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HomeMy WebLinkAboutNotice of Acceptance MIAMI- E TY ®® � EU D7T[ R ON DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(REPO®E C r t 8 BOARD AND CODE ADMINISTRATION DIVISION ST..LUMEM_w!s 99 TANCE NOA r s. dade.g ov/ ui din,, Regency Plus,Inc. 2000 Locust Gap Highway ��� r®��Mount Carmel,PA 17851 C 12P 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 ( ty) ( ty) g 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.RE 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. ESCRIPTION: Series 115405"White PVC Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: 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.,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, 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,lthen 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. :M / NOA No.20-1103.09 14 MMM COUNTY` �+z• Expiration Date: July 22,2025 01/21/2021 Approval Date: January 21,2021 Paget 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 tinder NOA No. 08-1210.12) 2. Drawing No.RPLS0063,titled"Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6,dated 11/26/08,with revision J dated 01/08/18,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso,P.E. (Submitted under 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 TAS 202-94 along,with marked-up drawings and installation diagram of a white PVC horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. 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 sealed by Joseph A. Reed, P.E. (Submitted under NOA No. 20-0526.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51' . Edition(2014),dated 03/31/15,with revision dated 09/01/15, and updated to the FBC 01 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 tinder NOA No. 20-0526.03) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 05/09/1.9, 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. Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.09 Expiration Date: July 22,2025 Approval Date: January 21,2021 E-1 i Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I F. STATEMENTS 1. Statement letter-of conformance,complying with FBC 61h 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 Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window -- L.M.I., approved on 1 Olt 1/18 and expiring on 07/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 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 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 71h 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.20-0526.03, issued to Regency Plus, Inc.for their Series 6'5405" White PVC Horizontal Sliding Window—L.M.I., approved on 07/02/20 and expiring on 07/22/25. Sifang Zhao,P.E. Product Control Examiner NOA No.20-1103.09 Expiration Date: July 22,2025 Approval Date: January 21,2021 E-2 REGENCY PLUS INC. o SERIES 5 X HORIZONTAL SLIDINGWINDOWm a 4 N U Q LARGE MISSILE IMPACT LL j w On 0 rOn 6 INSTALLATION ANCHORAGE DETAILS � Q o W i �� y a p0 ao p E NOTES: j a 7 ul w Oi 'THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 71h EDITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). _'K J y 2. 2X WOOD FRAMING,1X OR 4X W000 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. 3, IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN IX BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE S $ 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 25 MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. z �'g n O 4, THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAB 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-22724.1.DATED 0427120 BY NATIONAL CERTIFIED TESTING LABORATORIES.YORK.PA,SIGNED AND SEALED BY HAROLD u ff RUPP.FLORIDA P.E.VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO.19.0312, y S Y } O 5. MATERIAL: < -� 5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC PER CURRENT MIAMI-DADS NOA rj= 52. REINFORCEMENT: ? n m of 5,2 i. GALVANIZED STEEL TUBE(D.730-X 0 434-X 0.06'THICK,Fy-30.50 ksi&F.=37 5.68.7 ksi)-SASH PERIMETER 5 2.2 GALVANIZED STEEL TUBE(0.935-X 0.730"X 0.05'THICK,Fy-3C-5D ksl&F11=37 5.68 7 keI)-FIXED MEETING RAIL p IL!