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WS-12-20-2989, 10651 NE 11th CtMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit Type: Windows/Shutters work Ciassifrcation. Window/floor Replacement Permit Status: Approved Issue Date: 01/08/2021 1 Expiration: 07/08/2021 Location Address Parcel Number 10651 NE 11TH Cr, Miami Shores, FL 33138 1122320280220 rnntacts BRETT BIRNBACH Owner Nina Birnbach Owner 10651 NE 11 CT, MIAMI SHORES, FL 331382122 10651 NE 11 CT, Miami Shores, FL 33138 Home: 7863908412 ninazb@bellsouth.net ninazb@bellsouth.net EAST COAST WINDOWS & DOORS. INC Contractor EDWARD MORRIS Business:9545812113 eleanor@eastcoastwindows.com Description: REPLACE 8 WINDOWS ALL IMPACT Valuation: $ 8,458.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00....j Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $2.70 DCA Fee $2•GO Education Surcharge $1.80 Scanning Fee $12.00 Technology Fee $4.50 Windows/Shutters Fee $130.00 Total: $208.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $208.40 Credit Card 12/29/2020 $50.00 Credit Card 01/08/2021 $158.40 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner ! Applicant / Contractor / Agent January08, 2021 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-12-20-2989 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date: 01/08/2021 I Expiration: 07/08/2021 Parcel Number 10651 NE 11TH CT, Miami Shores, FL 33138 1122320280220 Contacts BRETT BIRNBACH Owner Nina Birnbach Owner 10651 NE 11 CT, MIAMI SHORES, FL 331382122 10651 NE 11 CT, Miami Shores, FL 33138 Home: 7863908412 ninazb@bellsouth.net ninazb@bellsouth.net EAST COAST WINDOWS & DOORS. INC Contractor EDWARD MORRIS Business:9545812113 eleanor@eastcoastwindows.com im Inspection Requests: Description: REPLACE 8 WINDOWS ALL IMPACT Valuation: $ 8,458.00 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $2.70 DCA Fee $2.00 Education Surcharge $1.80 Scanning Fee $12.00 Technology Fee $4.50 Windows/Shutters Fee $130.00 Total: $208.40 Payments Date Paid Amt Paid Total Fees $208.40 Credit Card 12/29/2020 $50.00 Credit Card 01/08/2021 $158.40 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at hops://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. January 08, 2021 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION E!(BUILDING ❑ ELECTRIC ❑ ROOFING 13Y- (�- ( TLk FBC 20 e�7 ('? Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 U051 ME- 11 T9 COuv- City: Miami Shores County: Miami Dade Zip: 33130 Folio/Parcel#: IF 22 3 2 -0Z8 ^ o2Zo Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): � j NIr' Q 'fr RIJN J&V /-( Phone#: 70 6- 3q6 441 Z Address: 1062 NE 11174 Cow - City: Him i abdec State: rt Zip: 33/38 Tenant/Lessee Name: Email• e-l4"r,t9 f CONTRACTOR: Company Name: CA /� SE 60AS r 1c1WDOL E 9/ Lit & Phone#: RS� S 1- 21 U Address: 11 � I W 7TV N&A11l E City: PONP&NO rr860 A� /� State: h- Zip: I Qualifier Name: L D IL�&W Ivloebas Phone#: 7 S�"• 581- 21 L State Certification or Registration #: C G C I YO44q.? Certificate of Competency #: C/�� Qt 1170 Q A DESIGNER: Architect/Engin Phone#: Sy" 18.1 G54 I Address: 74-& 7 . aL io zo7 City: Atw& State: P_ Zip: 33062 Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition pp ��53' Alteration I --] New❑ Repair/Replace ❑ Demolition [L Description of Work: P O U �?) C U IM AaAC &L I MMCT- Specify color of color thru tile: Submittal Fee $ G(:) Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. Signature OWNER or AGENT The foregoing instru20Jt&JJt4,W-- nt was acknowledged before me this day of 20,2p� by IAA _,who is personally known to me or who has produced �PC as identification and who did take an oath. Ay. ;`'6 Signature CONTRACTOR The foregoing instrument was acknowledged before me this 0 a day of 20 d O by c.f who is rsonally known me or who has produced identification and who did take an oath. tinreav ai IRI ir• NOTARY PUBLIC• Print: j!iffa1dtl .'- Seal: wwwwwwwwwwwwwwwwwww APPROVED BY as \`\\�N�INIIIIIH/!�i/ ` OR /i 41 q C. � `�F `.�� MN'�SSipNCF. Sign ? Print: • : 't Seal: —#GG22232i �0• �9,p oo*ded 10��0.: �O�\ 0 9 ded M:N iP! *•,i i/ to blic Undo p �\ oVA A blic Und01;�p�\� www / • STAT��wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwa��/r,RDt fill III fL� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER ., Summary Report Property Information Folio: 11-2232-028-0220 Property Address: 10651 NE 11 CT Miami Shores, FL 33138-2122 Owner BRETT BIRNBACH &W NINA Mailing Address T 10651 NE 11 CT MIAMI SHORES, FL 33138-2122 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,752 Sq.Ft Living Area 1,292 Sq.Ft Adjusted Area 1,522 Sq.Ft Lot Size 11,625 Sq. Ft Year Built 1951 Assessment Information Year 2020 2019 2018 Land Value $242,383 $242,383 $242,383 Building Value $114,150 $79,909 $79,909 XF Value $1,155 $1,170 $1,185 Market Value $357,688 $323,462 $323,477 Assessed Value $100,616 $98,354 $96,521 Benefits Information Benefit Type 2020 2019 2018 Save Our Homes Assessment $257,072 $225,108 $226,956 Cap Reduction Homestead Exemption $25,000 $215,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 6 BLK 2 LOT SIZE 75.000 X 155 OR 16194-3273 1293 4 Generated On : 12/29/ Taxable Value Information 2021 2019 2 County Exemption Value $50,000 $50,000 $50. Taxable Value $50,616 $48,354 $46 School Board Exemption Value $25,000 $25,000 $25 Taxable Value $75,6161 $73,354 $71. City Exemption Value 1 $50,000 $50,000 $50 Taxable Value 1 $50,616 $48,354 $46 Regional Exemption Value $50,000 $50,000 $50 Taxable Value $50,616 $48,354 $46 Sales Information Previous OR Book - Pace Qualification Description Sale Page 16194- Sales which are disqualified as a result c 12/01/1993 $0 3273 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/Apps/PA/propertysearch/ 12/29/2020 ACORL7' CERTIFICATE OF LIABILITY INSURANCE DATEWM/DDIYYYY) 12/18/2020 THIS CERTIFICATE IS 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 have ADDITIONAL INSURED provisions or 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 lieu of such endorsemen s . PRODUCER 800-538-0487 Atlantic Pacific Insurance-PBG 11382 Prosperity Farms Rd #123 Palm Beach Gardens, FL 33410 Christopher Morris k0JACT PHONFAX -626-3163 AICNEat : d-0AIc No INSURE S AFFORDING COVERAGE NAIC # INSURERA: United Specialty Insurance Co. 12537 lVasi oast Windows & Doors, Inc. 1711 SW 7th Avenue Pompano Beach, FL 33060 INSURE Old Dominion Insurance Co. 01573 Wilshire Insurance Company C p y INSURER 0: FFVA Mutual Insurance Co. INSURER E : INSURER F : rnVFRAfIDFC rFRTIFIrATF NIIIMRFR' RFV131nN NIIMRER- 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. INSR ITRA TYPEOFINSURANCE ADDLSUBR POLICY NUMBER POLICY EFF POLICYEXP LIMITS X COMMERCIAL GENERAL LUUIILITY CLAIMS -MADE FX OCCUR LIG0066301 05/07/2020 05/07/2021 EACH OCCURRENCE $ 1,000,000 DAMAGEISE TO RENTED $ 50,000 MED EXP (Any oneperson) $ 6,000 PERSONAL & ADV INJURY $ 1,000'000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JECT LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG 2,000,000 B AUTOMOBILE LIABILITY X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS W ED AUTOS ONLY AUTO ONLY BIP1896N 05/07/2020 06/07/2021 COMBINED SINGLE LIMIT $ 1,000,000 BODILY INJURY Per on $ BODILY INJURY Per accident _ $ PPe�acEcldent AMAGE $ C X UMBRELLALIAB EXCESS LIAB X OCCUR CLAIMS -MADE XL00018638 05/07/2020 OW07/2021 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,600 DED I I RETENTION $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUT1VE Y / N WFICER�MEMBEp EXCLUDED? (h7andato►Y In NN) 9 yes, describe under DESCRIPTION OF OPERATIONS below N / A WC840-0034893-2020A 06/07/2020 06/07/2021 PER OTH- E.L. EACH ACCIDENT $ 1'000'00� E.L. DISEASE -EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMB 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more apace Is required) General Contractor License CGC1604443 CCDTICIr ATC I.Ini r1C12 rANrFI I eTInN MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department AUTHORDEDREPRESENTATIVE 10060 N.E. 2nd Avenue Miami Shores, FL 33138 ACORD 26 (2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD v IWM �--- EAmsT Cogs : ---- � Windows & Doors INt:. CONTRACT STA TE CER TIFIED GENERAL CONTRACTOR LICENSE #CGC 1504443 — SPECIAL TYBUILDING -GLAZING — CC#96-8170-G-X 1711 SW 7th Avenue - Pompano Beach, FL 33060 PO# 202539 office (954) 581-2113 -fax (954) 581-2114 ONTRACT SUBMITTED TO PHONE DATE Nina Birnbach 1 786-390-8412 11/18/2020 TREET IJOB NAME 10651 NE 11 Ct P CODE Miami Shores, FL 33138 on new Miami Shores 10651 NE 11th Court, Miami Shores, FL Supply all materials, equipment and labor to install the following IMPACT RESISTANT products: First Floor Mark Location Qty Description A Living Rm 1 PGT Series 7710A Horizontal Roller Window (XOX 1/4,1/2,1/4) with 5/16" Gray Glass. C Bed 1 3 PGT Series 7710A Horizontal Roller Window (XO) with 5/16" Gray Glass. D Bed 1 1 PGT Series 740 Operational Single Vent Casement Window with 5/16" Gray Glass. E Bath 1 PGT Series 7710A Horizontal Roller Window (XO) with 5/16" Gray Glass. wl "t 47- h7r B Bed 2 PGT Series 7710A Horizontal Roller Window (XO) with 5/16" Gray Glass. e �k *All windows and doors will have WHITE frames* *AII windows and doors will be full view (no colonial muntins/grids)* Description of work: Remove old windows. Clean and inspect openings. Install new windows. Anchor with code approved tapcons. Patch perimeter stucco where necessary. Caulk and seal inside and out. Sweep and vacuum all work areas. Haul away old windows and debris. m� Customer • . I ECW Signature ii�Date i i Signature Note: This contract cannot be cancelled or changed after 3 days. P-30-me Date 202539 Minim Shores (Co*wQ VP EAST COAS T Windows & Doors.,. CONTRACT STATE CERTIFIED GENERAL CONTRACTOR LICENSE #CGC 1504443 — SPECIALTY BUILDING -GLAZING — CC#96-8170-G-X 1711 SW 7th Avenue - Pompano Beach, FL 33060 PO# 202539 office (954) 581-2113 -fax (954) 581-2114 CONTRACT SUBMITTED TO PHONE DATE STREET Nina Birnbach 786-390-8412 11/18/2020 JOB NAME 10651 NE 11 Ct Miami Shores ITY,STATE AND ZIP CODE JOB LOCATION Miami Shores, FL 33138 10651 NE 11th Court Miami Shores, FL a , 9uaran ee on renalr. 1 veer auaran Pa nn naw men inn Mann— .. . ,. . _. _. __._ .__ ________ _ . _ _ Notes: 1) Screens are included for all operable windows. 2) Federal law requires that all contractors test for lead in all homes built before 1978. Price below does not include lead renovation and/or abatement if lead is found. 3) Priced does NOT include shutter removal or patching of holes 4) Interior & exterior painting is the responsibility of others (not ECW) 5) Permits / Sub Permits are NOT included. Down F 6) Removal of security bars is included. Amount Check 4 C.0 type D.L. # Signing We PIr01P®Se hereby to furnish material and labor— complete in accordance with above specifications for the sum of - dollars ($ Payment to be made as follows: Down Payment due at contract signing: $ 3,383.20 Due at completion of installation: $ 4,229.00 Due after punch out and final inspection: $ 845.80 Permit cost from the City/County: To be Determined. Terms 8 Conditions: 1) East Coast Windows & Doors, Inc. will service manufacture's defects. However, defects and service schedule will not be cause for holding final payment 2) East Coast Windows & Doors, Inc, is not responsible for manufacturer delays or acts of God that may delay installation, 3) East Coast Windows & Doors is NOT responsible for damage to any type of window treatment or flooring 4) East Coast Windows & Doors is NOT responsible for shutter removal YISA —, oec,vsr 5) East Coast Windows & Doors is NOT responsible for custom wall finishes (wall paper, faux finishes, etc...) 6) East Coast Windows & Doors is NOT responsible for moving of furniture or any damages due to moving of furniture. 2.5% Processing fee added per charge $8,458.00 Acceptance of Contract - The above prices, specifications, terms and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as indicated above. Materials remain the sole property of East Coast Windows & Doors, Inc. until the job is paid in full. If it becomes necessary for East Coast Windows & Doors, Inc. to employ a collection agency and/or attorney to collect on this bill, I the undersigned agree to pay all court costs and attorney fees All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard pract ces. Any alteration or deviation from above specifications involving extra cost will be executed only upon wdtten orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidentor delays beyond our control. Owner to carry fire, tomado and other necessary insurance. Our workers are fully covered by Worker's Compensation Insurance. Customer ECw Siqnature Date Signature Date Notell Thi contract cannot be cancelled or changed after 3 days. 202539 Miami Shores (Contract) h� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknow CJ Signature Date Print Name l N aJ I N �1 Front Door 5 � 1 O X l3 3/4 x 50 3/8 HR -� x Bedroom '733/4x503/8HR ejreS3 0 V 0 3'1 x 38 3/8 � � Living room x 'JI 94 1 /4 x 50 3/8 HR X O X Bedroom 4 SJ 36 x 0O 3/8 GA 8 �36x503/8HR •• ••• • • • •� X x 011,11 .. ..• .. . . . .. Prepared by: Job si r' 000 • • •'' " • ' " East Coast Windows & Doors, Inc. Biv bac4Residence • • . . . . . . . . . . 1111 5W -Ith Avenue fgd51 NE.1'ItR Gburt '.' • Sheet 1 of 1 Pompano Beach FL 33060 Miami Shores FL 33138 954-581-2113 • • . . . . • • . . . . . .. .. . . . .. .. ... . . . ... . . 12/15/2020 s Property Search Application - Miami -Dade County Address Owner Name Subdivi— Name Folio SEARCH. 10651 NE 11 Court PROPERTY INFORMATION O Falo: 11-2232-02&022o SuRONNIU: MIAMI SHORES ESTS Pr d, Add- 10651 HE 11 CT DBRFBRF. TT BIRNBACH SW NINA 1.11 MAddr..a 10651 HE 11 LT MIAMI SHORES. FL 331>f1-2122 PA P,17 Zp 0800 SGL FAMILY 1701 1900 SO P,l My Land U.. 0101 RFSIDENTIAL SINGLE FAMILY 1 UNIT B.E. I B.trle I HY1 111 10 11— 1 LIA., on. 1 ACWY Ar.e 1752 Sa F1 Lleln9 An. 1.292 Sp.F1 Adlu.t.d Aaa 1,522 SR.F1 Lot Slae I"sm Sa.Fl K.r..at 1W _...e Q Bad to Seared R—ft, F.erurW ORIim Tools Cdnwretl. Saba Gb _ vA Online lops 1r ,r, Retard GrU N.pon f]weUnaef R.pon Hwn..l.ed Frail So— Ta—g peoKfa.0 Oewr Tax GanUUon Nan -Ad rYaem AawumeMa VYU AOIw1meY Boas ASSESSMENT INFORMATION O V..r 98M 8818 VW VYU 52e2,383 S242.M3 BANOWV.lw, S1ta,t50 S19,909 E1 Future Ww S1.155 $1,170 Mw*w, Ww S357._ $323.462 Aaa.aaW Ww S10O616 $96.351 TAXABLE VALUE INFORMATION O Am 2019 COUNTY E.•mptbn valw $so— $50.000 TuaW.VW.. s5O.616 $.8, 35. SCHOOL BOARD E..mptl.n VYu. $25000 $25 NO T.uW. VYu. $15,616 $13.35. CITY Ea.mptlon VYu. 550000 550000 T.aatle VYua $SO.616 1118,35C REGIONAL Eumptlon VYu. $50.NO, $50,000 Ta..W. Ww S.516 W,351 SALES INFORMATION O Prevloua Sab P.- OR BUE-Pap t2r9111993 50 181IM-3223 Fa nqn Inlpnne8on aUN tU Dep -- of Rewn — SA.. OuY— Cods. 2020 2019 2018 IANDINFORMATION O .1. 52a2 3B3 ST9.909 $1 185 S323 OT S9S521 .1. 550 No S4S - S25 NO Sit s21 S50 NO Safi 521 $50,000 Sa6.521 0000 • • • • F 14rtn1 S.— H.Ip P_n, 1uu T.. EaanYa TRIM N— BENEFITS INFORMATION O B.mM T_ 2020 .1. "1. Saw Our Nam. Cap Aaaesanna R.duaan 525T.O72 $2211. 5226.956 HU1..Had Examppon $25.000 S25,ON $25.= 8— Ha wwE Exmm — 525.000 $25000 $25.000 Nae Nat e9-woo,.1..p0— N A iasatle Values I— Counry. — BUN. CO. Re$bnN4 FULL LEGAL DESCRIPTION O MIAMI SHORES ESTATES PB a]-M LOT 6 ELK 2 LOT SIZE 15000 K 155 OR 16-3273 1293 a OuallRcatlon D..cdptlU Sebs Wuce ere O�sauYdbd as a ras1910l eraminelan of 1Ae deed https://www.miamidade.gov/Apps/PA/propertysearch/#/ 1 /2 12/15/2020 Property Search Application - Miami -Dade County 1. 