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HomeMy WebLinkAboutNotice of Acceptance (2) I 4� _Zl f 011 C0 MIAMI�DADE C ���� MIA\•i1—DADE COUNTY ® n PRODUCT CONTROL SECTION •!" 111805 SW 26 Street,Room 208 DEPARTMENT OF REGLLATORY AND ECONOMK Q F R I Miami,Florida 33175-2474 BOARD AND CODE ADiMINISTRATION NCE DIVISI 315-2590 F(786)315-2599 NOTICE OF ACCEPTA (NA ® ® ���� wii-Ni:.miaini(lade.gov/btiil(liiiu. Regency Plus,Inc. i=l 2000 Locust Gap highway Mount Carmel,PA 17851 DEC 0 12021 SCOPE: This NOA is being issued under the applicable rules rstrxe-gcilmficim p2-�— aI 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). I This NOA shall not be valid after the expiration date stated below. The Miami-Dada 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 oi•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_j urisdiction. 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. f DESCRIPTION: Series"5405"White PVC horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No.RPLS0063,titled"Series 5405 Vinvl XO-OX Horizontal Sliding Window-LMI". 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.) AmorLISO. P.E., bearingithe 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 i LABELING: Each unit shall bear a permanent label with the manufacturer's name 6r logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled 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. 20-0526.03 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. 1 NOA No.20-1103.09 MtAMIDQDECouNTY Expiration Date: July 22,2025 ... �, NNW 01/21/2021 Approval Date: January 21,2021 Page 1 a I i i Reizenev Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NVOA No. 08-1210.12) 2. Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6, dated 11/26/08.. with revision J dated 01/08/18, prepared by PTC Product Design Group, LLC, signed and sealed by Robert1J. Amoruso, P.E. (Submitted under NOA No. I8-0122.12) B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test, per FBC 2411.3.2.1, and AS 202-94 along with marked-up drawings and installation diagram of al white PVC horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11507-1, dated 08/18/08, revised on 09/03/08 and signed and sealed by Harold Rupp, P.E. (Submitted under NOA No. 08-1210.12) 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 sei led by Joseph A. Reed, P.E. (Submitted under NOA No. 20-0526.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, compl}'ing with FBC 51" Edition (2014). dated 03/31/15. with revision dated 09/01/15, and updated to the FBC 6" Edition (2017)with revision 1 dated 04/29/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Submitted under NOA No. 20-0526.03) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resourc s (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA,Inc.. for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. I Sifang Zliao,P.E. Product Control Examiner NOA No.20-1103.09 Exph ation Date: July 22,2025 Approval Date: January 21,2021 E—l I I I Regenev Plus,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMI*ED F. STATEMENTS 1. Statement letter of conformance,complying with FBC 6r1' Edition (2017), and of no financial interest. dated May 15, 2020, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Proposal No. 19-0312 issued to Regency Plus, Inc. by the Product Control Section, dated May 15, 2019, signed by Manuel Perez. P.E. G. OTHERS 1. Notice of Acceptance No. 18-0911.04, issued to Regency Phis. Inc. for their Series "5405" White PVC Horizontal Sliding Window — L.M.I., approved on 10/11/18 and expiring on 07/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS j 