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WS-19-1422147� L Permit Ato.: WS -06-19-1422 Miami Shores Village y Permitryoe=Wilndows/Shutters 10050 NE 2 Ave �TQt�� Miami Shores FL 33138Classiflcatfon. Window/Door Replacement 305-795-2204 Permit Status: Approved Issue Date: 07/01/2419 Expiration: 12/30/2019 Location Address Parcel Number 11 NW 97TH ST, Miami Shores, FL 33150 1131010330290 Contacts BROOKS TRAGASH - Owner SECURE WINDOWS & DOORS Contractor 11 NW 97 ST, MIAMI SHORES, FL 33150 MARTIN LIPTON 7855 NW 46 ST, MIAMI, FL 33166 Business: 3055130705 Description: IMPACT WINDOWS AND DOORS INSTALLATION Valuation: $ 33,862.83 Requests: 305-762-4949 Inspection nRRe e (11 WINDOWS & 3 DOORS) Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $20.40 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $6.80 Scanning Fee $15.00 Technology Fee $6.00 Windows/Shutters Fee $190.00 Total: $294.20 Payments Date Paid Amt Paid Total Fees $294.20 Check # 25555 07/01/2019 $244.20 Check # 25503 06/20/2019 $50.00 Amount Due: $0.00 Building Department Copy 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 Signat ru e: Owner ! Applicant / Contractor / July 01, 2019 Date Page 2 of 2 Miami Shores Village Building Department � g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED JU 2,0 019, BY: FBC Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION (RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: // AIW City: Miami Shores County: Miami Dade Zia: Folio/Parcel#: //- /D/- D_33 - UZ %D Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): r'J 20U/cS %/1 aSN Phone#: Address: // -'I r 7 7 City: /`' q`n i � State: Zip: 3313-D Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: b1z, i leo Phone#:�6 7oJ Address: 4,6 0l Na) / City: Qualifier Name: FL Zip: 33/x, G Phone#: C ,3oSJ .R3— 07of' State Certification or Registration #: 03 46,S D b3 Certificate of Competency M DESIGNER: Architect/Engineer: %iwoS �� J`� Phone#: C, oO,� alo J d'/(iy Address: �3Ce o City: State: Zip: 3 31 73 Value of Work for this Permit: $ 3 3. A(c2 . e3 Square/linear Footage of Work: lvlyy Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:Y�� A r- / Specify color of color thru tile: Submittal Fee $�, M Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (RevisedO2/24/2014) CCF $, DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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 offer 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 Signature OWNER or AGENT C NTRACTOR The foregoing instrument was acknowledged before me this 20 day of 30 20 1 c( by r'of k5 ��CZgQ5�1 , who is personally known to me or who has produced as identification and who did take an oath. The foregoing instrument was acknowledged before me this oD day of l -,l 20 1 q by kaV--4M U (*0 n who is personally known to me or who has produced as identification and who did take an oath. NOT74:BLIC: NOTA71" Sign: Sign:_ Print: Seal•`z•• NotaryPublic-StateofFlorida • = Commission p GG 133987 My Comm. Expires Sep 2,1021 Borded through National Notar/Assn r APPROVED BY (Revised02/24/2014) Print: 04 PIEDRAJ AP& NotaryPublic- StateofFlorida Seal: Commission # GG 133987 My Comm, Expires Sep 2,2021 Bonded thtough National Notary Assn. L Plans Examiner Zoning Structural Review Clerk 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). Acknowledgement: a ifier/O er Signature Date Print Name OFFICE OF ME PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-033-0290 Property Address: 11 NW 97 ST Miami Shores, FL 33150-1732 Owner BROOKS TRAGASH Mailing Address 11 NW 97 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,983 Sq.Ft Living Area 1,869 Sq. Ft Adjusted Area 1,806 Sq.Ft Lot Size 10,200 Sq.Ft Year Built 1948 Assessment Information 2018 2017 Year 2018 2017 2016 Land Value $224,744 $224,744 $224,744 Building Value $135,450 $125,698 $125,698 XF Value $21,694 $21,882 $22,069 Market Value $381,888 $372,324 $372,511 Assessed Value 1 $381,888 $372,324 $372,511 Benefits Information Benefit I Type 2018 2017 2016 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 21 & 22 BLK 129 LOT SIZE 100.000 X 102 OR 19299-3341 08 2000 1 COC 26343-4105 03 2008 5 Generated On : 5/23/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value 1 $381,888 $372,324 $372,511 School Board Exemption Value $0 $0 $0 Taxable Value 1 $381,888 $372,324 $372,511 City Exemption Value $0 $0 $0 Taxable Value 1 $381,888 $372,324 $372,511 Regional Exemption Value $0 $0 $0 Taxable Value $381,888 $372,324 $372,511 Sales Information Previous OR Sale Price Book- Qualification Description Page 01/22/2018 $520,000 30841- Qual by exam of deed 4935 05/15/2015 $177,500 29621 Affiliated parties 3318 03/01/2008 $100 26343- Sales which are disqualified as a result of 4105 examination of the deed 08/01/2000 $152,000 19299 Sales which are qualified 3341 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 Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: SECURE O WiNDaWS 8 DORS SECURE CONTRACT NUMBER: 2mL x1047 Date.- THIS ate:THIS DOCUMENT AND ATTACHMENTS CONSTITUTES A CONTRACT BY AND BETWEEN: SELLER: Secon Window & Door Inc. (HEREIIv amm "SEcURE") LICENSE No's. 03BS0322 / CGC 1505491 AND LEGAL OWNER OF PROPERTY: BROOKS TRAGASH (HEREINAFTER" OwNER") OWNER'S PHONE NUMBER 3OS��S= 165 CELL NUMBER OWNER'S EMAILB?'RA��lSFI1sLDCsURRIl COM ADDRESS OF JOB OR PTtoPEItTY:1�97th Sf.REE1�`, � , M1�111�'SHORES, FL 33150 Folio#:11-3101-43294 JOB CONTRACTOR (IF SECURE NOT IN DIRECT PRIVITY WITH OWNER): (HERRMAFM "CONTRACTOR') CONTRACTOR'S LICENSE NUMBER EMAIL CONTRACTOR ADDRESS CONTRACTOR PHONE NUMBERS) CONTRACTOR CONTACT PHONE NUMBER (NOTE CONTRACTOR AND OWNER ARE USED INE RCHANGEABLY IN THIS AGREEMENT AND MAY BE REFERRED TO AS "BUYER') ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOUA "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. OWNERS SIGNATURE: DATE: 20 Imo. (NOTE A SUBCONTRACT S SIGNATURE HERE IS INSUFFICIENT BY FL .LAW) Page 1 of 6 BUYER'S INTTrAT C�T'. ECURE W.fNOOWS & DOORS SECURE AND BUYERS HEREBY AGREE TO THE FOLLOWING SALE OF GOODS AND SERVICES AS INDICATED BELOW: • FURNI SSI & INST�4LL PGT WINGUARD yYINDOii�S' & CGI SENTINEL SWING DOORS • UWPACT LAMINATED GLASS / CLEAR TINT / WHITE FRAMES • ALL PRODUCT SPECIFICATIONS AS PER ADDENDUM "A" TOTAL CONTRACT PRICE OF THESE GOODS AND SERVICES: S JJ -"862 83 PAYMENT FOR THESE GOODS AND SERVICES ARE TO BE AS FOLLOWS: a) DEPOSIT 72,696.59 b) DUE UPON RECEIPT OF CITY PERMIT N/A C) DUE UPON COMMENCEMENT OR UPON GOODS BEING HELD IN STORAGE AT SECURE'S WAREHOUSE OR IF DELIVERY AND/OR INSTALLATION NOT INCLUDED lO,}696 S9 d) UPON SUBSTANTIAL INSTALLATION 7,083 37 e) UPON FINAL INSPECTION 3,386 28 fl TOTAL S 33,862.83 SCOPE OF WORK INCLUSIONS: 1. PRODUCT INSTALLATION. 2. UNLOAD AND DISTRIBUTE UNITS TO REQUIRED LOCATION. 3. SET AND SHIM UNITS PLUMB, LEVEL AND SQUARE IN OPENINGS 4. ANCHOR UNITS IN ACCORDANCE WITH TESTED PROTOCOLS AND FLORIDA BUILDING CODE. 5. EXTERIOR CAULKING BEFORE STUCCO. OPTIONAL INCLUSIONS NW mr APPr-AWZ DICUMED DicumBD c c M REMOVAL OF AND DISPOSAL OF EXISTING WINDOWS AND DOORS c c C REMOVAL OF SHUTTERS, IRON BARS OR OTHER OBSTRUCTIONS c C 0 ANY STUCCO OR PATCHING. c ANY DRYWALL OR PLASTER PATCHING. C LIQUID FLASHING OF ENTIRE OPENINGS MATERIAL & APPLICATION OF BLUE MAX PROTECTIVE FILM TO EXTERIOR & INTERIOR OF WINDOWS AND DOORS nvrrrALs: A-37. Page 2 of 6 BUYER'S t INSTALLATION OF BUCKS INCLUSION OF COLUMN COVERS AND/OR BREAK METAL c C 0 ANY STUCCO OR PATCHING. c ANY DRYWALL OR PLASTER PATCHING. C LIQUID FLASHING OF ENTIRE OPENINGS MATERIAL & APPLICATION OF BLUE MAX PROTECTIVE FILM TO EXTERIOR & INTERIOR OF WINDOWS AND DOORS nvrrrALs: A-37. Page 2 of 6 BUYER'S S'ECURE INDOWS & DOOR$ SCOPE OF WORK EXCLUSIONS: I. INTERIOR FINISHES I.E. WOOD TRIMS OR WOOD CASINGS, WINDOW SILLS, THE FLOORING AND/OR INTERIOR MULLIONS COVERS OF ANY KIND. (UNLESS OTHERWISE SPECIFIED) 2. INTERIOR PRMU NG OR PAINTING. 3. ANY ROUGH BLOCKING OR BUCKS. (UNLESS OTBERWISE SPECIFIED) 4. FINAL CAUIXMG AFTER STUCCO AND/OR PAINT. S. WINDOW WASHING OR FINAL CLEANING. 6. WINDOW AND DOOR MARKS THAT ARE EXCLUDED FROM OR NOT LISTED ON PROPOSAL OR ADDENDUM. 7. STRUCTURAL STEEL THAT IS REQUIRED TO INSTALL THE GLAZING SYSTEM BUT IS NOT PART OF THE STRUCTURE. 8. RENTAL EQUIPMENT FOR HOISTING. 9. PROTECTION OF WINDOWS AT JOBSTTE AGAINST VANDALISM, FIRE, TBWT OR DAMAGE BY OTHER TRADES. ALL CONTRACT PRICES OR QUOTATIONS THAT INCLUDE PERMIT FEES, SHOP DRAWINGS, AND ENGINEERED CALCULATIONS ARE DONE SO AS AN ALLOWANCE. PLEASE SEE SECTION 14.1 BELOW FOR COMPLETE EXPLANATION) I) SCOPE OF CONTRACT: THIS CONTRACT AND ITS ATTACHMENTS CONSTITUTE THE FULL SCOPE AND AGREEMENT BY AND BETWEEN SECURE AND BUYERS. ANY DISCUSSIONS OR ORAL REPRESENTATIONS MADE PRIOR TO THIS CONTRACT ARE MERGED INTO THIS CONTRACT. ANY CHANGES MADE SUBSEQUENT TO THIS CONTRACT SHALL BE EVIDENCED BY A SEPARATE WRITING AND WILL BE SIGNED BY BOTH SECURE AND BUYER OR SHALL BE DEEMW A NULLITY. 2) DAMAGES AND RESPONSIBII.ITY TO PREMISES RELATED TO INSTALLATION. OCCASIONALLY, THE INSTALLATION OF NEW WINDOWS AND/OR DOORS RESULT IN DAMAGE TO CARPET, TILE, Wim, WALLPAPER, WINDOW SINS, WINDOW TREATMENTS OR OTHER FINISHES. UNLESS OTHERWISE AGREED TO IN WRITING PRIOR TO DELIVERY AND INSTALLATION, THE WINDOW TREATMENTS WILL BE REMOVED BY BUYER AND REINSTALLED AFTER INSTALLATION BY BUYER SCREENS AND/OR DOORS WIRED FOR ALARMS WILL SOMETII s NEED TO BE REWIRED AND THE COST AND RESPONSIBILITY FOR SAME WILL BE ON THE BUYER UNDER NO CIRCUMSTANCES WILL SECURE BE RESPONSIBLE TO REPAIR, REPLACE, PROVIDE OR OTHERWISE INSTALL ANY FINISHES DAMAGED OR REMOVED DURING THE INSTALLATION PROCESS. SECURE IS NOT RESPONSIBLE FOR WINDOW CLEANING, ELECTRICAL WORK (AS RELATED TO THE ALARM OR STRUCTURAL MODIFICATIONS REQUESTED BY THE BUYER) OR PAINTING. 3) STRUCTURAL ISSUES ON EXISTING PROPERTIES: OCCASIONALLY STRUCTURALLY CONCEALED DEFICIENCIES IN WINDOW AND DOOR OPENINGS, ESPECIALLY MORE COMMON IN OLDER HOMES, MAY ARISE DURING SECURE' S INSTALLATION. SECURE WILL IDENTIFY THESE ISSUES AND COSTS TO RECnFY, WILL PROVIDE THE BUYER A DETAILED COST TO REPAIR AND WILL COMMENCE THOSE REPAIRS ONLY UPON BUYER'S WRITTEN APPROVAL OF SAME. 4) WINDOWS AND DOORS ARE ALL MADE TO ORDER ALL WINDOWS AND DOORS ARE MADE To ORDER. ACCORDINGLY, ONCE ORDERED FROM MANUFACTURER OR CUSTOM MADE BY SECURE, NO CANCELLATIONS AND/OR ORDER CHANGES WILL BE MADE. SHOULD SECURE AGREE TO ANY CHANGES (BY LIMITED EXAMPLE TO STYLE, SIZE, FRAME COLOR, GLASS COLOR AND THE LIKE THOSE CHANGES WELL NEED TO BE MADE IN WRITING AND EVIDENCED BY A SIGNATURE OF BOTH SECURE AND BUYER 5) STORAGE OF ORDERED GOODS AND MATERIALS BY SECURE: UNLESS DELIVERED DIRECTLY TO THE JOBSTTE ONCE MANUFACTURED, SECURE WILL HOLD MANUFACTURER PRODUCED MATERIALS NO LONGER INTITAIS .A &`T . Page 3 of 6 BUYER'S 15ECUREn WINDOWS & DOORS THAN FIFTEEN (15) CALENDAR DAYS FROM TTS DATE OF DELIVERY TO SECURE. AFTER FIFTEEN (15) DAYS, REASONABLE STORAGE CHARGES WILL ACCRUE FOR NO MORE THAN AN ADDITIONAL SEVENTY-FIVE (75) DAYS. UNDER NO CHtCUMSTANCES, WILL SECURE BE RESPONSIBLE TO HOLD MATERIALS LONGER THAN NINETY (90) DAYS AFTER MATERIAL DELIVERY TO SECURE. SHOULD SECURE AGREE TO HOLD MATERIALS BEYOND NINETY (90) DAYS (AND SUCH AGREEMENT EVIDENCED BY A WRITING EXECUTED BY SECURE THAN EACH EXTENSION SHALL BE NO MORE THAN THIRTY (30) DAY INTERVALS. IF NO AGREEMENT IS ENTERED TO HOLD MATERIALS BEYOND THE NINETIETH (90') DAY, THAN THE MATERIALS MAY BE SOLD AND/OR DESTROYED BY SECURE WITHOUT PROVIDING BUYER ANY SETOFF AS TO SAME. IT SHOULD BE FURTHER NOTED THAT UPON THE COMMENCEMENT OF ANY GOODS AND/OR MATERIALS BEING STORED BY SECURE, PAYMENT IN FULL IS EXPECTED UNDER THE CONTRACT AND THAT SECURE RESERVES THE RIGHT TO HOLD SUCH GOODS AND/OR MATERIALS UNTIL PAYMENT IS MADE IN FULL. 6) STORAGE OF ORDERED MATERIALS AND GOODS ONCE DELIVERED TO JOBSITE: ONCE DELIVERED TO JOBSTIE, SECURE IS NOT RESPONSIBLE FOR SECURITY AND/OR PROTECTION OF TIE MATERrAi S. BUYER ASSUMES AND ACCEPTS FULL RESPONSIBILITY FOR THE PROPER STORAGE AND SECURITY TO MATERIALS AND GOODS. 7) DELAYS: DELAYS IN DELIVERIES RESULTING FROM STRIKES, LABOR DIFFICULTIES, FIRE, HURRICANES OR OTHER CASUALTY(IE:'S1 DELAYS IN PERMITTING OR PERMnTING APPROVAL BY A GOVERNMENTAL AUTHORITY OR ANY OTHER CASES BEYOND THE CONTROL OF SECURE SHALL NOT BE GROUND FOR CONTRACT CANCELLATION AND/OR SETOFF FOR DELAY. s) WARRANTIES: WARRANTIES ARE LIMITED ON ALL ORDERS TO THE MANUFACTURER'S WARRANTY FOR TBE GOODS AND/OR MATERIALS BEING DELIVERED. SECURE WILL SUPPLY BUYER UPON REQUEST FOR ANY WARRANTY INFORMATION BEING SUPPLIED BY THE MANUFACTURER FOR SERVICES BEING SUPPLIED BY SECURE, THE SERVICE WARRANTY IS LIMITED TO TWELVE (12) MONTHS FROM DATE OF COMPLETION OF THE INSTALLATION. OCCASIONALLY, GOVERNMENT REGULATIONS CHANGE THE MANUFACTURING STANDARDS SET FOR MATERIALS AND GOODS. SECURE RESERVES THE RIGHT TO SEEK A WAIVER TO DEVIATE FROM THE STANDARD ONCE AN ORDER HAS BEEN PLACED WITH THE MANUFACTURER. IF SUCH GOVERNMENTAL AGENCY APPROVES THE DEVIATION, BUYER SHALL ACCEPT SAME. IT SHOULD FURTHER BE NOTED THAT IN CIRCUMSTANCES WHERE SECURE IS NOT DOING THE INSTALLATION BUT SARPLY SELLING AT OUR WAREHOUSE AND/OR DELIVERING MATERIALS AND/OR GOODS, SECURE HAS NO KNOWLEDGE OF THE WHERE AND HOW THAT THE SAME IS BEING INSTALLED AND/OR USED. BUYER HAS SELECTED THE TYPE, SIZE, COLOR, STYLE, DESIGN AND QUANTITY OF MATERIALS. BUYER HAS REVIEWED THE SAME AND AGREES THAT THEY ARE CORRECTLY STATED IN THIS CONTRACT. WHERE BUYER AND/OR BUYER'S AGENTS (EXCLUDING SECURE) ARE INSTALLING, BUYER AGREES THAT SECURE WILL NOT BE RESPONSIBLE FOR CONSEQUENTIAL DAMAGES DUE TO DEFECTS IN MATERIALS OR IMPROPER INSTALLATION. WHERE SECURE IS INSTALLING, ANY BROKEN GLASS, TORN SCREENS, SCRATCHED GLASS, SCRATCHED FRAMES OR OTHER DEFICIENCIES MUST BE REPORTED TO SECURE AT THE TIME OF INSTALLATION. IF SUCH DAMAGES OR DEFICIENCIES OCCUR AFTER INSTALLATION THEN SECURE WILL REPAIR SAME AT AN ADDITIONAL COST TO THE BUYER. CLEANING OF LABELS FROM GLASS SHALL BE BUYER'S RESPONSIBILITY UNLESS SPECIFICALLY NOTED IN WRITING TO THE CONTRARY AT TIME OF CONTRACT. 9) IRIDESCENCE, INTERFERENCE AND DISTORTION: WHEN USING HEAT -STRENGTHENED GLASS, A SLIGHT DISTORTION AND/OR IRIDESCENCE AND/OR INTERFERENCE IS NORMAL. IRIDESCENCE REFERS TO PHYSICAL EFFECT RESULTING FROM THE DISTRIBUTION OF THE INTERNAL STRESS OF THE GLASS. PERCEPTION OF DARK -COLORED RINGS, AND/OR STRIPES OF POLARIZED LIGHT WHEN OBSERVED THROUGH A POLARIZED LENS, IS POSSIBLE DEPENDING ON THE ANGLE ONE IS VIEWING THE GLASS. INTERFERENCE REFERS TO THE PRISM EFFECT OF INSULATED GLASS WHEN LIGHT IS TRANSbIITIED THROUGH TT. IT IS SOMETIMES VISIBLE IN THE FORM OF COLORED STRIPES OR RINGS ON THE SURFACE OF THE GLASS. THESE AND OTHER TYPES OF DISTORTION DO OCCUR IN HEAT -STRENGTHENED GLASS AND ARE USUALLY SLIGHTLY DETECTIBLE. ALL ARE NORMAL AND ARE NOT DEFECTS IN THE GLASS OR THE WORKMANSHIP AS TO SAME. 10) PERMITS: WHERE INSTALLATION IS NOT PART OF THIS AGREEMENT, IT SHALL BE THE BUYER'S RESPONSIBILITY TO OBTAIN PROPER PERMITTING FROM THE APPLICABLE GOVERNMENTAL AUTHORITY FOR THE INSTALLATION OF ANY GOODS AND/OR MATERIALS SOLD BY SECURE. IN THOSE CIRCUMSTANCES, THE BUYER WAIVES ANY RESPONSIBILITY SECURE MAY HAVE RELATED TO PERMITTING WHERE SECURE IS INSTALLING THE INITIALS: Page 4 of 6 BUYER'S SIECUOROfl GOODS, nM STEP FOLLOWING THE ENTRY INTO THIS CONTRACT SHALL BE OBTAINING PROPER PERNII MO AND THIS SHALL BE DONE PRIOR TO ANY INSTALLATION. ALL ATTEMPTS WILL BE MADE TO OBTAIN THE PERMIT WITHIN THIRTY (30) DAYS OF CONTRACT. IN CERTAIN CIRCUMSTANCES, THAT TIME FRAME MAY NEED TO BE EXTENDED. IF THE PERMIT IS BEING PULLED UNDER SECURE's LICENSING THEN BUYER AGREES TO FULLY COOPERATE AND MAKE AVAILABLE HM41ER/11HEIR PREMISES TO ALL NECESSARY GOVERNMENTAL AGENCIES FOR INSPECTIONS AND/OR TO SECURE FOR ANY REPAIRS OR MODIFICATIONS SUCH GOVERNMENTAL AGENCY MAY REQUIRE .IN FAILING TO DO SO, ALL SUMS DUE UNDER THE CONTRACT SHALL IMMEDIATELY BECOME DUE AND PAYABLE. FURTHERMORE, SECURE RESERVES THE RIGHT IN THOSE CIRCUMSTANCES TO HAVE THE PERMIT TRANSFERRED TO THE NAME OF THE OWNER AND/OR BUYER 11) RESIDENTIAL PROPERTIES AND CONSTRUCTION DEFECTS: SECURE MAKES A SINCERE ATTEMPT TO SATISFY ALL ITS CUSTOMERS' REQUIREMENTS. HOWEVER, OCCASIONALLY A BUYER WISHES TO MOVE FORWARD WITH LEGAL ACTIONS AGAINST SECURE FOR CONSTRUCTION DEFECTS. PLEASE NOTE THAT AS A PREREQUISITE TO THE FILING OF ANY SUCH SUIT, BUYER MUST STRICTLY COMPLY WITH THE REQUIREMENTS SET FORTH IN FLORIDA STATUTES, CHAPTER 558. THIS INCLUDES BUT IS NOT IRA= TO BUYER GIVING SECURE THE FOL.IOWING: A) WRITTEN NOTICE DETAILING THE DEFECT(S) COMPLAINED OF; B) SEC[JRE'S OPPORTUNITY TO INSPECT THE DEFECT; AND C) ALLOW SECURE A REASONABLE OPPORTUNITY TO REPAIR AND/ORPAY FOR THE ALLEGED DEFECT (THOUGH YOU ARE NEITHER OBLIGATED NORREQUIRED TO AccEPT ANY OFFER TO REPAIR BEING MADE). , 12) LEGAL PROVISIONS: CONSISTENT WITH THE PAYMENT SCHEDULE SET FORTH IN TIME CONTRACT, PAYMENT IS EXPECTED ON A TIMELY BASIS. FAILURE TO MAKE SAID PAYMENT IN A TAMELY MANNER SHALL BE DEEMED PAST DUE AND WILL RESULT IN INTEREST BEING CHARGED AT THE MAXIMUM RATE PERMITTED UNDER FLORIDA LAW. TRIAL BY JURY, ON ANY MATTERS ARISING EITHER FROM THIS CONTRACT OR ANY COUNTERCLAIM ARISING FROM TffiS CONTRACT, SHALL BE SPECIFICALLY WAIVED. IN ANY ARBITRATION, LITIGATION, OR OTHER METHOD OF DISPUTE RESOLUTION, THE PREVAILING PARTY SHALL BE ENTITLED TO ATTORNEYS' FEES AND COSTS ON ANY SUCH ACTION, INCLUDING ANY SUBSEQUENT APPEALS TO ANY DECISION RENDERED BY ANY TRIBUNAL. SHOULD THE PARTIES AGREE TO ARBITRATION, THIS SHALL NOT SERVE AS A WAIVER OF ANY LIEN RIGHTS PERMITTED SECURE OR BUYER UNDER THE CONSTRUCTION LIEN LAW, FLORIDA STATUTES, AND CHAPTER 713. VENUE OF ALL ACTIONS (EXCLUDING THOSE ACTIONS WHERE SECURE IS ENFORCING ITS CONSTRUCTION LIEN RIGHTS ON PROPERTIES LOCATED OUTSIDE OF MIAMI DADE COUNTY) SHALL BE IN MIAMI DADE COUNTY, FLORIDA. 13) OWNER'S RIGHT TO CANCEL ON HOME SOLICITATION SALE: IF THIS CONTRACT WAS SOLIcrTED AS PART OF A HOME SOLICITATION SALE (AS DEFINED UNDER FLORIDA LAW), AN OWNER MAY CANCEL THIS AGREEMENT BY PROVIDING WRITTEN NOTICE TO SECURE AT TITS ADDRESS BELOW EITHER IN PERSON OR BY CERTIFIED MAIL. THIS NOTICE MUST A) STATE THAT OWNER NO LONGER WISHES THE GOODS OR SERVICES CONTRACTED TO; B) BE SIGNED BY THE OWNER; C) BE DELIVERED OR POSTMARKED BEFORE MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE AGREEMENT WAS SIGNED. DURING THE RIGHT TO CANCEL PERIOD, SECURE RESERVES TITS RIGHT NOT TO PLACE THE ORDER WITH ITS MANUFACTURERS OR SUPPLIERS. IF OWNER CANCELS THE AGREEMENT WITHIN THIS TIME FRAME, SECURE MAY NOT KEEP ALL OR PART OF A CASH DOWN PAYMENT. 14) ADDITIONAL TERMS AND/OR CONDITIONS SPECIFIC TO THIS CONTRACT: (1) PERMIT FEES, SHOP DRAWINGS, ENGINEERED CALCULATIONS, AND PROCESSING FEES VARY STRONGLY PER JOB AND PER MUNICIPALITY. OUR PERMIT VALUATION IS AN ESTIMATE, IT INCLUDES A $250 ADMINISTRATION & PROCESSING FEE, AND IT AS AN ALLOWANCE OF THE CONTRACT. TIIIS (2) CAN BE MORE OR LESS THAN THE QUOTED AMOUNT AND IS THE SOLE RESPONSIBILITY OF THE HOME OWNER OR YOUR CONTRACTOR IF OTHER THAN SECURE WINDOWS AND DOORS. IF THE ALLOWANCE DOES NOT COVER THE COST OF THIS PROCESS AN ADDITIONAL PAYMENT WILL BE REQUIRED. OUR ESTIMATED ALLOWANCE FOR THIS CONTRACT LS $ 2,000.00 Page 5 of 6 BUYER'S tiCUREDOWS $ DOORS (3) 15) FLORIDA HOMEOWNERS CONSTRUCTION RECOVERY FUND: PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT CONSTRucnoN ImusTRY RECOVERY FUND 1940 NORTH MONRUE STREET, SUITE 42 TALLAHAssEE, FL 32399 TELEPHoNE: (850) 921-6593. PLEASE REVIEW CAREFULLY BEFORE SIGNING. SECURE WINDOWS AND DOORS, INC. (SECURE) 8601 NW 61 STREET MIAMI FLORMA 33166 (305)513-0705 DATE: �- -H6R4AGENT OR SALESPERSON OWNER (OR CONTRACTOR) DATE: (0 3 (IF DATE LEFT BLANK IT SHALL BE THE DATisioNiD BY SECURE) TFIIs CONTRACT IS SUBJECT TO FINAL APPROVAL BY AN OFFICER OF SECURE WINDOWS AND DOORS DATE: SECURE WINDOWS AND DOORS OFFICER Page 6 of 6 BUYER'S INTITAIS: �•� A= PGT (2)31-3/4X38-3/8 CSMT(SIDES) H= PGT 26X38 AW L= PGT 27-1/2X50 CSMT M= PGT 24-3/4X24-3/4 AW 51 5/16 LAMI ANN/ANN 5/16 LAMI ANN/ANN 5/16 LAMI ANN/ANN { NOA# 17-0614.14 NOA# 14.20 NOA# 17-0614.14 NOA# 17-0614.20 \ PGT 63-1/2X38 FCSMT (CENTER) I= PGT 37X75 W 7/16 LAMI ANN7ANN 7/16 LAMI ANN/HS L1=PGT 50-1/2X50 FCSMT N= CGI 33X81-3/4 DOOR NOA# 17-0614.15 NOA# 18-0430.05 7/16 LAMI ANN/ANN 7/16 LAMI ANN/ANN UNITED CSMT/FCSMT/CSMT J= PGT (3)67-1/4X75 PW NOA# 17-0614.15 NOA# 17-1226.05 (2)MULL lX2-314X318X39 7/16 LAMI ANN/ANN L2=PGT 27-1/2X50 FCSMT NOA# 17-0630.01 .01 NOA# 18-0430.05B= CGI /2X82 DOOR UNITED PW/PW/PW 5/16 LAMI ANN/ANN 7/16 LAMI ANN/ANN MULL 1X4X3/8X75 NOA# 17-0614.15 NOA# 17-1226.05 1 UNITED UL1/L2 BROOKS TRAGASH K=CGI 72X79-1/2 DOOR C= PGT (2L35 -7/8X50-7/8 MULL 1X2-3/4X3/8X51 5/16 LAMI ANN/ANN (2)11-5/8X79-1/2 NOA# 17-0630.01 11 NW 97 ST.MIAMISHORES.M.331 SO NOA# 17-0614.14 (Self -Mating Sidelite) I PGT 71-5/8X50-7/8 FCSMT (CENTER) 7/16 LAMI ANN/ANN RECEIVED NOA# 17-1226.05 7/16 LAMI ANN/ANN NOA# 17-0614.15 J N 2 0 2019 ' Ord UNITED CSMT/FCSMT/CSMT (2)M LL - 4X 8 1L2 , NOA# 17-0630.01 BY. D= PGT 26-3/4X50-7/8 CSMT COPY 5/16 LAMI ANN/ANN L1 MULL 1X2-3/4X3/8X51 NOA# 17-0614.14 MASTER D1=PGT 53-5/8X50-7/8 FCSMT BEDROOM L OK MULL 1X4X3/8X75 7/16 LAMI ANN/ANN L NOA# 17-0614.15 D2=PGT 26-3/4X50-7/8 FCSMT EGRESS 5/16 LAMI ANN7ANIT- NOA# 17-0614.15 Existing Steel Column UNITED D/D1/D2 MULL 1X2-3/4X3/8X51 O MULL 1X2-3I4X3/8X51 NOA# 17-0630.01 TV ROOM E= PGT. 37X5 G G 1 5/16 LAMI AN O MASTER BATH O NOA# 17-0614.14 2 UVS - 0 (p - Ql -1 4 2 Nv PGT 37X50-1/2 FCSMT 5/16 LAMI A N A s _, z.�l��c E S +iill�gC TH EGRESS O NOA# 17-0614.15 r---------- F UNITED CSMT/FCSMT DATE MULL 1X2 3/8X51 MULL1X2-3/4X3/8X 1 { n_ ,- �` t D BY _ NOA# 17-0630.01 F= PGT 37X50-1/2 CSMT �;, ; BEDROOM GRE 5/16 LAMI ANN/ANN j ZO� svU DEPT NOA# 17-0614.14 t r PGT 37X50-1/2 FCSMT E �3LDU DEPT 'G 5/1 / - NOA# 17-0614.15 • * : • • : : • • EGRESS UNITED CNT/FC '; ; ; ;.; ', O R.IE CT 1 O c;Oti''Pl_IANCF_ WITH ALL FEDERAL MULL 1X /4%3(8x`51• • • • • • • NOA# 17-0610.01 �• �� S Af E /\ ],� COUNTY RULES AND REGULATIONS MULL 1X2 -3/4%3/8X51 O G= PGT 27-3/4X50-1/2 CSMT E 5/16 LAMI AN /A KITCHEN FOYER LIVING ROOM NOA# 1Z-O61d.3d . . . . . G1=RGT 5 ? X5 -1/ F S • BEDROOM 7r • • • . NOA# 17-t614.15' • • • • G2=PGT 27-3/050-1/2 FCSMT O 5/16 LAMI ANN/ANN MULL 1X2-3/4X3/8X51 NOA# 17-Oi 4.1 • • • • • • • UNITEDG/G1/G1 :•: : : O D 9 D2 MULL 1X2 -21C4 1•MULL 1X2-3/4X3/8X51 NOA# 17-06200.0 : • • i • : i MULL 1X2 -3/4%3/8X39 Client Project Name: Project Desc. ALwFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Secure Windows & Doors Tragash Residence 11 NW 97th Street Miami Shores, FL 33150 AFC Number: 19-0355 Building Height (ft.) : 15' Design Criteria: i, Florida Building Code 2017 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: Date: Jun 5, 2019 Engineered By: SOMA L Checked By: • K - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: - Site Specific Windloads v�� 1 � 2019...... Disclaimer: - This document is not valid without the embossed seal of an engineer • • • • employed by Al-Farooq Corporation. • • • • - No portion of this document may be used or reproduced in any manner. • Unless authorized by signing professional Javad AhmadS-0.11 EB C.A.N. #3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooa@afceng.com .... ...... .. .... % . L#.70592: • •': 0.:..0 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooa@afceng.com Secure Windows & Doors Coefficient Kh 0.85 Velocity Pressure Evaluated @z [qz] (Ib/f A2) Tragash Residence 11 NW 97th Street Miami Shores, FL 33150 Coefficient Kzt •• Engin eeis Seal e Engineers Name And Signature Design Date Design Reference Number • • • • : 6/5/2019 4:58:33 PM SS -19-0355 Wind Speed (mph) 175 Mean Roof Height [h] (ft) 15.011 Importance Factor 1.00 Height Above Gnd. Level [z] (ft) 15.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope (deg.) >10 Type of Building With Impact Protection 1.00 Coefficient Kz 0.85 Coefficient Kd 0.85 56.64 Velocity Pressure Evaluated @h [qh] (Ib/ft^2) 56.64 •• Engin eeis Seal e Engineers Name And Signature Design Date Design Reference Number • • • • : 6/5/2019 4:58:33 PM SS -19-0355 WINDOW AND DOOR SCHEDULE 11NW 97 ST,MIAMI SHORES,FL,33150 MK # NOA# UNIT TYPE I UNIT NAME SERIES IMPACT TYPE SIZE (IN) W X H APPROVED PSF (+/-) CALCULATED PSF (+/-) RE MARK COMMENTS PGT A 17-0614.14 CSMT "CA -740" 5/16 LAMI ANN/ANN (2)31-3/4X38-3/8 70.0/90.0 40.1/53.7 OK (SIDES) 17-0614.15 FCSMT "CA -740F" 7/16 LAMI ANN/ANN 63-1/2X38 90.0/97.6 40.1/43.5 OK (CENTER) CSMT/FCSMT 17-0630.01 MULLVERT "PGT" (2)1X2-3/4X3/8X39 170.0/170.0 40.1/48.6 OK B 17-1226.05 DOOR "160 SENTINEL" 7/16 LAMI ANN/ANN 38-1/2X82 80.0/80.0 40.1/43.5 OK C 17-0614.14 CSMT "CA -740" 5/16 LAMI ANN/ANN (2)35-7/8X50-7/8 70.0/74.3 40.1/43.5 OK (SIDES) 17-0614.15 FCSMT "CA -7401'" 7/16 LAMI ANN/ANN 71-5/8X50-7/8 81.3/81.3 40.1/43.5 OK (CENTER) CSMT/FCSMT 17-0630.01 MULLVERT "PGT" (2)1X2-3/4X3/8X51 140.0/140.0 40.1/43.5 OK D 17-0614.14 CSMT "CA -740" 5/16 LAMI ANN/ANN 26-3/4X50-7/8 70.0/90.0 40.1/43.5 OK (LEFT SIDE) D1 17-0614.15 FCSMT "CA -740F" 7/16 LAMI ANN/ANN 53-5/8X50-7/8 89.1/89.1 40.1/43.5 OK (CENTER) D2 17-0614.15 FCSMT "CA -740F" 5/16 LAMI ANN/ANN 26-3/4X50-7/8 70.0/90.0 40.1/43.5 OK (RIGHT SIDE) CSMT/FCSMT 17-0630.01 MULLVERT "PGT" 1X2-3/4X3/8X51 145.0/145.0 40.1/43.5 OK FCSMT/FCSMT 17-0630.01 MULLVERT "PGT" 1X2-3/4X3/8X51 145.0/145.0 40.1/43.5 OK E 17-0614.14 CSMT "CA -740" 5/16 LAMI ANN/ANN 37X50-1/2 70.0/89.2 40.1/43.5 OK EGRESS 17-0614.15 FCSMT "CA -740F" 5/16 LAMI ANN/ANN 37X50-1/2 70.0/84.1 40.1/43.5 OK CSMT/FCSMT 17-0630.01 MULLVERT "PGT" 1X2-3/4X3/8X51 152.5/152.5 40.1/43.5 OK F 17-0614.14 CSMT "CA -740" 5/16 LAMI ANN/ANN 37X50-1/2 70.0/89.2 40.1/53.7 OK EGRESS 17-0614.15 FCSMT "CA -740F" 5/16 LAM[ ANN/ANN 37X50-1/2 70.0/84.1 40.1/53.7 OK CSMT/FCSMT 17-0630.01 MULLVERT "PGT" 1X2-3/4X3/8X51 152.5/152.5 40.1/53.7 OK G 17-0614.14 CSMT "CA -740" 5/16 LAMI ANN/ANN 27-3/4X50-1/2 70.0/90.0 40.1/43.5 OK (RIGHTSIDE)EGRESS G1 17-0614.15 FCSMT "CA -740F" 7/16 LAMI ANN/A • ••95 -!/*50d/2. 8%3/89.1 40.1/43.5 OK (CENTER) G2 17-0614.15 FCSMT "CA -740F" 5/16 LAMI ANN/ANN .27-,31*50-1:2:. ?a.0/90.0 40.1/53.7 OK (LEFT SIDE) CSMT/FCSMT 17-0630.01 MULLVERT "PGT" " "fX2-3'/iX3/5X51• • 145.0/145.0 40.1/43.5 OK FCSMT/FCSMT 17-0630.01 MULLVERT "PGT" 1X2-3/4X3/8X51 145.0/145.0 40.1/48.6 OK H 17-0614.20 AW "AW -740" 5/16 LAMI AN ANN• � ♦lr.XA': '70,D140.0 40.1/43.5 OK 1 18-0430.05 PW "PW7720A" 7/16 LAMI ANN;AION . ' :31X7,5 . • • OO/80.0 40.1/43.5 OK so • • • • • • • • • • WINDOW AND DOOR SCHEDULE 11NW 97 ST,MIAMI SHORES,FL,33150 MK # NOA# UNIT TYPE UNIT NAME IMPACT TYPE SIZE (IN) W X H APPROVED PSF (+/-) CALCULATED PSF (+/-) RE MARK COMMENTS PGT • •• • .1 18-0430.05 PW "PW7720A" 7/16 LAMI ANN/ANN (3)67-1/4x75 70.0/70.0 40.1/53.7 OK •• ••• PW/PW/PW 17-0630.01 MULLVERT "PGT" •• (2)1X4X3/8X75 93.1/93.1 40.1/53.7 OK • K 17-1226.05 DOOR "160 SENTINEL" 7/16 LAMI ANN/ANN 72X79-1/2 80.0/80.0 40.1/43.5 OK • • 17-1226.05 SIDELITE "160 SENTINEL" 7/16 LAMI ANN/ANN (2)11-5/8X79-1/2 80.0/80.0 40.1/43.5 OK • • •• L 17-0614.14 CSMT "CA -740" 5/16 LAMI ANN/ANN 27-1/2X50 70.0/90.0 40.1/43.5 OK (LEFTSIDE)EGRESS Ll 17-0614.15 FCSMT "CA -740F" 7/16 LAMI ANN/ANN 50-1/2X50 89.1/89.1 40.1/43.5 OK (CENTER) L2 17-0614.15 FCSMT "CA -740F" 5/16 LAMI ANN/ANN 27-1/2X50 70.0/90.0 40.1/53.7 OK (RIGHT SIDE) CSMT/FCSMT 17-0630.01 MULLVERT "PGT" • •• •• 1X2-3/4X3/8X51 152.5/152.5 40.1/43.5 OK •• FCSMT/FCSMT 17-0630.01 MULLVERT "PGT" • 1X2-3/4X3/8X51 1 145.0/145.0 40.1/48.6 OK M 17-0614.20 AW "AW -740" 5/16 LAMI ANN/ANN 24-3/4X24-3/470.0/90.0 40.1/43.5 OK N 17-1226.05 DOOR "160 SENTINEL" 7/16 LAMI ANN/ANN 33X81-3/4 4 80.0/80.0 1 40.1/43.5 OK •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• • • •• • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE MIAMI-DADE COUNTY L s k0" PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy, 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 Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section. (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this produ ct•er material fails to perform in the accepted manner, the manufacturer will incur the expense otsuc�?testing mid the AHJo • • • • • may immediately revoke, modify, or suspend the use of such product or material Withit their. J1!>7Sdiction. •, RER reserves the right to revoke this acceptance, if it is determined by Miami—Da(1e 0,ounty Product Controt, * Section that this product or material fails to meet the requirements of the applicable t*gij4m" g code. : :604 0: This product is approved as described herein, and has been designed to comply b4t4Elie Floridt.Duilding Code, including the High Velocity Hurricane Zone.- 000000 66:66' DESCRIPTION: Series "CA-740" Outswing Aluminum Casement Window - L'M.i. • • • • • • • • • • APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement;Vii2dgw Dejails -LM &•60 00 SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, prepared by OftI!facturer• signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County4l3pord&t Coatrol.lkevisW stamp with the Notice of Acceptance number and expiration date by the Miami-Dade Ceucoy*Noduct 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 and renews NOA# 16-0629.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.14 MIAMI-DADE COUNTY r� Expiration Date: April 11, 2023 � q/6)1lrgwwmyall/ Approval Date: September 14, 2017 Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBG, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... along with marked -up drawings and installation diagram of a ffP;liding•gless doom•.•.. a PVC fixed window and an aluminum sliding glass door, using' K6disPVV4Sj3 TPS •, spacer system, Duraseale spacer system, Super Spacer® NXT ]%]��• igacer system and XV EdgeTM spacer system at insulated glass, prepared by Fenestratim Testin& l abpratory„• • • • Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970," dated `44716/15.... 06/07/16 and 06/02/16 respectively, all signed and sealed by Id1"0rtegA,•P.,. • • • • • (Submitted under previous NDA No. 16-0629.21) .. .. .... ...... 2. Test reports on: 1 Air Infiltration Testper FBC TAS 202-94 •' • 2) Uniform Static Air Pressure Test, Loading Baer FBC, TAS'242-94 . 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 611 Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel V-04.14 .E. Product Contro NOA No. Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014) and with FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer,.signed and sealed by Anthony Lynn Miller, P.E. ; • • • • • • ***see 2. Statement letter of no financial interest, dated June 9, 2015, ifted by rolft fcturer, •, 0000.. .� signed and sealed by Anthony Lynn Miller, P.E. • 0000.. 3. Proposal No. 16-0125 issued by the Product Control Section, dVgd,March„Q916, ;016, ; • • • •; 0 . 0 signed by Ishaq Chanda, P.E. 00#0 0 .. #0000 (Submitted under previous NOA No. 16-0629.21) 90:00: •••• 69:900 .. .. 0000 ••.•.• 0000.. G. OTHERS • • 0000.. 1. Notice of Acceptance No. 16-0629.21, issued to PGT Industries, Inc. for 401! SBries . • "CA -740" Outswing Aluminum Casement Window - L.M.I." approsed oi: 08 11/16o and expiring on 04/11/18. 0000 Manuel P P.E. Product Contro iner NOA No. -0614.14 Expiration Date: April 11, 2023 Approval Date: September 14, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 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 30114 THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-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. SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1r2* 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. 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 AL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING 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 STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURALJ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13D0. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) 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-7065, 3579, 3580, 3724: ELCO ULTRACON NOA; ELCO CRETEFLEX NON ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. Glass Types Sheet # 1 5/16" Lami (1/8 An -.00' PVB -1/8 An) 5 / 2 7/16" Lamm (3/16 An - .090" SG - 3116 An) 6 3 7/16" Lemm (3116 HS - .090' SG .31111 HS) 7 4 7/8" Lemi. IG (118" An - 7/16" Alr - 118' An - .090' PVB - 1/8" An) 5 5 7/8" Lami. IG (118" T-7/16" Air- 118" An -.090" PVB - 1/8" An) 8 8 7/8" Lemi. IG (3118 An - 114" Air - 3ry6" An -.09a" SG - 3/16" An) 9 7 718" Lami. 10 (3116' An - 1/4" Air -3118" HS - .090- SG - 3/18' HS) 7 8 718'm14'Air-3116"An-090"SG-3/16"An) 9 Air - 3/16" HS -.09T SG - 3/18" HS) i.I3T1G(31' 9 7/8"mT-14" 7 •PVB"= TROSIFOI gVS BY KURARAY AMERICA, INC. •SG' SENTRYGLAS BY KURARAY AMERICA INC. DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE SHEETS 5.9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE J7-Yvlum - 25.476' MAX. O.C. IF WIDTH IS UNDER 33.476" (HEAD & SILL 4" MAX._F� rB, SEE SHEET 2 i - A 69" VISIBLE LIGHT HEIGHT (DLO) �TT 17-112' MAX. A. SEE O.C. SHEET2 6' MAX. O.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26' OR OVER 8118' GLASS STACK „ I -I I\ I I, I \ I 1 I \ I I \ I / I I I 1/8' ANNEALED GLASS I I I i I 2 I I/ I I EXTERIOR auSS 4 �TT 17-112' MAX. A. SEE O.C. SHEET2 6' MAX. O.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26' OR OVER 8118' GLASS STACK „ I -I ELEVATION....................................... 1 .098" TROSFOLBPVB 1/8' ANNEALED GLASS BY KURARAY AMERICA, INC. 2 IIT ANNEALED EXTERIOR auSS 4 ANCHOR QUANTITIES......_ ............. 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILS/BOM .............. 10 11/16" GLASS BITE GLASS TYPE 1 7n GLASS STACK GU33 STACK .090' SCABBY KURARAY 3118' ANNEALED OR —AMERICA, INC. 4EATSTRENGTHENED 3116'ANNEALED OR GLASS i HEAT-MENOTHENED EXTERIOR38 GLASS a �(�( r> 1 1 I I 11116' GLASS BRE GLASS TYPES 2_& 3 718 -NOM. _ 716'NOM. GLASS STACK GLASS STACK 7116' LAMINATED I _ d/8'LMINAED GLASS STACK GL.155 STAp( W-TRNIFOLBBGIASS < __ Yr 'ANNEALED OR 7H B'AIRSPA ` 090'iRASIFOL PVB 1M'MRSPACE HEAT-STRENGTHENEO GLASS BY KURARAY 31/6' ANNEALED .090' Side BY KURARAY 1AY ANNEALED OR AMERIG,INC. _�"AMERICA, W. 3118" ANNEALED OR EXTERIOR 76' a - HEIGHT C �B MAX. 4" MAX. 33.476- & OVER (HEAD S LL) 30' VISIBLE OPENING(DLO) TYP:LEVATION OF CASEMENT WINDOW :DOES I STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDrTKX4 •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL. ADM -2015 •A IS/ SlDD-12 • AISC 360-10 GENERAL NOTES .............................1 ELEVATION....................................... 1 GLAZING DETAILS ........................... 1 INSTALLATION... .............................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES......_ ............. 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILS/BOM .............. 10 EXTRUSIONS/SPACER.................... 11 -1GGGCCC/LLLLLLB[[[///',,,��ASSS��SSSN��NEALED ��- T EXTERIOR 11116' GLASS BITE atr 111 G61 LASS BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 718' NOM. � O1A55 STACK �I � 7116' LAMINATED _ GLASS STACK 311V ANNEALED OR "HEAT -STRENGTHENED GLASS .W SGB BY KURARAY -_AMERICA. INC. 3N8' ANNEALED OR --HEATSS ENGTHENED GLASS 11/16" GLASS BITE �`' LTNN ��' • • • • • • • • ••• - 140E 5870f• • • wo 0. • •8 �t: F� lw,. •' • � • •, 4470 TECHNj1LCGY gLiIVE 4N, VFNIGf_, F•' 3�2 F� �1 • • �77�IIII If\71 ••• • • • NIXISTT�S. • A. LYNN R, P.E. x�i ---•OP�nKf1�°,•--�- ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 3116' TEMPERED GLASS PRODUCT REVISED vs PIP11e with 01, Florida Duild�ng Cods GLASS TYPES 8 8 9 AeC yt d oe / ' DG, 14'2023 E it Oce vixd H7: Dafe: Revis;on: JR 05/25/17 UPDATED ANCHORAGE By PER FBC 2017. P.hxn' visad By: Dote: Revision: GLAZING DETAILS J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM 08/08/12 .eries/Model Scde: Sneel: Drawing No. Rev: CA -740 NTS 1 OF 11 MD-CA740-LM C OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 lL EXTERIOR a WINDOW HEIGHT VISIBLE LIGHT HEIGHT (DLO) TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE 1==j EDGE DISTANCE VERTICAL SECTION B -B INSTALLATION OPTION 2 CONCRETE/CMU INSTALLATION ANCHORS PER ANCHOR DIRECTLY INTO MASONRY. REQUIREMENT _ 1/4' MAX SHIM 4 8 EDGE DISTANCE EMBEDMENT 70 OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS SEE DETAIL Al. BELOW NOTES: 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 1-1/1' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAYBE INSTALLED BUCK WIDTH ATTACHED TO VENT SILL _82 L ATTACHED TO VENT SILI VISIBLE LIGHT WIDTH (C FOR SNUBBER REQUIREMENTS, SEE TABLE d_ SHFFT d. INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE I DE APPROVED LION, ALUMINUM, EL FRAMING OR STEEL STUD. DIRECTLY TO SUBSTRATE. WOOD BUCKS 10" MAX I DEPICTED AS 2X ARE 1-1 f2' THICK OR L-- SEE DETAIL A2, BELOW 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. MAXIMUM SHIM THICKNESS TO BE 1/4'. 15 16 DETAIL At WINDOW WIDTH 'i • • �+i i 0 re Z It. Y05 • a� • EXTERIOR HORIZONTAL SECTION A -A 107 HN JI Y DRIVE N.�VECE FL 4275 011" is 02 Po�1= A. LYfAI MaLER, P.E._ P.E.M t87Q5 EGRESS FORMULAS: 17'-25.9" 1 0 26'r 7 1 WIDTH, WASH HINGE: WINDOW WIDTH - 13-12 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH -7-1Q L 1) WHEN INSTALLING COMBINATION UNITS, HEIGHT: WINDOW HE IGHT-6 ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10' MAX. ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH • 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT- 7 WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: I w DIRECTLY TO SUBSTRATE. WOOD BUCKS 10" MAX I DEPICTED AS 2X ARE 1-1 f2' THICK OR L-- SEE DETAIL A2, BELOW 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. MAXIMUM SHIM THICKNESS TO BE 1/4'. 15 16 DETAIL At • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JR Additional Anchor Requited on esah Side o11he Frama Assembty Tlbe A 'i • • �+i i 0 re Z It. Y05 • a� • 17". 25.9' 1 0 �$�•.• T��••'�• •'•� �00 S'rFLORtOP�•'• �� • 107 HN JI Y DRIVE N.�VECE FL 4275 011" is 02 Po�1= A. LYfAI MaLER, P.E._ P.E.M t87Q5 CERT. OF AUTH. #29296 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JR Additional Anchor Requited on esah Side o11he Frama Assembty Tlbe A f Window Archy Type LL WkM A 113,C& D 17". 25.9' 1 0 26'+ 1 1 Window Anchor Type u<. Height A B• C & D 17'-25.9" 1 0 26'r 7 1 ole:Revision: 05/25/17 NO CHANGES THIS SHEET. PRODUCT REVISED ss complying with the IrlMde 1304hog Code nc;.eptsn« 14n Iix retioe Drie •IttL3 ny Description; urown ny: CROSS SECTIONS & INSTALLATION J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM 08/08/12 ieries/Mooel: Sco e: I Sneet: Droving No. Nev: CA -740 NTS 2 OF 11 MD-CA740-LM C 'CASEMENT (X) WINDOW HEIGHT WINDOW �� WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW (-I 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 5.9. 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 '1MNDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT/CASEMENT(XX) FIGL SEE NOTE 7, THIS SHEET 740 I 740 SERIES FRAME SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW / 1 10", SEE NOTE 7, THIS SHEET MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES AWNING / CASEMENT / FIXED CASEMENT (XXO FIGURE 2: 74 SERIES FRAME CASEMENT EXTERIOR CASEMENT FRAME ASSEMBLY WINDOW TUBE WINDOW AWNING / EXTERIOR TUBE WINDOW HORIZONTAL SECTION C -C � / —D FRAME # 12 X wrdow Anchor pe ASSEMBLY TUBE 740 SERIES A I B. C &D THROUGH CASEMENT �D INSTALLATION WINDOW 1 1 HOLES p \ lL 0 y 740 SERIES f•' W d M /CASEMENT 04 j WINDOW / J 0O mF- �Z O o O m W W Z ~ E Y O Q FRAME 'T b(1) 00 �0 �—ASSEMBLY �Q `s E TUBE / I 74 SERIES o LL U FIXED WINDOW 'SEE PRODUCTSNOA FOR UJI INSTALLATION SPECS MIN. #12X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES � 740 SERIES Side ofthe Fmms Assembly Tube FA FRAME CASEMENT EXTERIOR CASEMENT FRAME ASSEMBLY WINDOW TUBE WINDOW ASSEMBLY ,JZ, EXTERIOR TUBE TUBE HORIZONTAL SECTION C -C � 740 SERIES 74 SERIES AIMING � CASEMENT W" WINDOWINDOW 740 SERIES EXTERIOR FIXED CASEMENT WINDOW' FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL ECT ODO• • • • VEt RTTTIPJ�SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 d 2. HIS SHEET:)El%aE:OU$ A4HC t GCOUP FROM TABLE 3, SHEET 4, • • • • • • • 000 • 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • •• ••• •• • • • •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE(PSF7 FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR'DESIGN PRESSURE(PSF) FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEMBLY 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 WVWIjWHE TABLF64. • • • • • 4) USING THE TABLE LABELED -WNDOW ANCHORS REQUIRED- (TABLE 2, SHEET 4), DETE4 WE THE 0UMBER OG A ZHORr. NEEDED yl Try HGAD.:ILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • • • • • •• • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS TAROUGH'THE WINDON FRAME%TO THE SASTRATL•MAY BE REQUIRED (SEE SHEET 2). AND THAT MIN. #12 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1) DIMENSIONS SHOWN ARE TIP -TO -TIP 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) MAYBE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 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 63' 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. Adiftonal Anchors P4KpAred on each Side ofthe Fmms Assembly Tube FA FRAME FRAME AnchorTy ASSEMBLY —ASSEMBLY — ---- TUBE TUBE 1 0 � 26•+ 1 1 # 12 X wrdow Anchor pe SMIN. 1"MS 740 SERIES A I B. C &D THROUGH CASEMENT 1 0 INSTALLATION WINDOW 1 1 HOLES 740 SERIES EXTERIOR FIXED CASEMENT WINDOW' FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL ECT ODO• • • • VEt RTTTIPJ�SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 d 2. HIS SHEET:)El%aE:OU$ A4HC t GCOUP FROM TABLE 3, SHEET 4, • • • • • • • 000 • 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • •• ••• •• • • • •• 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE(PSF7 FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR'DESIGN PRESSURE(PSF) FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEMBLY 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 WVWIjWHE TABLF64. • • • • • 4) USING THE TABLE LABELED -WNDOW ANCHORS REQUIRED- (TABLE 2, SHEET 4), DETE4 WE THE 0UMBER OG A ZHORr. NEEDED yl Try HGAD.:ILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • • • • • •• • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS TAROUGH'THE WINDON FRAME%TO THE SASTRATL•MAY BE REQUIRED (SEE SHEET 2). AND THAT MIN. #12 X V ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1) DIMENSIONS SHOWN ARE TIP -TO -TIP 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) MAYBE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 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 63' 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. Adiftonal Anchors P4KpAred on each Side ofthe Fmms Assembly Tube FA E Window AnchorTy LL Width A I B, C B O 17" - 25.9" 1 0 � 26•+ 1 1 t- wrdow Anchor pe a Height A I B. C &D { 17'-25.V 1 0 g 26'+ 1 1 F:10D11CT REVl56i1 comtlyirg with the F6wida n"Ading Cock ACGel+tnnce itis / )4'•� I:zpirntim DNe _ �'3 lly ,+,�.It ti '4bAtGt LYNN 'f, Or- No. C * No. 58705 ��.•�� 1ONAL E.`�• 0. LjAll� MILLER, P.E. P.E.# 58705 v7 ` U W Z � J J r U < J z p _ Q lL 0 y W f•' W d M 04 j N L0 Q 00 J 0O mF- �Z O o O m W W Z ~ Y Y O Q W 'T b(1) 00 �0 W �Q `s t r o o LL U LYNN 'f, Or- No. C * No. 58705 ��.•�� 1ONAL E.`�• 0. LjAll� MILLER, P.E. P.E.# 58705 Window_Anchore Required under 23' 2575116• 35318• 4r c sD-51e• 00' 63' 77 78'4• 6 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Group Anchor S"rate Min. Mh Edpa O.C. Distance Distance Min. •. Err6edtrlettl Anther Plals "LAI? 012, steel SMS (GS) S Pi. vs 1 1 W Si Ak rn 3/9* 516• .osr A35 St" Ya' sr .050• W W ASW Skd or. 33 3/8" Wr .045',20G, W A 014, steel SMS (05) ar C4.410 SS SMS S. Pine 5/r 1' I -W W 0063-75Akm. 3/r 5/e• .063" W A30 3taal 31r Snl .060• I W A&W Stud, or. 33 Sr 5/r .015. 20 Ge. W B 114' sled Us— 2.85, Canasta 2.17 4" 13/r W Holm Block 1" r 1-1N' W Nstow Block 2-17 S Tur W 1/4• deal Utncn Molle -Black i• r 1-1/P Yee C 114' 410 SS Canaria. 3.35k Cane 1• 5' 13/P W Hollow Black 2-117 5• 1-lle W 012, s[ssl SMS (G5) or012,41OSSSMS S. PM 5/8• 1' 13/r Yes 5D63 -TJ Alm. 3/r 51r Wir as A366teel 3/6' S/r .05V Yr A653 Sled Or. 33 3111' Sr .O/r 18 Ga. . 014, steel SMS (G5) or 014, 410 SS SMS 6. Pins 6/6' 1• 1310' Y- 6003-75 Aksn. 31r &r .071Y Yes A30 Sled 3/r SAI• .06r Yr A653 Stud or. 33 3/r Sr .OIr 18 Ga. Yes D� 114_ aMW Usracwt 2.89t C.—ts 1• 4- 13N' Y- - 2.891 Car M. 2-17 4• -13R' Yea Ikli-Bkek 2'17 5• 1.114' FM Mock i 2-17 I 4• I 1310 Y - Y - 410 SS CnbFlax 3'391 Conchs 3.35k 1' r 1314' Yr 3.3511 Cal 'at. 2-17 r 1' Ye Ho04—ebek 2.17 6• 1.1/t' Yes S1r steel Ultaeon 3.5k Cax:rets IAA r 1314' W lbibw Block 3AW 51 1-1/4• W Filled Block 2-17 51 13/4' W 1) WHERE SUBSTRATE CONDITIONS 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 MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. Jamb Snubber Locations Glass pe: PVB SG (Types 1, 4 & 5) 1 (Types 2.3 & 6•B) 1' NOro 17 malts. Som and Required each enci & 3D' each X Nes O.C. Q 12- max. tom 12' max. horn asr each and & 3(' each end & 30' 63' max O.C. max O.C. "PVB"= TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG-= SENTRYGLAS®BY KURARAY AMERICA, INC. } EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7116" HEAT -STRENGTHENED, LAMINATED GLASS, 114• MASONRY ANCHORS INTO CONCRETE, +701-85 PSF DP REQUIRED CASEMENT ANCHORS: A) FROM TABLE 12, ANCHORS C & D ALLOW A DP OF +70/-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). �AA/rLt wnnl,urwtlVnJ: " El "x" ;X O O :'X'• O FIXED CASEMENT ANCHORS: t 4 � - A) FROM TABLE 11, A 34'X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE OF +70/-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. • • • • • • • • • • • • 10.6' C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EA(H JAMB.o is • • • • • • • • • • • • • • • D) SIMILARLY, 3 ANCHORS ARE REQUIRED INIHE HEAS &'ILL.• • • • • • 61' 00000 •• • • • •• E) DISTRIBUTE ANCHORS FOLLOWING Material Min. Fy Min, Fs GUIDELINES FROM ELEVATION ON SHEET 1. Sled Scow 92 kal 120 ksi F) PER RULES ON SHEET 2, INSTALL 1 • • • 410 Sc ksi 0 kal • j ADDITIONAL ANCHOR ON THE FRAMeP Eko UkrCor! &55 ksi • 17*61 • 1 ASSEMBLY TUBE SIDE OF THE FIXED• • 10 3S Eko11?M�Nx• 127.4 kal M69.• ksi • 4' CASEMENT (HEAD & SILL). ; A3618 k i S. 13' + 13' • Gr. 33 Stw Stud S3 kM kW • 34' NOT ALLOWED WITH FRAME ASSEMBLY TUBE 10'► -10' 4' 4. � 4• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1T Ti T M?(N?UCT kEV ISBD :s cetnplrnp wirh (he Florio. Builllina Cadc 1 �� 4 !M1�.t)+nace T•W <pir3tian Dstc v4•c+� e}• pniani .nd-i+lndnU d Fn LLI CDn 2 J O o F' J Z Q LL ..O Qy FOR GLASS TYPES: •1) 5/16" LAMI (1/8 AN - .090" PVB - 118 AN) / 4) 718" LAMI. IG: (1/8" AN - 7116" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB•• TROSIFOL VB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Dssign Prruwre (psQ for Wlnd-Aftwh d to a HDrIzorfal Frame A -ably Tube 10' MAX. ASSEMBLY TUBE D.!Ian Pneaeufe W 19r Shale WVda", AN Amhw Groups VVWxk w Wldlh eWMntlwv older D' 2s1•J16' 2734• 30' 33.1!2' 35' 3r HEIGHT Design pressure (p" for VMdaes Attached to a Vertical Frame Assembly Tuba ulder 23' 25.15/18'= 27314' + 30' 33.112" 35" 37' TMAX. under 23• +70/-00 +70/-90 +70/60 .70/-90 +711/-00 +701.40 +70/-90 Window V&b 25-IWIW +70160 +701-90 +70/60 +70!60 +70/60 +70/60 +701-90 383!8' ' +7.140 .70160 +70140 +7W-90 +70V60 +7.1-90 +701-90 48' _ +70/40 +70140 +70/40 +70/-90 +701.90 +70/40 +70161 50-519' +70/60 +70/40 +70140 +70/60 +70f40 +70160 +70/-99.2 60• 1+70/40 +70/4D +70/40 +70/-08.5 +70/-00.8 +70/-17.7 +7(Y-74.3 C I 89' +70/.90 +70!40 .7.60 +7.1-84.3 +7.-78.5 +70/-73.7 +70/-70.1 B CSD 7r +70140 +7.47.2 +70/-77.7 +60/-71.s +801-621 +e.- 60019 .l-59.3 under 23" 78' +70/40 +701-84.8 +701-75.7 +1-07.3 +l- 56.9 -/-57.2 -/-55.0 +701430 84' +701-90 +701-00.4 +70f-71.3 +60/42.1 1 4/-54.2 +701.90 +70/-9D FOR GLASS TYPES: •1) 5/16" LAMI (1/8 AN - .090" PVB - 118 AN) / 4) 718" LAMI. IG: (1/8" AN - 7116" AIR - 1/8" AN - .090" PVB - 1/8" AN) "PVB•• TROSIFOL VB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATION& 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Dssign Prruwre (psQ for Wlnd-Aftwh d to a HDrIzorfal Frame A -ably Tube 10' MAX. ASSEMBLY TUBE wdm eWMntlwv older D' 2s1•J16' 2734• 30' 33.1!2' 35' 3r HEIGHT Design pressure (p" for VMdaes Attached to a Vertical Frame Assembly Tuba ASSEMBLY All I AN I AN A9 A B CBD A B CBD A B C&D ~2r .70/69 I .?&4o .7.-90 .701-90 +701-90 +70127.6 +70/40 +70/49 .701-03.8 +70140 +701-00 +701-79.2 +70/40 25-15116' .70140 +70'40 +70140 +70140 +701-90 .70140 +70/40 +70!40 +70140 +7440 +7.$7.6 +70f40 +70/40 10' 363/6' .70140 +70140 +7.40 +70140 +70140 +70140 +90140 +7.140 +70140 +70140 +7.-08.8 +70/40 +70140 TMAX. 4r +70/40 +70140 +70E-90 +70140 +701-90 .711490 +70/49 +701-90 +70140 +70/40 +70140 .7.40 +70140 I 504LW +70140 +710140 +70140 .70/40 +70t-91) +70/40 +7(/40 I +70141) +70140 +70/4D +70129.2 +70179.2 +7.419.2 • • 60• +70140 +70'417 +7.40 +700-08.5 +70140.6 +7.20.6 +70140.8 +701-77.1 +70/-77.7 +70/-T7.7 .7.-74.3 +7(9-74.3 +M.74.3 Window V&b er +70141) .70f40 +7.40 +7024.3 *70/-78.5 .7.-78.5 +70/-76.s +70/-70/7 +7aV-73.7 +7.-737 .%To.1 +70/-70/.1 +7.-70.1 7r .7.40 +70127.2 +7.-77.7 +7.-71.6 +8.42.4 +8.22.4 +8.-02.4 +8. E0.9 .01W20.9 +8.20.9 +Ib9.3 +129.3 +/ .3 76' +7014!1 +7.-04.8 +7.-75.7 *!47013 +/-58.9 01!38.9 H38.9 H.67.2 +127.2 Nb7.2 +/b6.4 +13&6 +126.6 64• under 23' 25-15116" 27-314" 30" 331/2' 35" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 8 C I D A B CBD A B C&d A B CSD A B CSD A B,C&D A 8,C&D under 23" +70/-90 +70/-90 +701.90 +701-90 +701-90 +70/4x0 +701.90 +701-90 +701430 +701-90 +70/-90 +70/-00 +701-90 +701.90 +701-90 +70/-90 +701.90 +70/-9D +70/-90 +701-90 25.15116" +701-90 +701.90 +70180 +701-90 +701-90 +70180 +70/-9D +701-90 +70180 +701-90 +70/-90 +701-90 +701-90 +70/-90 +701.90 +70/-90 +70/-90 +70/-90 +701-90 +701-90 38-316' +701-90 +70/-76.4 +701430 +701-90 +701.84.5 +70/430 +701-90 +70/-79 +70✓ -W +701-90 +701-73 +701-90 +701-90 +701.81.8 +701-90 +70/-90 +701-78.3 +701-90 +70/-74 +701.90 46' +701-76.2 +181.1 +701-73.1 +701-90 +/87.5 +70180 +701-9D +/83.1 +70180 +701-D +/-58.4 +70180 +701-90 +/465.4 +701.83.9 +701-90 +/4328 +701-90 +/-59.2 +701-9D 50&6' +701-72 3 +1-67.9 +/-69.3 +701-90 +/-84 +70180 +701-9D +/-69.9 +70/80 +701-90 +/-66.4 +701.88.7 +701-90 +/82 +701-79.6 +701-90 +/-%3 +701-90 1 +/-58.1 +70/-89.2 80" +181 +138.9 +/-58.5 +701-90 +/-54 +701-88.6 +701-90 +/80.5 +701$1 +701-90 +/38.7 +701-74.9 1 +701-86,5 +1-62.3 +/-87.1 +701-80.3 1 +/-60.1 +701-77.7 +137.4 +701-74.3 63" +71F8--1T+/-4B.5. +/ 65.7 +701-88.7 +/-61.5 +701 825 +701-90 +/38011 +701-77.1 +701-90 +/34.5 +701-71.3 +7W-84.3 +139.8 +/-83.9 +701-76.5 +/37.7 +701-73.7 +/-45.1 +701-70.1 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATION& 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Dssign Prruwre (psQ for Wlnd-Aftwh d to a HDrIzorfal Frame A -ably Tube 10' MAX. ASSEMBLY TUBE wdm eWMntlwv older D' 2s1•J16' 2734• 30' 33.1!2' 35' 3r HEIGHT Anchor Anchu Arlchv A-lor Aneh., G -p Anchv Graq Awhm G"sR Grwp G -P Group Gmup ASSEMBLY All I AN I AN A9 A B CBD A B CBD A B C&D ~2r .70/69 I .?&4o .7.-90 .701-90 +701-90 +70127.6 +70/40 +70/49 .701-03.8 +70140 +701-00 +701-79.2 +70/40 25-15116' .70140 +70'40 +70140 +70140 +701-90 .70140 +70/40 +70!40 +70140 +7440 +7.$7.6 +70f40 +70/40 10' 363/6' .70140 +70140 +7.40 +70140 +70140 +70140 +90140 +7.140 +70140 +70140 +7.-08.8 +70/40 +70140 TMAX. 4r +70/40 +70140 +70E-90 +70140 +701-90 .711490 +70/49 +701-90 +70140 +70/40 +70140 .7.40 +70140 I 504LW +70140 +710140 +70140 .70/40 +70t-91) +70/40 +7(/40 I +70141) +70140 +70/4D +70129.2 +70179.2 +7.419.2 • • 60• +70140 +70'417 +7.40 +700-08.5 +70140.6 +7.20.6 +70140.8 +701-77.1 +70/-77.7 +70/-T7.7 .7.-74.3 +7(9-74.3 +M.74.3 • I er +70141) .70f40 +7.40 +7024.3 *70/-78.5 .7.-78.5 +70/-76.s +70/-70/7 +7aV-73.7 +7.-737 .%To.1 +70/-70/.1 +7.-70.1 7r .7.40 +70127.2 +7.-77.7 +7.-71.6 +8.42.4 +8.22.4 +8.-02.4 +8. E0.9 .01W20.9 +8.20.9 +Ib9.3 +129.3 +/ .3 76' +7014!1 +7.-04.8 +7.-75.7 *!47013 +/-58.9 01!38.9 H38.9 H.67.2 +127.2 Nb7.2 +/b6.4 +13&6 +126.6 64• +701-911 +7.40.41+701-7t31+=482.11 +/34.2 1 +/34.2 1 +/-54012 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATION& 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SIeECTS 10 *F1DR WINIOOW AMCHOR4 LOCATIONS AND OUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE• ••• • ••• • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME 10' MAX. ASSEMBLY TUBE WINaOW FRAME HEIGHT ASSEMBLY TUBE 10' HEIGHT TMAX. ADDITIONAL I I ANCHOR • • • • • • j4), IF r-0. • I WIND@W • • • • wit* 'r • • • SEE SIeECTS 10 *F1DR WINIOOW AMCHOR4 LOCATIONS AND OUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE• ••• • ••• • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PR0 1>UC1' REV1S9D ac -Iptywg with the F6ttib1 AcccplT.'c . F,z, irotiort hate -- f /6 J W U) F- a (DLLI H Z J (LLLJ LU J N D 0 NO W N O 0 Op '60 C/) Z L LU O O 0. z w (n (� W O m O 4 Fn /n o „W vQ LL 0 kF- °Z d0• U C?ONL CENT M, ' N0.58705 40 FRAME 10' MAX. ASSEMBLY TUBE T T WINDOW HEIGHT WDOW I ADDITIONAL WIDTH 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. PR0 1>UC1' REV1S9D ac -Iptywg with the F6ttib1 AcccplT.'c . F,z, irotiort hate -- f /6 J W U) F- a (DLLI H Z J (LLLJ LU J N D 0 NO W N O 0 Op '60 C/) Z L LU O O 0. z w (n (� W O m O 4 Fn /n o „W vQ LL 0 kF- °Z d0• U C?ONL CENT M, ' N0.58705 40 Me FOR GLASS TYPES: TABLE 8' 2) 7/16" LAMI (3/16 AN - .090" SG - 3116 AN) 1-s �? REVISEZ rs e4mp;yrr.9 wth the k�toeiela 3rsidnr8 Code 1 'SG'= SENTRYGLA Y KURARAY AMERICA INC. A+x'ry. 6r'•na No -0 •14 N. "re[k+n Date .. ..}. D� WINDOW Adtumi ade'Pn•duc}Cer�(syl' HEIGHT WINDOW ¢ 0 WIDTH SEE SHEETS 1 B 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. J W F (Al a � U o(j c 0 W Z o TABLE 9: -. a- Design Pressure (po for Windows Attached to a V•rtkal Frame Assembly Tube w = LL (' Q 0 m Window Width 'c W W under 23' 25-1x18' 27Y4• 30• 33.112' 95' 3r IZ o v, Anchor Group Anchor Grew Anchor Group Anchor Group AnchorGrc p Anchor Grotp AnchorGroup C*4 A B C D A 8 CBD A B C&D A B C 0 A B C D A B C D A B C D p0 W 0; wdar 23- +70/60 +701.9D +70190 +70/40 +701410 +70/.90 +70140 +70/.90 +70/..90 +70140 +701-90 +7a-W +7W40 +701.90 +701-00 ,70/-00 +7a-BD +70/-00 +701-00 +70/-00 +701-90 +701-00 +70/-00 ,701.90 .7or-90 +701-00 (V e of Q a Z } 25.10/16- +70160 +70/-BD +7a90 +70140 +70/-90 +70r-W +70/60 +7x•10 +70/-00 +7x.90 +70/-90 +70140 +701-90 +70140 .74-90 +70/60 +70190 +ro40 +70/60 +ro-eo .70/-90 +ro4o +ro4o .70/-90 ,7x60 d711-0 ulA ° DOX38 +7a4o+70/-764 .70190 +70/90 .70/40 .70/-BO +ra40 ,701.80 +70/-W +70140 +70/.90 +70/40 ,701.90 +70/60 +70/40 +70/40 +70/.90 +7ado +70140 +701-90 +70/-90 +70160 +ro-00 +70160 +701.90Ro00Z48' +ro-76.x +141.1 +701.73.1 +70190 +70144.4 +70/40 +TW-90 ,70/-78.1 +70/40 +70140 +701.73 +70190 +70/-90 +70/-00 +70/.78.3 +701-80 +70/40 ,70/90 +70/-75.1 +70190 +70/-90 +701-00 +70112.8 ,70/90 +7CV so-SIB` ,701-72.3 ± 7.9 +/-68.3 +701-90 +70/40.1 +70/.10 +70/-90 +70/-74.8 +7tk40 +701-00 ,/A1.2 .701-08.7 +70/.80 +701-)0 +70/.74.4 +70/90 +70/60 +70/-90 +70/-71.2 +701-90 +70/-90 +70190 +ro•78.6 +70/99.1 +70/40 (n (naZ80'+/18.8 ,/SB.s +70/90 +1-87.5 .7x-08.6 +70190 +/93.1 +70/-01 +70/40 +168.4 +roa4.9 +70/-09.8 +70/.90 +AV-6 +70143.9 +70140.3 +7x60 +190.1 ,70190.2 .70F +70/90 +198.3 +70/-75.9 .70/.90 +1-55.7 +701-08.7 +/14.3 .70/92.5 +70/40 +110.1 +ro-77.1 +701-0D +/95.6 .70/-71.3 +70195.3 +701-00 +/-59.8 +70/-79.9 +70/-78.5 +701-90 +/37.2 +70/-78.4 +701-90 +70140 +/13.1 +701-723 +701-06.5 0 0 Z S FRAME ro 0 m 0 ' N to \ V 10' MAX, -J 4- ASSEMBLY ^ o u W Q m -1 TUBE o- o x ❑ 1= Li rn TABLE 10' T w m WINDOW �� n HE, ® oro r j c'c O R J_ _ I WINDOW - ADDITIONAL I z w m �n 'I W IOTH r-- ANCHOR x V a (d), FRE F z B O >v SEE SHEETS 1 6 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET o 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY • • • • • TUBE. wwl SEE SHEETS 1 8 4 F@R VIINDOW ANCHOR • • • • • : �'��`• `�GENSF'•• �1�� LOCAT Aft ANIP&I NTITIRS. SEE 9-lEET• • • • No. 58705 7 FOR ANY ADDITIONAL ANCHORS * ' REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• ••• • ••• • • ��'• SA OF • • •• • • • • • • • /y \ NOTES: /' s/ANAL •• 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • A iI'FII1 MILLER. P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.068705 Design Pnsaln (pan br SY191a Windows, AA Anchor Groups Waldow Width under 23' 2515/18' 27-Sr4' 30' 3S1/2' 35 37' under 23' *�/-130 ffi.9WW-130+W-130«9d-130 +gd-130 +9d-1308d-130 «801-130+Bd-130 +gd-130 +9d-130 +9d-130 +901-13038J/8' +9d-130 0 +9d-130 +g0/-130 +90/-130 +Bd-130 +9d-130 48' +Bd-130 0 +9d-190 +9d-130 +9d-UO +9d-130 +901-130 56518' +9d-130 0 .9d-130 +g0/-130 +901-130 +Bd-130 +9d-13080' +gp1-130 0 +Bd-130 +9d-iJ0 +9d-iJ0 +9d-1J0 +8d-1J0 63' +9d-130 0 +9d-130 +Bd-130 +Bd-1J0 +Bd-130 «9d-129.872•+901-130 0 +9d-1308d-30 +29.1+9d•122.5 +Bd-113.876•+g0/-1300+9d-130-130+9d-124.1 +9d-118.7 +9d-107.684'+9d-1300 +9d-130 +9d•130 +pd-118.4 Design Procure fae0 for Wlndwvs Attached to a Hor taltai Frame Assembly lube BWindow WidN oder 23' 125-16116'1 273'4' 30• 33-12' 35' 3r Arohor Artcha Anchor Arclnr M"her Group Arches Grout ArchorOwp Grwp Group Group Group All AN All AN A 1-7 BD A B C8D A B CED oder 2J' +70/-00 +7x90 +70/90 +ro-0o +70/90 0/-0D +70/90 +ro13.8 +7d-0o +70/-00 +70/-71.2 +70/-00 2S1a16' ,70/-90 ,70/-10 +70/40 +70/-00 +ro90 0/90 ,70/-00 +70/-00 +70/90 +70/17.6 +70/-00 +70/90 3e-31e• .70/-)0 +7a90 +70/-90 .7a4o +70f-GD a90,7a90+7a90.7a90,7a4o+7a90+7a9048'aa90 ,70/-9D+7a-0o.ro90+7a-9D 0/-0D+ro-0o+lar-90 .ra90wa-0o+ro-90+ro-0oso-ae•.7a-0D+ro90+ro-0o.ro+-a-0D+7a90,7a90.7a90,7a-0o.70/-90.ro-0D+ro-0D,ro9D.ro-900/-90wa-0o+7a•ao+ro90.7a90,ro90.ro9083• +70/-00 +ro90+ro90.70/-90.70/900/40 wa-0o+7x90 .70/90 +70/90 +ro90.ro-0D7r.ro90,7a4o+ro90.701-90+ro907a-0o+7a•90.701 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX ADDITIONAL ANCHOR (4), IF REO. -00.ro,70/-90,70/-90.ro-0o78•.7a-0o«7a4o+ro-0D.70/BO ,m907a-eo +7a•eD +ro-0o +ro-0o.ro-0o e4• ,7a -0o +7alo •7a -0o +70/-)0 +7a9a +ro-0o ,7a -0o • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX ADDITIONAL ANCHOR (4), IF REO. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 11; 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) PR .-Plying REVISED a <•mpi}vrS with the P4vida 7 7/8" LAMI. IG: 3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS Huildh$cpde ( ) n«<, anre Hn� 11023 9) 7/8" LAMI. IG: (3/16"T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) Evp rot un Duro "SG= SENTRYGLAS%Y KURARAY AMERICA, INC. Hy >timin ode PmducrC of ' �U WINDOW HEIGHT U� J W O WINDOW J W A WIDTH Q a 2 d Q SEE SHEETS 1 & 4 FOR a ci WINDOW ANCHOR LOCATIONS AND QUANTITIES. W Z o TABLE 12' J_ LL ;D U Q O u ti c CV d Q ^ Ln W o O o~ Z $ LO O D Z 3 n W FRAME LLI V O O u N \ U XWT�M-�- SEMBLY " X ' C H W Q . 1(r mAx TUBE TABLE 13' T ,o WINDOW ® " HEIGHT R _DDfT10NAL z�INCH� (4), IF REQ. > m s o SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND OUANTITIES. SEE SHEET z rc 3 FOR ANY ADDITIONAL ANCHORS • • REQUIRED FOR THE FRAME ASSEMBLY ```` 7r/ aNY LYNN .� • :N' -`0CENSF'•.C� •S E S 1 8� OR O HO@ • • Q?• :(n� LOCATIONS AND QUANTITIES. SEE SHEET _ : No. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY 0 OR NarEs: • • • • • • • • • • • �'�.S/ONAL EN ` 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • A. LYI(!11! AiItL�R, P.E. 2) SEE SHEET 4 FOR SNUBBER REOUIREIrENTS. Design Pressure (pat) for SinpM Wlydow•, AN Anchor Groupe Wlydow Width under 23• 2515/18^ 27.31x• 30' 33.117 35" 37' under 23' +9d-130 *9a•13D +9x-139 +ea-130 +90/-130 +90/-130 +9a-130 25-15118• +9a-130 +=-I 30 LLJ Design Pnaaun (P•O for Windows Attached to a Vertical Frame Assembly Tub Deelpn Pressure (pefj for Wlndowe Attached to s Hor¢omal Fnm• Assembly Tube FRAME HEIGHT ASSEMBLY window avian 10' MAX. m viler 23' 2S7SNB' x7-3la' ADDITK]NAL 30" 351/2• ANCHOR 35• 97" Anchor Grow Anchor +80l-130 +Ba -130 +9a-130 +901-130 +9x-130 All 3B -3t8• +9a-130 a9a-130 +ga-130 x90/-130 +901-130 +9a-130 +9a-130 0 48' +9a-130 +9x•130 +9d-130 +9a-130 +9a-130 +9a-130 +Bo/ -130 x701.80 +7x611 +74-90 +7a -9D +7x-90 +74.90 +74.90 50-0/8" +9x-130 r9x-130 +9a-130 ag01-130 +90/-130 +ga-130 +Ba -130 +70l -0o ad -0o ,7a -0o +7aao ,7a -0o ,7aa1 ,7a -so 80' +ga-130 +9a-130 r9d•130 +9a-130 +9x-130 +901-130 +9a-130 33 �• +9a-130 a9a-130 r9a•130 +9d-130 a9a-130 +Ba -130 +9a-130 +7x-90 72^ +ea -13o +9x-1Jo +9a -13o +ax -130 r9o/-130 +9x -13o +ed -13o +1-828 +7a-93.9 +74-00.7 +74-90 7B' +sa-130 +9x -13o +9da3o .9a-130 +9or-130 +so/ -130 +9a-130 +7or-80 +7a-00 +7x-90 84' +9x-130 +9d-130 +Bx-130 +90%130 +90/-130 .7a -so .7a-00 LLJ Design Pnaaun (P•O for Windows Attached to a Vertical Frame Assembly Tub Deelpn Pressure (pefj for Wlndowe Attached to s Hor¢omal Fnm• Assembly Tube FRAME HEIGHT ASSEMBLY window avian 10' MAX. m viler 23' 2S7SNB' x7-3la' ADDITK]NAL 30" 351/2• ANCHOR 35• 97" Anchor Grow Anchor Anchor Grow Arrcfar Grow Anchor Getup Anchor Getup Anchor Grow Anchor Getup Anchor Grow All Anchor Group Anchor Group A 8 C D A B CBD A B C&D A B C D A B C D A B C 0 A B C 0 under 29" +7d-90 +7x6D ,7d -9D +7a-90 x70/60 +70!-00 +7x60 +701-90 +7x60 +TdSO +7x-90 +701-90 +74-90 +74.90 +7x -9D +7d-00 +74-90 +70/.90 x701.80 +7x611 +74-90 +7a -9D +7x-90 +74.90 +74.90 +7x•80 � xs15+19• +7or-so +7a -0o wa6o +7aao wa-0o +70!-00 +7a6o +7a-90 ,7aao +7a6o +7a-90 +7a-90 +7a6o r7a60 as -90 +Ta6o +Ta6o +7a-90 +70l -0o ad -0o ,7a -0o +7aao ,7a -0o ,7aa1 ,7a -so +7a-90 $ 38-378• +7or-oro .70/.79.4 +7aao +7a-90 +7a-90 +]oleo +Ta -90 .7or-oro ,7a -0o +7a.90 +7or-90 .7oreo .Ta -90 +7aao +7a-90 +7x-99 +7a -0o +7or.90 +7a-eo +7a-eo +7a-eo ,7a-90 +7a -0o r7a-eo .7a -so +701-90 4e• +Taxes +161.1 +70/-73.1 +Toho +7a6o +ta-7e.9 .7x60 .7or-90 +7or-n +70!.90 +7aaw wa6o +7dae.s +7aao aa -0o +]oleo +7aas.1 .7x60 +7aao ,7a6o .7or-0ze +7a•eo +7a4Io +7a-eo .701.90 505+8" +74.72.3 +1-879 +169.9 +70!-00 +74-90 +7d•74.e +7aao+7460 �.+I-'.7;1' +7x-90 +/691 +7or-88.7 +74.90 +7x-90 +7or-74.4 +7d-00 ,7a-0o,7or-90 ,7or-71.2 +7x60+7x-9D+7x-09.9 +7a-90+7or-9058.5 +7or-so +7a� +701.89.8 +7a6o +l -0S7 ,7or-01 +)a6o +156.4 +7or-74.9 +7or-09.6 +7d6o +1-828 +7a-93.9 +74-00.7 +74-90 +/-00.1 +7a6o.2 +701 -OD +7a•90 +l-0B.J +7d•75.9 +7a-90 +7x•90 63" +/-50.1 +l48.S +IS5.7 +7or-025 +74.80 +/60.1 +7x•77.1 +7x-00 +/55.8 +701-71.3 +70/-05.J +7x-00 +70l-79.9 r7a-78.5 +7a-90 +1-57.2 •7or-78.4 +7x-90 +7or-80 H-03./ x701-723 +7d -0B.5 +7x•90 ADDITIONAL Deelpn Pressure (pefj for Wlndowe Attached to s Hor¢omal Fnm• Assembly Tube FRAME HEIGHT ASSEMBLY Window Width 10' MAX. under 23' 2'x15718• 30" 93-1x2• 95' ADDITK]NAL JT ANCHOR Anchor Group Anchor Grow Anchor Anchor Grow Anchor Group Anchor Getup Anchor Grow wxrrQow • • • All All All A B C& D A t3 C e D A B C& D under 23' +7x-90 +7460 K273�14", +7or4)0 +7or-90 +7or-07.8 +7or-00 +7x-90 r7a-03.e +70/. +7x-80 *7or-78.2 +7a-90 25.15/16' +7x410 +7x60 +7x-90 +7or-90 +7d-80 *7x-90 +7x-90 +7d60 +7or-110 +74-07.6 +7x'-00 +7d-90 3e•J!e• +7a-90 +Ta -0o +7a6or7a-90 ,7or-90+7a6o+7a-0o+7or-eo,7or-90+7a-90+7aao.7or-9048'+7a-90+7a� ,7a-90 +7or-so ,7a-80 wa-0o +7a -W +7a-90 .7a-90 .701.90 +7meo +7x-90 s Basle• +7or-so +7a� wa•90 aa6o as -90 +7a-90 .7aao +7or-99 +7or-90 +7or-90 +7a•90 +7a6o +7a-90 80' +7or-90 +7x-90 +7x•90 +7d-00 +7or-80 +7a-00 +7x-90 +7a6o +7or-90 +7d-90 +7aeo +7d6o +74-90 es• .7a -so .7a-00 +7aA0 +7a -0o +7d-eo ,7daw +7d -0o +70160 .701-W +7aA0 +7x-90 +7d -0D +7d-90 � 72' +7x-90 +70/-00 +7x-00 *7or-90 +7x-90 +701-80 +7 701-90 +7x•90 +7x-90 +7x-00 +7d-00 +7x60 +7d-90 78' +7a8D +7x-90 +7or•90 +7or-90+7x-90 +7d4N1 +7x•90 +7a-00 +7x-90 +70!-00 +7a -0D +7or-90 e4• +7or-90 +7aao +7or-so +7a -0o .7a-eo +701-90 +7a•eo • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX. ADDITK]NAL ANCHOR • wxrrQow • • • • 9WID•H • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• FOR GLASS TYPES: TABLE 14'PROTtLIt."P R6YtSf?p 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR- 1/8" AN -.090' PVB - 1/8" AN) t.«o+rwsMdrdr>I��, 3vAd"Cade •PVB•= TROSIFOL BY KURARAY AMERICA, INC. Acceptance�4- stro Dan - .?tY13 nt t�iiwni •xrcu,,:r of �U WINDOW HEIGHT cli J O 111 WINDOW _ J W � WIDTH Q i V SEE SHEETS 18 4 FOR ~ Cn 0 WINDOW ANCHOR Ur LOCATIONS AND QUANTITIES. � Z o TABLE 15 r r C9 Q LL e0 " Wd Lj hDO N � Q bH W N o w 1 Z S o o° 0 ( Z W rn o O O Z W _n rU N o0 W 'Q FRAME o O O 10• MAX. -+{ I TA�EMBLV w o " W u Q _ T I e '7 0 , x0 F=U T TABLE 16: WINDOW ¢ ry HEIGHT ono WINDOW FRAME �� R ASSEMBLY O 4 I O HEIGHT TUBE WINDOW ADDITIONAL I O m F� m 5 -�1 WID ANCHOR z e S7 Q 10• MAX. (4). IF REO. iv z O SEE SHEETS 1 8 4 FOR WINDOW ANCHOR ADDITIONAL LOCATIONS AND QUANTITIES. SEE SHEET ANCHOR 3 FOR ANY ADDITIONAL ANCHORS v (4), IF REO. REQUIRED FOR THE FRAME ASSEMBLY • • s • • • • TUBE. • • •_ .�` pNy • WIArW H Yi-• a • • • • :� ?'t�•'' "IC • •• �C4(, �i SEE SHEBTS I & 4yO%WIWOW APPH(aR • • P; - ••. P LOG•fpNSANWffiU NTfES. SES SHEi1T • • • _ * NO. 58705 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE.I.ATT7F i• • i s• • r i i �'� S/GNAL 0" NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A. LYNN MILLER P.E. P.E.N 68706 Ire Design Pressure (pal 6r Skgle Windows. All Anchor Groupe I I Window tMdth LLLJJJ uMer 23' 2S15I78' 27J74' 30• 331/7 35• 37' unser 23' +7a4XI ,7x$0 +Tadao +7d�9D ,7d•90 ,7x-00 ,ro•eo zs1s116• ,Ta-so I ,7a-90 +7a470 +7a-eo +7a-eo wa-90 .7a�o 36JI8' +7a-90 «ro-90 +7x-00 +7a-eo +7aso +ro-so +ro-eo 4b• waao +ro-9D aro-ao +7a-90 +7a4X1 +7d-90 ,ro4)o so-5le• +7a•ao +7a•so +7a-so .7a-eo +7a-90 +7a-90 .7aao Ba +7x-00 +ro4X1 a7a-00 +roao +7a-90 +7x-08.8 ,7a-84.6 83' +7a�0 +ro-90 +7a-00 +Td-00 +Ta-87.2 +ro-0a +7d-79.9 72' +7d-00 +ro-90 +7d-BB.S +ro-01.5 +6a-70 +6a-89.4 +8aa7.8 76• wa-90 ,7a-90 .Ta-88.3 +roa6.7 .6d-072 +BD/t>5.2 +6d-03.3 6a• wa-9D +7or-so +7x-01.3 +sol-ro +ed-01.a Design Pmaeum (Pe91u Wlndowa Attached k a VMksl Fnm• Assembly ndfe wMdow w�d1n under 23• 2St5/18' 27tH' 30' 331/2• 35' 9T Anchor Group Anchor Group Anchor Group Anchor Group Arches Group Archor Group Archor Group A B C D A B CAD A B CAD A B C D A B C D A B CAD A B CSD under 23" ,7a-eo ,7aao .ro-90 +7aso ala-90 +7a•so ,Ta-90 ,7aaw na4w ,Tor-0o ,7a•eo ,Ta-90 +7a-ao aa•so +7a-eo +Ta-so ,7a-90 +7a-so +Ta-so ,7aaw ,ro•eo a7a-eo ala-0o +7a-w 2sts116- .Ta41D .7a410 .ro-90 .Ta•90 +7a-so ,7a-eo ,7a-w .Ta4w a7aao +7olao +Ta-eo +7a-90 +7aJo .7a-eo +7a-90 +7aao .ro-0o aaJo +7a410 wa-0o +roao aa-so .7a-00 +70/-Do 3e•3re• .Ta-90 ,7aae.4 ,7a-90 a7aJo +7a-04.s +Ta•w +7a-90 as-79 a7a+10 ,7or410 +7a-73 +7a-90 +7a•w +7x•90 +Ta-01.e .7a-w aa-0o aa-0o +7a-7e.3 wa-0o ,7a-0o +Tana ,7a-0D +Ta-0o 4e• ,Taa9.z .r-01.1 +Ta-n.t .7a-0o +r-07.s ,Ta-w ,Ta-90 +r-03.1 wa4ro +7or4X1 ,r-58.4 +7a-90 +7aJ0 +7a-60 +r-0s.a ,7a-x3.9 .Taco +7a-90 .r-0z.e +7a•90 +7a-eo +r•se.2 +7aao +7a-so 50..'!S Na•72.3 H-57.9 +r-09.9 +7x•90 ,r-64 +Ta-90 +7a•9(1 +rs9.6 +7x-90 ,7o/-sD .lraS.a +7a-ee.7 .Ta-90 +Ta-90 +/-02 +Ta•79s +Ta-00 ,7a-00 ,rss.3 .7aso +Ta-0D ,r-56.1 +70 .9 +7 (0 80' H-01 +/JB.B ,/•yes +7aoo +ass ,701-66.6 +7a•w ,/-50.5 +7a-01 +70/-90 +/J8.7 +7d-74.9 •7x-09.8 +7d-ao H-52.3 +1-0T.1 ,7x-00.3 +7d-0o +/-00.1 +7x-00.2 NOl-0B.6 HJ7.1 ,7a-7s,9 ,7a-84.e 83' +/JB.S +/-05.7 ,7a-0e.7 ,131.5 +70/-82s +7x-BO +1-18.1 «7a-77.1 .7a-9D .rJas +Ta•71.3 +7a-0Sa ,7a-eo ,r-19.e ,/-6s.9 +701-70.51+701-87.21 /.47.7 +7aa6.a .Ta ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Dmigr Prarare (pen b Wirivowe A9eoMd to . j•dztiffiOt Fmtrr Auertey nee Wk10oW Width R urlMr 2S 2S75H8' 27.3r4• 38" 331? 38' 31• Anchor Amha ArgMr Anchor GmW ArGgrOwup ArcharGroup Group Group Group All N /Ip AN A B CAD A e CBD A B CAD uMr23• .ra410 .ra-w ara4q ,ra-w .7x-07.9 +ra-w .Ta -0o a7xJ3.e .7a -w .7a -w .7a-79.2 ,Ta-eo 25 -tyre .roao a7a-w ,7a -w ,ra-w ,7a-eo ,7a -w .7aeo ,7a -w .7o/ -w .roa7.e .7a-eo ,ro�B kG 383'8• +7aA0 ,7d -w +ra-w araJo ara-w ,7a -w ,7a-08 +ra-sorTl/-w ,7aAe.8,7111-w a7a-0048• .7a-w+7x-w .m-w+ra-w •raJo .ra-w .71Yb0.ra4n.7a-w +7a -w ,ra-w ,Ta-a0�"so-sle•a7a�ao+7a-waro-w.ro-w,7a-w.7a-w.7asoaroiso.7oawa7aae.a.ml-eo,7a-90 a7aso,ro-ao,ro-w .7a -w .7a -w .7aJao .7aaes ,7aae.s ,7aaee ,7as4.e .7a-e4.e +7aaa.e 93• -77-0/0-0 .7a -w aro-w .7a -co a7aa72 .7a-s7s a7aa7.2 aroaa a7a-ea .7a -B4 .7aae.e ,7a-7e.a +7a-7s.s � 7Y ara4q ,7xA0 a7a-08.5 a7dd1.5 +8a-70 ,6a-70 aBa-70 +8a�.4 a8d6B.4 +8a-0B.a M0/ -07 .e +ea -07.8 +Ba87.8 7B +7ay0 ,7x-90 +7x.88,3 era -78.7 aex-071 sex -07.2 .9x-07.2 +9aJ53 sea -85.2 aea-05.2 a9x-03.3 ,ea -03.3 ,8x-03.3 84' +ra-w +ra-w ,7d-07.3 aBx-79 +410/41-111- Bxai1.8 .90r-01.8 -0a ,/Js.1 ,Taaz.3 +7a-7ss ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Dmigr Prarare (pen b Wirivowe A9eoMd to . j•dztiffiOt Fmtrr Auertey nee Wk10oW Width R urlMr 2S 2S75H8' 27.3r4• 38" 331? 38' 31• Anchor Amha ArgMr Anchor GmW ArGgrOwup ArcharGroup Group Group Group All N /Ip AN A B CAD A e CBD A B CAD uMr23• .ra410 .ra-w ara4q ,ra-w .7x-07.9 +ra-w .Ta -0o a7xJ3.e .7a -w .7a -w .7a-79.2 ,Ta-eo 25 -tyre .roao a7a-w ,7a -w ,ra-w ,7a-eo ,7a -w .7aeo ,7a -w .7o/ -w .roa7.e .7a-eo ,ro�B kG 383'8• +7aA0 ,7d -w +ra-w araJo ara-w ,7a -w ,7a-08 +ra-sorTl/-w ,7aAe.8,7111-w a7a-0048• .7a-w+7x-w .m-w+ra-w •raJo .ra-w .71Yb0.ra4n.7a-w +7a -w ,ra-w ,Ta-a0�"so-sle•a7a�ao+7a-waro-w.ro-w,7a-w.7a-w.7asoaroiso.7oawa7aae.a.ml-eo,7a-90 a7aso,ro-ao,ro-w .7a -w .7a -w .7aJao .7aaes ,7aae.s ,7aaee ,7as4.e .7a-e4.e +7aaa.e 93• -77-0/0-0 .7a -w aro-w .7a -co a7aa72 .7a-s7s a7aa7.2 aroaa a7a-ea .7a -B4 .7aae.e ,7a-7e.a +7a-7s.s � 7Y ara4q ,7xA0 a7a-08.5 a7dd1.5 +8a-70 ,6a-70 aBa-70 +8a�.4 a8d6B.4 +8a-0B.a M0/ -07 .e +ea -07.8 +Ba87.8 7B +7ay0 ,7x-90 +7x.88,3 era -78.7 aex-071 sex -07.2 .9x-07.2 +9aJ53 sea -85.2 aea-05.2 a9x-03.3 ,ea -03.3 ,8x-03.3 84' +ra-w +ra-w ,7d-07.3 aBx-79 +410/41-111- Bxai1.8 .90r-01.8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 77: ':<�nax;Tiio1r7S50 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN) , npLys�. a,th.Flnrsae 8) 7/8" LAMI. IG: (3/16"T - 1/4" AIR - 3/16" AN -.090" SG - 3/16" AN) ;iindo� Dau )� "SG"- SENTRYGLA BY KURARAY AMERICA, INC. titiaen DsAe l'radad<.�oOV'?) 7- �U WINDOW HEIGHT LL J O WINDOW i` WIDTH m d SEE SHEETS 1 8 4 FOR V WINDOW ANCHOR 0 LOCATIONS AND QUANTITIES. � TABLE 18' r J 4LL � a' 0 LL' W �O Q N N o 1�1 0 -6 Z 0 Ln u Q7 J Q y S O o 0 Z O O O Z W u r FRAME u i � W o Q \ U 10• MAX. -� _ ASSEMBLY TUBE w a TABLE 19- n WINDOW orvg or HE7GHf � n � � � ry WINDOW FRAME I 0 LL l e HEIGHT ASSEMBLY o t ZWm3nm TUBE I WINDOW I- ADDITIONAL 11 a '1 WIDTH rANCHOR _ wz rj 10• MAX (4), IF REG. > rn SEE SHEETS 1 8 4 FOR WINDOW ANCHOR o Z w naDD LOCATIONS AND QUANTITIES. SEE SHEET 7 111 111 / • • • • • y) IF 3 FOR ANY ADDITIONAL ANCHORS RW • • • • REQUIRED FOR THE FRAME ASSEMBLY • • • • • • • • • TUBE. T�• "" • y Ddy •• • • • • • OCEN,SF'•. C� ' SEE SHEVI S 1 8►4F•R NAWOW ANSHOR• • • • • * : N0. 56705 LOCATIONS AND QUANTITIES, SEE SHEET * - 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY %� 6TPT �;•� • • • • • • • • • (C ORIDP.. •' '�� F� • • • • • • • • • • • • . NAL \ NOTES: • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS, P.E.a 567D5 Deebn Prpeuro (pa0 Nor Sin9b Wtndowa, All Anchor Grotpe Window width oder 29• 2S1Sr18• 27J/4' 70" 33-112' 35• 37' under Lu Desgn Proeeae 0=fl � Nlrrdc"e Anached to • �r� Frame Aeaemtly Tutee Deegn Pnasuro (paQ br Windows Attached to a VerOW Fame AaaemWy TIAs WtlM BWYdow urdw 23' 2519/16' Z7ala• 30' 3111? 35' 3T ITI AN All All AN A e C9D A e CeD A B C9D under 23` ♦7or->q +70Im +7dm ,lam clam ,7or-07,8 +7or-90 +7dm +ra-03.6 +7aao .Term +7or-79.2 +7aA0 ,7orm +7aao .7aao .Term ,7or-90 +7aao .Ta -90 ,Tam +Term .7aao +7a -07.e ,lam ,lam Window Width +ram ,lam ,7dm +Ta -90 +ram a7am +7or-90 +lam a7am ,7aao +lam .701-90 ,7x60 23• +90/-130 +9a-130 +901-130 +9d-130 a9a-730 +9a-130 +ga-730 33.1/7 2515116' +Ba -130 +8a-130 +9a-130 r9a-130 r9a-130 +9a-730 +9a-130 ArohOr Grote 3eallr a9a-13o aea-13o «9a -13o +9or-13o .9a•73o +9da3o +9a-uo �j 48• +9a-730 +9a-130 «9a-130 +9a-130 «9a-730 a9a-130 +ea -130 +lam +7or-90 +Tam so -518• +9a -13o +901-730 +9a -73o +ea -73o +9a -13o +9d-130 +9a -73o a7am +7aao ,Torero nam BD• +9a-130 +9a-130 +9a-730 +9a-730 +9a-130 +9a-130 +9a-130 � 83• +9d-130 a9a-130 +90/-730 a9a-130 a9a-730 +9a-130 +9a-730 72' +9d-130 +9d-130 +Ba -130 *9d-130 r9a-730 +9a-124.8 +9a-115.7 +r -09.z ,7or-0e.7 ,lam +lam +7olab.b +7a-eo +7o/m 78' ,9a-130 +9a-130 *9a-130 +9a-730 *9a-128.2 +9D'-118.7 +e0/-108.6 +I-0B.a ala -74.9 +701-09.8 +lam &1' ,Ba -130 +>�-130 +9a-130 ,9a-130 +9a-118.4 63' +/58,1 +l-48.5 a/�55.7 +70!-08.7 +1-01.3 *701-025 +lam H-00.1 *701-77.1 r7dm Lu Desgn Proeeae 0=fl � Nlrrdc"e Anached to • �r� Frame Aeaemtly Tutee Deegn Pnasuro (paQ br Windows Attached to a VerOW Fame AaaemWy TIAs WtlM BWYdow urdw 23' 2519/16' Z7ala• 30' 3111? 35' 3T ITI AN All All AN A e C9D A e CeD A B C9D under 23` ♦7or->q +70Im +7dm ,lam clam ,7or-07,8 +7or-90 +7dm +ra-03.6 +7aao .Term +7or-79.2 +7aA0 ,7orm +7aao .7aao .Term ,7or-90 +7aao .Ta -90 ,Tam +Term .7aao +7a -07.e ,lam ,lam Window Width +ram ,lam ,7dm +Ta -90 +ram a7am +7or-90 +lam a7am ,7aao +lam .701-90 ,7x60 .lam .7aao .7aao .Term as -m +ram ,Tam +lam +lam a7am +lam «lam ,Term III IJI �r 23 2S15J78' 27-3r4' 30' 33.1/7 33' 3T .Tam .lam ,form ,lam .Tam ,lam .Tam +lam .Tam .7aao .lam .lam .Tam Anttor Omup Arnlnr Cxoup Anchor Group ArohOr Grote Anchor Cr2 oup amao +701-901 +Tam ,lam ,Term +7aao +7aao Anchor Group Anchor Group A B C D A B C8D A B C8D A 8 C D A 8 C D A B C9D A B C D lade( 23• +7aaao +7dm +Ta -90 aTam .7orm +7or-90 +Tam +lam +7or-90 +Tam ,7dm +lam +lam a7am .7dm +lam a7(ym +lam ,7dm +7or-90 .lam .lam .ram +lam +lam 2T..ts/1e• +lam +7o1m «7aao a7am +7aao ,Torero nam +lam +lam +rom +Tam *lam a7am +lam +7a-ao «Tam +lam +lam +lam +7or-7p .lam .lam +Tam +ram +lam � 38.318• +Term +7aa6.a +lam +Tam +7aao +7orm +lam +7aao aam *ram +ram *Term +Tam ,lam ,7a-ao +7dm +mm +Term +lam ,Term ,lam .lam +Term +lam +Tam 48' +7d-78.2 +/-01.1 +7or-73.1 +701 -DO +701-04.4 ,7(11-00 +lam +7aaB.9 +Td -90 +lam ,7or-77 +lam ,7dm +lam +7or-7e.s +7a -BO +7(y -g0 +lam +Taas.1 +lam +lam ,Ta -02.9 .7x-80 +7x-90 70/-90 5osle• +7or-n.3 +/-s7.9 +/.69.3 +lam +70l-00.1 ,lam ,lam +7o/a4.e +lam +Tam +r -09.z ,7or-0e.7 ,lam +lam +7olab.b +7a-eo +7o/m +lam +Ta -71.z +lam +lam +7aae.e +7or-e9.a +lam +lam � 6p• +/-01 +!-08.B al -0e.5 +7or-9D +1.87.5 +70l-08.8 ,lam ,1-03.1 +7or-01 +ram +I-0B.a ala -74.9 +701-09.8 +lam +/-02.8 +7a-03.9 a7am.3 +lam H-00.1 aram.2 «Term +1-08.3 +7or-75.9 +7a -9D +lam 63' +/58,1 +l-48.5 a/�55.7 +70!-08.7 +1-01.3 *701-025 +lam H-00.1 *701-77.1 r7dm +1-05.8 +7or-71.3 +Ta -05.3 +7dm Nd9.8 +7or-79.8 +7or-76-5 +7(Vm •/-67.2 +7or-78.4 +lam +/-03.1 +7or-72.3 +7a26.i +lam Desgn Proeeae 0=fl � Nlrrdc"e Anached to • �r� Frame Aeaemtly Tutee WtlM BWYdow urdw 23' 2519/16' Z7ala• 30' 3111? 35' 3T Mchor AnUwr Anchor Anchor Arrolwr tlroup Arwhor Gier4 Mahon Orap Omup Orap Orwp Grwp AN All All AN A e C9D A e CeD A B C9D under 23` ♦7or->q +70Im +7dm ,lam clam ,7or-07,8 +7or-90 +7dm +ra-03.6 +7aao .Term +7or-79.2 +7aA0 ,7orm +7aao .7aao .Term ,7or-90 +7aao .Ta -90 ,Tam +Term .7aao +7a -07.e ,lam ,lam +ram ,lam ,7dm +Ta -90 +ram a7am +7or-90 +lam a7am ,7aao +lam .701-90 ,7x60 .lam .7aao .7aao .Term as -m +ram ,Tam +lam +lam a7am +lam «lam ,Term .Term a7am +lam ,Term ara-90 .Tam +7w 90 .lam +lam ,7aao .Tam .7aao .lam T .lam +Tam ,7or-eo aam +Tam .7aao «Tam +lam +7dm .7aao +701-00 a7o/m +To/m •70V -9D +Tam a7a-90 +lam ala -90 ,7aa0 ,lam ,lam +7da0 +lam +lam +lam a7am .Tam .lam ,form ,lam .Tam ,lam .Tam +lam .Tam .7aao .lam .lam .Tam +7or-9D aramaramao,lam +7aao+lam7dm+lam («701-00 +lam amao +701-901 +Tam ,lam ,Term +7aao +7aao • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item Dwg. N Description Material 1 7002 Main Frame Head, Sill & Jamb 6063 -TS Alum. 2 7071 Anchor Plate e0e3-T6Alum. 3 7003 Sash Top,Bottom & Side Rail 6063-76 Alum. 4 7006 Frame Comer Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstri .137" x.275" Flax PVC 70 10 7024 Maxim Multi -Point Lock ••• 11 7026 Lock Support Plate Steil 12 7014 Multi -Lock Keeper Steel 13 7013 Tie BarGuide Nylon 14 7015 Tie BarAssembly Steel or SS 15 1 7028 IMaxim Dyado rator W W�24" Steel 16 7027 IMaxim Dual Ann Operator, WW>24" Sled 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Backing Plate Sled 19 7051 Operator SacerBlock Nylon 20 7032 Stud Bracket Sled 21 7033 Operator Track &Slider Dual Arm) Sled 22 7023 Egress HI nge I avy Duty), Manuf. by Truth Steel 23 1 7050 Egress Hinge/Washable(HD),Manuf. by Truth Steal 24 1 ISnubber, Anti -blowout Clip Steal 32 1 1713 ISettjn Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1- 4" EPDM 3S 7036 Laml Bead B 0063 -TU Alun - 36 7042 Lami Bead C W83 -TB sun• 37 7059 Lami Bead D 6083-T6 Alum. 38 1224 Vinyl Bulb Wst (Thick) Flex PVC 7D 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 999 Silicon Backbedding 60 1 7006 Screen Frame 3105-1-114 Alum. 61 7040 Screen Corner Key potypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add-on Flange 8D83 -Te Alum. 71 7004 Frame Assy Tube 6083-T6 Alum. 80 #8-32 x 1/2" Ph. Pn, Mach. ScrTYPE B Stainless Sled 81 1157 #S x 1/2" Ph. Pn. SMS Stainless Sled 82 #8 x 5/8" Fl. Ph. SMS Stainless Steal 83 #8 x 7/8" Fl. Ph. SMS Stainless Steel 84 #8 x 1" FI. Ph. TEK Stainless Steal 115 #8 x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Stat 87#10x 2" Ph. Pn./ TEK Stainless Steel 89 #1024 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 1#12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTER AS REQUIRED PER TABLE 3, SHEET 4 FRAME Or • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ON, VENICE, FL 34275 • (941) 460-1600 • 00—IiHTOaltr • PGTMDU$MCS.M. • ALL MGHTS RESELh CERT. OF Al1TH. #2929 INTERIOR JR 105/25/17 I NO CHANGES THIS SHEET. rised Oy:l Dote: I Revimo—: ?'RCDUCr REYt3ED x, cemrAylttg with the Fhrida 3"iid4ng Co& /t� \cap<sna No ' UP 14.1 ¢ Ex tetion Due eF Miura aJe PrI Cortaro DescNRtio":urown 11Y.BOM AND CORNER VIEW J ROSOWSKI TaM e CASEMENT WINDOW DETAILS — LM 8t SM 08/08/12 Series/Model: I Score: Sneer. Vr mw 9 No. Rev: CA -740 NTS 10 OF 11 MD-CA740-LM C ICONE HOT -MELT BUM STRUCTURAL SILICONE STRUCTU�AA 1/4'NOM. FOAM 3718'NOM. POLYISOBUTYLEW�1WITH DESICCADESICCANTEXT. GLASS EXT. GLASS (/'//� \-INT. GLASS \-INT. GLASS ,o0 KODISPACE SUPER 4SG TPS G1 SPACERO NXT'" c(U/ -INT. GLASS V4/-, DURASEAL® XL EDGE? 702 SPACER 03 SPACER NT FILL AREA 5716" NOM. -ICONE SEAL INT. GLASS Part # ALUMINUM REINFORCEMENT POLYIS6 100 BUTYLENE 1070 TECHNOLOGY 275 • N. VENICE, FL 3a276 (941) 480-1600 COPYRIGIR•YC17 • • PGTMWSTRIE9. INC. RI I.RIGM, 11S 1 V 5/16' NOM. SEAL BUM 8 See this Sheet for Materials DESICCANT ROLL -FORMED _ FOAM ^ Rev: C STAINLESS STEEL EXT. GLASS-'/,XX//J • EXT. GLASS -_1 c(U/ -INT. GLASS V4/-, DURASEAL® XL EDGE? 702 SPACER 03 SPACER NT FILL AREA 5716" NOM. -ICONE SEAL INT. GLASS Part # Description Material 100 Kommerlirlg 4SG TPS Spacer System 1070 TECHNOLOGY 275 • N. VENICE, FL 3a276 (941) 480-1600 COPYRIGIR•YC17 • • PGTMWSTRIE9. INC. RI I.RIGM, 11S 1 V 101 Ouanex Super Spacer nXT wfth Hot Melt Butyl See this Sheet for Materials 102 Quanex Duraseal Spacer 103 Cardinal )L Edge Spacer NOM. 2.919•' cm 439 I FRAME HEAD, SILL & JAMB #7002,6063-T6 1.356' 1* .o95' j 2 ANCHOR PLATE #7071, 6063-T6 706' _ .050" R .665' 35 BEAD B #7036,6063-T6 I �_ . 172" .670" .050" .569• 37 BEAD D #7059, 6063-T6 1T} -I 062" �l NOM. 1.159' 2.139 3 SASH TOP, BOTTOM & SIDE #7003,6063-T6 .040' 1.000' .423' FIXED 60 SCREEN FRAME #7006, 3105-1-114 .523• .050' .865" T 36 BEAD C #7042, 6063-T6 • • • O `% •� ` • Revised By. Dafe: Revision: :• .r• �C 's• JR 05/25/17 SHE • •• • • • • R'`P ' Revised Qy: Date: Reviion' • • • �* : • • No.4870E •• •� 1t - 1.124" 1~ .125" 2.701" .062" .093" 7 FRAME ASSEMBLY TUBE #7004, 6063-T6 2.203' t 1 .093+4L .093' 70 ADDON FLANGE #134,6063-T6 PRODUCT RuVISM m complying witb the Pfarida n,alaug Ctde @ftpira Det" Miami edrr REFEREN ST EP - 1 70 • • • • • • • .. • • • • • • • • -- =p O,(�•. F �. � K� ••.�i0 I��`.•'• .� � '�Ss * • ,, P �� • `'/LL \ \\ • • • •A LYNNTILLER P.E P.Er ILUE B. Cescript.— EXTRUSIONS & SPACERS u— dy' J ROSOWSKI 1070 TECHNOLOGY 275 • N. VENICE, FL 3a276 (941) 480-1600 COPYRIGIR•YC17 • • PGTMWSTRIE9. INC. RI I.RIGM, 11S 1 V Ttre: CASEMENT WINDOW DETAILS - LM & SM Date: 08/08/12 Series/Model: CA -740 Scan: NTS Sncet: 11 OF 11 Drerirg 40. MD-CA740-LM Rev: C CERT. OF AUTH. 129296 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MIAMI-DADE MIAMI-RADE COUNTY EMM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE.OF ACCEPTANCE (NOA) www.miamidade.gov/economy -'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 Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami --Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the FloridA gailding...... Code, including the High Velocity Hurricane Zone.- DESCRIPTION: one.- • DESCR_ IPTION: Series "CA -740F Fixed Casement" Aluminum Fixed Window.: LAI. ' ..' ...... APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement ONVindow Details -...... LM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, pi;O aVed by rnanudoturer, • signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Protuot Contrgl.Rivision 40 0 stamp with the Notice of Acceptance number and expiration date by the Miami gee Cour".PAduct Control Section.• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant,, 0.0 Soo 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.110wise 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 and renews NOA# 16-0629.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. floNOA No. 17-0614.15 Expiration Date: April 11, 2023 Approval Date: October 12,2017 1 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 12-1218.11) 2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", 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. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970 dated. 15000.00 06/07/16 and 06/02/16 respectively, all signed and sealed by IdILWsprtega,P.E. •• (Submitted under previous NOA No. 16-0629.22) • ...... .. . ...... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ... • • : • • • • 2) Uniform Static Air Pressure Test, Loading pef VHC, TAV. 20.94 • 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 -243f4 •. 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94...: • • • • • • • along with marked -up drawings and installation diagram of a sesies 4A740t • • "" aluminum fixed casement window, prepared by Fenestration Testing Labord` &Vl.Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC 5' Edition (2014), and with FBC 611 Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Man , P.E. Product Con rol Ex iner NOA 614.15 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 50' Edition (2014) and with FBC 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, 0000 signed by Ishaq Chanda, P.E. •„� • 0000.. (Submitted under previous NOA No. 16-0629.22) • .. 0000 • G. OTHERS • 0000.. 0000.. 1. Notice of Acceptance No. 16-0629.22, issued to PGT Industries,'N for them g fies • • • 0000 "CA -740F Fixed Casement" Aluminum Fixed Window - L.M.Ii, .Vpjgved o>1.Q&11/16..:..' and expiring on 04/11/18. .. •• 0000 .w.... • 0000.. • 0 • • • • • • � � 0000.• 0000.. • . 6 6 • 0000.. • .0 • . 0000 Manuel P re P.E. Product Controlxa iner NOA No. 1 - 614.15 Expiration Date: April 11, 2023 Approval Date: October 12, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW 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 MWA1-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COO CONCRETE MASONRY UNITS AND CONCRETE NTH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. DESIGN PRESSURE RATING I IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 6-10 MISSILE IMPACT RESISTANCE 80' WIDTH 53' VISIBLE LIGHT WIDTH (DLO) 4- MAX �— r� B, SEE SHEET 2 4" MAK I 19"0C MAX. IF JAMB IS OVER 60'. 4) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE A SEE SHEET2 76" CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL 69' IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS VISIBLE DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS LIGHT (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER HEIGHT LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND (DLO) INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND A SEE SHEET2 76" 1 5116" Lami (118 An -.090' PVB - 1/8 An) HEIGHT WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT • 3 7/16' Lami (3116 HS - .090' SG - 3/16 HS) 23' O.C. MAX. EMBEDMENT AS SPECIFIED ON TABLE 3. SHEET 4. NARROW JOINT IF JAMB IS 5 7/8' Lami. IG (1/8' T- 7116' Air -1/8' An -0W PVB -118' An 60" OR LESS. SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 3 19' O.C. MAX. IF HEAD OR SILL INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL 8 7/8' Lemi. IG (3/18" T - 1/4' Air - 3/1 B" An - .090' SG - 3116" An SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 23' O.C. MAX IF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE HEAD OR SILL SCOPE OF THESE INSTRUCTIONS. IS 6(r OR LESS. 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 TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% 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-7063,3579,3560,3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CODES/ STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E1300-04 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL. ADM -2015 •AISI S100-12 •AISC 36010 TYP. ELEVATION OF FIXED CASEMENT WINDOW r Glass Types A SEE SHEET2 76" 1 5116" Lami (118 An -.090' PVB - 1/8 An) HEIGHT 2 711ti Lami (3/16 An -.090" SG - 3116 An)8 • 3 7/16' Lami (3116 HS - .090' SG - 3/16 HS) 23' O.C. MAX. 4 718' Lem(. IG (1/8" An - 711W Air- 118' An—0917 .090' PVB -118" An IF JAMB IS 5 7/8' Lami. IG (1/8' T- 7116' Air -1/8' An -0W PVB -118' An 60" OR LESS. G -7 6 7/8" Lemi. IG (3116" An - 1/4' Air- 3118" An -.090" SG - 3 19' O.C. MAX. IF HEAD OR SILL IS OVER 60'. TYP. ELEVATION OF FIXED CASEMENT WINDOW r Glass Types Sheet # 1 5116" Lami (118 An -.090' PVB - 1/8 An) 6 2 711ti Lami (3/16 An -.090" SG - 3116 An)8 • 3 7/16' Lami (3116 HS - .090' SG - 3/16 HS) 9 4 718' Lem(. IG (1/8" An - 711W Air- 118' An—0917 .090' PVB -118" An 10 5 7/8' Lami. IG (1/8' T- 7116' Air -1/8' An -0W PVB -118' An 7 G -7 6 7/8" Lemi. IG (3116" An - 1/4' Air- 3118" An -.090" SG - EXTERKIR 77/8' Leml. IG (3116" An - 1/4' A(r- 3/16' HS -.090" SG - 3116' HS 9 8 7/8' Lemi. IG (3/18" T - 1/4' Air - 3/1 B" An - .090' SG - 3116" An 8 9 7/6' Lemi. IG (3116" T- 114' Air- 3116' HS -.OW SG -3/16' HIS 9 -PVB-= T KV `b 1I -VL.•' P V B IN i tK1A1CK OT ---T IvvlC rtrt.n• Irva.. 'SG"= SENTRYGLAS®INTERLAYER BY KURARAY AM PA IIK4, / so GENERAL NOTES ............................. 1 • eb:A ♦ 7 N s : : a:'�'iM �� • ELEVATION 1 • GLASS - AMERICA, INC. .................. -................... GLAZING DETAILS ........................... 1 • • Is • • *:•* •' a �• •• * i INSTALLATION ............... ................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS ............ 4 EXTERKIR — pO :�� I�:••[(/` ANCHOR QUANTITIES ..................... 4-5 DESIGN PRESSURES 6.10 410 s • �'c,Clr'• (�P.. •' ...................... ASSEMBLY DETAILSIBOM .............. 11 • . I G� LASS 61 • • • • �. LYNN i•U ER P.E. • • • P.E.P 58705 G/1 G- u OGLASSS STACK STAl7( ,IXq' TROSIFQ PVB 1/8' ANNEALED BYKUMMV GLASS - AMERICA, INC. •� - _ 118' ANNEALED EXTERIOR 39 C1A55 a EXTERKIR —� a IF� � 11118' GLASS 1l1 GLASS PLATED GLASS STACK w .090'sd Br KURARAY 3M6' ANNEALED OR AMERICA. INC. HEAT -STRENGTHENED GLASS •� 3/16' ANNEALED OR I —HEAT -STRENGTHENED EXTERKIR GLASS a IF� -11116' I t I G� LASS GLASS TYPE 1 GLASS TYPES 2 & 3 7I8- NOM. 7/8' NOM' GLASS STACK NITLAMINATED GLASS STACK 7I18'LAMINATED GLASS STACK 1 'l f— GLASS STACK 1/8'ANNEALED � 3l18'ANNFALED OR GLASS HEATSTRENCTHENED GLASS 7116'AIRSPACE a IWAIRSPACE� .69G' TROSIFOL .090' SAY KURARAY 1/0* ANNEALED OR PVB BYKURARAY 3/1VANNEALED JAMERICA NC TEMPERED GLASS AMERCA, INC. GLASS ALEO OR 11W ANNEALED 3R6' ANNENGTHEN I• GLASS EXTEPoOR I • MEATSTRENGTHENED GLASS EXTE�RPo , a 11I16'GGLASS aGLASS 37 BITE �` I BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 7/9'140M. � GLASS STACK I I 711 TED Gu55 STACK 1WAIRSPACE 3110'ANNEALEDOR HEATSTRENG111ENED GLASS 116'TEMPERED .090'DUPONT3G BY GLASS KURARAY AMERICA. INC. /-1 3,1 B' A1lEAlED OR 11/18' GLASS so PRODUCT RS 0 32 PA e--,4"Y5i6 vialth the F 4iae iiuiliq CaAG GLASS TYPES 8 & 9 Dob, I � vises Ry: Dais: Revision 8: IQw JR 05/25!17 UPDATED ANCHORAGE ,» PER FBC 2017. wised DY Dote: Revision A: I GENERAL NOTES 8L ELEVATION I J ROSOWSKI I • 1070 TECHNOLOGY DRIVE Mw • N. VENICE, FL 34275 • (941)480.1600 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 WYyGNT 02011 PGT-ER_VM E8. INC. SeT Ihfo0e1: Stale: Sheet: Draivinq No. Rev: ARTOF AUTH. INED CA -740 NTS 1 OF 11 MD-CA740F-LM C CERT. OF AUTH. 1129296 • • • • • • • • • • • •• •• ••• ••• •• •• INSTALLATION EDGE OPTION 1 DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 WINDOW HEIGHT EXTERIOR <--1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE VISIBLE LIGHT HEIGHT (DLO) 39 INSTALLATION_ EDGE DISTANCE OPTION 2 CONCRETE/CMU INSTALLATION PER ANCHOR ANCHORS DIRECTLY REQUIREMENT EMBEDMENT INTO MASONRY.—"-"` TYP. ANCHOR i/4' MAX TYPE SHIM EMBEDMENTAND EDGE DISTANCE 4 PER SUBSTRATE. 3 SEE TABLE 3. SH ET4•.... T EDGE DISTANCE •• f EMBEDMENT OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS SEE OF All Al. BE NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION BUCK OPTION SHOWN MAY BE USED ON ANY HEIGHT SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1 -1/2 - THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X 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. MAXIMUM SHIM THICKNESS TO BE 114'. 1X WOOD BUCKSTRIP, Sr NOTE 2, THIS SHEET. 1l4' MAX SjHIM DISTANCE PER SUBSTRATE, „ T SEE TABLE 3, SHEET 4. CONCRETE EMBEDMENT PER ANCHOR INSTALLATION OPTION 3 REQUIREMENT ' INSTALLATION ANCHORS THROUGH ! - — EDGE DISTANCE 1X BUCKSTRIP INTO MASONRY. VERTICAL SECTION 13-8 10' MAX �1 I DETAIL Al ------- BUCK WIDTH VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A 10'MAX. Ir— I I / I I I L.--- SEE DETAIL A2, BELOW DETAIL A2 AS REQUIRED PER TABLE 3, SHEET 4 NOTES 1) WHEN INSTALLING 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 Anahom Requ"ad on each Side o1 the Final Aaembly Tube A F Window Anchor Type LL Width A B, C & D y•\,,�y1,1(.A��• ,••_ -• 17' - 26.7 1 0 0.5/255/17 27- , 1 /- Window Am pe Hft" A 8.C8D g 17' - 23.7 , 0 = 27t 1 , INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERIOR STEEL STUD. VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT -7 PRODUCT REVISBD as emn¢lyip vkb the Fie" DuedmeCode D' • `\• • 146 - mw "rte • • �•�a�.. or. ,.ate. Reunion B: I 1"1i y•\,,�y1,1(.A��• ,••_ -• JR 0.5/255/17 NO CHANGES THIS SHEET. •� Q�• • • •lav- • Re ;sed By; Dcte: Revision A: • • • • Ntl. �r05 • '. •, • Descriyliun: GENERAL NOTES & ELEVATION Drove By: J ROSOWSKI 1/ Lq 's� ST 1 ® •• • � •' &070{ECW40LOGY DRIVE Dote: • • M Ill..." 4 • • •\ • N•VENX:E, FL 34276 Tithe: • • • • •'. S'�.` S% • 7 // • • • •(94»48(-1600 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 Series/Madel: Scale: SM1eet: Orc,rin9 No. Rev: • 1 11 1 41 X11• : • �'LRTB REBERYED INC. • A LYNN MILLER, P.E. CA -740 NTS 2 OF 11 MD-CA740F-LM C CERT. OF RUTH. /R92B6 P.Ee 6870.5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIXED CASEMENT (0) I WINDOW A HEIGHT WINDOW —� WIDTH MSER��IES— -- -- FIXED EXTERIOR CASEMENT n WINDOW V 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 6.10, 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 TABLES LABELED "NNDOW ANCHORS REQUIRED" (TABLES 2A 8 26, SHEETS 4 A 5), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIXED CASEMENT /CASEMENT (OX) AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: 740 I '40 SERIES FRAME SERIES FIXED ASSEMBLYCASEMENT CASEMENT TUBE WINDOW WINDOW f / FIGURE 2: 740 SERIES Tube (FAT) \ C C 740 SERIES 1 740 I '40 SERIES FRAME SERIES FIXED ASSEMBLYCASEMENT CASEMENT TUBE WINDOW WINDOW f / FIGURE 2: 740 SERIES Tube (FAT) 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES AWNING 740 SERIES 1 j i WINDOW — CASEMENT DETAILS, WITH MIN. #12 X 1" SHEET WINDOW D FRAME WINDOW* METAL SCREWS. USE THE SAME ASSEMBLY LL SPACING AND QUANTITY AS THE A B. C i D __ TUBE FRAME OPPOSITE FRAME MEMBER. 10', SEE NOTE 7, _ D —ASSEMBLY THIS SHEET TUBE 740 SERIES \� NOT EXCEED 6Y IN LENGTH (AS USED —CASEMENT � MIN. #12X IN A 63" FLANGED WINDOW) OR BE WINDOW USED IN TEE OR GROSS THROUGH THROUGH CONFIGURATIONS. 740 SERIES _ INSTALLATION TUBE IS E HOLES 6) THE FRAME ASSEMBLY WINDOW FRAME NOT REQUIRED TO BE CUPPED TO — ASSEMBLY THE SUBSTRATE. ALL EXTERIOR Fl E TUBE JOINTS TO BE SEALED BY INSTALLER. 740 SERIES \�- LLJ FIXED CASEMENT 'SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN. #12 X 1' SMS THROUGH INSTALLATION HOLES L rJ i' SMS THROUGH THROUGHOUGH INSTALLATION �� • HOLES 740 SERIES _/ FRAME � 740 SERIES FIXED EXTERIOR CASEMENT CASEMENT n ASSEMBLY WINDOWWINDOW IJ EXTERIOR HORIZONTAL SECTION C -C WINDOW --- 1) DIMENSIONS SHOWN ARE TIP -TO -TIP 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 IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY LOWLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 740 SERIES EXTERIOR FIXED CASEMENT WINDOW FOR EACH WINDOW IN A COMBINED ASSEMBLY: MDC i VC:IOqkk • • • Is VERTICAL•._ SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGUOS 1 6 2, THO SH%V.%EtRIjNE:OLo AItHOR GROUP FROM TABLE 3, SHEET 4. •• • 2) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. • • •• • • • • • • • • • ••• • of 000 of 0 0 0 00 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A FRAME ASSEMBLY TUBE' . THIS MUST BE DONE FOF 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. 4) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED- (TABLES 2A Q 2B, JJHEETS 4 C51. DETEP A F.T4 AlpABER O& AVH0g6%EEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • • • • • • • • • •• • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS "11?OUGH TME VINDOW FRAME INTO iiE IKJBWRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X i" ANCHORS ARE TO BE USED THROUGH THE FRAM INTO 111E FRAME ASSEMBLY•ITJBE (SEE"TAILS ON THIS SHEET). 000 • • • • 000 • • • %00: • • • • • %00: • • • •• •• • • • •• •• ••• • • • ••• • 0 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: AddtlerW Anchors Requi m each Side olthe From Assembly Tube (FAT) 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES AnchwT pe 740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING >� — CASEMENT DETAILS, WITH MIN. #12 X 1" SHEET WINDOW 28`• WINDOW* METAL SCREWS. USE THE SAME Anchor pe LL SPACING AND QUANTITY AS THE A B. C i D FRAME OPPOSITE FRAME MEMBER. FRAME _ ASSEMBLY —ASSEMBLY TUBE 5)THE FRAME ASSEMBLY TUBE MAY TUBE NOT EXCEED 6Y IN LENGTH (AS USED MIN. #12X IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR GROSS THROUGH THROUGH CONFIGURATIONS. 740 SERIES _ INSTALLATION TUBE IS CASEMENT HOLES 6) THE FRAME ASSEMBLY WINDOW NOT REQUIRED TO BE CUPPED TO THE SUBSTRATE. ALL EXTERIOR Fl JOINTS TO BE SEALED BY INSTALLER. 740 SERIES EXTERIOR FIXED CASEMENT WINDOW FOR EACH WINDOW IN A COMBINED ASSEMBLY: MDC i VC:IOqkk • • • Is VERTICAL•._ SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGUOS 1 6 2, THO SH%V.%EtRIjNE:OLo AItHOR GROUP FROM TABLE 3, SHEET 4. •• • 2) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. • • •• • • • • • • • • • ••• • of 000 of 0 0 0 00 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A FRAME ASSEMBLY TUBE' . THIS MUST BE DONE FOF 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. 4) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED- (TABLES 2A Q 2B, JJHEETS 4 C51. DETEP A F.T4 AlpABER O& AVH0g6%EEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • • • • • • • • • •• • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS "11?OUGH TME VINDOW FRAME INTO iiE IKJBWRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X i" ANCHORS ARE TO BE USED THROUGH THE FRAM INTO 111E FRAME ASSEMBLY•ITJBE (SEE"TAILS ON THIS SHEET). 000 • • • • 000 • • • %00: • • • • • %00: • • • •• •• • • • •• •• ••• • • • ••• • 0 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: AddtlerW Anchors Requi m each Side olthe From Assembly Tube (FAT) F Wldaw AnchwT pe u Wtih A I B,CBD >� iT-25.9' 1 0 � 28`• 1 1 H Anchor pe LL A B. C i D 1 �7- 1 0 1 1 PRODUCT REVIM as sea¢yhI wNA dw RiRiA• A3-"- i'vdeOOC)NMee Ise 11-0614. FT `8A Ern D•e f ABTrmni a o J_ Q JLu Q a_ w O Lu Lu O r Z 04 04 H Ai O '60 00 IZ Lu 2 3. � LI Q Q O O .. UJ U og x o o LL LL 2 J LL O r LL O m Tn �Z 0 ti Q V AY LYNIy ' * N0.58705 'o q l •' �a %plc''•flORIDI" �2�: r;S,10NAL �NC��. AIf11111111 A. LYNN MILLER, P.E. P.E.a M7De TABLE 2A PRODUCT RFV[SED as —0y* wit6lke F:BsiRI+L Auccepc•we Akr `r'_i�l _ @�in♦tEae Gate (�� 07 Miem' erk pnrdari 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON �U SHEET 1. DIMENSIONS SHOWN ARE TIP-TO-TIP. J 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE U) SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. J �p 3) TABLE DIMENSIONS MAY T m n BE ORIENTED VERTICALLY ` ' ' Q OR HORIZONTALLY SHORT LONG ~ 1n a U 1 AS SHOWN: SIDE SIDE }T L l a o '�' SIDE ~ SHORT c Q W r SIDE Q o> a•- SAMPLE CONFIGURATIONS: �>"' 7 ` CL Q 0 z Q 0 a � X ti 04 D x x x o d --f-�- N p 0 uF— X "to co Z z EZ 7) op op Q Z X O O OPERABLE d w WINDOWS (x) X O MAY BE j 3 CO p� CASEMENT > > V WINDOWS O 0 ..OLong OR '- Vi t:n o % O X X X AWNING o O O aU W �U WINDOWS 0 Z v X .t OF THE a '� c $ Q '= LL rn SAME Long Ot O a0� O SERIES. Y O P�, J Pvv 'T`c • o g�g TABLE 3' TABLE 3: conL P ZJ� qJe o li - :r Mb. Mb. Anchor w Getup Anchor Sobemta Edge O.C. Ernbadmenl Plsis i 4 O 01--sm Di.L Rsquked7 F ¢a • ea 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE n Z g tuS 012, MeW SMS (G5) 806375 Akan. 3/8' 5/S .0717 Y. THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP or #12.410 6S SMS A38 glad 3IB' S/8' .050' Ya OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. o A653 StA, or. .04V,08 Ge. 'sae • 11 1I S. Pine, 5/S 2) ANCHOR MUST EXTEND A MIN. OF 3 THREADS BEYOND ANY METAL �0' oNi LYNIy el No 014, st4el SMS (G5) 6083-Ts A 3/e• 71 SUBSTRATE. .` � M/ or •14, 410 33 SMS A3e SteN w ` '� 7}CENyF' •.:(_ M53 Skid, S8' 8 Ge. • 3) ANCHORS MAY BE HEXHEAO. PANHEAD OR FLATHEAD.• 2.85k c—te 1• 4' 1.314' Yr No. SIM `D 2.116k Concrete 2-1/2' 4' 1-3/6' Ya 114' steel Ult.—m Mated• Min. Fy Min. F. Nokow Block 2-1R' S 1-1/4' Yell Filled B 2-12 4' 1-314' Yw SMeI Scmv 82 ksi 120 ksi �II/I ♦Y • 410 Senw 90 lest 110 lest 114. 410 SS 3' Y • • Eke UhmCwA 155 Its] 177 ksi ��• ••. r 44 J.35k C rale 1/2' ••.�10R10►•. •'• \ GsteFbz Hollo 1/2' 410 SS Eko CMeFNzlP 127.4 ksi 189.7 ksi 'i�s 3.Sk t>,ne•w MNPIVI.11� -14i No • • B0B�x sw,�m io t.i see k.i '�SONAL1Eteel UOwcon Hollow k 41L7/8'-•4' Mol • 2-1/2' 3(4' No Gr, 33 SWI Stud 33 ksi 45 ksi A. LYNN MILLER, P.E. P.E.a 58705 Window Anchors Required (ST" and Lesson Short Side Dinen•ion) Short Side Anchor 7ypa older 23' 25-15110" -314 2 31-1f2' 33tf2' 34' 3T A 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 A B C D under 23' L Side 2 2 2 2 ShorLong Long t Side 2 2 2 2 2515118' Skis 3 2 2 2 3 27-2—T-2 Short Side 2 2 2 2 3 2 2 2 �. Lon Side 4 J 3 3 5 3 3 3 5 3 3 3 5 7 3 3 S 3 3 3 S 3 3 3 5 3 3 J Ghat Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 37, L Side S 9 3 3 5 3 3 3 S 3 3 3 5 3 3 3 5 3 3 3 S 4 3 3 3 4 J 9 5 ♦ 3 3 ShOR Side 2 2 2 2 J 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 3 3 5 4 3 3 44' Side 8 4 3 3 6 4 3 3 8 4 4 3 7 ! 4 3 7 4 4 J 7 5 4 3 7 5 4 3 7 5 4 3 Short Side 2 2 2 2 ] 2 2 2 3 2 2 2 4 2 2 2 4 3 3 J 5 3 3 3 5 3 3 3 5 4 3 3 44 1/4' Long Side 8 4 3 3 8 4 4 3 7 4 1 3 7 4 4 3 7 4 1 J 7 5 4 3 7 S 4 3 7 5 4 3 Short SW 2 2 2 2 3 2 2 2 3 2 2 2 1 2 2 2 4 3 3 3 5 3 3 3 5 ] 3 3 S ♦ 9 3 L Side 7 5 4 3 6 5 4 3 8 5 5 3 8 5 5 3 9 6 5 3 9 B 5 3 9 B 5 3 70 8 5 3 53-tf8' Short Skis 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 ] 5 3 3 J 5 ] 3 3 5 4 3 3 �. Lo Side 8 5 4 4 9 B 5 4 9 8 5 4 10 8 5 / f0 8 S 4 10 7 8 4 10 7 S 4 tt 7 8 4 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 J 3 S 5 3 3 3 5 3 3 3 5 1 3 3 63' Lo 61da 9 8 5 4 10 B 5 4 10 7 6 4 it 7 8 1 11 7 B 4 12 T 6 4 12 7 8 4 12 8 7 4 Short gide 2 2 2 2 3 2 2 2 3 2 2 2 ♦ 2 2 2 4 J 9 3 5 3 J 9 5 3 9 3 5 4 3 3 � 88.13IiS Side 10 6 5 5 10 7 8 5 11 7 8 5 11 7 8 5 72 B 8 5 12 8 7 5 13 B 7 5 13 8 7 5 H Short Side 2 2 2 2 3 2 2 2 3 2 2 Z 1 2 2 2 4 3 9 3 5 3 3 3 5 3 3 3 5 / 3 3 E 871/2' Sde 10 6 5 5 71 7 6 5 11 7 8 5 11 7 8 5 12 8 7 5 13 B 7 5 73 8 7 5 13 D 7 S � ShorLom t Side 2 2 2 2 3 2 2 2 3 2 2 2 ♦ 2 2 2 4 9 3 3 S 3 9 3 5 3 3 3 5 4 3 3 88' 3da 10 8 5 S 17 7 8 5 11 7 8 5 12 7 8 5 12 8 7 5 13 8 7 5 13 8 7 5 14 9 7 5 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 ♦ 2 2 2 4 3 3 J 5 3 3 3 5 3 3 3 5 4 3 3 70' L Skis 10 8 8 5 11 7 8 5 12 7 8 5 12 B 8 5 iJ 8 7 5 /3 8 T 5 13 D 7 5 14 D 8 5 Sha/ gide 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 S 3 3 3 6 4 3 3 M„ Lo Side 70 7 8 5 11 7 6 5 12 8 7 5 12 8 7 5 13 8 7 5 11 9 7 5 14 9 7 5 15 9 8 S Short Side 2 2 2 2 3 2 2 2 3 2 2 2 4 2 2 2 4 3 3 3 5 3 3 3 5 3 J 3 5 4 3 J E74LSide7651288512B751387514D7S14D85149851570B5ShortSide22223Z229222122243336'3335333S43]Laide11785128751387S13B7511B8515985159B51610B5Shor11 Long tSkN22223222322242224333S333SJ335433Slda12B7574975119B/5D8S181088t71198171181811108ShoRSkis2222322232224222433353J3S3]5433SM91711719121072013177211311723tt12821IS1382/15138281814DShorLmV t Group Anehor Subetrsh Min. Min. Edge O.C. gsunu Ofsbncs Min. Embedment Anclw PMu Requted7 s12. steal SMS (OS) 1 808375 Alum..063' No A389tsel Sr8' S/8' .050' N. A853 Stud, Gr. 93 9/S SIB' -WS'. 20 Os. No A s14, steN 6MS (OS) or 1111,110 55 SMS 008378 ANan. 3t8' SC .083• No A38 StsN 3/8' S/8' A653 Sbd, Cir. 33 3l6' S/S 5kConor4te2-7/'4'oi!4'st4slUenconT8'2-1/2'S'1!1's14e1UhconHollowBlock1•1II'410SS310GehFNz2-1/2'S•o a2m Side222322221222433JS333533JS433Side2113118231/1282415138251013927i714B7BIB151028161510 ShortSide22223222324222433]53335333 Side � 14 12 9 25 18 13 9 28 17 14 9 28 17 /5 9 20 10 18 10 Short Side 2 2 2 2 3 2 2 2 3 2 2 2 1 2 2 2 4 3 3 3 Group Anehor Subetrsh Min. Min. Edge O.C. gsunu Ofsbncs Min. Embedment Anclw PMu Requted7 s12. steal SMS (OS) 1 808375 Alum..063' No A389tsel Sr8' S/8' .050' N. A853 Stud, Gr. 93 9/S SIB' -WS'. 20 Os. No A s14, steN 6MS (OS) or 1111,110 55 SMS 008378 ANan. 3t8' SC .083• No A38 StsN 3/8' S/8' A653 Sbd, Cir. 33 3l6' S/S 5kConor4te2-7/'4'oi!4'st4slUenconT8'2-1/2'S'1!1's14e1UhconHollowBlock1•1II'410SS310GehFNz2-1/2'S•o a2m 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • 000 0 0 I nine moo: THE ELEVATIONS ON SHEET 1. DIMENSIONS Window Anchors Required (Over 37" on Short Side Dimension) SHOWN ARE TIP -TO -TIP. J N LL 2) FOR SIZES NOT SHOWN, ROUND UP TO W —J O THE NEXT AVAILABLE SHORT OR LONG, SIDE Shut Sidi,- DIMENSION SHOWN ON THE TABLE. i Q 3) TABLE DIMENSIONS MAYBE ORIENTED 0 J t Q o Anrhor Type ` 40" -44.4&114" T H H SHORT LONG SIDE 610E Z LL O Q to r 8 67-117, SIDE SHORT SHORT �-- SIDE A B G D A B I C 1 D A B C 0 A B C D A B C D A B C D A B C D A B 1 C D under 2T Long Side o Q H Z QpO Q Z ^Z a � Short bide co 3 � W a O O .. O V m0 O a 160 25-15110" Long Side .p "� o`er AR ELL y Shod Side 35,Long Side Short Side 3T Low Side Short Side Lore Side 7 5 4 3 7 5 M• Short Side 6 4 3 3 7 5 M43 Long Side 7 5 4 3 7 5 441!4. Short Side 6 4 3 3 7 5 L Srde 10 6 5 4 10 7 0 4 10 7 6 4 11 7 6 4 531/8" Short Side 8 4 3 3 7 5 4 3 9 6 5 3 11 7 6 4 Long Side 11 7 6 4 12 8 6 4 12 8 7 4 12 6 7 4 12 8 7 4 13 8 7 4 —9.—t—&,—d&—T-8— 4 3 3 7 5 4 3 9 6 5 3 11 7 8 4 11 7 8 4 13 8 7 4 Long Side 13 6 7 5 13 9 7 5 14 9 7 5 14 9 8 5 14 9 8 5 15 9 8 5 15 9 B 5 15 9 8 5 83. Short Side 6 4 3 3' 7 5 4 3 9 6 5 3 11 7 6 4 11 7 6 4 13 8 7 4 13 9 7 5 15 9 8 5 yQ Long Side 14 9 7 5 15 9 8 5 15 10 8 5 10 10 8 5 18 10 8 5 1B 10 8 5 16 10 8 5 18 10 8 5 15 10 8 5 b 68.13!16„ Short Side 6 4 3 3 7 5 4 3 9 6 5 3 10 7 8 4 11 7 6 4 12 8 7 4 13 8 7 5 14 9 8 5 18 10 8 8 Lon Side 14 9 B 5 15 9 8 5 15 10 8 5 16 10 8 8 16 10 B 6 16 10 8 6 16 10 8 6 16 10 8 8 16 10 8 8 67-112* Short Side 6 4 3 3 7 5 4 3 9 8 5 3 10 7 8 4 11 7 6 4 /2 8 7 4 13 8 7 5 14 9 7 5 18 10 B 8 Lon bias 14 9 B 5 15 10 8 5 16 10 8 5 18 10 9 6 16 10 9 8 18 10 9 9 16 10 9 8 18 10 9 8 68" Shorn Side 6 4 3 3 7 5 4 3 9 8 5 3 10 7 6 4 11 7 6 4 12 8 B 4 13 8 7 4 14 9 7 5 L Side 15 9 8 5 18 10 8 5 16 10 9 6 19 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 16 10 9 6 70, Shod Side 8 4 3 3 7 5 4 3 1 9 1 8 5 3 10 7 6 / 10 7 6 4 12 7 8 4 12 8 7 4 13 9 7 L Side 15 10 8 5 18 10 9 8 17 11 9 6 17 11 9 6 17 11 9 6 17 11 9 8 17 11 9 6 17 11 9 8 72" Short Side 8 4 3 3 7 5 4 3 9 6 5 3 10 a 5 4 10 7 6 4 12 7 8 4 12 6 7 4 13 8 7 5 Long Side 10 10 9 B 17 11 9 6 17 11 9 8 1T 11 9 8 17 11 9 8 17 11 9 6 17 11 9 8 74, Shod Side 8 1 3 3 7 5 4 3 9 6 5 3 10 8 5 4 10 7 6 4 11 7 6 4 12 8 8 1 Lon Side 18 10 9 6 17 11 9 8 18 11 9 8 16 11 9 8 18 11 9 6 16 11 9 8 18 11 9 0 70„ Short Side 8 4 3 3 7 5 4 3 9 5 5 3 10 8 5 4 10 6 5 4 11 7 8 4 12 8 6 1 Long Side 19 12 10 6 20 12 10 7 20 12 10 7 20 12 10 7 20 12 10 7 �. Short Side 6 4 3 3 7 5 4 3 8 5 Long Side 28 17 14 9 114" Short Side 6 4 3 3 EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW: 7116" MEAT -STRENGTHENED LAMINATED GLASS, 114• MASONRY ANCHORS INTO CONCRETE, -701485 PSF DP REQUIRED 14•- r--10,�'-Fl —i 4-�— CASEMENT ANCHORS (SEE SEPERATE NOA): A) FROM TABLE 12, ANCHORS C IL D ALLOW A OP 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 8 SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 8 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD 8 SILL). PRODUCT REVISM Builday Colt Acctptenoe NO } •� �'�'• Expi Dile Eiv Miwri ade d " 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. J N LL 2) FOR SIZES NOT SHOWN, ROUND UP TO W —J O THE NEXT AVAILABLE SHORT OR LONG, SIDE n DIMENSION SHOWN ON THE TABLE. i Q 3) TABLE DIMENSIONS MAYBE ORIENTED 0 J t Q o VERTICALLY OR HORIZONTALLY AS SHOWN: �� T H H SHORT LONG SIDE 610E « (L o Z LL O Q 0 to r SIDE SHORT SHORT �-- SIDE Z o Q H Z QpO Q Z ^Z a � co 3 � W a O O .. O V m0 O a 160 „zux_ .p "� o`er AR ELL y FIXED CASEMENT ANCHORS: A) FROM TABLE 11, A 34• X 61• 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 A IRVAD DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX • • C,FROM TO.BLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. • • • • • D) SIMILARLY, 3 ANCHORS ARE REWIRED IN THE HEAD 8 SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F).P?RU N SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY • 4• TWE §ID OFTHE FIXED CASEMENT (HEAD 8 SILL). • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • * NO, 58705 Q • •� o T�OF • ••�� s�oN11ALL6. L1111ENG`� A l A. LV� MIR, P.E. RE Or 68705 FOR GLASS TYPES: PRODUCTREVISEO ac mm0yilg with the Fi+ridc 1) 5/16" LAMI (1/8 AN -.090' PVB - 1/8 AN), Bildftode I -b t 'PVB'a TROSIFOL VB INTERLAYER BY KURARAY AMERICA, INC./•� D» 1 r By TABLE 4• Miami UEl SHORT LONG SIDE SIDE a (� I F_ SIDE SSIDE J LL 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. C� � 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY r a V OR HORIZONTALLY AS SHOWN. 0 J .o D H Z_ Q o <Q W BLE 5, CL n C� 3 LL p e0 W " cD 4r 534w N Z N o w 6 o° O�ft 2r +YW40 .701 ii o co O Z N Z vj W W CL < o O O Z U r 0 O ay W �U FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRA10' FRAME SEE SHEETS 1, 4 & 5 FOR WINDOW ASSEMBLY SEE SHEETS 1, 4 & 5 z u LLO MA)< �•+- DIMENSION FOR WINDOW ANCHOR r C ASSTUBEMBLY WINDOWANCHOR g TUBE LOCATIONS AND w LOCATIONS AND QUANTITIES. SEE SHEET c Z R v WINDOW QUANTITIES. SEE SHEET T} 1D• MAX 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL I • • • ANCHORS REQUIRED • • "A• ANCHORS REQUIRED • • • PbR fHEOPRAME • • ��`� NY LYIV ''I, FOR THE FRAM • ADDITIONAL BLS. TSE • • ` �Q ,.. -.... N.1', r -� WT1D04V ADDRKNJAL ASSEMBLY TUBE. WINDOW • AP�IQR• • -• 'i i'• • ��.•'•�ICEN$E •7��/�. X=. ANCHOR ANCHOR DIMENSION �'•' (4), IF'4tE(R • • • • • • •B• 14), IF REQ. _� -A• • • • • • • • • • • • �•• •�13 /% * No.58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • I1111I 111t A. LYNNMIiLER, P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS PE.# 58705 Deelen Presque (pall far Shell NhiA +n, All Arcfar dove 9b1 Stle •outer 23' 25-15HB' 27J/a' 33-1? 37• M 48-1/1• 511A' weer23 a70Fe0 26-iSHB• a7a-60 +70Im 3T a7am arom +lam +%eo arom $ ar .lam ,rom .rom .rom .lam .lam I ae-1rP .Tam ,lam .lam +lam .lam ,roaa1 .rom.1 531/8' +70%OD arom arom r701m rroaa.t +ea -7o ,ea -TO ,eaa7.e sc ,rom .lam .lam ,7a-a1.z r7a-n ,eaa7.e .eaa3.z 87 ,lam +lam rrom +M.25 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Deelen Pmsve Wal) far W1'dowa AIfAr11e0 b •Fame Atsam6l/ TOe NMdourr DYri•rlon'A' m v10. 2T 26-15ne z7�a• sal 97• 9a 09' Archy AroMr AnoMr Arohu Gmup Arohor <. oW Ancror Gmq Andy dao McM OroiD Aro/nr DIa9 Anchor Cnx4 D A B C D A 8 C D A B C D A8 AN M A B CeD A B Cao A 8 C D A B C 2s•1s1a +rom .lam .iam +7W.90 a.rom ,rom ,rom.rom,1a1.++rom.rom+rom./aaf.roaae+lamrom.rs1.5.7aa2.e ream +roms7• sio +Tam aiam rrom «roa1.oarom,rom .7ai0,rom.aa.e«lamr7am +roma/ae.e.lam+rom+romr/sv.e.7x-01.1 +ro•e4.1 .ia-aa1.ue.tan+7a-n+ian,r-ts.1+ia-io.1+7a-io.1ria-io.1a+•«iam«iam,iam«roaee.rom.ram.rom.iamaro-7e,roa7+rom+rom.rae.a+ia-ia9.iaa..1.iaa.1�.1.ia-izs.ia�.i.%rs.i+/ro.a.rye+eir�r.a.ei/.ei.e+rs.e.rao.e.re1.s./a1aae-ve,rom«iam.rom+iam.lam.mm F+TW4-T.6,rom,lam.rars.i«rom.rom.7mm .rom.iam./yeariaiea.w-ea.1+roaa1./m.1.ia-iz9.ia-0o.r.iam.1«Nay.rasa.w.a-n..®aa1..ue.rms331/C +rom «lam +rom .lam .rom .lam +roa4.1rro-89.1Hei.1 ♦%75.7 +7a-is.i +L57.6 ./-0e.s/52s H3B.e «r87.s +A67.558'+iam+rom.iam.mass,mass+roet2,ro-nrro-n,/asa,eila7.e,eila7.e+f7ane/.52e.ret2 .reteNasssr.rom.ro-i&a«ia-ie.a.ix-ies.ia-m.t+ia-io.1ranir/-e1.s ./55s rlaae 84' .iam aromA +ro-71 9 +laa.2 Na9.2 +/81.2 a-Tfle ,71V-70.1 +ea91.3 76• aro-Y0 ,Taa9b r7a-7S.7 N3B.8 N�JSe ea• ,lam .ia�mA .7m -71a ./-saz ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Deelen Pmsve Wal) far W1'dowa AIfAr11e0 b •Fame Atsam6l/ TOe NMdourr DYri•rlon'A' m v10. 2T 26-15ne z7�a• sal 97• 9a 09' Archy AroMr AnoMr Arohu Gmup Arohor <. oW Ancror Gmq Andy dao McM OroiD Aro/nr DIa9 Anchor Cnx4 D A B C D A 8 C D A B C D A8 AN M A B CeD A B Cao A 8 C D A B C 2s•1s1a +rom .lam .iam +7W.90 a.rom ,rom ,rom.rom,1a1.++rom.rom+rom./aaf.roaae+lamrom.rs1.5.7aa2.e ream +roms7• sio +Tam aiam rrom «roa1.oarom,rom .7ai0,rom.aa.e«lamr7am +roma/ae.e.lam+rom+romr/sv.e.7x-01.1 +ro•e4.1 .ia-aa1.ue.tan+7a-n+ian,r-ts.1+ia-io.1+7a-io.1ria-io.1a+•«iam«iam,iam«roaee.rom.ram.rom.iamaro-7e,roa7+rom+rom.rae.a+ia-ia9.iaa..1.iaa.1�.1.ia-izs.ia�.i.%rs.i+/ro.a.rye+eir�r.a.ei/.ei.e+rs.e.rao.e.re1.s./a1aae-ve,rom«iam.rom+iam.lam.mm F+TW4-T.6,rom,lam.rars.i«rom.rom.7mm .rom.iam./yeariaiea.w-ea.1+roaa1./m.1.ia-iz9.ia-0o.r.iam.1«Nay.rasa.w.a-n..®aa1..ue.rms331/C +rom «lam +rom .lam .rom .lam +roa4.1rro-89.1Hei.1 ♦%75.7 +7a-is.i +L57.6 ./-0e.s/52s H3B.e «r87.s +A67.558'+iam+rom.iam.mass,mass+roet2,ro-nrro-n,/asa,eila7.e,eila7.e+f7ane/.52e.ret2 .reteNasssr.rom.ro-i&a«ia-ie.a.ix-ies.ia-m.t+ia-io.1ranir/-e1.s ./55s rlaae 84' .iam aromA +ro-71 9 +laa.2 Na9.2 +/81.2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: PRODUCTREVISI32 5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR -1/8" AN -.090" PVB - 1/8" AN)'' ..j0�_Ihlb.�"t building Code •PVB'= TROSIFOL PVB INTERLAYER BY KURARAY AMERICA INC. Accept>Me 14o I 't� TABLE 6: - E'•'^1101 �e AAA111111 b}' Miam Dade T4neucl SHORT IANC SDE SIDE o -U SDE LONG SSIDE7 1) SEE SHEETS 1, 4 8 5 FOR WINDOW ANCHOR LL LOCATIONS AND QUANTITIES. J W � 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY m J Q OR HORIZONTALLY AS SHOWN. < / a U W Z J pctc G a Q W � TABLE T c cl Q 0 � LL O � a ti Air C W 0 6i a Z "' ;D w N O 0oO ooO D Z '^Z vi W W LLI o Z U _� r0 sU p¢ O O s� w �U w `: Er W e X " � 5 � 'o' 0 lL h Y > G{ gffi FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE g 3: FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME _J WINDOW SEE SHEETS 1.465 U o 10• FRAME SEE SHEETS 1, 4 & 5 FOR ASSEMBLY a �MAx, ASSEMBLY WINDOW ANCHOR DIMENSION T FOR WINDOW ANCHOR r i Q TUBE "B' LOCATIONS AND n U QUANTp1ESAS�EE SHEET +T 70' MAX QUANTITIES. SEE SHEET WINDOW 3 FOR ANY ADDITIONAL 3 FOR ANY ADDITIONAL DIMENSON � V • • -A- ANCHORS REQUIRED • • • WCH S UI D N FOR THE FRAME • • • �Ri1'IF#RAME • • \��N•,,..., ��'//'i -� -ADCI•SSWASW TYKE.• • •� LICENSE •• �� I WINDOW ADDITIONAL ASSEMBLY TUBE. WIN AfYOR• • • • • • • • DIMENSION ANCHOR DIMENSION (4), IGRE� • • • • • • ` ��% 'B" (4), IF REQ. -A• • 000 • • • • • • * .; �No. 58705 _ •• ••• • ••• • • %O •' ST TE • • • • • • • • • • �i S, . • �1 • • • • • • • • • • • �'�/ZONAL L1171x` • • • • • • • A. LYNN MILLER, P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURA7DNS Deefpn Pleasv" Ips b SlnDle Whdowt, M Anelgr G.W. JI sron sloe ui0n 7J' 7S75I18' 273Y 331/2" 3T 4C 467/C un4w Zr +rom F3r 0"ai6" PStit"ure (p.1) I., WIMow" A5s"hed b "F/•ro A"IwnCly Tub m VBrmw Omr�bn •A' -1-W121,151111 raN• sr 7 ve• B9' El Arcbr Amrol Amho• �� • Andy Glm• Ah. Om/q Ariehv Ob,P Gwiq oA'4 G�9 AncM Gaol• Amhar Glow A�ehel Gwp AN AN AN CeD A B CAD A B C D A B C D A utlrt 73' + m m •aro•-+-723++/++aN82675/18'arom+rom+lam B C D A B C D A B C D +lam +ro-07.6 arom+lam,ro-7 arom++7fMm +lam++187.1 a7am+7x-90 +lam +/81.1 ♦Txm ,lam +ToonN-0s.9ro-50.e +lam arom+/-01.5 +7a4V2.5+lam +7a8D+romarom+ro +lam +ro-78.e +lam a7am +1-048 +rom+lama7Drm H-58.8 +7a8p +lam+lam+/S1.e +%es.g+rom +lam +/JB +7a -7e.5 +7a-07.8 +TIYd7.8 +/.15.1+7a -T2.9 +7a -79.D +70/•7D.9+romro,rom +rom+lam ,rom+lam +ro-76 +7x87 +7ay9+lam ♦/80.9TY3 +7mm a7amaromm+lam+roffi4 +lam .lam +rom+lam +/-0p9 arom+7a-1b+RY-00N83.1 +7affi7 +7affi5 +Tam+lam K+701 arom +ro85.7 arom+7aao5g -90+7(Y-90 +lam,7x80+lam+7a-90 +7aaT.e +7x-07.8 +mBT.e .rom.lam.lama7am.la e3' T.2 aro-07.2 rro-79.9 aro-76.9 aro-7a9 7B +rom +lam +7x-05.3 .lam ,lam ,lam +7mm .lam •rom.ro-96+lam.lam+lamarom.roma7am+lam.rom a7am+Tam.Tam,Tam.7m-90 +Tam.ro-07.e.lam+TamTam+roars.- +ro-60arom+7x-08.354 +Tam arom a7a87.3 0"ai6" PStit"ure (p.1) I., WIMow" A5s"hed b "F/•ro A"IwnCly Tub m VBrmw Omr�bn •A' -1-W121,151111 raN• sr 7 ve• B9' El Arcbr Amrol Amho• �� • Andy Glm• Ah. Om/q Ariehv Ob,P Gwiq oA'4 G�9 AncM Gaol• Amhar Glow A�ehel Gwp AN AN AN CeD A B CAD A B C D A B C D A utlrt 73' + m m •aro•-+-723++/++aN82675/18'arom+rom+lam B C D A B C D A B C D +lam +ro-07.6 arom+lam,ro-7 arom++7fMm +lam++187.1 a7am+7x-90 +lam +/81.1 ♦Txm ,lam +ToonN-0s.9ro-50.e +lam arom+/-01.5 +7a4V2.5+lam +7a8D+romarom+ro +lam +ro-78.e +lam a7am +1-048 +rom+lama7Drm H-58.8 +7a8p +lam+lam+/S1.e +%es.g+rom +lam +/JB +7a -7e.5 +7a-07.8 +TIYd7.8 +/.15.1+7a -T2.9 +7a -79.D +70/•7D.9+romro,rom +rom+lam ,rom+lam +ro-76 +7x87 +7ay9+lam ♦/80.9TY3 +7mm a7amaromm+lam+roffi4 +rom+lam +/-0p9 arom+7a-1b+RY-00N83.1 +7affi7 +7affi5 +Tam+lam K+701 arom +ro85.7 arom+7aao5g -90+7(Y-90 +lam,7x80+lam+7a-90 +7aaT.e +7x-07.8 +mBT.e e3' T.2 aro-07.2 rro-79.9 aro-76.9 aro-7a9 7B +rom +lam +7x-05.3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: PRODtiCI'AEV[9SD 2) 7/16" LAMI. (3/16" AN - .090" SG - 3/16" AN _ aeaampl7;ng ria69Mi•i� 6) 718" LAMI. IG: (3/16" AN - 114" AIR - 3116" AN - .090" SG - 3/16" AN) 8) 718" LAMI. IG: (3/16"T- 1/4" AIR - 3/16" AN - .090" SG - 3116" AN) 'SG'= TABLE 8: SENTRY NTERLAYER BY KURARAY AMERICA INC. 87 Miami a� oQael SHORT LONG SIDE SIDE U T T LONG I SHORT I (n SDE ~1 SIDE i'- W W O 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR GO U LOCATIONS AND QUANTITIES. Fj-- 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. W NNZ Q a Q c Q TABLE 9: o� O 3 U_ O 8 0 N 0- z N p W � N P = Z H Z CO W N W � ..1n �U' O 8Q kW �X 3U wZ � FIGURE FOR HORIZONTAL FRAME ASSEMBLY TIRE • a o FIGURE FOR VERTICAL FRAME ASSEMBLY TUBEFRAME _� g 10• FRAME SEE SHEETS 1, 4 h 5 FOR WINDOW ASSEMBLY SEE SHEETS 1, 4 6 5 MAX. AY WINDOW ANCHOR DBAENSION TUBE FOR WINDOW ANCHOR TUBE LOCATIONS AND •B' LOCATIONS AND o Z WINDOW QUANTITIES. SEE SHEET T 1Q. MAX 3 FOR RIES. SEE SHEET o NAL DIMENSION 3 FOR ANY ADDITIONAL I 3 FOR ANY REQUIRED •A• I ANCHORS REQUIRED ANCHORS REQUIRED l l l l l }r FOR THE FRAME • • • • FOR SIE F7jIW� • • �� NY �YIft 1 �DIMENSION�- AADDITIONAL NCHOR ASSEMBLY TUBE. WINRO I - A14FHOR• AS: EW: LYiUBf. : • (4). IF REO. DIMENSI018 • #)9IF I#Q. 'A' Y•• • • • • • • • - * : No. 59705 ••� L is 6 `��-. TE AzORIOIll G ` • • • • • • • • • • ��, /ONAL • • • • • • • • •• • • 000 • • • • • • • • • �///rllll1%+1 SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS • • • • • • A. LYNN 4 511705 R P.E. ❑ Design Pressure (peQ h ehge Wkgow4, All Anchor Gage Short 9I9e u19er 2S 2616/t8' ter M-vr J4' 47 X eo• er e7_+rr sneer xr .9N•+3o 2s.16/1e• .•b-1Jo w9• -1J0 . ei' +9b-130 «9p/-130 +Bb -123.1 «ODI -+16.6 +eb-110.7 +eb-teR7 N-89.1 H-eE.1 H -e3.1 e7-1 /C .ed -1a0 .9W -13D .00r-+xs.7 .9D�-+13.9 .9n.lro .9na7e ./-e4e .aeo.s .r-Te.J .l -7s.1 m 7r .9or-13D ♦9a -t29.2 .gar-ns.T wa+.nte «9n.1ro.e «9b.96.1 .4- 1H.3 ./-n.1 ./.7J.e e 78' . +9N•1J0 +9d•12T.6 «9a-117.1 +BOF1111.2 «9a•1M.1 +90'-W2 a476 H-726 9 9r .9n -+a9 .fa-+zs.a .9n-n4.s .9otilm.s ♦eor-+o+.J N. m.7 111' +Ba -130 ♦9fY-t1A6 .9G�-10e.e W01.101.4 +ea•W N -TJ 1J4' +9b -1J0 +got' -117.J +9aV-108.J +901-08 «9b -92e 144 ♦9d-1A.e .9b-tte.4 .90V -706a «90IA8 Design Pressure 10sfl la Willows Attached to a Frame Assemhl7 Tube Wefdow Dimension •A" R unearz3" z,-lylo- 2s' l.lrr - Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group Anchor Greup Anchor Gray Group Group Graf Gr -701-90 oup All AN Al AN A B C d D A B C D A B C D A 8 C D A B C D uMet 27 • -90 ♦Td -90 + ♦Td 3.3 +70f.87.7 ♦ +l 3 N +l +l ♦I .1 +l N b0 251 1B' • d-90 .76F.0 •701.90 ♦7a -9D +7d-90 «7a -W ♦la•90 +7x•90 +7aA0 +7x-90 +7a -7S1 +7x-90 •Ta -00 ♦7a-90 N-07.5 +ro-0Q6 +7x-90 +7x-90 N-04.3 ♦7x82.5 •7b-90 ♦•7a-90 'r6 Si' TWO, 9D •7d-90 •7aA0 •ro-90 +7x•90 • aao .roao +7x•90 •7x•90 •ro-9D ♦7d•90 N� +ro-79.2 + -03 ♦ro-09.1 ♦181.2 +7d -T1.3 ♦Ta -74.7 +ro-85.1 H53 Ns9.4 +Ia-71.1 ♦7a-83.1 e s7-lrr +7a•90 .7a-90 .Ta -so .7a.90 .7a -so +7aao •ro-90 .7a.ese .Ta•90 .Taco _ .! .4 +7a•Tas 7 -TO -1774 +7a .e .l .1 ♦r ,/ -/-5114 -143,4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .! 4 _ . T2" +7d-90 ♦7a-90 ♦7a-90 ♦7a•90 +Tol-90 •7x-90 +roao ♦7d-07.8 •781.80 +ro-90 +ro•90 N84.9 +/89.3 +7a-72.5 •7x81.3 +rSQ1 N824 N859 •ro-75.1 .Isl +1s9.{ +1-82.2 •7a-73.8 E a 76' +7aao •7a-90 •Ta -90 ♦ld•90 +ro•90 •7d-90 •ro-90 + +7d-90 +7a�so «Ta•90 +1-01.5 +7a-73.4 +7D1-78 «7a-78 N553 +189.1 N$1.9 •ro-72s ss" ♦Ta -90 .ro-90 .7aso +7a-90 +ro-90 •ro•90 +Ta -90 ♦7a -01a . -09.9 + e N a ./ s +7d o. *ro- 0.7 114• «7d-90 •7a-90 +7a•so +ro•90 ♦Id -90 •7a-90 +ro-90 ♦70r-73 +7a-73 «7a-73 ♦7a-73 � 134• +7aaD .ro-90 •7a.so .Ta -so .ro-so wd•90 •roao 14s• «roao ♦7a -so .7a-90 .Ta -90 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ^❑ ader23• 25-1&16' DeMpn Pm 0.0 for SWg*VVW—. All Anchor C—P. Shat Side 29• 1 31-1/YFW� 4x W 90' ex 67-11Y under 23• +901-130 DIMENSION 'B• Deslpn Pressure (psf ter Windows Attached to a From Assembly Tube T 17 MAX. •� mWindow • D9.ENSK)Hr �). IF EQ A•• ••• •• 25-16116' 4001-130 +901-130 'g o o` • • Dimension •A• • • • 63• +901-130 =-I 30 +901-130 +901-130 under 23• 25-15r1B' +901-130 49D'-130 +901-130 +90'.130 e7-1rz• +901-130 +901-130 +901-130 +961-130 • +ON -13D +90'-130 +901-130 +901-13 +901-130 7Y +9x -13o +901-130 +901.130 +901-130 Anchor OmLV +9x -13D +90'-130 +901-130 490"30 m +901-130 +901-131) +901-130 +pa -/3p Zch +pa -130 +W' -13D +901-130 NI e4' +901-130 +901430 +001-130 +901-130 A B +901-13D 4901.130 A 8 C D 1U• 4901-130 +901-130 +901-130 +001-130 +7 +pry -13D + + I. 4901-130 +901-130 +901-130 +901-13D +901-130 +701-9f1 +l .1 +H&. + -BB. 'm 6 145• +901-130 +901-130 +001-130 4901-13D .lam +7am +701 +7a .?DPW +70140 +701-00 +70/7&1 +rom +70/40 +7am +701-4110 .7am .rom +70140 ,7am +7am +1.87.5 +701-05.6 +70-90 +7am +7x-03 4 .70129 1 +rom FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS -.090" SG - 3/16 HS) 7) 7/8" LAMI IG: 3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI IG: (3116"T - 1/4" AIR - 3/16" HS -.090* SG - 3/16" HS) 'SO•" SENTRYGLAS%TERLAYER BY KURARAY AMERICA, INC L L I _ — ONG SHORT � SIDE SIDTE } LONG SHORT I SIDE SIDE 1�- 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 10• y- FRAME i _ASSEMBLY '/T TUBE L WINDOW 1 DIMENSION F —�WINDOWADDITIONAL 1 DIMENSK)rl� ANCHOR (4), IF REO. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS EE SHEETS 1, 4 & 5 FOR aNDOW ANCHOR :)CATIONS AND UANTITIES. SEE SHEET FOR ANY ADDITIONAL HCHORS REQUIRED DR THE FRAME SSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY • • • • • • • FRAME WINDOW ASSEMBLY DIMENSION 'B• Deslpn Pressure (psf ter Windows Attached to a From Assembly Tube T 17 MAX. •� mWindow • D9.ENSK)Hr �). IF EQ A•• ••• •• C� Z J Q 'g o o` • • Dimension •A• • • • • • • • • • r--� under 23• 25-15r1B' 2p' 31-1/2' • • ••• • • • ••• • • O O � Z H Anchor Group Anchor Group Anchor Grote Anchor Group Anchor OmLV Anchor GroW Anchor Group W W a. Anchor Group Anchor Grail O Zch NI All A9 NI A B 1 C& "0 B C D A B C D A 8 C D A B C D under 23• +701 +rom +7 + + + +701 73.3 + 2 .7 + 0140 +l +1.54.3 +/ + 0140 +I HHB. +1 +701-9f1 +l .1 +H&. + -BB. 'm 6 25-15'16• +lam 63' +7am +70140 +7x40 +7am +7am +70/-00 +701-00 +70140 +7am .lam +7am +701 +7a .?DPW +70140 +701-00 +70/7&1 +rom +70/40 +7am +701-4110 .7am .rom +70140 ,7am +7am +1.87.5 +701-05.6 +70-90 +7am +7x-03 4 .70129 1 +rom +7am +1.64.3 +701.92.5 +ram +7am +701-79.5- +7(Y-84-0 +7am +70140 +701-00 67-117 +7am +701-90 +7am +7am +701-00 +7am +7aV+7W-00 +7am +7am +7am +7x40 +70140 +7x40 •7am +70123 .7am +70126 +7am +7x24 +70127.1 +ram +7am+7am +7Q'-60 +7am +ro40 +7am +7am .7a +7am +7am +7am +70140 +rom +7am +7am +701276 +7am +70/40 +701-00 +70123.4 +7x-09.1 +7am +7am.ram +70140 +7am +7x40 +70/40 +7am •7a +7am +7am +7am +ra20 +7am +70140 +7am +7am 470140 +7x40 +70140+7am +7am +7am +7am +7am +70140 +7a +7am .7am .7am +701-00 +ram +7am +7am114• +701-00 +70120 ,7am +7am +7am +70/40 +7a +7am +7am +701-90134• +7am +70(-90 +70140 +ram +70/40 +7am +7a 145• +701m +701m +70m +7am 10• y- FRAME i _ASSEMBLY '/T TUBE L WINDOW 1 DIMENSION F —�WINDOWADDITIONAL 1 DIMENSK)rl� ANCHOR (4), IF REO. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS EE SHEETS 1, 4 & 5 FOR aNDOW ANCHOR :)CATIONS AND UANTITIES. SEE SHEET FOR ANY ADDITIONAL HCHORS REQUIRED DR THE FRAME SSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY • • • • • • • FRAME WINDOW ASSEMBLY DIMENSION 'B• TU13E T 17 MAX. •� -�•�WINNOW • D9.ENSK)Hr �). IF EQ A•• ••• •• WISE SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANF.iOR RE DIRE% • FQ �I1E • A8SErBtj TUIFE. • .. ... . ••• . • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • a 0/U o ~ C� Z J Q 'g o o` • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • rRODUCTREV64ED Building Cade �'F Ot'o �� A,�<pl4nce 790 Fcr mtk"r Dae Ely tt e4toar' - W O m Q a 0/U o ~ C� Z J Q 'g o o` � I- c 0 'e CI r LL (L p Z v0 t^ n N N p W O O � Z N Z 0o oo in in W Y Y W W a. W W O O Zch U _� v r 0 0 �U "0 -W 0/w Y o Y w yaU O c � U LY No. 56705 . ;s!O NAL EN A. L" M06A. P.E. U Desl9n Pres (Pon for Singe Windo ir. All Anehor Groupe 9h"n Sloe aper 27- 25-15110' 27.90 33117 37' 44' 4&110 53116' uMrt23• .601-70 Z InDDITISML WMJNCwOR9 i -� OiMEp{a9.nv �• %). IF .ES. • VI 25-t5r10' +001-70 +fi&-70 00 • • urMW 23. 25-15118' 2734• 37- +e0/-70 +eN-70 �OOI-70 +00/-70 +Od-70 •• 8 N' .6U'-70 +601-70 +fid -70 +001-70 +601-70 a0W-70 y 4&tN• +001-70 +OOI-70 .Od-70 +001-70 +001-70 +OW -70 .w-70 g 53110' +604-70 +001-70 +001-70 .601-70 +6W -RI +601-70 +601-70 +OWAB.3 9 1. .001 -TO +601-70 +601.70 +601-70 +801-70 +6469.6 +001-01.9 G1' +001-70 +60/-70 +601.70 +801-70 +601-70 +eW62,9 70• +801-70 +001 -TO +001.70 +W1-70 +/-57 84' +601-70 +801-70 +601-70 -.Mao-5 N- 55.8 a6W-70 +801-70 FOR GLASS TYPES: 4) 7/8" LAMI. IG:(1/8" AN - 7116" AIR - 1/8" AN - .090" PVB -1/8" AN) -PVB-- TROSIFOL"PVB INTERLAYER BY KURARAY AMERICA, INC. L T SHORT LONG SIDE SME T 1 } LONG I SHORT I SIDE SIDE I� 1) SEE SHEETS 1, 4 8 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. FIGURE FURVERIlt:ALFNAMt AJJtM5LT IL 10' FRAME _ ASSEMBLY _I TUBE W WINDO DIMENSION •A -WMDOW ADDITIONAL DIMENSION �' ANCHOR •B. (4), IF REO. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS BE SEE SHEETS 1, 4 8 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY i WINDOW FRAMES ASSEMBLY Design Pressue (psq for Windws Attached to a Frame Assembly Tube TUBE F, U I O t 0' MAX. 3 • MWIMaa Z InDDITISML WMJNCwOR9 i -� OiMEp{a9.nv �• %). IF .ES. • VI olmension "A" ❑ v Q 00 • • urMW 23. 25-15118' 2734• 3&112' 37• • • • • •• •• • • e Anchor Group Anchor Group Anchor Group Anchor Group Anchor ,A�� Group Gray Anchor Group Anchor Group :0 Anchor Group Anchor Group A6 Ali AN All All A B C 8 D A B C S D A B C D A B C D A 8 C D under 23" aWl• - • -70 +80146.6 + +84-70 .84-01. - +80'89 +156.3 7801 .1 + ++156.9 1 +1-50. •70 +1551 -/46 +/ -70 2515'78' +601.70 +84-70 +01/.70 +W1-70 +6W-70 +60/-70 +601-70 +64-70 +6047.1 +WI -70 784.7D +60187.1 +BOI.7p aWl-70 +64-70 -;O-W-70 +Bp/ -70 +BO -70 aBW-70 +Id1.5 +60.70 +801.70 +6d-70 c 37' +BW7D a6W-70 +801-70 +601-70 a0W-70 +601-61.6 +W-70 +801-70 +1-58.8 a6W-70 +8W-70 +I -M6 78-70 +601-70 +149 +601-70 +80-70 +SOLO +145.1 +801.70 +BW -70 +BW -70 - 44' :; 70 +601-70 +801.70 -OW-70 78_70 +60/85.2 +81.70 +64-70 +1-594 a6W-70 +84-70 -/54.1 +W -7D a80/-70 +8-70 +1-49.4 +8W46 +80189.8 +BW89.6 +137.9 +011408 +60829 +BW829 E 48-114" +BOI-70 +BW -70 +801.70 +OW.70 +6_70 +1594 +BY.70 +BW -70 +1-54.7 +BW -70 +8_70 +149.3 +BW458 +WI -70 +601-70 +145 +0.60.2 .01184.9 .60,449 6 S}V8' *601.70 7801-70 +801-70 +OW -70 +BW.70 .6(Y-63. 1- +801.70 +8W-70 +1-57.5 +80858 +8W-70 +1523 +1.59.9 +60/89.3 +80189.3 58" +81-7D +64-70 +BW -70 +BW70 +60/88.6 +6485.9 +BW496 +BW89.8 +6480.1 .6484.9 +80184.9 W' +B -7D +8-70 +801-70 1 +64-70 +8000 +6480.7 +64829 +8W829 78' +Bl -70 a84 -70I +8W-70 +84805 +157 84' +BW -70 1 +604-70 1 +8-70 1 +155.8 FIGURE FURVERIlt:ALFNAMt AJJtM5LT IL 10' FRAME _ ASSEMBLY _I TUBE W WINDO DIMENSION •A -WMDOW ADDITIONAL DIMENSION �' ANCHOR •B. (4), IF REO. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS BE SEE SHEETS 1, 4 8 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY i WINDOW FRAMES ASSEMBLY DIMENSION e TUBE F, U I O t 0' MAX. 3 • • • • A • R Z InDDITISML WMJNCwOR9 i -� OiMEp{a9.nv �• %). IF .ES. • JBE =E SHEETS 1, 4 6 5 )R WINDOW ANCHOR )CATIONS AND UANTITIES. SEE SHEET FOR ANY ADDITIONAL ICHORS R90t11RBU0 WtHEWRAVE • SS1M8FY•T2BE! • • • • • •• ••• • ••• •e 0 • •• • • • • • • • • • • • • • • • • •• • • . • • • . • 000 • . • ,?,ODUCPREVLGID complying w�1>5.a1t1�He ,ti_'E., a h . -o %g cxPir"tina De9e By Miani�A C6 LLI J W m 0. Fa- 0��rr�� ❑ w ^Z_1 0 ❑ CL 0 W N Q. NO w co O o O D 4n LL 0 r0 °z 0:0 •• • • 0- 0 0 Z � VI VI P � ❑ v Q 00 • • • • • • • • • • • •• •• • • • • •• • • • • • • 0 % :0 • ,?,ODUCPREVLGID complying w�1>5.a1t1�He ,ti_'E., a h . -o %g cxPir"tina De9e By Miani�A C6 LLI J W m 0. Fa- 0��rr�� ❑ w ^Z_1 0 ❑ CL 0 W N Q. NO w co O o O D 4n LL 0 r0 °z shoiz _ gui$ kb < 0 >$ e � U ANY LYN/y''% i * No. 58705 = orvaL E .� A LYNNI LLER P.E. • • • • • • • O O 0- 0 0 Z � VI VI P � ❑ v Q 00 0 055 W N0 X 6 it ALU 4X _ �' o❑ ALL u, shoiz _ gui$ kb < 0 >$ e � U ANY LYN/y''% i * No. 58705 = orvaL E .� A LYNNI LLER P.E. • • • • • • • SILICONE HOT -MELT BUM rtr:tnrvrtl.cmr=ry i POLYISO- DESICCANT FILL AREA STRUCTURAL BUTYLENE 2UCTURAL SILICONE 5116'NOM SEALVINT.GLASS 5118" NOM. BUMENE 114" NOM. FOAM 3/18" NOM. BUTYL 8 WITH ROLL-FORMEDLICONE SEAL ESICCANT DESICCANT DESICCANT FOAM STAINLESS STEEL GLASS EXT.GLASS EXT.GLASS EXT. GLASS INT. GLASS INT. GLASS INT. GLASS KODISPACE SUPER DURASEAL8 XL EDGE'" 75 4SG TPS 76 SPACERg NXT'"' SPACER 7a SPACER AS REQUIRED PER TABLE 3. SHEET 4 Item Data. y Description Mat 1 7005 Main Frame Head, Sib & Jambe 6063-T6 Alum. 2 7071 Anchor Plate 6063 -TB Alum. 3 7007 Installation Hole Coer 6063 -TB Alum. 4 7010 Frame Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 32 1 1713 iSenirg Block 5/32" x 3116'x 1-1/4' EPDM 33 1 1714 ISetting Black 5132"x 1-7/16'x 1.114' EPDM 35 1 7036 1 Bead 6063 -TS Alum. 36 7042 Bead C 6063 -TS Alm. 37 7059 Bead so63-T6Akan. 38 1224 Vinyl Bub Wstp (Thick) Flax PVC 70 39 1225 Vinyl Bub Watp (Thin) Flex PVC 70 50 Dow 899 S,Ilcon Backbedding 70 71 134 Add-on Flange 7004 Casement Frame Assy Tube 6063.76 Alum. 6063.78 Alun. 88YB X 1-112• Qvad Pn SMS Stainless Steel Stainless Steel BO 1112 x 1' Ph. Pn. TEK Stainless Steel Part # Description Material 75 Kommeding 4SG TPS Spacer System See this Sheet b• Material$ 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Dumseal Spacer 78 Cardinal XL Edge Spacer 35. 1.124' �— 125 993' NOM. � � .�. � 1.358• 11 2.701' .439• 1 p .oar 1.187, —�--�i .oso• .062" �•�— 2.784" .289' J .095- Imo' .093" 1 FRAME HEAD, O INST. HOLE COVER ANCHOR PLATE 70 ADDON FLANGE 71 FRAME SILL & JAMB #7007, 6063-T6 #7071, 6063-T6 #134, 6063-T6 ASSEMBLY TUBE #7005,6063-T6 #7004,6063-T6 .708' 05w —� .172• .865• _865' -9770" .050• l5 7 as `6 f ---41��-- .569" 35 BEAD B 36 BEAD C 37 BEAD D #7036,6063J6 _ #7042,6063 T6 #7059, 6063 T6 o•rR m M • PRODUCT REVISED • • ev -.Oyi,* with the fkwido. • AoI?Woept N _ob 4. Acer No • • 11,1111 !III / ark F.xpir.tkxn Dalc • Sl�q ��✓��i• t '.c s' j•' s Revnetl By: JR Date: 05/25/17 Rev'rson B: NO CHANGES THIS SHEET. BY Mi iDade ad<,Cadent • a •cam •' ► �' F.' •law., • • • • • • • • • • • +T•: • • • • L•'� i •• • • • R-med By: Date: Revisbn A: • • • ••• • • •9 •/, — ® 0—Option: Drown By: • " A4" 6 �� : BOM AND EXTRUSIONS J ROSOWSKI • Jr, 0 •, •STA y�� '40RIV.0 •' \� ['` • •1� TVENKX:, FL 34EC MOLOGY 2755 RIVE Titre: Date: 7 ENi .�` •; • ,`�` �111114, c94,,,BD,Boo FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 • NgL 7 ,11 • REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 • j 111 i 1 j 1 • • e MTOR W �I� �M' . Series/Model Scale: Sheet: drawing Na. Rev: I A. LYNN MILLER P.E. CERT. OF AUTH. K29296 CA -740 NTS 11 OF 11 MD-CA74OF-LM C I P.E# 59705 ••• • • • • ev • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAM!•DADE MIAMI-DADE COUNTY W,.yJ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code• •.. This product is approved as described herein, and has been designed to comply 4ith.thp Florida Ouilding• • • •.. Code, including the High Velocity Hurricane Zone. " ' . • •. .000.0 DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion -- I.M. • APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Alymifturi Tubt•Mullions sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/2?1" with 'revtAon C--:-*. dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Mia'MMate Couhft Product' •' • • Control Revision stamp with the Notice of Acceptance number and expiration � � by the 1 IUMi-Dade, * 0 0 County Product Control Section. 0000.. 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's gamg•gr logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Appfdved", unlgss,a*Lerwis©...': noted herein. 0000 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# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 1 Expiration Date: May 26, 2021' Approval Date: November 09, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, 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 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 clipped.