1 Uee N1aN Zone PA Z UnN Trye unlm Cak Veka GENERAL R-163S. W1S OBCD-SGLFAMILY-tT01.lMW Frain Ft. 75.00 S242.SS1 BUILDING INFORMATION e eupAnp Numbar Bub Arm Ymr BUR ADt ftFt Uvbg SR -Ft A4f ftFt Cek Velm t t 1851 1.182 1.M 1,522 $114,150 C— Sanding Stetrlm Avd ' EXTRA FEATURES e Deaadpdm Tam Eu1Q Unpa Oak- Ga Ift Feca&5 R Ng11 1994 150 $M. AODMONAL DIIFORMATION • TW anprmaaan Idtm 1lelaw a m1 ale ,! aan the PmpanY Apprmse/v OR remr4a. It a Pa-e J far mnroninm ed a to v I frmn mte gaavenent agV c LAND USE AND RESTRICTIONS Ca dty OmelopmM Dkbkb NONE CDmmunby ReEaao1opne,0 Arm: NONE Empwarenant Z_: NONE Ents'.i oZoro: NONE urGn Oevdp,_ INSIDE URRAN DEVELOPMENT BOUNDARY Za1lkg Cafe: R17.5 E.Whg Land use: 10-SINGLE-FAMILY. tffD: OEN:JTV (2-5 DUPGROSS ACRE), Oovarmnml Age to C--., Sai ® • • sees•• • • • sees•• OTNFR OOVERNUENTAL JURISDICTIONS • • • • &aroma Ime_ CN9deid Trull Cary of Mdm Shores EmaaMaeleel LOblaleetbne see •e• • • • • •• • sees•• i%nae I- Navgmba GaVkt PA Siaean S Spud Tang DbeEt vnal Ooim NondW valuem Sddtl Ikmal • Aaaa m, 9vum Flmaa Wine, A� � • • • • • sees•• T. CaOe m sees •• • • • • • • e • sees • •• sees• •••••• / •• sees• The Of ku, d ft Pmwty Apprabar a mineral, "Me and updeeg the da Mo Trod wepNb mey mt refl t Ma mmf anent iNmmetbn m iemrE. Tne Propel, Appaaa am Mian, a Camry arrow, w Welay,, see fu0 • • anal Uee Agn an ant N Mtp /Arra.mmnlmale.gvvMfeddtlmmar.vsp s • • e see* • • • • • • Far uW nae erE arggmibre aeall ue m MID /hvv.memtle0e.�v/pApaRaI.Q' latlFmM:mtayFmMletri.�e. sees•• • • • Varabn 20.0 • • •• • sees•• • • B PUBUCAECORM ORINTOOLS •j04YAELLOOSfNATIQN0 i • e s •. EXElTPi=6BENMM REALESTATE TARBMPERSM • • • PROPERLY • • sees Depoyed L4" 40 Yr 80dtrg Appealing your Aasesanem Address Bloalcbg Property See h Appealing nw AA nt ReCeOO®tlon DdsbBgy E.empbanv AsSevmmnt W—lkn Charge of Name Property Saks Rept ft Appealing Your Asroeamanl se.", Home9ka0 Cbango ofAddrasa Tax Eabmaloi DafeWve Drywall E..MIt— InaOt,dwal Change d Owr-.Np S TBie T Comppleon Fdb Number E.lesnan Raauatea Senor CRIzets Ded—ban of C..k rdnrpn Homestead E.empw. and Mortgage Fna 1 Flag Rebind Pat wn Mma> More> More Mores More More> Homo Pnveav Stateeanl Da Ag9rlel @pfi , AGA NO C gUn •17•n,1 ® 2014 MdmfDade CpmN. AO dgble reserved. S https://www.miamidade.gov/Apps[PA/propertysearch/#/ 2/2 JOB ADDRESS 10651 NW 11th Court Bimbach Residence WINDOW / DOOR Opening Information WINDOWS / DOORS MULLION BARS SHUTTER Re 'd WWDOWSBDOOR # SIZE NOA PRESSURES REQUIRED PRESSURES PRODUCT APPROVAL # GLASS type /size Y / N Y i N PRODUCT APPROVAL # BAR SIZE NOA PRESSURES (+) PSF (-) PSF (+) PSF (-) PSF (+) PSF (-) PSF 1 36 x 50 3/8 65.0 65.0 40.1 53.6 20-0406.04 5/16" AN/AN N N 2 36 x 50 3/8 65.0 65.0 40.1 53.6 20-0406.04 5/16" AN/AN N N 3 36 x 50 3/8 65.0 65.0 40.1 53.6 20-0406.04 5/16" AN/AN N N 4 94 1/4 x 50 3/8 60.0 60.0 37.2 40.6 20-0406.04 5/16" AN/AN N N 5 73 3/4 x 50 3/8 65.0 65.0 37.7 48.9 20-0406.04 5/16" AN/AN N 6 73 3/4 x 50 3/8 65.0 I 65.0 37.7 48.9 20-0406.04 5/16" AN/AN N 7 37 x 38 3/8 65.0 65.0 40.1 43.4 20-0406.04 5/16" AN/AN N FN 8 36 x 50 3/8 70.0 89.20 40.1 53.6 20-0402.02 5/16" AN/AN N I •• ..• . • • • • • • • • . Of THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND ALL PRODUCT APPROVALS. •.. • • . • ••• . • ... . • . .•• . • FLORIDA BUILDING CODE, 6th Edition (2017) / ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4!] Mean Roof Tributary Area (sq. ft) Hell ht If (fl) 10 1 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 43.4 42.4 41.6 41.1 . , 40.2 -39.8 -39.5 -39.3 16 40.6 39.5 38.8 38.2 77.7 37.3 36.9 36.6 36.4 -44.0 -43.0 -42.2 -41.6 -41.1 -40.7 40.4 -40.1 39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 44.6 43.5 42.8 -42.21 41.7 41.3 40.9 -40.6 40.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 45.1 44.0 43.3 42.7 42.2 41.8 41.4 41.1 40.8 19 42.1 41.0 40.2 39.6 39.1 39.7 38.3 38.0 37.7 45.7 44.6 43.8 43.2 42.7 42.2 41.9 41.5 41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 46.2 45.0 44.2 43.6 43.1 42.7 42.3 42.0 41.7 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.21 38.9 47.1 45.9 45.1 44.5 44.0 43.6 43.2 42.81 42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 48.0 46.8 46.0 45.3 44.8 -44.4 44.0 -43.6 43.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 48.8 47.6 46.8 46.1 45.6 45.1 -44.7 -44.4 -44.1 28 45.7 44.5 43.6 43.0 42A 42.0 41.6 41.2 40.9 49.5 48.3 47.5 46.8 46.3 45.8 45.4 45.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -50.3 49.0 48.2 47.5 47.0 46.5 46.1 45.7 45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -51.0 49.7 48.8 48.2 47.6 47.1 46.7 46.4 46.0 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -51.6 -50.4 49.5 48.8 48.2 47.7 47.3 -47.0 46.6 36 482 46.9 46.0 45.3 44.7 44.2 43.9 43.4 43.1 -52.2 -51.0 -50.1 49.4 48.8 49.3 47.9 47.5 47.2 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -52.8 -51.6 -50.6 49.9 49.4 48.9 48.4 48.1 47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -53.4 -52.1 -51.2 -50.5 49.9 49.4 49.0 48.6 48.3 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 49.6 49.2 48 51.2 49.8 48.9 48.1 47-5 47.0 46.6 46.2 45.8 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 49.9 48.3 47.8 47.3 46.9 46.6 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 52.9 -52.6 DESIGN PRESSURES FOR EXTERIOR ZONES (lone Q Mean Roof T butary Area (sq. ft) Hell ht (ft) 10 15 20h8.9 25 30 35 40 45 50 15 40.1 39.0 38.27.7 37.2 36.8 36.4 36.1 35.9 -53.6 -51.5 -50.0 -47.9 -47.1 -46.4 -45.8 -45.2 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 54.4 -52.2 -50.7 49.5 48.6 -47.7 47.0 -46.4 45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.9 55.1 -52.9 -51.4 -50.21 49.2 48.4 47.6 47.0 46.5 18 41.6 40,51 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -53.5 -52.0 -50.8 49.8 48.9 48.2 47.6 47.0 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 49.5 48.8 48.1 47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 49.3 49.7 48.1 22 43.4 42.3 41.5 40.9 40.3 39.9 39.5 39.2 39.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 49.6 -49.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -55.2 .53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.9 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 62.1 -59.6 -57.9 .56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.9 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 45.0 40 49.2 47.9 47.0 46.3 45.7 45.2 44.9 44.4 44.1 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 67.3 64.6 62.7 61.3 60.1 -59.1 58.2 57.4 56.8 48 51.2 49.8 48.9 8.1 7.5 �7.0 46.g 46.2 • 45.8 -68.5 -65.8 -63.9 ♦-61.4 • -A&.2 i0. • s69.9 • ►58s5 -57.8 52 52.0 50.7 49.7 •17. �47. 4 -69.7 -66.9 -65.0 -till. s60.9 0-59.5vor 56 52.9 51.5 50.3 t-OP- 8.5 48. 47.770.8 L48.0 68.0 66.0 �2.2 612 60.46053.6 52.2 51.2 49.3 48.8 48.471.8 690 �7 0 •4h. • 2.1 *4Ah General Notes • • • • • :6. • • • • •• • • • • I These tables list allowable pressures (W.J. given as 0.6v Wdr, where Wu is the wind pressure calculated in accordance with Chapters 26 O30• • • • • • • • • • • • • of ASCE 7-10 using the ultimate design wind speed (Vult) and the variables given herein. 2 These tables are not valid as a site -specific drawing 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified the governing building d perm t • • • • • • • • • • by g g g apartment and �oldea • • • • • • 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. • • • 4041 • • • • • • • • • • • • • 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express writtels con". • • • • • • • • 000 • 0 • ••• • • ULTIMATE WIND SPEED (moh) = M EXPOSURE CATEGORY = C Tables are vald for the folowina conditions only I Wind speed, (Vs, 3-second gust) - 175 mph 2 Risk Category: 11 (General Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd-1.0, multiply the values in these tables by 1.18. Verify Kit requirements with local building official and product approval& before use. 7 Enclosed Building: Gcpi - 0.18 Consul an Enalneer for any other conditions Indructlans I Tables show the 'worm case' design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height If average cannot be determined, use the peak roof height Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer then distance 'a' to a building comer shall be considered in an Exterior Zone (51 otherwise if all of the opening fells more than distance "a' from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distanco "a.' as refered to above, ahall be calculated as the smeller of 10'/ of the minimum building width or 40'/ of the height, but not less than 3 feet. 8 Read the worst case positive and negative design pressures for use as required by governing building department M IAM I-DADE NIIANII—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/building PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 Aithority Having Jurisdiction (AHJ). 0 0 • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade COh* Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Cann �lreservA tAs sight to....:. have this product or material tested for quality assurance purposes. If this product ont�aal fails todperform : • in the accepted manner, the manufacturer will incur the expense of such testing and tbe 94N may "4ately • • revoke, modify, or suspend the use of such product or material within their jurisdictldti! RER'tesdt'bes the.•;••. right to revoke this acceptance if it is determined by Miami —Dade County ProductIC46641 Secdox Mat this * .... ...... .. .. product or material fails to meet the requirements of the applicable building code. • • * 0 '0• This product is approved as described herein and has been designed to comply with tl�e � �or'da Building Code,.....:. including the High Velocity Hurricane Zone. 0 • . DESCRIPTION: Series "HR7710A" Aluminum Horizontal Roller Window — I!M.I. 000000 •0 APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Instaii tLM)", sheets 1 through 19 of 19, dated 06/30/18, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.18-0627.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0406.04 Expiration Date: August 23, 2023 Approval Date: August 27, 2020 T8119120 Page 1 PGT Industries, Inc. 1. A. B. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS NOA's DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 18-0627.01) 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets l through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) ; ... ; • TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •••:.. 2) Uniform Static Air Pressure Test, Loading AC•FBjC, TAS ;K 94 3) Water Resistance Test, per FBC, TAS 202-94 • • • •' 4) Large Missile Impact Test per FBC, TAS 2014.4: % �; • 5) Cyclic Wind Pressure Loading per FBC, TAS.243-94 6) Forced Entry Test, per FBC 2411.3.2.1, anc;TAS %L02-94. • • along with marked -up drawings and installation diagram of an2Lluvuum AiD62artal sliding window, prepared by Fenestration Testing Laboratory, Inc.,'rest RePoitNo. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 18-0627.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 18-0627.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) 2. Glazing complies with ASTM E1300-09 Manuel Perez, P.E. Product Control Ex NOA No. 20- 06. Expiration Date: August 23, 3 Approval Date: August 27, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. :...:. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Algerica, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated.L2/28/17,�xpj&g on..... 07/04/23. •••••• .... .. . .... . .. ..... F. STATEMENTS 1. Statement letter of conformance to FBC 6t' Edition (2017), dajeJ jVy 25, k0.%issued:::: by manufacturer, signed and sealed by Anthony Lynn Miller, P..&... . • (Submitted under NOA No. 18-0627.01) 11 • • • • • • • • 2. Statement letter of no financial interest, dated July 25, 2018, Issued by nfand&cturer; � � � � ; signed and sealed by Anthony Lynn Miller, P.E. 09 * • 0 6 .... (Submitted under NOA No. 18-0627.01) 3. Proposal No.18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, P.E (Submitted under NOA No. 18-0627.01) G. OTHERS 1. None. E-2 . �j � � � �_�) Manuel Perez, P.E. Product Control ExTO-ft_ NOA No. 20- 06.04 Expiration Date: August 23, 3 Approval Date: August 27, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 :...;. 2) Uniform Static Air Pressure Test, Loading pe• �F$f, TABS 202-94 3) Water Resistance Test, per FBC, TAS 202-q4.... 4) Large Missile Impact Test per FBC, TAS 20144. 5) Cyclic Wind Pressure Loading per FBC, TAS *20194 ; • • 6) Forced Entry Test, per ASTM F588 and TA5202-94 ' along with marked -up drawings and installation diagram of ally.9j;;ndus;jm.,*;ac. representative units listed below and tested to qualify Dowsil 7AL and Dowsil983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test kiorts No.: • • FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal); dated A9/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in ppo*o *al) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal; FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor ve ' ication calculations and struc al analysis, complying with FBC 6a' Edition 017), prepared by manufacturer, led 06/18/18, revised on 07/25/18 and updated o the FBC r Edition (2020) on 0 02/20, signed and sealed by Anthony Lynn 'ller, P.E. D. QUALITY AS RANCE 1. Miami -Da epartment of Re ry and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTm (SG" Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. Manuel S Product ControlNOANo. Expiration Date: Augu Approval Date: August 27, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTmUED) F. STATEMENTS 1. ance, complying with FBC 6th Edition (2017) and the FBC 7 Edition (2020), ted March 10, 2020, issued by manufacturer, signed and sea e y t ony ynn filler, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated Jan:4W;L0, Osseo. 2020, signed by Ishaq Chanda, P.E. s ...... . .. ...... G. OTHERS 1. Notice of Acceptance No. 18-0627.01, issued to PGT Industries Iney for Series - e e "HR77I OA" Aluminum Horizontal Roller Window - L.M.I. appjb%'Id on 08/23118 anc? e e ..... . .. ..... expiring on 08/23/23. eeeeee •o:.e• sosoes esosss . o . . ee a ...... so sees . ...... goes WaAt Uz 9 Manuel Perez, P.E. Product Control Exa ' NOA No. 2 06.04 Expiration Date: August 23, Approval Date: August 27, 2020 E-4 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH27. SEE 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATE) GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. / 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MUM-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-12' THIC TO BE CONSIDERED 1 ILLATIONS2-11 K OPTIONAL IF U INSTALLED D SUBSTRATE WOO 2X ARE 1.12' R. 1X (WHEN US GN® AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRE) MIN. EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4- MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES FORANCHOR QUANTITIES, �J 12' TABLES 12-14 23' Lam_ I O.0 76' OVERALL HEIGHT A 89' / SASH A 75" VISIBLE BUCK LIGHT / HEIGHT I 34-W SASH VISIBLE LIGHT 9' 89' / FILED VISIBLE / LIGHT 34-3A" FIXED ASIBLE LIGHT DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE TABLES 2-11 IMPACT RESISTANT p RE RATING DETERMINATION USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. A - 2) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SUE. DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 1 2-11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE 22-12' WINDOW OPENING OBTAINED IN STEP 1. O.C. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 12-18. l i 4) INSTALL AS PER SHEET 15 FOR FLANGE 1 INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN 9' MAX INSTALLATION. SEE WEE�FIOLE.J NOTE. DESIGN RESSU A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS 1 75' BUCK WIDTH 300. NOTES THIS SHEET IS THE SAME PROCESS FOR ALL FRAME TYPES BR POSITIVE ASTM DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL 8 CYCLE 76' OVERALLWIDTH BUCK) {AGE, INTEGRAL FIN OR EQUAL LEGIBOX). TESTING AND GLASS PER ASTME1300. TYP. FLANGE XO ELEVATION (OX SIM.) C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. MAX. DIMENSIONS ALLOWED SHOWN 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W WDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1YJ°A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18.7891 & 18-7991.01; ELCO ULTRACON NOA DEWALT/ELCO CRETEFLEX NOA DEWALT ULTRACON+ NOA NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �� TY Deszrip8oa (Listed from Exterior to Interior) DP Table • Anchor Teich • XO / OX XOX X0I oX XOX 1 V /8' 2 - 7 12 15 2 11W HS, .090- PVB, 1/3' HS 3 8 12 16 4 13116' LIG: 1/9' AN CAP, AIRSPACE, 1/8' AN, .090' PVB, 119' AN 4 7 12 15 5 13116' LIG: 118' TP CAP, AIRSPACE, 1/8' AN, .090" PVB, 1/8' AN 3 7 12 15 6 13116' LG: 3118' AN CAP, AIRSPACE, 1/9' AN, .090' PVB, 1/8' AN 3 9 12 16 7 13118' LIG: 3/16' TP CAP, AIRSPACE, 1/8' AN, .090" PVB, UW AN 3 9 12 18 8 3/18' AN, .090' SG, 3116' AN 5 6 10 13 14 1 17 9 3116' HS, .090' SG, 3118' HS 5 6 11 13 14 19 10 13118' LIG. 1/9' AN CAP, AIRSPACE, 3116' AN, .090' SO, 3118' AN 5 6 10 13 14 17 11 13/19' LIG: 1/8' TP CAP, A07SPACE, 3116' AN, .090' SO, 3116' AN 5 1 8 10 13 14 17 12 13116' LIG: 1/8' AN CAP, AIRSPACE, Uir FRS, .09P SG, 11W HS 5 6 11 13 14 18 13 /3/16' LG' 1/8' TP CAP, AIRSPACE, 1/8' HS, .090' SO, 1/8- HIS B 8 11 13 14 18 14 13/16' ' 3116' AN CAP . AIRSPACE, 1/9' HS, .090' SG, 1/8' HS 5 8 11 13 14 18 15 13/16' LIG: 311V TP CAP AIRSPACE, 1/B' FLS .090' SG, 1B' H3 5 6 11 13 14 18 SO= KURAKAY ST N I KYULAti- IN I t_HLATGt Or KUHAHAT AMCrUI:A, INN:. PVB = KURARAY TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED FOR ANCHOR QUANTITIES, SEE TABLES 15-18 12' O.C. 12" O.C. 1-W X 300' WITH PLASTIC BAFFLE. 1 HOLE LOCATED AT 4' FROM EACH END. 1 HOLE LOCATED LINGER EACH MEETING RAIL. O.C. �__^ B C SASH VISIBLE / FIXED VISIBLE B / OVERALL HEIGHT /� / 62' BUCK 34' 55-3/8' FIXED HEIGHT SASH VISIBLE LIGHT VISIBLE LIGHT 119' BUCK WIDTH SEE SHEET 17 FOR 9 OVEAALL VIIDTH INTEGRAL FIN • • • • • • • • • ANCHORAGE TYPE TTL3. FL/j1�G�SSOk E�E74'A�'IOIN & SPACING MAX. DMW4SpNfi W S • O.C. a. SEE WEEPHOLE OTES, THIS SHEET • • 41,4040 • • • • • • • GENERAL NOTES................................1 DES /STANDARDS USED: ELEVATIONS ........... ...........................A • 2 BUILDING GOD (FBC), 7TH EDITION GLASS TYPES ...... ...... ............. I • 2017 FLORI I STH EDITION ORES ........................... 2-9 • ASTM EiT9043% • • • • • • • VCHOR QUANTITIES ............ ............. 10- • ANSVAF&W NDS-2018 FORfY�D CON9TRUCTW • INSTALLATION / ANCHOR SPECS .......15- • ALUMINUTA DESIIBN MANU/A.,61DM-2016 • EXTRUSION PROFILES ................_...... 18 • AISI SR00-18 • • • • • • • CORNER ASSEMBLY ............................ 19 • AISC S*fb • _ • • • • • • • F11RTS LIST ............................................ 19 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED �maompiflvg with dw Flmid• NOA-No. Za0408.04 ��1— A) UPDATED TO FBC a 2020, REVISED ANCHOR s TYPE TABLE. JR - 03/11/20 LU 4r Y Q �a O coO O N eNu6 OR Q o m Z Z p Z LL m ? 1 r U U �w °N 0/A0 � . Z O o v W ¢ 0 J 0 W O 0 H laa F O Z � Q o ILI 7 K ILI g Z d a 0 all 'eat sau 111111 IIII/I ♦.♦ NY LYNIV '�.. 4f�� ' No.58705 "9 - ,�0' S1s G " ONAL E� 1♦ . IIIIIIII01 A LYNN MILLER, P.E. TART F 9 OYMTWl Width Design Pressure (lbs/RZ) for XO & OX Windows Glass Type: 1 Meeting Rail: Standard 21-1/8" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 1 55' Overall Hgt. 63' Overall Hgt. 20" +65.0 65.0 +65.0 65.0 +85.0 �5.0 +85.0 65.0 +85.0 �5.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 37" +65.0 65.0 +85.0 65.0 + .0 +65.0 -65. -65.0 +65.0 +65.0 -65.0 -65.0 49' +65.0 65.0 +65.0 -65.0 +6 . 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 67' +65.0 �5.0 +65.0 �5.0 +65.0 �5.0 +85.0 65.0 +65.0 �5.0 74° 1 +65.0 1 -65.0 +65.0 1 -65.0 1 +05.0 -65.0 q +65.0 1 -65.0 +63.3 1 -63.3 revel F a Overall Width Gies Types: 2, 3, 5, 6, 7 Design Pressure (Ibs/fe) for XO & OX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55' Overall Hgt. 63" Overall Hgt. 2(" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 6r +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2' 74" +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 1 +65.0 1 -80.0 1 +65.0 1 -72.2' NOTES: 1) OVERALL MP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION W THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 118' AN GLASS .090° PVB 1/8• AN GLASS ;IA 10NO GLASS SITE EXTERIOR a GLASS TYPE 1 3 1/8' HS GLASS 116' AN GLASS .090" PVB 09(' PVB 30 30 118' HS GLASS 3116' AN GLASS 24 120 NOM23 . W NOM. GLASS BITE GLASS BITE EXTERIOR EXTERIOR a ,. �✓ GLASS TYPE 2 13116' NOM. 1 GLASS STACK AIRSPACE 080°PVB 1/B°TEMPERED 1B•AN GLASS ... . `-� GLASS TYPE 3 13116" NOM. I GLASS STACK AIRSPACE 090"PVB 3116' AN OR TP GLASS 1 /8' AN GLASS --ou.0 run moue 1 mca c, a, o s i 1®OR 1 1? NOM. 1 )OR 1 GLASS SITE EXTERIOR EXTERIOR • 043 • • • • OR • • • • O 3 GLASS AAE 5: : : : i •• SS -6 • • • • • 40LASS • ••• •• ••• ••• or • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1!1• NOM. GLASS BITE PRODUCT I•sBulimva- C•dREV•'SED the Flarlda I I A) NO CHANGES THIS SHEET. JR - 03/11/20 LU m Y ¢ O N 0 N 87°0 ¢ Z Z O O pop z LL t0 7 W w o n vWd � r.a UJ coJ LU ."N auo oZ� Ix W 0 O W J ¢ o OLU � w N 0 reays i a o z z L9 - g J w 0_ = N .� sues \`�IIIIIIIII!!!!' Na. 58705 ••P /_ bF 4,j: T '•. SO � G '//lNAL11N .. A LYNN MILLER, PE. P.E.66911W TART P A Overall Width Glass Type: 4 Design Pressure (IbsW) for XO & OX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. M. +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Q. +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 70 Bill +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 BT' +65.0 -80.0 +65.0 1 -80.0 +65.0 1 -80.0 1 +65.0 1 -80.0 1 +65.0 1 -71.3 74" +65.0 0 +65.0 1 -80.0 +65.0 1 -80.0 1 +65.0 1 -77.1 1 +64.9 1 -64.9 Overall Width Design Pressure (Ibs/fe) for XO & OX 1Nindows Glass Types: 8 thru 15 Meeting Rail: Standard 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 1 55" Overall Hgt. 1 63" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9" 67" +80.0 -110.0 1 +80.0 1 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -95.7' 74" +80.0 -110.0 +80.0 -110.6 +86.6 -116.6 +80-0 -116.0 +80.0 -9o.0' 13116" NOM. I GLASS STACK AIRSPACE 090°PVB 1/8' AN GLASS 118" AN GLASS 12°NOW GLASS BRE EXTERIOR a 70-73 ®OR GLASS TYPE 4 13116" NOM. GLASS STACK 3/16' AN OR AIRSPACE .090' SO HS GLASS 118" AN OR .090' SG 3/16° AN OR TP GLASS 3/16' AN GLASS S� 31 74 23 Ire NOM. J'�� 11GOR 1 Irr NOM. GLASS SITE GLASS BITE EXTERIOEXTERIOR a a �. GLASS TYPE 6 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED 13116" NOM. I GLASS STACK AIRSPACE 000' SG 1 /8' AN OR TP GLASS �118' SO GLASS GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) I 13I16' NOM. I GLASS STACK AIRSPACE 090" SG 3/16° AN OR Tp GLASS T /8' HS GLASS PRoD�ucT iminSFD e Bdlne_- Cod an Flora. NOA-Ma. 20-0406.04 A) NO CHANGES THIS SHEET. JR - 03/11/20 LU coY o t/J Q j 5 �a O E2 c y 0 N ala0 Q O rA Z O -j o Z LL CD w L) 9 W OD w _j -6N O , e Z Z (rW0) w J 0 O m F LL O LU 0 U) laays F 7:Uj Z Zrz C7 w = a eql 'nap sauas -11U.0 1'UK IiLAAJ I I'Veb V. 12. 13.14615 `/ �/ \J J `\`11111 Ill ill// 1�OR 16 •12iNOy • •�� 1 kG-L ;DNY.LYlv.N6LA&S B•E• • • • • a�• y1GENGLASS TYPES 8-15 EXTERIOR • • • • • MAY NOT BE USED • • • • • • • • No. 58705 WITH INTEGRAL FINa • • • FRAMES • • • 7�• • • • • """�' NOTES: ®OR 3 3®OR B 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) 'O� SPATr�� ,•' (V�� EQUAL -LEG WINDOWS, SUBTRACT I° FROM THE TIP TO TIP DIMENSION IN GLA,S9 TYF"18(TEM( REID •• QLAS&TYPE 15(TEMPERED) '-�c<`�1S•R,t ORIDP..''G�l��. THE TABLE TO DETERMINE THE WINDOW SIZE. •-�•-"--ii • • • • '� / • 110NAL 11 ` • • • • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • A LYNN MILLER. P.E. • • • • • • P.Ef 587M ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TART P R l wtatn Width Design Pressure (Ibs/ft�) for XO 8 OX Windows Glass Types: 8 thru 15 �q� iM Rail: Heavy -Duty 21-1/8° Overall Hgt. 3T Overall Hgt. 49" Overall Hgt. 55° Overall Hgt. 63° Overall Hill. 76° Overall Hilt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67° +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 1 +80.0 -110.0 +80.0 110.0 +80.0 109.8• ' GLASS TYPES a -15 MAY NOT 1. USED 110.0 +80.0 105.8• WITH INTEGRAL FIN -110.0 FOR GLASS TYPES &13 8 15 G FRAMES �y I 13116" NOM. GLASS STACK 13(18" NOM. GLASS STACK 3116"AN OR AIRSPACE q OST SG AIRSPACE SG HS GLASS Ifi"ANOR 118"AN OR .090"SG 3116" AN OR TP GLASS 3116" AN GLASS TP GLASS I V HS GLASS 30 HS GLASS 31 74 31 74 t2-NOM. �R 1 1rz" NOW OR 1 t/I NOM. GLASS SITE GLASS BITE GLASS BITE iR EXTERIOR EXTERIOR - a a 74 32 8OR B 70-73 ®OR 70-73 GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12 (ANNEALED) GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) GLASS TYPE 13 (TEMPERED) NOTES: 1) OVERALL (TIP TO TIP) DINIENSIONS SHOWN. FOR EQUAL -LEG WINDOWS. SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. 13116' NOM. �L I GLASS STACK AIRSPACE .ow SG 311S' AN OR TP GAS tf8" HS GLASS 31CGLIASS ))OR 1 E)TERIORa )OR 3 GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) ....... . .. .. ......•. •• ••• •• • • • •• • •.• •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 oomnMleo vNl6 the Florida N �_ Cod• z0-0408�174 o• Dabo 8123P2023 an ?nit �atn pad• ProdootCo etor A) NO CHANGES THIS SHEET. s JR - 03/11/20 Go Y Q W o > 8 Q "Al 0 O (1) r:1 N e1D0 �, Q g _ Z Z Zu- tip W o` J r v W `e r unn W z W cU J F O O 0 U) 1 a45 O S In � a o H z z W � 0 o: J W = Q O "N1 '�sa0 A". •`` ONY LYAIN 7j�.. No. 58705 CA �O� •. (5 ATE OF O ; %S'ONAL ENG ,7j 1II II I110" A LYNN MILLER, P.E. P.EO 68705 TABLE 7: 1/8' AN GLASS 090' PV13 1/8' AN GLASS 30 24 1l2' NOM. GLASS BITE EXTERIOR a 7 32 GLASS TYPE 1 GLASS STACK AIRSPACE .09D' PVB 1/8° AN GLASS 1 J8' AN GLASS 31 74 1®OR 1 Ire NQM GLASS BUT EXTERIOR a 70 73 1®OR 36 GLASS TYPE 4 13116' NOM. GLASS STACK AIRSPACE 'ow PVB "MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH - 57.924 2 1/8'TP 1!8'AN "MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS)= OVERALL WIDTH-56.924 C°�'� GLASS 2 31 GOR 16 �/EXTERIOR C112".NGM. ®OR a GLASS TYPE 5 • •• • • • • ••• • NOTES. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN • • • • • • • • • • • • • • • THE TABLE TO DETERMINE THE WINDOW Ste. • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • • • • • • • • • s • • • • • • 01s1a11 Width Sash Configuration Sash Width Range (in) Glass Types: 1, 4, 5 Design Pressure (Ibs/ft'�) for XOX Windows Meeting Rail: Standard 21-1l6° Overall H gt. 29° 01srall H gt. 37" 01�elall H gt. 49" 01�erall Hgt. 55" OLeTall Hgt. 63' Overall Hgt. 44" � a-�/z- a 12.038 - 12.052 +�.0 -60.0 +60.0 -bb.0 +60.0 -80.0 +60.0 �0.0 +60.0 �0.0 +60.0 �0.0 1/3 �/3-1/3 12.053 - 1$.008 +60.9 •&O.0 +60.0 -60.0 +60.0 �0.9 +60.9 -fi0.0 +6U.0 -6U.0 +80.0 �0.0 49' 12.038 - 13.302 +60.0 -60.0 +�.0 �.0 +60.0 �0.0 +60.0 -�.0 +60.0 -�.0 +80.0 -80.0 �/s-�/a-�/s 13.303 - 16.875 +fi0.0 -80.0 +60.0 �0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -&0.0 53-1/8" �a-�/r�/a 12.038 - 14.333 +60.0 �0.0 +60.0 �.0 +60.0 �0.0 +�,0 -80.0 +60.0 -60.0 +80.0 •80.0 �3-�/3 1/3 14.334 - 18.050 +80.0 $0.0 +80.0 $0.0 +fi0.0 -80.0 +80.0 $0.0 +g0.0 $0.0 +80.0 •60.0 61" 1/a-�/z-1/a 12.038 - 16.302 +80.0 •80.0 +80.0 -80.0 +60.0 -80.0 +B0.0 �0.0 +80.0 -�.0 +80.0 -80.0 1/s-�/3-t/3 18.�3 - 20.875 +60.0 -80.0 +6p.0 �.0 +80.0 -80.0 +6p,0 •80.0 +80.0 �.0 +80.0 �0.0 1/a-�/2-�/a 12.038 - 20.052 +80.0 �0.0 +60.0 �.0 +60.0 -60.0 +6p,0 �.0 +80.0 �.0 +51.9 -51.9 76' custom 20.053 - 22.185 +80.0 �0.0 +B0.0 �0.0 +80.0 -fi0.0 +B0.0 �0.0 +60.0 �.0 +80.0 -80.0 �/r�/r1 a 22.188 - 25.675 +60.0 �0.0 +80.0 •60.0 +60.0 -80.0 +60.0 -60.0 +B0.0 �.0 +60.0 -60.0 �/a-1/r�/a - 24.082 +60.0 -80.0 +60.0 �i0.0 +60.0 �0.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-1/8° custom 24.083-28.185 +60.0 -80.0 +B0.0 -80.0 +60.0 �0.0 +60.0 •60.0 +60.0 �.0 +57.8 -57.8 1/3-t/3-1/3 28.188 - 31.038 +60.0 -80.0 +60.0 -60.0 +80.0 -&0.0 +80.0 •&0.0 +60.0 �0.0 +60.0 -60.0 - 25.302 +fi0.0 �0.0 +80.0 -80.0 +80.0 -60.0 +58.2 -58.2 +53 - +48.7 -48.7 G�a-�2-1/a custom 25.303 - 27.185 +60.0 �0.0 +B0.0 -60.0 +80.0 -80.0 +fi0.0 -60.0 +fi0.0 �0.0 5.5 -55.5 custom 27.186 - 31.038 +60.0 •60.0 +60.0 -fi0.0 +80.0 -60.0 +60.0 -60.0 +58.6 -58.8 1/a-�/r�/a - 28.302 +80.0 f0.0 +6p.0 �0.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -08.7 109' custom 28.303 - 29.185 +80.0 �0.0 +80.0 -80.0 +60.0 -fi0.0 +80.0 �0.0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 +60.0 -80.0 +60.0 �.0 +80.0 -80.0 +60.0 -60.0 +60.0 •80.0 120" 1/a-� 2-1/a - 31.038 +60.0 -80.0 +60.0 •60.0 +60.0 -60.0 +58.2 -58.2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED eomaM� •rlth as Flarwa PWA,wk.Codo 20-8406.04 ration Dat• 81Y3/Y028 A) NO CHANGES THIS SHEET. A - 03/11120 LU O m �Oa 0 o y (9 N aJaO Q o z oJ p Z LL coo I.- C) XS FZ v Q m�a 'ON W .. sna o>� oZ� w LU JJ co LL 0 H O O � 7R W Z) 0 to 1-�5 F � a o LLI Z Z co c9 g (7 J W 2 Qo �.'�ONY LYN/y�i .. •' �ICEN,pF'•. CIF` �s No. 58705 ��S1S.F�O..... 'GN 101VAL J�N,•`` A LYNN MILLER P.E P.EY 587M Overall Width Sash Configuration Sash Width Range (n) Design Pressure Ibse for XOX Windows Glass Types: 2, 3 9 ( Meeting Rail: Standard 21-1/8' Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Y4-t/r�/a 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 44' �/3-1/3-Y 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Ya-1/2-y4 12.038-13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 12.038-14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 1/3-y3•-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8D.0 /a-Y2-Y4 12.038 - 16.302 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 81" t/3-1/3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/a-1/r Ya 12 038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +05.0 -80.0 +65.0 -80.0 +65.0 -80.0 76' custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-Y3-Y3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 �.0 1/a-1/r1/a - - 24.062 +65.0 -80.0 +05.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 92-1/8' custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 t/3 t/3-t/3 26.186 - 31.048 +65.0 -80.0 +B5.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Ya-1/r1/a " - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-Y3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 " - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109, custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 t/3 t/3-t/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/a-1/2-Y4 " - 29•'63 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 113-5/8' custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 t/3-1/3-1/3 33.1116 - 38,222 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 - 31.052 +65.0 1-80.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 r120- custom 31.053 - 33.185 +65.0 1 -80.0 1 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 +65.0 -80.0 custom 33.186 - 38.222 +65.0 1 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 1 -80.0 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIU1H -5a 550 2 "MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.5W 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1- FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW Sig. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE I IV HS GLASS ow PVB 11W HS GLASS 30 PRODUCT REVISED 24 with the Florida NOM. dLaom•htn• CCaadd� GLASS BITE NOA uli. $C-0408.Q4 EXTERIOR 412' tio• •at•� 8123 023 Bp %^�fLLCP 74 Z •d• Pr•duat•Co tmt 32 GLASS TYPE 2 A) NO CHANGES THIS SHEET. 