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WS-14-390Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-219399 Scheduled Inspection Date: October 03, 2014 Inspector: Rodriguez, Jorge Owner: WEBER, JENNIFER Job Address: 849 NE 92 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: STORM TIGHT WINDOWS INC 5wialing Department comments REPLACING 12 WINDOWS AND 2 DOORS WITH IMPACT Permit Number: WS -3-14-390 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number INSPECTOR COMMENTS False Inspector Comments 1132060050050 Phone: (561)922-6747 Passed CREATED AS REINSPECTION FOR INSP-208176. TAP CONS ON 01 DOORS NOT PER N.O.A'S Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 02, 2014 For Inspections please call: (305)762-4949 Page 12 of 29 SEP-10-2014(WED) 09:15 STORM TIGHT WINDOWS INC (FRX)561 292 3562 P.001/001 . • • ..: •... ' . • • • . .. .. . ' • �>�� �� 1r�'=3-•1�-�• ?moo P.�.;.,•Y1ti}9�?i:+lf?!t 1�%�EJCiYi Wt e ` -;,•" "i3Lit, I,t0. a'•` li :.,. . ,ti,. t: r•5� iatsl!^'iG: :x••: .. •�• 'A'�..• .954); 3'4r1�`�8'7�9 ' ' . 1V[y 16,201 : Bb, i]MEKI } 1' Ei Shore, Florida 33138. To whom it niap•106i)6cm: die xnsfa attti 0 2 wvYadrnv' i>6ks M. 1i .`accep bxe to .pOA'db th, ' izeexl ' w nd• s>x ng�li oithew>�t�o*. tapcofausedmustbe.o -sAn enlhleng h tr, the have. the sato�e rLun�sntim-cin t ine3at:and spscing.•i-oqui eaty the NOA fo'r.the:iin' dows. I tcpg-;t f i-a'biove mfoutiation•is mMcieiA,for your;ne&q. Please'do not besi;�ate taC�itaCCvs�i�additi�Dna�`information xs.xc�ued. • • '. • tib, P:E1FU28376 C %U=sUM=8 0wMcMs'Sfwm Tight WmdowAWob w RraideumMmdow Bwk Sir-dw # 4 '313k I I � �Itll�C. U (�5� a,14- 2,s�o� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 )Cafe BUILDING -6���� y PERMIT APPLIC Permit Type: BUILDING JOB ADDRESS: Permit No. D2, MAR 0 3 2014 FBC 20 Master Permit No.��S 1y- SZ ROOFING City: Miami Shores p� 1 County: Miami Dade Zip: _� `9 - Folio/Parcel#• I I - ; 7 �L0 - UQ ®c�J Is the Building Historically Designated: Yes OWNER: N (Fee Simple NO Flood Zone: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: Address: I I's C���(i��ap City: DE Qualifier State Certification or Registration pC''ertificate of Competency #: Contact Phone#: Email Address: YEt t tt DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 1 n . b Square/Linear Footage of Work: Type of Work: DAddition WAlteration ONew ORepair/Replace ODemolition Description of Work: i rke a a a ) 4 !f 1e► d Color thru tile: Submittal Fee $_5R&O Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $,a? Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (iflpplicable) Mortgage Lenders Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. "Ual��? Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me thi The foregoin instrument was Acknowledged bef � me s day of 2 • W • , 20 _, by day of , 209,by—MJ&QJ,0.- j)JftZ._, who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOT Print: / My C ssion Expires:R ==��kIJON 30I ZO IS nkakakskakak�:ksk�skakH�=kakakHaskikak:kskaksksk�=kak sksksk=k �k4zok sk sksk�sk�kaksksksIaakakH�skaknkakA�ak� L� C APPROVED BY Plans Examiner CommissionExp ELIZABETH J. ANCEVSKI May 3 0 I S MY COMMISSION # EE086124 EXPIRES: May 30, 2015 Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) STORM -1 OP ID: SG ' -. Rl'`1 CERTIFICATE OF LIABILITY INSURANCE DA0212 `12014' 02/28/2014 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER W.F. Roemer Insurance Agency 4752 W. Commercial Blvd CONTACT Jon Remes PNAME' FAX ANI Ne E,,t,954-731 5566 AIX NO: 954-731-8438 Fort Lauderdale, FL 33319 Jonathan F. Romeo Ap"bfss: jremes@roamer-ins.com INSU S AFFORDING COVERAGE NAIC S 05/0512014 INSURER A: Mid -Continent Casualty Co 23418 DAMAGE TO RENTE17 PREMISES Ea wougence $ 100,021 INSURED Storm Tight Windows, Inc. 1918 Corporate Drive Boynton Beach, FL 33426 INsuRER B :Association Insurance Co. 11240 INSURER C: GENERAL AGGREGATE $ 2,000,00 GEN'LAGGREGATE LIMITAPPLIESPER, PRO- Loc POLICY X Jim F INSURER D INSURER E: INSURER F LIABILITY ANYAUTO AALOWNED SA��ULED NON -OWNED HIRED AUTOS AUTO COVERAGES CERTIFICATE NUMBER: REVISION NUMBER - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE POLICYNUMBER MMMIIOD EFF POLIMMMIDD EXP LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fx-1 OCCUR Miami Shores, FL 33138 04 -GL -000875723 06/05/2013 05/0512014 EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTE17 PREMISES Ea wougence $ 100,021 MED EXP (Any one person) $ Excludedl PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'LAGGREGATE LIMITAPPLIESPER, PRO- Loc POLICY X Jim F PRODUCTS-COMPIOPAGG $ 2,000,00 $ AUTOMOBILE LIABILITY ANYAUTO AALOWNED SA��ULED NON -OWNED HIRED AUTOS AUTO COMBINED a BIaccED SINGLE LIMIT $ BODILY INJURY (Perpemon) $ BODILY INJURY (Per accident) $ PER ERTY AGE $ UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTIONS $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YIN OFFICERIMEMBEREXCLUDED? (Mandatary In NH) Ifrga describe under DESGrRIPTION OF OPERATIONS below NSA C"16493200 08/01/2013 08/01/2014 X WC SLATU OTH- E.L. EACH ACCIDENT $ 1,000,00 E.L. DISEASE - EA EMPLOYEE $ 1,000,00 E.L. DISEASE - POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, I more space 1s required) Installation of impact resistant windows and doors License #CGCG1515345 CERTIFICATE HOLDER CANCELLATION MIAMIS2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave. AUTHOR®R�RESENTATrvE Miami Shores, FL 33138 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marlei of ACORD 1,1 t2�022309 25 x 50 (Ho;zonaiSlider) ;. 10 2..i2-0223:07. 44x50 (Fixedwi»dow) 12-0M-.09 24x50 (Horizon! Slider) 4. 13-1009:10 3Ei X38 (cmemeno 5. ',12-0223.09 52 .x 49 (Horizontal Slider) 6..12-4223:09 73 x62 (Horizontal Slider) 7.:12-4223:09 ' 27 x 61 (Horizontal soder) 8: FL114i9. ._.. 55 z 61 '(1=bteddowj 9.12 -0223;.U9 -27X61 Honxontal Slider) 10. FL1475213 36 x 82 :rte) �.. 11. 12-0223.09 73 x 62 (Horizontal snider) 12. '13-1009.10 63x37 eX 13.:fi3-1009':!.0.: 3624'9 14. '13-101}9.1fl-,:36x49 r 15. 13`1116910 1S x 37. ;(Gassman!) 18, 13-'1D09.10 36 x 49 „(easement), 17. 12 0223;09 52 x 49 (Notontal Slider) 1 & .FL472a3 39 x 82, (-7 NEAR 0 3 2014 7 8 9 10 6 5 t zar ',Shore_ Village RC)v BY DA [ING DSPC= 3G. GEPT- l3ECC `1"t C�PUAM,E' ALL FEDERAL ` ,r,- Al ,r a r^rtt ?t ikn Y AUL,:. AND REGULAMONS 18 12 Bathroom 13 14 BWmorn 1 Bathroom 15 OWmom 16 17 L .♦ri to � M .0 CN CN ILL WN Z i0)s O o` c E N 4) Z cop"aws-TOWMAM NOT TO SCALE Feb 04, 2014 moo: Site Plan 1 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. OPENING LOCATION NUMBER (Location) Corner Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCT APEROVAL° APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW® ARE SHUTTERS REQ YM (+) PSF {-) PSF (+) PSF (-) PSF MULLION REQ Y/NMA 1 Int Window 111"IamilG 12-0223.09 55 55 40.1 -43.4 74x63 25x50 Yes No 2 Int Window ""Lan" 12-0223.07 55 55 39.2 42.6 60x60 40x50 Yes No 3 Int Window 718" Lan i IG 12-0223.09 55 55 40.1 -43.4 74x63 24x50 Yes No 4 Int Window "an"' 13-1009.10 55 55 40.1 43.4 36x68 3608 No No 5 Int Window 718"LamiIG 12-0223.09 55 55 38.6 -42.0 74x63 52x49 No No 6 End Window 7/8"Larw'G 12-0p- 9 55 55 37.1 -47.7 74x63 73x62 No No 7 End Window 7/8"Law IG 12 0 .09. 55 39.7 -52.9 74x63 27x61 Yes No 8 End Window 7/8"LamiIG FL -140 55 37.8 -49.2 72x72 55x61 Yes No 92 End Window 7'8" Lami IG 12-0223.09 ri 5 55 39.7 -52.9 74x63 27x61 Yes No 10 End Door '"I I.G• FL14752.13 70 70 38.3 -50.0 143x82.5 35x82 No No 11 End Window 7/8" L mW IG 12-0223.09 55 55 37.1 -47.7 74x63 73x62 No No 12 Int Window 718" LmW IG 13-1009.10 55 55 40.1 -43.4 36x68 1807 No No 13 Int Window 7/8"LauulG 13-1009.10 55 55 39.5 -42.9 36x68 36x49 No No 14 Int Window 711"Law IG 13-1009.10 55 55 39.5 42.9 36x68 36x49 No No 15 Int Window vs" La W IG 13-1009.10 55 55 40.1 -43.4 36x68 1807 No No 16 Int Window 711"LamiIG 13-1009.10 55 55 39.5 -42.9 36x68 36x49 No No 17 Int Window 7"" Lmw IG 12-0223.09 55 55 38.6 -42.0 74x63 52x49 No No 18 Int Door '" L lni l.G. FL14752.13 70 70 38.0 -41.4 143x82.5 39x82 No No Florida Building Code (inline rage 1 of F qq RA 3 5 as aV4.. S BCIS Home ! Log In j User Registration i Hot Topic { Submit Surcharge i Stats & Facts Publications me Staff i MS Site Map [ Unks Search i Busines 3usin S� I 'Product Approval USER: Public User Regulafion ! Product Adnroyal Menu > Product or Aoolfci lon Search > Aoo(Ication Ust > Application DeTaif FL # FL14752 76,1', 12 Application Type New J Code Version 2010 #s` Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Nan Ya Plastics Corporation USA 8989 North Loop East Houston, TX 77029 (713) 674-7822 Ext 105 ajen96@yahoo.com.tw RUSKIN WU ejen96@yahoo.com.tw Ruskin Wu 8989 North Loop East Houston, TX 77029-1217 (713) 674-7822 Ext 105 ajen96@yahoo.com.tw Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year AAMA/NWWDA 101/I.S.2 1997 AAMA/WDMA 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2005 ASTM E1996 2006 ASTM E330 2002 hq-//www.floridabuilding.org/pr/pr_app 5/13/2012 .FlOnda Building Uode Uniine Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL14752 RO Eouiy_ 511561-EO.odf Method i Option A 07/25/2011 04/30/2012 05/03/2012 rage L oz Summary of Products FL * Model, Number or Name Description 14752.1 In -Swing Fiberglass Clad Entrance NEUMA NON -IMPACT INSWING- 12'0"x6'11", GLAZED, 4 Door w/ and w/o Sidelites PANEL Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14752 RO C CAC NI011057.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2016 Design Pressure: N/A Installation Instructions Other. FL14752 RO II 08-01530.odf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 512171.odf Created by Independent Third Party: Yes 14752.2 Out-Swing Out -Swing Fiberglass Clad NEUMA NON -IMPACT OUTSWING- 12'0"x6'110, GLAZED, Entrance Door w/ and w/o 4 PANEL Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14752 RO C CAC NI013031.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2016 Design Pressure: +70/-70 Installation Instructions Other. FL14752 RO II 08-01532.odf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 512173.odf 11 Created by Independent Third Pa :Yes 14752.3 Series " 9'0" x 8'0" Fiberglass I/S NEUMA IMPACT INSWING - 9'0" X 8'0", GLAZED, 3 Glazed Double Door" PANEL, DP50 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14752 RO C CAC NIO06487A-R3.PDF Approved for use outside HVHZ: Yes FL14752 RO C CAC NI006487-R2.PDF Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 02/28/2014 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Installation Instructions PRESSURES. FL14752 RO II 08-01165.odf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 511736.odf Created by Independent Third Party: Yes 14752.4 Series" 9'0"x 8'0" Fiberglass O/S NEUMA NON -IMPACT OUTSWING - 9'0"X 8'0" GLAZED, 3 Glazed Double Door" PANEL DP50 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 RO C CAC NI006486A-R2.PDF Approved for use outside HVHZ: Yes FL14752 RO C CAC NIO06486-R2.PDF Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 02/28/2014 Other: Installation Instructions FL14752 RO H 08-01166.odf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 511737.pdf http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGF,VXQwtDqueufsxW4GVz... 5/13/2012 Flonda Buildmg Code Unime Yage j of 5 http://www.floridabuilding.org/pr/pr_app jt1.aspx?param=wGEVXQwtDqueufsxW4GVz... 5%13/2012 Created by Independent Third Party: Yes 14752.5 Series "Distinction Door" I/S JINEUMA NONIMPACT INSWING - 12'0" X 8'0', GLAZED, Fiberglass Clad Entry Door 114 PANEL Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 RO C CAC NI006629A-R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2014 Design Pressure: +30/-30 Installation Instructions Other: FL14752 RO II 08-00768A.Ddf Verified By: Luis R. Lomas, P.E. 62514 Created by I,ndependent Third_ Party: Yes Evaluation Reports FL14752 RO AE 511303.Ddf Created by Independent Third Party: Yes 14752.6 Series "Distinction Door" O/S NEUMA NON -IMPACT OUTSWING - 12'0" X 8'0', Fiberglass Clad Entry Door GLAZED 4 PANEL Limits of Use Certiflcation Agency Certificate Approved for use In HVHZ: No FL14752 RO C CAC NI006629-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2014 Design Pressure: +70/-70 Installation Instructions Other: FL14752 R0. H 08-00769A.Dddf• Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 511304.Ddf Created by Independent Third Party: Yes 14752.7 Series Series "Nan Ya" 8' I/S Hinged 3/4 NEUMA IMPACT INSWING - 9'0" X 8'0", 3/4 GLAZED, 3 Fiberglass Patio Door PANEL Llmits of Use Certification Agency Certificate Approved for use In HVHZ: No K14752 RO C CAC NI009842-R1.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2013 Design Pressure: N/A Installation Instructions Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL14752 RO 11 08-00766A.Ddf PRESSURES. Verifled By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 511301.Ddf Created by Independent Third Party: Yes 14752.8 Series "Nan Ya" 8' O/S Hinged NEUMA NON -IMPACT OUTSWING - 9'0" X 8'0" , 3/4 3/4 Lite Fiberglass Patio Door GLAZED, 3 PANEL DP50 Limits of Use Certification Agency Certfficate Approved for use In HVHZ: No FL14752 RO C CAC NI009842A-RI.Rdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/31/2013 Design Pressure: +50/-50 Installation Instructions Other: FL14752 RO II 08-00767A.Ddf Verifled By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 511302.Ddf Created by Independent Third Party: Yes 14752.9 Series "Neuma Classic" I/S & O/S NEUMA CLASSIC INSWING - 6'0" X 6'8", GLAZED, 2 Center Hinged Patio Door PANEL Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 RO C CAC NI009950B.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2013 Design Pressure: N/A Installation Instructions Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL14752 RO H 08-00872A.Ddf PRESSURES. Verified By: Luis Roberto Lomas, P.E 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 511419B.pdf Created by Independent Third Party: Yes 14752.10 Series "Neuma Classic" I/S & O/S NEUMA CLASSIC OUTSWING - 6'0" X 6'8" , GLAZED, 2 Center Hinged Patio Door PANEL, DP50 Limits of Use Certification Agency Certificate Approved for use in HVHZ: NoEL14752 RO C CAC NI009950C.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Explration Date Impact Resistant: No 06/30/2013 Design Pressure: N/A Installation Instructions http://www.floridabuilding.org/pr/pr_app jt1.aspx?param=wGEVXQwtDqueufsxW4GVz... 5%13/2012 Florida Building Code Online C Page 4 of 5 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL14752 RO II 08-00873A.gdf PRESSURES. Verified By: Luis R. Lomas, P.E. 62514 Created .by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 51142013.gdf Created by Independent Third Party: Yes 14752.11 Series 8'0 3/4 Lite Side Hinged NEUMA CLASSIC OUTSWING - 9'0" X 8'0" , 3/4 GLAZED, Fiberglass Patio Door w/ and w/o 3 PANEL DP50 Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:. No FL14752 RO C CAC NI010145.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2013 Design Pressure: +50/-50 Installation Instructions Other: FL14752 RO R 08-00999A.Ddf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 511561.pdf Created by Independent Third Party: Yes 14752.12 Series In -Swing Patio Door w/ NEUMA NON -IMPACT INSWING 12'0" x 8'0" GLAZED, 4 and w/o Sidelites PANEL Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14752 ROC CAC NI011030-R1.0df Approved for use outside HVHZ: Yes Quality Assurance Contract Explration Date Impact Resistant: No 03/31/2016 Design Pressure: +50/-50 Installation Instructions Other: FL14752 RO II 08-01528.p_df Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 512169.Ddf -Cleatqd by Independent Third Pa 14752.13 Series Out -Swing Fiberglass CI d�PAJU4.ELDP70MA IMPACT OUTSWING - 12'0" 161'111- GLAZED, , 4 _ Entrance Door w/ and w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14752 ROC CAC NI006629-112. Approved for use outside HVHZ: Yes FL14752 ROC CAC NI010690.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +70/-70 05/30/2015 Other. Installation Instructions FL14752 RO II 08-01265.0 Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 511867.pl f Created by Independent Third Pa : Yes 14752.14 Series SLPS 8'0" Height Out- NEUMA IMPACT OUTSWING 12'0" x 8'0" W/3'0" x 810" Swing Patio Door Fiberglass w/ SIDELITE GLAZED, 4 PANEL, DP70 Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14752 RO C CAC NIO11029.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: +70/-70 Installation Instructions Other: FL14752 RO H 08-01531.gdf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 512172.gdf Created by Independent Third Party: Yes 14752.15 Series SLPS In -Swing Patio Door NEUMA IMPACT INSWING 12'0" x 8'0" W/3'0" x 8'0" w/ integral and fleld mullion SIDELITE GLAZED, 4 PANEL DP50 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14752 RO C CAC NI011033-111.