1. Drawing No. RPLS0063, titled "Series 5405 Vinyl XO-OX Horizontal Sliding Window—LMI", 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 i 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 7t1 Editio I n (2020), and of no financial interest, dated 10/20/2020, prepared by PTC Product Design Group, LLC, sinned and sealed by Robert J. Amoruso, P.E. G. OTHERS 1. Notice of Acceptance No. 20-0526.03, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window— L.M.I., approved on 07/02/20 and expiring on 07/22/25. I � Sifang Tao,P.E. Product Control Examiner NOA No.20-1103.09 ExpiNation Date: July 22,2025 Approval Date: January 21,2021 E-2 I 1 4 4 4 >. REGENCY PLUS, INC. m SERIES 5405 VINYL XG-®X HORIZONTAL SLIDING WINDOW dw LARGE MISSILE IMPACT 0 �� �� �m w O N Of� u' F - F INSTALLATION ANCHORAGE DETAILS gf a wN °� w p 20 2� NOTES: d r w o Do y.i 0w w 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 71h EDITION f20201 FLORIDA BUILDING CODE INCLUDING THE NIGH VELOCITY HURRICANE ZONE(HVHZ I.. Y 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO 8E DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, 1X BUCK OVER CONCRETEWASONRY IS OPTIONAL.WHEN I BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE o 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 0 N o LL MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 0 4. THE PRODUCT SHOWN HEREIN HAS BEENTESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.O,NCTL-110.22724.1,DATED 04/27/20 BY NATIONAL CERTIFIED TESTING LABORATORIES.PORK,PA,SIGNED AND SEALED BY FIAROLD rc U RUPP,FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19-0312. Z L 0 5, MATERIAL: 2 =� 5.t. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOA. v 5.2. REINFORCEMENT; z(3 m F m m 5,2.1. GALVANIZED STEEL TUBE(0.730"X 0,434"X 0.06"THICK,Fy=W-50 ksl&Fu=37,5-68,7 ksi)-SASH PERIMETER r/i:C Z ro m ~• '� 5.2.2. GALVANIZED STEEL TUBE(0,935"X 0.730"X 0.05"THICK,Fy=30-50 ksi&Fu=37.5-68.7 ksi)-FIXED MEETING RAIL M 0-a L 5.2.3, LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MIAMI-DADE NOA. a< w O 6. GLAZING: 6.1. GLAZING DETAIL AS TESTED: Z V U D O j 4(E 6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. w X 8 iT 6.1.2. GLASS THICKNESS:(1)LITE OF 118"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR.. �o� � ^ 6.1 LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA.INC. o z e".v•' fi.1.4. SPACER TYPE/SIZE:7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D), N j c J(h 6.1,5. 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. 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. cf) 6.3. AS TESTED GLAZING MEETS ASTM E1300A9a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. w m 7. APPR11 OVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. o� 8. 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". 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 114"FLAT HEAD TAPCONS CS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT R°tart J.Ammuc°,N.E. ( ) R—da P.E.No,49752 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 IIAVE+/.1"TOLERANCE. jA1LE3 10. FOR ANCHORING INTO WOOD FRAMING OP.2X BUCK USE ONE OF THE FOLLOWING: J -� :`.Erys•:Oq 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS t@ iNo*49 52q.� O��• SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE 1-V TOLERANCE, SHEET DESCRIPTION 10.2.. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH V MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS 1 NOTES SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE-I.V TOLERANCE, 2 ELEVATION AND ANCHOR LAYOUT(INS AND CS SCREWS) FC FORANCHDP.ING INTDtJIETACSTRiJCTUREDSE-itI4-FEATHEAD-SHEETMETACOR"SELF'DP,ILL'ING-SCREWS(SMS)"WITHSUFFICIENT-- — - -E[EVATION-ANDANr HOR L-AYOUT(SMSITAPPINGISELF-DRILLING SCREVVS-)—--- -- LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND - MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT ID DETAILS.ANCHOR LOCATIONS HAVE /.1"TOLERANCE. — ---- -- 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAME CORNER CONSTRUCTION 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 6 VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES MINIMUM STRENGTH SPECIFIED BELOW: 13.1. W000-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) HORIZONTAL SECTIONS-WOOD,CONCRETE/MASONRY&METAL SUBSTRATE PROD11c7 REVISED 8 ANCHORAGE Uuiiamg Cad with the Florida 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI NOA-N.. 20.1103.09 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY,117 PCF 9 COMPONENTS e.ao-a0°a Dam 07122/2025 13,4. METAL SUBSTRATE:STEEL 18GA(0.0428'),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"7 HICK MINIMUM, 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. 10 BILL OF MATERIALS&GLAZING DETAILS mmmr-Oaae Proau°t coao-° I a a 63"MAX. a m - FRAME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW EIGH —.--- --- —74"MAX.FRAME WIDTH INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING 60"SASH HEIGHT 32" 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE d c4 D.L.O.WIDTH D.L.O.WIDTH ;1 (CONCRETE SCREWS) a om G _56°4'D.L.O. q B B 57 g"D.L.O. °o ti HEIGHT 4 -4 4 HEIGHT a 4 0 0 Q N u o_ o0 W J c1 Meeting Rail o N C D ® E ( o Aga o 5 5 DETAIL 1 4"O.C.TYP.—�I (SEE SHEET 5) o n < s 4"O.C.TYP. �� 11 'O.C.TYP. 6"O.C.TYP. - -------- I 6 M Q- a 1 ;�z as-jQ: S �W 00 ' A B' B Z)x x U r 4 4 4 W�a 0z qo� 3"TYP. 0 0 0 o¢ A - ---35 'SASH irJo� xZz WIDTH _._ zz 144'O.C. �O U �Js SERIES 5405 VINYL XO-OX TYP. ®moo HORIZONTAL SLIDING WINDOW Ix ® W� s WEEP HOLES: EXTERIOR VIEW f �� D WW ;E s C-� 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL M 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL $ AV $ Robert J.Amm"ro,P.E. 3. 0,875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK z. Flontla P.E.No.49752 .92tnutq 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL TRACK q 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 6 :Q yllo a9 s2 c THE EXTERIOR SILL FACE SERIES 5405 VINYL XO-OX HORIZONTAL '*A' *_' 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW -90 STAT£'P� eta 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW-ANCHORAGE WOOD AND CONCRETE/MASONRY SUBSTRATES�_ __—_ _ %sSipypyfill I EN6`` - INSTALLATION NOTES: DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. LARGE MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION. +55.0/-55.0 IMPACT 3.1. TAPCON MINIMUM SPACING IS 4"OC. 3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. PRODUCT REVISED 9 complying with the Florida Bufltling COGo NO.. 20-1103.09 Expiration vats 0712212025 By miaml-Ba o Product Control a � 0: m FI�ME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW 74"MAX.FRAME HEIGHT ----------- WIDTH -- -- INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR d 60"SASH m o HEIGHT 32" —_ 33" SELF-DRILLING SCREW) ^ o _a Orn D.L.O.WIDTH D.L.O.WIDTH W OG yw 56 4�,D.L.O. A B B 57�„D.L.O. ¢ a o2 HEIGHT 4 4 4 HEIGHT a t a a w All - J Y M �MeetingRail o^ o N o ZQ - X rD - F9 O E - 4"O.C.TYP. z a ` 5 5 5 DETAIL 1 4"O.C.TYP. a� "2 O.C.TYP.---e-1 6"O.C.TYP, e- I {SEE SHEET Si i2"O.C.TYP.-- - 3a� 11 "O,C,TYP. 4"O.C.TYP.11}"O.C. w=¢ oo m z m n.a NJ a 6,.O.C.TYP.—�{ �- 7 TYP. a.,w o0 A B B �— oz 0o0 oQ Q 4 4 4 3"TYP.