¢L.NO V)E w= 5.2.3, LAMINATE GLASS INTERLAYER'TROSIFOL INTERLAYER BY KURA.RAY AMERICA,.INC.PER CURRENT MIA%DADE NOA. }F w O Lu x `{ = 6 GLAZING' Z U)tr xZ 611. GLAZING DETAIL AS TESTED: 6111, OVERALL.7l8"NOMINAL INSULATING LAMINATED GLASS. O O 6,1,2 GLASS THICKNESS:(1)LITE OF 118'NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. �_I�~s, H,�I . 6.1.3. LAMINATED LITE:(2)LITES OF 116"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090-TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. N Z � 6.1.4, SPACER TYPEISIZE:7/16'NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). 6.15 GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKA FLEX'55Y BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. o ®o&$3 6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A OUROMETER.GASKET ;n pp MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DL'ROMIETER WHERE APPLICABLE. w 8 6.3 AS TESTED GLAZING MEETS ASTM E130M9a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT, w U F s4 07 APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ, In a$n" y n 6. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1116'OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1!4'. R.bIa- RE S. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4'FLAT HEAD TAPCONS CB WITH SUFFICIENT LENGTH TO ACHIEVE A 1 IX MINIMUM EMBEDMENT INTO CONCRETE WITH 1 I/T MINIMUM EDGE DISTANCE AND 1'MINIMUM EMBEDMENT Flond J."Il N. 752 ( ) FIOri4o P.E.10 4975: INTO MASONRY WITH Y MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IIJ ELEVATIONS AND INSTALLATION DETAILS.4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+!-1'TOLERANCE ,`tttt,pµF$+Ly4jeN 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING. --- `1O® 0 EN9.,P-, 10.1. #12 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8-M1141MUM EMBEDMENT INTO SUBSTRATE TABLE OF CONTENTS WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR..-TO-ANCHOR SPACING OF T ON CENTER.LOCATE ANCHORS AS �,.• No 49�32 SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+7,1"TOLERANCE. SHEET DESCRIPTION ?sfg x e _..._�..-._ 102. #14 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A i 112"MINIMUM Et.1BE0MEN71NTOSOBSTRATE """"""""" '............ " WITH 1'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF Y ON CENTER,LOCATE ANCHORS AS 1 NOTES SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE I-1"TOLERANCE, 2 ELEVATION AND ANCHOR LAYOUT(WS AND CS SCREWS) IOF•��� 11. FOR ANCHORING INTO METAL STRUCTURE USE#14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS ISMS)WITH SUFFICIENT 3 ELEVATION AND ANCHOR LAYOUT(SMS/TAPPINGISELF-DRILLING SCREWS) LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3W MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OFT ON CENTER.LOCATEANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4 VERTICAL SECTIONS-COMPONENT ID DETAILS,A14CHOR LOCATIONS HAVE+C-1'TOLERANCE - 5 HORIZONTAL SECTIONS-COMPONENT ID&FRAMIE-CORNER CONSTRUCTION 12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING 6 VERTICAL SECTIONS-WOOD AND CONCRETEIMASONRY SUBSTRATE ANCHORAGE 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 7 VERTICAL SECTIONS-METAL SUBSTRATE ANCHORAGE&INSTALLATION NOTES INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. HORIZONTAL SECTIONS-WOOD,CONCRETEIMASONRY&METAL SUBSTRATE PRODUCT REVISED 13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)A14D 0 55(HVHZ) B ANCHORAGE e�n`al,o aw.I�'rk�Fl`Ae. 13,2 CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 25DD PSI Noa-0.. 20./103.00 133, MASONRY-STRENGTH CONFORMANCE TO ASTM C-00,MEDIUM WEIGHT WITH DENSITY-117 PCF 9 COMPONENTS a P41.tI a.R.I.0 712 212 0 2 5 134. METAL SUBSTRATE:STEEL 18GC0 0428'T,Fy=33KSI I Fu=-45 KSI OR ALUMINUM 6D63-75 0.048'THICK MINIMUM.- - - "-:p 7 ---- -- 13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. TO BILL OF MATERIALS&GLAZING DETAILS niemw.a. ree=ce control Q � Q a K K 63"MAX. SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW FRAME 74"MAX:.FRAME —�. a 00 HEIGHT --'--- -- — INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING wlorH 0"SASH HEIGHT 32" 33" SCREWS) OR CONCRETE/MASONRY SUBSTRATE ^LL oLL F D,L.0-WIDTH D.L,O.WIDTH (CONCRETE SCREWS) W o U Ort = O 56 D,L,O. 57 4"D.L.O. j A B B I HEIGHT 4 4 4 HEIGHT a o o W$ o Y 7q w3 O J Y g �y. • O Meeting Rail E zv n u o X 5 (� 5 ETAIL 1 4"O.C.TYP. oz ^ -� (SEE SHEET 5) r o� 3 4"O.C,TYP. < i F �= m % 1 6"O.C.TYP.