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2016 Design Pressure: +50/-50 Installation Instructions Other. FL14752 RO H 08-01529.odf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14752 RO AE 512170.gdf http://www.floridabuilding.org/pr/pr�_app jtl.aspx?param=wGEVXQwd)queufsxW4GVz... 5/13/2012 Flonda.Binlding Code Online Page 5 of 5 III Created by Independent Thtrd Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EED employer. Coovrioht 2007-2010 State of Florida.:: Privacy Statement:: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbranstate.0.us. Product Approval Accepts Im FO ...; �xr CredEtS,ArFE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqueufsxW4GVz... 5/13/2012 105 27/32' MAX FRAME 25" MAX D.L.O. MAX O.A. WIDTH _F MAX FRA WIDTH REVSM DESCRWDON DATE APPROVED NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 OUT—SWING ENTRANCE DOOR W/ & W/O SIDELITES FIBERGLASS CLAD ELEVATION AND NOTES DRAWN: DWG NO. REV V.L, 1 08-01265 "LE NTS —1---or,/27/11 -HT1 OF 9 SIGNED: 0311412012 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1, 2 ELEVATION AND NOTES 3, 4 ANCHORING LAYOUTS 5 — 9 INSTALLATION DETAILS / \ / \ NOTES: / \ 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO / \ COMPLY WITH REQUIREMENTS OF FLORIDA BUILDING CODE. / \ 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND / \ ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. / \ WOOD FRAMING OPENING IS THE RESPONSIBILITY OF THE / \ ARCHITECT OR ENGINEER OF RECORD. 82 1/2" 63" 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS MAX MAX NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED FRAME COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE HEIGHT RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. \ / 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS \ / PRODUCT IN WIND BORNE DEBRIS REGIONS. \ / 5) UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET 3 FOR \ / GLAZING DETAIL \ / 6) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN \ / OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. FIXED ACTIVE \\ INACTIVE FIXED 7) FRAME JAMB AND HEAD MATERIAL- CO—EXTRUDED PVC FOAM. 8) FRAME SILL MATERIAL' CO—EXTRUDED PVC FOAM WITH -ALUMINUM CLADDING. 9) DOOR PANEL SIDELITE MATERIAL- FIBERGLASS SKIN WITH PVC FOAM TOP AND BOTTOM RAILS, AND PVC FOAM VERTICAL OUT -SWING ENTRANCE DOUBLE DOOR W/SIDELITES STILES WITH PINE REINFORCEMENTS AND POLYURETHANE FOAM FIBERGLASS CLAD CORE. EXTERIOR VIEW 10) HINGE LOCATION: 9', .40 7/8" AND 72 1/2" FROM BOTTOM. 11) MAX PANEL SIZE: 35 1/4" X 80 5/16" DESIGN P G IMPACT f�IT/NG f70.OPSF LARGE AND MISSILE IMPACT MPACT MISSILE LEVEL A W/NDZONE 4 NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 OUT—SWING ENTRANCE DOOR W/ & W/O SIDELITES FIBERGLASS CLAD ELEVATION AND NOTES DRAWN: DWG NO. REV V.L, 1 08-01265 "LE NTS —1---or,/27/11 -HT1 OF 9 SIGNED: 0311412012 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1, 2 ELEVATION AND NOTES 3, 4 ANCHORING LAYOUTS 5 — 9 INSTALLATION DETAILS NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 OUT—SWING ENTRANCE DOOR W/ & W/O SIDELITES FIBERGLASS CLAD ELEVATION AND NOTES DRAWN: DWG NO. REV V.L, 1 08-01265 "LE NTS —1---or,/27/11 -HT1 OF 9 SIGNED: 0311412012 36 13/16" � � 74 1/16- 82 1/2' i Li ;ACTIVE :4CTIVE FIXED SINGLE SINGLE W/SIDELITE (MULL) EXTERIOR VIEW EXTERIOR VIEW 741/16- 1081/8- 0B1/8'FIXED FIXED ACTNE' ♦ FIXED ACTIVk♦ FIXED SINGLE W/SIDELITE (MULL) SINGLE EXTERIOR W/S1DELITES (MULL) VIEW EXTERIOR VIEW �71 1/4'� �71 1/4'--{ i i i 82 1/2' FIXED ACTIVL♦ ACTIVE FIXED SINGLE W/SIDELITE SINGLE W/SIDELITE EXTERIOR VIEW EXTERIOR VIEW REVISIONS I REV I DESCROMN I DAM I APPROVED {«- 71 5/16' � 108 9/76' -{ � 105 27/32' -{ DOUBLE EXTERIOR VIEW DOUBLE W/SIDELITE (MULL) EXTERIOR VIEW DOUBLE W/SIDELITE EXTERIOR VIEW NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 OUT -SWING ENTRANCE DOOR W/ & W/0 SIDELITES FIBERGLASS CLAD APPROVED ELEVATIONS V.L 1 08-01265 SME NTS - 06/27/11 --2 OF 9 35 11/16"- 5' MAX 4" J_ MAX AX -�^ M— T MAX 7AX 6 5' ♦ MAX MAX 34 5/8- 4" MAX MAX 5" L 5" MAX MAX REVISIONS DESCRIPTION . DATE I APPROVED 4" MAX rMAX,.. 8' MAX r4' MAX 4• MAX ANCHORING NOTES: 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER 18 5/8• OCCURS. MAXIMUM ALLOWABLE :SHIM STACK TO BE 1/4". EMAX UMAX MAX 2) FOR ANCHORING INTO MASONRY/CONCR " TAPCON OF O.C. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" NIMUM EMBED INTO SUBSTRATE., LOCATE ANCHORS AS SHOWN IN ANCHORING _j LAYOUT AND INSTALLATION DETAILS. 3) FOR ANCHORING INTO 2X BUCK OR WOOD FRAMING US 10 WOOD SCREW OF SUFFICIENT LENGTH.TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ANCHORING LAYOUT AND INSTALLATION DETAILS. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) 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 MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC, GRAVITY OF G=0.42 B*CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). oma hdAX 6. j 5. L 5" MAX MAX MAX 9" MAX NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON. TX 77029 OUT—SWING ENTRANCE DOOR W/ & W/O SIDELITES FIBERGLASS CLAD ANCHORING LAYOUT DRAYYN: N0. REV 0140 V.L 08-01265 — 'cALE NTS DATE 06/27/11 1 SHM73 OF 9 4 18 5/8" MAX. O.C. I 34 /8' — 4" 5" 15 4 4" —►I 4 18 5/8 - MAX. 8MAX. O.C. L Blr4" 2 1/2'L 1 � 5. JL I q5' —'1� t�— 6' 6" —1 F^ E5' rr —'I I-- 8' 5. 5. 5. 9.7C ANCHORING LAYOUT FOR OXO XXO AND OXX ANCHORING LAYOUT FOR OXO—XX0 AND 0)0((MULL) 34 /" 5' 5. /. 5- 5'. 8�4 4` --I ,--� MAX. O.C. MAX. O.C. 4 L_ _.L JL I q5' —'1� t�— 6' 6" —1 F^ E5' rr —'I I-- 8' 5. 5. 5. 9.7C ANCHORING LAYOUT FOR OXO XXO AND OXX ANCHORING LAYOUT FOR OXO—XX0 AND 0)0((MULL) 34 /" 5' 5. /. 5- 5'. 8�4 4` --I ,--� 4 5/8' O.C. 19' MAX. O.C. 5/8' O.C. 4 -- L — -J 6" - Q 5' � 5' B. ANCHORING LAYOUT FOR XX OX AND XO 18 MA) 6" 5' 6" 9e ANCHORING LAYOUT FOR OX AND XO (MULL) REVMns UMMPMN I CAM I APPMM 5" f7_7 18 5/8' MAX. O.C. — 5" 4�-I 6-- h � I 6. ANCHORING LAYOUT FOR X NAN YA PLASTICS CORP. " USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 OUT—SWING ENTRANCE DOOR W/ & W/O SIDELITES FIBERGLASS CLAD ANCHORING LAYOUTS Y.L. 08-01265 1 —4 OF 9 e' 2 1 2 5/8' O.C. 19' MAX. O.C. 19" . O.C. 4 -- — — 6" 5' 6" 9e ANCHORING LAYOUT FOR OX AND XO (MULL) REVMns UMMPMN I CAM I APPMM 5" f7_7 18 5/8' MAX. O.C. — 5" 4�-I 6-- h � I 6. ANCHORING LAYOUT FOR X NAN YA PLASTICS CORP. " USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 OUT—SWING ENTRANCE DOOR W/ & W/O SIDELITES FIBERGLASS CLAD ANCHORING LAYOUTS Y.L. 08-01265 1 —4 OF 9 INT, KEEPER nmc M U #9 x 7/8" SCREW EXTERIOR HEAD KEEPER DETAIL INTERIOR FRAME SILL #9 x 7/8" SCREW KEEPER -� 1/8' ANN .090 PVB BY DUPONT 1/8' TEMP 1/8' ANN EXTERIOR INTERIOR STAINLESS STEEL 1 SPACER �L SYSTEM 1/2" BITE DOW 995 SILICONE D #10 x 2' #10 x 7/B" EXTERIOR #10 x 2" SILL KEEPER DETAIL #10 x 7/8" 5 27/32" ...................... 1 5/8' OUTSWING DOOR SILL DETAIL GLAZING DETAIL 1" GLAZING BEAD #10 x 2" SMS STAINLESS STEEL CONNECTION PLATE HINGE INSTALLATION DETAIL (8) #iox1' SQUARE DRIVE SCREWS A. (3) 4" BUTT HINGE B. 2 POINT LOCK SYSTEM C. RIGID PVC ASTRAGAL WITH ALUMINUM REVMXM DESCRIPTION #10 X 1 1/2- . SCREW MULLION COVER ALUMINUM MUWON #10X2-1/2" SQUARE DRIVE SCREWS SEE SHEET 3 FOR LOCATIONS �T MULLION DETAIL _ __ FRAME CONNECTION DETAIL NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 OUT -SWING ENTRANCE DOOR W/ & W/O-SIDELITES FIBERGLASS CLAD INSTALLATION DETAILS DRAWN: DWG NO. REV V.L 08-01265 - SME NTS DATE 06/27/11 —5 OF 9 MASONRY/ 2 1/2" MIN SHIM SPACE CONCRETE 3/16" TAPCON EDGE DISTANCE BY OTHERS SILL TO BE SET ................. IN BED OF 1X BUCK ::::: °. ' a 'd 'a 1 1/4" MIN OPTIONAL '' ... ° .. EMBEDMENT SEE SHEET 1 B s 8 DISTANCE CONCRETE • .d BACKER ROD AND APPROVED INTERIOR SEALANT BY 1/4" OTHERS q MAX o' : 1X BUCK OPTIONAL SHIM ^ SPACE 3/16" TAPCON SEE SHEET' 1 EXTERIOR INTERIOR d'•° 1 1/4- MIN ° ° •a EMBEDMENT d °~a a• 2 1/2" MIN EDGE DISTANCE DOOR VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION RMONS DESCMPWN DA -M I APPROVED 1/4" MAX 1 1/4" MIN SHIM SPACE 3/16" TAPCON EMBEDMENT SILL TO BE SET ................. IN BED OF ::::: APPROVED SEALANT ... EDGE d MASONRY/' DISTANCE CONCRETE • .d BY OTHERS INTERIOR d'•° 1 1/4- MIN ° ° •a EMBEDMENT d °~a a• 2 1/2" MIN EDGE DISTANCE DOOR VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION RMONS DESCMPWN DA -M I APPROVED 1/4" MAX 1 1/4" MIN SHIM SPACE EMBEDMENT 2 '%2e MIN. EDGE DISTANCE • .d INTERIOR 3/16" TAPCON q o' : 1X BUCK OPTIONAL ^ '•<:>% SEE SHEET' 1 w' :' o MASONRY/C'ONCRETE • BY OTHERS �? <' EXTERIOR DOOR HORIZONTAL CROSS SECTION BACKER; ROD MASONRY/CONCRETEINSTALLATION AND APPROVED SEALANT BY OTHERS NOTE: INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. NAN YA PLASTICS CORP. USA 8989 NORTH LOOP EAST HOUSTON, TX 77029 OUT—SWING ENTRANCE DOOR W/ & W/O SIDELITES FIBERGLASS CLAD INSTALLATION DETAILS DRAWN: DYYG NO. REV V.L 08-01265 — V-qE NTS I DATE 06/27/11 —6 OF 9 2 1/2" MIN REMOM EDGE DISTANCE "fl °°P"0N °ASD MASONRY/ CONCRETE , °' 14 ' °' BY OTHERS 9 a + 1 1/4- MIN 'a.. EMBEDMENT 1X BUCK ' 4 ' g OPTIONAL -� SEE SHEET 1 1/4- MAX 1 1/4- MIN. BACKER RODSHIM SPACE EMBEDMENT AND APPROVED ':: 71/4 SEALANT 81 ............... -OTHERS � r: ,: SI ;• SPACE '+ 2 1/2- :. MIN. #10 x '2 1/2" SCREWS 3/16" TAPCON EDGE "o'"' DISTANCE LOCATED 6" FROM EACH CORNER INTERIOR AND AT PANEL CENTER v ' 3/16- FAPCON wBY 9v .. :N :: ° 0 ::.'":�'' MASONRY/CONCRETE .: ;::::;;:;: • OTHERS EXTERIOR INTERIOR EXTERIOR 1X BUCK OPTIONAL. ° SEE SHEET 1 BACKER ROD #10 x 2 1/2" SCREWS SIDEL/TEHORIZONTAL CROSS SECTION AND APPROVED LOCATED 6" FROM MASONRY/CONCRETE INSTALLATION SEALANT BY OTHERS EACH CORNER • .. AND AT PANEL CENTER ' e •:: p. 3/16" TAPCO SILL TO BE SET... ... : ............ NOTE., ' INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOT IN BED OF • SHOWY. N FOR CLARITY. APPROVED � SEALANT . ..:':¢ : ' 1 1/4" MIN. EMBEDMENT e, < .�°• ° ° a p •: b a NAN YA PLASTICS CORP. USA ,��11tItIElt� a p. °• e� MASONRY/CONCRETE 8989 HOUSNT 77029ST TONHTX LOOP BY OTHERS OUT—SWING ENTRANCE DOOR W/ & W/O SIDELITES EDGE/DISTANCE FIBERGLASS DETAILS DETAILS`*. AT i11: SIDEMETCTION VERTICAL INSTALLATION xq+ DROM o NRCNCRETEINSTALLATION L 06 01 65 SCALE �� NTS 06/27/11 15HW7 OF 9 I/IIIN 0 BACKER ROD AND APPROVED SEALANT BY OTHERS #10 WOOD SCREW EXTERIOR .. " - INTERIOR SILL TO BE SE IN 13ED C APPROVE SEALAP 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1 3/8' MIN. EMBEDMENT SHIM SPACE DOOR VERTICAL CROSS SECTION 2X BUCKWOOD FRAMING INSTALLA77ON 1/4' MAX SHIM SPACE #10 WOOD SCREW INTERIOR REv=7 DESMPRON 1 3/8' MIN EMBEDMENT 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED EXTERIOR \- BACKER ROD DOOR HORIZONTAL CROSS SECTION AND APPROVED 2XBUCK/WOODFRAMWGINSTALLATION SEALANT BY OTHERS NAN YA PLASTICS CORP. USA MIN. 8989 NORTH LOOP EAST 4ENT HOUSTON, TX 77029 LD SWING ENTRANCE DOOR W/ & W/O SIDEUTES FIBERGLASS CLAD INSTALLATION DETAILS OWO NO. REV 08 -01265 - NTS - 06/27/11 -8 OF 9 BACKER ROD AND APPROVED SEALANT BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1 3/8" MIN. EMBEDMENT DATE I APPRMM EXTERIOR .. 0 INTERIOR #10 x 2 1/2" SCR LOCATED 6" Fl EACH COR AND AT PANEL CEN SILL TO BE SI IN BED ( APPROVI SEALAP SIDEL/TE VERTICAL CROSS SECTION 2K BUCK/WOOD RRAMNG INSTALLATION EXTERIOR um SIDELITE HORIZONTAL CROSS SECTION 2K BUCK/WOOD FRAMING INSTALLATION BACKER ROD AND APPROVED SEALANT BY OTHERS NAN YA PLASTICS CORP. USA MIN. 8989 NORTH LOOP EAST IENT HOUSTON, TX 77029 OUT -SWING ENTRANCE DOOR W/ & W/OSIDEUTES FIBERGLASS CLAD INSTALLATION DETAILS DRAM M W Fav V 08-01265 - NTS DA- 06 27/11 SHEL79 OF 9 y 1/4' MAX- J j SHIM SPACE1/4' MAX 1 3/8" MIN SHIM SPACE EMBEDMENT #10 WOOD SCREW #10 x 2 1/2" SCREWS LOCATED 6" FROM EACH CORNER AND AT PANEL CENTER X10 WOOD SCREW INTERIOR BY OTHERS,0OD 2X BFUCKING TO BE PROPERLY SECURED EXTERIOR .. 0 INTERIOR #10 x 2 1/2" SCR LOCATED 6" Fl EACH COR AND AT PANEL CEN SILL TO BE SI IN BED ( APPROVI SEALAP SIDEL/TE VERTICAL CROSS SECTION 2K BUCK/WOOD RRAMNG INSTALLATION EXTERIOR um SIDELITE HORIZONTAL CROSS SECTION 2K BUCK/WOOD FRAMING INSTALLATION BACKER ROD AND APPROVED SEALANT BY OTHERS NAN YA PLASTICS CORP. USA MIN. 8989 NORTH LOOP EAST IENT HOUSTON, TX 77029 OUT -SWING ENTRANCE DOOR W/ & W/OSIDEUTES FIBERGLASS CLAD INSTALLATION DETAILS DRAM M W Fav V 08-01265 - NTS DA- 06 27/11 SHEL79 OF 9 MIAMNDIADIE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PY7 Regency Plus, Inc. 1024. Locust Gap Highway Mount Carmel, PA 17851 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 20S Miami, Florida,33175.24.74 T (786) 315-2590 F (786) 315-2599 www.miamldade. ovinera r, 'i60 Rkl!) 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 PERA 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 area 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 PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material falls 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. "5108" White PVC Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. RPLS0060, titled "impact 5108 Series Fixed Window" sheets 1 through 5 of 5, dated 09/16/08, with revision B dated 07/07/12, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice ce number and expiration date by the Miami Dade County Product Control Secfinn_ MISSILE IMPACT RATING: Lar and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modaUseries, 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 # 08-1021.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM,UDE COUN 1 Y NOA No. M0223.07. FIIIVVNUAIExpiration Date: January 28, 2014 #4f P 112 Approval Date: Apri119, 2012 j .Page 1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L. Manufacturer's die drawings and sections. 2.. Drawing No. RPLS0060, titled "Impact 5108 Series Fixed. Window" sheets 1 through 5 of 5, dated 09/16/08, with revision B dated 02/07/12, prepared by PTC, 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 ater Resistance _jmt, Der FBC TAS 202-9 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series 5108 fixed window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-110-11363-1, dated 05/15/08, signed and sealed by Harold E. Rupp, P.B. (Submitted under previous NOA#0&1021.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by PTC, LLC, complying with FBC-2007, dated 09/15/08, signed and sealed by Paul E. Winter, P.E. (Submitted under preptous NOA#08-1021.04) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting. Environment, and Regulatory Affairs (PERA) IF. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 07-1016.05, issued to Dominion Plastics, Inc., for their White Rigid PVC Exterior Extrusions, approved on 11/15/07, expiring on 10/24/12. Mae Manuel P Product Control xa ner NOA No. 12- 3.07 Expiration Date. January 28, 2014 E-1 Approval Date: APril 19, 2012 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. tatement etter of conformance, complying with FBC-2010 nd of no financial interest, daied.February 07, 2012, signed ands y o ert J.,Amoruso, P.E. 2. Laboratory code compliance statement, issued by National Certified Testing Laboratories for Test Report No. NCTL-110-11363-1, dated 05/15/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under previous NOA#08-1021.04) G. OTHER 1. Notice of Acceptance No. 08-1021.04, issued to Regency Plus, Inc. for their Series 5108 PVC Fixed Window— L.M.I., approved on 01/28/09 and expiring on 01/28/14. Manuel ere4 Product Control Exa finer NOA No. 12-0 Expiration Date: January 28, 2014 Approval Date: April 19, 2012 E-1 REGENCY PLUS, INC. IWAC3"T 51OS SERFS FLED WINDOW "STALLATIONANCHO-RAGEDATALES GENERAL NOTES: IN&T10 8: 1. THE PROOUCI ANCIKORAGE SHOWN HEREIN IS DESIGNED 7. THIS PRODUCT DOES NOT REQUIRE THE USE OF A DAD LONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH 8 INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TO COMPLY WITH THEE AND 2010 FLORIDA BUILDING COUNTY APPROVED IMPACT SYSTEM. ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIA. OR ® CODE (FIC) INCLUDING THE MON VELOCITY HURRICANE °" �'— HAVE A CORRACI[1N RFAIRTANT MATfMn- ZONE AT THE DESIGN PRESSURES STATED HEREIN. & WINDOW FRAME MATERIAL- WHITE RIGID PVC® 2. THE NUMBER OF INSTALLATKM ANCHORS DEPICTED IS LARGE MI880-E IAAPACT (NDA # 07-1016.0 NUMBER To BE USED FOR 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED ® PRODUCTTHE INS INANt3i0IRR UPON SIGNED AND SEALED TEST REPORT# 9. GLASS MEETS THE REQUIREMENTS OF ASTM E130004e1. HORIZONTAL & VERTICAL SECTIONS -PARTING STOP INSTALLATION NCTL 110-11333.1 DATED 06116A>0 AND ASSOCIATED BEE SHEET 3 FOR GLAZING DETAIL. ® 3. SHIM A8 REQUIRED AT EACH INSTALLATION ANCHOR LABORATORY STAMPED DRAWINGS AND WERE TESTED IN WITH LOAD BEAIRING BHI"' MAXIMUM ALLOWABLE ACCORDANCE WITH CURRENT DADE COUNTY 10, DESIGNAMON'04 STANDS FOR THE POLLOWLNG SHIM SlZI 181!4 MCH. SWM WHERE SPACE OF 1/16 INCH PROTOCOLS. 0: FIXED PANEL OR GREATER OCCXUR& SHIM($) SHALL BE CONSTRUCTED - OF HIGH DENSITY PLASTIC OR BETTER 3. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE 11. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS TO THE STANDARDS LISTED IN THE 2007 AND 2010 WAS NOT USED INTHE DESIGN OF THE PRODl1C1'(8) 4. FOR INSTALLATION INTO WOOD FRAMING, USE 012 WOOD FLORIDA BUILDING CODE (FSC) AND 13 IN COMPLIANCE SHOWN HEREIN. WIND LOAD DURATION FACTOR (Od v 1SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH WITH SAID STANDARDS. INCLUDING HIGH VELOCITY HAS BEEN USED FOR WOOD ANCHOR DESIGN. MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE I8 HURRICANE ZONE (HVHZ) REQUIREMENT'S. 12. EACH WINDOW ASSE BLY SHALL BE LABELED WITH A CY OF THE EXISTING STRUCTURAL CONCRETE PERMANENT LABII AND/OR STAMP WITH THE EXTRUDER ION THROUGH 1X SUCK TO CONCRETE/.MASONRY AND 2X FRAMING AS A MAIN WIND FORCE CODE AND •MDCA. IRECTLY INTO CONCRETE / MASONRY. EDISTANCE182112INCHES. RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TW TAPCONS OF SUFFICIENT LENGTH TO TRANSFERRING APPLIED PRODUCT LOAD$ TOTHE CH MINIMUM EMBEDMENT: MINIIMUM STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER E 18 2112INCHE8. OR ARCHITECT OF RECORD. 6.1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 8. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIRQMENTS DETAILED HEREIN. THEN THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A. OUTSIDE HVHZ REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. B. INSIDE HVHZ REQUIRE THATA ONETIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION. DESIGN PRESSURE RATING (PGF) 6NPAC7 RATING SB8.0 PBF LARGE MI880-E IAAPACT 6 INSTALLATION ANCHOR$ ARE TO BE LOCATED THROUGH PERIMETER OF NAILING FIN WHEN APPLICABLE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINSHFA INCLUDING BUT NOT LIMITED TO STUCCO, FOAK BRICK VENEER AND SIDING. 9. FOR HOLLOW BLOCK AND G LOUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOKM EDGE DISTANCE 18 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHED- OF BLOCK. 10. INSTALLATION ANCHORS SHALL 13E INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LE M THAN THE MINIMUM STRENGTH SPECIFIED. BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE SOW ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -SOUTHERN YELLOW PINE - MINIMUM ® SPECIFIC GRAVITY OF 0.66. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3192 psL �C.MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90. 'A TABLE OF CONTENTS swul REV. I SHEETDESCRIPTION 1 GENERAL NOTES. WSTALLA71ON NOTES & D.P. CHART 2 .0 • ELEVATION AND ANCHOR LAYOUTS `"` • ' HORIZONTAL & VERTICAL SECTIONS & GLAZING DETAIL - OPT. INSTALLATION 4 B HORIZONTAL & VERTICAL SECTIONS -PARTING STOP INSTALLATION 6 B COMPONENTS. BILL OF MATERIALS & CORNER SECTION SON z I M RobedJ.Amonme, PE Etude PE No. 40M 'PTCPro"pawanOm%LLO PO Bou 47D776., I.p�guroo0, R:4d762•D778 FBPE�iCmd No.2SM ELEVATION IOC WOR VIEW MAX. UNIT WIDTH 60' D.LO WIDTH 641/2° 8° MAX. FROM CORNERS M?) 8" MAX. O.C. SPACING O YP) 6' MAX FROM CORNERS (TYP) 8" MAX O.C. SPACING (TYP) INSTALLATION MAX. UNIT ANCHOR (1YP.) 101MAX O.C. D.L.O. HEIGHT PARTING STOP SPACING (1YP) HEIGHT � ANCHOR (TYP.) —� 64112` 41/4' MAX FROM F CORNER (TV) 4CORNER (TYP) � SPACIIN (TYP) ANCHOR LAYOUT PARTWO STOP INSTALLATION ID(TSRIOR VU3W INSTALLATION—/ ANCHOR(M.) ---MAX. UNIT WIDTH D.LO WIDTH 641!2' 00/1 ANCHOR LAYOUT -" "'OFMXALINSTAUATION BXTERIOR VIEW -6' MAX. FROM CORNERS (TYP) 8° . SPACING ) 8° MAX. FROM �FCORNERS (TYP) II r8° MAX O.C. SPACING (TYP) 84 HEIGHT 1%2 1 RWrmtJ. Atamwo,P.E MrWa P.& Ra 497& 'pT6•PtaNrU LI.0 • PO Box6?D778• . 1laf9w"d, PL 927I2•P779 981.990.1799.9}ma FiplicamIN PRODUCT•RVaIM manam]vImvA&tlaXwWa A7/8' MIN. EDGE DISTANCE 2X WOOD FRAME #12 WOOD SCREW BY OTHERS INSTALLATION ANCHOR t I ®SHEATHING BY OTHERS EXTERIOR FINISH 1 1& MIN. BY OTHERS EMBEDMENT PERIMETER CAULK-ii7. 1/4` MAX BY OTHERS INTERIOR 3 4EXTERIOR EE GLAZING DETAIL 1 ON THIS SHEET > VERTICAL SECTION �olpTioNAI. DvseALSATzo I WOOD FRAM SUBSTRATE AAX. OA FRAME EXTERIOR Q PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS 1X WOOD BUCK BY OTHERS ISOLATION MATERIAL BETWEEN WOOD BUCK & CONCRETE/MASONRY BY OTHERS A2 6!8' MIN. EDGE DISTANCE - A 7/8' O.A. INSULATING GLASS CONSISTING OF: I I 1V ANNEALED GLASS, 0.090• INTERLAYER' BY DUPONT. 1/8' ANNEALED GLASS, AIR SPACE, lir INTERIOR TEMPERED GLASS GLAZING DETAIL I INTERIOR r-1/4° MAX SHIM 1 1 4' MW. '--CONCRETE! MASONRY BY OTHERS ITW TAP CON ILLATION ANCHOR CONCRETE SUBSTRATE 1/4' MAX SHIM ' 1 1/2' MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS #12 WOOD SCREW INSTALLATION ANCHOR TIP) ® 71W MIN. EDGE DISTANCE SHEATHING BY OTHERS 6 6 EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS MAX. O.A. FRAME WIDTH —� CH )OW—OODMAMSUMRATE rRIZ N L SECTION MAX: SHIM —1 1/4' MIN. EMBEDMENT CONCRETE/ MASONRY _ BY 3i•IS' ITW TAPCON ! r INSTALLATION ANCHOR 2 W8' MIN. A' EDGE DISTANCE JOTHERS 1X WOOD BUCK PERIMETER CAULK BBY OTHERS EXTERK7R FINISISOLATION MATERIAL BETWEEN WOOD BUCK & CONCRETE/ MASONRY BY OTHERS —MAX OA FRAME WIDTH D ORIZO TAL SECTION OPTIONAL STALd.ATL N CONOWTB / MASONRY SUBSTRATE %6g ` °: m viYQ a C7 CL ` -1 °b z s RAN I Ammm. PA F MMS PX_ No.OM Y--oi F9PE Ca}Roafod A4ttmMm0nf Na2ftd PRODcomUCE RBY196D as oWlnaatWt6e FLOdBs M" MIN. EDGE 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH— BY OTHERS _ PERIMETER CAULK BY OTHERS 912 WOOD SCREW INSTALLATION ANCHOR /-1 WOOD OOD BUCK / BY OTHERS 1 11r MIN. EMBEDMENT rt/4" MAX SHIM 0---u — 11 V INTERIOR EXTERIOR ��SEE GLAZING DETAIL 1 ON SHEET 3 VERTICAL SECTION PARTIN(�STOP ONSTALLATION WOOD FRAME SUBSTRATE LAX. OA FRAME EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS' ISOLATION MATERIAL. BETWEEN WOOD BUCK & CONCRETE/MASONRY BY OTHERS 2 6/8" MIN. EDGE 3 DISTANCE— VINTERIOR 1X WOOD BUCK D BY OTHERS 1/4' MAX SHIM i.. '.:4' • r : . ':I 1 114" MIN EMBEDMEI CRETE/ l 3/18' ITW TAPOON INSTALLATION ANCHOR _VERTICAL SECTION P TINa PINST TIo CONCRETE SUBSTRATE BY OTHERS 1/4". MAX SHIM _ 111/7 MIN. EMBEDMENT 2X WOOD FRAME 8 N 1 2 3 4 i #12 WOOD SCREW o INSTALLATION ANCHOR a, 718" MIN. m a •� EDGE DISTANCE 7 6 8CL SHEATHING BY OTHERS 8 g p EXTERIOR FINISH Q Z BY OTHERS g l i 11 � PERMITER CAULK x K g g 2 j m BYOTHERS MAX. OA FRAME WIDTH G�HORIZONTAL SECTION �' c� Nw PAgR=O STOP INSTALLATION WOOD FRAME SUBSTRATE S < S 1/4" MAX. SHIM , —11/4* MIN. EMBEDMENT CONCRETE/ MASONRY 8 • p ` BY OTHERS 4 3 1 PobmtJ.Mmnm4 PE 3/16" ITW TAPCON FWkIa P.L Nm 49M INSTALLATION ANCHOR 2 6/8' MIN. Y . EDGE • 8 ` Rro Proaootoo�n oro p.1c Po m¢ 6w►re 8 6 1X WOOD BUCK PERIMETER CAULK BY OTHERS 8 BY OTHERS EXTERIOR FINISH BY OTHERS ISOLATION MATERIAL BETWEEN WOOD BUCK & CONCRETE/ MASONRY BY OTHERS ®am wbhgp " —MAX. OA FRAME WIDTH n�L C: 7 ama H HORIZONTAL SECTION STOP WSTA&LATIONpedop�oduot CONCROTTE/MASONRY SUBSTRATE Q MAIN FRAME 0.070" TYPICAL WALL THICKNESS 4.170° 2 ka 1AAW -w-3250' 1 8Q PARTING STOP A Q FRAME COVER 0.070' TYPICAL WALL THICKNESS i 1.6w [- 044r u 4 F-- 4 30 POEKETINSERT 0.070° TYPICAL WALL THICKNESS ® GLASS STOP 0.070• TYPICAL WALL THICKNESS SYM # PART # DESCRIPTION MATERIAL MANUFACTURER q 1 IV -1060 MAIN FRAME WHITE RIGID PVC DOMINION PLASTICS q 2 IV -1070 FRAME COVER WHITE RIGID PVC DOMINION PLASTICS 3 IV -1079 POCKET INSERT WHITE RIGID PVC DOMINION PLASTICS A 4 IV -1103 CLASS STOP WHITE RIGID PVC DOMINION PLASTICS 5 IV -1070 SIKA FLEX 552 SILICONE BACK BEDDING SILICONE SIKA q 6 -- 7/8° OA. INSULATING GLASS CONSISTING OR 1/8° INTERIOR TEMPERED GLASS, AIR SPACE, 1/8a ANNEALED GLASS, 0.090° INTERLAYER BY DUPONT, 1/8° ANNEALED GLASS GLASS 7 — 1 1/2"X 3/4° PARTING STOP WOOD 8 — #6 X 1 S/8° SCREW STEEL — (/},jVVfV VGI'� Q"w I IVIY a I amsa� t� m1 RobeJ.Mww%PE Florida P.M 6b.OM PTC P1Powswm ao Oealga /i(dW. LLO . P3PE CeNU�aIe�AW mYb�lan 41 4 7 8 9 6 0"m ROM 5 Lmm ROM 3 2 1 �+ s QNd S'3� OI lO��gn D3 ildn'��OJ 10' Q�nObaad - a��11�nsa���'�- 3 Bathroom 14 Wmm 1 Bathroom 15 Searaom 2 16 17 N LL Da L m .� co M _ M N LJL. N d Z iCDs O 10 C E O y d ? e�,ereescmr f NOT TO SCALE a Mar 19, 2014 "LCOMEM&w Site Plan AM �1 1 µ.. U11[VDOW &DOOR OPENINGINFORMATIONMMR A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -10% of least horizontal dimension or 40% of the mean roof height. whichever is smaller. but not less than 4% of least horizontal dimension or 3 ft. OPENING LOCATION (Location} Corner Zone or Interior IS THIS A WINDOW OR DOOR GLAZING TYPE PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL APPROVED PRESSURE RATING REQUIRED OPENING DESIGN PRESSURE MAXIMU M TESTED SIZE ROUGH OPENING DIMENSIONS MULTIPLE WINDOW ARE SHUTTERS REQ YM (+) PSF (-) PSF (+) PSF (-) PSF MULLION REQ YIN/NANUMBER 1 Int Window 7s" La" 12-0223.09 55 55 40.1 -43.4 74x63 25x50 Yes No 2 Int Window 7/8'Law 'G 13-0814.02 55 55 39.2 42.6 60x60 40x50 Yes No 3 Int Window 7A'Law'(' 12-0223.09 55 55 40.1 -43.4 74x63 24x50 Yes No 4 Int Window 7""' 13-1009.10 55 55 40.1 43.4 36x68 36x38 No No 5 Int Window 7B'Lamila 12-0223.09 55 55 38.6 -42.0 74x63 52x49 No No 6 End Window 7""L .... .G 12-0223.09 55 55 37.1 -47.7 74x63 73x62 No No 7 End Window 7/8"I --"a 12-0223.09 55 55 39.7 -52.9 74x63 27x61 Yes No 8 End Window 7/8"L-IIG 13-0814.02 55 55 37.8 -49.2 7202 55x61 Yes No 9 End Window 718"LaWIG 12-0223.09 55 55 39.7 -52.9 74x63 27x61 Yes No 10 End Door 12-0612.06 70 70 38.3 -50.0 143x82.5 35x82 No No 11 End Window 7/8"IamiIG 12-0223.09 55 55 37.1 -47.7 74x63 73x62 No No 12 Int Window 711" aw"I .13-1009.10 55 55 40.1 -43.4 36x68 1807 No No 13 Int Window 7/8"LemilG 13-1009.10 55 55 39.5 -42.9 36x68 36x49 No No 14 Int Window 7/8" Land 10 13-1009.10 55 55 39.5 42.9 36x68 36x49 No No 15 Int Window 7!8'Lan"G 13-1009.10 55 55 40.1 -43.4 36x68 1807 No No . 16 Int Window 74"Lan"G 13-1009.10 55 55 39.5 -42.9 36x68 36x49 No No 17 Int Window 719'I.WIG 12-0223.09 55 55 38.6 -42.0 74x63 52x49 No No 18 Int Door '"Lmnil.G• 12-0612.06 70 70 38.0 -41.4 143x82.5 39x82 No No eb(ENGINEERING EXPRESS 160 SW 12th AVENUE, *106 DEERFIELD 'BEACH, FL 33442 PH: (954) 354-0660 FAx (954)354-0443 WWW ENGEXP.COM Wind Load Calculation ASCE 7.10 Chapter 30 Wind Loads -Components and Cladding Florida Building Code 2010 Site Information owner: Nelson or Jennifer Weber Wind Speed (V): 175 MPH Exposure Category: C Velocity Pressure Coef. (Kh): 0.85 ASCE 7-10 Ck 30.3.1 Table 30.3-1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: U Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 ASCE7-l0Tnble 26.11-] PMAx- = gh(6c GCpm - GCpi) Mean Roof Height (h): 13 ft. Roof Slope (8): Sloped Roof Slope Coefficient (6c): 1.0 Min. Building Dim. (L): 48 ft. End Zone Distance (a): 4.8 ft. Prepared in accordance with: ASCE 7-10. Section 30. Wind Loads - Components and Cladding Florida Building Code 2010 ed 02014 E-Tempest.com ID: stormtight-PWeber; Jennifer 01/28/2014 Page 1 of 1 2 B. I)PAan Wind Preccnre (PmAY+. PMAY-)s ARI'F.7-10. (7i. 30.4.2/30-6.2 _ - - � DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NIDTICE O ACCEPTANCE (NOA) 1Va—n-Ya Plastics Corporation 8989 North Loop East Suite 800 MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26a' Street, Room 208 Miami, Florida 331752474 T (786) 315-2590 F (786) 315-2599 bttv://www.miamidade.eov/econowyl SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building : Series Fiberglass Outswing Glazed Doors w/ wo Sidelites - APPROVAL DOCUMENT: Drawing No. 17, titled "Impact Double O/S Glazed Doors w/ wo Sidelites", sheets 1 through 09 of 09, dated 10/06/08, with revision "B" dated 04/16/12, prepared by PTC, . LLC, signed and sealed by Robert James Amoruso, P. E., bearing the Miami Dade County Product Control Section 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Taipei, Taiwan, Republic of China, 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 No. 08-1118.08 and consists of this page 1 and evidence pages E-1, E2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0612.06 ML4MFDADE IE7"a Expiration Date: April 29, 2014 g1y�1�1?' Approval Date: October 04, 2012 Page 1 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-111& 08) 2. Drawing No. NAN0017, titled "Impact Double O/S Glazed Doors w/ wo Sidelites", sheets 1 through 09 of 09, dated 10/06/08, with revision "B" dated 04/16/12, prepared by PTC, LLC, signed and sealed by Robert James Amoruso, P. E. B. TESTS 1. Test report on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of Fiberglass Outswing Door w/ wo Si.delites, prepared by Certified Testing Laboratories, Inc., Test Reports No.'s CTLA 1780W, dated 03/06/08 and CTLA 1849W, dazed 02/25/09, all signed and sealed by Ramesh Patel, P. E. (Submitted under previous NOA No. 01118.08) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC, prepared by PTC Engineering, Inc., dated 03/05/09, signed and sealed by Paul E. Winter, P. E. (Submitted under previous NOA No. 08-1118.08) 2. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-1102.09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. 2. Test Report No. ETC -06-255-17412.1, prepared by ETC Laboratories, dated 04/25/06, re -issued on 06/28/06 to Nan Ya Plastics Corporation USA, for their Phenolic Foam Board/ ETC06013 plastic per ASTME E84-05 "Standard Test Method for Surface Burning Characteristics of Building Materials", signed and sealed by Joseph Labors Doldan, P. E. (Submitted under previous NOA No. 08-1118.08) Jaime D. G n, P. E. Product Control Section Supervisor NOA No. 12-0612.06 Expiration Date: April 2% 2014 Approval Date: October 04, 2012 E-1 Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Test Report No. ETC -05-255-17900.0, prepared by ETC Laboratories, dated 06/28/06, issued by Nan Ya Plastics Corporation USA, for their Phenolic Foam Board (P/N: ETC06013), Ignition Properties of Plastics per ASTM D1929-96, signed and sealed by Joseph L. Doldan, P. E. (Submitted under previous NOA No. 08-1118.08) 4. Test report No. ETC -05-255-16776.1, prepared by ETC Laboratories, dated 07/06/06, issued by Nan Ya Plastics Corporation USA, for their SMC Fiberglass material (P/N: ETC05033), 4500 exposed Xenon Arch & tensile strength per ASTM D 638-03, Tensile strength, ASTM D 638-03, Smoke density per ASTM D2843-99, Rate of burning per ASTM D 635-98, Self ignition per ASTM D1929-01, signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08-1.11&08) 5. Test report No. ETC -05-255-17144.0, prepared by ETC Laboratories, dated 07/03/08; issued by Nan Ya Plastics Corporation USA, for their Rigid PVC plastic (P/N: ETC06024), Standard Test Method for Ignition Properties of Plastics per ASTM D1929-96, Standard Test Method for Density of Smoke from the Burning or. Decomposition of Plastics per ASTM D2843-99, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self -Supporting Plastics in a Horizontal Position per ASTM D635-98, Standard Test Methods for Tensile Properties of Plastics for exposed & unexposed sample Xenon Arch after 4500 Hours, per ASTM D638-03, signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08-1118.08) 6. Test report No. ETC -05-255-16776.0, prepared by ETC Laboratories, dated . 01/04/06, issued by Nan Ya Plastics Corporation USA, for their SMC (P/N: ETC05033) Standard Test Method for Ignition Properties of Plastics per ASTM D 1929-96, Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics per ASTM D 2843-99, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self -Supporting Plastics in a Horizontal Position per ASTM D 635-98, Standard Test Methods for Tensile Properties of Plastics per ASTM D 638-03, signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08-1118.08) 7. Test report No. ETC -05-255-16777.1, prepared by ETC Laboratories, dated 07/26/06, issued by Nan Ya Plastics Corporation USA, for their Cellular PVC (P/N: ETC05034), Standard Test Method for Ignition Properties of Plastics per ASTM D1929-96, Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics per ASTM D2843-99, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self -Supporting Plastics in a Horizontal Position per ASTM D635-98, Standard Test Methods for Tensile Properties of Plastics per ASTM D638-03, signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08-1118.08) Jaime D ons , P. E. Product Control Section Supervisor NOA No. 12-0612.06 Expiration Date: April 29, 2014 Approval Date: October 04, 2012 E-2 ' ` Nan Ya Plastics Corporation USA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (Cowwum) 8. Test Report No. ETC46-255-17412:0, prepared by ETC Laboratories, dated 04/25/06, issued by Nan Ya Plastics Corporation USA, for their Phenolic Foam Board (P/N ETC06013), Standard Test Method for Surface Burning Characteristics of Building Materials per ASTM E8445, signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08-1118 08) F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC-2010, issued by PTC, LLC, dated 04/25/12, signed and sealed by Robert J. Amoruso, P. E. 2. Statement letter dated 09/04/2012, for standard equivalency of ASTM D635-98/ 03 conforming to FBC 2010 for above referenced test reports, issued by PTC, LLC, signed and sealed by Robert James Amoruso, P. E. 3. Laboratory addendum letter for Test Report No. CTLA 1780W--2, dated 02/25/09, issued by Certified Testing Laboratories, Inc., all signed and sealed by Ramesh Patel, P. E. (Submitted under previous NOA No. 08-1118.08) 4. Laboratory compliance letter for Test Reports No.'s CTLA 1780W, dated 03/06/08 and CTLA 1849W, dated. 