-I WJo�xz a�2; 35 'SASH Kz ur ---- - WIDTH LD e 7 SERIES 5405 VINYL XO-OX W HORIZONTAL SLIDING WINDOW x O Ww _ ;wT WEEP HOLES: EXTERIOR VIEW 14 O.C. m a o^LL TYP' E 1, 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL 11-711.kmnruso,P.E. 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL $ Mi,da P,E.No.n9i5i 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK - "°Sp.....� '; MES i, 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL 690,� TRACK 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF THE EXTERIOR SILL FACE SERIES 5405 VINYL XO-OX HORIZONTAL A STATE O �' 6, 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW — ---7-0-.25"-DIAMETER-LOCATED MID`SPAN AT THE EXTERIOR-SILL FACE---- -- - -- — — --EXTERI.QRt VIEW=ANCHORAGE__ _ _ __�'!�SSft i l%I STEEL SUBSTRATES INSTALLATION NOTES: DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME. 2. JAMB ANCHORAGE SAME. LARGE MISSILE 3, +/-1"TOLERANCE ON ANCHOR LOCATION. +55.0/-55.0 IMPACT 3.1. SMS,TAPPING OR SELF-DRILLING SCREWS MINIMUM PRODUCT REVISED he cm SPACING IS 2"OC. B"IldinglCod x1tnmetoda, ---- - -- — 140n-14o. 20-1103.09 F�Plmtfo 0ato 07/2212025 Miaml-0aao VroOucf CunIT R R 4 K K � O N 0 � VERTICAL SECTION VERTICAL SECTION e _VERTICAL SECTION HEAD-COMPONENT ID HEAD-COMPONENT ID HEAD-COMPONENT ID W o o K a o �._ �, o w`;- r wo z w 17 a po 1 17 Q 41 4 Q 4 0 U 41 J Y } 41 8 l _ g U N N u n n � O U'' n 13 I J n y ILJf LuJ u 15 15 z Z a 36 (f� _ �1 I z \ 16 �`fJ 41\, 20 5 — 20 5 i 9 zc�=7J2g mJuN \J f J 26 PO 21 21 20 =aas o� zm z SEE GLAZING L SEE GLAZING SEE GLAZING a w E z 21 [SS;E GLAZING DETAIL 2, DETAIL 2, 21 DETAIL 1, m s =g ETAIL_ 1, SHEET 10 SHEET 10 SHEET 10 vvWHEET 10 ) ---- a W�ra� ti W- z J J EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR moor — 21 N> ®� Q \ 23 20 23 ya 26 21 21 9 w < w "o, 1204 5 22 mor4a 2p 5 v7 13 II � 9 = 13 a�LL 16 15 17 15 Rcbcrt J.A—..,P.C. Flundo RE.No,49752 16 J LJ � 16) "�-� 444JJJ I(�—(�� 8 ```�p•�jPME3 q����� Ol � 83 33 Q 5 4 a�q 'OC Op10' tea:'. -- -- - -- -17_._18. — - 3A - - - -- --- -- 3A— - — - 18 -- 3A`- ,,'�SSi Njia�`6,` VERTICAL SECTION _)_VERTICAL SECTION o VERTICAL SECTION SILL-COMPONENT ID SILL-C011'IPONENT ID SILL-COMPONENT ID PRODUCT REVISED as plyinD with the Florida 8elldm,Codo NDn-No. 20.11D3.09 ::Pl,atlon 13ate07122l2025 Miam-Da a rodact Canlfo R z SEE GLAZING DETAIL 1, o N SHEET 10 13 15 INTERIOR INTERIOR 4 -- 12 \'6 15 13 O INTERIOR . 10 Q 7 � � =m � _ 51 Ko x" Lz q Z z Q at VQ aw 52 21 20 6 5 zo 8 ° _. .... - 0zDo 17 16 16 o 0 20 0 - 00 �0 21 z LL a s 36 \ SEE GLAZING 1 13 14 15 DETAIL 2, z a 25 SHEET 10 ~w >m EXTERIOR EXTERIOR EXTERIOR N=q oz m Z �n a N 0 3 W a0w on d f 2 x0 U 19 N HORIZONTAL HORIZONTAL HORIZONTAL 0 0 g� -E W O Xz ®®�� SECTION SECTION SECTION w OPERABLE LITE MEETING RAIL FIXED LITE JAMBS-COMPONENT ID JAMBS-COMI'ON.ENT ID - JAMBS-COMPONENT ID W o i wx 1 O a�LL \ Rohdrl J.A,,,,,,F.L. \ Flontla P,E.No.4975i df 0 RA 13 �\ 1 DETAIL 1 PRODUCT ggREV ISED BuBdinglCodowith fhe Florida MASTER FRAME CONSTRUCTI®N RBA-Na. 20-1103.09 (SASH FRAME SIMILAR) E plranan Baca 07l2212025 B EaBeral- a a PROPERLY SECURED 1X 12 OR 14 WOOD SCREW WOOD BUCK BY OTHERS S3 INSTALLATION ITW ON ANC INSTALLATION ANCHOR 52 PROPERLY SECURED R N N r NSTALLATION ANCHOR WOOD BUCK BY OTHERS N t2 (SEE NOTE 3, SHT. 1)� (SEE NOTE 2, SHT. 1) 1 1/2" MIN. 14 WS: I" MIN. EDGE DIST. wo WOOD BUCK PROTECTION BY d OTHERS (SEE NOTE 3, SHEET 1) EDGE DIST. �{12 WS: 7/8' MIN. EDGE DIST. 2X WOOD .,:��\ BY OTHERS �m CONCRETE BY OTHERS- r SHEATHING (SEE NOTE 2, SHT. 1) w 0 �4 0 1 1/2' MIN. BY OTHERS ---- - ------- T w oa (SEE NOTE 2, SHT. 1) EMBEDMEPli - - ----------- Q zz - o t ' 1 EXTERIOR FINISH--` °r;. �l14 VS: 1 1�2" MIN. EMBEDMENT a o BY OTHERS w 1/4" MAY, "' 2 WS: 1 MIN. LMBL.DMEN1 :.... `,-:;-e::...