3116'AN GLASS JR-03111/20 09T PVa 30 3116' AN GLASS op Y Q 23 LU 1 W NOM. N GLASS BITE Q EXTERIOR L7 N d' a Z o 74 I ° LL 32 GLASS TYPE 3 w U ro � �a a w - rQ- Z� WLUO rN> ® N Lu Ir � (q 1aaY5 FO= w 5 0- Qo O Z Z rz s w0 s Q o aql '�seQ ssl.as •• ••• • • • • • •• • •• • • • • ••• • of ••• •• • • • •• • ••• •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \\1111111/II��' ��'• �IGENyF'./�� No. 5,9705 �] 70 L� 2 0 i Cris <ORIOP.. �-R- S/ONAL 1E 'III III11111\ A LYNN MILLER . RE P.ES 58705 Overall Width Sash Configuration Sash Width Range (in) Design Pressure (Ibstif) for XOX Windows Glass Types: 6, 7 Meeting Rail: Standard 21-1/8° owra11 Hgt. 29" Overall Hgt. 37" Overall Hgt. 49' Overall Hgt. 55° Overall Hgt. 63" Overall Hgt. 44° 1/a-1/z-1/4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49° 1/a-1/ 4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-% 1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" �4-1/z-Y4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %-% % 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 81" �a-1/z--Y4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Ya-1/2 Y4 12.038 - 20.052 +65.0 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 --72.9B 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 % %-1/3 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4-Y21/4 --24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-% 1/3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -00.0 %41/2-1/4 ""-25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.50 97" custom 25.303 - 27.185 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 1/3-1/3-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 1 +65.0 -80.0 +65.0 -80.0 Y4 1/r1/4 "" - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 1/3-1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 1/ -/Z 1/4 - 29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 1 -80.0 +65.0 -76.9 1/4 1/Y-Y4 "" - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 120' custom 31.053 - 33.185 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +85.0 -68.4 custom 33.186 - 38.222 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 13116" NOM. GLASS STACK AIRSPACE .090' PVB 3M r AN OR TP GLASS VW AN GLASS )OR EXT x �OR GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) PRODUCT � REVISED Btlaa -. Cod �the Pl•rWa NOm6No. 2040406.0+4 A) NO CHANGES THIS SHEET. e -2 JR - 03/11120 > Q can <J _ N LO N Wa0 QO Q O OJ$ _ 2 Z o Z LL to W {� U V d �B uro,p LU WY "� -oN - o ) In a^ O Z p) z of w J J O W JJ F O ® w N w r Of ir U) Iywe o = g w IL Qa y w _Z Z 1� 1f Ir J W Of 2 Q a aq1 '�saa sauaS "" MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58,556 " 80.0 FOR GLASS TYPE 7 a-75.0 I i I 2 FOR GLASS TYPE 7 • • ��` ��{ �� jlN 'i,%7, "MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57,566 • • • • • • • • • • • • • • • • • • • ; ,`�� , . ... Lit. r_NgE; '.. �� • • • • • • • • • u :' Nu 587D5 •• ••• •• .... ' _ NOTES: .G TE F � : 0�'•. y� � (V 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND ••• •• ••• ••• ••• :(� Lor... EQUAL-LEG WINDOWS, SUBTRACT i" FROM THE TIP TO TIP DIMENSION IN • • • • S ��,/i'ONAL THE TABLE TO DETERMINE THE WINDOW SIZE. • • • i • • • i • • • • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • A LYNN MILLER, RE • • • • • • P.E058705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Overall Width Sash Configuration Sash Width Range (In) Design Pressure Ibse for XOX Windows Glass Types: 8, 10, 11 Meeting Rail: Standard 21-1/8" Overall Hgt. 29' Overall Hgt. I 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Owe]] Hgt. 44• 1/a-Y2--1/a 12.038-12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49• 1/4_1/p-1/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %-1/3 % 13.303 - 16.6751+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8' 1/4_1/2-%4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +00.0 -110.0 +80.0 -110.0 +80.0 -110.0 %3-1/3-% 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/4-1/2-1/4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a_1/2 Y, 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 1/4_1/2 1/4 •` - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.2 1/3-1/3 1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 %4_1/2-1/4 `• - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 1/4_7/z 1/4 - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/3'1/3-% 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 1/4_1/2-Y4 " - 29.463 +00.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-518" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 1/4_7/2 1/4 - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 91.5 custom 33.186 - 38.222 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 90.6 3116• AN GLASS .oeo- sc 3116' AN GLASS 30 I �J+� 23 lrl" NOM. GLASS SITE EXTERIOR 74 3z GLASS TYPE 8 13116- NOM. GLASS STACK AIRSPACE '090" so 1l8• AN OR TP GLASS 3116-AN GLASS 31 74 1B ))OR 1re NOW GLASS BITE EXTERIOR a )OR 3 70-73 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) GLASS TYPES MAY NOT BE USED WITH INTEGRAL FIN • FRAMES PRODUCT BvBdt 1 wMh the Florida A) NO CHANGES THIS SHEET. JR - 03/11/20 ,0 Y Q .,,ea �r��ppi O ❑ N O e7ap N W Q O Z o O J Z LL coLo = a UU_o W 2 Y O LU Q - oN JMO O rn Z W J JWJWJW O H O ® ri w cc j >�45 F07 LU W Z Z rD Jto W = a1), 'asap aauss - MIN. SASH WIDTH (FLANGE WINDOWS) - OVERALL WIDTH - 58.5% ' I /'' -- MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.558 • • • • • • • • • • • • • • • • lLd1$ ��``\\ �i ` Ot -1CL-NSF �� i • • • • • • • • • Q-;' •• • • • • • • • • • • • No. 58705 • • 000 • • • • • • • _ ✓ i = NOTES:••. 1 ��'•. STATE O� (V�� 1) OVERALL TO TIP DIMENSIONS SHOWN. FOR EQUAL -LEG (TIP ) • • • • • • • • • • • • • • • : C� ORIDP..'• sS WINDOWS, SUBTRACT 1-FROM THE TIP TO TIP DIMENSION IN THE TABLE • • • i � > TO DETERMINE THE WINDOW SUE. i i • i • • • i �•• /, TONAL 1G� "fill I 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • • • • • • • • • • • A LYNN MILLER. P.E. • • • • • • P.E.S 56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Overall Width Sash Configuration Sash Width Range (in) Design Pressures Ibs/fl� for XOX Windows Glass Types: 9, n rd 14, 15 9 � � Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63' Overall Hgt. 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 44° Y3-1/3-% 12.053-15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/3 1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 /a-y2-% 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" �/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 /a-3/r�/a 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/3_�/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a-1/rt4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3 1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %-�/r1/a " - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 1/3_1/3_1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.7• 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3 1/3 27.186 - 32.675 +80.0 -110.0 +00.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 1/4_1/rt/4 - - 2S•302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -106.7' 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3_1/3_1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %-1/rt/4 " - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7• 113-5/8" custom 29.464 - 33.1115 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-%3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_1/,-y4 - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 120" custom 31.053 - 33.185 +80.0 -110.0 +s0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 1 -110 0 +80.0 -110.0 "MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH-56.556 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL 01P TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3n6" HS GLASS 090' SG 3116' HS GLASS 30 I NOM. GLASS BITE GLASS TYPE 9 13116' NOM. I GLASS STACK AIRSPACE 090' SG 1B° AN OR TP GLASS iB' HS GLASS 1Q' NDM. GLASS BITE EXTERIOR a GLASS TYPE 13 (TEMPERED) 13116° NOM I GLASS STACK AIRSPACE 090' SG W16' AN OR TP GLASS 1 B' HS GLASS ;( 7- 1 ire NQM. .0 FOR GLASS TYPES 9, 12, 13 & 15 �GLASS SITE EXTERIOR •• ••• • • • • • • • • • 70-73 �G�dAyIA� T✓QESt - 1S 0 � �OR 04 1A11MNGT%r • • diASS TYPE 14 (ANNEALED) • FRAMEs GLASS TYPE 15 (TEMPERED) • ••• •• ••• ••• ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED M.ImmWrl•• trim ms Florwa A) NO CHANGES THIS SHEET. JR - 03/11/20 Q D M O naa �• n alas O 0_ O Z oC) Z LL m g w = ui U U b � e LU W >W 0 w F LL r Ir w 1�45 F =O g d � o Z Z C7 Q = alil '>9a0 sa,.aS "O\ '4 LYN 11''/,. p„ N �N'' yr .: N0. 58705 =-A TATE OF F O� •. (v . CAS, '•FCORIOi',. •'G�� S ` 11111111111 A LYNN MILLER, P.E. P E.9 58705 Anchor Quantities for XO & OX Windows Glass Types: 1 thru 7 Meeting Rail: Standard Overall 21-1/8' Overall Hgt. 37' Overall Hgt. 49' Overall Hgt. 55' Overail Hgt. 63" Overall Hgt. Head & Sill Head & Sill Head & Sill Head & SIII Head & Sill 20" 1+C2+1 2 1+C2+1 21 1+C2+1 341+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+ 3+3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 1+C2+1 C2+1 3 1+C2+1 3 2 1+C2+1 2 1+C2+1 3 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3C2+1 3 1+C2+1 3 E1+C2+1 1+C2+1 2 1+C2+1 2 1+C2+1 1+q+1` 3 1+C2+1 121 1+C2+1 2 1+C2+1 Cr 1+C2+1 3 1+q+1 ` 3 Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Standard Overall Width 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55' Overall Hgt. 63" Overall Hgt. Head & Sill a Head & Sill a E Head & SIII a E Head & Sill a E Head & Sill a E 29' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 21 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C 2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+q+1 3 61" 1+C 2+1 2 1+C 2+1 2 1+C2+1 3 1+q+1 3 1+q+1 3 67" 1+C2+1 2 2+C2+2 2 2+C 2+2 3 2+q+2 3 2+q+2 3 74" 11 2+C2+2 2 2+C2+2 12 2+C2+2 131 2+C3+2 13 2+q+2 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: AT THE a SASH ANCHORS CENTERED AT THE MEETING RAIL 2 ANCHORS AT THE FIXED LITE IN THE JAMB 23' MAX. O C. MAX _ 9"MAX.22-12'O MAX. O.C. �/Z,7 1 REPEAT ANCHOR PATTERN AT SILL 12'MAX. O.C. 2-ANCHOR CLUSTER DETAIL Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Heavy -Duty Overall 21-1/8" Overali Hgt. 37" Overall Hgt. 49' Overall Hgt. 55" Overall Hgt. 63' Overall Hgt. 76" Overall Hgt. Width Head & Sill Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head &Sill 20" 1 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 4 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 31 1+C2+1 3 1+C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+q+1 4 49" 1+C2+1 21 1+C 2+1 2 1+C2+1 3 1+C2+1 3 1+q+1 3 1+q+1 4 61" 1+C2+1 21 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+q+1 3 1+C4+1 4 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+q+2 3 2+C3+2 3 2+C4+2 k6r 76" 2+C2+2 21 2+C2+2 121 2+q+2 131 2+C 3+2 I3 2+q+2 4 2+C4+2 JiB 5' MAX. O.C. —�•I �• 3-ANCHOR CLUSTER DETAIL 4" MAX. O.C. •• ••• • • • • • • • • • • • • HOR •• • i i i i i L09TER-DIE AIL •• ••• •• • • • •• NOTES: Q1P�TQ pI�IEN • • • • • �I�ir$AC FTtOs� TIPHTOO P DIMENSION THE TABLE i • • 0 • i E•TAE I�O • • • • • • �I FOR SIZES%dOTsSHOY�J•riOUND UP TO THE NEXT AVAILABLE SIZE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED M.Coodd��• —MIP e• wim . Pbrrd• NOA-No..Q�4 �m Dat•�� IO•m pd• Pr•dugt'Co tasl A) NO CHANGES THIS SHEET. JR - 03/11/20 Y a �,a O m (7 N " O W Q j Z o_ OLLo z m W J co o�� N �z j a W W o 0 o • � m Z IV O ZQ 7�45 F 2 D 7 0o z� O � J z S a a epl '�t:sp sava5 \\\,11IIIlllrl �ICEIq No. 58705 - � � . . 9L0 nTE F S/ONAL EN •` /11111111\1 A LYNN MILLER, PE REV 58705 Overall Width Sash Corl4gurahon Sash Width Range an) Anchor Quanddea for XOX Windows Glass Types: 1, 4, 5 Meeting Rail: Standard 21-1/8" Overall HgL 2V Overall Hgt. 37° Overall HgL 49° Overall Hgt. 55" Overall Hgt. BY Overall Hgt. n Head & SRI a Head & S81 a Head & Si0 a Heed &Sill ' a Head & SRI ' Head & SIB -12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+CL+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44°-/s12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 349rY4 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+CL+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 P/4-1/y12.038 13.303-16.875 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 -1/4 12.038 -14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8°-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+(x+1+(2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �4_1/r1/4 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 81° 1/3-1/3-1/3 18.303-20.875 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+(�+1 3 1+C2+1+C2+1 3 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/r1/s 22.186 - 26.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %4_1/r1/4 --24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083-28.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3 1/s-1/a 26.186-31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/ 1/Z %4 "°-25.302 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2►1 3 A 7+C2+3+C2+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 1+C2+2+C2+1L +1 3 custom 27.186 - 31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2+1 3 %4_1/r1/4 °' -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+12+1 3 109" custom 28.303-29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+12+1 3 custom 29.186-31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+12+1 3 120° %4-1 r1/a -31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+12+1 3 12' MAX. O.C.------�I 2-ANCHOR CLUSTER DETAIL '° MIN. SASH WIDTH (FLANGE WINDOWS) = VyMC LL ffl2 t - Ol. 2 - MIN. SASH 1NIDTH (EOUAL-LEG WINDOWS) = OVERALL WIDTH - 55.924 2 GUIDE TO USING ANCHOR QUANTITY 1+C 3 rIC2101 TABLES FOR XOX WINDOWS: CLUSTER OF 2 CLUSTER OF 2 3 ANCHO ANCHORS N THE 1JAMB 1 ANCHOR AT CENTERED AT THE 3 ANCHORS AT CENTERED AT THE THE SASH MEETING RAIL THE FIXED LITE MEETING RAIL 22-1 O.C. • • • • T 8" • • Yi �' p c. ' • • THEHSASHOR NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DINI£NSION IN THE TABLE TO DETERMINE THE WINDOW SIZE_ 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SUE. • EETINO` I • • •REPEAT• :10A :FERN AT SILL • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED Btltdldl wrtffi the Florida A) NO CHANGES THIS SHEET. .P JR - 03/11/20 or Y Q >coo �a (3O r O Z o OJ8 Z LL co V U d J J C LU N -a Z a o 0 ~ Q INYS g rz Qo K o r, g U 0= J Z = Q¢p seuiR w � rrr p14 Ll'N/V * i No.58705 -0�Si TE 'ONAL"11111110F�``` A LYNN TALLER. RE P.E• 56705 Ckeerall Wdth Sash Configurehon Sash Width Range (n) Mchor Quantltles for XOX Windows Glass Types: 2, 3, 6, 7 Meeting Rail: Standard 21-1/8' Overall Hgt. 29" Overall Hgt. 37- Overall Hgt. 49- Overall HgL 55- Overall Hgt. 63' Overall Hgt. Head & Sill a Head & Sill Head & Sill a E Head & SIII a Head & SIR a .o Head & Sill 44' 12.038 - 12.052 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/a-1/rt/a 12 038 -13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/,1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/a-Yr%4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %3-1/3-%3 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/?