07/01/08, issued by Certified Testing Laboratories, Inc., all signed and sealed by Ramesh Patel, P. E. (Submitted under previous NOA No. 08-1118.08) 5. Laboratory compliance letters for Test Reports No.'s ETC -06-255-17412.1, dated 02/15/08, ETC -05-255-17144.0, dazed 07/03/08, ETC -05-255-16776.1, dated 07/06/06, ETC -06-255-17412.0, dazed 04/25/06, ETC -05-255-16776.0, dated 01/04/06, ETC -05-255-17900.0, dated 06/28/06 and ETC -05-255-16777.1, dated 07/26/06, all issued by ETC Laboratories, all signed and sealed by Joseph Labora Doldan, P. E. (Submitted under previous NOA No. 08-111&08) 6. Proposal No. 07-3867, issued by Product Control, dated 11/27/06, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 08-1118.08) G. OTHERS 1. Notice of Acceptance No. 08-1118.08, issued to Nan Ya Plastics Corporation USA for their Series "Nan Ya Fiberglass Outswing Doors w/ wo Sidelites - L.M.I.", approved on 04/29/09 and expiring on 04/29/14. (::: �;4 - �-- -I Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0612.06 Expiration Date: April 29, 2014 Approval Date: October 04, 2012 E-3 NAN YA PLASTICS IMPACT DOUBLE O/S GLAZED DOORS W/& W/O SIDELITES GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 2007 AND 2010 FLORIDA BUILDING CODE (FBC), INCLUDING HIGH VELOCITY HURRICANE ZONE MM REQUIREMENTS, AND AT THE DESIGN PRESSURES STATED HEREIN. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORTS 0 CTLA 17BOW AND @ CTLA 17BOW-2 DATED 03/08/08 AND 1i CTLA 1849W DATED 07101/08 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY,& THE ENGINEER OR ARCHITECT OF RECORD AND TO REVIEWED BY AUTHORITY HAVING JURISDICTION. 4.1X AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBI THE ENGINEER OR ARCHITECT OF RECORD AND REVIEWED BY AUTHORITY HAVING JURISDICTION. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, SITE SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE WITH THIS DOCUMENT: A. OUTSIDE HVHL* REQUIRE THAT A LICENSED . ENGINEER OR AABCCH�TSPREPARE AND SUBMIT SITE SPECIFIC FOR USE WITH THIS DOCUMENT TO BE REVIEWED BYAUTHORITY HAVING JURISDICTION. B. INSIDE HVHZ: REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED FROM THE MIAMI-DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT, PRODUCT CONTROL SECTION. MSTALLATIONA MORAGEDETAILS 6. DOOR FRAME (FOAM PVC) AND PANEL SIGN (SMC) MATERIAL: FIBERGLASS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300.04e1. 8. DESIGNATIONS' X' AND •O' STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL 9. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN. WIND LOAD DURATION FACTOR (Od =1.8) HAS BEEN USED FOR WOOD ANCHOR DESIGN. INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. IN ADDITION TO THE INSTALLATION ANCHORS SHOWN, TWO (2) INSTALLA11ON ANCHORS ARE REQUIRED IN EACH HINGE. LOCATE HINGE ANCHORS IN THE OUTERMOST HOLES OF THE HINGE LEAF INTO THE HINGE JAMB. ANCHORS ARE TO MATCH TYPE, SIZE, AND EMBEDMENT OF THOSE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER 4. FOR INSTALLATION INTO WOOD FRAMING, USE N10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 142 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 314 INCH. USE #12 WOOD SCREWS FOR MULLION CLIPS WITH 1-12 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 718 INCH. 5. FOR INSTALLATION THROUGH 1X BUCK (BUCK TO BE PROPERLY SECURED) TO CONCRETE / MASONRY, USE 3NB INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 114 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 2 8/8 INCHES. USE 8116 INCH ITW TAPCONS FOR ANCHORS THROUGH MULLION CUPS WITH 1-1/4 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 4INCHES. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER AND SIDING). 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR CONCRETE BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS. WITH THE FOLLOWING PROPERTIES: AA. WOOD - PT SOUTHERN YELLOW PINE. MINIMUM SPECIFIC GRAVITY OF 0.83. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI AND COMPLIES WITH ACI 301. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C•90. DESIGN PRESSURE RATING (PSF) TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL NOTES, INSTAL AT10N NOTES & D.P. CHART 2 ELEVATION AND ANCHOR LAYOUT 3 ELEVATION & ANCHOR LAYOUT 4 VERTICAL SECTIONS 8 VERTICAL & HORIZONTAL SECTIONS B HORIZONTAL SECTIONS 7 HORIZONTAL SECTIONS & MULLION CLIP DETAILS 8 COMPONENTS 9 BILL OF MATERIALS, GLAZING, KEEPER & HINGE DETAILS 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR CONCRETE BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS. WITH THE FOLLOWING PROPERTIES: AA. WOOD - PT SOUTHERN YELLOW PINE. MINIMUM SPECIFIC GRAVITY OF 0.83. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI AND COMPLIES WITH ACI 301. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C•90. DESIGN PRESSURE RATING (PSF) IMPACT RATING WHERE WATER INFILTRATION . WHERE WATER INFILTRATION REQUIREMENTMWEDED REQUIREMENT IS NOT NEEDED LARGE MISSILE IMPACT 170.0 20A " 8� (gyp IL S J �O Z 85 MA) FR HE 71 1/4' MAX. FRAME WIDTH 3410 MAX. PANEL WIDTH 21' MAX D.L.O. WIDTH 4 5 A3 PT. LOCK A 2 PT. LOCK A 4 ELEVATION EXTERIOR VIEW (OUTSWRYO) A rN WIN 0 FRAME WIDTH-� / 5 E 17Ff BOTTOM) SEE DETAIL 4 & 5 ON SHEET 9 5 5 4' (TYP) I 2.685' (TYP) lir 93 5/16' 79' O,A, MAX MAX. WE PANEL D.L.O. „HT HEIGHT HEIGHT x AC 318 FROM CORNERS x I TIVE INSTALLATION -- 7 3/4" ANCHOR (TYP.) .� A3 PT. LOCK A 2 PT. LOCK A 4 ELEVATION EXTERIOR VIEW (OUTSWRYO) A rN WIN 25 85112" MAX OA 251/2' FRAME HEIGHT 251/T SEE DETAIL B ON SHEET 8 ©'■111■I© 71114' MAX. FRAME WIDTH-� 3 MIDDLE ANCHORS GO THRU KEEPER (TOP & BOTTOM) SEE DETAIL 4 & 5 ON SHEET 9 (TYP.) 4' (TYP) ai 2.685' (TYP) 4' MAX O.C. (TYP.) 318 FROM CORNERS INSTALLATION -- 7 3/4" ANCHOR (TYP.) .� 25 85112" MAX OA 251/2' FRAME HEIGHT 251/T SEE DETAIL B ON SHEET 8 ©'■111■I© LLl 0: C4 $ern tq g2g� 4~? ANCHOR LAYOUT EXTERIOR VIBW (OUTSWING) on 6' MAX. (TYP.A 1313f16'(TYP.) 1 4` M . FROM CORNERS (TYP.) ai 217/8' MAX F pa O.C. (TYP.) 318 INSTALLATION Z ANCHOR (TYP.) LLl 0: C4 $ern tq g2g� 4~? ANCHOR LAYOUT EXTERIOR VIBW (OUTSWING) on ' 951,7 93 516° ro kl1 O.A MAXLD O. .ca�ennF PANEL 145 314° MAX. 'RAME WIDTH 72° MAX. T 36' ELEVATION OMBUOR VRIW (OUTSWIN()A ® MAX. (TYP.) 4° X. MA FROM CORNERS (TYP.) 3I3 -F- 217/8" MAX O.C. (fYP.) 851/2' MAX. O.A. FRAME 4° MAX. FROM CORNERS (TYP-) INSTALLATION ANCHOR (TYP.) C FIXED 145 314° MAX. U FRAME WIDTH 6 ANCHORS THRU MULL CLIP, SEE DETAILS 1, 2 & 3 3 MIDDLE ANCHORS ON SHEET 7 GO THRU KEEPER F (TOP & BOTTOM) 4' (TYP) SEE DETAILS 4 & 5 ON SHEET 8 2.885° (fYP) --xr 1313116' TYP. A. 10 %mi00 x I I x 1\1 71 x ACl 1E N 'II' N IW/ n -NI -N ACNE ANCHOR LAYOUT EXTERIOR VIEW (OUTSWING)A � a m LL OWQ N 0 0Op Q � c im IL m c 2 5/8" MIN. EDGE DISTA WOOD PROTECTION- (COMPLYING W/ FBC REQUIREMENTS) BY OTHERS EXTERIOR FINISH_ BY OTHERS PERIMETER CAULK BY OTHERS 2 518" MIN. EDGE DISTANCE CONCRETE / MASONRY BY OTHERS WOOD PROTECTION r(SEE GENERAL NOTE 3, SHEET 1)Q A (COMPLYING W/ FBC REQUIREMENTS) BY OTHERS 11/4' MIN. !`:� :'�' .<' `.:,;� ; ':' EMBEDMENT EXTERIOR FINISH %J�� BY OTHERS 1/4"MAXSHIMPERIMETER 1X WOOD BUCK CAULK BY OTHERS (SEE GENERAL BY OTHERS NOTE 4, SHEET ')A Q 37 41 INTERIOR EXTERIOR e ® r. VERTICAL SECTION OA DOOR PANEL AT HEAD MAX FRAME CONCRETE/MASONRY SUBSTRATE HEIGHT 95112" JA MAX. OA SEE GLAZING DETAIL PANEL ON SHEET 9 HEIGHT 93511V EXTERIOR 37 INTERIOR IEXTERIOR MAX. OA PANEL HEIGHT 93 5/18 AAX. Q.A. FRAME HEIGHT APPLY 10 CONTINUOUS BEAD OF SILICONE 2e CAULKING BETWEEN SILL AND CONCRETE s FOR FULL LENGTH OF SILL. Q -� r" W MIN. PERIMETER CAULK i.' •� y ; :-�: _ ^ . :: �. • ; :: ti: EMBEDMENT BY OTHERS CONCRETE BY OTHERS (SEE A GENERAL NOTE 3, SHEET 1) �A�2 518" MIN. EDGE DISTANCE A 5RaCAL SECTION ANEL AT SILL CASONRY SUBSTRATE ® CONCRETE / MASONRY BY OTHERS -(SEE GENERAL NOTE 3, SHEET 1) 1 1/4" MIN. �:, ~«......., EMBEDMENT I 1/4"MAX SHIMJ 1X WOOD BUCK $ 1 BY OTHERS (SEE 29 GENERAL NOTE 4, 12 SHEET 1) 4 41 INTERIOR IVERTICAL SECTION PANEL AT HEAD CASONRYSUBSMATE 16 141, 1 D INTERIOR[ilk g 3 III" 8 Lj a� APPLY 1/2" CONTINUOUS BEAD OF SILICONE CAULKING BETWEEN Ze z SILL AND CONCRETE a FOR FULL LENGTH OF SILL ; 11/4- MIN. PERIMETER CAULK-/ ri'''i�. ••r,.,.. r +:•.'+ EMBEDMENT BY OTHERS CONCRETE BY OTHERS (SEE GENERAL NOTE 2 SW MIN. EDGE DISTANCE +� ®3, SHEET 1) CSIDVERTICAL ELXrrEE PPAANEL AT SON CONCRBTB/ MASONRY SUBSTRATE MAX. OA FRAME WIDTH - 1/4" MAX SHIM 1 1/2' MIN. EMBEDMENT 2X WOOD FRAME 82" OTHERS (SEE wn GENERAL NOTE 3, SHEET 1) EDGE DI+ STANCE SHEATHING BY EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS INTERIOR E HORIZONTAL SECTION DOOR PANEL L AT HINGE STILE WOOD FRAME SUBSTRATE F HORIZONTAL SECTION ASTRAGAL 3/4" MIN. EDGE DISTANCE SHEATHING BY OTHERS EXTERIOR FINISH 2X WOOD FRAME BY OTHERS (SEE GENERAL NOTE 3, SHEET 1)A 11/2* MIN. —MAX. O.A. FRAME WIDTH 3/4" MIN. EDGE DISTANCE SHEATHING BY OTHERS g 9/4" MAX. SHIM e� 9 N 1 1/4' MIN. EMBEDMENT w gI BY OTHERS CONCRETE / MASONRY s ze a Ia tz as ze BY OTHERS (SEE Ro o� o �r o EXTERIOR FINISH BY OTHERS GENERAL NO, 3 ui o m PERIMETER CAULKS � SHEET 1) A ;9TE k' H w v '— z° w a o. g BY OTHERS 1/4' MAX SHIM BY OTHERS 1/4' MAX SHIM) W ' n; 'e _2 5/B' MIN. EDGE DISTANCE rn 30 is Z u. N 71Y, aT s Ie Ie 15 34 17 1X WOOD BUCK 0 BY OTHERS (SEE GENERAI w NOTE 4, SHEET 1) 0 m PERIMETER CAULK WOOD PROTECTION ^ BY OTHERS COMPLYING W/ FBC CL Orn w 8 12 Lk REQUIREMENTS) BY OTHERS _j o oO a O V FRAME EXTERIOR FINISH BY OTHERS FRAME �a G HORIZONTAL SECTION 951/2" 31 41 NEP�CONCRTE/�NYS TE 951/2' 37 41 3/4" MIN. EDGE DISTANCE SHEATHING BY OTHERS EXTERIOR FINISH 2X WOOD FRAME BY OTHERS (SEE GENERAL NOTE 3, SHEET 1)A 11/2* MIN. 3/4" MIN. EDGE DISTANCE SHEATHING BY OTHERS 2X WOOD FRAME BY OTHERS (SEE GENERAL NOTE 3, SHEET 1) A e� 9 N ` C\' BY OTHERS EMBEDMENT EXTERIOR FINISH BY OTHERS EMBEDMENT ui o m PERIMETER CAULKS � ^� PERIMETER CAULK v '— z° BY OTHERS 1/4' MAX SHIM BY OTHERS 1/4' MAX SHIM) W ' n; 'e 30 30 is 18 1 33 1 4AX.CIA a 12 MAX. O.A. 8 12 FRAME FRAME �a 3 a HEIGHT HEIEGHT s a 951/2" 31 41 951/2' 37 41 A 8 A 6 EXTERIOR INTERIOR EXTERIOR INTERIOR No HORIZONTAL SECTION HORIZONTAL SECTION DOOR PANEL AT HEAD SIDELITE PANEL AT HEAD WOOD FRAME SUBSTRATE WOOD FRAME SUBSTRATE if 1/4" MAX SHIM 1 112" MIN. EMBEDMENT 2X WOOD FRAMEINTERIOR BY OTHERS (SEE ENERAL NOTE 3, n ^ �a �B n QSHEEr 1) YY Y 3/4" MIN. EDGE DISTANCE I_ _ SHEATHING-/ ����� BY OTHERS �3 EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR -A MAX. OA FRAME WIDTH (SEE SHEET 3) HORIZONTAL SECTION SIDELPPE PANEL AT JAMB WOOD FRAME SUBSTRATE 1/4" MAX. SHIM 1 114' MIN. EMBEDMENT CONCRETE/MASONRY INTERIOR BY OTHERS (SEE GENERAL ®NOTE 3, SHEET 1) 25/8'MIN. tt� EDGE DISTANCE.�.�,. A1X WOOD BUCK BY OTHERS (SEE GENERAL to 13 3 NOTE 4, SHEET 1) PERIMETER CAULK BY OTHERS WOOD PROTECTION (COMPLYING W/ FBC EXTERIOR REQUIREMENTS) BY OTHERS AMAX OA FRAME WIDTH (SEE SHEET 3) N HORIZONTAL SECTION SIDELYCE PANEL AT JAMB CONCRETE/MASONRY SUBSTRATE 1/4' MAX. SHIM 11/4" MIN. EMBEDMENT INTERIOR CONCRETEIMASONRY BY OTHERS (SEE GENERAL NOTE 3, SHEET 1) A c=nlr 2518"MIN. ''" EDGE DISTANCE 1X WOOD BUCK 3 13 13 33 24 BY OTHERS (SEE GENERAL PERIMETER CAULK BY OTHERS NOTE 4, SHEET 1)A EXTERIOR FINISH BY OTHERS WOOD PROTECTION EXTERIOR (COMPLYING W/ FBC MAX. OA FRAME WIDTH ® REQUIREMENTS) BY OTHERS (SEE SHEET 3) S HOn=�O��ATN CONSTE 1/4" MAX SHIM 3/4' MIN. EMBEDMENT INTERIOR 2X WOOD FRAME BY OTHERS (SEE GENERAL NOTE 3, SHEET 1) nn�nn ,a nrn A. EXTERIOR T 314' MIN. EDGE DISTANCE+ BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR FINISH BY OTHERS MAX. OA FRAME WIDTH (Q� _ � (SEE SHEET 3) —� PERIMETER CAULK BY OTHERS HORIZONTAL SECTION DOOR PANEL AT LOCK STR E WOOD SUBMRATE 9 aa.. N v L4 '4 L LL 0 owl m 0 HORIZONTAL SECTION MULLION HORIZONTAL 2 5/8" MIN. EDGE DISTANCE CONCRETE )THERS (SEE GENERAL NOTE 2, SHEET 1) PERIMETER CAULK BY OTHERS DETAIL 2 K3 PERIMETER CALUK BY OTHERS 7/8'O.C.TYP. I 314P MIN. A EMBEDMENT II ae 5/16"TAPCONA — 718* MIN. EDGE 1 7/8"O.C. WOOD FRAME DISTANCE TMP' BY OTHER #12 #12 1 , AFI 10 SCF 1 1/2o MIN. EMBEDMENT PERIMETER GAWK BY OTHERS 17116" T7T/r 17116' A f 13W DETAIL 17W CONCRETE—Z BY OTHERS (SEE GENERAL 2 5/8" MIN. NOTE 2, SHEET 1) EDGE 17/8"0 C TYP. DISTANCE DETAIL TAPCON A 9 4 . FRA JAMB� OHFOAM PPVMC CO ODO R BOTTOM - B EXT O E O INTERIOR SKIN A O GLAZI OB A O -IX 1 --623132 --+� PVC CO -EX J a,ra FIBERGLASS �sata 1 7132 a7ne _j 1 3I&' PVC z3rre ALUMINUM L:—ip- FOAM PVC CO -EX 1T bf8 W23732'9 Fy Mtn. = 64� PSI F Mtn. =11.200 PSI l8=0.078 Fy Mfn 14.000 P&I s.�}1—}! FY Alin. =14,W0 P81� 1 I I►--66198' � F bOn. =6480 PSI •= F ui g� ui OTOP &BOTTOM RAIL FOAM PVCrr O BOTTOM RAIL WHITEE PINE WOOD MEM 1U DOOR PVC CO IX M U ALUMINUM 12 FOAM PU PE FILM IP 13 W PP & TPEE 14 FOAM PVC 15 WHITE PINE WOOD m 18!32' 11awtt 1 1 1T3MB• ® 21118' 13718' 91!18' �� &8' 1 18132• 12' --►{ �--68" ' �4• 223132' ®1 18(d2' p, � O W LL 0 m —T1 I 1 3 Fy Aft SW0 PO L=346 ® FyM L -SMP L=88.8' 6 ¢r 3 28 ALUMINUM 6063.5 GAP PLANK RIGID PVC O HANDLE SETS ® MULTI -POINT LOCK SYSTEM18 ® 17 4 X 4 DOOR HINGE REINFORCEMENT A O STEEL O o z ` t-0.076' { 23 �� Ins 612 836It8 STEEL to Ali+- „3131 Y K Zfl W? � .6.-2.3h- 103!8' 38W }rem '�" � -T _0 110W1 EXTERIOR SMC 18P SKIN - BOTTOM RAIL i e Q� FIBERGLASS Fy 11.000 PSI ® Atnr L' "� g 1 � kil 19 NYLON SCREW O 20 1 7!32° STILE 21 ASTRAGAL REINFORCEMENT O s trr 17 NYLON 66O® FOAM PVC ALUMINIUM I_j��A11 1 Q twt MULLION CLIP ® t=0.073 STEEL Fy=3e ,u3re INTERIOR SMC 18P SKIN - BOTTOM RAIL t=o.o7&' O ,1li2 -� I -1 = s000 Pa, a i� s t7t3e 1332 t Ire. 1,�' Is AF FIBERGLASS Fr=11,0 P81 Sane' Fy Am. W d Z ;ul © ASTRAGAL RIGID PVC 24 5/8° LOCK STILE FOAM PVC A O MULLION COVER PVC 1318' � .�-L. 1313r-IIL 18 STILE STEE REINFORCEMENT 0 o 0 �ROLL FORM STEEL 0.125° TYP. 19w �� w• . ; 0 0 WALL THICKNESS p,�OP� 39 TOP/BOTTOM DRIVER BAR SYSTEM 7.1re' 0 o Ll o O 1314' 1 _18431132 , 1!1' STAINLESS STEEL 41 1 9118` REINFORCEMENT WHITE PINE WOOD ® 18118' 42 21/8" REINFORCEMENT WHITE PINE WOOD , 18732' O sHQp IN Fy=38 KSt� L=88.8' 37/.id' ®1' Lo34.G 9/18 L -SW R -T1 W 7. . T 4 . I DETAIL 6 HINGE INSTALLATION ANCHORS MIN. EMBEDMENT (7YP):-{ REW -1 112° INTO WOOD \ 3116" TAPCON -1 1/4° INTO CONCRETE/MASONRY 8 3132 f� 13/6" -{ 2.665° 1i--2.665" DETAIL 4 TOP KEEPER 8 3132° O d O d *1 13/8' DETAILS BOTTOM KEEPER Y 1° OA LAMINATED GLASS CONSISTING OR O 118' ANNEALED GLASS, 0.090° SOLUTIA PVB LAMINATE a 1/8° ANNEALED GLASS, O 1/2"S/S SPACER W/ARGON FILLED SPACE, 1/8" TEMPERED GLASS 2 9132 z° d 94 47 s �IFr1le° ' d s GLAZJNG BITE: ®®O® 1" 48 0.625-® It EXTERIOR ° \ INTERIOR / L7 26/32. 19/32 S GLAZING DETAIL r BILL OF MATERIALS ITEM NO. DISCRIPTION MATERIAL VENDOR 1 HEAD FRAME & JAMB FOAM PVC NAN YA PLASTICS 2 DOOR BOTTOM - B PVC CO -EX NAN YA PLASTICS 3 SMC 18P FIBERGLASS SKIN (Fy-14.000)(EXTERIOR) A FIBERGLASS NAN YA PLASTICS 4 SMC 18P FIBERGLASS SKIN (Fy-14,000)(INTERIOR) FIBERGLASS NAN YA PLASTICS 5. GLAZING BEAD RIGID PVC NAN YA PLASTICS 8 OUTSWING SILL -B EXTERIOR ALUMINUM - NAN YA PLASTICS 7 OUTSWING SRL.-A INTERIOR FOAM PVC CO -EX NAN YA PLASTICS 8 TOP/BOTTOM RAIL PVC FOAM NAN YA PLASTICS 9 BOTTOM RAIL WOOD REINFORCEMENT WHITE PINE WOOD NAN YA PLASTICS 10 DOOR BOTTOM PVC CO -EX NAN YA PLASTICS 11 THRESHOLD GATE ALUMINUM NAN YA PLASTICS 12 Q•LON WEATHER STRIP FOAM PU, PE FILM Q-LON 13 WEATHERSTRIP PP & TPE 14 518' STILE FOAM PVC NAN YA PLASTICS 15 STOLE REINFORCEMENT WHITE PINE WOOD — 16 STILE REINFORCEMENT ROLL FORMED STEEL — 17 DOOR HINGE STEEL — 18 REINFORCEMENT STEEL — 18 NYLON SCREW NYLON 66 — 20 17132" STILE FOAM PVC NAN YA PLASTICS 21 ASTRAGAL REINFORCEMENT ALUMINUM 80837T5 — 22 ASTRAGAL RIGID PVC NAN YA PLASTICS 23 GAP PLANK PVC NAN YA PLASTICS 24 SW LOCK STILE FOAM PVC NAN YA PLASTICS 25 MULLION COVER RIGID PVC NAN YA PLASTICS 28 MULLION ALUMINUM (8083 -TS) — 27 MULLION CLIP STEEL (ASTM E 653) 28 PHENOLIC FOAM NA NAN YA PLASTICS 29 SHS' TAPCON - INSTALLATION ANCHOR STEEL ITW 30 010 WOOD SCREW - INSTALLATION ANCHOR STEEL 31 010 X 4' PHILLIPS SQUARE DRIVE SCREWS STEEL 32 010 X 3' PHILLIPS SQUARE DRIVE SCREWS STEEL 33 010 X 21/2"PHILLIPS SQUARE DRIVE SCREWS STEEL 34 #9X2'PFHSCREWS STEEL 35- 08 X 110 PFH SCREWS STEEL 36 5178° TAPCON - INSTALLATION ANCHOR A STEEL ITW 37 1* CA LAMINATED INSULATED GLASS CONSISTING OF. EXTERIOR GLASS CONSISTING OF 118' ANNEALED GLASS; 0.080° SOLUTLA PVB LAMINATE,1/8' ANNEALED GLASS; 1/2" SJS SPACER W/ARGON FILLED SPACE, 1/8' TEMPERED INTERIOR GLASS GLASS 38 ROYAL SERIES MULTI POINT LOCIGNO SYSTEM STAINLESS STEEL — 39 ROYAL SERIES TOP BOTTOM DRIVE BAR SYSTEM STAINLESS STEEL 40 HANDLE SET STEEL 41 19 L16'RMNFORCEMENTWOOD -D =34 WHITE PINE WOOD 42 21/8' REINFORCEMENT WOOD -B(L=88b') WHITE PINE WOOD 43 010 X 2 PHILLIPS SQUARE DRIVE SCREWS STEEL — 44 SMC ISP FIBERGLASS SKIN - BOTTOM RAIL (IXT)(t 1.000 PSI FIBERGLASS NAN YA PLASTICS 45 SMC 18P FIBERGLASS SKIN -BOTTOM RAO. M11,000 PS FIBERGLAS NAN VA PLASTI 46 012 WOOD SCREWS STEEL — 47 DOW CORNING 885 SILICON BACKBEDDING SILICONE DOW CORNING 48 DRIVE BAR PLATE STAINLESS STEEL — 49 HOOK KEEPER STAINLESS STEEL — I DETAIL 6 HINGE INSTALLATION ANCHORS MIN. EMBEDMENT (7YP):-{ REW -1 112° INTO WOOD \ 3116" TAPCON -1 1/4° INTO CONCRETE/MASONRY 8 3132 f� 13/6" -{ 2.665° 1i--2.665" DETAIL 4 TOP KEEPER 8 3132° O d O d *1 13/8' DETAILS BOTTOM KEEPER Y 1° OA LAMINATED GLASS CONSISTING OR O 118' ANNEALED GLASS, 0.090° SOLUTIA PVB LAMINATE a 1/8° ANNEALED GLASS, O 1/2"S/S SPACER W/ARGON FILLED SPACE, 1/8" TEMPERED GLASS 2 9132 z° d 94 47 s �IFr1le° ' d s GLAZJNG BITE: ®®O® 1" 48 0.625-® It EXTERIOR ° \ INTERIOR / L7 26/32. 19/32 S GLAZING DETAIL r S MIAMI• DEPARTMENT O%' PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PIRA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 8501 NW 90 Street Medley, FL 33166 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, R0= 208 Miami, Florida 33175-2¢74 T (786) 315-2590 F (786) 315-2599 This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AW). 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 fans 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fags 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. Exttmded Aluminum Tube Mullion w/ and Wo Steel Relnforeement— IJVU APPROVAL DOCUMENT: Drawing No. LAW -M1,1001, titled "Aluminum u e• o eets through 10 of 10, dated 04/27/10 with revision A dated 01/WI% prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the No im of A aktance number and expiration date by the Miami -Dade County Product Control Section. MMILE Large and Small Missile Impact LABELING: Each unit shall bear a permane:rt�Me to nu a -E EPs name or logo, city, state, model/series, aqd 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 TERKWATION of this NOA will occur after the capitation date or if there has been ii 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 and renews NOA # 10-0610..02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-01.2f.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2012 Page 1 1 'Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions'Sheets 1 through 10 of 10, dated. 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS I. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under NOW 03-0225.07)) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing', Inc., Test Report No. UM -02,1716, dated 8/27/02, signed and sealed by Rafael E. DrozSeda, P.E. (Submftted und&NOA# 03-0225.07) . 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Subndtted under NOW 03-0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOW 03-0225.06) . a Manuel,Perez : Product Control Esc elr. NOA No. 12-0127.07 Expiration Date: May 30, 2017 Approval Date: March 29, 2022 E-1 . Lawson industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUM) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc.; Test Report No. HETI 02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOM 03-0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted underNOW 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter. of conformance, complying with FBC-201 0, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Ina. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement -- L.M.I., approved on 10/06/10 and expiring on 05/30/12. 1V+Ianuel ' P.E. Product•Contra or NOA Pim2-U12 x Expiration Date: May 30, 2U17 Approval Date: Mardi 29, 2412. E-2 ANCHORAUP GLAZING GLAZING PRODUCT PRODUCT PRODUCT VERTICAL § ANCHOR/CUP HORIZONTAL MULLION r� IN I ANCHOR/CLIP VERTICAL VERTICAL MULLION MULLION GLAZINGGLAZING GLAZING PRODUCT PRODUCTJANCHOR/CUP­j PRODUCT wl W2 MULLION SPAN WIDTH (W) = W1 + W2 + w3 2 ti VERTICAL MULLION GLAZING GLAZING PRODUCT PRODUCT ANCHOR/CLIP ANCHOR/CLIP GLAZING PRODUCT i—HORIZONTAL MULLION .ter GLAZING GLAZING GLAZING PRODUCT PRODUCT VERTICAL MULLION ANCHOR/CLIP wi Al2 1 W2 w r MULLION SPAN_ WIDTH (W) = W1 z W2 WIDTH (w) = WI a W2 TYPICAL MULLION ARRANGEMENj� THESE MULLIONS ARE RATED FOR LARGE MISSRLE WACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE )NTAI MUL VON COUPM APPROVED IMPACT AND NON -IMPACT PRODUCTS. R CTANgULAR aLUMINUM ruaF_ MULLIQ SING MULLION PROPERTI ONLY 1. WITH THE DalfilW0 3. LLULLR W ARE APPROVEI) FOR IMPACT AM #M-IWPACT APPUMOIS, INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE ul01 0. 4. WOOD SM BY MOM MUST BE ANMMEO PRWMT 10 TAAMSFM LOADS TO THE STRUCTURE. a AHL7WRS SHALL BE As Low. SPACED As SHORN am D um% ANCHORS GOONEY TO BASE L41 EM SHALL RR BEYOND WALL DRESSNO OR S=M S. ANCHOR DW OR LOAM CONDITIONS NOT SHOWN M THESE DETAOS. ARE NOT PART OF TFL6 APPROVAL 7. A LOAD DURRAW N WCREASE IN ALLOWABLE STRESS IS USM N BMW W :f•: WDOO ANCHM ONLY. IL MATERWS INCLUDIND BUT NOT LILRTEO TO STM 04 METAL SCREWS, THAT comE INTO CDNTACT WITH OTHER ODn''RIADAR MATERNLS SFW]. MEET THE OMURVAO S OF THE 2010 TLDRIDA BLDG. CME - SM IOM 7047.8.4. MULLION ION & CLIP NOTES 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WRFC STEEL REINFORCEMENT REFER 70 SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS •�. 3. FOR CLIP TYPES AND ANCHOR CONOM S REFER TO SHEETS 8. 7, 8, do 9 OF 10 FOR DETAILS AND NOTES. + N ' REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS* D R 07 m� O1�o a -4d 1 9 0. SI Ib9@ A JSA tYP. O 98a JCS m o 4 TOGO QV ._lgW� m IR h J03 2 X 4 w aa90 sr m ionmaet fmc o Z 7.2_MIJLLION CLIP ON 7f mes is Jfi9 J� LM J� JOd U� ase me s usa Lae w3a uwa Leve •[• aPOlOtL{L 1• 2 X 8 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 1dULLIO1 1 Custom ICtom wULLION CUSTOM MULLION CUSTOM MU LU n U 8a� an-TitWILI-Te ae6Y"10 69a] -TB 86W -M dtra 2075 h4 bma 1.000 irl. bna 0.950 k baa 0.370 in! baa 0.330 Irre. e e Pow Sara 1.035 b47 Sm 0.987 k2 Srsa 0.533 0 Srea 0.370 19 Selr: 0.330 true e (RANGE FRAME) (nit FRwl* tRA (FIN FRAME) tO.ANSE FRAME} e sauum TUBULAR WAM TTP. WALLALLOT -Iwai'-775 u!' 4 lath PaaDilCt ''S �1 Jai IS00 s,. • >� a.Doo Jag U 900 lx MULLION IP uu 4.= 'I,' Is am-711MULLIONS CbNFA1NINCt sin. IUBEMULLSON ,SM. TUR uw a 10N �TO_TIIHF 2- MLn LIOFt;'r . j � $ �' IA I " TYPICAL GLAZING PROPL1CTS 2 X 5 2 X a baa 2A70 in! txw ds To HORIZONTAL QR -to t+Ix 0330 �n VFTICAL 0 Svc t.Ou I+t Srr0.03311111-1=,���p, 330 0. 0 0 SEE WOM ARBOB APPrANX 57A 7118E IAULlION , „ TURP. MULLION 53m 0>oPmOeot FASTED SM AND SPACM 4003 -To 606.1-711 oglldegt o e baa 9.250 IIL baa 2.950 T64 ODH %% SM 2754 hL But 1.490 h+s rLllonDa �77 r CLIP LENGTH 1 d INSTRUCTIQNS: �Z50JG MULLION PROPERTIES ONtLY x a L688• USE ealAafa Uro mages As FOUAwB AddD CMBE USED AFOR LL tJtW5OON'S ulAMl� IMPACT[ DAD ����.1-119A!"" �i9A�4 aEMININ E DENO Law REMOM FM PAROWIM DPV^U a , • r • 1 X 3 2698' SfEp t COUNTY APPROVED IMPACT AND NON-DdPACT PRODUCTS. • a A. oP110ritl. I X 4 3bB8• STEPOIALNO PRDOUms ItEEIAIQ A900E IJa{D d s1�;�jg 2 X 4 3b98' EPP = caDrEm= m uaumx AS M Paom aCROM I Z Appmat uln. 2 % 6 5688• m ZWV RAXW u saw stuev� 1 REFER TO TH£ GENERAL NOTES ON SHEEP '.7 r/J� �• o t - -'WM ON WW 3 DF 10 saErT I,W.L , I= 1 OF 10 FOR BUILCNO CODE COMPLDWCE. 1. ALL CUPS AND ANGLEUfLiWS ARE TO FIT STEP 9 "M 0e4m1 mums ImaE Tltw ori 1G6 sPe�1m eu 2. � A INTOLES ARE NDT Flt SNW mut AtW STEP m Ti I'm 6R D 1Rhl►V AW Mrotmt pasts SALLY. 8E GRIMM VERTICALLY OR '� nIts is esat-rs INTO TUBE MUCUOMb. SEE OPTIONAL STEP J. sx slo-�► o, sEltsr TmE IwR► DESIGN R�ttxa' 3. REFER TO SHEET 1 OF 10 FOR TYPMAL MULLION eao3 ANCHOR WML AT SHEET 9 OF to. > 11MIi INE OL4Ui IONYa SPEDII>EO a/ SW 1 Aem. ARRANOpMMM OR STACK CONFIGURATIONS. 38-3!8" 60.818" w1 III W2 i 744M 145.4 l6Ma 5 4s ve+rau Y11Wpy azMIED C.7 88.2 EM � 4 Mom PRO= ME 8 _� EM 8 105.7 ISDA 840 B8 EM 8 _� 72 EM 7 0 78 �MMslum 7 1844 1540 1540 18 I 1 98^ 37.7 RLI 110MEMO 1840I 1 150.0 1 Ismo I 1844 24 293 61A 867 IMO 2 160.0I 18x0 I 18Mo NoElmNoNo - 22.8 49.3 71.0 ISMO 3 a 0 ,B a t.1SMI IMP aaa� 131.1 150.0 150:0 42 16.2 35.2 50.7 123.2 4 ta.7 15aa Isma, 48 _ 639 44.3 107 4 101.9 148.8 is" 6427. �A 85.8 B 84. 32, ,s4a - 249 38.8 652- 0 83. 12Mt 1840 as 224 SM 76A 6 78.6 1141 ISMO 72 20.6 295 71.9 w1 III W2 i 744M 145.4 l6Ma 5 4s ve+rau Y11Wpy :c4a o` Y 2 49A C.7 88.2 750 0 � 4 Mom PRO= 4 8 B logo 18 0 w1 III W2 i 744M 145.4 l6Ma 5 4s 84" :c4a o` Y 2 49A C.7 88.2 750 0 � 4 129.2 ISas 1540 64 18.8 4119 88 8 IM! 8 B logo 18 0 11.9 389 630 "P.T 8 105.7 ISDA 840 B8 ls.3 MA 481 2.4 8 889 1395 1840 72 307 44.1 839 7 B95 1289 1540 78 2B9 40. 88 7 1844 1540 1540 18 I 1 98^ 37.7 RLI 118.3 1840I 1 150.0 1 Ismo I 1844 24 293 61A 867 IMO 2 160.0I 18x0 I 18Mo 30 - 22.8 49.3 71.0 ISMO 3 a 0 ,B a t.1SMI IMP aaa� 131.1 150.0 150:0 42 16.2 35.2 50.7 123.2 4 ta.7 15aa Isma, 48 _ 639 44.3 107 4 101.9 148.8 is" 6427. �A 85.8 B 84. 32, ,s4a - 249 38.8 652- 0 83. 12Mt 1840 as 224 SM 76A 6 78.6 1141 ISMO 72 20.6 295 71.9 T, 709 101A 1 a 88 3 160.0 i 1sm0 t8 28.8 JV iB4d 85.i If 18aa Isms i6m0 a 19.9 43.5 62.8 18x0 1�.I t o 3s 16.8 045 48 13113 125.2lama 38 28.8 41.6 1,38 3E 107.318m0 42 - 7 389 97.4 4C 93.948110 lam' .B 31.1 85.2 4f 0 A, d 192 27.7 7 64 76. 16110 BO 17.3 24.9 88.1 80 8S 31610 BB 1sT 227 8x.0 8B 8lama 72 _ 8 B3.8 7967.0lem 7e 19Z 5z -a�PRO=� EYPM'AL 14U� A Rda� 51 AH4ffN w 9; "AMMMM llY{NE 9FAW2'. 8W{P8 i MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. zwo PRO= GLUM POOL= (INTERPOLATION BETWEEN WIDTHS ALLOWED) . WIDTH (W) :m7 ',Y2' M N MAN 2 120" a�ra� aaa�e �saa® a�a44444� ■isaa® aaar�e aaa� �sai■s� aaa� aAa� daaB44�E �aaa� a4444444aia a�■sa� aaa� aaa� �sssa� a4444s8444s4Trb I I% x M n ION rI1P DO&A-Te 2 X 6 WAS" TUMRAR SIPM TTP. WALL .. AW ALL AUDY - 008.3-78 W.AING PROD= Ix MULLION CLIP BDe3-18 IQNy„�G,Q]JTAINING t• em1C11 'L' IG PRODLIC aPTmRA1 ORIZONTAL OR • VERTICAI • 0 SM WAIDOTI OR ODOR APPROVAL FOR FASTDM SM AND SPALARO 0 0 ROTCR aPlAbuu. CLIP LENGTH MOLL "C I x 2 1XGO, I X 3 25881 1 X 4 3.688' 2 X 4 3.668' is X G 8588' 200 [AZOOZOEVEMLMHES . ALL CLIPS AND ANGLES ARE TO FIT NUG DVTO TUBE MULLIONS ANGLE CU . WHERE ANGLES ARE NOT FG' SNUG 8047-tD OFmONAI. OF 10. N X6 2X4 ttTtT. pi 1X 3 1.188 txxtl ' Ixx: 7.549,VUiT4 49 510. lUJB UU ION 1 X 3 LICTI GNAR19 AM GRAMS AS F0LL0T6. wmam mm 1OAO numnED FOR PART42m 0PF7m 1 X 4ems, TUtTE AeUL 1 x 3 ��- rLwm MULLION_ I W =v p+uwm sam SPAM 1. REFER TO THE ODOM NOTES ON SHEET 1 p to :WSyDp 0093-t8M VIh1 . MLn t tON da4F+TG x To SHEET I OF 10 FORTURATIONSULLION tFW� t t ' LG.I" DI S►tr Amm brrt 009 bw 4.709 0Im1t 27768 U4 bnu 2.168 1r; Sm 7.445 in. bx 80. 2.385 11LT 53W 2.3650 Sm1.445 b4 1.479 103 ' F9Al1E» MAMIE FR Q :F81 FRALIQ f fi"1 ziI98D pppp ..; S90 SAM -1"! D t1 S.LLS. 011' G.D. 5;• N X6 2X4 ttTtT. pi awsaqv 1 TUBI' tAULUON txxtl ' Ixx: 7.549,VUiT4 49 Sm 3J= LICTI GNAR19 AM GRAMS AS F0LL0T6. wmam mm 1OAO numnED FOR PART42m 0PF7m THESE MULLIONS ARE RATED FOR LARGE MI AND CAN BE USED WITH ALL lA1YSON'S SME mAITUG PR==uEfi1nIG ABOVE LWCOUNTY APPROVED IMPACT AND NON—IMPACT PR( CO"NRECTmN To totltx8l AB POI PMn= NOTESAnIflo: I W =v p+uwm sam SPAM 1. REFER TO THE ODOM NOTES ON SHEET 1 p to :WSyDp 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY ISE ORIENTED VERTICALLY OR t qj � AiAalm Wm oN sa6t a nm A ARD ALIO m p1mmHORIZONTALLY. RAMICAL x To SHEET I OF 10 FORTURATIONSULLION tFW� t t ' LG.I" DI S►tr Amm ARRANGEMENTS OR STACK CONFIGREFER I" IDUM I 950.0 I loo.0 f 150.0 91 Z4 i 160. 150 0 1 .0 160.0 30 160.0 150.0 150.0 160.0 30 160.0 50 0 150.0 50.0 a 39-318- 60.0 J-1mo _ 150.0 150.0 48 74-114" 50.0 1 ISO. 1 OA 160 0 30 160.0 160. 160.0 160 0 35 150.0 150. 50.0 60.0 50418" _1.50.0 160.0_ 150.0 1 0. 48 84" 67" 150.0 Iwo Y 150.0 I. 150.0�-7 86" 60.0 50.0 1 Isa.0 1 150.0 111 30 960.0 180.0 160.0 160.0 38 30:8 180.0 1 0 150.p 42 63" 142 150 0 8 A 150.0_11 48 1 108" wr.r iww.w 1 iv f 1 1 au.a 1 wx 1 1C9.4 II iY �mmzaxw WLIJON vinf>Gu +9ys: p ^ass TYPICAL MJLLION ARRANGEMENTS wweN as=PROMO 143 W BE Ri GR PMMUCT PRO=y MULUONS RATED IN THESE CHARTS MAY BE ORIENTED VERMALLY OR HORITOMTALLY. GLAZIN PwoucrasaM (INTERPOLATION BETWEEN WIDTHS AUMED) =Wto"(''wa- tdUWON SPAN 2 120" 0� IRS o z i 14 gig D Dig V 1A V iG iii M d� a� r�M MIMI ■sem 0Rmm �Mm a� arm a�■e ;e IRS o z i 14 gig D Dig V 1A V iG iii M CLIP (OO 1-t/7. UK Rt141Nti CLIP x MIN. EDGE DIST, 2-3/18" CONCREDE OR 4- D/IR' &Jung ,112 i Pat AN= " I� s I --•«•-•••..�••---"� 1#9I iur*— L•UI rumor pR+ 11 Atlbl 1 R It 2rt ANCHORS TYPE 'C' (INN BLOCKI g g s i; ' •_, : 41' a.. ,�, ANCHORS TYPE 'F (INTO CONCRETE) I .' ` '. ' : 4• ' ; ' •; 2 ANCHORS THRU 1 N BUCK ����11t M E1a7.�T/4�i IMO CONCRETE OR 9LOCKQ�1dg.N••••o•••'':�j�4ir i a or l �t FLaLtutA ala 3: s t = Ji f '�3"' it ag Pmao sunt t, �- j (••• -=per .9 s , k • ANCHORS TYPE 'B' ° F 4 ANCHORS INTO WOOD �+�JIA ►� At== LdrAM wom 11=— " I� s I --•«•-•••..�••---"� 1#9I iur*— L•UI rumor pR+ 11 Atlbl lu 3/4' MIN. ,UPCDUB ANCHORS TYPE V (INTO O BLOCKK EDGED -t/�' N ANCHORS TYPE 'G' (IM CONCRETE) ® s' ALL CLIPS AND ANGLES TQ "T SNUG 4 ANCHM TIM IN BUCK. INTO CONCRETE OR BLACK �. R t jy 1FU INTO 1USE LLJOMS. t "N4' & 2i4' MULL ` P ^� TAPCONS MAY BE HEN OR fU1T HEAD. g s ' 4 i11N. ED{1E•OISI: •i t 7.1.12 2--316' CONCRETE OR 4 HOLLOW ' alar Twwre 9VUr TAPCMG "J .' 112 1-3/4' IM EttBID IAA WLi01Rit' PER ON pcm %NO 1-3/4' INt. 1341100 W10 NASONRII • w, ,�' _ _ ofi MICK 7 cw r I. PER -VmLEWOW ,;•: ?. i � 1 -' •'.. :� ;t ALURME ALL CLAPS AND ANGLES TO CIT SNtM INTO TUBE MUL7101JS a �•• 4• . •. v ; 4 L: . • � 4 "' Arm InrAtwN TAPCONS MAY DE NEN OR RAT HE=do I ANCHORS TYPE _'A' 2 ANCHORS INTO WOOD I t •• ----- r� tIt ItA�iItR t29P 29 It I s/ MIM. 1-t 8• tml. 1'Am6 PD+EtInt10N IST. 4 QIP a RN•EAtit VAN61 t -L/1• IItL PD&TRAM 2 PER ANOI.E ANCHORS TYPE 'C' (INN BLOCKI g g s i; ' •_, : 41' a.. ,�, ANCHORS TYPE 'F (INTO CONCRETE) I .' ` '. ' : 4• ' ; ' •; 2 ANCHORS THRU 1 N BUCK ����11t M E1a7.�T/4�i IMO CONCRETE OR 9LOCKQ�1dg.N••••o•••'':�j�4ir i a or l �t FLaLtutA ala 3: s t = Ji f '�3"' it ag Pmao sunt t, �- j (••• -=per .9 s , k • ANCHORS TYPE 'B' ° F 4 ANCHORS INTO WOOD �+�JIA ►� At== LdrAM Apem 0 MASOtd1Y 3-3/4' a ANGLES TO TUBES WHERE APiOLES �Q ARE NOT FIT SNUG INTO TUBE �NCUP U= M�O MULLIONS.' r jBlIO 1 X e Mir t-7/4' IN/. E118N LASONAY 4 PEI AA[ 2 -PER ANGLE X 3 8688'al 1 MI --1 I 7s4 W 216 WA ; 1 [S 1 CLIPS OR ANGLES CONNECTED OIKCTIY TO MASSOM TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LAC4tf L MIN. EDGE DIST. 2-3/78" CONCRETE OR 4" HOLLnW BLOCK �.7rvil7aT�� PRO 00 OPTIONAL ANCHOR DETAIL ANGHQRS WfO CONCRETE CB CEMENT BLOCIC LENGTH LOCATION OF SCREWS CONNECTING a ANGLES TO TUBES WHERE APiOLES �Q ARE NOT FIT SNUG INTO TUBE �NCUP U= M�O MULLIONS.' r jBlIO 1 X e Mir t-7/4' IN/. E118N LASONAY 4 PEI AA[ 2 -PER ANGLE X 3 8688'al �+ •i M4IM AtriilE c ! X 4 3.688' m LX -6i 5.688• 3 t� v CUPS AND ANGLES ARE TO F7T IR ANGLES ARE NOT FR SNUO s� q 7d 3 BE MU MN% 6EE OPRONAL • f A=3 •� i.r �.7rvil7aT�� PRO 00 OPTIONAL ANCHOR DETAIL ANGHQRS WfO CONCRETE CB CEMENT BLOCIC LENGTH a �Q �NCUP U= M�O 1 X e Mir fog X 3 8688'al 1 X 4 3.688' Ca a cc�� c ! X 4 3.688' m LX -6i 5.688• 3 t� v CUPS AND ANGLES ARE TO F7T IR ANGLES ARE NOT FR SNUO s� q 7d 3 BE MU MN% 6EE OPRONAL ANCHOR DETAIL ATSHEXT 4 OF SQ �] t ANCHORS TYPE 'II METAL 70 MML COHNECJION USE 0"M FOA MOM TYPE V TO VERIFY CAPAC01. W CONNEC710N A ]ALLCUMAND MOM TO FIT SNUG aI APPMNAYuef F1( QR FIAT HFAO. Br�laflaa0 lir-AmE frrl I HN. EDGE DISI. U• EDGE OW' s/w 116° CONCRETE OR 1-3)4• U% DMW WM wSGrar 2-3 18 CO�7CRET5 OR HOLLOW BLO K 2 Fm CLP3 1 upcm 4 pm FAaI IflHe) t_3/4" LAN deals/arro ui 4 LWW B 1-2 J�• M04 nmm wa 1_a/a• WL p amg/iTAPMM i o ufsaw I Ptd Am 3/4 4 PER CUP 12 ON Sial Ip} 2 PW AMC m c � ', t.•, . n P • ... A• � i.•; '° ••:•v' '' .• „r�•• .L yre .• :j :�;t � t •,� ..� •�. r �• �t 4. .• '. t, •• • ...y .i: ,: w �•S,. .� i •• \2: •' ••a�.•.T• •:;L.• .. �. :i<�•._:rt.n •��♦..•1• .i. •••r •: �' '•�2� .• �• •7 •• :•.�• .'.•r?•r'. .'. •:• }'jjt� t �••�•• .,' • !t•.• M� '�, 'I• •�.,•• �. .11, • d:. i .. • st. I.�'I a 1• � •t • 4 d �t eRf .� •.• •�'• �� f•,�"• '� •�, •• '•t ., �,� 4a<y'. t EBMMtrrt CR 1 1 I MftkrRr E CII � i f at S 4 III HIJ 01 2 3 1/4• It MIN. ANCHORS TYPE V (INTO_ BLOCK) ANCHORS TYPE V (INTO CONCRETE) 4 ANCHbRS INTO CONCRETE OR CEMENT BLOCK 17W & 2"tt4" MULL '•s 1 a i l i 11 t 1 ALL CUPS AND ANOLFS TO FIT SNUG y0 w•••-� a a� O t41 INTO TUBE MlBJ34in. ••x x e� s : •; � ° • 1.. •. �.� . 1. � '.. • ' • 1 PLUM= els �}FB2TOL'TRBY188D• ' � ,' �• .• 1 : •�i' n •"•;! CW=EZ asCDAEW M= bOfY61RH�INpf"'•—•¢ s�Q ••yhw..•a• CLIPS OR mm" =mm OQmmy W 61ASONRY TO BE PRDFE4'•TED fleacp�NO ��j, ••• •• • ; • Y 13/1 " 7AP SVC" AS MTUMINOUS PAW OR y��itt1 1-3/4• lmr CYBW /t�M WR AN WA1ER-K111TE 14eTH YG,, 1Tfi11r Ut 1ar. i8i MMM a •: �� his •. 1`•:•s • .i•~L ..: •r •i :.. •� •••.•�. . .. i 1-3/4' 181E BJ9F KM HAY 4 PER a., t2 ON rACN WWaj 1 a i l i 11 t 1 ALL CUPS AND ANOLFS TO FIT SNUG y0 w•••-� a a� O t41 INTO TUBE MlBJ34in. ••x x e� s : •; � ° • 1.. •. �.� . 1. � '.. • ' • TAPCONB MAY BE HER OR FLAT HEAD. �}FB2TOL'TRBY188D• W o . � ,' �• .• 1 : •�i' n •"•;! .' l ••'•1 � �f • :l t • • bOfY61RH�INpf"'•—•¢ s�Q ••yhw..•a• CLIPS OR mm" =mm OQmmy W 61ASONRY TO BE PRDFE4'•TED fleacp�NO ��j, ••• •• • ; • Y 13/1 " 7AP SVC" AS MTUMINOUS PAW OR y��itt1 1-3/4• lmr CYBW /t�M WR AN WA1ER-K111TE 14eTH YG,, 1Tfi11r Ut 1ar. i8i MMM a MIN. EDGE DISI 2-•3/16" CONCRETE OR 729 UWLL ANCHORS TYPE 'E'ANTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHM IMO CONCRETE m BLOCX 21x6` UULL SHOWN 6/�16/' 1 Iainr WASMMf DtMam ru CLIP LENGTH MUM Sao 2 x 4 3.668' 2 x 6 S.6B9• MILL 6/I6' TAMW 1 P�1 qN (2 6N GOI o" \1.3/4' CLIP LENGTH uml "L° 2 x 4 3.688' 2 x 6 9.688' 5/16' upcme mm1 (2rONN PM MASONRT QIM) MULL a/16. TAVCM i � CLIP (2 209 FUN NAM) 1 3/4' Au. CURS AND ANGLES TO M SNUG ANCHORS TYPE 'E' {INTO BLOCKI wo TUSE muujam ANCHORS TYPE 'H' INTO CONCRETEI TAPCONS MAY BE HEX OR FLAT HEAD. 4 ANCH13RS TM 12 BUCK CUPS OR ANGLES CONNECTED DIRECTLY TO MASOM TO BE PROTECTED IMTO CONCRETE OR BLOCKY WLIH AUtAU-RESMANT COOWO% SUCH AS OffUMINOUS PANT OR 2'X8' MULL '•W6WN WATER-WHDE UER URYLAW 1A=ER IrSao 6ti� C uu2� w eFlDrL1e • ° mwt 31 OT in at t00I�!-$Y1 S=x MIM w B.wm 381'�d H915:iQ ' STJbt#�N�/dl'ii .. �� . a. - Zi� 6 :: 5Ni0P1'I!]Yi 3Hfld, v,f,x t?ifv' `''; �,,••p, tl Oar o ♦U as S�IOQO SSY79 OAtN SAoON/IT n'RN1A'A7P ,iinmb d0 Hwnj vdBmYA1 0999-m (mi) 'DN M - 9919'£ V=01d '13'1M '1S 06 INN 1058� T 0 E /i4 �%� % nT�JF �O s �a 9ZZ43 ' d'� z53hRf$u��€1�±Sk.RE;rvSrRi�€4RRT.b Rlg@R'REY �$nRGl�R-i�a'•� •" w§pp�NwwwaGitP! �R RB�R'R �� �_ s�s��s9ss u 8sR`8R � q00 �`twa �F0 �1$IL'8R8�8PJHRUMRRR��l90i13R�8R'BR08FJARRON12Sol? LU � �Q �w�a }�+so �r � �glaW � ��� � �� �' � ��� �e't <$�rz ��sr+s sci���R�S sa$$o ��mRmXRsss fir! to @iDNAltl mm$ma '��RRR�R�RR89�SRRR �RWff��A�R��� B��RiRR � �� c 31 z pt pis 6311 §IN 16-1161+1XIS a T+SIR�Fww a fo®fB Qr, �a?rh� say 0 Psk sne�� R�®s���e ��®Rei eta 4�5@g 00gj-s oaa0A, 9p ss00w�xit -2 NI Zaq ss��es w o: u, e�m�� �s�s�se�e�sIsssr30 Ias�Sais�14a1; sss��aFassssI� s pa12 �A0Di s�a� X sipJ.06 3 N i�sssa��w�s��� as�W�s�s LLo a tai vr A;R�g���� W �RRRI����RRgb3RRC���FZR�® milli a Is iv 11V11\141J W1�iLLAG \.+V1.«/ VillrjiV y--�-,- ~ Product Approval uses: Pubuc Usdr -Page i of 3 �_.?IbHHt�l� a�c'i;*.�.xt oodRniit-(trh-[� :critiu�^ti14' - PMd= Adordvai Meng+ > PMdvet m Adodcation Search > AvullUtIon Lk a Appireatroe Ddtsn /P II f tri FL # FL11409-R2 Application Type Revision Code Version 2010 Application Status Approved Category *Approved by DCA. Approvals by DCA shall be reviewed and Subcategory raiined by the POC and/or the Commission If necessary. Comments Certification Mark or Listing Archived L Product Manufacturer Regency Plus Incorporated Address/Phone/Emall 1024 locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 joekOwindow-pros.tnfo Authorized Signature Joe Korzenlecki Joakewindow-pros.info Technical Representative Joe Korzenleckl Address/Phone/Emah 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570) 339-3374 joekowindow-pros.info QuaOty Assurance Representative Joe Korzenlecki Address/Phone/Emall 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570)339-3374 jaek@window-pms.info Category Windows Subcategory Flxed Compliance Method Certification Mark or Listing Certlf catlon Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By National Accreditation & Management Institute, National Accreditation & Management Institute, Standard AAMA/NWWDA101/I.S.2 TAS 201 TAS 202 TAS 203 Y€m 1997 1994 1994 1994 hup://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuE... 3/12/2012 xxutivajutuluLug t_uuG v1111ne Product Approval Method Method 1 Option A Date Submitted 10/06/2011 Date Validated 12/22/2011 Date Pending FBC Approval Date Approved 12/26/2011 Page 2 of 3 Summary of Products FL At Model Number or Name Desai tion 11409.1 Series 3000/4000 Series 3000/4000 Non Impact Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11409 R_? C CAC MIOD6320-R5,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistants No 12/31/2015 Design Pressure: +70%70 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM FL11409 R2 iI OB -01380 Rdf ROYAL WINDOW AND DOOR PROFILES PLANT NUMBER 7 Verified By: Luis Roberto Lomas 62514 AAMA CERTIFIED CTPL-1). Created by Independerlt Third Party: Yes Evaluation Reports FL11409 R2 AE 511998 odf Created by Independent Third Party: Yes 11409.2 jSerles 5105 Series 5105 Impact Fixed Window Limits of Use Certlficatlon Agency Certificate Approved for use in HVHZr Yes P-LI1409 R2 C CAC NIO06317A R3 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration bate Impact Resistant: Yes 09/30/2015 Design Pressure: +55/-55 Installation Instructions Othen FRAME MATERIAL TO BE RIGID AVC FROM FL.i�.,409 R2 II 08-01361 odf ROYAL WINDOW AND DOOR PROFILES PLANT NUMBER 7 Verified By: Luis Roberto Lomas 62514 MA CERTIFIED (TPL-1), Created by Independent Third Party: Yes Evaluation Reports F-LI14092 FL11409 Ii<2 AE 11062401 odf FL11409; Created by independent Third Party: Yes 11409.3 ISerles 5108 series 5108 VI i Impact Rated Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R7 C CAC -R2,0# Approved for use outside HVHZ: Yes -N1009490 Quality Assurance Contract Expiration Date Impact ResistarrC Yes 05/31/2015 Design Pressure: +55/-55 Installation Instructions Other: FRAME MATERIALTO BE RIGID PVC FROM FL11409 R2 n 08-D1395 odf ROYAL WINDOW AND DOOR PROFILES PLANT NUMBER 7 Verified By: Luis Roberto Lomas 62514 AAMA CERTIFIED CTPL--1). Created by Independent Third Party: Yes Evaluation Reports FL11402 R2 AE 08062009 odf FL11409 R2 AE 11062401,pdf FL11409 R2 AF -512014,0111' Created by Independent Third Party: Yes sack roe><t Contact US :: 19AD North Monroa Street. Tallabagrea EL 32M Phflnet a5a.497-taxa The State of Florida Is an AA/EED employer, :; BEIVacy Statem :: Aeressibllav Statement :t RePond Statement Under Florida law, a -mail addresses are public records. Ir you do not want your e -ma" address released In response to a publu-recards nquast do not send electronic mall to this entity. Instead, contact the office by phone or by tmditlonni mall. If you have any questians regarding DBPRb ADA web aecessibghy, please contact our Web Mastar at wabmastetadbor.stata a us, Product Approval Accepts; ME in IWO http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv8JyggZ9WuE... 3/12/2012 ZTOZ/ZT/£ ...anM6ZbbAt8AbQ7 XAHxJ^ti=mexedLxdss• P ddB d/Yd/Bao•gatPTmgepljo T'A.mWrdnq 4AAMA @mall -6 £ JO £ OB$d atttrrrn onn"% 5Imnrmrr TinrTnr r L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville. NC 27023 Report No.: 511999 336-945-9695 rllomas@Irlomaspe.com Manufacturer: Regency Plus, Inc. 1024 Locust Gap Highway Mt. Carmel, PA 17851 Product Lin . 5105 Vinyl Fixed Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01381, titled 5105 Vinyl Fixed Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL 110-9699-1 signed and sealed by Scott R. Hanlon National Certified Testing Laboratories, York, PA TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202 -94 Uniform Static Air Pressure, t55.Opsf design pressure, 12.Opsf water penetration. TAS 203-94 Cyclic Pressure loading t65.0psf design pressure 3. Anchor calculations, report number 511999-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: t55.0psf • Maximum unit size: 72• x 72• • Units must be glazed perASTM E 1300-04, see Installation instructions for glass options. • This product Is rated to be used In the HVHZ. • This product is impact resistant and does not require impact protection In wind borne debris regions. • Frame material to be rfgld PVC. Instatiaffon: Units must be installed In accordance with approval document, 08-01381. Certfffcation of Independence: Please note that i don't have nor will acquire a financial interest In any company manufacturing or distributing the product(s) forwhich this report is being Issued. Also, I don't have norwill acquire a financial interest In any other entity involved in the approval process of the listed product(s). 1 of 1 STATE OF :, w s7/oAr/it if I 11A Luis R. Lomas, P.E. FL No.: 62514 12/14/2011 NOTICE OF PRODUCT CERTIFICATION CMTEFICATIONNO: DATE: CERTMICATION PROGRAM: C 0 MY AW. - CODE: REVISION DATE: N100 ILA -Al IM9105 Siructarnl Rege=ncy R-750-1 fflfflOV201-1 The "Notice ofRqd, . ertj uctC. 90440" is valid only when Adnifnisft%pr's deal is pl gii to the upper -left-hand porion o*f thiis`fb rm an" d a *c e-r-ti-ift c"'p-h-i-6 * label *is j��Jjjd to product M conformity to the applicable specification. n . is cerdfi6ation seal rept e6nts Offiaikt and -that all certification critezia:has been satisfied. The product described below is approved for listing in the Directory of Certified-Products.at w'NAMICerti MOM Please review, and advise NAMErmedlately 1fdata; as shown, requires corrections. ww, :COM PAW—NAMIKAND :ADDRESS PRODUCTI)ESCRIM4DN Regency Plus, Tue. Serieg-415-1-05" Vinyl 1024 Locust Gap, Highway Fixed Window Mt. Camel, PA 17851 Cakfiguration: 0 Obaing.-SI.O3;16-u-TmnpemdGfoss/Laminate- 3/16'Annealed Glass/.0.IOOITV.bt3/l6"AnneWed-Giass, Ovel-a- W-610." Hs.,60" Daylight :Opening: W,45'6" B-516" SPIECMCATION PRODUCT RATING TAS 20 -V242/2 -0.3-94V Design Pressure: +55/-55. ASTM 0588-02 0 J Large �r ' "d Rated . . . . Missile �j rr-oduct I ested By: --N Atl'QM Qbr4jiod -rosting Laboratories Report No- NCTI...410;-9699-1 (Structural/Impact) Expihafion Date:. Se ,ptember 30 2015 Adminisftator's Signature: NATIONAL ACC REV1-T,&TIQN AND MAPUGEMEENT INSTITUTE, INC. 4794 George Washington Memorial ]highway 1jay#Fp V*2.7230 ".4 _. TO: (804) 684-5124 Fax: (804) 684512:2 C cm 3/16" ANN 0.100' PVB BY DUPONT 3/16" ANN - BITE 5105 VINYL RXED WINDOW EXTERIOR VIEW DESKiNPRE&WRERAT(NQ IMPACTRATlNQ .to.OPSF J j �M M1Sk ILEWACT M15SILIFLEVELO. WWD20NE4AND HVH7 15/1B" • 3/16" TEMP DESICCANT STEEL SPACER SYSTEM INTERIOR QLAZING DL'7AIL K AE HT TABLE OF CONTENTS 7 NO. 09=113TION T ELEVATION, ANCHORINd AND NOTES - 3 1 INSTALLATION OETAILS Rvm= moan 1ars NOTES: 1) THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUSE BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE: STRESS INCREASE OF 1/3 WAS NOT USED W THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL- EXTRUDED RIGID PVC. 6) UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET i FOR GLASS'OPTIONS. 7) APPROVED IMPACT PROTECTIVE SYSTEM I5 NOT REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRLR REGIONS. B) 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 MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO METAL STRUCTURE USE fi12 SMS OR SELF DRILLING SCREWS SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHORS MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSL C. MASONRY - STRENGTH CbNFORMANCE TO ASTM C-50. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6083-T•5 i/e THICK MINIMUM SIGNED: 121142011 REGENCY PLUS,INC. 1024 TARST GAP F17851Yy\MCML, PA �GEN 5105 VINYL FIXED WINDOW 72 X 72 ELEVATION AND NOTES Y.L. 1 08-01381 FRAME WIGTW 100.0. B' MAX 6' MAX 10" 1X O.C. / I T- I r-�72 MA FRAE HEIG L ` MAX. 3/16" ANN 0.100' PVB BY DUPONT 3/16" ANN - BITE 5105 VINYL RXED WINDOW EXTERIOR VIEW DESKiNPRE&WRERAT(NQ IMPACTRATlNQ .to.OPSF J j �M M1Sk ILEWACT M15SILIFLEVELO. WWD20NE4AND HVH7 15/1B" • 3/16" TEMP DESICCANT STEEL SPACER SYSTEM INTERIOR QLAZING DL'7AIL K AE HT TABLE OF CONTENTS 7 NO. 09=113TION T ELEVATION, ANCHORINd AND NOTES - 3 1 INSTALLATION OETAILS Rvm= moan 1ars NOTES: 1) THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUSE BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE: STRESS INCREASE OF 1/3 WAS NOT USED W THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL- EXTRUDED RIGID PVC. 6) UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET i FOR GLASS'OPTIONS. 7) APPROVED IMPACT PROTECTIVE SYSTEM I5 NOT REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRLR REGIONS. B) 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 MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) FOR ANCHORING INTO METAL STRUCTURE USE fi12 SMS OR SELF DRILLING SCREWS SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHORS MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSL C. MASONRY - STRENGTH CbNFORMANCE TO ASTM C-50. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6083-T•5 i/e THICK MINIMUM SIGNED: 121142011 REGENCY PLUS,INC. 1024 TARST GAP F17851Yy\MCML, PA �GEN 5105 VINYL FIXED WINDOW 72 X 72 ELEVATION AND NOTES Y.L. 1 08-01381 WOOD FRAMING OR 2X BUCK BY OTHERS SEALAANNTT INTERIOR EXTERIOR 9/1s" MN. EDGE DISTANCE I 1 5/8" MIN. EMBEDMENT iHIM SPACE 012 WOOD SCREW METAL STRUCTURE BY OTHERS APPROVED SEALANT !OR SPACE 012 SMS OR 012 SMS OR SELF DRILUNG SCREWS SELF DRIwNG SCREW METAL STRUCTURE BY OTHERS INTERIOR 1 s/a" MN. EMBEDMENT 9/16' MIN. EDGE DISTANCE 012 SMS OR S12 w oD} SC F DRILLING WOOD CREW / SCREW �t2 CREW APPROVED APPROVED WOOD FRAMING SEALANT 1/4' MAX. SEALANT OR 2X BUCK FSHIM SPACE 1/4" MAX. BY OTHERS IWASM ocswwnor, {._ 1/4" MAX. I SHIM SPACE b4ir I Apom,m APPROVED EXTERIOR SEALANT JAMS INSTALLATION DETAIL METAL STRUCTURF*WALLATION 1/4" MAX. SHIM SPACE INTERIOR SHIM SPACE FXTERIOR WOODFRAMNG 1 5/8 MIN. OR 2X BUCK EMBEDMENT STRUCTURE BY OTHERS BY OTHERS I-jf VERTICAL CROSS SECTION VER7 AL CROSS SECTION WOOD FRAMINGOR 2X 8UCKlNSTAUAT= METAL sTRUC1tJR81M3TAUtAInMw NOTE INTERIOR AND aVRIOR FINSNBS, 8YOT HERR NOT SHOM FOR CLARITY. APPROVED SEALANT JAMS INSTALLA71ON DETAIL WOW FRAMING OR2X BUCKINSTAU.ATTON REGENCY PLUS, INC. ���11111{•ir��i 1024 UCUST GAP HIGHWAY MT. CARMEL, PA 17857 `�'�\6 It t'oA;- ;,o - �� �>Y• a 1 _ �� 5105 VINYL FIXED WINDOW r2r2 INSTALLATION DETAILS a TA elF' ry '��ss►�iilAiil��G�,`` mu+na rtUv0�►•.'O[OR7VQ`• 7Fn OB 10F a•... NTS oaz� 11/14/11 �aT2 3 2 1/2- MIN. EDGE DISTANCE CONCREIE/MASONRY ; BY OTHERS •• a 1 ' , ,� ` ' ¢z ' 1 1/4' MIN. OPTIONAL IX BUCK ', • ; . a' ; a= • EMBEDMENT TO BE PROPERLY SECURED ' ~T SEE NOTE 3 SHEET 1 APPROVED SEALANT 1/4" MAX n _ SHIM SPACE EXTERIOR I11 II INTERIOR 1/4- TAPCON 1/4' TAPCON APPROVED 7 ' SEALANT OPTIONAL 1X BUCK 1/4' MAX. TO BE PROPERLY SMM SPACE SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY �L BY OTHERS r' • • e ' ly •� !y 1 1/4- MIN. i� EMBEDMENT Q 2 1/2- MIN. ' EDCE DISTANCE VERTICAL CROSS SECTION CONGRETSM SONRYWSTALLATION 0 urta1 Mie �waeovm 1 1/4- MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS + OPTIONAL 1X BUCK :.�v AX: 1/4' kW.- 70 TO BE PROPERLY SHIM SPACE SECURED SEE NOTE 3 SHEET i • ,d .- 1 4- TAPCON ,•.Q ' INTERIOR - . s 2 1/2 MIN. EDGE DISTANCE ;• . APPROVED EXTERIOR SEALANT JAMB INSTAUA 770N DEML COWAETEWASONRY INSTAIAT0N NOTE INTERIOR AND EXTERIOR FINWIES. BY OTHERS. NOT sumo Ir'OR o"RRY. REGENCY PLUS, INC. 1024 LICUST GAP HIGHWAY MT. CARMEL. PA 17851 5105 VINYL FIXED WINDOW 72 X 72 INSTALLATION DETAILS onnwnu uwa pro. V.L 08-01381 ME NTS 0w 11/14/11 IMM3 OF 3 1M': /l�or�' 1IC• , M IAM [•RADE lauAmu DADS COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOW11C RESOURCES (RER) 11805 SW 26 Street; Room 208 BOARD AND CODE ADAUNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .vwyw.m1nn►1dndLg91 aeonomy 1024 Locust Gap Highv%ay Mount Carmel, PA 170k SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AEU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. REEL 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 Series 155205" Outswing White PVC Casement Window—L.M.I. APPROVAL D0CUIVMT: Drawing No. RPLS 0061, ti tied "S erTe s-15 W VJnyl Impact Casement Window --LMP', sheets t through 5 of 5, dated 10/14/08, with revision E dated 02/07/12, prepared by PTC, LLC, signed and sealed by Robert L Amoroso, PE., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall hear a permanent la wi a man c is name or logo, city, state, model/serles, 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. TERM.11tiIATION 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 complywith any section ofthis 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 Iiterature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0223.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.13-1049.10 Mu►Mtn,4nt=.coutzrr Expiration Date: May 0&, 2419 l j f 1 Approval Date: December 05, 2413 !' Page 1 ReEencv Plus. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#48-1118.10) 2. Drawing No RPLS0061, titled "Series `5205' Vinyl Impact Casement Window — LMP', sheets i through 5 of 5, dated 10/14/08, with revision E dated 02/07/12, prepared by PTC, LLC, signed and sealed by Robert Z. Amoruso, P.E. (Subt»itted tvtder prepious NOA#12-0223.08) CRl D. 1=0 TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202-94 2=Water Static Air Pressure Test, Loadi FBC TAS 202-94 3)esistance es�per -9er 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and Installation diagram of a series 5205 vinyl outswing casement window, prepared by National Certified Testing Laboratories, Test Report No. NCTIr110-11618-1, dated 10/02/08, addendum letters I and II dated 10/02/08 and 01/20/09 respectively, all signed and sealed by Harold E. Rupp, P.E. (Submitted under NOM08-1118.10) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by PTC, LLC, dated 11/12/08 and 03/12/09, signed and sealed by Paul E. Winter, P.E. (Submitted underNOA#081118.10) 2. Glazing complies with ASTM E1300-04 QUALITY ASSURANCE 1. - Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to EZ DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 07-1016.05, issued to Dominion Plastics, Inc., for their White Rigid PVC Ll xterior Extrusions, approved on 11/15/07, expiring on 10/24/12. Y / Wind #pere , P.E. Product Control miner NOA No. 13-1009.10 Expiration Date: May 06, 2019 Approval Date: December 05, 2013 E-1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS 1. Statement leiter of conformance, complying with FBC-2010, and of no financial interest, dated February 07, 2012, signed and sealed by Robert L Amoruso, P.E. (Submitted under precious NOA#12-0223.08) 2. Laboratory compliance letter in the Test Report No. NCTL-110-11618 1, issued by National Certified Testing Laboratories, dated 10/42/08 and signed and sealed by Harold E. Rupp, P.E. (Submiffed under NOA#08-11I&.10) G. OTHER 1. Notice of Acceptance No. 12-0223.08, issued to Regency Plus, Inc. for their Series "5205" Outswing White PVC Casement Window-- L.M.I., approved on 04/19/12 and expiring on 05/06/14. %__ 'G Manu Per rF Product Control 1'x er NOA No. 13-1009.10 Gxpirntion Date: May 06, 2019 Approval Date: December 05, 2013 E-2 2. THIS PRODUCT IS DESIGN® TO COMPLY WON THE HIGH r6LOCRY HURRtCANBm k1M�} OFTHS atroT AND FI.ORIDABiIItAINGC ®LPB0IATTHBCBSICaNIMLBl�tBiB(8J STATED HEREIN. A LABORATORY STAMPED MAOEAUACY OF THE OWNS STRUONRAL CONCRETE I MASONRY AND ax FRAMING AS A MAW WIND FORGE RESISTWGSYSTBMCAPARLEOpwffmANtNNGAND A TRANSFERRING APPLNO PRODUCT LOADS TO THE FOUNDATIONN7HERESPON8 LITYOFTHEENGINEEROR ARCHITECTOF RECOADAND TO DE RaVISWEO BY AW. 4.1XAND2X BUI2tS(WHE11 USED} SHALL.BE DESIGNED AND ANCHORED TO PROPERLY TRANSPERALL LOADS TOTHE STRUOTURE. SUCK DESIGN AND INSTALLATION IS THE RSaPONSBOLITY OF THE ENGBNEDR ORAFt=TECTOF RBOORD ANO TO BE REVIUM BYAW-® b THE INSTALLATION DETAILS DESCRIBED NSRON ARE GENERIO AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC SLID. IF BITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE RECWFMMENTS DZMED HERMK TIIEN THE BUILDING OFFICIAL MAYELECT ONE OFMIE FOLLOWING OFI'la t A. OUTSIDE HVH& REQUIRE THATA LICENCED ENGINEER ORARCHRT+AT PREPAREAND BUBMITSAB SPECMDOCUMENTS USEWITHTHISDOCIMM W aERE'YIEWED BYAW. LINSMHMREG" TACNETMBITE SPECIFIC APPROVAL 09APPUW FOR AND OSTAINED FROM THE MIAMI.OADE COUNTY PRODUCT COWROL DMSICN, 94 REGENCY PUNS, INC. V05" VPMW DIPACT CASMM..NT WE W C%W - LAff 7. WaaiCW FRAME MATaRW: N?aTGPVO® {DDMuaoN rLASTa�, ND. ICDA o7-latapb} a. CLADS MEETS THE RBDUIRf 1S OF A$7M Bl30D04ttt. S. DESIONATION'IL' 8 ANOSPORTHEFOUWWING: Xt OPERABLE PANFI 10- A W INCREASE W ALLOWABLE STRESS FORVNND LOADS WAS NOTUSED IN nm DESIGN OFTHE PRODUCTSHOWNHER M WIND LOAD OIM7IO N FACTOR(Ctl a U)NAS BEEN UBEO FOR MOD ANCHOR IES}0!L L ANE=9==nNANgiOR 18 REQUIRED ATEAC14 ANOHOWN.2 THE14 ANCHOR$ t1FFICTED N THE MNDSIM NUMBER CFANCHORSTO DE LWEDFOR ].SHIMABMIX ARWATEACHINBTALLKHONANCHOR . WITIi LDA00EAWNG SHB1(a}. A kl#AA7lAUMAt LOWABLE SHWI SBN� 1T4 BNC1L 81StM SPACE DF ITIS IN I ERC000RS. SIONSHW.LSECONBTRUCTEI OR DErIER. AUN1T10 NT07YOOTT ,USE 612VXI01 OFBUFRCIENTLBNGTHTOACHI@VE 111E NCH DNBEOME ASN,SbV1JllAEDSE�TANCBLSALATIO N THRMOH 1x 6UCItT0� ~~` MAeaNRr.;DRDIRECTIrIITo CANt3iETEs'MASWNRI: USE 1!4 NCH ITWTAPCONS OF SUFROW LERGTHTO ACHIEVE MIN INMi MINIMUM EMDEOA 9111. MIN1NAfiM PhtiE.01017VNtTe IS a•1a LACHES. MRN(iNUM t�NiBE TO . INSTANCD IB a B. MINIMUM EBLM=NrANO EDGE DISTANCE E)ZLUDD WAU, MSHMWCLJ,IMSUTNOiUd =TO STUCCO. FDAM, BRICKVaNaERAND SIDWG. . TABLEOFWNTENTS mw aw.1 a11ESTDESCRIPTION 1 E GENERALANOWTALLAMONNOTEB a E ELEVATIONS 3 t VEFUICALSEDTIONa 4 E 14ORMWAI.SECTI0Na3CLAM OETAIL a E COMPONENTS CP MARRMS a CORM 0 v 7. INSCA.LAMONAN12HOW ANDASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATRRUL OR HAVE A CORROSION RESISIANTOQATM a L FOR 0'6 BLOCK, 00 NOT%ALL INSTALLATION 0 ANCHORS WM 410MTAR JOINTS EDGE DISTANCE lB MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MCRTAR JOINT WTO FACE SHELL OP SLOM 2,. 9.oramu.ATIONANCHORS BHiu.L.ismrALLEOIN Ls " k �At I�AlIL�WffHHANNCCHORMAUIF B... NO A. WOOD- PRESSI)RETAEATEDFnSCUfF RN VEUDWPII4F- RUMMUM GPr.OMC GRAVRY OF*"L LUMBER MUST COMPLY WITH FBG SECTIONS Q 24IIJL23 ANO2=JIAS TD WOOD PROTM7r=. AIL(XNORETE-M MUMCOMPRBBNVESTRENGTHOF 310apt4AN0 DOMPUSS WITHACE,W. &CMASONRY-STRENGTHCONFORNIANCUTOASTM 0.00. AdmdJ.Am.tm%PJ4 RwmnP.i.Hw4@T6Z 38.OV VAX WID ELEVATION WCTERIOR VIEW 4° PROM ® Wuvnow FRIIRlECOf3+lERS HEAD & 8U.1.ANa 4•FROM WINDOW FRm r,ORNERS JAMB ANCHORS eir o.C. TYP. •• JAMBANCHOMI. 7l3I1H° O.C.TYP. 7W MAI.PARTING STOP /g UNIT • B8° MAX ANCHORS HMSHT VN =Wfi PARiU1p eTOP ®REIN WOOD SCREW 1l.6'O.C.TYP llUSTALLATION � & ANCHORS (IYP) � ANCHORS TAPCON TNSTALLATM ANCHORS (TYP) 3r MAX. WWOOW WIDTH® 'ff 3rMALUNr WIDTHWI PARTING STOP ANCHOR [.AYOUP EXTE RIOR VIEW aooacr»>•'��x fil .+�q+wNge hgbilq$L'q{I� _ AeCrplsntgTiq pbgtin v lq atom ad.PlddalCu' 9a° O.C. TYP..;,j . HEAD & SILL PARTING STOP ANCHORS 3.76° . OM PARTING CORNERS HEAD & SILL PARTINGS 4 314TT ° FROM PARTIN BTop CORNERS .•- ( ANCHORS P MMMRCl mmff4 PAbWJ.N=a%P.E. F.ddq P.E.Nalmfig •WOOD PROTECTION (SEE NDTE' ® & IDA, SHT. 1) BY OTHERS ® ONE BY PT WOOD BUCK BY OTHERS(SEE NOTE 3, SHT. 1) CONCRETE OR MASONRY BY OTHERS (SEE NOTE 4, s ®SHT:0 4 .; fd•• EXTERIOR FINISH BY mm PERIMETER CAULK BY OTHERS • WOOD BUCK ANCHORING BY omdm& 1 1/8- MIN. EMBEOZA 8 WOOD SCREW 17 fSTAUdAiTON ANCHOR 11 1 I�1 ... •....... SHIM -6 17 05 WOOD SI INSTALLATION ANI WOOD FRAMING BY OTHI (SEE NOTE 4. SHT. BY � C FIRM DIST. MR EXiEiEly OTHERS pERIM BY CAULK OTHERS J ITN TAPCON INSTALLATION ANCHOR\ /4" MIN. EMBED., 2-1/2- MIN. ED.) WOOD BUCK- ANCHORING BY O1FlERS ONE BY PT WOOD 13UCK BY OTHERS (SEE NOTE 3, SHT. i)/®� 'EM EMIAENT Lii1 0 MIN. `EDGE DIST. 12 WDOIOND SC STALLAT (1-1/2- MIN. 7/8' MIN. EC 1 11 '1091 ..77 7 g wu E F w EXTERIOR INTERIOR X. 14 EXTERIORINTERIOR a SECTION 8 3 WINDOW 14 S -GTION C) 3 E HEIGHT g 13 g I 4 ' 4 `�`'�._ luitausQ 8 aoI tiafR�fits 12 ,., 8 ; 74"tre1� 011i15nilr>'a: m SHIMACE ,' f /� 1/4- TRV TAPCON INSTALLATION 1/4- MAX' 1-1/4- MIN. EMBED., 2-1/2- MIN. SHIM SPACE 17 #B WOW SCREW PERI ER CAULK INSTALLATION ANCHOR 3/8- MIN ® BY OTHERS CONCRETE OR MASONRY ` •o f _ `• • q EDGE DIST. ® BY OTHERS 4 q •,i. , ` ` • BYy OTHERS (SEE NOTE 4, SHT. 1) s ' 1 • ., 0 ONE BY PT WOOD BUCK f 4 •.' .a r . .4• . = a •a ' ' WOOD FRAMDHi BY OT}i4i5 (SEE NOTE 3, OTHERSA • MY= PROTEClION'(SEE NOTE (SEE NOTE 4. SHT. 1) TOA, SHT. 1) BY OTHERS® A& i 1/8- MIN 1 i/8- MR WOOD BUCK HORINC &6rIBEDMENT �EMBEOMENT SECTION ABy 07HMA INSTALLATION ANCHOR MIN. EMBED.. 7/B"I MK E.D.) 3/W1 firm S C/ Pta t 20 ONE BY PT WOOD A !ASIWALLCILIATION BUCK BY OTHERS (SEE NOTE 3; SHT. 1) D SCREW 17 AN R A�seN S" Da WOOD BUCK ANCHO IN0 BY OTHERsA 1-I&I A3/8" MIN. • 9/6" M!N 6 EDGE D3ST. INTERIOR 1/4" MAX. SHIM SPACE EDGE DISI: I 1 1 1 1/4" MIN, EMBEDMENT 3 5 4 8 7 10 is 1 0 1 1/2" MIN. EMBEDMENT SHIIIM4"5PAC CONCRETE OR MASONRY 1 I/2" MIN. a '• , BY OTHERS (SEE NOTE 4, IEDE DISTANCE ROMOR 'a *WOOD PROTECTION P 3 22 5 4 6 7 10 16 i '• � OTHERS 1 . SHT. 1) 7/8" Mid. 8 r EDGE DISTANCE ; 16 1/4" MY TAPCON " U INSTALLATION ANCHO a v DOOIDa 12 WOOD SCREW 2 �' ' t' MIN. INSTALLATION ANCHOR a ' EDOE Of CE _ OD 6UC1{ WOOD BUCK 1 1/8,- MIN.BY BY < : • ' OTHERS EMBEDMENT .b -+r, t7 � •� •' 2 1/2' MIN. < a EXTERIOR WOOD SCREW EDGE DISTANCE 1 d 13 2 1 S 20 STAL.LATION ANCHOR a` _ '1 1/8" MIN. PERIM � QiHERS SHEATHING ' a • ;EMBEDMENT ONE 8Y OTHERS BY PT WOOD BUCK `• &(MIN. 3/4') BY OTHERS WOOD FRAMING A!4 j s � (SEE NOTE 3, SHT, 1) BY OTHERS (SEE AOR g X NOTE 4, SHT. 1) �} 13 2 1S *WOOD PROTECTION SECTION E SEE ommg Em BY OTHERS 9Y OTNFIERS 1Z' � 1)i PEFIMEtER CAULK 7/8" O.A. GLASS CONSISTING OF: BY OTHERS EXTERIOR LAMINATED GLASS W/ THE FOLLOWING MAKE UP:WINDOW L416i1i ONE BY PT WOOD SUCK BY OTHERS 1/e" 058 ANNEALED GLASS/ 0.090" DUPONT "BU'TACTTE" (MIN. 3/4) (SEE NOTE 3, SM. 1) 1/B" DSB ANNEALED GLASS W/ A 1/2" AIR SPACE USING ad.ntaReewP� 4 A DESICCANT MATRIX STEELL, ACER SYSTEM & AN INTERIOR SECTION F ON SNCREW 8 17 Pb�dnPLlia �PYGi 8" TEMPERED DSB GLASS ALLATIOANCHOR 13 EXTERIOR FINISH BY OTHERS 2 =1�� 13 1/2" MINA t+R eae a GLAZING SITE moaut:e+we�rta� mm;Ocrru►v�saD ace iRCYUR �Y%nelYk}I IbR PWiIIO Q �fNPim— NO Q �sPin4®DRb VAIy -GLAZING DEL 12 Ahem acP coat Oul 0 3 D MAIN FRAME 0.090° TYP. WALL THICKNESS NO PARTING STOP EXTERIOR PERIMETER BY OTHERS TO BE SEALED TO 1X PT WOOD BUCK WITH SIKH 561 SILICONE 'Q SASH F17AME GLAZING BEAD 0.090" TV. WALL TH{CKNESS (D 0=.00770" "n?. THICIVESS —2.41539-0.5fi2 2.424 LV� SCREEN FRAME VENT RMNFORCEMMT (gp ® NARTINNG STOIC 0.045" lYP. 16 0.055° M WALL THICKNESS 7MCKNESS WALL THICKN£55 0.725" 1.383 0.940" I 0.354A 1 1 1/2" 1 I RORRCf 14EdEllAitY ' u svmptYttpp,1R6 w/ oiBiNO. 9 IngCt117 +kttpu11.N6! 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E7PIrAtl0.tlata Iq d�n�[trA,h lauarlcx6 aw�g Rc4mldAwot6w.P$ FlaNa PA.N6AB211 ommumeft MIAM1•DADE 4 DEPARTMENT OF REGULATORY AND ECONOAIIC RESOURCES (RER) BOARD AND CODE ADIMNISTRATION DIVISION NOTICE_OF ACCEPTANCE {NOA) Regency Plus, 1024 Locust Gap Highway Mount Carmel, PA 17851 hHAMI DADS COUNTY PRODUCT CONTROL SECTION 11805 S1V 26 Street, Room 208 T (786) 315.2590 F (786) 315-2599 )1w minmidnde gav/aponon:v, 0(3 x UL) fixo-d SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RF,R - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). 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 Hurricen APPROVAL DOCUMENT: DrawingNo. RPLS0060, titled "Impact 5108 Series Fixed Window' sheets I through 5 of 5, dated 09/16108, with revision C dated 12107/13, prepared by PTC, LLC, signed and sealed by Robert J. Amoruw, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice ofAceeptance number and expiration date by the Miami Dade Coun r Product Control Section. ,1 IS MX INJPACTRATi NG: Large and Small Missile Impact Resistant __.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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. T AMATION 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 pr any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal cf NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date inay be displayeii 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 and renews NOA# 12-4223.07 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA. NO. 13-0814.02 coffinExpiration Date: J8 nuary28, 2019 Approval Date; January 16, 2014 F Page 1 • Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNII D A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. RPLS0060, titled "Impact 5108 Series Fixed Window" sheets 1 through 5 of 5, dated 09/16/08, with revision C dated 12/07/13, prepared by PTC, LLC, signed and sealed by Robert J. Amoroso, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2 Uniform Static Air Pr BC TAS 202-94 3 Water esistance Test er FBC TAS 202-94 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series 5108 fixed window, prepared by National Certified Testing Laboratories, Test Report No. NCTI.-110-1.1363-1, dated 05/15108, signed and sealed by Harold E. Rupp, P.E. (Submitted raider NOA#081021.04) C. CALCULATIONS L ' Anchor verification calculations and structural analysis prepared by PTC, LLC, complying with FBC 2007, dated 09/15108, signed and sealed by Paul E. Winter, P.E. (Subodtted anderprevfoits NOA#12-0223.07) 2. Glazing complies with ASTM B1300-04 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 13-0129.27 issued to EX DuPouf DeNemours & Co., Inc. for their "DuPont ButaciteS PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1120.029 issued to Royal Window and Door Profiles, Plant 13, for their White Rigid PVC Exterlor Extrusions, approved on 02128/13, expiring on 02/28/18. Mliuue er , P.T. Product ContrfiWaratner NOA No. 13-0814.02 Expiration Date: January 28, 2019 Approval Date: January 16, 2014 E-1 Recency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SIIBMITTED F. STATE 1. ( Statement letter ofconformance comnlving with FBC 2010, end. of no financial `interest, dated February 07, 2012, signed and sealed by Robert I Amomso, P.E. 2. Laboratory code compliance statement, issued by National Certified Testing Laboratories for Test Report No. NCTL-110-11363.1, dated 05115108, signed and sealed by Harold E. Rupp, P.E. (Subrr:itted raider NOA#08-1021.09) G. OTHER 1. Notice of Acceptance No. 12-0223,07, issued to Regency Plus, Inc. for their Series "5108" White PVC Fixed Window — L,M.L, approved on 05/19/12 and expiring on 01128/14. "WIZ qL -W 194 as el Product Contro am r' NOAMn- 1 - 4.02 Expiration Date: January 28, 2019 Approval Date: January 16, 2014 E-2 1. THE PRODUCTANE2CORAC3E BHDWN HEREIN TB DES 100 LTO COMKYWITH THE 2007 AND 7010 FLORIDAOWE Pq INCLUDING THE HM VELOCITY E1lfl ONR3 ZONE PMMATTHE DESIGN PRESSURES STATED HEREIN 2. THE FRODUOTMAA.S CONTAINED HERPJNARS BASSO UPON SIGNED AND SEALED TEST REPORT 0 NCTL-110.11303-1DATED 0$f&M AND ASSOCIATED LABDRATORYBTAMPEDDRAWINGSAND WERETESTED IN ACCORDANCE WITH CURRENT OME COUNTY 3. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO THE STANDARDS LISTED W THE 2WT AND 2010 FLORDABUITL INGCODEIF8L7Ak6181NLQMPLlANC6 WITH 8AIDS 10 SANBNI LUOING HIGH VELOCIIY ORARCHRECT OF RECORD. S. UC AND 7X SUM USED) SHALL BeD&SIGNEDAND ANCHORED TO PRbFEW TRANSFER ALL LOADS TO THE STRUCTURE, DUCK DESIGN AND INSTALLANON 13 THE REBPONBM WTY OFTHra ENGINEER ORARCHITECT CF RECOM &THS INSTALLATION MAUS DESCRIBED NERE IN ARE GENERIC AND MAY NOT REFLFOTACTUAL CONDITIONS FORA SPECIFO SITE IF ERE CONOMOND CAUSE INSTALLATION TO DEPUTE FROM THE REQUIREMENTS DECAUMNERE EKTHEN1HEBI)ADINGOFFNCIALMAY ELECT ONE OF THE FOLLOWING OPTIONS: A OUiSME MM HEQUIRE THATA LICENSW ENGINEER ORARCHITECT PREPAREAND SUBMIT SITE SPECIFICDOOUMENTS FOR USE WITH THIS DOCUMENT. B. INSIDE HVHfi REQUIRE THAT A QNETIME 899 SPECIFIC APPIWVAL BE APPLIED FOR AND QBTA"M FROM THE MIAMI-OADE COUNTY PRODUCT CONTROL OtmoNL DESIGN PREMUM RATING (lam IMPACT RATING *=PSP LMGEfA88ILE IAV+AQT REGENCY PLUS, INC, .I-WAC'T 510SFLIZD 1 VLWOW � MSTALLLATWNANGWOBAGUD ETARS THIS PRODUCT DOES NOT REQUIRE THE USE OFADAOE, OOUNTYAPPRCVEDIMPAOTSYSTHM. WINDQW MATERIAL:RIGIOVOMPLHOPER NDAR 1I-0120JY2. &GLASS MEET'S THE REQUIREA+IENTIBI� AeTME13I1D04o1, SEESHEET 3 POR GLAYING DETAD_,& 10. DEMOIAT►ONlir BTANDSFORTHEFDLLOMN&I O:FDEEO PANEL SNDWNHEREIN. WMLOAD HAS BERN UBEDFOR WDCDi CODE AND %M W. INSTALLATION NOTESt I. CNS{1)INSTALLAIMANCHOR {BRSIMUREDATEACH ANCHOR IOCAT= SHOWN. 2.7HENU�S9EROFINST'Al1AT>GNANCHORDEP7CITV IB AS REQUIREDATEACHINSTALtATIONANCHOR LOAD SEARING ). 8 MNBMUMALLOWABI.E SIN E lig INCH. �WHERESPACE OF ilia INCH OR 4. FOR INSTALLATION INTO WOOD FRANN136 USF 012 WOOD SCREM OF BUFFICIEW LENGTH TO ACHIEVE 11A INCH MIN �EDAMt.AW MUM EQGE DISTANCE IB W4r s FOR8J8TA1SARONTHROU01H 1X OUCKTOCONCRETEJ MABCiNRY, LIROINECTLYWTO C O NCRETE1MA8�14 UbE3ltB INCR ITW TAFCONS OF SUFFICIENT LENDT11TO ACIWIE 1114INCH MINIMUM EMBEDMENT. MINIMUM IL INBTAUAIIMNANCHORS ARETOBELOCATED THROUGH PERIMETER OF NAILING FEN WHEN APPLICABLE. 1 MINIMUM EMSIMMENTAND EDGE DISTANCE 1DICLUDE WALL FINISHED, DRUM GBUTNCITLIMrtHDTO. STUCC% FCAM, BRICK B. INSTALLATION ANCHOR AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RE81B'TANT COATING. LFOR HOLLOW BLOCK AND GROUTFILLED BLOCK. DO NOT INSTALL INSTALLATINI ANCKDRS WO MORTAR J09178. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT WM FACE RHE LL CF SLOCIL 1061 NSTALLATON ANCHOR SHALL BE INSTALLED IN ACCORDANCE NTH ANCHOR MANUFACTURE" INSTALLATION MIRUCTIONS MID ANCHOR SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTUREI. ET.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOUAYWING FROPERTIES: A. WOOD -SOUTHERN YELLOW FINE -MINIMUM ® BFECIROGRAVITYOF038. 3ONONCRAM-MDSUMMCOMPRESSIVE BiRENOTH CN 091. ®C$LkSMM-STRENOM CONFORMANCE TO ASTM GOO. Ro j..At.ENa.�uw.P.B. TGe4aaP No 497 4TATE OF , TABLE OF CONTENTS eHHET REV SHMTDMMPTINN 1 8 GENERAL. MOM INSTALLATION N01SOA,D.P.CHART 3 8 ELEVATION AND ANCHOR LAVOLIM 3 B HORMWALAVE MCIALM=DMAGLA WBDEfA1L-CPT.DWALLATEDN 4 a HORMONTALAVER iCALe&CTIONS-PARTING STOP INSTALLATION S 0 COMPONB418 BILLOFMATERIAL68CORNHRSECWN Ro j..At.ENa.�uw.P.B. TGe4aaP No 497 4TATE OF , ELEVATION —MAX. UNIT WIDTH (V D.LO WIDTH 641/2° 8° MAX. FROM CORNERS MP) IF MAX. O.C. SPACIND (fYP) B" MAX. FROM CORNERS 1 r - Sq MAX O.C. SPACING (TVP) 1 INSTALLATIa MAX U aNcrloR (rYP.)H�o�r 18° MAX. Q.C. D•r, O. 8Q„ PARTING STOP SPACING MP) �G� ANCHOR {TYP.) � 1�° a uaq MAX. FROM CORNER (iVP) '//�� Or MAX. UNIT WIDTH W -D.L.O WIDTH a4 lX- Sq MAX. FROM CORNERS OYP) 'MAX. O.C. SPACING CM) 8° MAX. FROM r CORNERS CTYP) I r-- a' MAX. O.C. SPACING (TYP) 001 ANCHOR LAYOUT I OPTIONALW"ALLA'nON BXTMR VIEW V M ftwJ-Aa=tm%p B. rat"patim-u 67 MAX. HFJGHT D.LO. BOq UNIT o. �. No 4flTS2 $SI MT NTT INSTALL ANCHOR 10' MAX. O.C. 4114 MAX. FROM CORNER (TYP) SPACING PP) ANCHOR LAYOUT PARTWO STOP UWAU "014 BXTWOR VMW MAX. UNIT WIDTH W -D.L.O WIDTH a4 lX- Sq MAX. FROM CORNERS OYP) 'MAX. O.C. SPACING CM) 8° MAX. FROM r CORNERS CTYP) I r-- a' MAX. O.C. SPACING (TYP) 001 ANCHOR LAYOUT I OPTIONALW"ALLA'nON BXTMR VIEW V M ftwJ-Aa=tm%p B. rat"patim-u 67 MAX. HFJGHT D.LO. BOq UNIT o. �. No 4flTS2 $SI MT Aw MIN. EDGE DISTANCE 114" MAX SHN A 15 111 1 2X WOOD FRAME #12 WOOD SCREW 1111' MIN. EMBEDMENT S OTHERS INSTALLATION ANCHOR ASVATHING 2X WOO FRAME s 8Y OTHERS j BY OTHERS EXTERIOR FINISH-�1.-111'1_MIN. BY OTHERS EMBEDMENT #12 WOOD INSTALLATION ANCHOR 1 1 PERIMETER CAULK 4- MAX gyI(y I a m a BY OTHERS TIN EIS 1A171W MIN. 4 EDGE DISTANCE EXTRIOR B SEE GLAZING DETAIL 1 1 ON mile SHEET SHEATHING BY OTHERS 5 8 I ji 1 v C ViWA�T,L j7OR EXTERIOR FINI <r o �-J WOODNRAMRSUBSTRATE SYCTHERS PERIMETER CAULK z 1 BY OTHERS H 11 0 !f MAX.OA FRAME WIDTH g, a ro 4 B ;/(`''��/l HIORPiiZON N% Sk;CTION V q9 11i46�1�L Olds c� CDQE WOOD IfItAMP.