�-{ f�— Z �o � J 6Lo TV o Uv~i5_= a A B ^ 4 4 4 3"TYP. - 't a 0 0 6 � e{ 35 "SASH 3, << og'� �g^ eLL�o WIDTH % g 50 ai 14 O.C. SERIES 5405 VINYL XO-OX TYP. NW §J HORIZONTAL SEEDING WINDOW X O p _W s� WEEP HOLES; EXTERIOR VIEW 8 w C ag�4 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL to h' 2. 0.180"DIAMETER LOCATED I"AND 1.5"FROM EACH END OF THE BOTTOM RAIL %` Rue<ni Amoroso,PE Fl..da PE Na IP-52 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK �t�q,utttetp,�� 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL �J�� TRACK ��CENB q A ;- Rio s9V12 ,1''5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF 5 SERIES5405 VINYLXO-OXHORIZONTAL �THE EXTERIOR SILL FACE SLIDING WINDOW '� `6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK • �9 STATER EXTERIOR VIEW-ANCHORAGE F (oR:o••. 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE ��s -"* WOOD AND CONCRETE/MASONRY SUBSTRATES �'�ipsO.... INSTALLATION NOTES: DESIGN PRESSURE RATING(PSF) IMPACT RATING 1. HEAD AND SILL ANCHORAGE THE SAME. ' 2. JAMB ANCHORAGE SAME. Noy-no. 20.1107.09 LARGE MISSILE 3. +/-1"TOLERANCE ON ANCHOR LOCATION. +55.0/-55.0 IMPACT It TAPCON MINIMUM SPACING IS 4"OC. CT REVISED 3.2, WOOD AND TAPPING SCREW MINIMUM SPACING IS 4"OC. PRODUCT a.a..Np w11B fh FleNtla amtaino boa. eaptr.tl-.oat.0712212025 Mla a• uet Cantor FRAME FRAMME SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW HEIGHT 74"MAX,FRAME .........................................................................VINYL . .........1. � I § WIDTH INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR 6 60"SASH HEIGHT 32" 33 SELF-DRILLING SCREW) D.L.O.WIDTHD.L.O. I-D.L. WIDTH L) a s 0 56 J"D.L.O. g g 57 2"'D.L,O, ILI 7 HEIGHT HEIGHT 93 I)j . ........................ Meeting Rail 20 N Z, x 4"D.C.TYP. DETAIL 1 4"D.C.TYP. 0z (SEE SHEET 5) 2"O.C.TYP.-- wac'TYP.— [ 1 55 D.C.TYP. G z ill.O.C.TYP2" 4'O.C.TYP. z . 1..0 - ------- ! 0, v 11 ill O'c' =)a.0. F �Z 6"O.C.TYP. w 00 .. ............. — TYP. ...................... " .. . X XQ tuof)6<<OZ a tu xz Q —14 3"TYP. m - 35 WIDTH 9z >0 va a SERIES 5405 VINYL XO-OX �2 HORIZONTAL SLIDING WINDOW x w WEEP HOLES: EXTERIOR VIEW 14-41' P TYP. O.C. 2 rE 1. 0.25"WIDE BY 0.25"HIGH LOCATED EACH END OF THE BOTTOM RAIL J Ane ueo.RE 2. 0.180"DIAMETER LOCATED 1"AND 1.5"FROM EACH END OF THE BOTTOM RAIL Fl.,,d.P E No 40152 '$1611111101" 3. 0.875"WIDE BY 0.375"HIGH LOCATED EACH END OF THE INTERIOR SILL TRACK 0 4. 1"WIDE BY 0.25"HIGH LOCATED 1.25"FROM EACH END OF THE EXTERIOR SILL 'q TRACK A A A" AA A ANo y49 52 .0 zh 5. 1.25"WIDE BY 0.25"WITH PLASTIC WEEP FLAP LOCATED 3"FROM EACH END OF .1 I THE EXTERIOR SILL FACE 4 S EIRIES 5405 VINYL XO-OX HORIZONTAL "10 6. 2.5"WIDE BY 0.375"HIGH LOCATED MID SPAN OF THE INTERIOR SILL TRACK SLIDING WINDOW V.4-, 7. 0.25"DIAMETER LOCATED MID SPAN AT THE EXTERIOR SILL FACE EXTERIOR VIEW'-ANCHORAGE 1�1'101110NA STEEL SUBSTRATES DESIGN PRESSURE RATING(PSF) IMPACT RATING INSTALLATION NOTES: 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 SPACING IS 2"OC, IHOA-No. 20*1103o09 Q Q 0 VERTICAL SECTION VERTICAL SECTION B VERTICAL SECTION $ LL o W HEAD-COMPONENT ID HEAD-COMPONENT ID - HEAD-COMPONENT ID o N0 0 4 w r-o I-n 9p w�-' Ws w,S g r, '-zz aqa a 17 - 'tj w 41 d 4 -L I� 41 © 41 � © 6 g z o 6 I I 13 a a e ,13 o I I 0 P I I t5 z�a 38 - I 5 D a N z 16 2 I 41 9 2 a H ���.� 0 5 20 K JJJ _ m r J 26 20 21 21 20 ?xa oo Ym SEE GLAZING L J SEE GLAZING 21 [S:DEETGAf ING y w o z ` 2, SEE GLAZING DETAIL 2, DETAIL 2, 1, oan�zp DETAIL 1, SHEET 10 SHEET 10 SHEET 10 w o c~� G E SHEET 10 w2,XN e� EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR � �Z� >E 21 21 � Es 43 L�.�` 26 20 23 21 21 20 9 w d',id 22 20 5 22 20 5 It m 13 9 13 0. 1 3© a ,7 16 D 15 t5 - '(jy fin} Robert J:.Irmvsa P E 1 (� 16 U 16 16 flotldaPE 1404D752 LLLJJJ 1 VV ''�IJJ �ar..unyrr 18 0 33 U.....-- '! ems` STATES Iwo 4 4 17 18 3A 3A 18 3A �y„rQNAj1�p• (A ) VER TICAL SECTION V�RT�CA� SECWD N VERTICAL SECTION SII.L-COMPONENT ID ONF..NT SILL-COMPONENT ID PRODUCT REVISED as omPlYinB wllb lba Ileada Dulldlnp Coda NOA.N.. 204103.09 Daplratf-R.I.0712212025 ' Mia-rr�0a®Pro uct Conlro K C C SEE GLAZING N S DETAIL 1. SHEET ,o ;3' ;s 1 INTERIOR 2 .15 .15 13 11. INTERIOR 10 9 orb �Z a O w 0 d 7� — 0� a� w_ a N 3A 52 p 20 Q N m o IL�I,J 3 z g 0 17 16 17 0 . 