/2'1/4 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y3-1/3-,1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C 2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 1/4 J/rt/4 12.035-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3_1/3_1/3 22186 - 25.675 1+C 2+1+C 2+1 2 1+C 2+1+C 2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ya-Y2-Y4 « -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3_%1/3 26.186 - 31.048 1+C2+1+C2+1 2 1+C2+2+C 2+1 2 1+C,`2+2+C 2+1 2 1+C2+2+C2+1 3 1+C 2+2+C2+1 3 1+C3+2+C3+1 3 %4_Y2-1/4 "-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97' custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3_1/3_1/3 27.186 - 32675 1+C2+1+C 2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C,`2+1 3 1+C3+2+C3+1 3 Ya-Y2-%4 " -28.302 1+C2+3+C2+1 2 1+C2+3+C;2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 31 1+C3+3+C3+1 3 %3-%3-% 30.188 - 36.675 1+C 2+2+C 2+1 2 1+C2+2+C 2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C 3+2+C3+1 3 '/a--YrY4 " -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1K3+3+C3+1 3 113-518" custom 29.454-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C 2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3_1/3_1/3 33.186 - 38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a-%r%4 " -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 120" custom 31.053 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 31 1+C2+3+C2+1 3 1+C3+3+C3+1 3 custom 33.186-38.222 1+C2+2+C2+1 121 1+C2+2+C2+1 2 1+C2+2+C2+1 121 1+C2+2+C2+1 131 1+C2+3+C2+1 3 1+C3+3+C3+1 3 MIN. SASH WIDTH (FLANGE WINDOWS) - Uyl`"". ow I H - 0"W 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) - OVERALL WIDTH - 57.5W 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1- FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE 12' MAX. O.C. --I� 2-ANCHOR CLUSTER DETAIL 6' MAX. O.C. I I� 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: ANCHORS 1 ANCHOR AT TH I S • ��DtM 22-12' MAX. O. ir MAX. • • • • • • • • •• • • • • •�12t • • •• • •/ X • ••0 ••• • •/ • • • • • NEEfIN • • • • • • • • • • CLUSTER OF 2 3 ANCHOI ANCHORS IN THE _NTERED Al THE JAMB MEETING RAIL 1 ANCHOR THE SASH 9" MAX. • RGPEAT ANCHOR PATTERN AT Sel •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED �I Mptlrtee W the FlOrMs NOA-No. 21 4MM.04 a�� IOme •do P1odlrot'Co A) NO CHANGES THIS SHEET. JR - 03/11/20 o � Q �n Ln 0 ❑ C alo0 to Q (9 N O m z OLLo Z _ w ' C) _U J a w F- Z o LU co r oZ� W rn LU O J LL O ® ta- ~ li N OZ Q lis P � O iLn Z C) S c � c7 lya g U CC Q Q a111 'gasp aer.tg `\\\\Ill rlll/ii �oSY Ll'N./y4f -10ENgF * i No. 58705 u- %�OT'. MATEOF� (V�' TONAL \`� A LYNN MILLER, P.E. RE 1t 58705 TART F 17 OI,EgaO Width Sash Configuration Sash Width Range On) Anchor Quantities for XOX Windows Glass Types: 8, 11 Meeting RaO: Standard 21-1/8' Overall Hgt. 29° CMrell HgL 37° O eeralI Hgt. 49° Ot�all Hgt. 55" Overall Hgt. 63° Overall Hgt. Head & Sill a .n Head & Sill Head & Sill > i a a Head & Sill Head & Sill 7 "7 a a Head & Sill a E '7 44° 1/41/r% 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 31 1+C2+1+C2+1 3 Y3-1/3-%3 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49' 1/ /r% 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-% 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+(Z+1 3 1+C2+1+C2+1 3 53-1/8° 1/4_1/2-Y4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-%3 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4?/r% 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-Y3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/?/Z-Y4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76° custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 %3-Y3-%3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+p+1 3 1+p+1+p+1 3 Y �/2-Y4 - -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8' custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 %3-1/3-% 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 1 2 1+C2+12+C3+3+C3+2 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+p+2+C3+1 3 1/41/r% "-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-%3 27.188 - 32.875 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+p+2+C3+1 3 /%4 28.302 1+C2+3+C2+1 2 1+C2+3+(2+1 2 1+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+p+3+C3+1 3 109° custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+(2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+p+3+C3+1 3 %3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+p+2+p+1 3 Y4_1/2-1/4 - - 29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+p+3+C3+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+1 2 1+p+3+p+1 3 1+p+3+p+1 3 1+C3+3+p+1 3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+p+2 3 Y4_7/2-% -.21+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+1 2 1+C2+4+C2+1 3 1+C3+4+p+1 3 1+C3+3+C3+1 3 120° custom 31053-33185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2++1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+p+3+p+1 3 custom 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+2 2 2+p+3+C3+2 3 2+C3+3+p+2 3 2+p+3+p+2 3 12' MAX. O.C.--r+---� 2-ANCHOR CLUSTER DETAIL 6' MAX. O.C. 1 r-- 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: " MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL !MOTH-58.556 2 - MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL MOTH - 571N CLUSTER OF 2 ANCHORS CLUSTER OF 2 3 ANCHORI ANCHORS 2 1 ANC AT AT T IN THE 3ANG?IORS R1• CENTERED AT THE JAMB TH H �NEgn V W T 01LITE MEETING RAIL • 22-12' MAX. O.Q • • • • • • 1 ANCHOR AT s' MAX. • • • • • 12 1�( O.C. THE SASH NOTES: I 9' MAX. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG • •me?�660 •TF;J�T WINDOWS, SUBTRACT 1' FROM THE TIP TOTIP DIMENSION IN THE TABLETO DETERMINE THE WINDOW SIZE. • •• 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • ••• EET1N0 • • • • ANCHOR PATTERN AT SILL • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED ; Convdfriva wm am Fl. R04114ho. .04 A) NO CHANGES THIS SHEET. JR - 03/11/20 w m (� ¢ O 5 '.ten ¢ N o aaoo U)) 0 O K Z O Zo Oro Z w co �J, a U U po i� Z a J u�v0 'oN r n r F rn 9 A0 oZ� W m W u- O O F¢- c_n ® tV Z O Z 7ae45 F = C7 0 H Z O J ¢ Z ¢ = elrl '7saU rs!+a5 o'11IIII01" ��ONY L1'ry/y2'�.. .J� ' • UGENgt.• ��( i No.58705 - � •. td o SSzONAL A LYNN MILLER, P.E. RE-058705 TARI F IA Overall Width Sash Configuration Sash Width Range ('n) Anchor Quantifies for XOX WhidoWB Glass Types: 9, 12, 13, 14, 15 Meeting Rail: Standard 21-1/8' Overall Hgt. 1 29" Ow-4 HgL 37. Overall Hgt. 49" Overall Hgt. 1 5W Ol�erall Hgt. 63" Overall Hgt. Head & SIII Head & Sill A Head & SIII N1 Head & Sill III Head & SIII A Head & SHI 44' Y4--�/2-% 12•038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 12.063-15.Q08 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" �a--yry4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-%3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8' ys-y2-y4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/r1/3-1/3 14.334-16.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 81" 1/?/2-.1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-%3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 ya-1/ry4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76' custom 20.053-22185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-%3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 y4-%ry4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8' custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/r1/3-%3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4%-1/ ---25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97' custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-1/327.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 �a--1/r%a 28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 %41/Z..% '--29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29.464 - 33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 %4-1/rY4 " -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 F121 custom 31.053-33.185 1+C2+3+C2+1 121 1+C2+3+C2+1 121 1+C2+3+C2+1 1211+C3+4+C3+1 13. 1+C3+4+C3+1 3 1+C4+4+C4+1 3 Custom 133.186-38.222 2+C2+2+C2+2 12 1 2+C2+3+C2+2 12 1 2+C2+3+C2+2 121 2+C3+3+C3+2 13 1 2+C3+3+C3+2 3 2+C4+3+C4+2 4 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58,556 2 - MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL J zHM-57.556 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SQE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX r WINDOWS: I' CLUSTER OF 2 22 1 20 9' MAX �Zl- • 12" MAX. O.C.-i�---►I 2-ANCHOR CLUSTER DETAIL 6' MAX. O.C. ---I [-- 3-ANCHOR CLUSTER DETAIL 4- MAX. O.C. 4-ANCHOR CLUSTER DETAIL f"`X3" NOR$ATK :_ CLUSTER OF 2 MINTHOE ANCHORSNTEREDAT THE MEETING RAIL ANCHOR AT THE SASH _J L____J 1..._ - 6°MAX. • J( • • • O ••• x• • • • y • - • T • • / • /• • • • • • • • • • • BITING • TVAT ANCHOR PATTERN AT SILL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED ✓�mpMeg Wt6 the Florida A) NO CHANGES THIS SHEET. JR - ON11/20 m tY� Q 5 �d Q' O N o eiap N Oa, U' o3 (0 o J m Lu Z LL 0 J u.a Co LU Z 'Q Q oN map oZ� w Zi W a of o 0 ® N F 7 v_I Z O Q Z Q = a171 'sep ceus5 .\1A0I,I1111, ONY L" A/Il/ ',,, No 68705 0�'. TATE OF ENG�� 1j1111111111 A LYNN MILLER, P.E P.EA 50705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE I I 1/4" OVERALL HEIGHT 114' MA) SHB EXTERIOR a INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1!MAX. SHIM r EMBEDMENTT SEE TABLE 1 NOTE B, FOR HEAD TYPE EMBEDMENT EDGE " . DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE - DISTANCE PER SUBSTRATE, SEE TABLE 19. 12°LENGTH, CENTERED ABOVESASH a 11 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 19 8 NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT 6°LENGTH,CENTERED AT MEETING RAIL, ANCHORED WITH (4) 'SCREWS, (Pi 60). SASH VISIBLE LIGHT WIDTH EXTERIOR ID r INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 1!4° MAX. SHIM EMBEDMENT EDGE 17 < • ` DISTANCE L rFIXED VISIBLE LIGHTWIDTH OVERALLWOTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) '-' ONLY REQUIRED IFNOTES: OVERALL HEIGHT IS OVER 83". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE - OF THE WINDOW. • EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE • 19. ALL WOOD BUCKS LESS THAN 1-12° THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE TYFj. ANCHOR TYPE, DI EDMENTANDEDGE STANCE PER SUBSTRATE LLA�N OPTION 2OPTION 2 S TABLE 19. THROUGH FRAME -Y INTO CONCRETEICMU. VERTICAL SECTION B-B OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZX ARE 1-12° THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. it EXTERIOR 15 ' MWMI-DARE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. TYR ANCHOR NTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 S NOTE 8 FOR HEAD TYPE. Anchm Substrate Min. Edge Distance Min. Embedment Southem Pure (SG-0.55) W16" 1.3/8" f#12 Steel. 410 Akaninm, 6083-75 mm. 3I8° 0.063" SSor Screw • • • •w sbeel • • w8'• • Qoar Steel Sly, Q. 39minP 4WO 40.045• (18 Ga) (M 1-314° 114' 410 SS CmteF U atdU•(ASiM Qm) 712i d-1l4" 11- S Conetete (min. Z85 ks6 1" 1-318" Ultr�Onlelc• Plne ( G=O. - 14/4' 1" Cowele (rrft 3.00 ksl) I-W16" a 1-y18" 19"Bee1 Ult7an q Ur1glElded CML1t�TM G91!) 1-12" 144" 1- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 114" MAX. SHIM 7 INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL J TYP. ANCHOR TYPE, —EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS W HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR A[JCHORS IN THE JAMBS. 'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. PRODUCT REVISED a aomplyiep wtl6 the Florida NOA-Na_ �'od• 2040406.04 A) REVISED ANCHOR o TYPE TABLE. JR - 03/11120 c0 3G Q D i] N 'ten 0 to (9 N a�0 0 c Q O O�$ Z O c Z m W U U _j JB 11C1 `Q� J 'aN 1NO o ; ca O Z Z � W LL J O W O O ® g ,D IV LL O O laws � z � O N _Z 1� M Z) Z = Q alTl '>Sa0 aeua5 `flit 11 fit,, NO.58705 aZ U �� ••. TATE OF CAS ''40RIDP....-'k- /S;OI NAL E-- A LYNN MILLER, RE P.E.068705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO ZX WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET, EDGE DISTANCE I I INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM EMBEDMENT fT 1/4" MIAX. I ° . e SHIM L� EMBEDMENT EDGE DISTANCE ° TYP. ANCHOR TYPE, EMBEDMENT ANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. 3 tY LENGTH,CENTERED 20 ABOVE SASH BUCK HEIGHT TYP. ANCHOR TYPE. EMBEDMENT AND EDGE —DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT HEIGHT 8• LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS. (P860). ONLY INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. 114' MAX. SHIM SASH VISIBLE 8 12 '1 EMBEDMENT LIGHT WIDTH 17 EDGE DISTANCE VISIBLE rFD(ED LIGHT WIDTH . ••. EXTERIOR •'° 14 15 ° •a. TYP. ANCHOR TYPE, I BUCK WIDTH EMBEDMENT AND EDGE DISTANCE PER 20 SUBSTRATE.BFOR HORIZONTAL SECTION A -A 8 NOTE B FOR HEAD TYPE AD TYPE, E, (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C-C (SHOWN WITH MONO. GLAZING) REQUIRED36 IF BUCK NOTES: HEIGHT ISIS OVER 6T. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE --f OF THE WINDOW. 1I4` MAX - j SHIM EMBEDMENT 2) 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE ALL WOOD BUCKS LESS THAN 1-10 THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE EXTERIOR - OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-V2• THICK OR GREATER 1X EDGE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE INSTALLATION OPTION 2 DISTANCE PER SUBSTRATE, SEE TABLE 20. TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ANCHORED THROUGH FRAME OR ARCHITECT OF RECORD. DIRECTLY INTO CONCRETEICMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. Anchor Substrate Min. Edge Min. Distance Embedment Southern Pine (SG=0.55) 9116" 1-3v 012 Steel, 1" 410 AlumWan. 6063-T5 min. 3W 0.083' w SS Screw Salo, 06T • Steel SOtad, T•'. 3arntr• d1/8'• 40.045" (16 Ga) 1/4. 410 SS COS ( 1• 1JI4" CretaFl�r W U•( C�JO 1 ,-114• • • Soulk*11PIne (Sa".66)• •1' • • • 1-3W 1I4' Steal CartCBte (min. 2.86 kso 1" 1-316• UOrecwr UrrgrOu[ed CMU, (ASTM C-90) 2-112' 1-1/4' Southern Plne (SC>=0.55) 1' 1-3/W 1I4" �te� ret0 (m ka 1-3l1 llbaWn t• urrgAuted CMU/(ASTM G9•) 1.1/2' lira' ( 1• 1 8" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4• MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL J TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B)USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL PANIHE)UFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. PRODUCTREVISED Balm"Ced•wlffi the FbNda NOA-No. 204M 8 04 A) REVISED ANCHOR Q TYPE TABLE. JR - 03/11/20 a) y Q j o r1 O °aa Q C9 N also 0) _ Oppp O ._1 Z O o O Z UL m W U U j J �9 oN J J O U. _j O O to = � N C3 W K = 7aa45 F O_ Z g g s Q Z � = al♦rl '>=a0 savtg �..: NO 58705 .� ��,�'•, STATE F� '.•�� VAl E A LYNN MIr I FR P.E P.E.•587055 INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 EDGE DISTANCE WOOD FRAME OR SUCKSTRIP. EDGE EDGE ANCHORED THROUGH FIN INTO 2X 114' MAX SHIM AND TYP. ANCHOR TYPE, --�{ EDGE DISTANCE TYP. ANCHORTYPE, EMBEDMENT DISTANCE DISTANCE WOOD FRAME OR BUCKSTRIP. AND EDGE DISTANCE PER O 1/4" MAX SHIM EMBEDMENT AND EDGE O SUBSTRATE, SEE TABLE 21. DISTANCE PER SUBSTRATE, EMBEDMENT SEE TABLE 21. SASH VISIBLE 5 DISTANCE f LIGHT WIDTH '1 12 Q 17 EMBEDMENT EDGE DISTANCE EMBEDMENT 35 FIVISIBLE LIGHT YMDTH LIW MAX. SHIM 12"LENGTH, CENTERED 20 ABO63 EXTERIOR 2 VE SASH 16 14 15 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER i•� 1/4' MAX. SHIMSUBSTRATE, SEE TABLE 21. F BUCK IMOTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) INSTALLATION 11 OPTION 6 VISIBLE ANCHORED THROUGH LIGHT INTEGRAL FIN INTO METAL BUCK HEIGHT 1p HEIGHT v 50 50 _n' en E;-=' 73 10, EXTERIOR 10 40 19 14 15 MLAMI-DARE APPROVED MULLION, FBC S COMPLIANT ALUMINUM/STEEL FRAMING TYP. ANCHOR TYPE, OR STEEL STUD. MAY BE VERTICAL OR EMBEDMENT AND EDOE HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE DISTANCE PER SUBSTRATE, (SHOWN WITH MONO. GLAZING) PROPERTIES. TABLE 21. SEE TABLE 21. 114' MAX _ i EDGE DISTANCE --1 EMBEDMENT I- - \TYP. ANCHOR TYPE, EMBEDMENT INSTALLATION OPTION 5 AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. WOOD FRAME OR BUCKSTRIP. VERTICAL SECTION B-B NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 21. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 3) ANCHOR TO BE INSTALLED WITHIN 2-1/Y OF FIN CORNER Anchor Substrate Min. Edge Distance NI . O.C. Min. Embedment 2-11T x .1lW6-* * • s Soultpn Piro (SC=0.55j • 5116' 5' 2-7/16" 2-112" x . 134P Common PiID (5�0. ) 3W S" 2-7116' 2-112'x.145'dioo5rg • •SoJpw%PtV`S 0. 3/6' 5' 2-7/16' 2-1/2"x .145' F*d • SoSthel* PiAb(S6=0.55) • 3/6" 5" 2-7/16" 010 Steel Tmsshead Screw or 012 Steel, 18-8 or 410 SS Screw • • • • S PIA( -0. 12' 5' 13l8" 0.125' Alumimon, 6063-T5 min. 5/16' 5" 0.09" 0.050' A36 Steel 5116" 5' 0.050" I 0.QW (1*pa)r.4teel Stud" 5116' 5" 0.046" 17 mm. VF•J •R1 TUN%J MCfit 3UMIKA1.