ZONE TESTING PROTOCOLS TAS-201,TAS-202 AND 8,NOT USED. OF HIGH DENSITY PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE IL Qa LL O Z TAS -203. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE IL 0—i w g o e.GLASS MEETS THE REQUIREMENTS OF ASTM E130D-04el. 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD MINIMUM STRENGTH SPECIFIED BY THE ANCHOR c}7 y 0: 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE SEE SHEET 3 FOR GLAZING DETAIL. SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MANUFACTURER 2 5 x N y TO THE STANDARDS LISTED IN THE CURRENT EDITION OF MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 �O UU mo Z E ®THE FLORIDA BUILDING CODE(FBC)AND IS IN 10.DESIGNATION'O"STANDS FOR THE FOLLOWING: INCHES. ®11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN S COMPLIANCE WITH SAID STANDARDS,INCLUDING HIGH O:FIXED PANEL ARE BASED ON SUBSTRATE MATERIALS WITH THE VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE! FOLLOWING PROPERTIES: c U O v Qza 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS®MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY, N aQ Z s- 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE ® WAS NOT USED IN THE DESIGN OF THE PRODUCTS) USE 1f4 INCH ITIM ADVANCED THREADFORM TAPCONS OF A.WOOD-SOUTHERN YELLOW PINE-MINIMUM 1 s a' MASONRY AND 2X FRAMING AS A MAIN WIND FORCE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: SPECIFIC GRAVITY OF 0.55.LUMBER MUST COMPLY " RESISTING SYSTEM CAPABLE OF WITHSTANDING AND HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE 8 WITH THE CURRENT EDITION FBC/FRC AS RELATED TO w i o d TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, S.I.I. 1 112 INCH MINIMUM EMBEDMENT WOOD PROTECTION. (9 m STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12. 1-1/2 INCH MINIMUM EDGE DISTANCE B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF N OR ARCHITECT OF RECORD. DESIGN STANDARD ARE USED. 52. MASONRY SUBSTRATE2600 psi AND CONFORMS TO ACI 301. 52.1. 1 INCH MINIMUM EMBEDMENT ®C.MASONRY-STRENGTH CONFORMS TO ASTM n S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 522. 21NCH MINIMUM EDGE DISTANCE 690.MEDIUM WEIGHT WITH DENSITY>l17 PCF. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT ® Roberti.Amoroso,P.E. STRUCTURE.SUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#6 X 15/8 INCH Florida P.E No.40762 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF WOOD SCREWS.3/8"MIN.EDGE DISTANCE REO'D. RECORD, 13.EACH WINDOW ASSEMBLY SHALL BE LABELED WITH A PERMANENT LABEL AND/OR STAMP WITH THE EXTRUDER 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE `,,T�611�g17 E.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE CODE AND"MDCA". WALL FINISHES,INCLUDING BUT NOT LIMITED TONM ES 4 GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS STUCCO,FOAM,BRICK VENEER AND SIDING, OF.Q;•��O E Ng "O,p moi, I FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE *UC,I, No 49752 Geo INSTALLATION TO DEVIATE FROM THE REQUIREMENTS m e��pSyisgalsh '* DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY A.-iding Crsda z J ELECT ONE OF THE FOLLOWING OF A .s,.ygNp ISA9I S•Q� m 1�� •¢ G-nmw"4-Dste 7I0� : STATE OF •:�Q/` A OUTSIDE HVHZ:REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMITSITE SPECIFIC DOCUMENTS iSy + TC•:c(O R T B.INDOCUMENT.E HVHZ:REQUIRE THAT AOONESTIME SITE E WITH IS r%Tena x.7-P�ncMar Co 'SS�01VAL�N�?`� SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED DA TABLE OF CONTENTS FROM THE MIAMI-DADE COUNTY PRODUCT -. ® CONTROL. SHEET REV. SHEET DESCRIPTION PRODUCT REVISED i 1 8 GENERAL NOTES,INSTALLATION NOTES&D.P.CHART u complying wOhtLe Florida 2 B ELEVATION AND ANCHOR LAYOUTS Baild"mg Cade J$•010.7D DESIGN PRESSURE RATING(PSF) IMPACT RATING Acceptmoe Tio y 3 B HORIZONTAL 8 VERTICAL SECTIONS 8 GLAZING DETAIL-OPT.INSTALLATION Die ±55,0 PSF LARGE MISSILE 4 B HORIZONTAL&VERTICAL SECTIONS-PARTING STOP INSTALLATION By IMPACT 5 8 COMPONENTS,BILL OF MATERIALS&CORNER SECTION Miran' nde 1 ) A3 3 E4 4 m Ho H 4 4 4 1 FL) mm Gj Go V on R M § Do D a o 0 3 3 w C Compp o � o o0 3 A g E Fo y oo� � z�T oom vi ELEVATION x= m ~ " �Qi � z EXTERIOR VIEW }f w w o MAX.UNIT WIDTH 60" MAX.UNIT WIDTH 60" i M M W¢ m �¢ D.L.O WIDTH 54 1/2" D.L.O WIDTH 54 112" W o mo o r 6"MAX.FROM CORNERS(TYP) 6"MAX.FROM CORNERS(TYP) o Im-> � 8"MAX.O.C.SPACING(TYP) N ¢ B 8"MAX.O.C.SPACING(TYP) a<w 1� 6"MAX.FROM 6"MAX.FROM - B CORNERS(TYP) CORNERS(TYP) g m w 8"MAX.O.C.SPACING(TYP) 8"MAX.O.C.SPACING(TYP) a=r F R"b"a J.N"musv,P.E. Fl"dde P.E Na x9762 ANCHOR(TYP.) MAX.UNIT MAX.UNIT �.`Qt � Sloop 4� HEIGHT / HEIGHT 10"MAX.O.C. D.L.O. 60" D.L.O. 60" �' No A9752 Po PARTING STOP SPACING(TYP) HEIGH HEIGHT ANCHOR(TYP.) 54112" INSTALLATION-/ 54 1/2" 4 1/4"MAX.FROM ANCHOR(TYP.) STA7� OF W CORNER(TYP) � O r,��s's��ld 6e�eCbJ i 4 1/4"MAX.FROM I I I I 10"MAX.O.C. ��iii III�� FFhFFF^itt--- CORNER(TYP) SPACING(TYP) PPODUCMEVISED ANCHOR LAYOUT ANCHOR LAYOUT stxm{+ly ng wiN FImMo 69 COp1pl"'R vuh the wilding Code •[q4:l:op,Celle 3 tr -No lB-0n2.,b PARTING STOP INSTALLATION OPTIONAL INSTALLATION •.ec*No/B�/ �aS on Dnte Cr' .{Sn!{nA Si 1L2 EXTERIOR VIEW EXTERIOR VIEW r R9 as Deek Proa6�1 1. t a,mFs�+d C I i i A7/8"MIN.EDGE DISTANCE 1/4"MAX SHIM a � #12 WOOD SCREW 2X WOOD FRAME INSTALLATION ANCHOR 1 1/2'MIN.EMBEDMENT BY OTHERS SHEATHING 2X WOOD FRAME 4 AA BY OTHERS BY OTHERS m EXTERIOR FINISH 1 1/2'MIN. O BY OTHERS EMBEDMENT 1 2 3 4 'O r$ #12 WOOD SCREW INSTALLATION ANCHOR ¢ Q o a ao 1 �w PERIMETER CAULK INTERIOR BY OTHERS 2 1/4"MAX SHIM 3 A 7/8"MIN. 5 EDGE DISTANCE 4 co z m o 6 m N a EXTERIOR SEE GLAZING DETAIL 1 a a t o ........ ........ ON THIS SHEET 0 m SHEATHING BY OTHERS 5 6 �-=!g W VERTICAL SECTION > oo� B OPTIONAL INSTALLATION EXTERIOR FINISH g Zo BY OTHERS. PERIMETER CAULK ci 3 z WOOD FRAME SUBSTRATE BY OTHERS H=Q X m m Z o 9 4 MAX.O.A.FRAME WIDTH a J y r >F W�F 0.576"GLASS / r.�HORIZONTAL SECTION z N W rz BITE ` OPTIONAL INSTALLATION LU p v mo W 0 e E MAX.OA WOOD FRAME SUBSTRATE rc c F U 8 g FRAME c r— HEIGHT 56 N a W #g��5 ® 7/8'OA INSULATING GLASS CONSISTING OF: I I 1/4'MAX.SHIM ® 1�Oss 1/8'ANNEALED GLASS,0.090"TROSIFOL INTERLAYER I I BY KURARAY AMERICA INC.,1/8"ANNEALED GLASS, 1 1/2"MIN.EMBEDMENT-CONCRETE z a e 0.39°AIR SPACE,1/8"INTERIOR TEMPERED GLASS 1`MIN.EMBEDMENT-MASONRY O 0 e w a GLAZING DETAIL 1 / o a 0 f CONCRETE/MASONRY o ✓.: BY OTHERS F = 4 3 2 1 Robert J.MIIOMD.P.E. 1/4'ITW ADV THRFM TAPCON Flontle Na.49752 EXTERIOR 4 INTERIOR INSTALLATION ANCHOR 5 �4%, SWES PERIMETER CAU LK 3 Q%04P,� CE1VS�O�w BY OTHERS 2 ® ��• No 49752 EXTERIOR FIN[ 1 112"MIN.EDGE DISTANCE-CONCRETE _ SH1/4'MAX SHIM '' 2'MIN.EDGE DISTANCE-MASONRY BY OTHERS q.; ; 1X WOOD BUCK4 1 1/2"MIN. BY OTHERS EMBEDMENT® ISOLATION MATERIAL 6 5 Y OTIX O ERSOD UCK ��i�ieS�O�A BETWEEN WOOD BUCK 8 CONCRETE BY OTHERS PERIMETER CAULK BY OTHERS CONCRETE ® (SEE NOTE 4,SHT.1) ISOLATION MATERIAL BETWEEN WOOD BY OTHERS 114"[TW ADV THRFM TAPCON ® EXTERIOR FINISH BY OTHERS BUCK&CONCRETE/MASONRY BY OTHERS PRODUCT RE:ISFD ®1 1/2'MIN.EDGE DISTANCE INSTALLATION ANCHOR —MAX.O.A.FRAME WIDTH RMUCF RENEWIM s eoreplying Ith the Fronde Building Cud Mc.pNnee Nd m easnplllnp aUh Nu Fjodat 9•DI?4.10 A HORIZONTAL SECTION �ch;Py3 cY`ra VERTICAL SECTION • ti- OPTIONAL INSTALLATION D CONCRETE SUBSTRATE OPTIONAL INSTALLATION e:-IrmC Ca CONCRETB/MASONRY SUBSTRATE BY ProQOrt 6y �3istz' •L'stimR 412 WOOD SCREW d 7/8"MIN.EDGE DISTANCE INSTALLATION ANCHOR 2X WOOD FRAMEm BY OTHERS 1/4'MAX SHAM' `' o SHEATHING 1X WOOD BUCK 1 1l2°MIN.EMBEDMENT�— 0 BY OTHERS