16 0 �40 _ o O Ogw l=J 21 za$ oLL ti 38 SEE GLAZING 4 $ o J 1 25 13 14 15 SHEET 0 �0�i w .� U) EXTERIOR EXTERIOR EXTERIOR =ate ND { a i�w=a U rnm u HORIZONTAL ,g. HORIZONTAL HORIZONTAL ���6cn �2 c ��.xz d� g Jo SECTION D SECTION SECTION >y i�rfi OPERABLE LI'I'E MEETING RAIL FIXED L[TEr ®` JAMBS-COMPONENT ID JANIBS-COMPONENT ID JANIBS-COMPONENT ID z 0 0 O 1 y = LLOM Robert J Artwru P E Flond P E No 49'52 1 E344�tlp��. aL� +re•�Flo 44 52 s�'p�3 Jam'A p�`STgTE}$'1 4wi ��fiFS'+�OFt\pf;0? . � ® 3B DETAIL 1 PRODUCT qREVlSEO a.co p C%wllh a Florid. MASTER FRAME CONSTRUCTION 1,10A Ro. 20.1103.09 (SASH FRAME SIMILAR) E.PIr.R.nG.r.0,127,202s al.m or .cc o.ao "m p FOTHERS (SEE LY SECURED 1X - 1/4- ITW TAPCON #12 OR #ti W000 SCREW 52 PROPERLY SECURED 1X UCK BY OTHERS - 53 INSTALLATION ANCHOR INS7ALLA710N ANCHORS WOOD BUCK BY OTHERS H m OTE 3, SHT. 7)� (SEE NOTE 2, 5H7. 7} _ 1/2" MIN. #14 WS' I" MIN. EDGE DIST. PROTECTION BY EDGE DIST. 2 V45 - 2X WOOD $ u �, '� 1 7/8" MITI. EDGE DIST. E 3, SHEET 1)-� dBY OTHERS f HIE NOTE 2 T. ) ti0 G^ -i S EATH NC S (SE SH 7 Y OTHERS-- �, 1 1/2" M11J BY OTHERS 'E �, SHT. 1) � j EMBEDMENT EXTERIOR FINISH- ,'NI f �`'•Fy. J #14 WS: 1 1/2" MI14 EMBEDMENT 1 14" MAX. BY OTHERS 12 WS: 1 3/8" M1F! EMBEDMENT SHIM SPACE EXTERIOR FINISH__..._../ 1/4" MAX. m BY OTHERS _SHIM SPACE PERIMETER CAULK-'-- BY OTHERS o PERIMETER CAULK J I a m o BY OTHERS (Q�— yin{t g Ix ztija u \ $ N~ Ya z� °rm m n I yz z)V) z J acyn Nm . c3 0 L i=o K t41FIGOW EXTERIOR lD1IE$LQS EXTERIOR ' w ppa¢O s q 11EICHTINTFRIQ t9 p d III y WINDOW U c.E rG1.11 Lu I'- an w z Z vt � � U �='"E u`Sp �Nio AN HOR O-SUBSTRATE w y B c^}u E E 157ANCES ARE It p , ICAL AND ( ui o 0 m LL M S RED TO BOTH l� n SI S OF SUBSTRATE (UI Roben:&wwso PE 2 _ Florida PE No 40'52 o v�sv�P►df3 4q�� v A �- _ .����5 O,Q PERIMETER CAULK ;410EN.........&* BY OTHERS_�- 1/ MAX. � 1 '4 MAX. i�f$ i ,. FSHIM SPACE i ......--.---_' •-•---,- SFiItd�SPACE � 'a�'� Nm 49 s2 �•,�„a r —..---... PERIMETER CAULK •-�. __ -- --. - "Ac � 'J '*= " BY OTHERS—- EXTERIOR FINISH-- „ ^r""S": ,;.,;, =••*•< 14 WS: 1 1 2 MIN. EMBEDMENT '7t BY OTHERS �...,,..=., _ _. tY SrnrE� i- 1ti ..... #12 WS: 1 3/8" MIN. EMBEDMENT CONCRETE BY OTHER) c n �� a n EMBEDMEIT `F ^� �i ..... (SEE NOTE 2, SHT 1 II' .Ii pynu�nvwa na EXTERIOR FINISH PROPERLY SECURED 1X-�' � BY OTHERS I, ',.,•• WOOD BUCK BY OTHERS (SEE NOTE 3, SHT. 1) SHEATHING 2X WOOD 53 11/2" LAIN. BY OTHERS BY OTHERS WOOD BUCK PROTECTION INSTALLATION ANCHOR EDGE DIST. P14 WS: 1" 1,1114. EDGE DIST. (SEE NOTE 2, SHT. 1) BY OTHERS (SEE NOTE 3, /j12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X SHEET 1) WOOD BUCK BY OTHERS -- CT RWIEVIIhB�FI-Id. #12 OR �}1A WOOD SCREW 52 (SEE NOTE 2, SHT. 1) NOA-No.K�20-1103.09 VER I ICAL SECTION INSTALLATION ANCHOR A e mk.0a O.t.0712 212 0 2 5 CC),\i'RC•if5 al€OS7RSTP — --- — VERTICAL SECTION eaiv� A iC K C #14 SHEET METAL SCREW/SELF-DRILLING SCREW 54 o t2 ro 6 3/4" MIN. INSTALLATION ANCHOR EDGE DIST. METAL SUBSTRATE U (TYP.) BY OTHERS =LL a w =ca EXTERIOR FINISH-.,- (SEE NOTE 2, SHT. 1) F 0 BY OTHERS ';ej .:I �. 6 �--' W Fo u 3 THREADS MIN. a rya o a n - r EMBEDMENT BEYOND - u INTERIOR WALL 1/4- MAX. a (�51-10A SPACE PERIMETER CAULK _ N n BY OTHERS 3 F g 0 u1 0 o INSTALLATION NOTES: ? �aQ• p ar 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING �. 1.1. WOOD FRAMING, 4J 3 B ANCHOR-TO-SUBSTRATE 4.2. STEEL STUD FRAMING, q a ti �1 EDGE DISTANCES ARE 1.3, ALUMINUM FRAMING,AND V S N 1.4. CONCRETE ANDIOR MASONRY 22fO 52 TYPICAL AND 47 I^ rn MEASURED TO BOTH N r Zoo m SIDES OF SUBSTRATE 2. 