— • • • • • • • • a • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED B�irBdt�q�mplfAep W!h the Rtortda A) NO CHANGES THIS o SHEET. JR - 03/11/20 V R Q .mob o rp N 87v 0 Q z LU o Z LL $ ' rz = LU UU -1 �M H W oN ^ p> Z Z Z Cr LU LL J W O O r- ® x LU 8 N Z 0 x 7aJVS F O Z J U) A S Q afl1 'xe0 saua5 `% Ott I I I, Irr X\ . LENgF /GI�� No 58705 - D :L _ �' •.. //, -;F61 '.. o�,or• .• Gar, �GNAL 0,,"� "II t I I i 1t", A LYNN MILLER, RE P.E088705 2.724' 3.184' I I OHEAD. FLANGE FRAME HEAD, INTEGRAL O FIN FRAME 2.724" -� j 1 3.651' .OG2 O7 SILL, FLANGE FRAME 2.105' .06r 2.273' 08Y t t SASH PULL RAIL i 2.724' -+{ 4.270' OSILL, INTEGRAL O FIN FRAME .170' aar 1.300' 1.138' 100' 1 -1� .795' .785' 1.aer -.61r O 7116' BEAD O 5J16 BEAD SASH LOCK RAIL to SASH TOP 8 tz BOTTOM RAIL TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Malwial Min F, I Min. F, Steel Saes 92 kal t20 kSl 18-8 BE SO kal 95 kai 410 Sp 90 ksl 110 ksi EtW UM.Co.B 1S6kal 177 W 1/4' DeWaO Ultraco t+J 410 SS DeWaWEIm CreteFk3® 148 kai IVA kal 184 kSi I99.7 W SOS&75 Ah..ft. IS kai 22 W A36 Stec! 38 kel BS kal W. 3 Steel sum w kai 45 ksl 2.724' --+� I 2.08T OBr OHEAD EQUAL LEG FRAME Oe SILL, EQUAL LEG FRAME z.7ee• .06r OJAMB, FLANGE FRAME 1.248' 3.808' Oar to SILL ADAPTER z.11r 2.7W .Oar DJAMB INTEGRAL JAMB EQUAL LEG FIN FRAME Oa FRAME .040° -E-1 1.513' W[-- ylt7 INSTALLATION HOLE COVER 0' .062" 7J7- to SILL TRACK �o3r 045' t4 HD MEETING RAIL tS STD MEETING RAIL to SCREEN ADAPTER HOT -MELT SILICONE BUTYL STRUCTURAL POLYISO- 1/4' NOM. BUTYLENE WITH STRUCTURAL - DESICCANT SILICONE FOAM WITH EXT. GLASS DESICCANT EXT. GLASS NT. GLASS < SPACE OKODI70 4SG TPS OSU 71 NX. f .08Y � .723' .875- to WINDLOAD ADAPTER 1.446' +� .518' 040' O ANTI -LIFT CLIP Sw jII{- _1'- • /eT .070' --1 G IG BEAD G IG SNAP BEAD • • • • • LUMINHUMM • • DESICCANT FILL • REINF•RClME#T • • PO�.IBUTYLENE SEA-' 5116' MOM. • 18' NOI& • • : • : • •p�,� SILICONE • �JTY� H • 16' P7. SEAL • • Tll • • 00LL-FORMED FOAM STAINLESS STEEL EXT.GLASS EXT. GLASS G . ? • •• • • • INT. GLASS • • • ,:CE • • D 1�4 o • • XL EDGETM • • • • • • �J%R • • • • OSPACER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED �Qo the Mrwa •wm NOA-Na �Q g�-004��0IL044 023 FL4Li/�7 NO•m • Pzodua�'Co trot A) UPDATED MATERIAL PROP. TABLE. JR - 03/11/20 r° 'Y^ d �1 777 ^aN C7 N a780 K Q W Z ,A O�� Z LL _ W o W uew�0 LU Z aN � � Z Z J 0 0 m � 3aa45 o O = g Z O � Z Z � r C7 e81 'asa0 saua5 10ENrg�' No.58705� 2�IEI 1, S '/7 �ONAL 5," A LYNN MILLER, P.E. P.E.f 58705 23; Item # Part Y 1 Description Material 1 624038 Head, Flange Frame Alan, 6063-T6 2 6240M Head Integral Fin Frame Alan. 6063-T6 3 624040 Head, Equal -leg Frame Alum. W13-T6 4 624001 Jamb, Flange Frame Alan. 6083•TB 5 624017 Jamb, integral Fln Frame Alan. 6063-T6 6 624028 Jamb, Equal -leg Frame Alum. 6063-76 7 624035 Sig, Flange Frame Alan. W63-T6 8 624036 Sig, Integral Fin From Alum. 6063T6 9 624037 Sig, Equal -leg Frame Alum. 6063-TB 10 624034 Sig Adaptor Alum. 6083-T8 11 624043 Sash Pull Rail Alan. 6063-TB 12 6240M Sash Lock Rag Alum. 60D5A-161 13 624041 Sash Top & Bottom Rail Alan. 6063-76 14 624027 HD Meeting Roll Alum. 6063-T6 15 624D05 Sid Meeting Rag Alum. 6005A-761 18 624047 Screen Adapter Alum. 6063-T6 17 624051 Installation Hole Cower Alum. 6063•T6 18 64125M Windload Adapter Alum. 6063-T6 19 624042 Sig Track Alan. 6063•TG 20 624015 Anti -Lift Clip Alum. 6063-TO 21A 624009 IG Bead Aum.606iT5 21B 624011 IG Snap Bead Alum. 6083-T5 23 624026 7116' Lams Glaz. Bead Alum. 6083-TB 24 624013 5116' Lami Glaz. Bead Alan. 6063-T6 30 67P247 IGIazing Bead, Bulb Vinyl for #824013 & #Q4028 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & # 624011 Vinyl 32 7126WK Mono setting Block 3/32' X 1/4' X V Neoprene 33A 71715K Lauri IG Setting Block 1/8' x 3/4' x 1-1/14' Neap- 33B 624014 IG Snap Setting Black Vinyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep Hole Corer Vinyl 37 41722 We Plug Vinyl 38 1 724021 Lock Rag Corer, (LH & RH) Vinyl 39 724050 Pup Rail End Cap Vinyl 40 724048 Roper Horsing & Sash Guide Vinyl 41 724052 Roller Wheels Stairdess Steel 42 724VA Sash Top Rag Gasket, (LH & RH) polyethylene 43 724055 Sash Bat Rag Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724058 Frame Sig Gasket, (LH & RH) Polyethylene 46 724063 Meeting Reg Gasket Polyethylene 50 Weatherstrip, .187' x .170', Fin Seal @ Sash 51 Weatheratrip, .187' x .270, Fin Seal @ MR 52 67070 Bulb Vmyl 60 71 OX38PPAX #10 X 3/8' Ph. PH SMS (WirvdoW Adapter) Stainless Steel 61 781 PQX #8 X 1' Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 Alaninan Screen with Fiberglass Mesh Varies 70 - Kommeding Kodspace 4SG TPS See Sheet 18 for Materials 71 - Quenex Super Spacer nXr 72 - Quanax Duraseal Spacer 73 Cardn>al XL Edge Spacer 74 Dow 791, 899. 983 or GE 7700 Backbeddng Sgicorte ASSEMBLY DETAILS FOR • • • • • NOTW: • • • • • • • •l) ALL CORNEMWO USE GASKETANDXIR SEALANT. • • • • • •2) SOMSPARTS,OPTIONS NE'PSHOWN ON DRAWING FOR CLARRY ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED �toempMvg lothe • Flora is NOA-NaCode .OA A) ADDED BACKBEDDIPIG JR - 03111/20 LU m Y Q 0 o ra O N aroo K Q O c� in Z Z O -j o Z LL W -L o U LL Junn.p �s .oA' o>� �Z I U) ra LL O 0 F m K C: OZ toys O Z 7 U N Z � 1� a O = m eel '�0 seuas (NY LYIVIV Q�� LGENS�c'•. �� No. 58705� �.: •.. TAT pF i CCS •''ZORInp. S G. 10AJALS"'o r A LYNN Nxi 1 FR, PE P.E9687a5 _:2�"ere4 MIAMI•DADE MIANII—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildine PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 Cgunty. RER - Product Control Section to be used in Miami Dade County and other areas where allo,%ed by 1bb'Atdhority...... Having Jurisdiction (AHJ). .. . • This NOA shall not be valid after the expiration date stated below. The Miami -Dada County Product control.... � • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Ceusruty)-nerve the right to; .... have this product or material tested for quality assurance purposes. If this product o; rrtateuial fairtp Perform* in the accepted manner, the manufacturer will incur the expense of such testing and tht*ANJ maylmrAddiately revoke, modify, or suspend the use of such product or material within their juurisdiN13A RER;r ger*ves the, 00 • 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 4e Flw7da Buulldlu;tg t✓ode, . • including the High Velocity Hurricane Zone. ' so .... • DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - L.M.I. •""� APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision D dated 03/13/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0614.14 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0402.02 Expiration Date: April 11, 2023 Approval Date: August 13, 2020 T813120 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, signed and sealed by Anthony Lynn Miller, P.E. • • • • (Submitted under NOA No. 17-0614.14) •' • "' B. TESTS •••••• •• •••••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per RBC, TAS 202-94 • • • • 2) Large Missile Impact Test per FBC, TAS 20.1-.94• • : • • • • .. ; ... 3) Cyclic Wind Pressure Loading per FBC, TAS•203:94 :.". • • • • • along with marked -up drawings and installation diagram of a P�t sfioing glas$ door, a • • • PVC fixed window and an aluminum sliding glass door, using: RoQispacc.4SG TPS....:. spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer sys&-A- erid XL; EdgeTM spacer system at insulated glass, prepared by Fenestratfdti' TAting LtbbYatory,' Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, Ve/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.21) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6' Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.14) 2. Glazing complies with ASTM E1300-04 Manuel Pert.02.0 Product Control Ex NOA No. 20-Expiration Date: April 1 Approval Date: August 13, 2020 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (coNTnvUED) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated al/19417, expiring on 07/08/19. : 9 0 0 9 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerfea,17nc. Wthelr- • "Kuraray SentryGlas® (Clear and White) Glass Interlayers" &19d 06/15/o, , expiring on 07/04/18. * : : : : o 006 F. STATEMENTS ...... . 0 .. 0 ..... 1. Statement letter of conformance, complying with FBC 5' Editidd (2014) ancrMl'h FBCO 0 0 : 61 Edition (2017), dated August 29, 2017, issued by manufact� rer,jignecj;nci.sealed...,;. by Anthony Lynn Miller, P.E. : • .. • (Submitted under NOA No. 17-0614.14) 699000 : 0 6 6 6 2. Statement letter of no financial interest, dated June 9, 2015, issued by maddfa'cturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0614.14) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0629.21) G. OTHERS 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for their Series "CA-740" Outswing Aluminum Casement Window - L.M.I." approved on 08/11/16 and expiring on 04/11/18. Manuel Perez, P.E. Product Control Ex r NOA No. 20- 02.0 Expiration Date: April 11, 3 Approval Date: August 13, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision D dated 03/13/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading petTl3t, TA9202694 • 3) Water Resistance Test, per FBC, TAS 2024j.:;,, ,� 4) Large Missile Impact Test per FBC, TAS 201,9Z .. • :0060,...•. o a 5) Cyclic Wind Pressure Loading per FBC, TA&293'94 • • • •; • • 6) Forced Entry Test, per ASTM F588 and TAS=--94 along with marked -up drawings and installation diagram of all Kit Industries, l'nc. • � � ,' representative units listed below and tested to qualify Dowsil 7$1 ah$DowvV 983 ....:. silicones, prepared by Fenestration Testing Laboratory, Inc., Tect Roports 1401 • • ; ; FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in propos4119d;ted 09>`OYL4 • • ' FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idahnis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 Editio , prepared by m acturer, dated 06/09/17 and revised and updated to CC 7' Edition (2020) on 03/ /20, signed and sealed by Anthony Lynn Miller, E. D. QUALI 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SG" Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. Manuel Perez, P.E. Product Control Ex r NOA No. 20- 02.0 Expiration Date: April 11, 3 Approval Date: August 13, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017) and the FBC 71 Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. • • • • Proposal No. 19-1155 TP issued by the Product Control Section, d^d Jantmry 10, ease:* 2020, signed by Ishaq Chanda, P.E. • • • s e e s e•eeYe • eY sees•s • • •sees• G. OTHERS 00 .sees• 1. sees. Notice of Acceptance No. 17-0614.14, issued to PGT Industries,elm. for their Series ***ease "CA-740" Outswing Aluminum Casement Window — L.M.I." apMt9vtd on339JM17 ••.•. and expiring on 04/11/23. • • •. **:a . • • •'. .. • ease Manuel Perez, P. . Product Control Exa r NOA No. 20-1102.02 Expiration Date: April , 3 Approval Date: August 13, 2020 E-4 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-Dj COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SEE TABLE 3. SHEET 4. ALL WOOD BU9fQ4ESS THAN WS'TALLA]]pNB. 1X E"ONAL IF UNIT IS INSTALLED Y TO SUBSTRATE. WOOD SUCKS DEPICTED AS 2X ARE 1-1r." THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEAL. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES. A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7W5, 3579, 3580, 3724; DEWALT ULTRACON+ NOA; ELCO ULTRACON NOA; DEWALTIELCO CRETEFLEX NOA;; ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL TABLE 1: Glass Types 1 5/16' n-. 9WPV13-1/8An) Sheet # 5 2 7/16- Laml (3116 An - .090' SG - 3116 An) 7 4 7/8' Lami. IG (118' An - 7/16' Air - 1/B° An - .091r PVB - 1/6' An) 5 5 7/8' Lami. IG (1187 T - 7/16' AR -1/8' An - .090' PVB - 118' An) 8 8 7/8' Lami. IG (3116' An - 1/4' Air - 3116'An - .090' SG - 3/16' An) 9 7 7/8" Larnl. IG (3/16' An- 114' A)r - 3116' HS - .G90' SG - 3/16' HS) 7 8 7/8" Lami. IG (3116- T -1/4- Air - 3/16' An - .090' SG - 3116' An) 9 9 7/6' Lami. IG (3/15- T - 1/4' Air - 3/16' HS - .090' SG - 3/18' HS) 7 'PVB' TROSIFOL FVB BY KURARAY AMERICA, INC. SENTRYGLASP BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE 3r WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.476• (HEAD & SILL 4' MAX. I B, SEE SHEET 2 A 89° VISIBLE LIGHT HEIGHT (DLO) MAX. A SEE O.C. SHEET2 ene'LAMBNATED GLASS STACK 7ne'LAMINATED GLASS STACK I I` I` .09V TROSIFOL®PVS Sly' SY K1IRARAV 1/r ANNEALED BY KURARAY 3/1tr ANNEALEDOR .08P AMERICA. INC. GLASS AMERICA. INC. HEATSTRENGniE ED GLASS 3nS' At,NEALEO OR 1/8'ANNEALED I NEAT -STRENGTHENED EXTERIOR GLASS EXTERIOR 38 GLASS a �- 11/16' GLASS SITE 11/18' GLASS BITE 35 3 1�7 50 so 3 32 ' GLASS TYPE 1 GLASS TYPES 2 & 3 7/9' NOM. ?IV NOIC GLASS STACK �� GLASS STACK 7ne' GLASS STACK S STACK GLASS STACK VS'ANNEALED GLASS 3n8' ANNEALED OR 1AI'ANAIFALEO OR TEMPERED GLASS EXTERIOR 76' a HEIGHT C 11 12 . O.C. IF WIDTH IS 313.478' & R (HEAD & SILL) L7.1p=G'IDLO1 TYP. ELEVATION OF CASEMENT WINDOW _. _\ _._.___.___.__-__— I I I \ i 1 \ I I I / I \ I � I I I / / I I / I I I/ I I • 2020 FLOMPAAWLDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUI , • ASTM E1300-04 • ANSVAF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI SIOO-16 . AISC 360.16 'bfNERAL NOTES .............................I &EEVATION.......................... ............1 GLAZING DETAILS ........................... 1 INSTALLATION. ............. .................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES .....................4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILSIBOM.............. 10 EXTRU ..%PACER .................... 11 S' MAX. O.0 _ USEANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26' OR OVER No.58705 - •'_ 1t� SOT'•.• TE0 / A I�yN��A..L1� G S' • LTIYIV mYs1(, P.P.E. • • AW TROSIR PVB 1/4'AIRSPACE HEAT -STRENGTHENED GLnx /BY KURARAY 3n&'ANNEAI.ED .0WSG®BYKLIRARAr AMERICA, INC. //� AMERICA. DC, tAi'AMffALED 1:151�]�,�P3�nWNKEALED OR ME • GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 7Ar NOM. GLASS STACK LAMINATED GLASS STACK t3ne. AMNEALED OR T-STRENG I1 ED GLASS VCAIRSPACE OW SGO BY IDIRARAY 3/1&-TEMPFRED AMERICA, INC. �� 3n6'AM•EALED OR 38 HEAT-STRENGTHENEDEXTERIOR GLASS i11111V GLASS SITE 3 so 32 GLASS TYPES 8 & 9 ••• • • • • • • • • 1D70 TECHNOLOGY DRIVE • •1d. VENICE• I• 363V• • (941)0480-1600 • 03/13/20 UYU PERAIFB2020.—C—Z .ter ReW.— • • •• PRODUCT REVISED stoRuUdbM Cod with the Fbdd• NOA-No. 2043402.02 Explimittim 411/'2023 sin /�J N8••L ds PLod•St'C fml GLAZING DETAILS J ROSOWSKI rd41• ••• I Dot.: CA.SEM€NT WINDOW DETAILS - LM 8L SM 08/08/12 alias/ModM: Scala: She.t: Drannq Na. Rev: •.CA-fl NTS 1 OF 11 MD-CA740-LM D ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 `< 35-37 ATTACHED TO FRAMEJAMB EXTERIOR ATTACHED TO aVENTJAMB 81 WINDOW HEIGHT VISIBLE 14 LIGHT HEIGHT (DLO) ATTACHED TO FRAMEJAM13 ATTACHED TO I VENTJAMB INSTALLATION - EDGE DISTANCE OPTION 2 —� CONCRETE/CM U INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. EMBEDMENT REQUIREMENT BlX3C WIDTH TYP. ANCHOR 1/4' MAX 15 16 TYPE SHIM ATTACHED TO EMBEDMENT VENT SILL AND EDGE DISTANCE PER ° 4 8 32 33 80 SUBSTRATE, SEE TABLE 3, O 20 SHEET 4. EDGE DISTANCE 84 BUCK HEIGHT TO FRAME JAMB 1ED TO SILL BELOW OPERATOR ARM 82 Fes82 - ATTACHED TO VENT SILL EMBEDMENT 24 OPTIONAL ADDON FLANGE Q HEAD, SILL & JAMBS SEE DETAIL NOTES: Al, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW 2) ALL WOOD BUCKS LESS THAN 1-12e THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAYBE INSTAIJ.ED DIRECTLY TO SUBSTRATE. WOOD BUCKS —�{ Ir-- 1(' MAX. DEPICTED AS 2X ARE 1-12" THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY I TRANSFER LOADS TO THE STRUCTURE. I WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. DETAIL Al VISIBLE LIGHT WIDTH (DLO) — FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SKEET 4. T 19 84 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. TYP. ANCHOR TYPE, 1/4' MAX SHIM EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, _ SEE TABLE 3, SHEET 4. CONCRETE. • ° EMBEDMENT INSTALLATION PERANCHOR ° OPTION 3 REQUI INSTALLATION ANCHORS EDGE DISTANCE THROUGH 1x BUCKSTRIP INTO MASONRY. VERTICAL SECTION B-B INSTALLATION OPTION 4 INSTALLATION ANC HORS DIRECTLY INTO METAL r I,T�I bilin11w/um_ �� IJ I / O i • �. HORIZONTAL SECTION A -A EGRESS FORMULAS: lu WIDTH, WASH HINGE: WINDOW WIDTH -13-12 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-12 I JJJ--- 1) WHEN INSTALLING HEIGHT WINDOW HEIGHT-6 COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10- MAX. ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 q INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT-7 WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. / _ SEE TABLE BELOW: PRODUCT REVISED ZZOONPblee `th the Florida NO�lio. � LYf\r wr, e ■ e e e e e Aldsed By: Date: Rev,.-: U—Data 11/=23 s��i • • • • • • • JR 03/13/20 NO CHANGES. Bp ��1 • • • Ri'`1sed By: Dare: Revision: Wren de P►odugCD No. 587059 • •' • • ® DescdpU.: Drann By. 0. S CROSS SECTIONS & INSTALLATION J ROSOWSKI O T TE O OjO�TE OGY D • :�C�n•'�.�OR1lP,,•'• \C'`J Dff77. VVEENT E, L 3427 • f Dote: uS�O AW • Gv�a, 0(941 WO-16 0 • • C�LSEMENT WINDOW DETAILS - LM & SM 08/08/12 I I ! 1 I I A \ \ ti • • • • • • • • Sar;•sf jtooeh. Scale: Sheen Droning No. Ran. A LYRN W P.E • REGISTRATION N29296 "CA-740 NTS 2 OF 11 MD-CA740-LM D —� SEE DETAIL A2, BELOW DETAIL A2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Additional Anchors RaquIred on each Side of the Frame AesemWy Tube (FAT) r oa WhMow WldthI Anchor A B, C & D ffi 1r-z3.9• 1 0 26'- 1 1 LL W Mow H OWIt ArrJlm Type A I S, C& D 17--25.9- 1 0 26'+ 1 1 CASEMENT (X) I HEIGHT WINDOW I WIDTH f� 740 SERIES _ ` CASEMENT EXTERIOR WINDOW j5 FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-6, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS. ALL ANCHOR GROUPS 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED - (TABLE 2, SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. CASEMENT / CASEMENT (XX) FIG SEE NOTE 7. THIS SHEET 10', SEE NOTE 7, THIS SHEET I 1 740 740 SERIES FRAME SERIES CASEMENT ASSEMBLYCASEMENT WINDOW TUBL WINDOW I MIN. 0 12 X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES - _. �F� 740 SERIES CASEMENT EXTERIOR CASEMENT WINDOW ,5 TUBE WINDOW WINDOW HORIZONTAL SECTION C-C MIN. 012X 1' SMS THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT (XXO FIGURE 2: 740 SERIES AWNING � WIImOW' lJ / D FRAME r� r ASSEMBLY TUBE J D \ 740 SERIES CASEMENT --� WINDOW / E k�Jl _ FRAME ASSEMBLY.�y h E TUBE / \ 740 SERIES FIXED Wo4DOIA 5FE PRODUCTS NOA FOR - INSTALLATION SPECS EXTERIOR a 740 SERIES AWNING WINDOW' FRAME —ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIO a W SERIES ASEMENT 04DOW FRAME ASSEMBLY TUBE MN. 012 X 1' SMS THROUGH INSTALLATION HOLES F40 SERIES 'OLED :ASEMENT NNDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY' VERTICAL SECTION D-D VERTICAL SECTION E-E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DET♦AAE funANCHOI GF�P•FR(P T$-VM. EET 4. 2) FROM SHEETS 5-6, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • • •• • • • ••• • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHWE A ��Fjk[EASCE~o TI:IE'•OR DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSNL03LY TUBE ; DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 6) INSTALL AS PER THE 4) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED- (TABLE 2, SHEET 4). DETERMINE THE NUMBER IbF ANWbltS NEED•ORTHR' +. SILL *8 �? YOUR WINDOW. INSTRUCTIONS ON SHEET 2. ••� �M��•t'-V'' • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE Y FaAn Jo 4 S*WBSTA•W MAY BGREQUIREZ(NEEE SHEET 2), AND THAT MIN. 012 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEM% TUBELSEE DETAQAON THL%SHEET). • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP-TO-11P DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS W THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NQA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. 012 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 6W FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchom Required on each Side of the Fmme Assembly Tuba (FAT) 1_ ua. Whdow Width Anchor Type A I B. C 6 D 1T-25.9' 1 0 LL Witcher Height Anchor Type A B, C & D 17--25.6' 1 1 0 = 26'- 1 1 1 PRODUCT REVISED �aoemtring vAffi tits Fhntft 110A41o.Cade 20-0402.02 U LU N 0 a►j Z r� g J J S to J Z p O m W N � O cn P_ tit 0 J 0 0 0 CDCD go zW Q LU 0 O � LUcp co W 0 �0 v�Lu 8� aLLV LL 0 a co F- Z O U PC\.•.• LICENSE'•. ��'� No. 513705 •� ' -D _ TE O a•�� SzOiVAL ENG``• P-EA $8705 Window Anchors Required 000u000u0000000000000000v000 ��. o0000000000000000000000v00000 .�a...;onnom000monom000mnoom000mo� o Qom000moonm000m000m000m000moon om000mnoo�000mmoommoommoommoo . _ _ . _... _._ —_ _...._.-_ --- —. �. .. ��.�.�.�..� �..�..... • W . •.....v • . x -. r... . 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Gn1aP Amlmr Subshate Mirt Edge Mh O.C. DLstance M01' Embml-d Amamr Plate Regtmetl7 A 012 steel SMS (G5) or /114'teel SMS (05) or 014 410 as sMs S. Pk• SIB" 1' 13 F No 6083•15 Akan. 3/8' SAS' 083' No A38 Steel 3r8' so.050' No A653 SWd Gr. 33 3W 50 .D4520 G. No 1/4' steel tNracon+ 3k (brats 1' 3' 13r4' No Holt— Block 1' 3' 1-114' No s. Pine 1' 1' 1.3/8' No B 1/4• Steel We—Hduw 285k C—. 2-IF 4° 1.318• No Black 1' 6 1.114' No Flolow Black 2-1? 5' 1-1W No 1/4'steel IAtreoon 1f4' steel lJhrecons 3k Carxtste 1• 4' I-W Yea 114' 410 3S CreteFlax 1' S' I-W No HWbr Black 2.1/7 1 S' 1-114' No 012 steel SMS (47 or 012 410 SS SUB or 014'teel SMS (GS) or 01441OSSSMS S. Pkm Sr6' 1• 1-W Y. 6083.75 Aaan. 3f6• sw .0713• Yea A38 Steel 3W S76• I 0.'i0' Yee A653 SiW. Gr. 33 38' W .ow, Is Gm. Yes 114' .teal Ukraeon 285k Ov¢rete 1' 4• 13r4' Yes 265k Ovsrele 2-11Z 4• 1-W Yea ftbo Block 2.112' S 1-1/4" Yea Filled Black 2.112' 4' 1-S14' Yee D 1W 410 SS ovemex 3.35k Cormle 1' 6' 13r4' Yes 335k 0 mrete 2.1PY 6' 1' Yes H.9— 81ock 2.1? I 6• 1-114• Yes 5/157steel UDacan 35k Corcrete 1.114' S No HoSaw Block 3-t18' S No FiTrxi Black 2.1f1 S Na 1/4' steel llNecoe. 3k Concrete 15116' 4- �Inll Yes Hollow Bock 13w 3• Yes S. Pore 1' 1• Yea 1) WHCHE 5Ut35I HAI E CUNOITION5 REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL 2) ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KS1, MIN FY = 33 KSI. Jamb Snubber Locations Glass Type: PVB SG (Types 1, 4 & 5) (Type' Z 3 & 6-9) 63• e11tl hb� 12• max. from each ertd & 3IT less Reglmed max O.C. 12' max. tom 12' max. from over each end & 3(' each end & 3(• 113' rnex O.C. max O.C. `PVB'= TROSIFOLO PVB BY KURARAY AMERICA, INC. 'SG-= SENTRYGLASOBY KURARAY AMERICA, INC. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7/18' HEAT -STRENGTHENED, LAMINATED GLASS, 114' MASONRY ANCHORS INTO CONCRETE, +70485 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12. ANCHORS C & D ALLOW A DP OF +701-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENTANCHORS: A) FROM TABLE 11. A 34' X 81- FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +701-90 USING ANCHORS C OR D. B) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR • • • • C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAXIB. • • • • • • D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILLS • • • • • • E) DISTRIBUTE ANCHORS FOLLOWING r .GUIDELINES FROM ELEVATION ON SHEET 1 Sted Screw kel410 Scea' 1WF) PER RULES ON SHEET 2, INSTALL 1 Boo IAIr kdADDITIONAL ANCHOR ON THE FRAME IW DWatt tam I92k-W12D a!ASSEMBLY TUBE SIDE OF THE FIXED 410 SSOW bElm 7CASEMENT (HEAD & SILL) VIA mr i7lem L� 10' 1II0�..IIII '1 4' I - yi 4• 4• I I --i c • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • t 10.6' PRODUCT REVISED as ��•B�mIfA•a vAth the Florida N01,No. 20-0402.02 Exph"•• D•tm;-"l112023 w .J m n: x a a g q_ U •a m v� J F- W 0 0 Z Z LLJ 2 LU Q U LL m0 mH $z O �U LYNN � ..• JCEdgF'•,C�� ,' * No.58705 SA5TE ^ � A LYNN an.otll. RE PPA59705 Design Pressure (ps0 tr Shlgle Windows, A0 Anohor Groups wi d- Wdth uWer23' 25-15116' 27-T4' 30' 33-1IY 35' 3T under Z3' +70/ SO +70/-90 +79/-W .701.90 +701-90 +70190 +701.90 25-15116" +701-W +701-90 +701-90 +701.9D +701-90 +701-90 +7W-90 384/e' +701-90 +701.90 +70/-W +70/-80 +701-90 +701-W +70/-90 +711f-80 -701.90 +70/-90 +7U/-90 +701-90 +701-90 +70/ 50-SIB' +70E-90 +70/.90 +701-90 +70/-90 +70/-90 +701 +701.89.2 +701.90 +Tor-90 +7W--8D +701A6s +701A0.8 +7W-T7 83' +7W-90 +701-M +7W.90 +70/414.3 +70/-78.5 +70/-73.7 +701-70.1 77 +701-90 +701-87.2 +701-773 +601-71.5 +601- 62.4 +60/- 60.9 +/- 59.3 79' 1 +701.90 +701-64.8 +701-75.7 +/.87.3 +/- 58.9 +!- 57.2 +1- 55.6 84' +701-90 .701-60.4 +701-71.3 +60/b21 FOR GLASS TY 5/16" LA�MI (1/88AAN - .090" PVB - 1/8 r..AML ry (rra/pAN - 7115 AIR ' WB- TROSIFOLOPW BY KURARAY AMERICA, INC. WINDOW HEIGHT .� WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. - .090" PVB -1/8" AN) Design Pressure (psfl for Windows Attached to a Vertical Frame Assembly Tube m Whldar Width under 23" 2b•15116" 27.314" 30" 331/2" 36' 37" Anchor Group Anchor Group Anchor Group Anchor Group Axhor Group Anchor Grwp Anchor Group A I B C D A B C&D A B C&D A B C&D A B C&D A B.C&D A B,C&D Under 23" +701.90 +70/-90 +701,90 +701-9D +701-90 +701.90 +70/40 +7Qr-90 +701.90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 25-15116' +701-90 +70/-90 +7111.90 +70/-90 +7a-90 +701-9D +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +70/-90 +7Q/-90 +70PW +701-90 +701-90 38-3/8" +7Q/-90 +70/-7&4 +70/-90 +701-90 +701.84.6 +70/-90 +701.90 +701-79 +701-9D +701-9D +70%73 +701-90 +701-913 +701.81.8 +701-90 +701-90 +701-78.3 +701-90 +701-74 +701-90 +70l-78.2 +/.61.1 +701-73.1 +70/-9D +/-67.5 +701-90 +701.90 +/$3.1 +701-90 +70r-90 +h68.4 +701-90 +701-90 +/-M4 +701-M9 +70/-90 +/-826 +70/-90 +/-59.2 +70/-90 +701-723 +/57.9 +/-69.3 +70/-90 +1.64 +7W-90 +70/ 90 +/-69.9 +7W-M +M-90 +/-W.4 +701-85.7 +701-90 +1482 +70f-79.6 +70/-90 +1.69.3 +701-90 +/-56.1 +701.89.2 ttj +F81 +148.9 +/-58.6 +70/-90 +1-64 +701�.6 +70/-90 +/-50.6 +70/A1 +701.90 +/•48.7 +7DJ-74.9 +70/•�.6 +/-523 +/•87.1+701-77.7 +/-47.4 +7(1-74.+/-58.1 4446.5 +1-6& 7 +701-88.7 +/-51.5 +70/-02 5 +701-90 +/48.1 +701-77.1 +701-90 +/44.5 +701-71.3 +70/-84.3 +/-09.8 +/ 83.9 +70%78.6 +/ 47.7 +70/-73.7 146.1 +70/ 70.1 Daslgn Pressure (ps0 fur Windows ABwhed to a KwizortM Fr- Awam6ly Tube Wudptl WdN uMer Zr2S15/16' 27314' 30' 311? 35- 3T A-hor G_P A-tm Croup I ;U hor Group Aruhor Group Arshor Group I Amhor Croup Armhm Group All A0 A9 A0 A B C&D A B C&D A B C&D udm Zr+7C1-90 2515/16" .M-91) .701-9D .70r-90 .70/-90 +701-90 +70/-90 +70/90 I +70/90 +701-20 .7N47.6 +70/-90 +7C/-W +701-9D +70/-90 .701-90 +701$38 +ml-W +7(V90 +7Y-90 +701-90 +M437.e +70/-79.2 +mi-90 +7Qr-90 .m/-9D 383W +701.90 +701-9D +7& 90 +7D179D +m/-90 +701-90 +70/-90 +70'-90 +7D1-90 +701-90 ♦70148.8 +70/9D +AV-90 46' +701-90 +70'90 +7m-90 +701-90 +7W-90 +7W90 .70/-911 +7W-90 +M90 .70rS0 +M-9g +7IX90 +7W-90 50-W +7g190 +70'.90 +70190 +7d-90 .7N90 +70/-90 +MM +701M +701-90 +71Y9g +7014112 +70/992 +7W-89.2 60" +70/-90 +70r-90 .701-90 +70148.5 +7g/90.8 +AV-8pa +711/4D.6 +70/-77.7 +7Qr-T7.7 +7N-777 +7g/-74.3 +7(Y-74.3 +701.74.3 67 +701-90 •701-90 +7oi-90 +70f-842 +701-78.5 +70/-76.5 +70/-78.5 +7W-73.7 +701-73.7 +7(LI-737 .7W-70.1 +70t-m.1 .7g1-70.1 72 +701.90 +70/47.2 +70r-77.7 +7M-71.5 +60/.62.4 +60/924 +BQ7424 +W-6D.9 +80190.8 +w-M9 +/3g.3 +/.59.3 ./.59.3 78' +7cr90 .70/44.6 *70/-76.7 N47.3 +l-BB.B ./98.B +l$&0 H97.2 +/47.2 H97.2 N95.6 ./56.8 +14iAe 84' +70/90 +701� 4 +70I-71.3 +Bg14 +/44.2 +/44.2 +/44.2 NOTES 1) SEE SKEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBSER REQUIREMENTS. }- WINDOW FRAME HEIGHT ASSEMBLY , I TUBE 1100"MAK rADDITIONAL ANCHOR (4). IF REO. •• ••• • • • • • •• WINDOW I • • • • • • • • • WIDTH ��t' • is • is is • • • SEE SHEETS 1 & 4 FOR WI • • • • • • • • NDQjIVANCH�R • • • • • • t LOCATIONS AND QUANTI71". SEEWWAT • • • • • • • 3 FOR ANY ADDITIONAL- ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • ••• •• ••• ••• ••• • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • is • • •• •• • • • •• •• ••• • • • ••• • • FRAME 10. MAX. lam- ASSEMBLY I TUBE T- WNDOW HEIGHT WINDOW L A.....WIDTH r� ANCHOR (4), IF REQ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCT t�y��RE REVISED Ctd• BYIIAng with the Florida NOA-No. 20-0402.02 tlon Disco 4/1112023 ad• P-k 1a•i w 0- w z C9 = Z U O O z o w o_ o a3 w tr o So Cl) fn w fn U a z n I r i R' w 2 J 0 U zU o� r aP-• w 00 LIJ in 0 mH NZ Z Z O w Q U L, my........: 411 �10EN-F • �� No.58705 ' 3&F � A L1'/y1N Mn01E111 0E1. RED 55705 Design Piessm (psi) for Sings Windows, AD Anchor Groups WlndO Width Under 23' 25-15116' 27 30' 33.112' 35' 37" wider 23' +901-130 +RW.130 +M-130 +9WA30 +W-130 +SW-130 +9(Y-130 26-16116' +901.130 +901-130 +90f-130 +907-130 +W-130 +=-13D +901-130 3"8' +W-130 +901-130 +W-130 +R01-130 +9W-130 +=-130 +9W-130 48' +9W-130 +9W-130 +9N-130 +9W-130 +9W-130 + W-130 +9W-130 SO&S' +9W-130 +9W-130 +W-130 +9W-130 +BW-130 +901-130 +901-130 Bw +901-130 +9p4130 +W-130 +9W-130 +901-130 +9W-130 +901-130 63' +gW-130 +GW-130 +90f-130 +9W.130 +90f-130 +901-130 +9D1-129.6 72' +9D1-130 +901-130 +90f-130 +901-130 +901.129.1 +90t-172.5 +801.113.8 76' +9W-130 +9W-130 +EO'-130 .130 +90/-124.1 +9W-118.7 +90 .I.. 84' +9W-130 +W-130 +9D'-130 +9W-130 +901.116.4 11 Imdw 2r FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) 'SG'= SIENTRYGLASPBY KURARAY AMERICA , INC. } WINDOW HEIGHT j 1_ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Dealgn Preestae (psQ for Wl do Attached to a Vertical Frame Assembly Tubs DaWp Pmsaum (pal) for Wl d— Attached to a HwkDole Frame Ably 7bbe Wind— Wash uMsr z3. 2&19/16' n.a/a• 3W 33-1fr 3S 3r A-tua Group Anchor G—p Anchor G—p Anehot Gm p Anchor GMUP Anchor Gr, p Anchor Group A9 A0 AO A0 A B C&D A B C8D A B C&D under Zr 28.16116' +m-90 +7N-90 .m-90 +m-90 .m-90 +70/-90 +m-90 +m-90 .M40 +m-90 +m%7.9 +m-90 +701-90 +m-90 +m-90 .m-9D +m.83.e +m-9D +m-90 .70140 +70150 +7W97.9 +m-19.2 +7N-90 +m-90 +7N-90 384W +m-90 +m9e +m-90 +m-90 +m-90 +m-R +m-90 .m-OD +m-90 +7a-90 +7g190 +m90 +7W go 4B' +m-9D +70f.90 +7W-90 +701-90 +701-90 +701-90 +7W-90 +701-90 +70190 +7(11-90 +701-90 +701-90 +7111-90 90-9/8' +701-90 +m-90 +m-90 +7W-90 +701-90 .7W-90 +m-9D 1 .701-90 .7411-90 +70-90 1 .7V-90 +70f-90 .70f-90 67 +m-90 .m-90 +701-90 +7WM +m40 +m-90 +m-90 +7D1-9D .70/-90 +m-90 +m-90 +7WA0 +m-� 9Y +m•90 +70/-90 .7W-90 +m-90 +m90 +m-90 +m-90 +701-90 +m4g +m490 +m-90 +m40 +m-90 72. +m90 +7(Y-90 +7d90 +7W40 +m-90 +m-90 +701-90 +701-90 +m-90 +m40 +7W-90 0W0 90 +m.90 7(• +m-90 +7W +70110 +m-90 .m-90 +m-1ro +m-90 +m-90 .m-90 +m90 +7014D +m-90 +m-90 94- +m-90 +moo +m90 +7W-90 .mom +7W-90 +70/90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SA WLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. T— WIN FRAME HEIGHT ASSEMBLY TUBE 10' TMAX ADDITIONAL I ANCHOR (4). IF REO. • • • • • • • • tNwrH SEE SHEETS 1 S 4 FOR WNSOW ANISIAR • • • • • • • • LOCATIONS AND QUANTITIESAEE Sr r • • • • • • • 3 FOR ANY ADDITIONAL A"ORS• • • • • a • • REQUIRED FOR THE FRAME ASSEMBLY TUBE. • ••• •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • FRAME 10' MAX [ ASSEMBLY TUBE T WINDOW HEIGHT WINDOW I_ ADDmONAL WIDTH tom- ANCHOR (4), W REQ. SEE SHEETS 1 8 4 FOR WNDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCT REVISED zamm.ptlrlea tvfllr dw FlA Oda NOA-N•.Coda 20-0402.02 E=g17 •tia •�11 /20231 /2023 0» tOam pals Z> J d Lu z � oCS U � r J_ LL Z a, Q .. O O d LU NCO N N ❑ 0 Lu Lu O z ❑ go CD Z co X F- O O Z w _n O mO C0 U) LOU oQ { �N ® oNo o �a � m 04 I [ 0 zwm i t U wz� ' i o�v �p1Y L'i Id/y� ICEtlsF' �� S ,k . • No. 58705 tt - %�0� •. � TATE F D.' •b CrsS•FI,ORIDF.•NC, /ON'A� L��E 1 A L`/nW neaten, P.E P.Ed W705 TABLE 11' FOR GLASS TYPES: PRODUCT REVISED 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) ��° � the �a 7) 7/8" LAMI. IG: (3116" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) NOA-No. 20-0402.02 9) 7/8" LAM I. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3116" HS) 11/Z023 -SG- SENTRYGLA Y KURARAY AMERICA, INC. IMF 2 0 WINDOW HEIGHT 1 J J- O Lu SEE SHEETS 18 4 FOR W Ui z V WINOMANCHOR o r Z LOCATIONS AND QUANTITIES. Q TABLE 12: = J U U J lL rcZ Er H mU m 1� O d W N N 0 M 0 Z $ O $ O Cl) Z U LLJ Co OO z W i v r FRAME 8 O O 'c 55 CO) U xi��_ SEMBLY W Q -E t0' MnxTABLE 13: T WINDOWHEIGHT �' a rvo'2oz F1 DDITIONAL z W1 52 ONCHOR U a (4), IF REQ. z v SEE SHEETS 1 8 4 FOR WINDOW ANCHOR `w LOCATIONS AND QUANTITIES. SEE SHEET a 3 FOR ANY ADDITIONAL ANCHORS so 60: REQUIRED FOR THE FRAME ASSEMBLY �. • •• • • • • • •t�.•'LICEIJSF'•%� � SEE SHEETS 1 8 4 FOR".A.-Ce • • • • • • • • • • • _� Q�' ••, A LOCATIONS AND QUANTITIES. SEE �F • • • • • • • • • • No. 58705 3 FOR ANY ADDITIONAL ANCHORS -;� *_ REQUIRED FOR THE FRAME ASSEMBLY TUBE. is 0 NOTES. • • • • • • • • • • /"ONAL E� 11 SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS • • • • • • • • • • • • / 11 1'' II'' 11 \ \ SEE SHEET 4 FOR SNUBBER REOUe7Q�NT3. • • • • • • A LYNN MILER. PE P.E.e sales Design Pressure (pat for 9siple Windows, M Anchor Groups window Width under 23• 2S•151,6• 27-314' 30• 33-1/2• 35• 3T under 23' *9a-130 «gp/-130 +9a-130 +9p/-130 +BDI-130 +9a-130 +9a-13o 2S•1S118' +Ba-130 +ga-130 +Bm-130 +9m-730 +9DI-130 «9DI.,30 +�/-130 3&3�8' t9m-130 t9a-130 +9a-130 +�/_130 +BSI-13o +Bm-13D «Ba-13o 48• «99/-,30 t9a-OW +9a-130 +9a-130 «Bo/-130 «9m-13o *9a-130 50-SIS° +9m-130 a9a-139 aB9/-OW +9a-130 +9a-130 +9DI-130 +9a-130 �• +9m-139 +9a-139 +Bm-130 +9a-,30 +9m-13o +99/-130 +9m_,30 83' +9a-130 aBm-,39 +Bm-,30 a9m-130 +9a-130 a9a-,30 a9m-130 7r +gm-,30 a99/-130 +9p/-130 +9a-130 sea-13o a9a-13o +em-,30 78' +em-139 +9a-139 +ea-,3o +9a-13o +eD/-13o +e0/-i39 +9m-130 Ba• +ea-,39 .>m/-139 awr-13o +9a-t3o +eor-13o Design Pressure (psfl rw WlMsws Attached to a Vertical Fmme Aasambry Tube Window Width m under 23' 25.1518' 27-3/a• 39• 33-L2' 35' 3r Aru;hor Group Armhor Qmup Anchw Grwry Anchor Gmup Anchor Group Aru:hw G mup Anchor Group A B C D A B CSD A B C8D A B C D A B C D A B C D A B C D undw z3• .Trio +rose +rose +Ta-99 +ro-99 .roso .7as6 t7m-90 .roso .7asD +Tm-eo +ro-ee +roeo +lase aro-eo +roso +Ta-se +7m•eo troso sass +lase +7m.se +rose a7aso +7a-90 ,7a-ec zc-,s/,a• +7aso +ro-ee arose «7m-eD +7a-� «7a-eo .7a-eo .7m-99 a7meD +7a-90 +7a-90 .m/.se .7m.99 +7a-90 a7aao +7a-� +7aso +Taeo .lase a7asu .7a.ee +7a-99 +lase +7a.eo +7aeo .7m.eo 38-3r6• +ros0 «7a-79.a «ro-90 tro•90 +7m-ee +7a-eo a7a-ee .7a-eD +roso +roso a7m-90 +Te/•se .ro-90 +ro-90 nmso +roso +roao +7m-eo +7aso «7a-so .7a-so +7a-eD +7a-� +7a-eo +7a-eo «7a-� as• +ro•7e.z +/s1.1 aro-7s, +7a-eo +7m$a.a .7m-eo a7m-eo a7m-7ae +lase +7a-9D +7a-n «7c/•ee +7mso .7a-sD +79/•7e.s +lase +7aao .7a.eo +7a-7s.t a7o/-ec .7a-99 +7a-sa +7aaa9 «7m-sc .7a.90 .7a-99 sove• +ro-7z3 +/sTa «/E9.3 «Ta-eo .7a-�.1 .7a90 .7a-ee «7a-7a.9 «7a-sD +lase +/a9.z +7ase.7 a7m-� +7a-se «7a.74.a +7a-90 +7m-eo .7aeo +7aa,.z +7a-so +7aae +7a-eo ,7a-79.9 +7mae.e +7m-eo +7a-ee 60• +/�1 +/-08.9 +/SB.S *70/-90 +/-87.5 +ro-09.8 +ro-80 +/83.1 +ro.et +ro•90 +/.59.4 +7m-74.9 «7a-08.8 +7a-90 a/-829 +79I.93.9 +Ta-99.3 +7m-99 +/-00.1 +7a�.2 +7a�90 a7a59 +/.89.3 +7a-75.9 «7a-90 «7a-99 83• +f3B.t +/4S5 +/SS.7 a7a�e.7 +/-64.3 «roa32S +ros0 +/60.1 +7a-77.1 +7a-!m +/-SS.B «7a-71.3 +7a-0.5.3 +7a-90 */•59.9 «7a.79.9 r79/-78.5 +7a-80 «/-57.2 +79I-79.4 +7a-90 +791.90 +/-83.1 a79/-723 +7a•SB.S +le/-ee Deafen Pmsaum (pat for Wtrrdows Attached m e Horaontal Frerre Assembly Tuba Wndow Width antler 23' 2S-im18• 27-314' 3? 33-1f2• 35' 3T Anchor Gmup Arxhw Gmup Anchor Group Anchor Group Anchor Group Arxlmr Group Anchor Group AO All An All A B C8D A B C8D A B C80 trailer 23' +7a-Be +7a� +7a-80 +Ta-80 +7W-90 +7a-97.B +Tm-90 +79/-90 +7m-93.9 +7a•80 +7a-80 +7m-79.2 +7m-90 25-15/i6' +79I-99 +7a-90 r7a-90 +7a•89 +7a-90 +7m•90 +7a-80 +7m-90 +7m-BO +7mSe +7a�87.8 +7m-9D +7a•90 38.319• +Tm-90 +Taco +Tm-90 +7a-90 +Ta-ea +7a•90 «Tm-90 +Ta-W +Ta-90 +79/-99 +Ta-90 +Tm-90 +7a-99 � 48• wm-eo +Ta-90 +Ta•90 +TmsD +Ta•eo +Ta•90 +TaaD +Tm-� +To>•eD +7a-eD +7aeo +Ta-ee «Tm•eo x 50.916• *7a-8o t70/AO +7a-90 +7a-g0 +7m•90 +7a-o0 +7o/-1b +7m-90 +7a-90 +7a•90 +7of-90 +7a-90 +Ta-90 90• +Tm-eo +Taeo .Ta-90 «Taco ,Ta-ea +Tmt� +Tm•� +7a-eo +7m-eo +Taeo +Ta-90 +Tmeo «7a.90 83• +Tm-90 .7m� +7a-90 .7m.90 +7a.eo +7W-SO +TaAO +Ta-8o +Tm•90 +Ta-90 +Tm-90 +Ta-80 +Ta-90 7r +Ta-80 .Tm-90 +Ta-90 +Ta•90 +Ta•90 «7a•90 «Ta-9D +Tm-90 +70h99 +Ta-� +Ta•� +7p/-90 +7o/-9p 7S' +Tm-90 +7ase .Ta-Bo +Tmao .7a•w +Ta-90 +Ta-99 +Ta-90 +Tm-90 +TaAo .Tm-9D +7m-9D +7a-96 Ba• eo +Tm-e6 +Ta-ae +Tm•99 +Ta-ao +Ta-ee +Ta-eo T WINDOW FRAME HEIGHT ASSEMBLY TUBE 10• MAX I ADDrnoNAL ANCHOR ~1 (4). IF RED, I I WINDOW 1mDTH ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 14: PRODUCT REVISED 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) ==whh Ow �„d, °PNB- TROSIFOLOPVB BY KURARAY AMERICA, INC. NOA-No. 2041402.02 1112023 0 WINDOW HEIGHT J O WIDTH f1A a c Q SEE SHEETS 1 & 4 FOR LLI fA z V m r WINDOW ANCHOR Z Ur � '.(] LOCATIONS AND QUANTITIES. Z rC c TABLE 15: _ J U U 00 s Z 0 m W d W DO N O �•' U 0 m o w 0 O 00 0 1 Z o o vi Z co 0 0 .. Z W 2 o I m U ,:, co s (� w a Q FRAME p 0 m 0 .y co Iq \ 0 10' MAX �� I-�EMBLV ; i o w w' Q c a° TABLE 16: T WINDOW W HEIGHT WINDOW FRAME o o O1 HEIGHT ASSEMBLY Y n TUBE _ I WINDOW I_ ADDITIONAL o 4 o �7 yOTM t` ANCHOR z (4), IF REQ 10' MAX. w z T SEE SHEETS 1 8 4 FOR WINDOW ANCHOR 1 AODmONAL LOCATIONS AND QUANTITIES. SEE SHEET (ANCHOR 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. I WWDOWI •• ••• • • • • • •• �� CjN I 4' ,� yl WIDD1 1�- • • • • • • • • • �� '�� •'''ICGragF ?�!� SEE SHEETS 1 8 4 FOR WMOOW ANCHOR • • • • • • • • • �.' LOCATIONS AND QUANTITIES. SEE SHEET • • • • • • • • • • • �: 3 FOR ANY ADDITIONAL ANCHORS • • • • • • • • • _ * :' NO. 58705 REQUIRED FOR THE FR ME ASSEMBLY TUBE. -�O • �S A E F 4 NOTES • • • • • • • • %S/ONALN 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • • • • 7j r r / I I I I I t I t t 2) SEE SHEET 4 FOR SNUBBER RL-0UIRf3AENTS. • • • • • • • • • • • : • A LYNN IOLLER, P E. • • • • P.E0 W705 Design Pressure (psf) mr Svtgle Wirtdotem, AI Arxhor Gro ups Wat4aw WIOth order 23' 25.15118• 27.314• 30' 33.1r2' 35' 3T ull�r 23' +7d-90 +7a-90 +7a-90 r7d-SO +7d�80 r70150 r7a.SO 2S15r18' «7a-90 «7dA0 +7a50 «7a->b +7a-90 +7d-� +7a-90 38-318• +7d•� +7dA0 +7d_g0 +7a-90 «7a•90 ,7a�0 +7a-80 4B• r7a.so +7a-9D r7aao .7a-9D «7a-sD +7d-so +7a-sD sosre• wa-so *7a-so .7a-90 +7a-so +7a•Bo +7aao +7a-Bo 80' +7d-90 +7a•80 +7a.Sp +7a-90 +7a-90 *7a•SB.B +7a434.B 63• r7asD *7a-90 +7a-90 +7a-90 +7aA7.2 r7d84 Na-78.8 72' *7a•90 +7d-90 +7a�3.5 +7a-81.5 +SO/-70 +601�.4 +�1-07.8 78' +7(V430 +7d-� +7(y�.3 +7a-70.7 +�/-87.2 +Sa$5.2 +8a61.3 84' +70I�0 +7a-g0 r7a�81.3 +80/-70 +60IA1.8 Deslgn Pressure (psry mr wirdmns Anecne4 m e vertmel Frema Assem6ty Tube Wlydow WWM m under 23' 25.15/16• 27.3/4• 30' 33-1/2' 3s• sr Arwlor Group Anchor Grow Arrchor Group Axhor Grew ArteMr Grarp Arrchor Group Anehor G D®gn P • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Design Pressure Ure9 br Single WSdows, A0 Archer Groups Whdow Width under 2r 25.15118' 27-314' 37 33.1/2' 35' 37' undo rzr +w1-130 +SW-13o +9M-130 +BM-130 +g01-130 +SW-139 +901-130 25-15/18' +9D/-130 +9M-130 +991-130 +9N-13D +BD1-130 +BM-13D +9w-130 38�318' +9N-130 +9D1-130 +9M-130 +901-13D +9M-130 +9M-130 +90/-130 48' +901-130 +9D/-130 +9N-130 +901-130 +911/430 +90/-130 +90/-130 50-SW +9/-130 +W-130 +9M-130 +9W.130 +9M-130 +9M-130 +9M-130 80' +9D1-130 +9M-130 +901-130 +9M-130 +9M-130 +90f-130 +901-130 sy 63' +90/-130 +•S1-130 +9M-130 +9D1-130 +9D/-130 +9M_13o +9D/-130 7r +9D/-130 .1.Z130 +9M-130 +901-130 +90/-124.8 +90/-115.7 78' 1 +W-130 +W-130 +9M-130 +Bill-130 +80/-126.2 +9D/-118.7 +gW-109.8 84' +w1-130 +9111-13D +9M-130 +9D/-13D +90/-118.4 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN -114" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1 /4" AIR - 3/16" AN - .090" SG - 3116" AN) 'SO- SENTRYOLAS SY KURARAY AMERICA• INC. T WINDOW HEIGHT SEE SHEETS 1 & 4 FOR WNDOW ANCHOR LOCATIONS AND QUANTITIES Desgn Pressure (p" br Windows Atteched to a Vedlcel Fame Assembly Tube Wdm m under 23' 25-15116' 27�14' 3(r 30' 33V2' 35' 37' Arclm Group -A--F Archer Group Anchor Group Anchor Group Archon Group Anchor Group Anchor Group 8 T C D A B CBD A B C&D A B C D A 8 C D A B C&D A B C D under 23' +701-M +70190 +701-90 +701-90 +701-90 +701-SO +701-90 +7M-90 +701-90 +701-90 +701-90 +70130 +7M-99 +70f-99 +7W-90 +7(9-W +701-90 +7M-99 +701-90 +7M-90 +7M-90 +701-90 +7M.90 +M-90 +7M-W p� 2B.15118' +70190 +701-90 +701-90 +70190 +7M-90 +701-90 +7M-90 +7M-90 +70f-9D +70/-99 +701-90 +70/-99 +7M-99 +7M-90 +7M-90 +7M-9D +70/-99 +701-9D +701-90 +701-99 +70P90 +701.90 wM-90 +701.90 +701 "0 35-3W +701-99 +7M78.4 +7M-90 +7M-99 +70/-99 +701-90 +701-90 +7M-90 +7M50 +701-90 +7M-99 +701-90 +7M-99 +701-91) +7M-90 +701-90 +7M-99 +701-90 +701-90 +701-9D +7M-90 +701-90 +7M-90 +70f-99 +7M� 48' +7M-78.2 +191.1 +701-73.1 +701-90 +701$4.4 +701-90 +711f-90 +7M 78.9 +y0-90 +701-9D +701-73 +701-90 +7M-90 +70f-9D +7M-7& 5 +7M-90 +701.90 +7M-9D +7M-75.1 +7M-90 +7M 90 .7M92.9 +7M90 +70490 +7M-90 50-SW +701-723 +1-57.9 +1-69.3 +7M-9D +701-80.1 +701-90 +701-90 +701-74.8 +7M-9D +7M-9D +/-69.2 +7M98.7 +7M90 +7019D +7M-74A +7M9D +7M-90 +7M-90 +7M-71.2 +7M90 +7M90 +7M-78.8 +7M-89.8 +7M-91) +7M90 +191 +148.9 +/-58.5 +7M-� ./�7.5 +7M98.8 +7M-90 +/-M.1 +7M91 +7M-90 +/-58.4 +7M-74.8 +7M99.6 +7M-90 +/$2.8 +7W-839 +7M90.3 +7 L7 +/.BD.i +7M90.2 +701 +/.88.3 +701-75.9 +701.90 +7M9p 83• +/.58.1 +1-08.5 N-55.7 +7MA&7 +1.3 +7M825 *7M-90 +190.1 +7M-77,1 +70/-90 +/-55.8 +7M-71.3 +7M-05.3 *7M-w *I99.B +7M-79.9 +7M-78.5 r7M-w +/-57.2 +7M-7B.4 +7(II-90 +1m 1 +7M-723 +7D19g.5 +7M-90 Design Pressure UrstI IN Wodone Abashed to a H_Rka II Frame Assembly Tube Wbdow WhOh order 23' 2S1S/tG 27.3/P 30' 33-1? 35' 3T Arctror Group A &- Qo p Arshw Gray Anchor Group Anchor 6oup Anchor Group Anchor Group AD AD All AO A B C&D A 8 C&D A 8 CBD radar 23' 25.15/18' +701-90 +7d90 +7M-9D +70Lw +7M-w +70/9D +701V +701-9D +70/90 +70-ell +7M97.8 +70190 +7019D +7M-90 +701-w +7M-9O +7M-W.9 +7M4D +7M90 +7w90 +701-W +7NA7.9 +7M-79.2 +711Pw +701-90 +701-90 3S,W +7M-90 +7M-9D +7M9D +701-90 +7M-90 +7M-9D +711F-w +701-90 .70f9D +70f-SD +7M-W +M90 +701-90 48' 50.&F +7M90 +7M90 +7M-9D +701-90 +70190 +7M-90 +7M-90 OW90 +70/-90 +7M9D +7(U-90 +7M-w +70J9D +70190 +701-90 +70190 +7M-9D +7MOO +7M-SO -M90 +711f-W +7M-90 .7M90 +7M90 .701-90 .7M-90 e0- .7M90 +7M-90 +701-90 +7M-90 «7M-w .7M90 +701-90 +7M9D .7M.90 +7M9D +701-90 +701-90 +701-90 ar +701-90 +701-90+7M90 +7000 +7M-w +7M90 +70190 +7M90 +7M-90 +7M90 7701-90 +7M-9D .7M90 7r +70190 +701-90 +70"D +"M 90 +70/-w +7M-w +7M-w .70190 +7O190 +70190 +701-w +7M-9D +701-90 70' +7M90 +7M-w +7a-w +7M90 +7M-w +7M-w +7M-w +7M90 +7M90 +7M90 +7M-90 +70/-W +7M-90 84' +7M-w .7M-w +7M-w .7M9D +7M-w .7M90 I +7M-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10- MAX. FRAME 10' MAXXV.11NDOWADDITIOM11 SEMBLY TBE WINDOW HEIGHT WIDTH NCHOR (4), IF RED_ WUIWWI WIDTH ADDITIONAL ANCHOR (4). IF REQ. I"~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES, SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS • R jQUIRiVOR THE FRAME ASSEMBLY • �Ea • • • • • • • • • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • ••• •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED m-0.011 aCod wAth OW Florida NOA-No.2041402.02 2 J LU (. a UW' (f) Z U U U) U 5O O J i Z W LL H m 0 0 LU Q 6i W N � � � as LU � O m veu Z �CD DO $Q W Z LlJ (L Z LU O O Z g $~ u co �, (D .� ll1 Q O m O ._ 3 U %U LU m Q '"c r c E U $ ® ZN m o oNg r O4 i of m z iwa Fz4. O � U nz a_ Cam.•' �lcerls46 l� Ts f No. 58705 �0 S A�TL� (� F ' SS70IVAL 0 ` ///111111111 A LYNN M01ER, P.E. TARI F" Item [h . d 1 Description Material 1 7002 Main Frame Head, Sin & Jamb 3- Ian. 2 7071 Anchor Plate 6063-T8 Men. 3 70M Sash Top, Bottom & Side Rail 6083•T6 Alan. 4 7D08 Frame Corner Key Steel 5 7009 Sash Comer Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam B 7070 Bulb Weatherstrip .187' x .275' Flax PVC Al 10 1 7024 Maxim MWB-Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Mufti-Lwk Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tte Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, W W<_24° Steel 16 7027 Maxim Dual Arm Operator, W W>24' Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Duel Arm) Steel 22 7023 Egress Flings (Heavy Duty), Manuf. by Tndh Steel 23 7060 Egress Hinga/Weshable (HD), Mamd. by Tnnh Steel 24 Snubber, Ann -blowout Clip Steel 32 1713 Be Stock SW x 3116' x 1-114' EPDM 33 1714 Setting Block 5/32' x 7/16' x 1-1/4' EPDM 35 7035 Lan Bead B 6063-T6 Alum. 38 7042 Lemi Bead C 6063-TB Alum. 37 7058 Lami Bead D 6063-76 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 s0 Dow 791, 899 or 983 Backbedding Silicone 6o 7008 Screen Frame 3105-1-114 Alum. 61 7040 Semen Comer Key Polypropolane 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add an Range 6083-TB Alum. 71 7004 Frame Assy Tube 6063-T8 Alum. 60 #8-32 x 112' Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8 x 1/2' Ph. Pa SMS Stainless Steel 82 #e x stir Fl. Ph. SMS Stainless Steel 83 #8 x 7/8' Fl. Ph. SMS Stainless Steel 84 #8 x 1' Fl. Ph. TEK Stainless Steel 85 #8 x 11' Quad Pn SMS Stainless Steel 88 98 X 1-11T Quad Pn SMS Stainless Steel 87 #10 x 1/2' Ph. PnJ TEK Stainless Steel 89 #10-24 x 9118' Ph. Pn. TYPE F Stainless Steel 90 912 x 1' Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS A A' T P��•' �lCE1JSF /t//(((� * No.58705� �0. ATE F �. /ONAL1,EN�`� A L was P.E. P P e 4e]aS a"- \f", FL 342WO • • (941)GM- 169D • ADDED SAC1a3EDDING. Revision: PRODUCT REVISED m eomYhllug wltb the FkwMa Buudhm Cads BOA No 2D 04Q'1.OY Eawbaum Dabw-swl jam Br 4_ lltam da Produak•C trot • • • Description: 0- 8y BOM AND CORNER VIEW J ROSOWSKI ivy • • • \1T•ate: O'ASEA j;T 6OW DETAILS - LM & SM 0D8/08/12 Series/�6de. Stale: Sheet' DG'9'P Re..: a • CA-146 : NTS 10 OF 11 MD-CA740-LM D ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SILICONE HOT -MELT BUTYL STRU 'CTURAL STRUCTURAL SILICONE 1/4NOM. FOAM 3/16° NOW WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS EXl c(U/ `INT. GLASS C(v/ `INT. GLASS KODISPACE SUPER 1� 4SG TPS tot SPACER® NXT'M REINFORCEMENT POLYISO- BUTYLENE 16' NOM. SEAL ROLL -FORMED _ STAINLESS STEEL EXT. GLASS \—INT.GLASS DESICCANT FILL AREA 5/16' NOM 7—SILICONE SEAL ,o� DURASEALO XL EDGE' eDAf'DD QDArDD GLASS Part# Description Material 100 Kommeriing 4SG TPS Spacer System 101 Quanex Super Spacer nXi with Hat Melt Butyl See this Sheet far 102 Quanex Duraseal Spacer Materials 103 Cardinal XL Edge Spacer .Dar NOM 2.918" .439' 2.764- --1 FRAME HEAD, SILL & JAMB #7002,6063-T6 �1 1.358' n� 1' 095° OANCHOR PLATE #7071, 6063-T6 708' 050' II rry �. 35 BEAD B #7036,6063-T6 �{ �— .17z B777( 37 t BEAD D #7059, 6063-T6 111111; 1; I" ICEN _ No.58705 ATE F i �s''•"40RIOP, •'G\�� 'IS/ONAL 11111tEN `.. A LYNN MILLER, P.E. P.E.059705 3 SASH TOP, BOTTOM & SIDE #7003, 6083-T6 .040' 1.000' .423' --� FIXED 60 SCREEN FRAME #7006,3105-1-114 .885' T 36 sEAD C #7042,6063-T6 1.124" .125' 2.701" .06r 093° 71 FRAME ASSEMBLY TUBE #7OD4. 6063•T6 70 ADDON FLANGE #134,6063-T6 PRODUCT REVISED mil' � bled trim the Florida N0A,K0.�od�s 2041402.02 • • • • • • • Revise 9y4 Date• • Revision• R aan: uD��1112023 •J 13/13/20 NO CHANGES. CHANGES. , • • • • R•.•ise• Date• Reris;on: ado Prude bol of ® 0--ption: Orrin By: EXTRUSIONS 8, SPACERS J ROSOWSKI 1070 TECHNOLOGY DRIVE • N. "*E. FL 34WR • Tai- 066 • • • Date: 0 (941 ae0-1 &0 CASEMf NT TfINDOW DETAILS - LM 8, SM 08/08/12 • • • • • • S Ir a Scale: Sheet: Orating No. Rev: • REGIStirATION #29A6 • • • CA-- : • NTS 11 OF 11 MD-CA740-LM D Or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •