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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: v C o V c 'c r r P Building Permit Application Planning and Development Services Building and Code Regulation Division Commercial Residential X 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 CBDG Funding PERMIT APPLICATION FOR: Window/Door Replacement PROPOSED IMPROVEMENT LOCATION: Address: 5942 ALEXANDRIA CIR, FORT PIERCE, FL 34982 Property Tax ID#: 3410-503-0253-000-0 Lot No. 1 Site Plan Name: XE4� TdAM a�JQ__ Block No. J Project Name: YENCHKO DETAILED DESCRIPTION OF WORK: Replace existing windows/with impact. ;v\ S New Electrical Meter Second Electrical Meter (Affidavit required) [CONSTRUCTION INFORMATION: Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank —Gas Piping _Shutters X Windows/Doors _Pond _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction: $ � Utilities: _Sewer _Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Angeline F & George M Yenchko Name: Alphonse Campanelli Address: 5942 Alexandria Cir. company: STORM TIGHT WINDOWS city: Fort Pierce State: FL Address: 500 SW 12th Ave. Zip Code: 34982 Fax: city: Deerfield Beach State: FL Phone No. 570 582-6971 E- Zip Code: 33442 Fax: (754)227-7891 Mail: Phone No (561)420-0271 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 CRC 046091 If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. - FOR MiAMi•DADE t L)b` �E p III► [I�DADECOLTY 1 I i ODU I�( ?ZfROL SECTION fL UCP 'E C( 1 UJ*Vd2 tl s Street,Room 208 DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES(RER) Mituni,FL 33175 BOARD AND CODE ADNHNISTRATION DIVISION 13 0E' 7(�$6)315-2590 F(786)315-2599 j NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Regency Plus, Inc. 2000 Locust Gap Highway �I�� ���� Mt. Carmel,PA 17851 COPE: 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 Nliami-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"Tech 5505 Vinyl"Horizontal Rolling Window(XOX)—L.M.I. APPROVAL DOCUMENT: Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding (XOX) Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, with revision "A" dated 10/20/2020, prepared by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E., bearing the Miami-Dade Count Product Control Revision stamp with the Notice of Acceptance number and Y P P 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, model/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 revises NOA#19-0124.04, consists of this page 1 and evidence pages E-1 and E-2,as wel I as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No.20-1103.04 MIAMI�DADECOUNTY Expiration Date: July 03,2024 01/21/2021 Approval Date: January 21,2021 Page 1 Re2ency 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#19-0124.04) 2. Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding (XOX) Window - L.M.I", sheets 1 through 9 of 9,- dated 12/05/2018, prepared by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E. 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 extruded vinyl frame horizontal sliding windows, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-21458-1, dated 10/18/18, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA#19-0124.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 01/08/2019, prepared by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E. (Submitted under NOA#19-0124.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol© Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. NOA No. 18-0122.02 issued to Energi Fenestration Solutions USA, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on 02/28/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-6"Edition (2017), and of no financial interest, dated 01/18/2019, issued by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E. (Submitted under NOA#19-0124.04) G. OTHERS 1. None. Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.04 Expiration Date: July 03,2024 Approval Date: January 21,2021 E- 1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCI; SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0078 titled ``Seri, es Tech 5505 Vinyl .Horizontal Sliding (XOX) Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, with revision "A" dated 10/20/2020, prepared by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E. 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. NOA No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifole Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. NOA No. 18-0122.02 issued to Energi Fenestration Solutions USA, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on 02/28/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-711 Edition (2020), and of no financial interest, dated 10/20/2020, issued by PTC Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E. G. OTHERS 1. Notice of Acceptance No. 19-1024.04, issued to Regency Plus, Inc. for their Series "Tech 5505 Vinyl" Horizontal Rolling Window(XOX)—L.M.I., approved on 07/03/19 and expiring on 07/03/24. G�ter` Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.04 Expiration Date: July 03,2024 Approval Date: January 21,2021 E-2 I REGENCY PLUS, INC. SERIES TECH 5505 VINYL, HORIZONTAL SLIDING (XOX) WINDOW 0 q LARGE MISSILE IMPACT RESISTANT sN U 09 NOTES: INSTALLATION ANCHORAGE DETAILSIxa o 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). o_ o 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. a 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. m m 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAB 201,TAS 202 AND TAS 2D3.SEE TEST REPORT NO.NCTLA 10-21458-1,DATED 10118118 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY HAROLD z a z LL E.RUPP,FLORIDA P.E. O °z 0: 5. MATERIAL: O a o 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER THE CURRENT MIAMI-DADE NOA, 6.2. REINFORCEMENT: Q O 5.2.1. GALVANIZED STEEL BAR(0.72-X 0.355'.Fy=30.50 ksi&Fu=37.5-68.7 ksi)-ACTIVE STILES 7i p 5.2.2. GALVANIZED STEEL C-CHANNEL(0.73-X 0.434'X 0.060'THICK,Fy=3D-50 ksi&Fu=37.5-68.7 ksi)-RAILS AND FIXED MEETING STILE. i 7 vi 5.2.3. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.060'THICK,Fy=3050 ksl&Fu=37.5-68.7 ksi)-FIXED MEETING STILE _^61 �z Q 6.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER THE CURRENT MIAMI-DADE NOA. o) (L W .Z �aa w `d a(QrjJ p0 GLAZ ING:ZING: LU N o 6.1. GLAZING DETAIL AS TESTED: 0.32 ~ Z 5.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. W M Q= 6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. 0O O J 6.1.3. LAMINATED LITE:(2)LITES OF 118'NOMINAL ANNEALED GLASS SEPARATED BY A 0.090'TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. w 1-z 6.1.4. SPACER TYPEISIZE:CARDINAL XL EDGE 7116'STAINLESS STEEL SPACER(TYPE SS-D). o > 6.1.6. GLAZING SYSTEM:INTERIOR GLAZED WITH(2}LEAF DUAL DUROMETER AND SIKA FLEX"552'BACKBEDDING WITH A SNAP-IN(2}LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. N 6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET in MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. _ 6.3, AS TESTED GLAZING MEETS ASTM El300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. F 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVH"L, w w w S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16'OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". rn 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO Ul MASONRY WITH 2'MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-1'TOLERANCE; Robed J.Ammuso.P.E. HOWEVER MINIMUM REQUIREMENTS MUST BE MET. Fladda P.E.No.49752 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: `�`��?jpMES rr44'if0 10.1. #12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318-MINIMUM EMBEDMENT INTO SUBSTRATE WITH 710'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE OFQ.•�,�CENSF ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1"TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. : •u' 10.2. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2'ON CENTER.LOCATE ?@: No 40 5 2. 'O ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+f-1"TOLERANCE;HOWEVER MINIMUM REQUIREMENTS MUST BE MET. '*L C 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4'MINIMUM EDGE t STATE�Oz DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. O q 19,�'6�+` 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS S#ON11go", ' 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS SHEET DESCRIPTION AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 1 NOTES 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2600 PSI 2 ELEVATION&ANCHOR LOCATION 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90.MEDIUM WEIGHT WITH DENSITY>117 PCF PRODUCT REVISED 13.4. METAL STRUCTURE,MINIMUM:STEEL 18GA(0.0428"),Fy=33KSI f Fu=45 KS)OR ALUMINUM 6063-T5 0.048"THICK MINIMUM 3 VERTICAL INSTALLATION DETAILS as complying with the Florida 13.4.1. STEEL SUBSTRATE'TO MEET MINIMUM F8C HVHZ CODE REQUIREMENTS. 4 VERTICAL INSTALLATION DETAILS,GLAZING AND INST.NOTES Building Code 14. APPROVED CONFIGURATIONS:XOX,OX AND XO.OX AND XO INSTALLATION MUST MEET THE FOLLOWING PARAMETERS. NOA-No. 20-1103.04 14.1. FRAME HEIGHT WILL NOT EXCEED THAT OF THE XOX.OPERABLE SASH SIZE WILL NOT EXCEED THAT OF THE XOX. 5 HORIZONTAL INSTALLATION DETAILS PTC Pmoun Desi0n Group,LLC FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS. EXplratlon Date 0710312024 Po pox 520T75 14.2. DAYLIGHT OPENING DLO WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2. 6 CONSTRUCTION DETAILS / _��� (DLO) 7/•�/ LongwoaBFL32T52-0775 14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WILL MEET OR EXCEED THOSE REQUIRED OF THE XOX. 7&8 BILL OF MATERIALS By 32"90-1788 info@ptc-wT.wm 14.4. WEEP HOLE QUANTITY,LOCATION AND SPACING WILL MEET THOSE OF THE XOX.SPACING CAN BE REDUCED AS NEEDED Miami-Dade Product Control POPE Cenificale orAumoriumon DUE TO THE LOWER FRAME WIDTH. 9 COMPONENTS No.25935 26 a""MAX. +__ 32"MAX. DLO WIDTH ACTIVE 41"MAX.DLO PANEL WIDTH B B WIDTH w o c ESIGN PRESSURE RATING(PSFI IMPACT RATING a ° EO E +55.0/-55.0 LARGE MISSILE Q� 5 5 IMPACT w --I = 4 a z Lij 05 ¢ ; � ¢C9 w NOTES: s W C W C LiJ = 1. MAXIMUM ACTIVE PANEL SIZE:32"X 59-718" LU 2. DAYLIGHT OPENING(DLO)SIZE: m o Im W 5 V "I�= 5 "'Im= M W 2.1. ACTIVE.:26-314"X 56-5/8" O = � LL U Fo F L-� Q 2.2. FIXED:41"X57-1/2" a a Z n.J Q 5 5 O w 3. WEEP HOLE SIZE AND LOCATIONS 3.1. INTERIOR SILL INSERT 0 3.1.1. SIZE:0.75"WIDE BY 0.180"HIGH a O NOTCH ¢ z 3.1.2. LOCATION:EACH END AND d=m -O 31.5")FROM EACH END OF THE i I- m_, ¢ N INTERIOR SILL INSERT ui='- iY >w r s A A 3.2. EXTERIOR SILL TRACK J Q° Z O a z 3 4 3.2.1. 0.75"WIDE BY 0.25"HIGH NOTCH aL LS w N Z 3.2.2. LOCATION:EACH END OF THE U U fr s EXTERIOR SILL TRACK Z ¢i z — 111"MAX.FRAME WIDT t°U a 3.3. INTERIOR SILL TRACK aO y` SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW 3.3.1. SIZE:0.375"DIAMETER o s z EXTERIOR VIEW 3.3.2. LOCATION:16.5"AND 32.5"FROM N EACH END AND MIDSPAN OF THE N W MAX. 5-1/2"MAX.TYP. INTERIOR SILL TRACK w w 10"MAX. 9 —I 3.4. EXTERIOR SILL TRACK w g "MAX.TYP. 10"MAX, 3.4.1. SIZE:i"WIDE BY 0.25"HIGH y 3.4.2. LOCATION:EACH END OF THE QC EXTERIOR SILL TRACK w T 3.5. EXTERIOR SILL FACE a ;y IT 3.6.1. SIZE:1.25"WIDE BY 0.25"HIGH WITH PLASTIC WEEP COVER Robed J.Arrcruso,P.E. 3.5.2. LOCATION:3"FROM EACH END OF Florida P.E.No.49752 THE EXTERIOR SILL FACE - 13"MAX.TYP. 4. SEE GLAZING DETAIL SHEET 4 OF 9. =C. No STASEiB� {,W. Is �yhSi�(IA, �`��� 3"MAX.TYP. — f+— 4"MAX.TYP. NOTES: PRODUCT co y REVISED FDlorida I 1. HEAD AND SILL ANCHORAGE THE SAME. Building Code 9"MAX.TYP. 6"MAX.TYP. 2. +!1"TOLERANCE ON ANCHOR LOCATION. NOA-No. 20-1103.04 2 1. TAPCON MINIMUM SPACING IS 4"CC. PTC Product Design Group,LLC 2.2, WOOD AND TAPPING SCREW MINIMUM Expiration Date 07/0312024 9"MAX.TYP. —► +— P PO Dax 520775 SPACING IS 2'OC. FL 32752-0775 SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW By 6 f 321690-1768-nfocplo�oP.on . .. __-.-..__.. __... __._ ..__.___... _.. ._....-... WINDOW Miami—Dade Product Control FDPE Ced;ficarie of Aulhanze6on EXTERIOR VIEW-ANCHORAGE I I No 25935 PROPERLY SECURED 1X 13 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 12 PROPERLY SECURED IX WOOD BUCK INSTALLATION ANCHOR WOOD BUCK BY OTHERS INSTALLATION ANCHOR BY OTHERS (SEE NOTE 2, SHT. 1) (SEE NOTE 3, SHT. 1) \ #14 WS: 1" MIN. EDGE DIST. o WOOD BUCK PROTECTION 1 1,/2" MIN. #12 WS: 7/B" MIN. EDGE DIST. / o EDGE DISC -2X WOOD BY OTHERS (SEE NOTE / BY OTHERS N 3, SHEET 1) a SHEATHING (SEE NOTE 2, SHT. 1) E CONCRETE BY OTHERS-�� BY OTHERS w v U on F (SEE NOTE 2. SHT. 1) ��- %'r �o o 'er 1 1/2" MIN. `. —J- o - �� v' a EMBEDMENT' EXTERIOR FINISH `� y 14 WS: I t;2" MIN. EMBEDMENT w $o 7: I E R NI -�„ ,' 12 WS: 1 3 8" MIN. EMBEDMENT -- 1/4' MAX. BY OTHERS � / a 'w SHIM SPACE MAX. EXTERIOR FINISH �O -_ i SHIM SPACE BY OTHERS PERIMETER CAULK— �] BY OTHER PERIMETEROTHERS 21 0 BY y o 1 n e I I 32 z y O `luj �•^�� II_l-IJ z N z� 19 4 11 L 6 Ir�y�' cn 2 }615 W 10 15 > p❑ 10 2 16 ?CO in O_ ¢ S Z �:`�4V�ERTICA�1,SECTION 7 n,n z w ccnNcrrTlasultsrhnTt> IL 0 0 WINDOW EXTERIOR OPER.IOLEPaNELSHOWN. INTERIOR EXTERIOR B VERTICAL SECTION INTERIOR 0 U)W �� WOODSLiB5TRATE WINDOW Z 7 I HEIGHT FIXED SIMILAR w U`t= OPERABLE PANEL SHOWN, HEIGHT 00U FIXED SIMILAR w_j W p s >F 15 4 15 4 N .w 16 27 ANCHOR-TO-SUBSTRATE 16 27 70 B EDGE DISTANCES ARE io 6 W 2 TYPICAL. AND C2 w 19 21 MEASURED TO BOTH 19 C z1 W SIDES OF SUBSTRATE ❑ P 1 n 32 _ 6 1 32 _ 6 W PERIMETER CAULK I I �u Roberti. usq.40752 F.E. FW da P.E Iro BY OTHERS v I 4" MAX. 24 --- ... 1 4" MAX. a .........w ��tllld SPACE PERIMETER CAULK ._�SI-f14 SPADE_______..._._._ 40�j EXTERIOR FINISH ✓, BY OTHERS :.. BY OTHERS PROPERLY SECURED 1X WOOD BUCK CONCRETE BY OTHERS-- /21 ` ? 1 1/2" MIN. BY OTHERS (SEE NOTE 2, SHT. 1) (SEE NOTE 2, SHT. 1) " EIr1BEDIJENT ,i � �� #14 W5: 1 1/2"I MIN. EMBEDMENT ��.'•.COp}O•:6'�r. EXTERIOR FINISH l #12 WS: 1 3/8" MIN. EMBEDMENT ��ysrpyplist WOOD BUCK PROTECTION-- :' �4 e6 �e BY OTHERS list WOOD BY OTHERS (SEE NOTE 3, 1 1/2" IAIN SHEET 1 SHEATHING 2X WOOD EDGE DIST. BY OTHERS _ BY OTHERS PROPERLY SECURED 1X 1/4" ITW TAPCON 13 (SEE NOTE 2, SHT. 1) WOOD BUCK BY OTHERS INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST. _ (SEE NOTE 3, SHT. 1) #12. WS: 7/8" MIN. EDGE DIST. PRODUCT REVISED 12 OR 14 WOOD SCREW as complying with the Florida 12 Building Code SECTION INSTALLATION ANCHOR NOA-No. 20-1103.04 OA-�_V'E'RTICAL NCRETE SUBSTRATE Ex iration Data 0710312024 PTC Produt DesiOn Group,LLCPISRAr1t.}a PANEL.seawN, VERTICAL SECTION P PO Box 520776 SUBSTRATE FIXED SIMILAR 0.'OOD By Longwood.Ft.32752-0775 OPERABLE PANEL SHOWN, 32t-690-17E6 miopp1c orp.com FIXED SIMILAR Miami-Dade Product Control FBPE Cer•,ificute of Author—don No 25935 INSTALLATION NOTES: 14 SHEET METAL 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: o C H 28 I.I. WOOD FRAMING, SCREW/SELF-DRILLING SCREW 1.2. STEEL STUD FRAMING, o INSTALLATION ANCHOR 1.3. ALUMINUM FRAMING,AND N 1.4. CONCRETE AND/OR MASONRY. r METAL SUBSTRATE I- re / BY OTHERS 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK.METAL FRAN41NG AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY U p r F I (SEE NOTE 2, SHT. 1) TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF W EXTERIOR FINISH -` ! RECORD. 0 o 8 0. BY OTHERS v% 3/4" MIN. 3 THREADS MIN. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN IX BUCK IS USED.INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X -,,' EDGE DIST.-`I� EMBEDMENT BEYOND BUCK INTO CONCRETE;MASONRY SUBSTRATE,WHEN USED,IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS 'ir (TYP.) I INTERIOR WALL 7O STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF ¢ . i 1/4" MAX. RECORD. SHIM SPACE 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116"OR GREATER OCCURS.MAXIMUM rn ALLOWABLE SHIM STACK TO BE 114-. 3 PERIMETER CAULK I�II� 21 5. FOR ANCHORING INTO CONCRETEAIASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT p Z y 0 BY OTHERS Q01 I INTO CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE Z F a a """•••'��� JJJ ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR 32 LOCATIONS HAVE,/-1-TOLERANCE. O X 0$ Ir 8 6. FORANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: } U ILJI 6.1. #12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7i8"MINIMUM 4 Z Z 19 4 EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND tj ut p tttyyy INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1-TOLERANCE. ?U 6.2. #14 PAN HEAD WOOD SCREWS S)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 L2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM 2 16 15 EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND N=¢ } Z �d CL 1-¢ 10 INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-I-1"TOLERANCE. J<-T Z F aUu 0ul 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO U O INTERIOR ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR Z�<=U I /ERTIC:1 L SECTION SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE"i-t" U J F LU EXTERIOR [; TOLERANCE. LU } h1ETAL SUBSTRATE WINDOW �O� OPERABLE PANGI.SHOWIa• HEIGHT O FIXED SIMILAR 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N N s, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTEA E2112. Z (}15 4W< ° 16 / 27 ANCHOR-TO-SUBSTRATE u~i� s t0 2 r,( a EDGE DISTANCES ARE w cr O19 21 TYPICAL AND I 7/8" O.A. LM,11NATED CIA y>SS \� MEASURED TO BOTH CONSISTING OF: EXIEP,IOR I-AMINATED y (c" 132 - 6 SIDES OF SUBSTRAT t5 GLASS - (2) NOMINAL I/8" = is, lut \ ANNEALED GLASS W/ 0.090" Robert J.A.....,P.E. 22 KURARAY AMERICA INC. TROSIFOL Fonda P.E.No.49762 �j INTERLAYER. 7/16" AIRSPACE W/ itturur U STAINLESS STEEL SPACER (TYPE ! 1/2 GLASS `age' INMESAr AC rh'y SS-D), INTERIOR I/&" TEMPERED 317E �.�4f•'T<GEN3" 91+y QQ F 24 1/4" MAX. EXTERIOR GU;SS EXTERIOR 15 4a: No d9 52 O l� zs / ':1e` S SHIM SPACE 15 26 — i 16 . =VSTATE,O •W� PERIMETER CAULK " —� 39 i / I INTERIOR ���n�i�LOpIQr•6�t'J BY OTHERS ati 17 *� slaflALEi���� 3/4" MN. 3 THREADS MIN. INTERIOR I I I �t1R�t71tn`t EDGE DIST. EMBEDMENT BEYOND- GLASS BITE EXTERIOR FINISH (TY'') \ INTERIOR WALL 16 BY OTHERS \ METAL SUBSTRATE 4 1 27 #14 SHEET METAL \ OTHERS 16 SCREW/SELF-DRILLING SCREW '-'(SEE NOTE 2, SHT. 1) (� II I 27 (S PRODUCT REVISED INSTALLATION ANCHOR 28 \ \j as comp)ying with the Florida Building Code VF,RTICALSECTION GLAZING DETAIL I GLAZING DETAIL 2 NOA-No. 20-1103.04 PTC Pr-ua Design Group,LLC t" META—SUBSTRATE FIXEDLITE OPERABLE LITE Expiration Date07/03/2024 `4nPo8o153275z8775 OPER A BLE PANEL.SHOWN, 9y Lr�. 32t-691T4788 m,J.@p!—rp..— FIXE!D SINULAh Mlami-Dade Product Control F BPE.Cartifiade of Au h,uiea5on No 25935 a r N 1/4" MAX. SHIM SPACE— SHIM AS CONCRETE g 1/4" MAX. REQUIRED 1 I" MIN.MIN. EMBEDMENT MASONRY SHIM SPACE ' EMBEDMENT 1 Fr #12 WS: 1 1/2" MIN. EMBEDMENT � rm 12 WS: i 3/B" MIN. EMBEDMENT 1 7 6 3 16 INTERIOR 16 3 s 7 1 \ 13 1/4" !TW TAPCON INSTALLATION ANCHOR W o o a 2X WOOD FRAME BY OTHERS—�� — P1 21 �\ o o z (SEE NOTE 2. SHT. 1) �� V 1 1/2"" MIN. EDGE DISTANCE - CONC. 2 �o #12 OR #14 WOOD SCREW 12 2" MIN. EDGE. DISTANCE - MASONRY INSTALLATION ANCHOR - �,\ I / G p - 15 15 1 V_ Q--CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. s � L `� � V BY OTHERS � #12 WS: 7/8" MIN. EDGE OiST. / � 21 21 � `'.V V (SEE NOTE 2, SHT. 1) 32 J i 32 V'^., 0 m o m I I' Q —PROPERLY SECURED 1X WOOD BUCK j V" V. PROPERLY SECURED 1X WOOD BUCK ° BY OTHERS (SEE NOTE 3, SHT. 1) Z ?=a BY OTHERS (SEE NOTE 2. SHT. 1) _1�-5v00D BUCK PROTECTION BY o J g 1 d �' r� ( ,`;7 ,;,< ,;, OTHERS (SEE NOTE 3, SHEET 1) X a S SHEATHING0 w BY OTHERS f/7 1 106 EXTERIOR 10B / m� cD o Z 1 / —EXTERIOR FINISH ? r- Q EXTERIOR FINISH__] `PERIMETER CAULK PERIMETER CAULK— BY OTHERS vP=a m i BY OTHERS BY OTHERS BY OTHERS a a- < J Q Z J r n.3 W a w IiORI7NTAL SG CTION z� z 0.'OOD0 FRAAfE SUBSTRATE ANCHOR-TO-SUBSTRATE n HORIZONTAL SECTION w 0J (OPERABLEP.ANELS}[ON`N, EDGE DISTANCES ARE CONCRETE/NIASONRY mot-ZZ FIXED PANEL SIMILAR FOR OX/ TYPICAL AND SUBSTRATE - MEASURED TO BOTH ((OPERABLE PANEL SHOWN, o O SIDES OF SUBSTRATE FIXED PANEL SIMILAR FOR OX) Of w O 1/4" MAX. 5H1lA SPACE... - w SHIM AS I- d ' REQUIRED INTERIOR w 1 14 SHEET METAL w 16 3 6 `\• /EDGE 11 9 2 14 16 4 15 m 7 1 Jt\ SCREW/SELF-DRILLING SCREW O (7 21 INSTALLATION ANCHOR F 7n1' ICI Robert J.Amoruso.P E. 8 " MIN. — Pl.,Ico P.E.No.49752 IST. (TYP.) 23 1,5 2 32 $0 we 48 92:. c-� 3 THREADS MIN. 17A - 21 EMBEDMENT BEYOND INTERIOR WALL 33 .� '�.� 32 METAL SUBSTRATE BY OTHERS 28 f�,1.ti.STAXIE 0 (SEE NOTE 2, SHT. 1) 32 l rr� 4101 tUl1►i1►1,1. ICU / ='�\=• -- Li 106 \ 15 18 16 25 10 PERIMETER CAULK—' BY OTHERS—EXTERIOR FINISH EXTERIOR BY OTHERS HORIZONTAL,SECTION PRODUCT REVISED r as Buildi g complying the Florida NOA-No. 20-1103.04 HORIZONTAL SECTION Expiration Date07/03/2024 PTCPwcuvtOcslgnG:oup,LLC L'. METAL SUBS IRATE PO Bog 520775 Lang000d,FL 32752-0775 (OPERABLL'PANL"L SHOWN, BY - 321-690-170a infn�vptocrrp.ccm FIX ED PANEL SIMILA R FOR OX) Miami-Dade Product Control pBPE Cenlficatu of Autha 111mr No 25935 --- - - -- -- - --- — 18 18 a W oR a no �o 1 3.5 1 OJ0.198 00.626 a 075 _ a a 8 x 3.5" 5/8" x0.075'" �o (a X a^E Phillips Pon 31 Washer F-10 U ¢ z Qty. = 2 per Connection pty. = 2 per Connection \ 0o z 3 0— J 0 Z�W yw < 0 r < aaf-z aJ.< 0 FIXED MEETING RAIL TO FRAME DETAIL 'U)w"~ n U n2 NU ZD< O� 00 - , LLI WELDED MITERED J~ Z Z �o� -o CORNER CONSTRUCTION NU N 1 � WI Ruben J,Amor—P.E. Ploiiw P.E.Na 49752 \\ .�a>�� I ptV�AMESrtsJrr�Ii \ ��qq I5TAWB'Z �Zg` � \\ h�gegNAl Rtp. PRODUCT REVISED as complyying with the Florida Building Codo NOA-No. 20-1103.04 CORNER DETAIL Expiration Dato 07/03/2024 PTC Plwin .e 520 7Gio5 LLC PO Bo[ 207 Longuoal,PL'32752A775 / By `~ 321-E9!M788 info@{ri­q,­rn Miami-Dade Product Control =BPE Cenif¢t f Auth.ri t!on Nu 25935 s m Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material Item No. Description Part Numbers Supplier Material(Notes) a a 1 Master Frame(W 8 H) N White 1060/7720 Energi I Royal White PVC(2) 2 Sash Frame(Operating Sash)I Vents (W 8 H) N White 128217750 Energi I Royal White PVC(2) 3 Glazing Liftrail Handle(Operating Sash)I Vents(H) N White 106817747 Energi 1 Royal White PVC(2) LL 4 Glazing Bead Stop(Operating Sash)/Vents(H) N White 1067/7745 Energi 1 Royal White PVC(2) W R 5 Pocket Cover Heights 1 Vents(H) N White 1073/7739 Energi 1 Royal White PVC(2) a b 6 Pocket Cover Heights 1 Vents(W) N White 1073/7724 Energi 1 Royal White PVC(2) w 6 Pocket Cover Heights I(W) N White 1 073 1 7724 Energi I Royal White PVC(2) 7 Sash Cover(Operating Sash)/Vents(H) IV White 107817725 Energi 1 Royal White PVC(2) 8 Operating Sash(W)Reinforcement ST-226-144-0.052 Hygrade Metals .060"Galv.(1) - 8 Impost Mullion(H)Reinforcement ST-226-144-0.052 Hygrade Metals .060"Galv.(1) 9 Interlock Cover(Operating Sash)I Vents(H) N White 1180/7727 Energi 1 Royal o o 10A Double Leg Frame New White 06515NEW192 Shapes Unlimited Aluminum z 10B Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum 5 w Safe Seal Lock 3220SS-003-EW Vision Industries 11 Safe Seal Keeper 8292A-003-EW Vision Industries } o U=w—fn 12 #12 or#14 Wood Screw(WS)(Installation Screw) n/a rVa Steel 13 1/4"Advanced Threadform Tapcon(Installation Screw) Na ITW Steel a a w Z 14 Operating Sash-Lock Side(H)Reinforcement 615242-120-Solid Joseph Famo Steel Solid Bar Galv.(1) 0-(5 w o 7 15 718"O.A.Insulating Glass(See Glazing Detail on Sheet4) Hurricane Laminate Impact Cardinal Z 00 16 Wet Glaze(Operating Sash)I(Fixed Center Section) 552 Sikaflex Black Sika US 0 o I w�F>— 17A PW Glazing Bead(Fixed Center Section)(H) N White 1 080 17753 Energi I Royal �o s>m 17B PW Glazing Bead(Fixed Center Section)(W) N White 1103 I7726 Energi 1 Royal 18 Impost Mullion(Fixed Center Section)(H) N White 1063/7735 Energi 1 Royal 19 Sash Stop Frame Cover I Vents(W) N White 1070 17736 Energi I Royal 20 Pocket InsertI Center Section PW(W) N White 107917737 Energi 1 Royal W 210 x.300 Fin Seal Pocket Cover(W)/1073/7724 W23303NW0000 Ultra-Fab .210 x.300 Fin Seal Pocket Cover(H)11073/7724 W23303NW0000 Ultra-Fab W .210 x.300 Fin Seal Impost Mullion(H)1106317735 W23303NW0000 Ultra-Fab Roberti.Amorusa,P.E. 187 x.300 Fin Seal Interlock Cover(H)11180/7727 W2330INW0000 Ultra-Fab PlandaP.E un.4975z tdur'ury 21 .187 x.300 Fin Seal Interlock Cover(Top 1 Blocks)/1180/7727 W2330INW0000 Ultra-Fab a.•t 3pMEs�, �.y� .187 x.300 Fin Seal Sash Frame(H)1 1282 17750 1 Energi W2330INW0000 Ultra-Fab 187 x.300 Fin Seal Sash Frame(W)I 1 282 1 7750 1 Exterior Top W2330INW0000 Ultra-Fab .`a£r No os04 az 210 x.220 Fin Seal Sash Frame{W)11282/7750 1 Exterior Base W23223NW0000 Ultra-Fab 4 + '. STAES r S 270 x.220 Fin Seal Sash Frame{H}1 Single Leg Screen Frame W112257W0000 Ultra-Fab •���cc AL.QRy9t,.,ip. 4'hs ONA; *a� PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1103.04 PTC Pioduot Design Group,LLC Expiration Date 07103/2024 PG 13.520775 Longwood.FL 32 7 5 2-07 7 5 By 321-6901 7E8 ,fo@,P1 co1P. r, Miami-Dade Product Control F13PE Cerificate of Au hodza5nn No 25935 Series Tech 5505 XOX 3-Lite Impact Slider/Bill of Material (Continued) Item No. Description Part Numbers Supplier Material(Notes) a d 22 Stainless Steel Ball Bearing Rollers WR03-R3 Product Design m 23 Hurricane Tilt Latch 1057A-003-EW Vision Industries Steel-Zinc Coated(3) N 25 Impost Mullion(H)Rei nforcement ST-888-168-0.062 Hygrade Metals .060"Galy.(1) 4 LL r 26 ENDUR IG with XL Edge SS Spacer(SS-D TYPE) Na Cardinal Stainless Steel W °s Glass Setting Blocks Sash(W)Top/Sash(H) 2NB-8K-0.125-032-064 Frank Lowe Neoprene w/70 to 90 Shore A Durometer a o s a 27 Glass Setting Blocks Fixed(W)Base 2NB-8K-0.125-032-064 Frank Lowe Neoprene w170 to 90 Shore A Durometer w Glass Setting Blocks Sash(W)Base 2NB-8K-0.125-028-028 Frank Lowe Neoprene w(70 to 90 Shore A Durometer 28 #14 Sheet Metal or Self-Drilling Screw(Installation Screw) Na rVa Steel 29 #6 x 1 1/4"Tek White!Impost Mullion Re bar(H)(Item No.8 Reinforcement) 156180 GLF Corporation S 30 #B x 31/2"Phil Pan HD SMS Salt Spray/Impost Mullion(H)(2 per Connection) 120913 GLF Corporation J 31 518"OD x 0.194 ID X 0.075"THK Washer/Impost Mullion(H)(2 per Connection) 145030 GLF Corporation }°o LL Z Ao'a 32 #6 x 518"Tek/Impost Mullion Rebar(H)(Item No.25 Reinforcement) 117595 GLF Corporation 33 #6 x 5/8"Tek/Sash Rebar(H)(Item No.14 Reinforcement) 117595 GLF Corporation o 34 #6 x 518"Tek/Sash Rebar(W)(Item No.8 Reinforcement) 117595 GLF Corporation > g 35 #5 x 3/8"Tek/Screen Clips White 116506 GLF Corporation U=m o 36 #B-18 x 0.850 Flat Wafer Shoulder/Sash I Hurricane Latch 137341 GLF Corporation 37 #8 x 1 114"Tek White/Locks 120376 GLF Corporation M a a$w Z 38 #6 x 1"Tek White/Keepers 116821 GLF Corporation o.(D w °s 39 Black Glazing Tape 1/8 x 318 x85'(Fixed Center Section) VEN-VG-1208B Industrial Sales z'M o 0 Misc-Screen Components-Not Shown in Drawing 00 } SCN Screen Clip Clear H-884 Product Design it o S m SCN Screen Clip Clear H-3150 Product Design N SCN Tension Springs 2584 Adept SCN Fiberglass Screen Cloth Charcoal128"x 600' 3002606 Phifer Fiberglass I SCN Screen Spline(H/W) EX-FLX-Q165-BK Imperial Plastic USA W SCN Aluminum Comer Keys CK252X260 Hygrade Metals m Misc.Components-Not Shown in Drawing MISC Weep Hole Cover While H-B08WHZ Product Design RobedJ.Arnon ,P.E. MISC Interlock Cover(Operating Sash)!Vents(H) HH-66 Vinyl Cement RH Products Florida RE No.49752 •ganuinni. MISC Liftrail End Caps White 00156-0001 S-I.L.Plastic �•.•�yaewEs �, MISC Stainless Steel Staples 318 x 1/2 Sash(W) BEA 80110 Smith Staple MISC 30PP 1 2-18P50-9116 X1 3/8 X 3 Foam Block W0511022 Lindenmeyr No 49 b2 ='� • MISC Hurricane Grade Spring CS025 James Spring Wire 's ti ` a ; MISC IAccessory Parts Installation Translucent (W)_Width;(H)-Height;Defines CoSmponOent Location Novagard Silicones •yo ssZoNA 5,14§,i Notes: (1)Hygrade Metals Specification:AISI 1005 to 1010,CS Type A and B,30 ksi to 50 ksi Yield Strength,G40 Galvanized (2)ENERGI FENESTRATION SOLUTIONS USA,INC.,PER THE CURRENT MD NOA. 3 HURRICANE TILT LATCH BYVISION IND.USED TO SECURE OPERATING SASH TO MASTER FRAME.NOT SHOWN IN DRAWING. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1103.04 Expiration Data 07/03/2024 PTC Produd Design Group,LLC /^ PO 9or 520T75 By G/` Lrm7wooa,Ft.32752-0775 Miami—Dade Product Control 321-690-1788 info@plc otp.oa rBPE Cerlifcote of Au:honzetlon No 25935 ........................ ........... .......... .................. r,,-) SASH FRAME GI LAZING STOP-OPERABLE LITE 4 01 MASTER FRAME WHITE RIGID PVC 03 GLAZING STOPW/HANDLE WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 04 0.055"THK. N 0.070"THK a 0.070"THK. 0.0551,THK. 0.312 0872 _T 1.65 0.872 i _T 1.00 J_ "U 0 7 1.530- 2.j 73 ................. 07 SASH COVER GLAZING STOP-FIXED LITE 19 SASH STOP/FRAME COVER WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC 1.40 0.065"THK. 0.060"THK. 0.070"THK. 0.050"THK. F-in 1 r-10.313 L Pi �j f-D.298 ........... .............1- _7­ . I 0.518 0.552 0.5,.;� D 0.552 --T J 0 z 'q 1.031 3.25 1.350 1,031 �1.638� 5z 0 C17A) 1@ 0 5 POCKET COVER POCKET COVER 20 POCKET INSERT PANEL @ ia p)Z (EXT.TRACK) (INT.TRACK) FIXED PANE TILT LATCH �I-N U) < W WHITE RIGID PVC Ui T:¢-�P � '7 0.697" M IL a-,z z 0.070"THK. WHITE RIGID PVC WHITE RIGID PVC STEEL-ZINC COATED -J< Z" 0.070"THK. _j0z 0.070"THK. 0.176" OLLJ NO 1 2 --0.323" >-;.-:5_;F,CL 0 Y) O:E 0.345" Z:3 X:0 0.205" LU(.) c) 0 0 0.825 1 Lu " 0.85 f 0: > -0.377" 0.850 "J 0 0.7091, I A � I----------- 0.166 4 1. 33 .....1.0857 0.377"-- -1.857 1.906" 2.269 W ffi 1 --1 5 622" 0,6691, O INTERLOCK COVER REINFORCEMENT WHITE RIGID PVC SASH FRAME&FIXED MEETING RAIL 0.803" 1.067" 0.709" R.bertiAn-ru..,P.E. IN Fl.ud.p E No.49752 0.075"THK. GALV.STEEL TUBE 0.050"THICK 1 1 1.012" Fy=30-50 KSI FLI 37.5-68.7 KSI 91 0A57"'J 0 1,5 0IT-0.730 0.544' OE nap M. j 4 Aw"5, _1.692­ 7� ................................................ ....... ............................................................................. ............... ............. (3REINFORCEMENT FIXED MEETING RAII, ............ A_ETIVE STILES @REIN FORCEMENT SCREEN FRAME @3 SCREEN FRAME $Atoll FIXED MEETING RAIL (IMPOST MULLION) ALUMINUM ALUMINUM GALV.STEEL BAR GALV.STEEL TUBE WHITE RIGID PVC 0.040"THK. 0.040"THK. Fy=30-50 KSI 0.060"THICK 0.066"THK' Fu=37.5-68.7 KSI Fy=30-50 KSI 0 27 u 410 0.410 PRODUCT REVISED Fu 37.5-68.7 KSI 7_7n -1 as comply nq with the Florida 0" Building Code ntj - I 2.211 OA-No. 20-1103.04 1.463 0.72 0-- 1 1�3 Expiration Rate 07/0312024 PTC Produa DnSirn Group,LLC A Fff Qr L By z--o PO B..520775 t."Grw oil.Ft.32752 0775 Miami-Dade Product Control 32"90-1, 0.355 Ce788.uf.@pt.­p'..r' 0-935 %PE Zut­1A.rh,ui,.A­ 2.080 Florida Building Code Online n � 1 pis ttt BCIS Home i Log In User Registration Hot Topics Submit Surcharge ; Stats&Facts ' Publications Contact Us BCIS Site Map Links Search I IOrida Product Approval USER:Public User d;reurxa., m •� a v(I M A pl biro betai CODE COMPLM CE € FL# FL17472-R6 ApplicatioE,t e L= � COUNTY Affirmation Code Version ®C 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. fr � 1 mmen A°hvedts FILE COPY o Product Manufacturer Eastern Architectural Systems 1 . Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4305 jflesher@easternmetal.com Authorized Signature James Flesher jflesher@easternmetal.com 43 � Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-2204 Ext4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows t Subcategory Mullions Compliance Method Certification Mark or Listing i F a s 4 A � 4241 Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. f Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 t r - r< TA5201 1994 TAS202 1994 a TAS203 1994 Equivalence of Product Standards f Certified By I htthti:/hvww.tloridabuildiiig.org/pripr_app_dtl.asps'?param=wGEVXQwtDqtCLJGgvjQiz6AvC4b2bOtoU.15?'o2fo3Nsdwix6PRJJgLQNvD8Dg9o3d%3d[1/5/2021 2:14:38 PN-11 i Florida Building Code Online El I affirm that there are no changes in the new Florida Building Code which affect my product(s)and m product(s)are in compliance with the new Florida Building Code. s � Documentation from approved Evaluation or Validation Entity . O Yes O No O N/A FL17472 R6 COC SA17472 SS 2020-12-07 pelf Product Approval Method Method 1 Option A 9 L 1 c Date Submitted 12/14/2020 I i Date Validated 12/14/2020 t Date PendingFBC AoDroval Date Approved 12/18/2020 FL# Model, Number or Name Description # 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion F. i Limits of Use Certification Agency Certificate € Approved for use in HVHZ:Yes FL1747 '26 C CAC 66 -104 CQR2.odf 3 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2021 Design Pressure: N/A Installation Instructions Other: See drawing set for mullion size,angle and design FL17472 R6 II PA-0004 HVHZ Mulls SS 2019-09-19 Ddf pressure rating Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R6 AE PER6414 SS 2019-09-11 odf Created by Independent Third Party: Yes 17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T l and X Configurations a s Limits of Use Certification Agency Certificate � Approved for use in HVHZ:Yes FL17472 R6 C CAC EAS 622-101CAR PDF Approved for use outside HVHZ:Yes FL17472 R6 C CAC EAS 622-102CAR PDF Impact Resistant:Yes —FL17472 R6 C CAC EAS 622-103CAR.PDF Design Pressure: N/A FL17472 26 C CAC EAS 622-105CAR RIIF a Other:See drawing set for mullion size, configuration and FL17472 R6 C CAC EAS 6 - 06CAR.PDF ff design pressure rating Quality Assurance Contract Expiration Date € 07/18/2021 Installation Instructions FL17472 R6 II PA-0003 SS 2018-02-14.p Verified By: Hermes F. Norero, P.E.73778 Created by Independent Third Party: Yes Evaluation Reports # FL17472 R6 AE PER5505 SS 2018-02-14.pdf Created by Independent Third Party: Yes ys Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 Stateof Florida.::Privacy Statement::Accessibility Statement::Refund Statement a4 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), t _ 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 i provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please ' E provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_ " Product Approval Accepts: P RE Ed M J s I https:iiwww.tloridabuilding.orgipr;pr_app_dtl.aspx?param=wGEVKQwtDgtC[jCJgvjQiz6AvC%2bOt6UJ59o2fo3Nsdwix6PRJJgLQNvD8Dg963d%3d(I/5/2021 2:14:38 P1`•I] i 1 y Document Title: Doc No: FRM B1-02 Structural Performance Rev No: 7 Page: 1 1 F,YSTO G ,r��T,�h.�,,��. Certification Authorization Report Required By: PRO 61-03 CAR & Product ID Number: 622 - 103.0 Issue Date: 1/16/2015 Revision Date: 2/16/2018 Expiration Date: 7/18/2021 Company Code: 622 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x4"Aluminum Mullion HN/T/X 16341 Domestic Avenue Operator Type: Mull Fort Myers FL 33912 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-30 1 0W-8A/9A Test Report Expiration: 7/18/2021 Authorized Signature: Keystone Certifications, Inc. 2018.02.16 145 Limekiln Rd. Suite 100E New Cumberland, Pennsylvania 17070 11 :10:21 -05'00' Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM I 1 KEYSTCJN,�, Appendix 1 CAR No:622-103.0 �e. .�,�A„o�s•'H�. Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 Load Tables for the: 1"x4" Aluminum Mullion, Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-ONE-WAY MULLIONS SPAN 'L' T TARYWIDTH 'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 C-72­11 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6 84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 1 76.7 96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8 108 98.1 74.2 1 60.1 1 50.8 1 44.3 1 39.5 1 36.3 35.9 1 33.1 DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-TWO-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W' (IN.) (IN.) 18 4 30 36 42 48 53.125 54 60 24 200.0 200. 00.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200. 00.0 200.0 200.0 200.0 200.0 198.5 48 200.0 200.0 200.0 200. 00.0 186.1 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170. 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122. 111.0 109.2 98.3 84 200.0 154.7 123.8 103.2 88.4 77.4 6 . 68.8 61.9 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 41.5 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 732.4 Impact Ratings ASTM E1996-Wind Zone 4, Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications, Inc. 145 Limekiln Rd,Suite 100E New Cumberland, PA 17070 Phone:717.932.8500 www.keystonecerts.com I ' I 398 East Dania Beach Blvd: BUILDING DROPS Suite338 Dania Beach, F1-33004 A Perfect Solution in Every Drop! 954 399,8479 PH Cerklflaa to of Authorization:2957K 954.744.4739:FX contact@buildin8drops•cOM Product Evaluation Report bf Eastern.Architectural Systerns FIVHZ dipped Aluminum Tube M 1ll ores for Florida Product Approval L# FL17472 Repqrt No. 55 6th Edition (2017) Florida Building Code Method: 1—A(Cortif ication) Category:. windows Sub-Category: Mullions Product: NVHZ Clipped Al uminum Tube Mullions Materials Aluminum 5005--T5 &6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL 33912 rjittt��rclr. I �% F. O Prepared by: .�` Fa '•. Hermes F Norero, P.E. � 7 I Flor da Professional Engineer#73778 � r a Date:02/06/18 i Contents:�i t� ,•:••.•••• �� `� Evaluation Report Pages 1--4A , f��r0NA1-1E ��`�� Digitally signed by Hermes F,Nai ro,P , Herrnes Ei.fdk WO',PZ Reasorl:l am approving this 09cument Grale:201&02,1k 15:A7.`�r8-a vo Florida iV4,7377$ E 1 s WILDING DROPS FL#: PL1747z A Perfect Solution In Every Drop Date. 02J06J1840i ' Certif,cate,of Autharizati611e29578 Report:No. 5505. Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub-category: Mullions Compliance Method: State'ProdtattApproyai Ntnthod 1a Product Nast ei HVHZ Clipped:Aluminum Tube Mullions scopes This is a Product Evaluation Report issued by Hermes.F. Norero,p.,E.(FL#7. 778)for!`astern Architectural Systems based on Method 1a of the,State of,Florida Product Apprrivai,Florida Department of Business and Professional Regulation-Floelda Bullding.CommIssion, H2rmds F.Norero,:P E.:does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any oilier entity involved in the approval process o.f the product mined herein. This.product has been evaluatedifor use in locations adhering to the 6111 Edition(2017)Florida building.Code, See Installation instructions 04-0003,signed and sealed by Hermes R Norero,,p:E,(FL 73778)for specific use parameters. Limits of Use s I. This,product has,been evaluated and is in compliance with the 6'h Edition(2017).Florida Building Code,Including the"High Velocity Hurricane Zone"(H'VHZ). 2. Product anchors shall:be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. What!used in areas.requiring wind borne debris protection this product complies with Chapter 16 of the 6"'Edition(2017)Florida Building Code and!does.not require iap impact resistant covering, individual window units must be impact rated Where applicable. ! 4. Situ-conditions that deviate from the details of drawing PA-0003 require further engineering analysis by a licensed'engineer or registered architect.. 5. All configurations shown in installation instructions PA 000$have been qualified as required i by Section 1709.8 of the 611'Edition (2011)Florida Building Code. { 6. See lmtallatlon Instructions PA-0003 for size and design pressure limitations. l i Hermes F:.Norero,P.E. Florida No.73778 1 Page 2 of 4 i i AIL BUILDING DROP FL# FL1.7a72 A Perfect Solution in 8very Drop! mate; 02 06 18 Report No: 5505 Cectliicate oP Authorization.29578 Certification Agency: The manufacturer has demonstrated tonlpliarice of products in accordance With the. Florida Building Code for Mariufacturing under a Certification Agency.through Keystone Certifications,Inc.(FRC Organixatlan#:CER1523): E Roferenced ltode Sections: 1. 1709.8 of the 61i'Edition(2017)FBr- 4 d Referenced pata: 1. Product Testing;performedby- Certified Testing Laboratories (FBC Organization t#:TST1577)' 'Report 4:CTIA 301OW-4 Report Date:U7/18t14 Report#i:CTLA 3010W-41A Report Date:07/18/14 Report#:&LA 30I -5 Report Dafe;07/18j14 Report#:CTLA 301OW-5A Report Date:07/18/14 Report#;CTLA 5010 W-6 Report Date:07/18/14 Report#;CTLA 301OW-6A Report Date:07/19/14 Report# CTLA 301OW-7 Report Date:07/18/14 Report 4:CTLA,3010.W-7A Report Date:07, 8/14 Report M.CTLA 301OW-8 Report Date3 07/18/14 Report#:CTLA,3016W-8A Report Date:07/18114 Report#;.CTLA 301OW-9 Report Date:0/18/14 Report#:CTLA 301©,W1 9A Report Qate 07j18/14 TAS Reports signed.and Seated bye Rarnesh Patel,,,PE 20224 2. Certification Agency Ieystone Certifications,Inc. (FBC Organization it:CER1523) I i i i { I i Hermes F, Norero,P.F, Florida No.73778 1 Page 3of4 i i i i BUILDING DROPS FL#-. FL17472 ,, Date;: S32JQ6J1$ A Perfect Solution In Every brop! Report No 5505 Cettiricat6ofAutho&zatiart: s�78 installation; 1. Appr`oved anchor types and substrates areas follows: A; .Foe two by(2X)wood Frame substrate,.use#1.4 Wood Screw type:wood frame anchors of sufficient length to achieve minimum embedment of 1.,5d,f.fnto wood framing. B. For concrete or masonry substrate where one by(1X), non-"structural,wood bucking is employed;use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient length to'achieve minimum embedment of 1.25"into concrete or masonry. G. For eoricrete or:masonrysubstrate wherewood bucking is NOT employed,use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient Ierigth to achieve minimum embedment of 1.25"into concrete 4i .masonry, � D. For metal stud substrate,use 1/4"Grade:5 self-drilling scirew typel metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. i Refer to installation instructions(PA-0003)for anchor locations,design load tables,and further details of file`instail;atiori requirements, ! Design Pressure: See drawipg FA-Q003 fbrmupion desing pressure rabies,mullion profiles,and installation detail& i i 3 a Hermes F.Norero,M. Florida No.73178 Page,4 of 4 i t I 398 E. Dania Beach Blvd. BUILDING DROPS Suite338 � A Perfect Solution in Every Drop! Dania Beach, FL 33004 �A\\ Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com November 23,2020 TO: Whom It May Concern FROM: Hermes F. Norero,P.E. Registered Florida Professional Engineer#73778 MANUFACTURER: Eastern Architectural Systems 16341 Domestic Ave. Ft. Myers,FL 33912 FLORIDA PRODUCT APPROVAL M FL17472 PRODUCT CATEGORY: Windows II' SUBJECT: Product Conformance to the 7th Edition(2020) Florida Building Code Dear Sir(Madam), I have reviewed the referenced Florida Product Approval and associated documents and :years ll drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently a documents listed below to be in compliance with the 7th Edition of the Florida Building Code. I It has been concluded that no revisions or changes to the referenced standards and standardas occurredbetween Chapter 35 of the 6"'Edition and Chapter 35 of the 7th Edition of the Florida Building herefore,all test standards listed below are valid for the 7th Edition of the Florida Building Code. SECTION INSTALLATION CERTIFICATE NO. CERTIFICATION TEST STDS. INSTRUCTIONS AGENCY AAMA 450-10 17472.1 PA-0004 622- 104.0 Keystone TAS201-94 Certifications, Inc. TAS202-94 TAS203-94 622- 101.0 622- 102.0 AAMA 450-10 Keystone TAS201-94 17472.2 PA-0003 622- 103.0 ifica Cert i tons, Inc. TAS202-94 622- 105.0 TAS203-94 622- 106.0 Hermes F. Norero,P.E. Florida P.E. No 73778 Page 1 of 2 398 E. Dania Beach Blvd. BUILDING DROPS Suite338 A Perfect Solution in Every Drop! Dania Beach,FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 71h Edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s)for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, fill,, dp ® N 7 p _ -0 S A Olt Ir 0 / llHermes F. Norero,'P.E, ���.,` Florida Registered Professional Engineer#73778 Digitally signed by Hermes F Norero Reason: I am approving this document Date:2020.12.07 07:25:55-05'00' Hermes F. Norero, P.E. Florida P.E. No 73778 Page 2 of 2 EASTERN AkGHITECTURALSYSTEMS HVHZ CLIPPED,ALUMINUM TUBEVULLIONS GEWRAL NOTES, 1N2' 'DVS W2' L THEPRODUCTSROWN HEREIN 19DMGNMAND ANUFACFUREDTOC>3k'RLYAMMTHEMMM00{ID17) FLORIDAi3ULLDWIS 000£;INCWDHIGTHF HIGH YEWGRY NURfVCANEZONY_ ,. 3. .APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRPOUCTANWHpD BORNE DEBRLSREGIGNS. "q - '' - 16 MULlt I NO]%nDUAL UN ITS ATTACHED TO MULi1Q M,S 6§icr14 RATED. A, ADEQUACY O SO F THE EXISTING STRUCTURAL CANCREIT/fA6NRY AND?11FRAM VA ND •'ANC:I#OBCLIP. RESISTING SYSTEM CAPABLE OFWLTHSTAUDINGANOTRANSFERWNG•APPUEOPROOEICTLOADS'TOTHE SIP, F9UNOWON 15.11HE RESPONSIBILITY OF 7HE ENGINEER ORAACWTECT OF RECORD MR THE PROIECT OF �/ pT t�A p�Ap��' INSTALLATION. .. iFiY 111./^TL-. ['!•fETI S.. 'IX AND 2XBUCKS(WHEN USED)SHALL RE DESIGNED AND ANCHORED TO PROPERLY TRANSFERALLLOADSTOTHE < - VERTICALWiULL STRUCTURE BUCK DESIGN AND INSTALLATION LSTHE RESPON99MIITY LIME ENGINEER OR ARCHITECT OF RETARD E SPAN T' MULL' FOR THE FROIECTOF INSTALLATION, SPA 1'. MULLION fi THE INSTALLATION D£YATLS DESCRIBEDTLEREINAREECENERICAND My NOT REFLECTACTUALCONOMORS FORA:-.. g SPECIFIC SITE_IF SITE COXDMONS CAUSE IWALLAVON TO DEVIATE FROM THE gEQU1REM,:T M DETAFLE[]MEW, TYP... _�Y+' yt' �- � , AUL'ENSEDENGT4YEEBDRARCkIIiECT317AilPREPA2YESs'TTSP'EtTFiCpbCU}4TETiTS`sORUS£W6'TT3TfN.iSDOCU#9ENTI- "- VON4WK ARM IN HVHZAR£A.A3,DUE TIME PRODUGT APPROVAL=TO RE OBTAINED FROM MTAhaI^DADS R£R: 7. MULLION&CUP MATERIAL:AWMINUM6605:M&606346[ASNOTED) 9 3. MUUJONS MAY BE 05LO WITH ANY AFFMOVED FENESTRATION fRODM.UNDER SEPARATEAPPRDVAL 'Wl' S. SEE SHEETS 5.9 FOR DMALLATIONANCiORR£QUiREMEN15 FOR SPECIFICANCKORiNGREQUIREMEIT11 MULLION Lil 4;4NFICURATIONS,AND OESMAI LDAO CAPACITIES.. ANCHOR CLIP. . 11A.DLSTMILA3T METALSiNR.UDiNGfASTENERS THATp4AY COME INTO GONSACTyd4TH ALUt~fINUM.UNIT FRA PA3PkG 'FYTA $01AU.BEPROTECTEDINAccoROANCEWITHT14EEMEDITION(2DT7)FLORIDABUILDINGCO .. TYPICAL MULLION ASSEMBLY HORIZONTAL„1", MULL SPAN _ MULL SPANI V 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSEAMUUXDN THATPROPERLY FIT3TH£FENESM-n0N PRODUCT. 'W2' TABLEOFC'ONTEM1TTS', 3: DETERMINE WHETNERASSEMBCY REQUIRES OK-WAYORTNO•WJAYMULUONS: -. - • A55ETn3LtES CONgSFTNG OfSTA�£DOR 57D£BY-SIDfr L?NTtS REQU�RE:zSE'6F � �... SHEET' REVISION Sl18ET DESCAIPTION OC:E-+JYAY,4„dRl,�,iOQ , • ASSEMBUESCONSiSTINGOFMULMPLIILMn3MULEEDT040NEFWWH I - GENERAL NOTES,iNSMUGTIONS,AND ELEVATIONS MUMPLE MULLIONS R£QUIRS USE QFTWO•VJAYMULUONS. A • SEE SHEET 11FORASSEPARLY AND I=EXAMPLES, 'Wl' 2 MULION DETAILS TFASSEM3IY TY?E CANNOT BE DEM MI14ED USETWO-WAY MUW OU CHART. 3 AN6S0.R CUP DETAILS 4;. VERIFY THAT MULLION DESIGN PR ATa PRESSURE M' OR EXCE ECN DESIGtd PRESSURE OF OPENING LISING CKQTS ON SHEETS 6-10. 0 d S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 5-20,MULTIPLE ANCHOR .NWLUON SECTIONS TYRE/OS FRATEICUPODMBINAMONS WIMN:AN OPENING ARE ALUWWED.. AI CC Cas'�5 TYPICAL MULLION B CUP ASSEMBLES C THE LESSER DESIGN PRE45UAE OR MULLION OR FENUTRATT04 PRODUCT'NWLl. I'IOI;iIZONTAL JI'AI�T 6. rX3dj8'IUGHT{MULLION DESIGN LOAD TABLES GOVERN OV£RAtiASSEMBi.Y DESIGN PRESSURE BA'47N6. ? I'X3-11'&`(11EAVOMULLTON DESIGN.COADTAB!'E'S 8 — S•XA'MUUION.DESIGNLAADTA9LE5 ... .. �REY`SIDNS�, �c �r. FeetcFxrl�sxaFsrw+iitsma YX 4'MULUONDESIGN LOAD.TABLES._ ,1y�� O v"` ire 6rtui Ac serif .� rX S MULLION DESIGN WAD.TA9LES. �.� '' '�„� w.•.�+'dr++".:��»,. `v... h'Q 31 t i xr wsLCYra- lAULAiON ASSEMBLY AND LOAD = 7 p.: 'WHICUPPED ALUMINUM TUREMULUOUS W"CALAC9DHORIZDPITALCONFIGURATiONS f uj z GEIdERAL AND INSTALLATION N' IE5 .t�, ,. ux� Ise; rv�vswsurr: 02/05 33 TAi , ++*�?F.NI a.P :/EJSB .E �Ai 1�A" ��� sM: sF++LaAuctsatsEs i ea rmut/0. .;wc a Rror Raatan:inrt+a,rc�at3Ws+mps'Retc3 PA•UOD3 NITS; f i +tyirspsaAroarp.t�rt .m EAST Lf! w STL S1a Daro:24TT1.DY.L41530%9-05916' cu+u Fagot L 7' rst•; Tams c£xs a ummv.�rrw:t3sae cr sxxs oeaarrmw aiv 1.DF 11 a.z54'• •-- i D. O" O.Bo" 6.00I}TM 0125 4.125" — q.(f00° 4.000'E Dais^ ;S:12s', 1"X3-1/8"(LIGHT} 1"X 3-1/8"(HEAVY) 1f'X 4f' 2"X4- MULLION MULLION MULLION MULLION MULLION SEESHEEt6:FOR SEE SHEET7 FOR SEE SHEEUS FOR ;SEESHEET SFOR, SEE SHEET 10 FOR QUALIFIED CUPS QUALIFIED CUPS QUALIFIED CLIPS QUALIFIED CUPS QUALIFIED CLIPS NOTE:SEESHEET3 FO i SPECfFICCt P TYPES AND DIMENSIONS REVISIONS E�SfEP.vA"L'1ttrELili6tt cvttet�. ors rya 'r. ��►�. �a�S�t�:'L` i ao yW r8 iarrnawi�a: HVHZ CLIPPED ALUMINUM TUBE MULLIONS -O C, z VERTICAL A kl ANDNO)OZONALCONFIGRON$ MULIONCROjFSSSGTSCN O,c G 4+ �t/�'" wr•ar�ra"r: uaur: cif fi`s(l:t1.•::•••'' �`,`��•` D2 05113- TJH' A,a otnwu+noxaraac � EtE6E3 f \\\ 6L41Vci'J fiCc 'uL'4G ..f9![KR!I/IUr7Ed7R TI (��.n fiA PA•Dai)3 .N:T:S a au"�aeuanav ua:9pra SEd'EA56i8..Sxa .srxeaix�'ar-�var3"��-�,{{{QLLL___fffLLL+J�uo.,m3�a ar', wra oeacfl�rmau �Ev 20F11�--. CH) q75"Z" V 2`' X t :X 13/4" L-CLIP.2" x Sri x 2.114"L-CLI{f ALUMINUM fi453:T5LIP AI:UMlNUM 6Q63-T6, V�X, "X 5 3/8x'_L,CLIP 10.46" ALUMINUM 6W-76 it 2.2 5' //.a a 2.25" 1\ /> '> 3 25" 1.75 q 2,25" q 4 225" 'I .. 2335" 2�"' S. O—. tZ.25' / \\\ 0.188" q 2 25" a 2.25" a 1,25" O.TBdi„ ---� 11 T 1015/32"X 2 �./�"H=ccIP � „ ...P, 13/4�„U C .21/4 U CLILIP �" LU IN 60 3-T6 ALUMINUM 600575 ALUMINU?06005=T5 I ZO 15/32"X 1 3/4" H-CLIP ALUMINUM 6063-T6 5.25` East 2:625" *1��``,tSF rt'���j REVl4t6t1S �� aM va.ren"¢t.�sGrc+usrsYSfRtu o .`����TS�"�• • Fly`, ...,....w ui+ioa+ncia°.catt AL 0 (25" 7 v K ,: HVHzCLPP.ED ALUMINUM TUBE MULLIONS I _L Y w�. r VERTTCALANDHORIZONTAL CON PI 0.875" GUTSATIONS CUP DETAILS �O L •�/�` an,m exnm+un PNe�w+euax: 81/4"X 3:3/8" H-CLIP P' i T .-. 02 OSh3 TJH ��i�S G� � Rwwwyrz+: ii er M c—c . ALUMINUM fi063-T6 ��{ Q�Ij�1{y y)y����� RA 0003 Pd.T.S.. nur�auni+m+waxuxs .�76/33tl h'M18t4Y"S74'.� LT .nor OQSCRVU.L: rwe dRT.Of AUTb=Ai NA.:9576 ' .. . INSTALLATION ANCHOR INSTALLATIONANCHOR 1NSTALLATiON ANCHOR (SEE NOTES SHEETS 21(2"NlIN. (SEEVpTESSHEETS 1I/2"MIN. (SEENOTISSHEEiS NORI20NTAl, 6^10} I MULLIONI TYP. EUGEDIST. J 6.1Q} EMBEDMENT 640) CONCRETE OR MASONRY BY OTHERS' CAULK B[TVVEEN ° c a 4 ,a -1 V4 MIN. 3/4,MIN. ° ON CUP CONCRETE/MASONRY&1X EXTERIOR MULL) WOOO BUCK BYOTHERS ¢ EMBEDMENT EDOEDfST.• U'CL1P 6 Typ. �, lZ-WCIOD BUCK CONCR6i'E'OR EXTERIOR INTERIOR, BY OTHERS MASCWRY RY OTHERS q CAULKBETWEEN' .. I MULLION CUP '.CONCRETE/MAS06NRY&2X VERTICAL TYP. WOOD BUCK BY OTHERS n MULUON,TYP. I � I. I ( 2.X WOOD BUCk'" v, < IiYOTkiERS" �. EXTERIORlN7ER10R. MULUON I• - INTERIOR .....TYP. ZON i H�SECTION k ( "I LION T-MUIUDN(NTERSECf D(:7`AIL J C URlZ0NTAL SECHON SIDEVIEW VERTICAL SECTION $ JAMB 2XWOODBUCK: ell _ SIDE VIEW-HORIZONTAL HEQvAD-CONCRETE/MMONRV' I Y (1 I SIDE VIEW-VERTMAL INSTALLATION ANCHOR if f' 1 (SEE NOTES SHEETS , `_� l� HORIZONTAL — T EXTERIOR i INTERIOR —MULLION,TYP. ( ( NiUL,LiON EXTERIOR. INTERIOR TYP. NOTE N1ULLion-CCIp DETAILS SHOWN ARE TYPICAL FO R ALL P• f. I MULLION&CUP ASSEMBLIES.SEE I VERTICAL ( I SHEETS 6-10 FOR ALLOWABLE MULLION I CONFIGURATIONS,SIZES,AND DESIGN. V MULLION;TYP: I I MULLION CLIP PRESSURES:. f TYP. HORIZONTAL SECTION X-MULUON INTERSECT DETAIL a a - SIDE VIEW A 11Ea"MIN.. EMBEDMENT PRBYOTNEIRL F � hiE���� RtVf$tOMS rAua°vw�c�5 ' � 98W1 dUNKfK.t'�1. '� •..• wwur. uw�a"w�....� o�•�. ii WC4S.RJS)12 INSTAUATION ANCHOR. sr..cnxx NO (SEE NOTES 5HEE 7 640)` 21/2"MIN. —* *; HVHZ CUPPED ALUMINUM TUBE MULLIONS 'EDGE DISTANCE VERTICAk AND HORIZONTAL CON PIGU�tATIONS L7fNSTALLATiON DETAILS 'wTc "' w'kw. xx5niue+l yCr VERTICAL SECTION �o �; }emu!`. 02 05 13 71H (I. SILL-CONCRETE/MASONRY ��i G�y�� nwvmwuSs suxtx cawr,t+a. � •,r••. ♦ lovc antu.rn icr SIDE VIEW-VERTICAL t f1� PR•OOD3 N.T.S. 3 Ii eam oaen*m+k4.3nsrs .32 ,+ ¢r. a13n aft c�a°iuto 0$7* er' .Ave w-'cw?w4 REY 40E'11 VERTICAL MULLION V-CQP TO MULLION CONNECTION HORRON'TALMULLION H-CLIP . i o SUBSTRATE BY`OTHERS SUBSTRATE VARIES SEE NOTES'SHEETS 6-10 H•CLIP ANCHORS ALLINSTALLATION'HOLES MUST HAVE AN ANCHOR INSTALLED INTHHM MULLHON AND CLIP ASSEMBLY' TYPICAL ASSEM BLY SHOWN,WITH V x.91(8'.MULLION AND H•CU.P:OTHER MULL1 ONS AND CLIPS ARE APPROVED. SEE INDNIDUAt MULLION SHEETS REVISIONS �/yp /y `�/_�{y� usteruuuicerwsaaYate,a 1 f4�'�siei1:1II, CAGfCfii+taLE.—s f F y g'AL iMurw rviNNY�. 111}t109MiT�K Ih'F,. ' HVHZ CUPPED ALUMINUM,TUBE MULLIONS f4T �C NERTICAL AND HORIZONTAL CONFIGURAT;ONS MULUIO AND:CUPASSEMBLYAETAILS \' Gm CMVfN av! K(e w" �������`�yAy__ ���$ 43105/13 T1H � eunau+acxdr,wc P GAS ice''��l LIlY1F\+.VP.. J'C51L' /7PLCL1f(lIN1,�6M . .Ym cesr�o �K io}c"61�cie s'° - x�cer PAr0003 N.T,S, i a nusnyvtauvx uo.,raa }'. or�umm�rArra+s ma.Maoer ure bu ++ v. S OFdI -- NI.NSSUREUMITS FOR MUWON:I"i(S• 8".(U -ONEWAYMUWOf1S MULLION .TRIBUTARYWIDTH:W(IN.) MULLION 24' 30 3S 42 48. 51225 54' 60 0.. 200.0 200.0 200A.'. 20D.0 200.0 2D0.0 200,0 206 2=0 200.0• 700A 200.0.. 200.0 2=6 1m:1T 48 20D.0 200.0 0 201A 200,0 2MG 2X0 200.0 2=0 60 200.0 200.0 19L 159.0 143.3 134.3' 129,6�- 229.3 '227.6 -) 77' lbl.6 123.7 1U1.5 7t7 M2 E7.2 '66:7 6&8 94 10LO 76.9. 617 53 47.1 416 3%7. 39.3 .36:9 27.6 95 67.4 SLl 3 216 Fn.. .fig C. ' '41,5 52 .. . . 25.2 23S ._. ONE-WAY.� ...L�417tl DIAGRAMS 108 47.2 35.7. .289 2.7,.4 3P ]9.0'' 27.5.: .17:2: :ISiO �/ ry 6 375" DESIGN PRESSURCUNM FOR MULU0N:1''x3.118"U -G -TW YMLIWONS 1'I.X 3-1/8" (LIGHT)MULLIOM 1 SPAN'L' TRIBUTARYWIDTH'1F.11N. ` ALUMINUIti16DD5:TS 'I MULUON IN.. 18 24" .30 . . 36 A2 48� . S1125 5+ 60 MULUON- 24 2m.0 200.0: 200.0 200.0 200.0 20I1.0 2m.0 2000 0 36 2=0 200,0.::2M,O 1=0 :19L4' 157.5 15L3�. -140= 1,1 -- -48 20D.0 2MO 200.0 267.5 Y43.6 125.6 1.13S 111.7 3m:S -'60 ..200.0 20A0- d60.8 '134.0 '124.9 3005. Wlz 89:3 80.9 �,, IBUTARY 72 15'7,6 IM2:. .94.5 7&8 B7.5- 59.1 53.4 52.5 47.3WIDTH= 'wlc 2, .: .94 99.1 74.4 59S 49.6� 15 _372 33.6 :Ml 29.8 2 •96 6" A9.9. 379 33.2 2&S 24.9 1L5 211 .i9.9 308 46.7 35.0 ?80 ?3.3 2D:0 i7.5. 35.8 is.6 TWO-WAY MULLION DIAGRAMS TABiE Sc: Y ':SEE R INSTRUCTIONS ON USINGTAISILIES.SEE SHEETS 4 ANDS FOR-TYPICALINSTALLATION METHODS&CUP DETAILS. 2. RINTERP ION'BETWEEN.USTED.WIDTHSANDSPANSISALLOWEO.. EETHISSHEETFO CIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPEC LIP DIMENSIONS. QUALIFIED ANCHOR CLIPS s. ANCHOR'REQUIREMENT_ •WOOD:II14:WOOD SC •CMU:1/4`,TTW TAPCONS •CONCRETE:"11.01TW TAPCONS •METAL 1/A'SE'I%DRIIIINGSCREW 6 45} ° 6. INSTALLATION SUBSTRATES,. •.WOOD ANCHORS SHALL HAVE AMIWEMB£ OF1=1/2".&EDGE DISTANCEDF1'.WOOD SHALLBE.MIN.S.G.=0.5S. ° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.fM ENTOF]-.1/41'&EDGE DISTANCE OF24M,HOLLOW CM.0 SHALL EORJ BEMMWEIG HTCONFORMINGTOASfMC90, ° •CONCRETE ANCHORS SHALL HAVE A MIN,EM8EbMENT O d"&EDGE DISTANC O'F2-1/d".CDNCRETE SHALL BE' z 1/4"'U-CLIP - X 3/4"'L CLIP MIN,AODDPSI.". •METALANCHORSSHAiLHAV!AMIN.(3}THREAO.PENETFATIO ONDMETALSTRUCTURE,STEFy$NAILE MIN. a1LUfEINUIY��UDS:TS ALUMINUM8063TB. 18 GA,(O.oASINCK)33IFSI'VIELD.ALUMINUM'SHALL BE MIN,I/$"T LUMINUM606nT5, "MUST BE USED IN PAIRS U-CLIP.FOR USE ONLY IN MULLION-TQ-MULLON' CONNECTIONS S F.Alf �/4// LtEVIst4Hs �s►i a:nero�o,r,ecn{�zYa c�c 00 r NOTE,SEESHEET3F CIFICCUP A q o• .. TYPE$AND DIME S:. VERLf T J a HVHSCUPPEDALUMl BE MULLIONS q 10 ,1,5/32'M)M:0/4'6' WCLIP �°p��T.Q�`���y�.� o D5 1arI�LWArAAND�HORIZONTAL Isu RATIONS' 1 k i 8 IG MU ALU �// S_/[�AI1`1\�' rnNVMGrR tKAlL7 i0M[Q �riaf ux Catoo,�CNfc�Ea�s+c a3o PA-00M NT.S. umwwrox. aa7a a,�w'aaoi R'33iG S,tEL6 RE\; iwe cast,of urmaau�nar,.m.�ssre sr rw." oFscx+vrar+ .iav 6 OF.11'- OESIGMPRESSUREUMI'SFORMUWCN;1'x3•: 8`HEAV- -ONE-WAY.R4UWON5 MULLION SPAT( TRIBUTARYWOTHIM'IIN.1 -�� � I000". MULLION 1� lIH. 24 xD .-36 42 `.48 SBA25 S4 60 24 200. IOO:D 2WO 200M 24D.0 200.0. 2000 200.0 200.0 p. 36 ,200.0. 2OD40 200,) '200.E 220D.T ADD a 200.0 200.0 .. 48 20D.a. 200. 2OD.a 2000 200.6 lmo 2DD.0 200.0, 20Q0. 60 200.a 200.61 191.4 17&7 167.5" UZI ms 1S9.4 72 2Ca.0 754.S 126. 09.1 97.1.. 8&9 S4.0. .83.3 � ULLI 84 iw 95.1 7&4 S8.9 S 12 416. Aa2. 45,1. LYi s4.z- •63.9 s1.x .44,a `ass- 3es az93ONON.DIAGRAMS103- mg-9- 4G6fiy3OS a3.7 2L E=$�....2L5� 19.9� i - DESIGN PRE53UR limas FOR MUWONi T'x 3-118'HEA - •WAY MULLIONS 6,625" SPAN TRIBUTARYWIOTH'VJ'.(IN.) V-X3_1/8" (HEAUY).MULLION `1-j MUUJON lIN. 1S 24 30 36 42 48 5=5 6D - 24 2mo 2004 2oa0 zoao 200.0' "�2ao.a 2w.0 Tao. '200.0 ALUMINUM6005-TS - �N° 36. 20 2W.D 2COA, �200,0 19L4 767.5:. '251.3 1489 4S wao '20mo 2000 `267.5` 343.6 _175.6 '1135 115. tN:: 66 mo =O 160.6 134.0 2149 10aS S&S 89.3 BOA' 72 1 MS 1471 11E:1 92A '&44 73.8 46,7 6%6" Al'. [��ALRYWfD Wl3W284 32a0 1 93.0 74.4 •610 511 $6.5 d2.0 '4L3. 37.2 TH- .Z - 95 �L10 OZ3' 49.8 41.5 35.6 3L1 2&1 277' 24.9: 108 S8.3 1 43.7 1 35.1) 292 2EA 22-9 19.8 .M4' 27.5 TWO-WAY MULLION DIAGRAMS TABL 1 ESHE OR'INSTRUCTIONSpIdU$IJdGjABLES,SEE SFiEE1'SAANI.35FQf{TYPICAL INSTALLATION METHODS R�.CLIPDETAILS. UNEARINTE TIONBESWEEN LIMO,WIDTHS AND SPANS ISALLOWED. 3. SEETHISSHEEfF PECIFICMULLIONDIMENSIONS. 4.` SEE SHEET 3 FOR SPE CLIP DIMENSIONS, QUALIFIED ANCHOR CLIPS 5- ANCHOR REQUIREMENT •WOODt#14WOO4S S: . .qmy ale!oW1APtONS 0 .CONC�tMT 1114 !WTAPCON p •METAL1/A".SELF=DRILUNGSCRE ADEM 6: INSTALLATION SU BSTRATES: 13/4" U`CLIP a q . •WOOD"ANCHORS SHALL HAVE A MIN,EMB ENT OF'1-1J24&EDGE DISTANCE°OFI'!,WOOD SHALL BE MIN.S.G.�S5. / •HOLLOW CMU ANCHORSSHALL HAVEA MIN.E MENT OF I-1 jA"'&EDGE DISTANCE OF Z-V2".HOLLOW CARIISHALL ALUMINUM 60OS•TS BE:MEDIUh4 WFJGHTCONFORMINGTOASTMC90: 0 0. O •CONCRETE ANCHORS SHALL HAVE A MIN,EMBEDMENT 3/4"4 EDGE DISTANCE OF2.1/Z'".CONCR.WSHALL BE U•CUP FOR USEONLY FN M1N.4000 PSI- MULLUON40O MUL ION r rr n •MEPALANCHORS SHALL HAVE AMIN.(3)THREADS PENETRATI OND=METALSTRUCTURE.S7FELSHALLBEMIN,. CONNECTIONS 5 X 13/4� -CLIP 18GA(0.045"TRICK)337CS1 YIELD.ALUMINUMSHALLBEMIN.:IYB" AIIIMINL1MsQb31S: ALUMINUM 6063:T6 -MUST BE.MD.IN PAIRS ����1�E,S F, 0����ii REVISHNS. �-, u-terut+�aarecn�atagrsiws , amnaaHcr E 4is ,,•. �i� � ee[ ".the wsrars+rar O b d ^ � :Ifni aplaiIId:Ali[,: 4� V i - +�,.1w.'-"ib�w,eYsw w» c Y'•. .TEM'.{IXi{L 11D:P NOTE:SEE SHEET 3 F PECIFIC CUP Wert m. ES AND DIM NS, a o a- * 7 = T i HVH2CUPPEDALUMINU BEMULUORS ITYQ g - VERTICAL AND HORIZONTAL iGURATIONS 1"x 31 "HEAVY MUL 1015/32"X`1'3/4Ir H-CLIP O2 OS 1,3 TJH ALUMINUM 6063:TS �I� 321A1x s� + uurreznn p Neveec; N*cc t��VV¢y�.� PA-0003 N:T.S: �Elf ,•utkoawx,a,� *tsia Jp•GYO �iL,3.70 ._ 5,4E%: REY; rmc.rrac os wn�a unw aYc ism a wTe acarn•rRn =' 7 OF I ` _MULL1[�ta SPAN I, DESIGN PRESSURE UMMFOPMULU WIrx4--QNE-WAYIMWONS. =��� S.Ot$Ou,: .MULLION .' - LI (ki is, 1 24 30 .36 12 48" -S3.M Sa.__ CA" 24" woo2mo =o 210.0. IMD r200D 2M0 2010 96 .2=0- 200.0 2W.0 =0% 20Id0.: .3A D ".Zmal 2M..0 .4W.0 p<�SDK. --�. Off low,. 202.0 '22D.0 '=A 200:o"�200.0 wo.0 21#1D� Z0A0 �L. wo.0 2010' M&O 200.0 2%0 2C0.D 2w& 2=0 TL 29DA 2M.0 =0" 781.6 1616 147.9. ..139.7 133fi. .332.6. - :�:OOf}" °- .•-'°'-J. 2=0 lSS,.O. 130.4' -S&O 5 as :9f7 7fu gs 140.1 1Da:3 ma 73.£ sax sa.s7.4 5 T s2s 1 4&4 ONE-WAY!MULLION MAGRAM'S -108 98.1 7,42 1 .60:1 saa 4L3 395 1 3613...1 35.9 1 '33:1.. DESIGN PRESSIIREUMM FOR MULLION:1 X4"-TWD-WAYNIUWON5' SPAN V TRIRUTARYWIDTH'W IN.) MllI LION MFlLLION, o .18 24 30: 36 42. 48 S3.12S 54 60 - D,250"' .. 36 0 Z0o� 200.0 240 Div o �v .0 2mo Ins "'[ [�LLI©�! u ALUMINUM 6CNl5rT5 as 20aD iCQ:D 2oa0 zmo 2aoA Ss6r1 16b.1 166.a: z4a.s 66 900.0 2C0A 2MO 189.5 '170.1 141., .134.5 1TL3 21?.1- 72 2W.0 ZU 196.6 1618 14.4 12L9 111:a 109.2 MIS ,✓/" 84 2WA .YS0.7 123,8 iO3;z: 88.a- 77.4 64,9' 6a:9' ni) Wl.a W2 , 96 19M2 103;7 "W 69A 59.2 S1.S 56.8 46.1 41.5 'fR11 UTARY WtlDTH.- 108 97.1 TS -58,2 -. 48:5 416 36.4. 32:9 32.4 29:1 _. 'TWO-WAY:.MULLION DIAGRAMS 'FABLE-NOTES: ._. . i. SEESHEETI,FOR-MMUCrIONS ON USING TABLES..SEES"EETS a AND S FOR TYPICAL`NSYALLATtON METHODS 4 CLIP dfTAILS: 2. tINEAR.IN"T8RPD1AT10N'BEFYVEEN LISTfL1:WIRTHS AND SPANSfS ALLOWED, , 3., S5ETHtS$HEETFARSPfLlFIG MULLION DIMENSIONS. 4. SEI`SHEE7`'3 FOR SPE001G.Ef1P DIMENSIONS.: S. ANCHOR REQLIjREMENTS; +WDDOa�14 WO01'tSCREWS •CMU.1/4"17W TA.kONS C h -coNcRETE:V4,ITW TAPCONS QUALIFIER ANC �� +METAL:1/4"SELF•DRILLINGSCREWS(GRADE,S) 6. 1NSTALL4TlON 3UBST RATfS: -WOOD ANCHORS SHALLHAVEA"MIN,EMBEDMENT'OF1,1J2"&"EDGEDISTDNCEdFl"4WDOI3SHALLBEM14,S,G,=0;55. +HOLLOW CMUtANCHORS SHAU.,HAVE A MIN,EM9ECKNT.OF 1.1/4"&EDGE DISTANCE OF 2.1/21;HOLLOW CMU SHALL BE MEDIUM WE9GH R.T CONfO ING TO ASTIR C90,. 0 0 a a *CONCRETE ANCHORS SHALL H,AYEAMIN,'EMBEDMENT OF2.3/d"&.EDGE UISTANCEOF2-2/r-.(6 NCRETEStIALLBE 0 0 0 q MIN:4000 PSI, +lVlErAt ANCHORS SHALLlHAVE A Mft(B)THREADS PENETRATION BEYOND METALSTRUCTURE,$TEEL SHAL!BE MIN. 1$13A.M.04S'THTHICK)34MIYIELD.AL,UMINUMSHALf.°BE MIN.1{8"THICKALUMINUM.6063-75. : "p. o o.l. iC /1 o 0 0 A: - '211 X 411 X 3 3/8".L-CLIP... ��,r��s.K F REVISICSPt6 .35Eastern 81/4"X 3.3/8" H-CLIP ��`'e .,.. dli:¢gkd.rCAYE AIUMINUEDINPT6 `•t ALUMMUM5053T6' t'JUST 6E USED IN PAIRS ,�' .C3• '.. Jawwi r.ua.r,.�m v arr�. 7t it= HVHZ CUPPED ALU MI!^�IUMTUBEMULLiONS VERTICAL AND;HORIZONTAL IZ NT LtO CONFIGURATIONS INOTf,SEE SHEET FORSPECIFICCL1P ~rr 0, btu CA anAM. . +w' tug,; {TYPES AND AIM EN SIGNS, r�+r�S 4 �t�C,y"'4� naaYu. 13 TIOVOS/ N owuUcoamas.s PA-000, N.TS. { wun rana7u a� s3i nor,t#AR 1&m-m 4k .'.FfiTE d�l'SGgiF`flap. :..YCY � $.C1F 11- ?8:Y r 5'6t3PRESSi1REUMl'C5PORNIULUt7NiZ` 4"..QNE,WAYMUt1I005.. ... MULLION. ., Sp TRIBUtAPY w IUTH'4v fiN l .IN.) 8 x4 30 36 41 - a6 '53,1u ;@A 60 I 'I'•VIULUOPr(' 24 200.0 :260A ii. 20mo ,203a -Mao 2mo, 26n n , 36 ,200A .0. .x00.0 .2mo 23Aa .29n,0 2M.0 2=0 2r]on ;. 4$ IM4 'm,0 -_z n Ilia xaza a2.a 2aa.a- xnn,n. .fit 290,0 200.0 A., F2MA, 1 MO. ,2nao '2010 1010 I4iA'• 8.254" 72 2WA.. 2ao _. .20a0. ,200 19710 "3Ps a '1561 13a.1 200 BA 0 'c00.d....195e1 wol I46,6 Y32:5 �3x3,5 =2,- 114A, . 95 2cn.0 1SS,0 7NA - 95,9 79.0 �'7a;S:. 73.0 4'�� •���=� E9.S 75a 3. s3.1 :-Sa.4 s1.T.-. 49..5 OW; ULLION DIAGRAMS .DESIGN PRESSWE WITS FOR fAULL10N;2°Y.4 y-mu1bONS' SPANT TRIBUrARYWIMHrtF!'IN. ._ BN: is to 30- 36 'a2 46 S& A4' 66'" MULL MULLION 7A 20a0 200A :.2M.0 aiaa 200.0 200,0 200.0 ..: 2=0:. 0.25 35 200A 26a.0 =0� 2MO, Ingo. `2004 -20r0 2Wd a:' �a;X "111iUl.LiCIIV: ,. aA 2�.a, . mo mo.0- wao 20&0� 197.n A'rtLQ 175,11 .. EO 30Qa-- 2na0 2iX1.0 2GO.a ,1&LL 2SY6 142,4 14al 1265 ALUMINUM S,Del5=T5... , .n =a 2na0 MD 175,1 L%A 131a 1I6.7 1M7:. ID&I - .SA 2=0 20a.0, 1W.1 2511 .7 212.5 xM. 10a1 9n,1 96 200.0: 155,1 124.1 -103:4 B&6 77:6` 70.1 6`2h :62.0 TRIBUTARYWID W1+W3.: ` lag Ia5.2. ]a&9 87.I r2:5'. 62',�2 S4.$ =492 43.4�` .53.6 2...., TWO-WAY-MULLION DIAGRAMS'. TABLE NOTES. 1' H I CTI9_NSON USING_TABLES.SEESHEETS4ANDS,FOR TYR!CAL INSTALLATION MTHODS&CLIPDETAILS.. 2. U3EART, f+ULATfON JEENLISTELTWIDTHS,,ANDSPAtJ51SALtOWE'D 3- SE ` SHEET FOR s ECI , LLION DIMENSIONS, 4, SHEETS FORSPECIFIC:CLIP NSIONS.. ANCHOR REk2UIREMCNTS; •WOOD'.1214 WOODSCREWS QUALIFIED ANCHOR CLIPS .CJDNCEL," V4'ITWONS; •GONCR�1/4�fTW TAPGONS •METAL,2/4'rS£LP-ORILUNGSCk WS'{GRADE 6 INSTALLATION SU9TRAfESi •WOOD ANIC"ORS SHALL,HAVE A MIN.EMBEDMENT /2"4 EDGE DISTANCE OR3,°,WOOD SHALL,BEMIN. HOLLOWCMU ANCHORS SHALL HAVE AMIN:EMBEDIttE 3�1/#"&.EDGE DISTANCE Of HOLI.OWCML1 SHALL . 0 0 0 0 ,R€MEDI R EIGHT CON FORMING TDAS7MC50, •[ONCRETEANCHORSSHAU HAVE A MIN.EMBEQtvMENT OF 13j4" GE PISiANCE O#2-1/Zls CONCRErc SHALL SE MIN:4000 PSI, 4METALANCHORS'SHALRAVEAMIN.(3)THREADSPENETRA ONHEYON, AL$TRUM8E.STEEL SHALL BEPaIM 14 GA.(0.01S''•THICK)33 KSI YIELD,ALUMINUM SHALL BE MIN.i/$-THICK ALU M 6063-T5. o, a 00000 o "00 0 2"x 411 X 3:3 L-CLIP _ ALUM211l5063-76, ��`'� �5 Ofr��si, REYIs9cstJs; r4�.t. rail` L' r� �semw -t4U USED IN PAIRS ,� CS •` 4. ti•�`« .y.� j°'..aa..v r�a�.yr•� vr•w.� It irt=>W i4 FFAFF' � .7+A3i.A11�3W Ill"RIPPEDALUMIN USE MULLIONS... NOTE-SEESHEET3 FOE;SPECIFIC CUP a T, ti VERTICALAND HDRICONTAL f'tGUitgfIS7N5, TYPES AND DIMENSIONS., rip p 2'x'4 M LUCtN xnr.wsnaxr- �ri Q2 OS 13. 'Clti ,- gus- rs,u� fa�°.t' s�¢caul PA-0003 INT.S: a aunccaa�,n oa,x. 00000 Fore ceer.oa+u+uaaa+xurs.�msam ur crxs cErsax 9 CSF 13 - DESIGN PRESSURE 11NR5 FOR A7UillON1Y'F6°-ON6WAY MULLIONS II SPAN TRIBUTARYVADTH'W 0N.1 MULLION IN,) 74 30 36 42 48 ' S3.125 54 Bt! 4 24 2MC Q0.0• .200.0 =0 200.0 _2D0,0 200:b ZOCL6: 20Q0 4 36 200.0 200A 2=0 =0 240.0 =0 MaQ 20M - 48 -.2009: 200.Qwm 0 2040 :200.0. 2=0 2lao '.W.D- •2W.D 60 200.0, 20DA 2OQ0 .2.OQ.0. 2QQ.0 20D:Q 2Q0:6, ZQD:o 72 20&o 2no 2ma"I 111162=0 .M0.0. 197.0 18B.o law :leaf 84 12ma, 2W.0_.200o 1 1725, 357.6 14E:7 -147.S lal. 96 20Q0 200.0 less 1616 44A 131;3 :1a3:0 .1318 114.E 17N1='-W . ULI_IUN.DIAGRAMS Mg :200.0. 197.0 `162:7 14D;1 MIS. 304•,8 103,8 '97.0 .6.GQQ' yy DESIGN PRESSURE LIMITS FOR WliI ION:r9 '-TWO• UWDN5 MULLION .. 'MULLION. -.. SPAN`L' TRIBUTARY WIDTH'W 0N. ..(IN.1 18 24, 30 .36 42 48 S3.125 Go a4 .200.04 2000 200,0 2=0 200.V 200.D 2DOA 200. OD 0 35 2MO 2D0.0 2D00 200A 2MD 200.0 2060 =0- 48 ,200.0 24n6 2000 200.0 700.0 197.0 _278.0 375.2 1576 .GO .20MU 1=0 2M0. '.ZQ0.0 -IFo.1 157.6 Yd2.4 14Q,1 1257.E 7Z 2D0.0 200.0 2000 3751 MA131:3 .IN I257 1o5;1 2o0 ZM 1EQ1 327 m6 IQL7 201 97AMR: 0:2C5 0 . 0. u 3 To 6".M'-- t L.lI O N s OB 2W.0 175.1 140,1 416.7 2001 '87.6 1 79.1 A VIA saos.Ts n.B 70.0 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= WS W2 2 TAIKE NOTES: 1. SEESHE RIN5TIiU N5lONUSINGTABLES.SEESHEET54AND.SFORTYPICALINSTALIATION`METHODS&CLIPDETAIL5. x, LINE ERPOLATION B LISTED WIOTHSAND SPANS 15 ALLOWED,. QUALIFIED ANCHOR CLIPS 3. 5 !$SHE. FORSPECIFICM IN DIMENSIONS, 4: E SHEET 3 FOR SPECIFIC CLIP DIME NSr ANCHOR REQUIREMENTS;. 4600,#14 WOOD SCREWS •:CMU;1J4"IT W TAPC00l5 a 0 ❑ n *.CAiJCR6TEa 3/4"kYW TAPCONS METAL,,1/4'SELF•DRIWNG SCREWS(GRADE 5) n, INSTALLATION SUBSTRATES: WOOD,ANCHORS SHALL'HAVE A MIN:EMBEDMENT OF 1 EDGE DISTANCE OF 1.WOOD SHALL BE MIN,S.G.zO.SS HOLLOW CMUANCHORSSHALL HAVE A MIN.EMBEDMENT0P. A"•&EDGE D[STANCE OFIFI/2'.14 LLOWVCMUSHALT BE MEDIUM E GHT CONFORMING TO ASTM C 90, +CONCRETE.ANCHORSSHALLHAHEAk 4,IN:EMSEDMENT'OF1.314'8:EU, ISTANCE002-1/2",CONCRETE SMALL BEMIW400pF51. •METALANCHORS SHALL HAVEAMINtI$)THREADS PENETHAMNBEYOND L5MUCTQAE.STEELSNALL6fiMIN,2$.dA.(mm- THICKI 33 KSI YIELD.ALUMINUM SHALL BE MIN-1/8"TFIICI ALUMINUM 6063-7 0 0 0 2" X 4" X 8" L-CUR 'REVISIONS a nlew uuaa,re uaaEcr�u f,. d� c �aaero„or INUM6063•TG rig. iTwimaziz F uerEvar ST BE USED IN,PAIRS J r :. . _' r +cas n3 nn .. ,M.w H�NZGUPPEDALLIMIN BE:MULLIO,NS, VERTICALANDHORl2ONTAt IGURATIONS. n., NOTE:SEESHEET3 FOR SPECIFIC CLIP " 11 T 11u�u " ,t6*1 MULLION "AND.SAND DIMENSIONS: =`L: rr ,..' _. a?y P lo. .3 ,L N.7.S. F �i I 'ar1ic�r SiyiK 0/+8a�F1��S�G Si0 � �N>tHp,4AtT�. •95Th reoc aaa of wn.°�azxmi oa as:a trs wm sdurn>n.. "a'' 9 OF u aev:. k ' r L`.o=��isbrGsr .Irrrs sis / j�� I zai I inn sit NO 2. IF THE r r• . ��Ii� �,/o�r�.�� i..r.►�►rirrr�riiiioiiirrriior ,� �li,� •rr rirsir v��i?+Rir�i%rw3r`.ir•:sari l��s`s .•. • • . 0 ETW0 CONFIGURATION VALUES. FENESTRATION3. ^. ANCHORED ROVEM Am � 6 r r•1. Opening I Size - -- — --- - - - „ (Wx'H) 1. 20-1103.08 36 x 62 (DOUBLE HUNG) 2. 20-1103.08 36 x 62 (DOUBLE HUNG) 3. 20-1103.08 52 x 49 (DOUBLE HUNG) 4 20-1103.08 26 x 37 / 4 3' E. (DOUBLE HUNG) 7 5. 20-1103:08 26 x 49 (DOUBLE HUNG) 6. 20-1103.08 .26.x 49 (DOUBLE HUNG) 7. 20-1103.04 110 x 49 6 (SLIDE-PIC-SLIDE) 8. 20-1103.08 52 x 37 BED 3 (DOUBLE HUNG) 9. 20-1103.08 36 x 62 (DOUBLE HUNG) a 5 v M M LL LL tl C Y 4 m w 1-4jm A p O m N 4 BATH 1 o m o � �G1 it 6l. KITCHEN 8 63' O Y U �_ 000 3 BED 2 W U � y., Q co Z 0 L.L 9 DINING w Z u1 NMKM U g, a w W BED 1 Q a 2 1 rn 0 uL0 w 0 COPYRIGM ETEMPEGT.COM SCALE: NOT TO SCALE NVDATE: Oct 23, 2021 PAGE DESCRIPTION: Site Plan OF — 1 MRH 12` PAGE: � STMR.. 500 SW 12th Ave IGHT Deerfield Beach,FL 33442 Ph. 561-922-6747 WIN ows Fax.561-292-3562 Property Information Building Information Owner: GEORGE&ANGELINE YENCHKO Wind Zone: 170 MPH. Address: 5942 ALEXANDRIA CIR I Exposure Category: C FORT PIERCE,FL 34982 Minimum Building Dimension: 43 ft. Mean Roof Height: 12 ft. Risk Category: II j ----- ------- --- --------------- I Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative j Nu mber Zone Width(in) Height(in} Elevation(ft) ( Pressure(psf) Pressure f ps fl j ---... - - End -._...._..__.............._........._36....._..- - -----._. 62 7 36.7 -48.5 2 End 36 62 7 36.7 -48.5 _........................................._.-..._..__...._................_.....-- ._..__.._................_ ..._ _.._............................................................__....-- -----...._................................_- 3 Int 52 49 7 36.4 -39.6 I._...........................-----—..._..._......................_............................................_......_....._...._...._......- .._.._._.._...._.............................................................................._.._._......_...- ---............---.._........... .----.................. - - --.....__......- - -..__.... j 4 Int 26 37 7 37.8 -41.0 _.._........................................._...-_........................_...._.....__ ._.........--------..................................._.. .._......_........................__......-.-............................._............._..................................................................-----------.._....-................._........................................_.._..---- 5 Int 26 49 7 37.8 -41.0 ...................... .............-......... .._ ....................._...._.......-......................_...........--..----._.................................................__...._..............................................._.__.........._ ___.__._._........._.........................................................................__ _ __ ___._.............................................................._....._.1 6 End 26 49 7 37.8 -50.6 .... ......... _.7_...__._..........---..... —...En._....d .... __._..............._..._...._._... -._.........._......................._....----- .._..._....._.........._.........._............ -.............................7................................................................................—..-..-34.6 ...._. -..-......................_......__................ -..... 4....4..........1._._._...—._.; 7 110 49 8 Int 52 37 7 37.1 -40.3 9 Int 36 62 7 36.7 -39.9 FILE COPY Prepared in accordance with:ASCE 7-16,Chapter 30. Wind Loads-Components and Cladding. 71h Edition(2020)Florida Building Code. Page 1 of 1 WINDOW11 • i ® OpPNINGANFORMATION 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 ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (+)PSF (-)PSF TESTED DIMENSIONS MULLION REQ Y/N SIZE REQ Y/N/NA 1 End Window 7/8"I.ami 20-1103.08 55 55 36.7 -48.5 53 a 77 36x62 YES No 2 End Window 7/8"Lami 20-1103.08 55 55 36.7 1 -48.5 53 x 77 36x62 YES No 3 Int Window 7/8"Lan'i 20-1103.08 55 55 36.4 -39.6 53 a 77 52x49 No No 4 Int Window 7/8"L.ami 20-1103.08 55 55 37.8 -41.0 53 x 77 26x37 No No 5 Int Window 7/8"I..ami 20-1103.08 55 55 37.8 -41.0 53 a 77 26x49 No No 6 End Window 7/8"L,ami 20-1103.08 55 55 37.8 1 -50.6 53 x 77 26x49 No No 7 End Window 7/8"lanli 20-11.03.04 55 55 34.6 -44.1 Ili x 63 110x49 No No 8 Int Window 7/8"Iami 20-1103.08 55 55 37.1 -40.3 53 X 77 5207 No No 9 Int Window 7/8"Lami 20-1103.08 55 55 36.7 -39.9 53 x 77 36x62 No No ru ® I M 2l (0 El,frp a y ' r�a. t e MIAMI•WE ..�_. r :��` 1 r e a �, fMIAII_ S T n !� Q OU1UM-yy PRODUCTC1ONTROL SECTION IBOC 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONON IC RESOURCES( ER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION �C/(/�I T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wiviv.miamidade.eov/building Regency Plus,Inc. 2000 Locust Gap Highway Mount Carmel PA 17851 FILE ,C®®Y SCOPE: A� 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 includiniz the Hiah Velocitv Hurricane Zone. DESCRIPTION: Series"5305 Tilt"White PVC Double Hung Window-L.171 .- APPROVAL DOCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets I through 10 of 10, dated 01/12/09, with revision L dated 10/20/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.Amoruso, P.E., bearing the Miami-Dade County Product Control Revision 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, j 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 revises NOA No.20-0512.01 and consists of this page 1,evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. NOA No.20-1103.08 Expiration Date: May 06,2025 MIAMIOAOECOUN y Approval Date: January 21,2021 01/21/2021 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. 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) 2. 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 5405 horizontal sliding vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-22724-1, dated 04/27/20, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA No. 20-0512.01) C. CALCULATIONS 1. Anchor verification cal culations and structural analysis, complying with FBC 51h 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). Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.08 Expiration Date: May 06,2025 Approval Date: January 21,2021 E— 1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. NOA No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on 02/28/23. 3. ENERGI Fenestration Solutions Data Sheet for compound product No. 3242/8007, Rigid PVC Building Products Profile Extrusion compound designed for Windows and Doors dated May 19, 2016. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 611 Edition (2017), dated January 8, 2018, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E.(Submitted under NOA No. 18-0122.14) G. OTHERS 1. None. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0064, titled"Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 through 10 of 10, dated 01/12/09, with revision L dated 10/20/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. 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. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 711 Edition (2020), and of no .financial interest, dated 10/20/2020, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0918.04, issued to Regency Plus, Inc. for their Series "5205" Outswing White PVC Casement Window—L.M.I., expiring on 05/06/20. Z� Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.08 Expiration Date: May 06,2025 Approval Date: January 21,2021 E-2 --- ----- -- --- REGENCY PLUS, INC. m SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW a LARGE MISSILE IMPACT 0 O- ° ~Q a ul Oro z<c w iF n G INSTALLATION ANCHORAGE DETAILS "7 W R " NOTES: a a a a n a d a. n¢ a-W W u 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE HVHZ). Y 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEfMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER CONCRETEWASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1 X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR g $ J N LL MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. N a 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL•110-11422-2.DATED 10102108.WITH REVISION DATED 01/08/09 AND ADDENDUM LETTER DATED 03/12/09 BY NATIONAL CERTIFIED OO S 3 cc TESTING LABORATORIES,YORK.PA,SIGNED AND SEALED BY HAROLD E.RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI D,SC1E PROPOSAL NO.19-0312. Z n S. MATERIAL: Q ;S 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. U= 5.2. REINFORCEMENT. 5.21. GALVANIZED STEEL TUBE(0 730"X 0.434"X 0.06"THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)-SASN PERIMETER v7=�W 5 2.2 LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. n.00.. m In .z 6. GLAZING. } W Lu O� 6.1. GLAZING DETAIL AS TESTED' Z U)I, Z v �� 61.1 OVERALL:718-NOMINAL INSULATING LAMINATED GLASS. Cz7 Z)U Z_ 6.1.2. GLASS THICKNESS:(1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. w J F ) m a 6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. K p� i- 6.1.4. SPACER TYPE151ZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS.D). o e LL 8 r� N ~ cL 6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND S1KA FLEX"552"BACKBEDDING WITH ASNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. � Mr 6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE, # w a 6.3. AS TESTED GLAZING MEETS ASTM E1300-09L FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. W - o Gsay 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. W to 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF V16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114". y +o m 9. FOR ANCHORING INTO CONCRETE441ASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND V MINIMUM EMBEDMENT Robert J.Amo!L..RE INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE-1-1"TOLERANCE. Florida P.E.N..40752 NG INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE 10.10 1 FOR FLAT WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE ���(AMIS AyaM,, WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS TABLE OF CONTENTS "R; y�G Ef�g0''VAS, SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. ?� Wo 49 52 'ip 10.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO SUBSTRATE SHEET DESCRIPTION WITH i"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS �{ SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. 1 NOTES , 'STATEI 0 11 FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS(SMS)WITH SUFFICIENT Z ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) i;0 Afi q R LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND 3 EL.EVATION AND ANCFIOR LAYOUT(SMSfTAPPING/SELF-DRILLING SCREWS) ,,i�S�� � %X Nv MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. 4 VERTICAL SECTIONS-COMPONENT ID&GLAZING DETAIL 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 6 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE 8 INSTALLATION NOTES 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE PRODUCT REVISED 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI B moly1m,with tho Florida 9adlad Bodo 13.3. MASONRY-STRENGTH CONFORMANCE'10 ASTM C-90.MEDIUM WEIGHT WITH DENSITY 1117 PCF ANCHORAGE Nop-Na. 20-�103.08 13.4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM 9 COMPONENTS E.A-M..a odor-1 0 3.025 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. �; 10 BILL OF MATERIALS&COMPONENTS 6y Miami-Old,— roms oaV trot 4 Q Q K K K SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW to w- 53"MAX.FRAME INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING WIDTH - SCREWS) OR CONCRETE/MASONRY SUBSTRATE . 49116"TOP SASH (CONCRETE SCREWS) ^m =0 I m o WIDTH 0l N <` ` o 45 a'TOP a a a w It SASH w ` D.L.O.WIDTH 3"FROM CORNERS @ HEAD&SILL TYP. Y C B 6"FROM JAMB ¢ 46 CORNERS TYP. _......_._ _-A_......_ �-........-._._.........- _._....._............_.._- _ —..........-.......-- --_.. _ U o II g ,- 2"O.C.O C TYP FOR 4 O.C.TYP FOR K 3276TOP II. I „ zZ N III 3 SASOP D X SASH g �( q g CONCRETE SCREWS. 77"MAX. 5 I' S O.L.O. C y I V=m>j HEIGHT HEIGHT 8 8r z ,�_ u FRAME I I /: II ' _ ;m ~ HEIGHT / __ 1 D.C. WO 5 a n4 m3 { L_ L y--- - I M tin L o=, --- - —mil I C a z :::.... --It O o Rail �........",. °��� SCREWS �SC J I / B I 33="BOTTOM 2"O.C. II // III I 13 O.C.MAX.TYP. Z?w-ou P 8. e E i 4 e TYP.EACH SIDE , CONCRETE SCREWS w p v�00 � J,„E BOTTOM 5 )( 5 SASH OF MEETIN 50 G RAIL ® Ili X I! D.L.O. SASH HEIGHT //i oN �z �mfi HEIGHT INSTALLATION NOTES:5 } ___ __—__"=="— 1. HEAD AND SILL U)W ��Se - ANCHORAGE THE SAME I A 2. JAMB ANCHORAGE SAME. ww „ I a 15 gib'O.C.TYP. ;I 6 3. +/-1"TOLERANCE ON @ HEAD&SILL a DETAIL 1 ANCHOR LOCATION. I 46 1E'BOTTOM (SEE SHEET 5) 3.1. TAPCON MINIMUM Roberti.Amoroso,P.E. SASH SERIES 5305 TILT VINYL DOUBLE HUNG SPACING IS 4"OC. F.