2X WOOD FRAMING,IX OR 2X WOOD DUCK METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE a a N ul L z DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND a a CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECTOR ENGINEER OF RECORD U =O Z in WINDOW 3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL u L,7�a U s N E HEIGHT PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED;1X W r X G 8N S' BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS 1Y a g Y h y:m a p7 EXTERIOg THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD DISSIMILAR MATERIALS MUST BE g Z 1 SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD (n s 4 SHIM AS REOUIREDAT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1116' rn In r OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK'T'O BE 114" w r wW �F�m 5 FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4'FLAT HEAD TAPCONS(CS)WITH SUFFICIENT LENGTH m `S �) TO ACHIEVE A 1 1/2'MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2"MINIMUM EDGE DISTANCE AND 1' y °, IL.11 MINIMUM EMBEDMENT INTO MASONRY WITH 2'MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 4'MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED Ftop<A:Amanco P F• 1/4" MAY. ANCHOR LOCATIONS HAVE I/-1"TOLERANCE FWnga PC 1ao 40752 SHIM'SPACE 6 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING ,a`1l1SAMBS eF *f PERIMETER CAULK----------. Q 6.1 *12 FLATHEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 13/8'MINIMUM ��4�4yGE/fgF.�9 BY OTHERS EMBEDMENT INTO SUBSTRATE WITH 7/8-MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR .G• i�"" SPACING OF 2"ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS Cs Na 4S 92 d ANCHOR LOCATIONS HAVE+/•T'TOLERANCE 6.2. #14 FLAT HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM �'P' STATE�FOF EMBEDMENT INTO SUBSTRATE WITH I'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR y0�•„� 1„,•°�lu�.`' SPACING OF 2"ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS i O"•t O R\�• ('1�J ANCHOR LOCATIONS HAVE+/-I"TOLERANCE EXTERIOR FINISH 3/3 MIN' 3 THREADS MIN,. "• 7 FOR ANCHORING INTO METAL STRUCTURE USE#14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS BY OTHERS ,1 EDGE DIST• EMBEDMENT BEYCaNb (SMS)WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL (TYP.) INTERIOR, WALL WITH 314"'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2.ON CENTER LOCATE N 14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS ANCHOR LOCATIONS HAVE-I-I" 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 RrEVISUD Y[y l C�aO L.]Lfi'CI ON 9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH v� uh the F(aNde pultdl�p �' J RlE7'1L.5UIi5'iRA"E ASTM E2112 wpuea. 20.1103.09 �/ [.arnwn a.se 0 712 312 0 2 5 uci4nrt�- Q ¢ K K 2X WOOD 1/4 MAX. n FRAME BY OTHERS�,SHIM SPACE" _ d (SEE NOTE 2. SHT. 1) 1/4" MAX. SHIM SPACE— (SEE 1 1/2" MIN. EMBEDMENT - CON:^,RETE -A :- FRAME SHIM AS REQUIRED— INTERIOR 1' MIN. EMBEDMENT— MASONRY a u xio tiW x ✓l14 WS' 1 1/2" MIN. EMBEDMENT #12 WS: 1 3/8" MIN. EMBEDMENT 53 1/4- ITW TAPCON INSTALLATION ANCHOR u q N o t; Wo Lit Z w¢ Qry a c Q 1 1/2"" IA114. EDGE DISTANCE - CONC, a s W w a w #12 OR ((14 W000 SCREW 2" MIN, EDGE DISTANCE - MASONRY �� w INSTALLATION ANCHOR r - \ CONCRETE OR MASONRY ,114 WS: i" MIN. EDGE DIST 8Y OTHERS �12 WS: 7/8" MIN. EDGE DIST. Q �.��J V (SEE NOTE 2. SHT. 1) p�PROPERLY SECURED 1X zz u d$ q _ WOOD BUCK BY OTHERS Z 4 m PROPERLY SECURED iX ;• :.: .r.;.,. - O 4\\ SEE NOTE 3, SHT. I oW WOOD BUCK BY OTHERS .,�,.,;•, (�--� ${ +,:. Q` ( ) F C (SEE NOTE 2, SHT. 1) r-ll _/ ` M \— o --WOOD BUCK PROTECTION BY/ \ NN SHEATHING EgEg[Qg • t OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS �\ 0(D -•'� 2(DFin Ul ti--EXTERIOR FINISHy'" EXTERIOR FINISH PERIMETER CAULK PERIMETER CAU BY OTHERS a a Q BY OTHERS BY OTHERS BY OTHERS q 3 llW 0 21 -2 x-a �rVERTICALSECTION � IX dz jq� t ` f 1t'gOUsIIISSTRt'fF ANCHOR-TO-SUBSTRATE D VERTICAL SECTION e �-J EDGE DISTANCES ARE cO.NCRLlUNL1SONRY o T< �Yl TYPICAL AND SUDS"fR,\`rE g z u-yZ MEASURED TO BOTH h 1/4" MAX. SHIM SPACE SIDES OF SUBSTRATE o V ®, INTERIOR SHIM AS REQUIRED W Q it � iw U n�m #14 SHEET METAL v o LL 54 SCREW/SELF-DRILLING SCREW g 5 a INSTALLATION ANCHOR R.bert J.A-.P E _ FlariJo P.E Ho�D752 3/4' M€tL EDGE VIST, (TYP.) LONER SASH JAMBS fO �+``+MES+'��bh C stlowN.SnttLau �Efie 'O9�',. { INSTALLATION FOR Ct No�4 52 .oZ (I© .__� 3 THREADS 6;114: UPPER FIXED LITE JAMBS. *:� it EMBEDMENT BEYOND INTERIOR WALL , STIITE'S ErAL( Sj SUBSTRATE BY NOTE TSHT ) 4:W ONA6rcaO`?�• \--EXT'ERIOR FINISH PERIMETER CAULK-- BY OTHERS BY OTHERS PRODUCT REVISED v 1. with m.Fl.da. - o�1ie+;y�L. N01+•l1.. 20*1103.00 E VERTICAL SECTION E=pl.tu. u.1.07/2212025 -- \12'1'AL SDOST'R.CrG -- -- ,0 o N W MAIN 17RAhIli SASEs S1'UV FRAME; PUCKE'1'C( VLH POCKET INSERT SAS POCKI I'COVER ) x WHITE RIGID PVC COVER WHITE RIGID PVC v WHITE RIGID PVC WHITE RIGID PVC Q WHITE RIGID PVC TYP.WALL TICKNESS 0.070" a 4 i7Q•— TYP.WALL.THICKNESS 0.070 TYP.WALL THICKNESS 0.070"' TYP.WALL THICKNESS 0.070" TYP.WALL }"�— THICKNESS 0.070" 6 � �:.. �, t.a:•e t.WA tr b••I-----" 2.730" i p .z 1 � 0.565" �--.t.n]c .. Y GLAZING BEAD STOP GLAZING BEAD STOP IMPOST MIJLLION/FIXED SASI'I FRAME GLAZING BEAD S•I'OP/SASH �ro��� 9 WHITE RIGID PVC FIX ED LII'EIII:A D AND JAMBS FIXED Lt I ENIELi'INO RAIL MEETING RAIL Ll WHITE RIGID PVC' «� {5 WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC TYP.WALL THICKNESS 0.070" TYP.WALL TICKN .055"' LL TYP.WALL TICKNESS 0.070" TYP.WALL TICKNESS 0.060" TYP,WALL THICKNESS 0.066" z s e ° It -1------ O.as1" p f t.nst ���666 us' 0.329` 1.000" —�i t`"'� 6 =3 V1 T Q '- J —1 4 tY Z 'G. o �w.0 Z o. ". GLAZING LIFI'RAIL HANDLE � IIURRICANE w=.°o L,s F ; INTERLOCK COVER 1 1 SASH COVER l 5 TILT I.ATCEI w WHITE RIGID PVC WHITE RIGID PVC L, ac s TYP.WALL THICKNESS 0.055" TYP.WALL THICKNESS 0.075" WHITE RIGID PVC STEEL-ZINC COATED `i �d z I TYP.WALL TICKNESS 0.065" N >` R ll t 637" 0.953" "'mot— O.t76•--.•- 0.323` 3 ---��1.722" I 1 3 0 395" twn I ---111 u•z 111 6205^ 0"^ 0 377• Rvbx J.AMnisn.P.F. 0 166" —q(--� florid]P E No.4a752 0 377" ^ i 2,260'I 'a jAMES s �i4G� 5 522" - k{�}CE Ng�"••O9'U'i• 0 e5g, '13 REINFORCF"MENT o4 REINFORCEMENT o6Q3" 1-T �� ��0 0 las" STEEL STEEL 1Qt2" •,,a� •ton}°•'o`: TYP.WALL TYP.WALL ! hi,S�ONA„ pd`�� THICKNESS 0.06' THICKNESS 0.05" f a t57" a 544" 0.437"(TYF) 0.730• . �-- -0,730" -�--+--0.935" PRODUCT REVISED euiw`mo Ct odswnlM1 Ih�FtaAd. NOA-N.. 20-1103.09 e.pintlon R-1-0 712 21202 5 mom b- .-b'mduct conomT- Series 5405 XO Horizontal Slider/Bill of Material Item No.I D.scri don I Part Numbers Isuppiler Maurlal ar Note m 0 Fnme Cam odors cw3 pa Master From. N White,100017780,_,,,,-__Ens it Ro ay 1 _ White PVC(2) 2 S sh Stop Fnmo Covn Heed NWhita 1070f7730 Enerui l Royal W111te PVC.(2) ....... - . ....... ... , 3A Pocketca-r IV Whit.107317724 Eneq fRoyrl White PVC(21 .1/2"GLASS BITE _78 Pocket Corer NWhlto lTT6 f7T]9 Ena Irg IROYeI ___Whha PVC_(21_,_ cFLL L3 4 Pocket Insert N White 1079)T13T Eriarriliftyal While PVC 21 —aS sash Fnme„[Opana,Bog Soeb �, __-_•� _- - � 06 EnenlifRoyal WhImP 7!8"O.A.LAMINATED GLASS OVJ2 c : etlFlaedSectn NWhIlologo 7775] Ene iiao a1 Whit.PVC 21 INTERIOR CONSISTING OF:EXTERIOR �V 7 w o aImpostMualonFlxdSactlon "u ___ N �a ang„V Whltu,13821T750 Ene Irg1Rayal _ WhBaPVC(21 ) V mE o_w 8 Glazin Head Slop O omtin Sssh)IVent; IV Whit.106717746 Ene l!Ro al White PVC 2 \ ANNEALED GLASS W/0.090" t0 GlazingLihrallHandlcl0peratinOSash)!Vent NWhlte10581T747 Ena IIRe.I White PVC 21 KURARAY AMERICA INC.TROSIFOL it k,,WdockCover 0 .Wl sash IVont NWhItp118017777 Ena Ilfto of wnitoPvcili INTERLAYER,7l16"AIRSPACE W/ 3c 12 Sash Covpr O anti. Sash IVonl NWhIM1078 1 77 25 Enollll Roy; Mile PVC 2 I " Reinforcement J STAINLESS STEEL SPACER PE 17 Opan_ tin05ashIRainfarcement ST•22q-14d-0067 H rado Metals .06'Q11.1 / SS-D),INTERIOR 1/8"TEMPERED 14 knpc.eMullbn(Fir4d MvoUng RAM Ralnforeomvnt, ST-888.168-00GII - -„ Hypmdo �,�S,S 3 0 _ .. ,n. 16 N 6 a 618"Tole I Reinforcement Fastener 117595 GLF Cer on0on pQ O tl Waalhmxtd 1 O 16 110x.300Fin Seal Pocket Cover 1107317724 W23303NW000O Mira Fab '� 16 1fDx.300 Fin SmlPockalcovar11a7]17714 W2J]WNW0000 Ultm-Fab EXTERIOR / GLAZINGDETAILt 0� 16 210x.300 Fin$outhnpostMulibn 1106317736 � W23303NW0000 Ultn-Fab OPERATING SASH JAMB SHOWN. o 3 17 .187x.300 Fin Soal Imadrek C...11118017727 W2330INW0000 Utka-Fah Y 17 .187x.300FIn saallnt.0-1,Cover e I Blocks/1180 17727 W1330INV'10000 Ultra-Fan 8 4 SAME AT HEAD AND STILL. a3 u''i13 17 -187 x.300 Fin 6calSash Frame 11282177_SQEmral W2330INW0000 Ultra-Fab Z 17 .107 x.300 Fin Son)Sash Framo 11252 177601 Exiariar Top W233DINW0000 Ultra-Fab m h 18 .210 x.220Fin Saol Sash Fnmv 112821 T7501 Exterior Soso W23223NW00g0 Uftm-Fab l j d tV(7 m Z 19 270 x 120 Fin Seat Sash Frame 1 Sin le Log Screen Fnmo G�InIW112ZSTW0000 Ulna-Fab ...._IO Wat Glaze fOpentlnq Sashl HFixed Section! -_._ _5523ika8ox_Black 9ika US_._._... .. .. ._. U to it X� M1 21 E7882.7mm1090 PVB IntpdayorlG Hurrkano Lnminalo Cardinal WUa 22 G(asssedici 8bck.Fl-d Base 2N6.8K-0.126-032-064 Fnnk Lowa i^ •�. 