•, SHIM SPACE ...: w �a 1 ` :.. .._ ..---'----'- - --------- ,:.ir � _ w EXTERIOR FINISH "` 1/4" MAY,.- SHIM SPACE BY OTHERS PERIMETER CAULK--� /�Qo -s'-,w BY OTHERS I I �oJ PERIMETEP. CAULK O� �¢ 0 0 IL I� BY OTHERS Qo 0 7 LL Q �od 0z �4� � q Q Q zwa o ZSr �m I'C =Q0 wm z �aa �> y w yew 0 SS :* _ WINDOW EXTERIOR INTERIOR EXTERIOR w U a O g q HEIGHT INTERIOR NIiJDOW 5 O O d w ` 2 HEIGHT w�F:X �0 zCC 0 >z J;,8 wO oV ®oEca ANCHOR-1.0-SUBSTRATE w¢ 6 R EDGE DISTANCES ARE w TYPICAL AND MEASURED TO BOTH o SIDES OF SUBSTRATE Robert J.Am,,uso,P.E. Flor Oa P.E.Me.49752 04�i\:�CEN..9G4: PERIMETER CAULK_-, L 1 4" MAX. o 1 4" MAX. h ` porag 62 O o : BY OTHERS / / _1-SHIM SPACE SHIM SPACE k EXTERIOR FINISH PERIMETER CAULK s 1 BY ETHERS �- BY OTHERS I #1 4 WS: i 1/?' MIN. EMBEDMENT 9 sTa7e$20 r 0 --�- u - #12 WS: 1 3/8" MIN. EMBEDMENT �2. - CONCRETE--- E-tU-TE-BY OT-�HERS-- c FM1/2" EDMEIIT. - -- --- -- ' -_ - I - — - -- - '��SSiONA, ? h" EXTERIOR FINISH 1 J ------ BY OTHERS PROPERLY SECURED 1X n — _--------- WOOD BUCK BY OTHERS SHEATHING 2X WOOD / ` (SEE NOTE 3, SHT. 1) 1 1/2" MIN. BY OTHERS J BY OTHERS WOOD BUCK PROTECTION 1/4" ITW TAPCON 53 EDGE DIST. i 14 ;VS: 1" MIN. EDGE DIST. \ `(SEE NOTE 2, SHT. 1) BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR SHEET 1) #12 WS; 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X PRODUCT REVISED WOOD BUCK BY OTHERS n I in P wunmoFlortan #12 OR #14 WOOD SCREVl� (SEE NOTE 2, SHT. 1) Nol1di.9 0.1103.09 L� VERTICAL SECTION INSTALLATION ANCHOR exFl.oaonuneo07I2212025 CONCRE"TF.SUBS'TRAll- A VERTICAL SECTION of, �' o�� tl WOOD SUI3STRA'CEi Minn, n onvo II � K K 0 #14 SHEET METAL SCREW/SELF-DRILLING SCREW 5a N rt 3/4" MIN. INSTALLATION ANCHOR - _ o N EDGE DIST. METAL SUBSTRATE b (TYP.) BY OTHERS y m H y N U (SEE NOTE 2., SHT. 1) EXTERIOR FINISH W O o a p m E BY OTHERS t- tu z ,z f-N 3 THREADS MIN. a o 0 o a o o f5 EMBEDMENT BEYOND o w 0 W INTERIOR WALL _ 1/4" MAX. W t -- r SHIM SPACE PERIMETER CAULK /_� Cn n BY OTHERS Qp�o oO 3 o 0 0 Q 0� 0 INSTALLATION NOTES: Z? zz 3 a o 0 O Y n 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 0 t= a Il,( 1,1. WOOD FRAMING, o o ANCHOR-TO-SUBSTRATE 1.2, STEEL STUD FRAMING, ¢ F EDGE DISTANCES ARE 1.3. ALUMINUM FRAMING,AND TYPICAL AND 1.4. CONCRETE AND/OR MASONRY. MEASURED TO BOTH SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE J 0-0- O z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND D C7 w O CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. U y O WINDOW 3, 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL w CC))U O C) J?E n HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEWASONRY SUBSTRATE,WHEN USED,1X w O r d¢ BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS o g w X IC' INTERIOR THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE � �r SEPARATED IMTH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR,MEMBRANE IS THE >C�, t�,'g ra5 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. o(n F a .T m o"� 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/161, vi U) $ u" W.I OR GREATER.OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114". W< R o mw 1 �_LL ❑ Q 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH m m nI n TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND T' $n IU\ I`1 II MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN V ELEVATIONS AND INSTALLATION DETAILS,4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. Robon J.A—..,P.E. 1/4" MAX. ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Fmnaa P.E.No.49752 �� !-_••_-C� -SHid SPACE .. pam4u4 ❑ 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: - "```p INMES% ��� O�-- EMBEDMENT INTO SUBSTRATE WITH 718"MINIMUM EDGE DISTANCE AND MINIMUMc ANCHOR-TO-ANCHOR 0 Q� PERIMETER CAULK- y,EN l 6.1. #12 FLATHEAD WOOD SCREWS WS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM BY OTHERS ---_ _---.. SPACING OF 2 ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. {* NO 49 52 *.- ANCHOR LOCATIONS HAVE 1"TOLERANCE,r p 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM 9 S7ATE'02 II EMBEDMENT INTO SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHORSPACING OF 2"ON CENTER.LOCATE 1 TOLERANCES AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS O— — '�i�FSS, _-__.ANCHOR.OCATIONS HAVE 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- (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL (T''P•) INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE #14 SHEET METAL \` ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1 SCREW/SELF-DRILLING SCREW METAL SUBSTRATE TOLERANCE. INSTALLATION ANCHOR 54 BY OTHERS (SEE NOTE 2, SHT. 1) 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS,NOT SHOWN FOR CLARITY. PRODUCT REVISED A VERTICAL SECTION 9, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH emia'm9��oeowub°no Findan l �� M1IGT'AI.SU BSIIZATP ASTM E2112, NGA4l.. 20-11 D7.O9 Expiration Dato 07122I202 Or M{am n o ro uct ConVo a a a 2X WOOD-- 1/4" MAX. FRAME BY OTHERS \H11,1 SPACE SPACE 14" MAX. SHIM _ o o (SEE NOTE 2, SHT. 1) / 1 1/2" MIN. EMBEDMENT — CONCRETE m "' INTERIOR SHIM AS REQUIRED— MIN. EMBEDMENT — MASONRY d � c' #14 WS: 1 1/2" MIN. EMBEDMENT #12 WS 1 3/8" MIN. EMBEDMENT \ 53 1/4" ITW TAPCON INSTALLATION ANCHOR w OF a O� O W ` W o 1 1/2'"' MIN. EDGE DISTANCE - CONC. t m w w a '� 8 #12 OR #14 WOOD SCREW 52 oa lf� INSTALLATION ANCHOR--A, -- 2" MIN. EDGE DISTANCE - MASONRY w�( q �q—CONCRETE OR MASONRY f'i4 WS: 1" MIN. EDGE DIST. q. BY OTHERS q Q Q (SEE NOTE 2, SHT. 1) �� m o(}17_ INS: 7/8" MIN. EDGE DIST. d 900 II r Q PROPERLY SECURED 1X z ?a m t.._._—._ 4 ❑ H WOOD BUCK BY OTHERS z u r WOOD BUCK BY OTHERS /n.';(:`.;q:*1 ;=1i ';ti' - >`', q (SEE NOTE S, SHT. 1) Z F < II PROPERLY SECURED 1X- O O _ R (SEE NOTE 2, SHT. 1) - � �d ��� �� q \— ` MOOD BUCK PROTECTION BY > SHEATHING EXTERIOR � ¢ coo) r'= OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS / / z x °m Dri { z� ;m EXTERIOR FINISH-- PERIMETER CAULK PERIMETER CAULK_ —EXTERIOR FINISH _,BY OTHERS o-a Nla i z BY OTHERS BY OTHERS 6Y OTHERS v d-o w g Z,� X T'l r j1. VERTICAL SECTION a F. C WOOD SURATRAIE ANCHOR-TO-SUBSTRATE VERTICAL SECTION w°� gN EDGE DISTANCES ARE CONCRP:LE/:,IASONRY cco g �a RR TYPICAL AND SUBSTRATl, MEASURED TO BOTH >FW- 85�= 1/4" MAX. SHIM SPACE - SIDES OF SUBSTRATE ow 1KT gj3 SHIM AS REQUIRED— _--- ---— z q" wO Rhci P14 SHEET METAL woo " Sa SCREW/SELF-DRILLING SCREW a o INSTALLATION ANCHOR -+— Robert 1.Amnrueo.P.E. Flonaa P.E.No.49752 `tuotuupr EDGE DIST. (TYP.) LOWER SASH JAMBS - --`����`�`INMES 111 SHOWN.SIMILAR oO.Q.�cEN.. �9GN T INSTALLATION FOR C FNo 4 3 THREADS MIN. UPPER FIXED LITE JAMBS. L rG=i EMBEDMENT BEYOND INTERICiP. WALL 9 'STATE SEEMETA LNOTE-SUBSTRA HT B i OTHERS — - - ���'is S ` '--EXTERIOR FINISH PERIMETER CAULK-- BY OTHERS BY OTHERS PRODUCT REVISED PI Inso ith tho Fl.dd. zidq�o VERTICAL SECTION NoA .. 20-1103.00 J M1,'I'AL SUBSTRATE EMplmt�a to 0712212025 miam n o Pmduct Control CD MAIN FRAME SASH STOP FRAME WHITE RIGID PVC O COVER ® POCKET COVF,R © POCKET COVF,R POCKET INSERT lu, TYP.WALL TICKNESS 0,070" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC ® WHITE RIGID PVC oR a.17a TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0.070" TYP.WALL THICKNESS 0,070" TYP•WALLTHICKNESS 0.070"0.315" J . 