*naa P.E 14e.40752 WOOD AND TAPP 6010 BOTTOMEXTERI WINDOW OR VIEW-ANCHORAGE3.2. CREW MINIMUM ING I-- SASH WOOD AND CONCRETE/MASONRY SUBSTRATES SPACING IS 2"OC. i WIDTH SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: o�; HUNG WINDOW WINDOW 1. ONE(1)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2"WIDE 'F,"'Og1...1* EXTERIOR VIEW BY 1/2"HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER 00 VERTICAL LEG. DESIGN PRESSURE RATING(PSF) IMPACT RATING 2. ONE(1)WEEP HOLE MEASURING 1"X 1/4"WAS LOCATED AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR +55.0/-55.0 LARGE MISSILE HORIZONTAL SILL FACE. PRODUCT REVISED IMPACT 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP eutiemecoe""'"`neFmNee COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL NOA-No. 20-1103.06 Expiration Date 0510612025 FACE. Miami-Dade product Gontrol S S S K K K SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW„WINDOW o a 3 _ 53"MAX.FRAME INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR WIDTH SELF-DRILLING SCREW) pN U W 49 q"'TOP SASH o o a o^ F WIDTH o w ~ 's w rc 3„ a t- I',g a w 45 TOP g "s Z, SASH D.L.O.WIDTH 3"FROM CORNERS Y @ HEAD&SILL TYP. C I B 6"FROM JAMB 4 I 7 9 v ORNERSTYP. co o j v .. ........ — = =a 2"O.C.TYP.FOR SMS oz 15,TOP �, SCREWS. 32 iF p ; } �n 36 SASH D X SASH 8 E tt � . 77"MAX. HEIGHT 5 5 D.L.O. X 1= 6 ?_�m io , m FRAME HEIGHT II //� ) _¢�� 'm .z HEIGHT / "I I a- n. Meelin Rail - _1�==_.__ .._. -_._._..._ � � D.C. OR SMS a w o� � tl i 9 "O. .MAX.TYP.F }� Qo 0 SCREWS z i III B III 1 33 in BOTTOM 2"O.C. II '.� w c.�v za ��>�e 36 8' E 4 e TYP.EACH SIDE p 0 o 8 M „ w >o SASH OF MEETING RAIL o g�z ' BOTTOM 5 5 D.L.O. II J< 'ems SASH X i ► X —- N l-z ? HEIGHT „ jl tlo I@). HEIGHT j, II 6I :� INSTALLATION NOTES: 01 m Ea P �s eo"-t _----- —��t i—� u= _--- J� 1. HEAD AND SILL > r 2 . —_ ..._...-------- _..._.._..._.................._........................_............., -----....__..—..........--._..`---' cow -- ......................._........................................................,..., _._..._.._._........_. ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. 4 I q1 15;;"O.C.TYP. 7 3. +/-1"TOLERANCE ONni m 4 @HEAD&SILL DETAIL 1 ANCHOR LOCATION. 46 BOTTOMRobert le (SEE SHEET 5) 3.1. SMS,TAPPING OR Florida JP.E No.40752 SASH SERIES 5305 TILT VINYL DOUBLE HUNG SELF-DRILLING D.L.O.WIDTH WINDOW WINDOW SCREWS MINIMUM a""t°"1l'i, EXTERIOR VIEW-ANCHORAGE SPACING IS 2"OC. t,r•4�GENg�.•AG�� 50 BOTTOM�' STEEL SUBSTRATES 'a `Np 48 52 -- SASH *a ;► WIDTH �STATEt$�d f . SERIES 5305 TILT VINYL DOUBLE WEEP HOLES: HUNG WINDOW WINDOW 1. ONE(1)TRIANGULAR-SHAPED WEEP HOLE MEASURING APPROXIMATELY 1/2"WIDE EXTERIOR VIEW BY 1/2"HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER VERTICAL LEG. DESIGN PRESSURE RATING(PSF) IMPACT RATING 2. ONE(1)WEEP HOLE MEASURING 1"X 1/4"WAS LOCATED AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR LARGE MISSILE HORIZONTAL SILL FACE. PRODUCT REVISED +55.0/-55.0 IMPACT pl in wtntboPlowa 3. ONE(1)WEEP HOLE MEASURING 1-1/2"X 1/4"AND EMPLOYING A PLASTIC WEEP NOA-N9�o� NOA-No. 20.1103.08 COVER WAS LOCATED AT 2-7/8"FROM EACH END OF THE EXTERIOR VERTICAL SILL Explmuon Dato05/O6/2025 FACE. Mlaml-Dada Ptoduct Control m 0 a� 1 EXTERIOR INTERIOR 6 19 W o o p o A 1 _ 9 2A a o Ei w 3 0 8 w 2 2A 1 7 Y 4 10 0 0 1 16 EXTERIOR 2 11 INTERIOR �Q to .N o 2 SEE GLAZING 1 0 2 D O Z DETAIL 1, 1 1 SHEET 4 14 2 z o o 1 6 SEE GLAZING ¢ (9 DETAIL 7 1, ��0.0 C VERTICAL SECTION 8 SHEET 4 16 z m n=n m N HEAD-COMPONENT ID y n=n,.a LU i W m m 31 a�a=mZ )O VERTICAL SECTION Z oo UB MEETING RAILS-COMPONENT ID w ¢}o SEE GLAZING 16 t90VZ �n8- 14 17 DETAIL i, �Jo 2 rZ 3O SHEET 4 0 6 N F"F �N z 2 W -f1/2"GLASS BITE 31 7 2, 13 /12 4 INTERIOR 7/8"O.A. LAMINATED GLASS CONSISTING OF: UJ; �mm� _ EXTERIOR LAMINATED GLASS - (2) NOMINAL 1/8" �1____ ANNEALED GLASS W/0090" KURARAY AMERICA J . Robert J.Amolusa,P.E. Florida P.E.No.49752 33 5 I INC. TROSIFOL INTERLAYER, 7/16"AIRSPACE W/ �`0,11I,,.,,,,A `� �pMES l STAINLESS STEEL SPACER(TYPE SS-D), �a ¢� c nisq�1�j. 0 1 — INTERIOR 1/8"TEMPERED GLASS ; ryO 40 52 ':7T; EXTERIOR INTERIOR ;*=ti 1* A VERTICAL SECTION 10 ^+'.�STATE'8Z° EXTERIOR 'oti, SILI.-COMPONENT ID GFs�t R IoaQ`a`�� �'igSiUNA�EN�P 2 18 GLAZING DETAIL 1 PRODUCT REVISED 0,,, pt Ian with Me Florida dm9 NOA-No. 20.1103.08 Expiration Raw 05/061202S alamFnaea Proa"aTCoatrol < ro 0 LL LU z (L L- aw W 7 16 INTERIOR 12A nz -�oLL 0 ., 0 w O� SEE GLAZING 1 0< Z W DETAIL 1, o SHEET 4 .... 0.5 zo Q t D�- � EXTERIOR 1 I 1 ufz << a -C.a -0 02< ZwL 12 12 2 14 u U �0 ui o 3>- ao zz ��"g. JAMBS-COMPONEN rlD Lu > w 'a 1 12 U) t5 31 2 7 16 iu z (L'O '2o�'w COE INTERIOR L Robert j.Amomso,P.E. FoMa RE No.40752 SEE GLAZING DETAIL 1, no MES 4, SHEET 4 12A 12A !Wn -A 4 DETAIL I STATE EXTERIOR ... MASTER FRAME CONSTRUCTION OR�O 12 HORIZONTAL SECTION (SASH FRAME SIMILAR) ... LOWER SASH JAMBS-COMPONENI'll) PRODUCT REVISED k pl in h�h.Fl-ld. omiamB fat NOA-No. 20-1103.08 ::PI-Ii..qato 05/0612025 � Q Q K K K PROPERLY SECURED 1X #12 OR #14 WOOD SCREW 5s PROPERLY SECURED 1X to 1/4" ITW TAPCON �' W WOOD BUCK BY OTHERS 54 INSTALLATION AN WOOD BUCK BY OTHERS INSTALLATION ANCHOR o (SEE NOTE 3, SHT. 1) / (SEE NOTE 2, SHT. 1) WOOD BUCK PROTECTION BY 1 1/2 MIN. #14 WS: 1" MIN. EDGE DIST. EDGE DIST. 12 WS: 7'8" MIN. EDGE DIST. -"' 2X WOOD N =m a'1 = / I BY OTHERS ^LL LL m OTHERS (SEE NOTE 3, SHEET 1) \ SEE NOTE 2, SHT. 1 v q°r LL o T SHEATHING I ( ) u 00 o -W 0^ c CONCRETE BY OTHERS �• /2' MIN. BY OTHERS o W W E (SEE NOTE 2, SHT. 1) " .n EMBEDMENTca v o EXTERIOR FINISH- `Z, �� #14 WS: 1 1/2" MIN. EMBEDMENT a� oo aw d — 1/4" MAX. BY OTHERS ;v j 12 WS: 1 3/8" MIN. EMBEDMENT �� CC. � �_„ � W LSI'lIM SPACE EXTERIOR FINISH - SHIM SPACE - BY OTHERS nn T PERIMETER CAULK �� � U� /� U BY OTHERS o PERIMETER CAULK— BY OTHERS y LL z to I(ff r)S nJ Z W EXTERIOR m>. S apw=OZ n B VERTICAL SECTION i Cl$ CONCRLTB SUBSTR.ATF. w j¢>s V WINDOW C9 O WNDOW INTERIOR i2 VERTICAL SECTION INTERIOR 0 LW A e8. HEIGHT EXTERIOR . u WOOD SUBSTRATE HEIGHT 0 s J w e F r-U �0 N R 00 a<-2 I __ _..__._.__...........__............._..._.__..... - Z . t ANCHOR-TO-SUBSTRATE Ir o Y D�a EDGE DISTANCES ARE DL=1 LLI n co TYPICAL AND 4 (� MEASURED TO BOTH `I SIDES OF SUBSTRATE `l Roberti.Amoroso,F.E. �( Flonda RE No.49752 ME3`,r�r,���� Q Q (flrI ���jENgi^ PERIMETER CAULK D� o l.lU .�0j�. e 4 BY OTHERS �. t/ ' MAk. I SPACE.---, p�a9� � _�5t+:IM Sf Ai,E _ ..... _ESHLA r ACh.._ _._._ �!- PERIMETER CAULK - - ' EXTERIOR FINISH -it•: —� BY OTHERS #14 WS: 1 1/2" MIN. EMBEDMENTp't;�grppEt$�y;W ^ _ 12 WS: 1 3 8" MIN. EMBEDMENT BY OTHERS - •-.,r,• � �= - '.:`.�--."' # / CONCRETE BY OTHERS— %' —e- _ 1 1/<" MIN. (SEE NOTE 2, SHT. 1) ..' EMBEDMENT ~l hif�ONA�pN EXTERIOR FINISH BY OTHERS PROPERLY SECURED 1X­" �- WOOD BUCK BY OTHERS ! SHEATHING 2X WOOD (SEE NOTE 3, SHT. I) / BY OTHERS BY OTHERS 1 1/2" MIN. WOOD BUCK PROTECTION-/ i ST LA ON AN 54 \ (SEE NOTE 2, SHT. 1) BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR EDGE DISi'. µl4 WS: t" MIN. EDGE DISC. ; #12 WS: 7/8" MIN. EDGE DI..T. � � PROPERLY SECURED 1X SHEET 1) WOOD BUCK BY OTHERS PRODD CT REVISED #12 OR #14 WOOD SCREW s complying with the Florida VERTICAL SECTION INSTALLATION ANCHOR 53 (SEE NOTE 2, SHT. 1) NOANcaa20-1l03.06 CON CRE.IE SUBSTRATE VERTICAL SECTION E.pl.li.Oat.0510612025 A WOOD SUBS'RATE 6y— � Mmml=Oado proaa�t coai79i a a a #14 SHEET METAL o SCREW/SELF-DRILLING SCREW 55 3/4" MIN. INSTALLATION ANCHOR o v m 0 EDGE DIST. METAL SUBSTRATE N � (TYP.) BY OTHERS =m w = EXTERIOR FINISH (SEE NOTE 2, SHT. 1) o N =a o BY OTHERScc 3 THREADS MIN. °• o o o o EMBEDMENT BEYOND w s w INTERIOR WALL 1/4" MAX. rSHIM SPACE a PERIMETER CAULK--'_ BY OTHERS Q p� o a LL 3 INSTALLATION NOTES: z L¢N O 2z zoo n (� 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: O 9 'LJr 1.1. WOOD FRAMING: ANCHOR-TO-SUBSTRATE } EDGE DISTANCES ARE 1.2. STEEL STUD FRAMING, { 1.3. ALUMINUM FRAMING,AND TYPICAL AND • MEASURED TO BOTH 1.4. CONCRETE ANDiOR MASONRY. z S m vi EXT nC� SIDES OF SUBSTRATE Vj i w V J - ------- - 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENI NO TO BE M a-n.-�I1J z w z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND ro CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. a C w O }F O /K VERTICAL SECTION WINDOW 3. 1X BUCK OVER CONCRE'TElhtASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w U Q Y O ' 4 METAL SUBSTRATE HEIGHT PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED.1X w C)F>Q S M BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS o-5 r to .El THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE ¢ 2 LL EXTERIOR INTERIOR SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE c� ,~ u RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. N ®@E§ 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/161, w J�' �lofw DC� OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1;4". tr¢ 0 wF Um �1ASONRY USE 114"FLAT HEAD T.APCONS(CS)WITH SUFFICIENT LENGTH 1n w 5. FOR ANCHORING INTO CONCRETEI( n TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1" 'a ILJl ^ MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN I`JI ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Robert�.Amcru�o,F.E. 1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE, Flomda P.E No.46752 SHIM SPACE �qu4ir Qo 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: pa+`�1p{AE$,irii�i� PERIMETER CAULK �0 6.1. #12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM .�t1Rr''GEpi-�,'/ -"�4 BY OTHERS�•� EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR3b➢t��4 � SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. -,�'_ i------ --- ANCHOR LOCATIONS HAVE+(-1"TOLERANCE. � } 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1!4"MINIMUM T'fv: EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR ypp� STATE$. f � SPACING OF 2"ON CENTER. NTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, ANCHOR LOCATIONS EXTERIOR FINISH 3/4" MIN. 3 THREADS MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS BY OTHERS EDGE DIST. EMBEDMENT BEYOND- (Sh1S)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL TrP.) WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ( II•TERIOP. WALL #14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-t" SCREW/SELF-DRILLING SCREW METAL SUBSTRATE TOLERANCE. INSTALLATION ANCHOR 55 BY OTHERS (SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. PRODUCT REVISED VERTICAL SECTION 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH Bldin pigs-with the Florida uig C A METAL SUBS7RA•T8 ASTM oda E2112. Noa�o. 20d 103.06 E, I.U..octo05M612025 MI mI Yado Product Con4o1- a a 2X WOOD 1/4' MAX. N m 1 SHIM SPACE� N N ro FRAME BY OTHERS `. I 1/4" MAX. SHIM SPACE-1 o v` (SEE NOTE 2, SHT. 1) 1 1/2"D MIN. EMBEDMENT - CONCRETE INTERIOR SHIM AS REQUIRE o 1" MIN. EMBEDMENT - MASONRY d � N Q #14 WS: 1 1/2" MIN. EMBEDMENT m ILL e m #12 WS` 1 3/8" FAIN. EMBEDMENT_ 54 1/4" ITW TAPCON INSTALLATION ANCHOR w 00 ;>6 aF F \ / K w z wo i5 a aQ d2 a� #12 OR #14 WOOD SCREW 53 1 1/2"" MIN. EDGE DISTANCE -- CONC. a o s a w INSTALLATION ANCHOR \\ Ll 2" MIN. EDGE DISTANCE - MASONRY w �Y /\ `I `1 9--CONCRETE OR MASONRY #14 WS: 1" MIN. EDGE DIST. ��� n .. I 4 BY OTHERS J w #12 WS: 7/8" PAIN. EDGE DIST. / \ , q �L� o� p -�V 'V (SEE NOTE 2, SHT. 1) 1 ( PROPERLY SECURED 1X ci a 0 __. PROPERLY SECURED 1X— 00 K BUC BY OTHERS WOOD BUCK BY OTHERS it 'tj;aw ':;.i` D—J� �� e �O '=`'= p\y (SEE NOTE3, SHT. .1) ow a, \� (SEE NOTE 2, SHT. 1) a ❑ d —WOOD BUCK PROTECTION BY > SHEATHING , EXTERIOR / OTHERS (SEE NOTE 3, SHEET 1) r� BY OTHERS J Z x m"" / \`—EXTERIOR FINISH vi=¢wa L m EXTERIOR FINISH 1—PERIMETER CAULK PERIMETER CAULK...... BY OTHERS a-a m� BY OTHERS BY OTHERS BY OTHERS a(D��� 1 U aim pw7 c rc I- Lj VERTICAL,SECTION W 6 zZ ,N E� \voDO SuftSTRA rF 'ANCHOR—TO—SUBSTRATE VERTICAL SECTION (go �0 a.m EDGE DISTANCES ARE D CONCRETE/MASONRY o g r es e TYPICAL AND SUBSTRATE MEASURED 'TO BOTH R�� SIDES OF SUBSTRATE ®6 e 11'4" MAX. SHIM SPACE- mi o 6P INTERIOR SHIM AS REOUIRED� W z U vom #14 SHEET METAL W to 0 'F T � 55 SCREW/SELF-DRILLING SCREW _ sO �a„ INSTALLATION ANCHOR - Robert 4.Aw.w,P.E. Flcnda P.E.No.49752 f7t 3/4" MIN. EDGE DIST. (TYP.) UPPER SASH JAMBS IAES -�iy SHOWN.SIMILAR a`C� " ~'�+o } INS'I'ALLA'I'IUN FOR „�° o ae 5So 3 THREADS MIN. LOWER SASH JAMBS. EMBEDMENT BEYOND INTERIOR WALL ; �7�i STATE i$ f kc„ /.—METAL SUBSTRATE BY OTHERS St...... (SEE NOTE 2. SHT. 1) �yfS`�yA IJ \` EXTERIOR FINISH PERIMETER CAULK) BY OTHERS BY OTHERS PRODUCT REVISED Plying with the Fl-ide Building o NOa No. 20-•Il03.00 Ej VERTICAL SECTION E.plmtlon Pato051OW2025 METAL Sli OSTRATE ey _..' mmml-uaao wrodn�c tioneroi 4 Q Q N N 05 O N t) ¢W 03 U 'a W w 001 n n MAIN FRAME o w z` w o SASH FRAME 3 SASII COVER 4 SASH STOP FRAhii � SLOPED SITA,COVER w ¢z a WHITE RIGID PVC COVER `J m° "' o WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC a t a°w TYP.WALL TICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL THICKNESS 0.075" W -4.170" TYP.WALL THICKNESS 0.070" J Y T � 1 0.298" r 3.450"2. 1.656" 1.0001, 0."5" 2.155 _ m o n A n II _I I 1 g a o }� m 3.250" .� --1.530" 1.350" 1.635"-�-� Oo GLAZING LIF7'RAIL HANDLE GLAZING BEAD STOP POCKET HEAD COVER 1 p REINFORCEMENT' z WHITE RIGID PVC 7 8 IN'I'EI2LOCK COVER STEEL ?g 0D_� m © WHITE RIGID PVC WHITE RIGID PVC 9O WHITE RIGID PVC = w� m TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055" TYP.WALL U m a buz 4 z TYP.WALL THICKNESS 0.075" TYP.WALL THICKNESS 0.06" a a m u, �0.306" i + THICKNESS 0.070" >' oil 0.553" 0.891" 0.914" 11..8�5.117 `f, I �0.434" w U`t>O 4- llllffff�___--- _I"'444I 21II +IT'j -►I Imo.--0.280"(TYP) W U>U $m 1.722" 0.85" 1.077 _..._..._.-- fL o g 1.121" 0 0 CAM SWEEP I,OCK FACE'MOUNTED KEEPER Cg CONS"TANT'FORCE (0 STEEL 19 STEEL BALANCE a TYP.WALL TICKNESS NA TYP.WALL TICKNESS 0.070" Y Roberti.Amcruso,P.E. 1.750" +0.000 Flonda P.E No.40752 1 �r- -.--2.836'-�{ -! .150" 0.665" -0.100 ES�rye". O. 0 1 1.326 1.220 DIA.MAX. o87" ��yNO EE9x t3 2.�oA'1�V 0.070" 0 1.88s" 01 2062" 0.467" 0.1007 +000 .y1 0.406"] 0.736" hrSfOAIA till a��� 0.525" PRODUCT REVISED om lylnq with lho Florida EUIlding Codo NOn-No. 20.1103.08 Erreimtlon oam 0 510 612 0 2 5 ey �� Mlam ada Product control s a a Series 5305 Double Hung/Bill of Material W Ix M Item No. Description I Part Numbers ISupplier I MAI.N.1 N m Frame Components o 1 Master Frame IV Whim 7780 Ener 1/Royal -_White PVC(2) o o d -_ _--_ g .- 2 Sash Frerm.•Opeatin Sash) IV Whim 128217750 Ener ilRo al White PVC 12) o 7 Sash Cover Head Keeper5eeh) IV White107817726 Ener ifRo al White PVC 2 HURRICANE „ U 4 Sash StepFrame Cover IV White 1070/7736 Enar 11 Royal White PVC 2) ti m =w U g y ( 0 TILT LATCH 5 Sloped Sill Cover W Whim 1181/7738 Energi/Royal Whim PVC(2) U O N za o O m 9 6 Wooing LifrailHandlc(OperatngSaahes) IV Whim1 DOB 17747 Encrgi/Royal White PVC STEEL ZINC COATED W '-N O W v 5a aj 7 GlazingBead Stop( ral'n Sashes IV Whit.1067/7745 Enar i f Ro al While PVC 2 K Q Z n Q N w S InlerlockCover O cretin Sashes IV Whim11B017727 Ener IfRo al WhlICPVC 2 i5 ---....- -!------..._-S_P B-J_....__.......-----'------ -----@--Y- ---.-.11---- D a `�"z a w 9 Pockel Covor Head IV Whim 1073/7724 Enor it Royal White PVC 2 R.info...art �-0.697' W u a 10 Operating Sash Perimeter Ill..-R.Inlorcement ST-226-144.0.052 Hygrade Metals .O6"Galy.(1) 0.176' 11 ta6x518"TeklSashReinloreemmeFestener 117595 GLFCor oration 0.323" J Y W..t m,strippirig 0.346" .210 x.300 Fin Seal Pocket Cover 11073177241 Fame Head W23303NW000O Ultra-Fab 0.205'- .210 z.300 Fin Seal Pocket Cover 1118117738 1 Frame Sill W23303NWODOO Ulla-Fab 12A .210 x.300 Fin Seal Sash Frame f12821775DIKee er Sash W23303NWOBOO Uhr-Fab - or m o .210 x.300 Fin Seal Sash Frame 112B2177501 Lock Sash W23303NWODOO Ultra-Fab o .210 x.300 FIn Seal Sash Fam.11282 f 77501 Lock Sash W23303NW0000 __Ultra•Fab 0.377" ❑ 0.709" J a m u' -_ ' f a o 128 .187 x.300 Fin Seal Interlock Covor/1180177271Hee er Sash W23301NW0000 Ultra-Fab 0.1 GG" Z ,- .187z.300 Fin Seal Interlock Cover 1118017727!Lock Sash VV23301NWODOO Ultra-Fab er 12C .270 x.220 Flo,Seal Sash Framn Isingle Leg Screen Frame W112257W0000 Ulta-Fab 0.377° F"' o 13 .200x.340H-Bulb Seal Sash Frame 128217750/Lacksash E20718WN2020 Ultm-Fab 1.906" 2.269' Z Glazing Z 5.622" 14 W.1 Gleze alin Saeh 552 Sicagex Black Slka US 7i Z O 18 Opera Lock Saah E3662.1mm10.9.O PVB inteda erlG Munkana Laminate Yn act CnNinal 0.669" ❑ ? =g m vi 16 O cretin Ncc cr Sash E7662.7mm ID.9.0 PVB Intcria cr lG Hurricane Laminate 6n ct Carclinal r<i= WO >DI H 77 Glass Setting Blocks Sash 2NB-0K-0.125-032-0G4 Frank Lowe I x O 0.803" 1.067" 0 n a 0 z 1B ENDUR IG with XL Ed n SS S acne SS•D TYPE - Cardinal Slainlo..Steal 1 a Q to 19 Face Mounlod Koe r Stool Truth Hardware rlW O J c rs screen cam ena,rm tneeau wen nears m'aa in s..tien Ymwn 1 012" t__J 0 709" Z j o r_LLI 20 Sin Ie Lag Frame Naw Whit. 06SIGNEW192 Shapes Unlimited 1tu <{>-W o 21 Double to Frame New While 06513NEW 182 Shapes Unlimited - 7 00 U 22 Tension Spring. 2580 Adopt I W J I-> 23 Fiberglass Screen Cloth Charcoal 160'x 96' 3002606 Phifer O'157" o S H` "q�q Y3 O JLL �eu Y 24 Screen Spline EX-FLX-0IGS-BK imperial Plastic USA 0.544 N F O 25 Aluminum Corner Keys CK252X280 H rode Metals $u 26 Screen Clip Clear H4184 Protluct Design MOO ®8 nc 27 Sen..ClipClear M3150 Product Design In Misc.Components,Hardware and Hardware Fasteners not all components ID'ed in section views) IU 2B 36 lb.3Coil1984 Series l Constant Force Balance B03938 FA-bury,;Truth W �29 Not Used nla Wurcicane Tdt Latch __ 1057A-003-EW industries............ -___--31 Pivot Bars I T-Shapd Head 6987 industries32 CAMT aSwea Lock 322D33-OD3•EW Hardware33 WeepHoIeCoverwhile HADSWHZ c1D.slgn PIVOT I3AR34 Muntin Bar W5BW de Metals Robert.!.Am-so,P.E. 35 Munlin Bar End Pins DS8P deetalnFlcrida P.E.I4o.4Oi52 36 lnledocNCoverOparUniiSash)ILockSash HH-66VinylOam.ntean.m METAL37 Inlerlock Cover Operating Soon)I Koo er Sash HH-66 V1n ICamant oducts ♦a`4i GPM '.1�►y��a�b 3B Litlail End Ca eWhile 0o156-Cool S.I.L.Plastic a0{y10EN3Cl,�,.;'.9�i 39 Steinloss Stoel Sm loa 31S x I.Sash BEABDI70 Smith Sta le O' 40 30PP72-18P50-9116%1318%1Fonm Block 2130MOO Lindenma r ,.v`C}' No d .. 41 .15 Whim Balance Plug213 00-00 07 7 Lamarck L*: ". I 42 Hamo Grades In CS025 ___ James6 Fin Wre 0.559° �qQ.,�----.. --.._..........----43 Accaenor Parts Innmllalion TrenslU.anl 02•MXD150010C2 Nuva nrd Siliconra �A: ft/� 0.352" -��-0.173" O s w 44 Sam seal Lack 322033-003-Eta vision inUusbies �i'S'•.! OPO1�4 45 Salo Seal Keeper 0292A.003-EW Vision Industri.s o,,c `a.p,•'',V' A� 46 OS/12"Tri42Iva1.0407173Gn ;Sash Pivot Bars 112001 GLFCor ration ��7 SYDMAL �4x�` 47 M8.1Bx0.S50 Flat Wafer Shoulder!Sash Hunicanu Latch 137341 GLF Cur reliun ��1h/t1111t1N ___._....._....___.._..___................................................._..._.._........_.._._._.--___....._.__-.__......._-......._........-.---_.-__Lro 48 N8x1114"TokWhileILooks 120375 GLFCor oration 0.551" ❑ ° 0.748" ®D 49 06x 1"Tek While l Keepers 1151121 GLFCor ration T- 30 i0x3(4"Tek l Pan Head[Balance Shoes) 120766 GLF Corporaflon _ 51 __95x 318"Tok I Screen_Clips White __ ___ ___-- _116506 ____._____GLF Corporafion _ __ __ 52 012 a S"Flail Installation screws 401168 GLF Corporation 0.368" Installation Fasteners 33 #12 OR 014 WOOD SCREW n!a era Steel 54 1N"ADVANCED TH READ FORM TAPCON n!a f7W Smol 2.372° 1.122° PRODUCT REVISED 55 014 SHEET METAL OR SELF-DRILLING SCREW nfa We Smol es plying with the FI.ddu Bullding Code NOA-No. 20.1103.08 (])Nweda Metal,Spadfkadan:AISI Im5 to 1010,LS rype A and a,30 ni te SO Ed Yield St-Vh,O W Oa-had (I)ENEx01 ftNEWIMBON SOW TIONS ULI,INC.PW CU-NT MIAMI-DADS NOTICE OF ACL'EPTA MINOA). Expiration Dale05/0612025 Mlamt-Dade Product Control 500 SW 12th Ave. PID# _ Deerfield Beach,FL 33442 JOB IGHT Toll Local: 561-420-0270 WIND O VY S License It CRC 046091 When It Must be Done Rldht...Call Storm Tlghil Section 1. Purchaser(s) Dale of Agreement Name: I^!N Ci C; I Al C yEN[ O Namc:`---. 5 4 G R �2Gt; Zip; rr $Z Address LLr `n Cit (7 _State:_ 3 Y `1- iim Phone: 510-682•4971111,one 2 desc. llhonc 3 dcse. y ,Eko 4t@._ 14 t. Coin_- >rmail Address:QL)�e�1C).sL enr Mailing Address(irditicrenl): i Section 11. Seller Agrees to Furnish(fie hollowing Whidows,Labor,and/or Installation Services ... - rr ear• .. era• .. .... i i 1 g 3:6 w H-t r I _ ❑ r_ Q j 2 (3 I 3G G2 D µ i D ❑ a [32 52X5o D14 _ _ _ Q _— O� 4 n!3& 26 38 D N �. Q Q s M[3R z�50 aH — ❑ — D 2 5 DH ❑ Q 'j ill 50 ?Co X^ D Q s K,r _ 5ZX3 D 14 Q Q I I 9 'D N _ 36 &2. D N•. Q ❑ i 10 ❑ Q ❑ ❑ ❑ 11 ❑ ❑ ❑ ❑ ❑ 12 ❑ ❑ ❑ Q Q 1.3 ❑ ❑ ❑ ❑ ❑ 14 ❑ ❑ Q ❑ ❑ 15 Q Q ❑ ❑ Q 16 ❑ ❑ ❑ ❑ Q Section III. Remarks/Instructions j71, 7PTTj75jot2 iep fim't' whrt CwTolmetz W Lc 26mov&._�A1T1Rfi1r N 9b1V �eJlnE C ruG( _3 DO Ale A CO ' oil f C#Yq 637 Section IV, Order to include: _!LNjaterial__ Installation Labor—Permit_Remotial of all Debris Storm tight Windows agree to furnish materials and/or labor in accordance with the specifications in ilia window detail attached to this agreemenL We Dill prepare,pay for,and submit the permit package through our licensed contractor.Once the permit is atthorimil and ready,we will arrange for an installation date.Whea providing maWial only we will drop strip the material to the project silo nod the homeowners is responsible for the labor and permits. Section V. Price/Payments Purchaser is responsible for return checks.ree ofS35 per check [rash []Finance 1i02� Job Amount STX?� Job Amount S _ Deposit(3U%) s ram(2 Deposit .S = 2K, ON- commencement (60a/) S f FinanceAmomrt s Completion(10%) Credit Card payments are not to exceed 10%of contract amount and cannot be used for conuneneement or final payment. Section VI. Terms and Conditions 71ds agreement includes ICrnta on the back side ofthis agmeruent. Section VII. Buyers Agreement I/We the mderaigned,hereby authoriza the contractor to vedry and review my/our credit record with as independent credit reputing agency and relewd dtcnt from all liability incurred from inadvertent omissions or errors.Unless otherwise specified,it is understood that ilia purchaser is ready for wotk to begin. Binding and Complete Contract:this is a binding and compkte contract.You may not canal d,is asranent except its anlcd.lids contract coven and supersedes all conversations;statements and ugrecments,expressed or implied,between the parties,their agents or representatives.Contractor to procure all permits by local law. Thh h■barer mltetmtloa[ale,and tf you Io not wan!the goad[or renkra,you may canr[I Ihh agreement Ly provlding nnlllm nadca to hue teller la penoa,byy trlegnm or by nal73h Ilea mutt Indkale that you do oat waat We gaodr or rervlrn and mud be degwred or pwhnark[d htfara nllAnlghl or the ud.1 hudnnr dry aner T7au rlga Ibb agreemrnl.l[yau[meet Wit agmehnem,the[eltermay not hrep no or pert of Iheea[h dorm prpmud.tics oc[onquoyuig Halka of Cnurlladun form Wan eaplauallmt of Ihb right,t atvledgo ermlpl ofa compiddy fin d oat copy afthlr eo r ct doog with 1%(2)eopfe flip tko eaaolhllon lamp.to wlnR[[y{t,errn(,Iulr ofra eanrrxctAuu nN an Ihhd[y of r aI C71Y -,5lde at�I Buyers signature Date Repmsentullve Buyers Siguentra tale ro `� ltep sigauture �v D1I-Double Idung,SH-Sind liung,XO Sllder•2 h e horizontal,XOX-31de huriconlal,shape-shops window,CAS- ,asonrcnt Window,AWN Awning Window,Pic-Picture Window,SL-Slde Lite,PI)-Patio Door,I'll-Prench Door,halt-Entry Door i Crgnnarl infith rAmCrrannnr MICHELLE R. MILLER, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY . FILE # 4941959 OR BOOK 4708 PAGE 401, Recorded 10/22/2021 09:49: 18 AM I Q•� D NOTICE OF COMMENCEMENT Permit No. 9 Property Tax ID No. 3410-503-0253-000-0 State of Florida, unty of St.Lucie 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. Legal Description of property and address if available PALM GROVE S/D BLK J LOT 1 (0.12AC) General description of improvements REPLACE EXISTING WINDOWS/DOORS WITH IMPACT Owner/lessee Angeline F Yenchko&George M Yenchko Address 5942 Alexandria Cir,Fort Pierce, FL 34982 Interest in property: OWNER Fee Simple Title holder(if other than owner) N/A Address Contractor STORM TIGHT WINDOWS Phone 561-420-0271 Address 500 SW 12TH AVE,DEERFIELD BEACH, FL 33442 Fax# Surety N/A Phone# Address Fax# Amount of Bond Lender N/A Phone# Address Fax# Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(a)7.,Florida Statues: Name N/A Phone# Address Fax# In addition to himself,owner designates of Phone# Fax# to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH.713.13,F,S.,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 COMMENCMENT. Ow er/Lessee,o As er's or Lessee's Author i d O ficer/Director/Partner/Managec Signature Signatory's Title/Office State of Florida,County of -5 4' 'r- / �^ I f Acknowledged before me this day of f . 20 0�,by�mq el-ine (1', V1enci1 l(w who is personally known to mg-of` who has pr urnd as identification. fgnatur f Notary Type or Print Name of Notary (Seal) 1�H �cb Title:Notary Public Commission Number 2-- MARGARITA S.PETERS MY COMMISSION#HH 100248 EXPIRES:April 19,2025 '•.Fos p.�:' Bonded Thru Notary PuNic Undenniters SUPPLEMENTAL CONSTRUCT ON LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: 2 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. 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 conflicts with any applicable Homeowners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Homeowners 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 bui�ding 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 paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County 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 er/Lessee/Contract s Agent for Owner STATE OF FLORIDA 11 COUNTY OF A OVJ osr( Sworn o(or affirmed) subscribed befor me of Physical Presence or Online Notarization th s day of zdZ(by Name of person making statement. Personally Known OR Produced Identification Type of Identificatio Pro (Signature of Nota ublic- a e f Florida) 1�av PUB HAI T.NGUYEN Commission No. (Seal) *� ��* Commission#HH037127 N„ c� Expires August 27,2024 9 OFFta�\ B*1edThru9*e1NotMServices REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev 5/20/2