4 V. O U U.aV�E 31 GUss Somng Bbcks Sash Basp 2NB-DK-0.I25-028-028 Fnnk Lowo A / /�O \ -i F-z _ _ 1 24 ENDUR Its with XL Edge Ss Spacer SS-0 TYPE) — Cardinal 5411n1oss Steel d Semen Components idol all campvdeals 10'ad In section Views) / 5 INTERIOR w �� a 25 L1UjtLjq Frame Now White OS516NEW191 Sha o.Unllnlied 1 28 Dio Fnm Now Whha 06515NEYi92 Sha o Unlimited su ® �27 2564 20 25 Fired; ss Sc-2 Cloth Ch....1128'x 600' 300I6o6 Phtior ' 4 wkig 2A9 ScnnnS Vne NIW Elf-FLX-0165•BK Im arWIPWVUCUSA ]o AluminumCamarN s CK25ZX260 H ndaMomN 1 / 1/2" GLASS BITE y q 3 1 5croon Clip Claar H-3150 Prod..Dasi n - Mise.Components.Hardware and Hardware Pasta no floc ON components ID'ed In seetlon views EXTERIOR 32 Wcep,Nob CvvcrWhhq. H-805WNZ P(oduct Design \ / ...B ....:....... ........ ...... .._..,.,.... ., .......,...... .. _. Rokod J..E Noao.P.E. 13 Stainless Steal Ball Bearing Roltom WR034t3 product Design \ � Fbdda P,E No dv753 34 Black Gbzing_Layo 118 x 310 A 05"Fixed Section VE1,14G.12098 Induslif.15ales 36 Interlock Cover O nraHn Sash/Vent HH-00156 CO Vinyl Clinical RH Products --- 7/8"O.A.LAMINATED GLASS `0�s1..........MES ri�, 36 LI8n0 End Cap9 Wnl�._..._..._..................... 0g166•C001 S.I.L.PUstic Q. �7 Stainless Sic.]Staples 318 x 112 Sash BEA80110 Smith Staple 24 CONSISTING OF:EXTERIOR e�., F•.,G� _3e LAMINATED GLASS NOMINAL te0 Xw 1 4 79 Hurricane GndeSpits C6025 James 3 do wtre 1/S"ANNEALED GLASS W!0.090" 40 AccessaN Pons LsAN tJon Tndslucent 02-MX0150010C2 Nova aM SNlCones p .- ...._. 0 .._. �p i STATE'02 61 Hurricane Tilt Latch. ....... ...................�.. �'.1067A-003•EW Vision Industries .........._.__...................... KURARAY AMERICA INC. 42'—Safe Soal Leek 3 220 5 5-00 3•EW Vision Industries TROSIFOL INTERLAYER 7/16" �.3'P1e'A�ORto*•��`'o�� 43 Solo Seal Kaoper 8297J1003.EW visbll tnduseHos �—'— AIRSPACE W/STAINLESS STEEL �!h STON....E'N6� 46 a 8-19 x 0.850 Flat Water Shovioarl Sash 1 Hrrk f uano Latch 1773a GLF Cv ended r 1 4fi q8x 11f4-Tole WhitalLocks 110376 GLF Co.ended SPACER(TYPE SS-D),INTERIOR r'"" 46 0611"Tek Whit.IHee ors 118921 GLFCor vntivn — 1/8"TEMPERED GLASS 47 q6x 11M"Tek Whhollmpoet Mu9lon Reba, 156180 GLF CoMon0ori 48 q B x 3112"Phil Pan HD SMs Sett 5 n /xn ast Mu0lon 120913 GLF Co ontlpn , 49 10052610.194WasliarlimnoslfAulibn 146030 GLF Co)on0on so _m 5 M 71®"Tek f sarepn cN�s wnNa tt6sB6 GLF cp ponue� _.. ..,..._ ,.. GLAZING DETAIL 2 ......11._..,CAM Type Sweep lockµ _..-. ..,-. �. .7720SS-003•EW TinEr Hordwara 62 Face Mounted Keeper — Truth Hardware Steel Installation Fastanors FIXED LITE HEAD SHOWN.SAME PRODUCT REVISED plytna MN IM rlydd. NOA-Ne. xa1+D3.09 _ 62 g120R q14 W0005CREW nla Na steel AT SILL AND JAMBS. euUdtnvem. 63 114"ADVANCED THREAD — FORM TAPCON nfa ITW Slept E4 q14 SHEET METAL OR SELF-DRILLING --.�� DRILLING SCREW n!a Na Steal - Eaptotloa pan0712712025 lttliypade McWLSpod1la11oe N5R)aeSI01a14[SType Aaxxl0.IDkL rabbi Yield Sbe.y h,GtlOalnnlratl _ _ _ 8Y "". (](ENNLLEENESSMTONSOLU)mNS USA,MC.,PER CUMENT 141A?A-p NOME OFACCEPTMCE(NOA). 'o'r SAINT LUCIE COUNTY UNIFORM RETROFIT WINDOW & DOOR SCHEDULE PAGE1 OF1 NAME:Aubrey, Tajuan SITE ADDRESS:6910 Shannon Drive, Ft Pierce, FL CONTACT#:(402) 305-0733 1 2 3 4 5 6 7 8 9 10 PRODUCT REQUIRED OPENING HAS NEW MULLION APPROVAL ZONE Impact DESIGN OPENING SIZES EXISTING SHUTTERS TUBES OPENING PRODUCT PRESSURE PRESSURE LOCATION Glazing SHUTTERS REQUIRED REQUIRED LOCATION ACCEPTANCE RATING ID NUMBER WIDTH X AREA IN 4 5 (+)PSF (-)PSF (+)PSF (-) PSF HEIGHT SQ FEET INTER END YES NO YES NO YES NO YES NO IN INCHES 1 20-1103.09 55 55 36.1 39.3 73X38 19.2 .2 20-1103.07 55155 37.8 41.0 36X38 9.5 3 20-1103.07 55 55 37.8 41.0 36X38 9.5 4 20-1103.07 55 55 37.8 41 .0 36X38 9.5 5 20-1103.05 55 55 37.8 41 .0 36X25 6.2 6 20-1103.07 55 55 37.8 41 .0 36X38 9.5 7 20-1103.09 55 55 36.1 39.3 73X38 19.2 8 20-1103.09 55 55 33.8 37.0 73X62 31 .4 ✓ X X -- - - - X IDENTIFY OPENINGS ALPHABETICALLY OR NUMERICALLY ON ELEVATION SHEETS. IDENTIFY VERTICALLY STACKED GLASS IN THE SAME OPENINGS FROM BOTTOM TO TOP WITH SUB NUMBERS(Example:A,Al,A2,.ETC.). Broward County Fenestration Voluntary Wind Load Chart* Per ASCE 7-10 Method.1,Part 1 and FBC(2017)for Retrofiting in Accordance with Formal Interpretation#i5 For Detached One-and Two family dwellings and Multiple Single-Family Dwellings(Townhouses) with Mean Roof Helght S 30 feet Wind 170 mph(3-second gust)/E)i;iasure C"•/Kd=0.85/Krt=Z0/,Pressures are In PSF/Not for use In Coastal.