161.4I2.730" r� h ca Jy 1.122 0. a2 6o aW a �-�--3.250" ut GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MULLION/FIXED � SASH FRAME GLAZING BEAD STOP/SASH FLYE.DLITE HE.4DANDJAMRS FIXED LITENIEETING RAIL MEETING RAH, G 9O WHITE RIGID PVC O5 WHITE RIGID PVC 6 WHITE RIGID PVC WHITE RIGID PVC �� 7 WHITE RIGID PVC TYP.WALL TICKNESS 0.055" g o o g TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP.WALL THICKNESS 0.070" o rI a TYP.WALL THICKNESS 0.066" Z d l. 1.000" 0.329"-_-III I"- 4 A_ T _ N coo 0.]M1] -2.111-•1 N=Q O Z F m Z 1.530" J Q 0-N w j w } w O p j w Z X x L GLAZING LIF"TRAIL HANDLE_ INTERLOCK COVER HURRICANE w 00 o 10 - WHITE RIGID PVC �� WHITE RIGID PVC SASH COVER 41 TILT LATCH w o r x am TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED o z H LL TYP.WALL TICKNESS 0,065" > §0. a 13� 0.306" 5,80. 0.914" -ossa 0.323" ��-1.722" � w u t.35z - 0.345" y 1.121" �-- -► --0.205" o m r- 0.377" E 0,709" LJ Robot J.Amoroso,P.G. flonoa P.E.Na.49752 0.377" 1.906, 2.260" 5.622" - -.- 0.669" - cNo';49 52 a REINFORCEMENT REINFORCEMENT 1 o1z O 0.803" 1.067" O o LET 13 STEEL 14 STEEL r - - - - O iiFSsitII ----- ----- - - TYP:WAL-L ----- T-YP,-WALL-- -------- --------- � >i. 70NA���Q��' , THICKNESS 0,06" THICKNESS 0.05' 0.15". uua� - 0.544" (�0.434" 0,730" s-0.437"(TYP) d -ro- �-0,280"(TYP) --P�-0.730" �-��Jl 0.935" I PRODUCT REVISED ptyin withtheFforlda NOp-No. 20.1j07.09 Eapl-l-Belo 0 7/2212 0 2 5 m�mi=bide FTo�e ionCroT I Q Q Q Series 5405 XO Horizontal Slider/Bill of Material Ilnm No. Description IloartNumbers )supplier I Material or Note Frame Cont onents = ;� 1 Master Frame IV White 106017780 Eno 1/Ro al White PVC(2) 0 0 u 2 Sash Stop Frame Cover Head IV Whit.1070/7736 Energilfioyal White PVC(2) 3A PocketCever IV White107317724 Ene l/Ro al White PVC(2) -"�-----1/2"GLASS BITE a ( 3B Pocket Cover N White 177617739 Ener ilRo al White PVC 2 =r° =U f 4 Pocket Insert IVWhko107917737 Ener iIRo al WhltoPVc 2 Q 7/8"O.A.LAMINATED GLASS o =.o a m 5 Glazing Bead Fixed Section N White 1103 1 77 26 Eno IIRo el White PVC(2 w OF o ° O In 6 Glazing Bead Fixed Section IV White 1080 M53 EnorgII Royal White PVC(2) INTERIOR CONSISTING OF:EXTERIOR 'o w_', >T w�; T Impost Mullion Fixed Section IV White 106317736 Ena IIRoyal White PVC(2) LAMINATED GLASS-(2)NOMINAL 1/8" a o 6 Sash Frame(Operating,sash NWhifi126217750 Ener IIRo al WhitePVC 2 3 L \ ANNEALED GLASS W/0.090" o W 9 Glazln Bead slo O eatin Sash/Vents IV While 106717745 Ene I/Royal White PVC 2 10 GWzin LlNrailHandle eratm sash rvent IV White106817747 Ene I/Ro at Whit.PVC 2 / KURARAY AMERICA INC.TROSIFOL e, 11 Interlock Cover(Operatin Sash/Vent IVWhIfi1160l7727 Ene IIRo al WhItePVC(2 INTERLAYER,7/16"AIRSPACE W/ 'o 12 Sash Cover(O orating Sash)/Vent NWhite 107817726 Energi lRoyal White PVC 12) IIf I �- 13 o rating Sash/Reinforcement Reinforcement STAINLESS H ratloMefils C,_ I STAINLESS STEEL SPACER(TYPE z os"Gaw.1 :'- / SS-D),INTERIOR 1/8"TEMPERED 14 Im ost Mullion(Fixed Meeting Rall Reinforcement ST-888-169-0.Ofi2 H rade Metals .05"Galt'.1 GLASS m `o 15 46 x 518"Tok 1 Reinforcement Fastener 117595 GLF Corporation \ O a u. weathers W In '�5 / w N A�l O 16 .210 x.300 Fin Seal Pocket Cover 1107317724 W23303NW000O Ultra-Fab _ GLAZING DETAIL 1 Z ^'C_ EXTERIOR Q 16 .210 x.300 Fla Seal Pocket Cover 1107317724 W23303NW000D Ultra-Fah f �—w w 16 .210 x.300 Fin Seal impost Mullion 1106317735 W23303NW000O Ultra-Fab OPERATING SASHJANiB SHOWN. ?