BY OTHERS 2X WOOD FRAME 8 4 EXTERIOR FINISH BY OTHERS m ig BY OTHERS 1 1/2"MIN. 7 1 2 3 4 U o^ 7 EMBEDMENT #12 WOOD SCREW ~ 6 114"MAX SHIM o �'N 6 INSTALLATION ANCHOR a o— a� PERIMETER CAULK 7 7/8"'MIN. BY OTHERS 1 EDGE DISTANCE J 5 3 Z 6 4 INTERIOR 7 5 6 ao o S o a EXTERIOR SEE GLAZING DETAIL 1 SHEATHING BY OTHERS B 3 cy7 o ON SHEET 3 0 Z o o w EXTERIOR FINISH ¢ Z w F VERTICAL SECTION ci m PARTING STOP INSTALLATION BY OTHERS �a WOOD FRAME SUBSTRATE PERMITER CAULK y=¢X Z m m Z o BY OTHERS MAX OA FRAME WIDTH— °a a LL 0 m C9 w � YF wmwo G HORPARTING STOP SECTION W w Q E„ MAX O.A. WOOD FRAME SUBSTRATE z c 0„�,U FRAME o t w Ed x o HEIGHT N a> ®s 1/4"MAX.SHIM �Q ,ag^= 1 1/2'MIN.EMBEDMENT-CONC.® p S u 1'MIN.EMBEDMENT-MASONRY Ny'm 0 CONCRETEMASONRY = a BY OTHERS 6 4 3 2 1 7 ix"ebn J.nma usa,P.5. 1/4"ITW ADV THRFM TAPCON Fla de P.E No X9752 4 i` INSTALLATION ANCHOREXTERIOR l PERIMETER CAULK 5 D 2 3 INTERIORX WOOD BUCK ........F Opti BY OTHERS 7 1 BY OTHERS T� ® e No 4975 i`PO EXTERIOR HEIRS SH F1/4'MAX SHIM 1 1/2"MIN.EDGE DISTANCE-CONC. Ar ;•.2"MIN.EDGE DISTANCE-MASONRY O�• STATE OF •:�/[/ 1 6 5 1X WOOD BUCK °°Oji°S70fVALEN�`��, ISOLATION MATERIAL 1 1/2"MIN. BY OTHERS etoo,dolls BETWEEN WOOD BUCK& EMBEDMENT ® PERIMETER CAULK BY OTHERS 5 CONCRETE/MASONRY CONCRETE BY OTHERS ISOLATION MATERIAL BETWEEN WOOD BY OTHERS (SEE NOTE 4,SHT.1) ® EXTERIOR FINISH BY OTHERS 1!4°ITW ADV THRFM TAPCON BUCK&CONCRETE/MASONRY BY OTHERS PFODIXF REMED 1 1/2"MIN.EDGE DISTANCE INSTALLATION ANCHORtmaD1lCi RFt9EtiiRi� oe ilding iole �heFlmidn ® —MAX+MAX O.A.FRAME WIDTH roga�vtt6t4eM�aa4ffiE DuitdingCoae e3a'A7�g Cod,. Aecepinaoe No�E VERTICAL SECTION HORIZONTAL SECTION >w s^��,"! .o3 �h�"=-m OD PARTING STOP INSTALLATION H PARTING STOP INSTALLATION y CONCRETE SUBSTRATE CONCRETE/MASONRY SUBSTRATE 1 a Q MAIN FRAME Q FRAME COVER3O POCKET INSERT ® GLASS STOP 0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS m " ' a A O 1-4.17W � 0.689' 0.552• 4_ 1.635• yt ¢ 0.60' S11L 0.825 W n a 0.542" amu-I 1.D31' 0.750' 2.730' �" 6 Y' D. a ' I 1�4}00' 'w 0 0 m m n U m 0 111 s J O ® PARTING STOP SYM# PART# DESCRIPTION MATERIAL MANUFACTURER V) m m QA A 1 IV-1060 MAIN FRAME WHITE RIGID PVC "`EFS ® �w ✓ Q 2 IV-1070 FRAME COVER WHITE RIGID PVC EFS "EFS:ENERGI } zo a FENESTRATION a U 0.750• k 3 N-1079 POCKET INSERT WHITE RIGID PVC **EFS SOLUTIONS USA, z A acnv; �� QA 4 IV-1103 GLASS STOP WHITE RIGID PVC '"EFS INC.,PER CURRENT ai z X¢ m my ® 1.600 5 IV 1070 SIKA FLEX 552 SILICONE BACK BEDDING SILICONE SIKA MD NOA. .-j <.y f S z 6 7/8"O.A.INSULATING GLASS CONSISTING OF: ® GLASS >N Lu Lu– " A 1/8"INTERIOR TEMPERED GLASS,0.39'AIR SPACE, w v<oiLL $ 1/8"ANNEALED GLASS,0.090"TROSIFOL INTERLAYER O o MOuj "> BY KURARAY AMERICA,INC.,1/8"ANNEALED GLASS o F m Qq 7 11/2"X3/4"PARTING STOP WOOD q 8 #6 X 1 5/8"WOOD SCREW(INSTALUT ANCHOR) STEEL 8 9 — ENDUR 9.8 SS SPACER STAINLESS STL. CARDINAL a 1�-t, 10 2NB-8K-125-028-026 GLAZING PAD(SETTING BLOCK) NEOPRENE FRANK LOWE o g d w 0 i Robert J.Amoroso,RE � Flodtle P.E.No.49752 2 "S11111111" I Or"E lv W1,M5p Oen I G. STATE OF •W I RODt)C7•RFliie9YE8➢ SNS O R 1 .......... • u c2rny1yin3MJh t$e r� SG\, e` 'I"idiav,Cn9e RGj(tic+s°�',`` 4ncytrttae No 18-0`18.03 i Esylr tFi3 Gat: W20 Oy IRODUCT REVISED rJi.ni Gcue r .. cemPlyinB with the Florida uildiug cowl$-p122.10 Y Dade Ro60et . ACORNER SECTION I i Py M®DQE Co MIAMI—DADE COUNTY , FILE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION -2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA RECEIVES www miamidade. ov/econom Regency Pius,Inc. 2000 Locust Gap Highway AUG 01 2019 Mount Carmel,PA 17851 SCOPE: ST. Lucie County, Permitting 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 have 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 