(E.xposure'O'arias). °Using Allowable Stress Design methodology(P=,0.6w)/°'Exposure shall be determined according to ASCE 7-10 Section 263.3(Exposure Categories) Effective Mean Roof Height of15feet Mean Roof Height of20feet Mean Roof Heightof25:feet: Mean.RoofHe)ghtof30feet Location: !Alind, Zane Zone Zane Zone.; Area Gable or Hip 3 X Z a. Roof + _ + - + - + P37 + - + - + - + + - + - + - +. iftZ) _ 10- Gable/Hip 16.0 -37.8 26.0 -63.4 16.0 =95.4 16.3 16.3 -67.4 16.3 -101.4 17.1 -42.1 17.1 -70.6 17.1 -105.3 17.8 -43.7 17.8 -73.4 17.8 110.4 20 Roof 16. -36.8 16.0 -56..7 16.0 -79.1 16.0 16.0 -60-2 16.0 -S4.0 16.0 -41.0 16.0 -63.1 16.0 -88.0 16.7 -42.6 16.7. -65.-6. 16.7 -91.5 50 0 5 7° 16. -35.6 16.0 -47.7 16.0 -57.4 16.0 16.0 -50,7 16,0. -61.0 16.0 -39.6 16.0 -53.2 16.0: -63.9 16.0 -41.1 16.0 -55.2 6.0 -66.4 100 (0 to 1:5:92) 16. -34.6 '16.0 -41:0 16.0 -41,0 16.0 16.0 -43.6 16.0 -43.6 16.0 -38.5 16.0 -45.7 16.0 -45.7 16.0 -40.0 16.0 -47.4 16.6 -47.4 10 Gable/Hip 21. -34.6.:21:8 -60.2 21.8 -89.0 23.1 '23.1 -64.0 23.1 -94.6 24.3 -38.5 24.3 -67.1 24.3 -99.2 25.2 -40.0 25.2 -69.7 5.2, 103.0 20 Roof*** 19. -33.6 19.9, -55.4 19.9 =83.3 22.1 21.1 -58.9 21.1 -88.5 22.1. -37.4• 22.1 -61.7 22.1 -92.7 23.0 -38.9 23.0: -64.1 3.0 -96.3: 50 7°:<0 5 27° 17: -32.4 17:3 -49.0 l7.3:-75,6 l8:4 18 4 -52.1, 18.4 -80.3 19.3 -36.0 19.3 -S4.6 19.3 -84.2 20.0 -37.4. ,20.0 -56.7 ZO:O _87.5100 (1.5 to6:12) 16. -31.4 .16.0 -44.2 16.0 -69.8 16.3 16.3 -47.0 :16.3 -74.2 17.1 -35.017.1 -49.2 17.1 -77.8, 17.8 -36.3 17.8 =51.1 7.8. -80.810 34. -379 .34.6 -44.2 34.6 -44.2' 36.8 . 36.8 -47.0, 36.8 -47.0 38.5 •42:1 38.5 -49.2. 38.5 -49.2. 40.0 -43.7 40.0 -51.1 0.0 -51.1 20 Gable Roof 33: : -35.9 33.6 -42,3 33.6 -42.3 35:7 -38.1 35.7' -44.9 35.7 -44.9 37.4, -39.9 37.4 -47.1 37.4 -47.1 38.9 -41.S 38.9 -48.9 8.9 -48:9 s0 27°<®545° 32, -33:3 32.4 -39.7 32.4 -393 34.4 -35A 34.4 -42.2 34:4 -42.2 36.0 -37.1 36.0 -44.2 36.0 -44.2 37.4 -38.6 37.4 '-46.0 7.4 -46,0 (6 to12:12) 100 31:4 -31.4 31.4 =37,8 31.4 -37,8 33.3 33.3 33.3 40.2 33,3 -40.2 35.0 -35.0 35.0 -42.1 35.0 -42,1 36:3 -36.3 36.3 -43.7 36:3 -43.7 For Hip Roofs with angle,>7 degrees(13:12)and 5 25 degrees(5.5:12),Zone 3 shall be treated as Zone 2(Figure 30.4-2111,Note 7,.p.337) Effective Mean Roof Height of 15 feet Mean Roof Height of 20 feet Mean RoofHalghtof 25 feet Mean Roof Helght of 30 feet Wind Zone Zone Zone Zone Area Location. 4 5 4 5 4 5 4 5 10 E-4 37.8 -50.6 40.2 -43.6 40:2 -53.8 42.1. -45.7 42.1 -56.4 43.7 -47.4 433 -58.6 20 36.3. -47.2 38.3 -41.7 38.3 -50.1 40.2 -43,8 40.2 -52.6 41.8 45.5; 41.8 -54.6 s0 Wall 33.8 =42.7 36.0 -39.4 36.0 -45A 37:7 -41:3 37.7 -47.5 39.2 42.9, 39.2 49.4 100 - 34,1 -37.5 34.1 -41.7 35.8 -39.4 358 -43:8 37.2 `-40.9 37.2 -45.5 500 28:2 -31.4 29,9 -33.3 29.9 -33.3 31.4 -35.0 31.4 -35.0 32.6 -36.3 32.6 -36.3 Garage Door Wind Loads for a Building with30-foot Mean ROW Height a a ExposureC ' :�.- Tables 1609:7(1):&(2);and Section 1609,3.1 I ) Effective W n Area g Win Loa 2 1 g 4 2 i1 , 4 h Roof An le 1 5 h , 5, ,. Width Height + - ,.5 14 0-10 i - _ Gable Roof 10 10 degrees 34.1 -38.2. ' Hip.Roof. 14 14 32.3 -36.1 or Effective Win Areas, etween those given,values maybe interpolated.Oi erw se use the value assoc ate with the lower E ectiye Win Area.. 9 7 !0 38,4 -43.4. nd Zone a)shall e the smaller 10%o Least Nor.Dist.:or.4096 of Mean Height.l ),but not.less than 4%of Least HorcOist.or 3 ft. 16. 7 degrees 36:8 41.0 Identify the zone per the figure or information ,y others.Any questionable zone Isto be consi ere the more critical zone: Design isbased an the 3-second gust(wlnd veloclty)forRisk Category ll(general residential&commercial construction)per FBC 1620:2 Broward.These tables not for use with essential facilities o.r assembly.occupancles, FBC 61h Editioh 2017 Forrn I:Inter retation.#5 Page Z.of 2. t j P_ Effective bate:January 1,1blB