�1; o 17 .187x.300 Fin Seal interlock Cover 1118017727 W23301 NW0000 Ultra-Fab q } W 17 .187x.300 Fin Seat Interlock Cover(To IBlocks 1118017727 W23301NW000O Ultm-Fab .8 4 SAME AT HEAD AND SILL. a 0 17 .187 x.300 Fin Seal Sash Frame 11282177501 Enenil W23301NW000O Ultra-Fab U M m'(9 17 .187x.300FIn Seal Sash Frame 11282 17750 1 Exterior Top W23301NW000O Ultra-Fab Z <— m w F 18 .210 x.220 FIn Seal Sash Frame 11282 177501 Exterior Base W23223NW0000 Ultra-Fab ==CL p m u Z 19 .270 x.220 Fin Seal Sash Frame 1 Single Le Screen Frame W112257W0000 Ukra-Fab CD ;U Glazln lL O t j Q w7 'r 20 Wet Glazo O eratin Sash!Fixed Section) 552 Sikaflex Black Sika US Z] x Q 21 E366 2.7mm l0.9.6 PVB Interia e,G Hurricane Laminate Impact Cardinal 22 GWss Settin Blocks Fixed Base 21,113 -0.126-032-064 Fmnk Lowe i 4 LU p U (5 W C"y 23 Glass Setting Blocks Sash Base 2NB-8K-0.125-028-028 Frank Lowe / -. \ Jo H J 2 24 JENDUR IG with%L Edge SS Spacer j Ss-D TYPE — Cardinal Stainless Steel Screen Components(not all components ID'ed in section views \` \ / INTERIOR N —25 sl�lo Leg Frame Now white _ 50 06516NEW192 Shapes Unlimited 5e?_Y 26 Double Le Frame New Whim 06515NEW192 Sha es Unlimited o'6 m ® 3 27 Tension Springs 2584 Wept 1 20 / 1i 28 Fiberglass Screen Molls Charcoal 128"x 600' 3002606 Phifer I W 29 Screen Spline H 1 E%-FLX-Q166-Bit Im orlal Plastic USA -- C l0'7 W w 30 Aluminum Comer Keys ICK2S2X260 I Hygrado Metals 1 1/2" GLASS SITE I 31 Screen Clip Clear HJ160 I Product Design I u Misc.Components,Hardware and Hardware Fasteners not all components ID'ed in section vmws EXTERIOR \ y _ / —__ 32 lWeep Hole Cover White H-SO8WHZ Product Do sl n \ '! Robert J.Amo—.P.E. 33 SaInloss Steel Ball Bearin Rollers WR03-R3 Product Desl n \ / Florida P.E.No.49752 34 Black Glazing Tepe 1I8 x.3l8 x 86(Fixed Section) VEN-VG-12088 Industrial Sales ------ -- -- _-. 35 Interlock Cover(O eratin Sash)/Vent 1,111-66 VlnYI Cement - RH Products - - r� 36 LIftraBEndCa White — 001664:001 S.I.L.Plastie ,A-- 7/8"O.A.LAMINATED GLASS - `,,�.r .......... MEs�yoy� 17 smmossSM. ms118xt/2sesn BEgaono Smith sta le 24 CONSISTING OF:EXTERIOR �,p0t;Q'�y�oENeF..9G,1;4 38 30PP12.1 SPSO.9116 X1318 X 3 Foam Block W0511022 Undonme r LAMINATED GLASS-(2)NOMINAL +Q No 4D 52 39 Hurricane Grade s rin CS025 James Spring Wire .# 1 #- 40 gceesso Parts InstallaUon Translucent oz-Mxo160otoC2 Nova and slucones 1/8"ANNEALED GLASS W/0,090" ^.�t 1Y �p Za a= 41 Hurricane Tilt Latch —1057A-003-EW Vismnindustries —►i -"�--- KURARAYAMERICAINC. ,9o;._STATEsp f�w�' 42 SafaSoall.ock 322OSS-003-EW Vision Industries TROSIFOL INTERLAYER,7/16" 41 SafesoalKoo er 8292A-003.EW Vision Industries AIRSPACE W/STAINLESS STEEL °.S,SONP���:6` , ---44—#&18x0,850 Flat WakrShoulder/Snsh I Hurricane Latch 137341 GLF Co oration------ ---- ------ -- _--- - - ----. --�fryfrrrpFdIT�__ 45 #8x11/4"Tok White ILocks 120376 GLF Co oration SPACER(TYPE SS-D),INTERIOR 46 46xrTakW%1Kee are 116821 GLF Co oration 1/8"TEMPERED GLASS 47 #6 x 1 114"Tok Whim I Im ost Mullion Reber 156180 GLF Corporation 48 #8 x 3112"Phil Pan HD SMS SaltSpray I Impost Mullion 120911 GLF Co oration 49 !l 0626 x 0.194 Washer llm ost Mullion 145030 GLF Co oration 5o it 5 x 318"Tok 1 Screen Clips White 116506 GLF Co oration 51 CAM Type Swee Lock 13220SS-003-EW ITruth Hardware GLAZING DETAIL 2 52 1 Face Mounted Keeper — I Truth Hardware Steel Installation Fasmners FIXED LITE HEAD SHOWN.SAME PRODUCT REVISED 62 #12 OR 014 WOOD SCREW n/a Na Steel g on wnh the Flod4a AT SILL AND JAMBS. a"I"N. �° 53 114"ADVANCED THREADFORMTAPCON No ITW Steel NDA-No. 20.1103,09 54 #14 SHEET METAL OR SELF-DRILLING SCREW n/a Inla Steel Expiratlon.Dam 0 7/2 212 0 2 5 (11 HyVade Metals Spedfution:M5110a510 1m0,CSTypo Rand a,30ksl to Wksi Yield Strength,G4OGalxanlred D (1)ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). Mi..L7laEea lO n--r