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. NOA No. 18-0918.04 MIAMI•DADE COUNTY Expiration Date: May 06,2020 Approval Date: October 11,2018 v!O r411S 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 5` 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 0 1 A 8/18, 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 Eztrusi ns for Wi ows and Doors, approved on 08/10/17, expiring on 02/28/18. Man el erez,P.E. Product Co4 r Examiner NOA No.18-0918.04 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-1 Regency 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. 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. Manue e e P.E. Product Cont of Exa finer 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. 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 Fxaner NOA No. 8-0 8.04 Expiration Date: May 06,2020 Approval Date: October 11,2018 E-3 REGENCY PLUS m SERIES 5305 TILT DOUBLE HUNG IMPACT VINYL WINDOW LVSTALLATIONANCHSORAGEDETAMS W ° s GENERAL NOTES: INSTALLATION NOTES: 1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED A.OUTSIDE HVHZ REQUIRE THAT A LICENSED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 3 m BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY SPECIFIC DOCUMENTS FOR USE WITH THIS ANCHOR LOCATION SHOWN. ®8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE O a g 0 HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE DOCUMENT. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR z a O STATED HEREIN. B.INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS HAVE A CORROSION RESISTANT COATING. a SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR y c F 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL. PRODUCT INSTALLATION. 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION ? `o UPON SIGNED AND SEALED TEST REPORT# ® ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS 4 F Z NCTL-110-11422-2 DATED 12101108,ADDENDUM DATED 7.MATERIALS: 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF z 11//05108 AND ADDENDUM 11 DATED 03110109 AND WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE MORTAR JOINT INTO FACE SHELL OF BLOCK. ASSOCIATED LABORATORY STAMPED DRAWINGS AND 7.1 WINDOW FRAME MATERIAL•ENERGI FENESTRATION SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1/16 INCH (7 F mm Iq WERE TESTED IN ACCORDANCE WITH HIGH VELOCITY ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN Ja a aQ SJ w i HURRICANE ZONE TESTING PROTOCOLS TAS-201,TAS-202 EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT OF HIGH DENSITY PLASTIC OR BETTER. ACCORDANCE WITH ANCHOR MANUFACTURER'S Y Q J?F o AND TAS-2D3. 6 MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). INSTALLATION INSTRUCTIONS AND ANCHORS SHALL U W 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD ® NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS Z~uj= 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE 7.2 GLAZING INTERLAYER KURARAY AMERICA,INC, SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 MCH w Co WK ti Q THAN THE MINIMUM STRENGTH SPECIFIED BY THE C7 D QJm 4 TO THE STANDARDS LISTED IN THE CURRENT EDITION OF TROSIFOL INTERLAYER PER CURRENT MIAMI DADE MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 ANCHOR MANUFACTURER. C p U D< N THE FLORIDA BUILDING CODE(FBC)AND IS IN NOTICE OF ACCEPTANCE(NOA). INCHES. J F.U J EN COMPLIANCE WITH SAID STANDARDS INCLUDING HIGH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS c n Fc,¢¢ 2 . VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. ®8.NOT USED. 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE I HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, ®FOLLOWING PROPERTIES: F Z O`- 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.GLASS MEETS THE REQUIREMENTS OF ASTM E130M4sl. 8 USE 114 INCH rPN ADVANCED THREADFORM TAPCONS OF MASONRY AND 2X FRAMING ASA MAIN WIND FORCE SEE SHEET 6 FOR GLAZING DETAIL. SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: A WOOD-PRESSURE TREATED(PT)SOUTHERN ui u-9 m{ RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 5.1. CONCRETE SUBSTRATE YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF 0.55 U) cT TRANSFERRING APPLIED PRODUCT LOADS TO THE 10.DESIGNATION-C STANDS FOR THE FOLLOWING: 5.1.1. 111,2 INCH MINIMUM EMBEDMENT LUMBER MUST COMPLY WITH CURRENT EDITION ¢ N w STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER X:OPERABLE PANEL5.1.2. 1-1/2 INCH MINIMUM EDGE DISTANCE FBCIFRC AS RELATED TO WOOD PROTECTION. N m OR ARCHITECT OF RECORD AND TO BE REVIEWED BY 5.2. MASONRY SUBSTRATE B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF °n AGENCY HAVING JURISDICTION(AHJ). 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 5.2.1. 1 INCH MINIMUM EMBEDMENT 2500 psi AND COMPLIES WITH ACI 301. E ,(� WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) 5.22. 2 INCH MINIMUM EDGE DISTANCE C. MASONRY-STRENGTH CONFORMS TO ASTM G90, ` S.1X AND 2X BUCKS(WHEN USED)SHAL4 6 DESIGNED AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) MEDIUM WEIGHT WITH DENSITY>l17 PCF.. Robert J.Amorum.P.E. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 6.FOR PARTING STOP INSTALLATION USE#8 WOOD Florida P.E.No.49752 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 6 WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SCREWS. RESPONSIBILITY OF THE RECORD AND TO BE REVIEWED BY ENGINEER HJ ARCHITECT OF APPRODESIGN STANDARD ARE USEDIATE SAFETY . 7. PER THE APPLICABLE 7,M�FINISHES,BED ENT AND EDGE BUT NOT LIMITED CTOLUDE ,i�% SPNES 4," qq �F..•��C E Af,g'•..9 B.THE INSTALLATION DETAILS DESCRIBED H&EIN ARE 12AN AREAS WHERE WIND-BORNE DEBRIS PROTECTION STUCCO,FOAM,BRICK VENEER AND SIDING. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT Q; NO 4975 -0 FOR A SPECIFIC SITE IF CONDITIONS CAUSE PROTECTIVE SYSTEM IS NOT REQUIRED. *: INSTALLATION TO DEVIATE FROM THE REQUIREMENTS '•r1�CS�,� _= DETAILED HEREIN,THEN THE BUILDING MAY ELECT ONE OF THE FOLLOWING OPTIONS: STATE OF 0.. b k/ 4toMCT RENEWM T TABLE OF CONTENTS r9 estrgly'irp ailh a6e Flari6ii ;�S �\� 4c.e5:rnretlJc� t4 SHEET REV. SHEET DESCRIPTION g•Oq,g E- ':ati.z:r-te 1 D GENERAL NOTES,INSTALLATION NOTES 8 D.P.CHART 2 D ELEVATION&ANCHOR LAYOUT By - PRODUCT REVISED 3 D ELEVATION&ANCHOR LAYOUT as oenT4ying+0tb tdc Florida 4 D VERTICAL SECTIONS Bamldmg Code 5 D VERTICAL SECTIONS DESIGN PRESSURE RATING(PSF) IMPACT RATING Accap;smx 1110�'�f�•1 Q Ex Z>atc 7 6 D HORIZONTAL SECTIONS 8 GLAZING DETAIL 355.0 LARGE MISSILEIMPACT By 7 -D BILL OF MATERIALS AND COMPONENTS Mi:aa' ede 1'rnducr 8 D COMPONENTS&CORNER DETAIL a MAX.O.A.WIDTH ®W/PARTING �' o STOP 55" ^ 4 MAX.O.A.FRAME ^ WIDTH 53" TOP SASH 'o N WIDTH 49.46" a a w D TOP SASH 2.63 TYP. D.L.O.WIDTH @ HEAD&SILL 45.75" FROM PARTING STOP CORNERS 10.00"O.C.TYP. K 6.00"FROM JAMB 5 @ HEAD&SILL CORNERS TYP. o a o LL 4.00"TYP.FROM z ;a 1 o ——— ———— ORNERS OF WINDOW 4.25"TYP. z N FROM PARTING } ' STOP CORNERS } TOP J I I J TOP SASH 3 �> 79" " SASH D.L.O. 77I �( I HEIGHT I 13.75Q _' MIXMAX. ;m HEIGHT T6 v32.913' 10.00"O.0O.C.MAX.TYP. y a Ox UNIT 36625wQNP' X 3"O.C.TYP.FOR zF = PARTING FRAME WOOD SCREWS. w �. OPHEIGHT 2"O.C. I I 4"O.C.TYP.FOR c o0 U j Z0 o. C P CONCRETE SCREWS. a °o< -N Lia BOTTOM I 4 I BOTTOM SASH m o a., I' 1- 'e LL N JJ V'vnz SASH I I D.L.O. 1w ,o �a HEIGHT 36.625 i X 33.113' ®REINFORCEMENT(TYP.)--"'1jw m w — ———— #12 INSTALLATION X I #8 X 1-518'SCREWS THRU w g g E SCREW(TYP.) `n a I PARTING STOPS(T1'P.) H --- 5 Rohn J.AIo.P.E Fladda P.E.No.49752 ��eWe�ouery � 3:@"FROM HEAD&SILLITYP. @HEAD&SILILPL �C.Elys oq� BOTTOM SASH , �' S° 4975 :� 1 DLO WIDTH 46.8125" STATE OF BOTTOM SASH .,��S,5.O R VD WIDTH 50.125" c��A� RODDUCr REVISED ELEVATION ANCHOR LAYOUT ® n w>7 a:n,beFlae" If esmr.4y!ir,?r;46;!eRIo:9� uild'mg Code EXTERIOR VIEW EXTERIOR VIEW 9a4lo;ca!e Man. W/PARTING STOPS Aavr!ane t o 12'ORIa.04- na Cl W/PARTING STOPS ¢ Rlkl_ir�_h QQO ny an do Product of ,.III' 'p :i c Q MAX.O.A.FRAME 2 WIDTH 53" m •� TOP SASH 4 WIDTH 49.46" m U O� TOP SASH t w o D.L.O.WIDTH o W 45.75" 3.00"FROM CORNERS o @HEAD&SILL TYP. D E 6.00"FROM JAMB 4 4 CORNERS TYP. 0 0 ° 3"O.C.TYP.FOR Z N J o WOOD SCREWS. `a TOP I i G TOP SASH 4"O.C.TYP.FOR z e o 77^ SASH F �� l 6 D.L.O. 13 75" i CONCRETE SCREWS. r HEIGHT 6 X HEIGHT I X "�5 MAX. 6 O.C.MAX. II � -;2 a FRAME 36.625 32.913" T.P. N g >m UNIT _ CL (90 HEIGHT — – v O w=z s W L)<mZ BOTTOM 4 BOTTOM SASH Q 2"O•C- o c)�0 .2 E D.L.O. TYP. o o c p s er SH HEIGHT X HEIGHT 36.625 33.113" _ &REINFORCEMENT(TYP.) W m U A B � tw am�LL 4 4 @[�15.67" HE & O.C. a @ HEAD SILL Robert J osO,RE DETAIL 1 Floridan P.E..e.NO,49752 1 (SEE SHEET 7) gq3AMES 4"*"i ANCHOR LAYOUT p `tic?-��CEAiSF.�gG� BOTTOM SASHEXTERIOR VIEW M 4975 :o DLO WIDTH 46.8125" W/O PARTING STOPS _ `a ?Ir iI STATE OF BOTTOM SASH WIDTH 50.125" '�'�Sr�Nppgq�Nga, I ELEVATION scvoucT JJceT�r� RODUCTREVISED es rnaTivSed aLlh the FJOdit complying with the Florian uaama Code ,Lc<e $_Oq! 4-EXTEROR VIEW epi—Tb II W/O PARTING STOPS e.iWt!at S::te 4 20 - ti Dote BY 13Y ails IN*Ptedoct Coif i—i nae Ptudoct Cattr ' I 1 CONCRETE BY OTHERS 7/8"MIN.EDGE DISTANCE (SEE NOTE 4 ON SHEET 1) �1 1/2"MIN.EDGE DISTANCE o m a WOOD PROTECTION(SEE NOTE SHEATHING BY OTHERS o ®11 A,SHT.1)BY OTHERS IN. 2X WOOD BY OTHERS m g EXTERIOR FINISH EMBEDMENT 1/4'MAX SHIM (SEE NOTE 4 ON SHEET 1) w BY OTHERS a N $ EXTERIOR FINISH a a w PERIMETER SEALANT 1X PT WOOD BUCK BY OTHERS ®BY OTHERS 4 BY OTHERS (SEE NOTE 5® 1 9 ON SHEET 1 1/4'MAX.SHIM 1 112•MIN. 13 ) EMBEDMENT 3 EXTERIOR B INTERIOR PERIMETER SEALANT 4 3 m B ®BY OTHERS 1 9 Z ?4a O 2 1 1 13 $ 6 L VERTICAL SECTION 3 6 z o o 19 CONCRETE SUBSTRATE EXTERIOR 24 6 INTERIOR � �U~cn 7 30 ® 1 16 19 yC7CZ J mo 2 aaa(7U 5 1 1 INTERIOR v U U co ' EXTERIOR 3 8 HEIGHT E VERTICAL SECTION WOOD FRAME SUBSTRATE w D WINDOW8 8 ow HEIGHT 2 2 0 �� 11 7 1 a r � 8 E 19 2 g-!a C VERTICAL SECTION ® 1 s W a w is CONCRETE SUBSTRATE EXTERIOR J0 8 INTERIOR r v w 19 w a$ � 2 30A 6 10 B a EXTERIOR 26 8 INTERIOR 1 Robert J.Amorum,P.E. 20 Florida RE No.49762 1 2X WOOD BY OTHERS 10 (SEE NOTE 4 ON SHEET 1) PERIMETER SEALANT 5 ,lplunrgr 12 5 ®lX PT WOOD BUCK BY OTHERS ®BY OTHERS 1 ��ev4��..E ry A�O PERIMETER SEALANT (SEE NOTE 5 ON SHEET 1) OQr,• SF 9G ® BY OTHERS 1 1 1/2'MIN. 1 1/2"MIN. N0 49752 :o 1/4'MAX.SHIM EMBEDMENT —EMBEDMENT ' EXTERIOR FINISH 3ilnlICTNRNE5ti89 l q "'2 BY OTHERS to evmPlS�aP wQh tAe FkAk STATE F .k7 EXTERIOR FINISH 4xpi:wv,Cde � ° n BY OTHERS ttt ploxr Rol • 9/8.0¢ ��FSs.O CONCRETE E .;raraai ef.^ D BY OTHERS(SEE NOTE pr. WOOD PROTECTION(SEE NOTE 4 ON SHEET 1) 7/8'MIN.EDGED :a3rV' ®11A,SHT.1)BY OTHERS RODUCT REVISED 11/2•MIN. �1 VERTICAL SECTI N e piyins w;w 6,e Florida EDGE DISTANCE SHEATHING BY OTHERS y WOOD FRAME SUBSTRATE wilding Code (TYP)m c,eP=ee w I A VERTICAL SECTION r a. b ,> CONCRETE SUBSTRATE iiami n c Product I 1/2"MIN.EDGE DIST. A 1 1/2"MIN.EMBEDMENT jl�.XX PTWOOD BUCK BY OTH RS SEE NOTE 5 ON SHEET 1) 7/8"MIN.EDGE DIST.CONCRETE BY OTHERS(SEE WOOD PROTECTION(SEE NOTE NOTE 4 ON SHEET 1) 11A,SHT.1)BY OTHERS® 1 1/Z"MIN.EMBEDMENT 2X WOOD BY OTHERSSHEATHING 8Y OTHERS (SEE NOTE 4 ON SHEET 1) mEXTERIOR FINISH1 112"MIN.EMBED. Q w a BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) ¢ ¢n W PERIMETER SEALANT BY OTHERS a w ® BY OTHERS 4 PERIMETER SEALANT 4 9 114"MAX.SHIM BY OTHERS 1 11T MIN. 3/8°MIN.® EMBEDMENT 8 EDGE DIST. EXTERIOR ' 3 6 INTERIOR o a 1 4 114"MAX.SHIM 318°MIN. 0 �� 2 1 1 19 EDGE DIST.& z 61 3 (j) VERTICAL SECTION EXTERIOR 3 INTERIOR > > CONCRETE SUBSTRATE 8 =;�a y 1 a a a 00 Lu WINDOW2 =i9 0 o- HEIGHT w t- w Q o H WINDOW VERTICAL SECTION w <i L) HEIGHT 5 K WOOD FRAME SUBSTRATE tr O =)Ir o E N ..JF Ow �p EAR o g 0> E 2 N J 2 2 19 A 6 w 44U EXTERIOR 0 30 8 INTERIOR w 30 6 EXTERIOR 0 8 INTERIOR 55 Rohad J.A.—..P.E. Flodda P.E.No.49751 1 1 PERIM ER SEALANT BY OTHERS 1 PERIMETER SEALANT 5 318"MIN,& � EDGE DIST. ooas+�ajpMES 4f,,, ABYOTHERS 1 EDGE DIST. 1 �04e,�.GEMg`�.OgG� 8 RIG ?��• No 49752 •:NO A 114"MAX.SHIM 1 12"MIN. 1 1/2"MIN.EMBED. 1X WOOD BUCK BY OTHERS EMBEDMENT (SEE NOTE 5 ON SHEET 1) �� STATE 4• v �e�t^�i•<ORIQ�'•0�� EXTERIOR FINISH < ® EXTERIOR FINISH BY OTHERS �i.`R'10FdA1.�Ntooa BY OTHERS CONCRETE BY OTHERS(SEE NOTE 1�etetistta1aaaA 1X PT WOOD BUCK BY OTHERS 4 ON SHEET 1 SHEATHING BY OTHERS pp i ®(SEE NOTE 5 ON SHEET 1) ) �y 1 12°MIN.EMBED l 1112"MIN.EMBED. i OUCTRENEWBFD RODUCiREVISEL - WOOD PROTECTION SEE NOTE 2X WOOD BY OTHERS 7/8°MIN.EDGE DIST. 11A SHT.1 BY OTHERS A SEE NOTE 4 ON SHEET 1 aa'eat193i.g With the Pl d t ampl C�dehm tie FIVAh ® ) 1 1/2"MIN.EDGE DIST. ( ) d"r Cede s VERTICAL SECTION I Ardf8-o418t7 tt WOODFRAMESUBSTRATE �oERCAL SECTION a ,,o/ -a22rr a> g CONCRETE SUBSTRATE By fiy 4Lmui ad':?rnCtKf r'isr flaw VrctSac!f I 6 1 1/2"MIN.EMBEDMENT-CONCRETE 114"MAX.SHIM 114"MAX.SHIM 1 1/2"MIN.EMBEDMENT l"MIN.EMBEDMENT-MASONRY a 1 1 2 7 9 7 2 25 13 23 1 27 0 1 112"MIN.EDGE DISTANCE-CONC. a INTERIOR 2X WOOD BY OTHERS,m 2'MIN.EDGE DISTANCE-MASONRY ,' (SEE NOTE 4 ON SHEET 1)lyp —1 o w o a o... 718"MIN.EDGE DISTANCE CONCRETE/MASONRY BY OTHERS) EXTERIOR (SEE NOTE 4 ON SHEET 1) ��GLAZING DETAIL 1 SHEATHING BY OTHERS � < WOOD PROTECTION(SEE NOTE 8 6 2 1 (ON THIS SHEET) 1B 1s 15 a 23 0 m ®11A,SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT EXTERIOR FINISH BY OTHERS o BY OTHERSm 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH > BY OTHERS m¢Z o � HORIZONTAL SECTION --'\HORIZONTAL SECTION �_ ; 1 CONCRETE/MASONRY SUBSTRATE V WODD FRMD:SUBSTRA78 IL y a 0 O m m W Q ZcO *-_ GLASS BITE® Z F w=¢ 718"O.A.INSULATED GLASS CONSISTING OF: 0:) ¢m O H q R W vo„EEXTERIOR LAMINATED GLASS:1/8"ANNEALED GLASS, ofp Li 0.090'TROSIFOL PVB INTERLAYER BY KURARAY AMERICA,INC.,1/8"ANNEALED GLASS, $mo= �"0.39"AIR SPACE,DESICCANT MATRIX STEEL SPACER,INTERIOR 1/8"TEMPERED GLASS NJ �c� N 1 1/2"MIN.EMBE31W MIN.EDGE DIST.1 112'MIN.EMBEDMENT-CONCRETE e2"MIN.EMBEDMENT-MASONRY. ®3/8'MIN.EDGE DIST.1/4"MAX.SHIM ERIOR 114"MAX.SHIM w11/2"MIN.EDGE DIST-C NC. w ET 2"MIN.EDGE DIST-MAS RY. 1 2 7 7 2 1 rn 27 Qq 718'MIN.EDGE DIST. $ IB GLAZING DETAIL 1 Robed J.Amomao,P.E. , Rodda P.E.No.49752 INTERIOR 11/2'MIN. MIN. 4: E EMBEDMENWg'•. p i . 0 F•••G. EMBEDMENT 1 1/2" T No 49752 i`no CONCRETE!MASONRY BY OTHERS" 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) .. ........... .. EXTERIOR (SEE NOTE 4 ON SHEET 1) TATE WOOD PROTECTION SEE NOTE ®11A,SHIT.1)Y OTHERS 1 8 1 2 5 1 19 1 1 8 1 to SHEATHING BY OTHERSe cr�' PERIMETER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS ,on+ss/ONA��aG`,, +e+eeeonu�� 1X PT WOOD BUCK BY OTHERS WINDOWWIDTH ®(SEE NOTE 5 ON SHEET 1) PRODUCTREVISFD .pl J B� WDDD I7lAME SUB517!AT8 �My[sRt;`_tta,tePfv JS'vp-/ � 8Masv i Gw Jeah�U•�^o IF"Mlori -d EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION ildigod A.cp .h HORIZONTAL SECTION J�. . �D )I `eProdo:! I I ! s BILL OF MATERIALS REM# DESCRIPTION MATERIAL MANUFACTURER m a 1 MAIN FRAME WHITE RIGID PVC "EFS "EFS:ENERGI m 2 SASH PANEL FRAME WHITE RIGID PVC -EFS FENESTRATION q 3 SASH COVER WHITE RIGID PVC "EFS SOLUTIONS USA, INC.,PER CURRENT m 4 PANEL STOP/FRAME COVER WHITE RIGID PVC "EFS MD NOA. o�. 5 SLOPED SILL COVER WHITE RIGID PVC -EFS w ��` € 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC "EFS w' 7 GLAZING STOP OPERABLE SASH WHITE RIGID PVC "EFS IL w ° e REINFORCEMENT STEEL ROLL TECH INDUSTRIES 9 POCKET COVER#1 WHITE RIGID PVC "EFS ZX 10 BUG STRIP VINYL 11 INTERLOCK COVER WHITE RIGID PVC "EFS 12 WEEP COVER NYLON CUSTOM CRAFT 13 0.210"/0.187'x 0.300'CENTER FIN WEATHERSTRIP ULTRAFAB 3 m m 14 3/4"X 1 12'PARTING STOP(SEE NOTE 11A,SHT.1)G=0.55 MIN.A PT PINE WOOD - 0 a y 0 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. Z 1=a O 16 #8 X 1/2"TEK SCREW STEEL 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE > 18 #8 WOOD SCREW(INSTALLATION ANCHOR) STEEL - < F w° 19 7/e"OA INSULATED GLASS CONSISTING OF:1/8"ANNEALED GLASS,0.090" GLASS - 3 O O TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.,1/8°ANNEALED GLASS x m Q a © SASH LOCK ® LOCKING TII.T SHOE vy c7 a 0.39"AIRSPACE.1/8-TEMPERED GLASS STEEL NYLON J 2 O '`m 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER TYP.WALL TICKNESS NA TYP.WALL TICKNESS NA a a Z w 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE I v w Sco 22 SPRING BALANCE -- BSI HARDWARE I 2 836" 1.240"-- L? J I 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS J PEQ 0.530• w 24 HURRICANE TILT LATCH 1057E STEEL-ZINC CTD. VISION INDUSTRIES 0.88 ® 1" F 0 e 25 PIVOT BAR METAL VISION INDUSTRIES 26 SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. 2.062° a ° r 27 #12 WOOD SCREW(INSTALLATION ANCHOR) STEEL - I 1.417' p 1 m , 28 114"ITW ADVANCED THREADFORM TAPCON STEEL ITW N m y m 29 ENDUR 9.8 SS SPACER STAINLESS STL. CARDINAL 0.735' v/ g 30 -25- NEOPRENE FRANK LOWE It R w a �LL D MAINHITE FRAME ID 2O SASH PANHITE L COVER RIGID D PVC FR PVC SH O SA ®NEL STOP/ A RA ® FACE MOUNTED KEEPER N a , STEEL TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL TICKNESS 0.070' R°banJ.Am .P.E. j 4.170' 0298" TYP.WALL Floddo RE N°.49752 THICKNESS 0.070" ,11.750"L� I I -r{4f-0.150" ,eneeeeerrpr 2.73 --L. 1.656' x+3250°� 0.31I5" I 1.326" 0. �e��kQ.Z�:•JOMEE1S 1.000" l•Sq'hl,i:pkG ,� 0.467" 7521.400" LL-L0.565" 1.350" - O SLOPEDSILL RIGID PVC GLAZINGHITE STOP/LIFO HANDLE O GLAZING STOP RIGID PALE SASH) 9O POCKET D PVC :1Vl�lr_ 1�G� SPRING BALANCE t t• STATE OF •tL TYP.WALL THICKNESS 0.075" TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055" TYP,WALL ©3.450"--I © 0 9L13' 0.306' 1" THICKNESS 0.070° +0.000 ot`-/0�4AL -15S �I 1.857" 0.665"-0.100 i 1.121.1- Q 0.329' 1220 DIA.MAX. +0.000 PRODUCT REVISEDilh9* REINFORCEMENT INTERLOCK COVER 1 077 -0.100 ® 1 1 4 PARTING STOP 1.885" N e,;.-,43i REixh the� ildi gYvg with the plmiAP STEEL 0 WHITE RIGID PVC 0 WOOD 0.85" m,tcwtlyl,�gwudrtheRentir viN®gCo�t� _0722.IJ x0.438" TYP.WALL THICKNESS O.062" TYP.WALL THICKNESS 0.075" L-7- %dinr.Cn:le Ari'je �Ir--0.170' r MttN�.t�x N° � -OA- 914" 1.500" &i.hV 0.725" 0.�f -1.72" F�3/4° " z � _'.DaOuErc` I v, ® TILT LATCH ® PIVOT BAR STEEL-ZINC COATED METALTYP.WALL THICKNESS NA a 4 0.697° � U U 0.176" 0.323° 0.559" w w 0.345" 0.205" 0.352' 0.173" a w I � 0.669° 0.377" �p 0.709" FO.166"J0. 0.5511, 13.- { o• I�0.748. 5.622" 1,906" 2.260° 0.368" 2.372° 1.122" o m 0.803" 1.067" O 1.012" Q 0.709" _ m J '3 o 0.544• 0.157'—Tz.A} �¢3 a �w =m¢c, -j x-Z m a'L Ott y z o S zFwx.a ' H W u) W m �0 mZ Q WELDED MITERED �a O o� E Z °e E CORNER CONSTRUCTION0200 ®14 oO I� � U9 �a u akaw I 1 w m ami a 1 Robert J.Amonrs",P.E. Florida P.E.No.49752 I 0 �� SF•..G A ® A 1B 14 STATE FIr 0 12 ASHIM DETAIL 1 1X PT WOOD BUCK A BY OTHERS �h1Ci'R�NE PRODUCC REVISED to tM,jyiaA wLth 11r_M,46 .c plyinS with the Flor NOTE: ida PARTING STOP EXTERIOR PERIMETER Am pjna a No lf'r.04• Boildv g Code AccePta�rce Ab TO BE SEALED TO 1X PT WOOD BUCK tmtbo Date6 tio•pate WITH SIKA 551 SILICONE A lyy By d1ilit 4IIflc r`o`ut Mt ede pma6c i