$UBSTAATft lagm � RB HEIGHT 5 e �- ,� 7t$1 i 1-f ANNE�o GGLASNG GLASS 9,0. W ROM"YQERR1/4• MAX SHIM � es 6YOUPONT.1l8-ANNEALEDGLASS, 1 •U4-MIN. EMBEDMENT �� AIR SPACE,1/1Y INMIORTEMPERED GLASS ll GLAMG DETAIL 1 rY a CONCRECFJ MASONRY $ I.. ' — S 4 3 2 � r• Rohmlb P.L 2M8"ITWTAPCON FJMDR INTERIM rt INSTALLATION ANCHOR PERIMETERCAULK 3 , Q.l.��...;%lpG.� 8YOTHER9 j Q��,v�OEt� ham`• 2618-MIN.® *.A No 40752 i+ EXTERIOR FINISH , �114" MAX SHIM - BYOTHBRS !�0 EOG6DISTANCE :its I WC�O BUCK IIBN %'" G1 TATE OP :� • BY OTHERS yY w;EMSEDMIINT 6 1X WOOD BUCK (SOLATION MATERIAL BY OTHERS ��4iSJONAI-ENP' BETWEEN WOOD BLtpt & PERIMETER CAULK BY OTHERS list it CONCRETE /MASONRY BBN MASONRY SY OTHERS ISOLATION MATERIAL BETWEEN WOOD BY OTHERS EXTERIOR FINISH SY OTHERS BUCK & CONCRIM MASONRY BY OTHERS PUMUCTti VW0 311rr1wTAPCON mc=v w1btwFIwmd A2 518- MiIN. IUK?E DISTANCE INSTALLATION ANCHOR -+-MAX OA FRAME WIDTH u xo 2 A VER OFnCKALHORL BECTON CONCRUTESUBSTRATE O0rW&STALLA'nN ° , L CONCRNMIMASONRYSUBSTRATE 7/S' MIN. EDGE DISTANCE /.' #12 WOOD BCREIN ! INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS OD BUCK SHEATHING SYOTHERS BYOTHERS EXTERIOR FINISH BY OTHERS 1 4/2°MIN. (gay .' EMBEDMENT , r-1/4'MAXSHtM PERIMETER CAULK -1 BY OTHERS 2 B 4 INTERIOR EXTERIOR SEE GLAZING DETAIL 1 ON SHEET VERTIC SECTION PARTING STOP Au Amax WOOD FRAME SUiIMATE lAX.OA. FRAME WMIOR PERIMETER CAULK BYOTHERS EXTERIOR FINISH BY OTHERS' C ISOLATION MATERIAL, BETWEEN WOOD BUCK& CONCRETE/MASONRY BY OTHERS 2 5V MIN. EDGE DISTA E INTERIOR 1X WOCD BUCK :•tr:::; a 11140 MIN. J EMBEDMENT MASONRY13YOTHERS 311B' TIW TAPCON INBTALLATION ANCHOR 1/4' MAX s 9 !l2° MIN. EMBEDMENT- 2XWCDDFRAME\ 812 WOOD SCREW INSTALLATION ANCHO�R� 7A' MIN. EDGE DISTANCE J_ a EXiERIORFINISH- BYOTHERS PERM17M CAULK BYOTHERS LMAX O.A. rRAME WIDTH— % HORIZONTAL SECTION \ rPAWMG STOP Mr O WOOD FRAM SUD9TBATH 1/4° MAX. SHIM (—1 1/4' MIN. EMBEDMENT – i1� 3HS'TIWTAPCDN INSTALLATION ANCHOR •Y •'u 256"MIN, Aga EDGE DISTANCE e B iX WOOD BUCK Pa METERCAULKBYOTHERB 8 BY OTHERS EXTERIOR FSI BY OTHERS ISOLATION MATERIAL BETWEEN WOOD BUCK & CONCRETE/ MASONRY BY OTHERS —MAX O.A. FRAME WIDTH �( _HO_TAL SECTION PARM0 3TOP JNFrALIATION C:ONCRBI'BIMASONRY SUBSTRATE I Meal hmmus%PP_ r9maP.ENL49m •+nnu JAMES q 4 No 497&2 q O1 p MAIN FRAME 0.070' TYPICAL WALL THICKNESS ®APARTING STOP ff� � p FRAME COVER 0.070* TYPICAL WALLTHICKNESS 1....._' teas An ot- 0 POCKET INSERT 0.070° TYPICAL WALL THICKNESS ® GLASS STOP 0.070• TYPICAL WALL THICKNESS SYM# PART# DESCRIPTION MATERIA- MANUFACTURER 1 IV -1060 MAIN FRAME WHITE RIGID PVC "RWDP 2 IV -1070 FRAMECOVER WHITE RiGiDPV "RWDP ® 3 IV -1079 POCKET INSERT WHITE RIGID PVO "RWDP 4 IV 1103 GLASS STOP WHIT IGID PVC - RWDP 8 M1070 SIKA FLEX 552 SILICONE BACK BEDDING SILICONS SIKA 8 70 O.A. INSULATING GLASS CONSISTING OF: 118° INTERIOR TEMPERED GLASS, AIR SPACE, IV ANNEALED GLASS, 0.090° INTERLAYER BY DUPONT, U8" ANNEALED GLASS GLASS 7 1 11F X 314" PARTING STOP WOOD S #8 X 1 SFE` SCREW STEEL ossa "RWDP: ROYAL WINDOWS AND DOOR PROFILES, PLANT NO. 13 (NOA NO.12-1120.02}. (L\VVI{IYGI� uv_w I IVIY R 9 AAu=%s%P.& t+tttttJPMG9 +��'�N� .0, %,� 'En1 &..- ..-t ! Ido anre2 .o SET Ifig 11,Lu�Jug " — - - __ 1. - ", 4ARGI. 1j1-1 RIP %% AEN it I. 22 1 027'""' 041113gTog �I:.1 6. .......... VA Alta.a OL iUA 'WIN _IARGIA A tang H4 VtUljq,.% I .IMau 77.t_ t. kc Q&T. 41 Q '0 A_, WIPS ZZ' MOD . ;iAlUNgm;il".�1 .. .. . ...... 3. ­qt• - ar , Ir.14„pump,II I it1. lit31 a.lY �l 'RIZA i I . . . . . . . . . all•"A.aIIryP II SPY: M1AMQADE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTT[ E n&CCEPTANCE (NOA) Regency Plus, Inc. 1024 Locust Gap highway Mount Carmel, PA 17851 n---- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Stns Room 208 Nflwni, Flodda3H75-2474 T(786)335-2590 F(786)31S2594 Nvi-/Z0e,fL 51,10- trc 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Ai3J). 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 AHD (in areas other than Miami Dade County) reserve the. fight 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 AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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. PVC Horizontal Slidlns Window — LKI. APPROVAL DOCUMKNT: Drawing No. 3tPLS0063, titled "Impact Series 5405 Horizontal Slider Window", sheets I through 5 of 5, dated 11/208, with revision D dated 02107/12, prepared by PTC LLC, signed and sealed by Robert J. Ainoruso, 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 LARMMG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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 1108-1210.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No, 124=09 MlAMFW1AE COUNTY .. , Expimflon Date: July 22, 2014 Approval Date: April 19, 2012 Page 1 . Regency PIus, Inc. NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No RPLS0063, Sheets I through 5 of 5, titled "Impact Series 5405 Horizontal Slider Window", dated 11/26/08 with revision D dated 02/07/12, prepared by PTC LLC, signed and sealed by Robert J. Amoroso, P.E. B. TESTS 1. 'fest reports on: I) Air Infiltration Test, per FBC, TAS 202-94 2 Uniform Static Air din er FBC TAS 202-94 3 Water ce Test, er FBC; TAS 202-9 4) Large Missile Impact Test per 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a white PVC horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11507-1, dated 08/18)08, revised 09/03/08, with addendum letters dated 03/31)09 and 05/01/09, all signed and sealed by Harold Rupp, P.E. (Submitted under previous NOA#08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PTC,LLC, dated 11/24/08, signed and sealed by Paul E. Winter, P.E. (Submifted underprevious NOA#081210.12) 2. Glazing complies with ASTM E1300-044 D. QUALITY ASSURANCE I. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.111-0624.01 issued to EJ. DuPont DeNemoars & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 07-1016.05, issued to Dominion Plastics, Inc., for their White Rigid PVC Exterior Extrusions, approved on 11/15/07, expiring on 10124/12. Manuel Perez, , Product Control Exa in NOA No. 12-0 .09 Expiration• Date; July 22, 2014 Approval Date: April 19, 2012 L�-1 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATE 1. Statement letter of conformance comving with FBC 2010 and of no financial interest, dated February 07, 2012, signed and sealed by Robert L Amoroso, P.E. G. OTHER L Notice of Acceptance No. 08-121012, issued to Regency Plus, Inc. for their Series 5405" White PVC Horizontal Sliding Window— L.M.L. approved on 07)22/09 and expiring on 07=14. Manuel Perez, P I. -Product Control Examin r NOA No. 12-0223.0 Expiration Date: July 22, 2014 Approval Date: April 19, 2012 E-2 M REGENCY PLUS, INC. jUWPACT SERTEAS 5405HORTZ'OIVTAL SLIDER NTWOW - .LW J7VSTALLAT.IONANC2fOR4GEDE?ALES /.THE PRODUCTANWORAGESHOWN HEREIN IS DESIGNED ® TO COMPLY WITH THE 2007 AND 2010 FLORIDA BUILDING CODE (FSC) 9JGLUO?MG THE RON VELOCITY HURRICANE ZONE OMM AT THE DOMPRES9URE(8)STAT® 2.TFm PROOU¢TDIITAILB CwAtNED HEREIN ARE BASED UPON 8113NEDAND SEALED TEST REPORT 5 NOTL-110.11507-1 DATED Oa12d0A ANDAS130MTM LABORATORY STAMPED DRAWIMOSAND WERE TESTED IN ACCOROANCE WITH CURRENT DAM COUNTY 3. THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TOTHE STANDARDS LISTED IN THE 2007 AND 2010 FLORIDA ® BUILDING CODE "RAND [BIN COMPUMCE WRH SAID 8TANDAROB, NCLUDING HIGH VELOCITY HURRICANE ZONE 4,ADEOUACY OF THE MOSTNG STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAN WINO FORCE RESISTING SYSiaM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE L9 THE REHPONSISIL!TY OF THE ENGINEER ORARCHRECTOFRECORD. LiXA O2XBUCXB(WHENUSED)SHALLSEDESIGNMAPIC ANCHORED TO PROPERLYTRANSFER ALL LOADS TO THE STRUCTURE BUCK DEMAND INSTALLATION IS THE RESPONSMR=OFYtMM UMMORARCHRECTDP RECORD. L THE NSEAL1ATION MAILS DESCRIBED HEREIN ARE GENETDC MID MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SIIL IF SE(E COtMoNS CAUSE NSTALLATTONTO DEVIATE FROM nM RECD MBMENTS CETALEO HEREIN, THEN THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A OUTBIDEHVHZ: REQUIRE THATA LICENSED E 12INEM ORARCHITECT PREPARBANO SURIAT SITE SPECIFIC DOCUMENTS FOR USE NRTH THIS DOCUMENT. B. INSIDE HHOM: REQUIRE THATA ONE-TIME SITE 11PE01FICAPPROVAL BE APPLIED FOR AND C87AINED FROM THE MMA42AM COUNTY PRODUCT CONTROL ONL910N. N TLDyy_o��, 7. WINDOW FRAME MATERIAL: RIOID VINYL PVO L CINE (1) O11SfAUJ,A710N ANLY1dR M N:EaU1A� AT FAI3( (N.OA.O7-1010.4r� ANCHORLOCATWNe OWN. LEACH W440MASSEMBLY SHALL BELA MXUV M 2. THE NUMBER OPINSTALLATION ANCHORS DFAIOTED19 APERMANENT L49ELAND= STAMP WITH THE THE MINIMUM NUMBERCFANCHORBTOBEUSEDFOR FJ WOERCODEANO'MOCA"A9BiATWINN.OAPROD X0.07-10111,05. L GLASS MEETS THE REOUIRFMENTS OFABTM E13034M.I.& 10. DES(QNATa}NS'rANO V STAND FORTIS FOLLOWING: X: OPERABLE PANEL 0: FVMD PANEL 11. A 10 INCREASS IN ALLOWABLE MINS FORM LOADS WAS NOT USI D INTHE AGN OP TtM. PRODUCTI;S)SHOWNIERSOL WIND LOAD DURATION FACTOR (Cd a IS) K48 BEEN USED FOR WOODANCIORDESICK 1L N AREAS tAOMM WI D40RNE DSM PROTECTION RGfil11REMENT8 EXIST, USE OFAN APPROVED IMPACT PROTECRVE SYSTBA N NOT NEEDED, 3. SHIMABREMJMWAT EACH INSTALLATION ANCHOR THRUMAX FRAME WITH LOAD BEARING SHIM(8). MMMUM ALLOWABLE BRIM SDW M 114 INCH. SHIM VOOM APACE OF Ilia INCH OR GREATER OCCURS. . SHIM(S)aHAUBEC.ONSTRUCTSOOPH(GHDENIM 4. FOR DSTALLATION INTO WOOD FRAMMM USE 112 NODI SCREWS OF 9UFFICIWLENGTHTOACHIEVE 1112 INCH MNNUM CAIOEOMENT. MINIMUM abL1E DISTANCE IS 715 ICN. 3. FOR NOMAL ATTONTHROUGH IX SU CKT'D C13NCREYE l MASONRY. DR OIRECTLY[flTD OGNICRATEI MASONRY. USE V4 11MITWINISCONSOF SUFFICIEWLEWTHTO ACHIEVE 1 U4 INCH MINIMUM EMBEDMENT. MINIMUM EDGE DISTANCE IS 2-428NCHE8. I, PDR PARTING SMP INSTALLATION USE 12 X 1112 INC" DAYWA LLSONEW& 7. MINMMUM EMBFDM WAN D EAtWELXBTANCE EXCLUDE WALL FN10NF8, IdH3.Umm BUT NOT LIMREOT D STUCCO. FOAM, BRICK VENEER AND SIDING. L INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TABLEOFCONTENTS BMW REV. I1HEETOE80RIPRON 1 —IF GtNEAALAND INS AL ATIDAI NDITD 2 D SMATIONANDANCHORLAVOUTS . 9 D VERTICALSECTIGNS . , _.._ . A b HORIZONTAL SECTIONS, GLAZING DETAILACORNER DETAL 5 D COMPONWISAND HILL OFMATERIALS L INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANTMATERIAL OR HAYEA CORROSION RESISTANT COATING, 4. FCR RMLOW BLODKAN]3 O=UT FLLED BLOCK DO . NOT UNSTALL INSTALLATION ANCHORS INTO MORi'AR JOINTS. EOGE DISTANCE IS MEASURED FRGM FREE. :• . , A OF AtOCKOREWE OFMORTARJOWTINTO FACE'•'•:, SHIUL OF BLOCK Li Ia INSTALLATION ANCHORS SHALL BE INSTALLED IN • ,ti ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCRONS AND ANCHORS SHALL Q. NOTBE USED IN8U88TRATEB WITH STRENGTHS LEffi - ." THANTHE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER I I. INSTALLATION ANCHORCNPACITIES FOR PRODUCTS HERBIN ARE EASED ON SUBSTRATE MATERIALS WITH �► THE FOLLOWING PROPERTIES A. WDOC PT SOUTHERN YELLOW PINE -MINIMUM SPECIFIC GRAVELY IS Q.SR. LUMBER MUST COMPLY: VM FRO SECTIONS 24113.3.3 AND 2=2 AS TO WOOD PROTECTION. A B, CONCRETE•MNIAUM COMPRESSIVE STRENGTH OI;'. 31SZpatANO CONFORMS TO ACISCI1. ® G MASONRY -STRENGTH TO CONFORM TO ASTM GTO. DEBIGNPRESSURE RATING (POP) IMPACTRATN t5S D AGE I m�0 a1 i wj,Aftwm%P.E. rabblo.E.Ia.mw C1EP,e�+A F4namnfHmnRLLC 1R1 �WaENbmmoam 0n16taAfiafo ft Imam 0 ELEVATION BXMOR VIEW L —1 Wx 114' WEEP HOLE 2 618' FROM ENO r YPa 7WV W1X FROM CORNERS {P•) 12 MAX. O.C. (TYP.) ® HEAO & SILL FROM PARTING ® HEAD & SILL 12112' MAX. O.C. (TYPa STOP CORNERS @ HEAO & SILL —EFROM PARTING STOP CORNERS-(TYP.) a FROM FRAME �! S CORNERS cIYPa 17 O.0 iYP. O INSTALLATION ANCHOR (TYP.) J1 I PARTM STOP FkddmP&Nm40M ANCHOR (1'YP.) fr MAX O.C. FROM 3' MAX. FRO RAME CORNERS (TYP.) STEEL REpVFORCEMENT C.L (TYP.) FD(ED WfEVENLY SPACED METAL SEWS HEAO di SILL +) 1 v B` MAX. FROM HEAD & SILL �'r�raa�macoeue ANCHOR LAYOUTEXTW1mgd�pL�ItE2878 ni e� rres ottviEw NIL2M 0 E BY WOOD BULK BY OTHER (SEE NOTE 5, SHT, 1) WOOD BUCK PROTECTION BY OTHERS CONCRETE OR MASONRY BY OTHERS^�` (SEE NOTE 4, W 1) 10 �8 X 1 1j2"�4 DRYWALL SCRE� EXTE IOOROFINISHH THERS PERIMETER CAULK— BY OTHERS . / _f.W/4" ITW 2 1MIN. EDGE DISE. Q P�. 1t/4" MIN. EMBEDMENT VERTICAL SECTION tem 6IQS ° P jazixt mm¢.A' INTERIOR SEE GLAZING DETAIL 2 ,o �1 SHEET 3 PERIMETER CAULK BY OTHERS � X 14 RYYWALL SCREW O EXTERIOR ' FINtSH BY OTHERS CONCRETE OR --- MASONRY BY OTHERS (SEE NOTE 4. SHT. 1) ONE BY WOOC— BUCK BY OTHERS (SEE NOTE S. SHT. 1) WOOD BUCK PROTE oN- A DLL28A1/ W 1/4" MAX. SHIM SPACE ' 4 9 1 1/4" MIN. a 4 '° EMBEDMENT v RW TAPCON 13 f 2 1/2" MIN. TAL.LATION ANC R EDGE DIS% EXTERIOR INTERIOC VERTIC SEFION IO$ oa09AwnrnM800M, INTERIOR EXTERIOR D HORIZ ' AL SE ION RobMIAAMMMO PB P[mltlaPENo.�8i7a iii •�P ���fi8�'LL4 •t�woa,wtnrexar+a me co.nTrmromw tie.�6Ofa. X12 WOOD SCREW 12 NE BY WOOD w y 19 1"1 NSTALLAl1ON ANCHOR 7/8 M1N _ OTHERS (SEE NOTE S, SHT. 1) iv SMTHING EDGE DIST. IWO BY WOOD 13Y OTHERS BY OTHERS (SEE NOTE 4, SHT. 1) n g EKTMQR FINISH lag ST OTHERS _r //��'''' 1SCREW o f s. 1 1/2" MIN. X 14 EMBEDMENT DRYWALL SCREW 1 /4" MAX, o u m ,Q SHIM SPACE PERIM By CAULK OTHERS .. 1Q a '� DLL28A1/ W 1/4" MAX. SHIM SPACE ' 4 9 1 1/4" MIN. a 4 '° EMBEDMENT v RW TAPCON 13 f 2 1/2" MIN. TAL.LATION ANC R EDGE DIS% EXTERIOR INTERIOC VERTIC SEFION IO$ oa09AwnrnM800M, INTERIOR EXTERIOR D HORIZ ' AL SE ION RobMIAAMMMO PB P[mltlaPENo.�8i7a iii •�P ���fi8�'LL4 •t�woa,wtnrexar+a me co.nTrmromw tie.�6Ofa. DR4AX.15CRElY •14 1/4" MAX. 1 1/2" MIN SHIM SPACE EMBEDMENT 10 1 SHIM AS REQUIRED 012 WOOD SCREW 1z INSTALLATION ANCHOR 7/8" MIN. .EDGE DISTANCE TWO 13Y WOOD �5: 1r ;�,y�•, (� FRAME BY OTHERS , n (SEE NOTE 4, SHT. 1).��.. SHEATHING BY OTHERS 20 fib X 1 1/2" DRYWALL 5ORE1Y 14 10 PERIMETER CAULK EXT7331OR FINISH BY OTHERS BY OTHERS WINDOW WIDTH E xot �oNT Orr (PCtBbPAN61.ffiIawN, ' OP9RARL6PANBt..�lA1 7/8" Q A. LAMINATED CLASS CONSISTING OF EXTERIOR LAMINATED cLAss — lb (2) 1/8" DOUBLE STRENGTH ANNEALED GLASS W/ 0.090" DUPONT "BUTACfIE" U4TEIiLA 0.41" AIRPSACE W/ DESICCANT MATRIX STEEL SPACER, INTERIOR 1/8" DOUBLE 15 STRENGTH TEMPERED CLASS FXTERIOR le . 2 17 r �Q r GLASSSS SITE(INTERIOR t GLAZING DETAIL Y GLAZING DETAIL. Z 1/4" MAX. SHIM S SHIM AS REQUIRED PERIMETER BY I -WINDOW n11 JB X 1 1/2" 5 § 1 11 $ DRYWALL SCREW „ MIN. £DMENT 1/4° IiW TAPCON 13 INSTALLATION ANCHOR S 121 EDGE DISTANCE g�g ffi � CONCRETE OR MASONRY V; BY OTHERS c m m q 4OLATION I MATERIAL BETWEEN q q , WOOD BUCK •de MASONRY OPENING 8Y OTHERS q -ONE BY WOOD (SEESUCNOTE 5 BY OTHERS1 >, 74 #8 X 1 1/2" DRYWALL SCREW of pct g o \ \--•EXTERIOR FINISH z BY OTHERS $ s TED MITERED IER CONSTRUCTION 1 RWOCL mmmR PA F7oi4bP.£Nn4 M NO �.vrcpam UGI/i1L 1XPTWOODBUCK 1? NG,STOP EXTERIOR PERIMETER BY OTHERS TO BE B&IM TO 1X PT WOOD BUCK WITH sm 851 SILICONE �rro�o�na�.u° RaR� Qi MAIN FRAME WEEP rX EB (s EN WHITE RIGID PVC 112" X 112' EACH END (INT. TRACK) 0.070° THK. 112" X 318• MIDSPAN (INF. TRACK) fde' X 318' EACH END (EXT. TRACK] 4 3/16" • 2 3/ap 1 3/8" 1/4 --�-- -� z SASH Q WHITE RIGID PVC a4ar THK. 1 5/8"�. 1 I/z• 3 GLAZING STOP W! HANDLE Q WHITE RIGID PVC 0.086° THK 5 j16" GLAZING STOP + OPERABLE LITE o v m 4 • WHILE RIGID PVC 0.083" THK. 15 16" {27 SASH COVER WHITE RIGID PVC MUM THK. B/18" 17 6LAziNG STOP- Irmp LTTE WHITE RIGID PVC I 0.070"THK. I I5/18" 1j2" gjt S" . is PANEL STOP / FRAME COVER WHITE RIGID PVC 0.080" THK O POCKET COVER (EXT. TACK). WHITE RIGID PVC 0 070' THtt. 1 1/18" f 7/8" @POCKET COVER TRAC WHITE 6.070" THK C WEEP HOLES: y� X 8/18" �s3iP� 1 1/18" i 7/8" BILL 4F MATERIALS mimol DESCRIPTION MATERIAL SUPPLIER d' 2112 2112 a 2 • ii ai " X MAINFRAME WHITE R1603 PVC DOMINION PLA -009 - 2 ggg}I FRAME WHITE RIGID PVC DOMINION PLASTICS 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC DOMINION PLASTICS @ q ANG STOP - OPERABLE LITE WHITE RIGID PVC DOMINION PLASTICS 8 pOC10aT TRACK) WHITE RIGID PVC DOMINION PLAL3TICS S POCKET TRACK)WHITE RIGID PVC DOMINION PLASTICS 7 SASH LOVER WHITE RIGID PVC DOMINION PLASTICS .8 REINFORCEM SASH FRAME 15 GA. STEEL ALLOY 10081010• REGENCY PLUS, C.• 0 1 C WHITE RIGID MG DOMINION PLASTICS 10 ARTING STOP WOOD PT SYP Gco.88 MIN. O INTERLOCK COVER WHITE RIG D PVC _ 0.070° THK 15f7� 6" 1 3/4" ® REINFORCEMENT SASH FRAME STEEL M=' THICK „ Fu 37x3-30 /18" OREINFORCEMENT FIXBD MLRTWG RAIL 18 FIXED MEETING RAIL Q WHITE RIGID PVC 0.01011-K 2 3/18" 2 1 j18" 11 SWEEP a KEEPER STEEL TRUTH 12 WOd ST dN ANCHOR STEEL 13 114• TAPCON INET TION ANCHOR If W IIB X 1 117 DRYW SCREW STEEL -- t�t�, A AL " � wood a mere is OA. INSUTATIDZ GLASS (SEE GLAZING GLASS EWISSEAL DETAIL ON SHEET 3) !B SBtA F1EE( 882 SILICONE SIKA 17 GLAZING STOP- D LITE WHITE RIGID PVC DOMINION PLASTICS 18 FPWD MEETING RAIL WHITE RIGID PVC DOMINION PLASTICS 18 PANELSTOP I FRAME COVER WHITE RIGID � DOMINION PLASTICS 20 POCKET NSERT-FIXED PANEL WHITE RIGID PVC DOMINION PLASTICS 10 PARTING STOP WOOD 1 1/2" • B/g• 2 FINSEAL WEA ERSFRI VINYL ULTRAFAS HOUSED AL ROLLERS NYLON 1 STEEL SAUNDERS ENGTI .. . 23 TIL7IATCH VISION 1N0. 0111`30' S�EL FY = 30 - 50 KSI Fu=37.6-88.7KPSI 15f1fi 3/4" � POCKETINSERT F W PANEL WHITE RIGID PVC QAWTHK 13ji8• 1 4/8" 24 WEEP HOLE COVERS PLASTIC RO-MAI 28 EINFORCEMEN7 MEEi1 G L 18 GA, STEEL ALLOY 1008/1010 1 REGENCY PLUS INC. •ASTMA•AIDOMIA108 .. - mmucrnwMW ild p ilmNs p tNo a