-Iuminum mullions, prepared by Fenestration Testing Lab, Inc., Test keport No. M-64436 • • • • • (samples A-1 thru E-1), dated 02/28/11, and addendum letter�.05/05%.1� fgned te and sealed by Marlin D. Brinson, P.E. • •.... 0• •• • (Submitted under NOA No. 10-0819.05) • .... . .. ..... C. CALCULATIONS ..... 1. Anchor verification calculations and structural analysis, complying with JrBC 000%0 Edition (2014) and with FBC 61h Edition (2017), prepared icy manufa©turer, dated...:. 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. : ... ; • • • • .. . . .. . . . D. QUALITY ASSURANCE • • I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-61' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, F.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series '-PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. r Jorge M. Plasencia, P.E. P duet Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 o 0 0000:6 600000 0 • 0 0000 •• • •0009• • • Y 6666 •• goo:: 66• 66 ••••• • 6666 • • 6666• • • • • 60 •• 6666 6666•• •••••• 0 of • • • • 0 00 0 • • • •• • • • 000000 •• • • •• ••000• • • • • 0000 r Jorge M. Plasencia, P.E. P duet Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE �OPENINO WIDTH FORVERTICAL i'E' LL MULLIONS . -� SEE \ A-1 SHE i SEE DETAILS A THRU G; Y _\ SLEETS 24 \ I / VERT. MULL LENGTH I HORVDWAL MHLL LENGTH / SEE DETAILS A-D.G,H: SHEETS 24 HCRRONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION I UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS I CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MILLIONS II46CPoBED BE HAVE BEEN TESTED AS'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 114' FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED INTHIS EVALUATION. 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.CULATED TO DEFLECT NO MORE THAN.L/180. THE 1.13 STRESS INCREASE WAS USED 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A TP.RU a; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / SHEETs 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. CPENING HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN N THE TABLE(S). FOR HORRONTAL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST SEE DETAIL E. MULL SHEET 3 PS APPPRROOPPRRIIATE FOR SUBSTRTATE MATERIAL. DISSMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PORE SUSTAIN REACTIONS. FENESTRATOTI 8) REFERENCE TEST REPORTS: FTL-6443; ELCO ULTRACNIAGGRE-GATOR NONS PRODUCTS MAY `BE OF ANY TYPE 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE LODE. AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH By PGr.CM7ED PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. By PGr. 10) MULUONS ARE IN COMPLIANCE FOR USE IN THE HVHZ, 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHI EIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: I— OPENING WIDTH -1 1'—HORIZ MULL LENOTN--j NLL I 'I LENGTH i V—ni OPENING HEIGHT FOR OPENING MAlll r HOamMULLH9CHT LEIJ[31T1 MIAL �H SINGLE MULLION SINGLE MULUOT �FIXt VERTICAL WILL OPENING WIDTH FOR VERTICAL MALL `1 SEE CORRESPONDING DETALS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. CODES] STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBCj 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSVAFBPA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL ADM -2015 •AISI 5100-12 .RISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LB FOR FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR' OR'TRIANGULARITRAPEZOIDAL GENERA_ NOTES......_...._...._..._ 1 INSTRUCTIONS............ ... _.._.__.1 ELEVATIONS .............. _. _._....._. _.,. 1 FULLT02X WOOD..._.._-......_.__. 2 MULL TO 1X 8 MASONRY .......... _. 2 INSTALLATION NOTES .... ......... _.. 2 MULL TD MASONRY ......... _... ..._... 3 MULL TO STEEL STUD....__..-...._. 3 MULL TO MILL_ ......................... - 3 ALTERNATATE CUPS.._..._.._._.4 SAY MULL INSTALLATION ............ 4 1 X 2 X.125 MULL SPECS --------- 5 .1 X 2 X.376 MULL SPECS ............... 6 1. 1 X 2.75 X .375 MULL SPECS..........7 1 X 2.75 X.66 MULL SPECS_._._.... 6 + 1 X 3.125 X .500 MULL SPECS.._- -9 1 X 4 X.125 MULL SPECS ........... 10 1X 4 X.375 TUDE FULL SPECS.._ 11 _ 1 X4 X.375 TMULLSPECS. .11 115 X 3.166 X 265 MULL SPECS...12 125 X 315 x.100 FULL SPECS..... 13 126 X 3.25 X .624 MULL SPECS-... 14 125 X 3.94 X .624 MULL SPECS..... 15 2 X 4 X.25 MULL SPECS-.._........... 18 2 X B X.25 MULL SPECS......_._.._ 17 126 X 2.11 X. 125 MULL SPECS..- 18 30' X 325 BAY MULL SPECS_..._. 19 j 45' X 325 BAY MULL SPECS -._..- 20 MBLL*N & CLP DIMENSIONS__.. 21-23 EXAMPLES 1 62......_._.__..._....._.24 LOADING EXAMPLES .......... ... _._. 25 4) FIND THE CHOSEN MULLIONS MULLION CAPAGTY (IBSIFP) FROM TABLES tATHROUGH 18A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE. LENGTH AND OPENING WIDTH OR HEKiHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (UBS). THIS VALUE REPRESENTS THE WINOLOAD I RANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. •• ••• • • • • • •• 6) FROM THtN HTR G Ard" BS TABLE 4BN THE NAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHOR/SU �TRATEAY•1 HO�t- • TTL0RN�NlKPPR: SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MEE'T�A • • • • see•• • • • • 7) IF THE MULLION CAPACITY (LB61FT') 08TAINED 111TH TABLE IS HIGHER THAN THE DESIN PRESSURE REQUIREMENT (LIISIFT') FOR THE OPENING, YOU MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIT-•y1}T� DE (�a J PRE URE RA11I10(LBSIF n POR THBFENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FINAL MULLION CAPACf�Y U3SIFT OBTAW5 FCt THELUON g(ST.Jut a HL•IOWER OF THE TWO SHALL APPLY FOR THE ENTIRE FENESTRATION PR00U4•TA6SEJM4Y. • • • • • • • • • 9) HIGHLIGHT OPTION USED AND TA13LE•VALUES U*FJAN A %&FIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PER MIT ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as wplying Nth the Florida BYIIdl; Cad• HOA -No. 17-0630.01 Expiration Data 05/26/2021 my Mlam de product cont Ot%x LYNN�� 1 ••�cENSF-••C!_ � * ; No. 58705 �O =AIE - '. i �"SSIONAL A. L4KI14MILUffiR;'�.E. FL P.E.# 58705 DETAIL A: MULLION MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) I I I I j i EIIHEiT THE I I i STANDARD a I' OFFSET MULL e CLIP MAY BE I I I INSTALLED BY d THIS METHOD. d ( EXTERIOR TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-188 MULLION SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGEe DISTANCE FCRNOOO / SCREMS L 260• MAX FOR ALL MULLIONS DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) a EXTERIOR EDGE D13Tb10E ATAND 'ACHMEN' ' BY OTHERS, SEE NOTE 1, . SHEET 1. •' SIDE VIEW FRONT VIEW n r� ce Y MULLION ' TYP. ANCHOR Y BUCK P PER SUBSTRATE, e ATTACHMENT SEE SEE TABLES 18-138 BY OTHERS, N SEE NOTE 1, s U SHEET i. p �N 3 j Z N $ \� MIN OIt GdUI ••_�DDISTEANCE, UI I F— SFR SEE TABLES WI EDGE DISTANCE IS -130 AS I a FOR MASONRY ANCHORS Ir w Q o SIDE VIEW H O ° ETHERTHE Cl F - STANDARD z U m OFFSET MULL Z d° CLIP MAY BE W ° INSTALLED BY a. ��. THIS METHOD. Q Q Z / a < m F Q O Z _BPER SUSTRATE• LP IS 81SCIA D FOR ••• DT - MAY a PRODUCT REVISED D FOR TYPES. ATAND 'ACHMEN' ' BY OTHERS, SEE NOTE 1, . SHEET 1. •' SIDE VIEW FRONT VIEW n r� ce Y MULLION ' TYP. ANCHOR Y BUCK P PER SUBSTRATE, e ATTACHMENT SEE SEE TABLES 18-138 BY OTHERS, N SEE NOTE 1, s U SHEET i. p �N 3 j Z N $ \� MIN OIt GdUI ••_�DDISTEANCE, UI I F— SFR SEE TABLES WI EDGE DISTANCE IS -130 AS I a FOR MASONRY ANCHORS Ir w Q o SIDE VIEW H O ° ETHERTHE Cl F - STANDARD z U m OFFSET MULL Z d° CLIP MAY BE W ° INSTALLED BY a. ��. THIS METHOD. Q Q Z / a < m F Q O Z _BPER SUSTRATE• /TP. ANCHOR _Y SEE TABLES 16-138 81SCIA • • ••• 1 - � PRODUCT REVISED SEETABLES IS -169 EDOElEND — BU as Complying wNh the Florida DISTANCE SEETAASLFS IB AND / ATT G�NMBff BY Or-IERS, Building COM NOw-No. 17-0630.01 -138 EMBEDME� Nf. - SEE NOTE 1. lapiration Date 05126/2021 • • • SHEET 1. • - • • y By • • • • ••• - Mlaml a Let oatro • ••• MN 2.7 SSI CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• ••• • • • • • •• 2) OUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • • • • • • • • • ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THG • • • • • • • • CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE •• • • • • • • • • LS • • • FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET C' MAY BE USED. • • • • • • • of ••• as • • • •• 3) ANCHOR HEAD TYPE MAY BE PANHFAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. •• ••• • ••• • • 5) FOR MASONRY APPLICATIONS M MIAMI-DADE COUNTY, USE ONLY MIAMt-DADE COUNTY APPROVtiD • • • • • • • • ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS. • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 1111 L I l,,,H * ; No. 58705 SO, S ATE OR 10 "'i,, 70�tN�AL 1�? •`• A. LYNN VI+L E"R, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MU1 2.7 KBi CONCRETE OR CMU FRONT VIEW THEOFF82 CLP IS RECOMFENO® FDR FH -FRAM ° WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-138 EDGE • ^DISTANCE Sbe rABIES MIN 2,7 KSI C,NcRETE OR CMU 18.13E SIDE VIEW INSTALLATION NOTES! 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANC[, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OROFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED • • • • • • • • • • • • ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. • • • _F • • • • • • • • • 18 •• ••• • 0% •• • • • • • • • • • • • • DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) VARES �\ TOP VIEW VARIES LINTERSECT�1 IF:.LP FRONT VIEW NOTES 1) MAY BE INSTALLED IN -TEE' OR 'GROSS - INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SFEtTS 21-23 FOR CORRESPONDING MULLION. I /12 STEEL SCREWS, SELF-DRILlJNG OR PRE-DR3L �.—MULLION AND USE SMS J�� MULLION E)CrERIOR SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 1 &13B SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) TYP.ANCHCR PER SUBSTRATE. SEE TABLES 18-138 21-23 FOR HOLE LOCATIONS ` \ MULLION i6OODE, OR STEEL STUDS THPINER THAN t GA AND COM ANT WITH THE FL BUILDING • A 2x WOOD BACKER MUST USED. • ATTACHMENT By OTHERS. •• USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD • ANCHOR VALUES MAY BE USED. • • • • 0*: • t) SLIt CORRESPONDING MULLION TABLES, • • • :HE:TS 5-20, FOR QUANTITY OF SCREWS. •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4' l—� SIDE VIEW PRODUCT REVISED as eolnpyng with the Florida Bullding CCoodde NCA -No. 17-0630.01 Expiration Data 05126/2021 EDGE \"% "1 .1111/// D ERE TABES �`` ". .........&/''''�, 38 \ '� IGENAl(( * No. 587D5 %TATE F�: •'ON IFll �).E. FL P. 58705 DETAIL F: FIELD-MODIFIED MULLION CLIP (F-CLIP) DETAIL G: ANGLE MULLION CUP (ANGLE CLIP) DETAIL H: „ BAY MULLION INSTALLATION r (ANGLE CUP) 3 30.OR M' o= •• SEE DETAR.S A-0. SHEETS 2 AND 3 FOR INSTALLATION SPECIFIC 6U06iRATES. BAY MULL LL N / \ \ \ MULLION O O O g b U yaI z W O W O O TOP VIEW CL SIDE VIEW TOP VIEW W to c) co to U s1oWTawrnlrxax.lzs. I I 1 I h O Z MULLION TYP. ANCHOR PER SUBSTRATE, F Q T (� T EXTERIORTABLES 1 I SEE TABLE516B OR 186 I Z � �0 [L' t0 1 rYP. ANCHOR i I I EXTERIOR t~p ° SZ STANDARD MULLION CLP .-MOOIFFD MULU EID j 1 PER SUBSTRATE, SEE TABLES 15-140 " Q z / CONDITIONS.�2•%6'ANGl1=CUP. I MULLION END. MUST BE Z Z Q O1 Z Nzz I I 2 PER INSTALLED INSIDE OF BAY MULL. m Q H O co co Oy0 y 1 ii I I a LU Y `1 I.1 j 1 1 1 ANdLEC IP. _ MIGIE uP, 2 PER MULLION END. MUST BE INSTALLED (n h z Q � 3 U _ Q. 0 ED0 d Zm0 1 I INSIDEOFMU-L �A �_ f $$ er � \TYP, ANCHOR —PER SUBSTRATE, SEE TABLES IB-138 I �\ WOOD. gREVISED PRODUCT Buildias ngng Ca!•with tM Florida Ca!• NOA-No. 'IT-0630.01 STEEL, ALUM STINTEEL. C1 lxplra BO•Dat• $i2tf%suzi INTO WOOD, STEEL. STANDARD CLP TO BE EXTERIOR OR MASONRY EXTMOR � By --- ALUM, CMU OR MASONRY MODIFIED M.FIELD. w MI•m YC OB ro EXrEFUM O ®�` NCE � f IN W 4.1- ® ® INTO WOOD, STEEL OR MASONRY EDGE H DISTANCE PER J ANCHOR ••moi • • • •//\��'�.�•�•� go • ••1^�• CS OR INSTALLATION OPTION G & H' W 1111EDGE �•`t•1Y LYN �'DISTANCE ao... NPERANCHOR• 7• • •��-''YYY• • 1} UST 2 ANGLE CLIPSPER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. CENNOTES FOR INSTALLATION OPTIONS F: • • • • • • • • • • • • • • • • • 2) WA G: SEE TABLES 18.148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE N0. $870$ -_ _ * ; •. * -_ •O 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11' X .125 MULLION- LOCATIONS. _- 2) SEE TABLES 18-738 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. • • • • • • • • • 3) DETAE H: SEE TABLES 15B OR 1613 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE WG^TIOiS' N8 J 2 d '• ��T .• ATE (U: 2 'FS O...... ••' 1 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • • • • • L=3 'i 51� • • • • • • •• •• • • o 1�� A. LYttiVIA41lLEIFi, P.E. • • • • • • • • • • • • • • • • • • c: FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A "- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'j 1.000' 17 Ik11Bon Caimity Table MGM 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE6. FIGURE B: • 4) SUBSTRATES: CRETE 5 O A 301SPCCIFICATIONS, HOLLOW AND GROUT -FR I CONCRETE BLOCK UWT (CMUj$j1AI j JF FI S0 Fjr5 4A Y�O00 SHALL BE PRESSURE -TREATED ` I fl[T�l 1' X 7 X .125 MULLION Opening (farvertira*wq mid0InUio116) or OpenNg He1gM(>a Ito1173xteN+P >B 1138�Or•) THE MATERIAL #10 5 #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. 160 N • • • • • • • •• • • • • • • • • • • • • • 50 N 601n 76 N BON 90 N 100 N 17D h win nLoadhe R4c➢nWN 7Yep/rMn9. R toed."' L-drd Lndc 716P'71M.C. ReomlWer 1wbv 1-619 Tig7nten8. Root rVILV 11a friary RKhrf s Thpl7Xvf* Leel"' L.Ww Uaft 1..619 1.0 -ft R--Pft 1H9r ..ftv Ratr9lse L. -d-9 LeWn9 Lo*dno TapRd61"'. Reeunp5w 11tOrin.+0. Losing L -d g Lad"' ReeMPM load"' Land"' . 1x2x.125 AlumTeW S• ; t N1dYon1� fiva &gH b� 0 �SYg d� a�I STV Tili Ila- � 1 11 AIS I A� I 1 �� 1 s� � i� � � � i$ H z1 e � u 11 It il 42N .5 111.9I 332 932 We 115.5 325 704 406 107.9 321 MA 319 621 408 104A 81.3 319 36.9 109 104.0 Y.9 4a9 406 2M 37.6 112 61.0 214 312 312 101.0 319 39.8 81.0 2M 26.6 409 1M.0 319 312 e1.0 2M 3fl0 40D fM.O 319 214 312 61.0 241 /Bin 714 .8 WAZIn O4 e 258 62A 234 633 312 201 73.4 611 202 615 228 464 Stt 261 67.0 249 3Z 246 41.9 312 55.7 224 2.1 222 331 261 60.1 270 31.9 261 40.3 210 M6 2M 247 Ia3 219 ae 39.1 193 189 261 493 219 247 36.1 193 20.0 2e1 483 16A 247 78.1 219 1WbCN SIM 526 .9 38A .2 2D7 43.9 170 ]20 247 200 49.6 56.4 202 37.8 16e R4 247 Xi 44.6 196 1.5 iB0 29.2 2aT 39.1 31.6 163 9 16D 21.3 700 27.1 /M 26.3 247 36.4195 21.9 159 19Z 200 M0 157 1fl0 200 MO ib633.1 .3 156 27.6 tat 30.3 152 23.T 161 M41. 26.9 149 24.5 146 19.4 101 22.8 144 1&e 181 21.7 143 S MN 2644 142 24.0 165 M.1 139 20.6 IN 34 23.1 136 21.0 172ie 22.2.3 120 16.6 17B 10.8 119 15.9 139 17.5' 791- 19.9.7 f 00 16.7 126 "A lei 781- 17.53 1M CHOR CAPACITY ADJUS" 3716' 6Co Utaam I 1!1' EBD UIO . I Ulc" I 116• Eta ulm- I 1N' E1to Ueeam m. Anchor CIIP Pattern* FUR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND FIGURE 1: FIGURE 2: FIGURE 3: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'j 1.000' 17 =0=0 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE6. FIGURE B: • 4) SUBSTRATES: CRETE 5 O A 301SPCCIFICATIONS, HOLLOW AND GROUT -FR I CONCRETE BLOCK UWT (CMUj$j1AI j JF FI S0 Fjr5 4A Y�O00 SHALL BE PRESSURE -TREATED ` I fl[T�l 1' X 7 X .125 MULLION LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND #12 S%W 5a (GS) X / ANCHOR CAP...,..,\ ANCHOR CAP. `MULLION CAP.,,.„_ / USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF 11E SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -'j 1.000' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE VZOMM 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21 2.00 FIGURES SHOW SUGGEjTE4,,1: R(eMA TE HOLE LOCATIONS, • • 125' 4) SUBSTRATES: CRETE 5 O A 301SPCCIFICATIONS, HOLLOW AND GROUT -FR I CONCRETE BLOCK UWT (CMUj$j1AI j JF FI S0 Fjr5 4A Y�O00 SHALL BE PRESSURE -TREATED ` I YELLOW SOUTHERN PATE WTTH&.N w CIF 0.v. AjUM�1 SHALL E 6063T5 AND BEA MINIMUM OF .125' THICK STEEL STUOBfO B89AM•11MUN1 GRADFOW ANp .0�5' TjIIGI�(18 GAUGE). STRUCTURAL STEEL TO BE AT 1' X 7 X .125 MULLION LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 5 #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. •• ••• • ••• • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp'yIa with the florid. DuIldlnp Cage NOA No. 17-0630.01 Expiration Date 05/26/2021 BY Miami -D Product Centro •��pNY LYN/V • >.K% N3F •. C� � *:• No. 58705 = =►6X2I7. OSTATE F ; ' ✓O \ �",,'ONAL Sv�, ` \\ A. if"111111111110 P.E. FL P.E.# 5870.5 TABLE 2A Mu8)on Capc Table slltr a'tbdmk: Opening Width pr MrM5Ceff4Y-spWri intillo s) or Opening Heght (br hori_ PaMrg mlAons) 2.77 OOratete MehorCapacityTable 337 CaOp. 140n RWWIVIW 601n TIWTIMM coin 70in Bon RACtWVA Tmprrdare. Redongubr Tla 7MdV. ReRaVulu Tml]1na67 LaadOV L_Bna 9otn IDD 1. 120m Remupdor TIWTd . RecWlir Trlpr7dm0. Rt -9d. Tmwdup. LoaSBV L.019 L.*V LOWV lame wadies 140n Redanouhr T.PTdm Ractaqugr TrWTNSt9 L -ft L-11-9 L.Id7V Iaedre 72x�.375 lced8q i,oald Lwero L dng Dire Leadng � Y77 Elm I111'ElRb- Y1WEIW Ulm- 14'EtW(A9eoan 1T 1W 99 Ea0 570 61ee1 M2 8ael rig St.W C� PaCarnsDM 212• r 2-trr r r o4E' o.3Y 0.331- BB2 1869 617 42 fn 170.0 eat 770.0 435 16'1.3 662 170.G 476 129.7 BEI 1750 606 113.5 fi@ 188.6 618 10SB 882 188.9 517 73.7 862 16&9 517 882 188.8F.4 dna 662 1889 6t7 567 507 880 40m 121.8 507 136"C 418 101.4 607 119.2 410 88.9 SDT t067 403 760 507 1028 399 07.6 507 99.8507 99,0 396 557 507 99.0 398 43.2 436 800 396 434 5D7 W.0 37.0 158 .0.0 398 3Q0 768 324 436541n �311 50.1725in 101.7 458 400 1146 379 83.3 336 66.4 488 99.9 371 74.1 71.2 400 805 328 81.0 458 90.6 364 W.8 401 Tl.i 322 33440087.3 455 646 M 318 57.8 47.5 458 ' 81.3468 80.0 736 400 840400 67.3 311 3S8 400 61.8 31] 355 400 81.e 313 287 4D0 81.8 fi SD h 857 823 324 669 276 31.9 324 575 270 446 324 61.2 161 369 37A 169 260 34.6 324 439324 420 255 260 324 b.5 2S3 19. ]7.5 270 222 324 153 792 294 931 253 t9.5 293 16-- 324 455 753 231 334 230 C 63 In 53.9 284 67.4 212 41.8 794 49.2 210 96.1 280 438 Mt 338 281 ]98 237 29.9 2w 37.1194 ]S2 232 224 19.8 212 18.6 288 280 210 167 ieE 27.7 1® 148 238 27.7 209 tS n n in 456 76.D 2EB 49.8 230 37.9 196 30.0 268 421 723 334 30.0 IIS 322 191 25.7 288 37.5 721 A.2 275 Z&4 188 715 28a 341 218 225 256 18520.0225 28.0 268 31.8 286 215 181 iflD 225 221 tE0 160 214 27.3 177 129 72619.8 176 11.3 715 196 178 78n 308 28.9 !225 -320 177 288 188 2S5 2D2 27.2 173 27.D 238 171 7Qt 1� 703 102 Z1.B 17D 782 1!D 220 182 tT7 7D2 21.31W tB2 iS7 7W 17.0 1S7 202 19.7 105 153 201 164 163 128 202 1E.7 180892021091380.6T.II1S6738 182 16.1157 14.2a.B 225 b. 415 b. 187 142 160 BO OI 166 177 I1, 19.0 10 104 tIs tflt t18 WA WA 941 Sa .1211, 580 ba 2 A.1- G 7.75 Min. O.C./ F47p (Fip. 6k 2w 9� 98 In 15.2 127 156 113 100 b. WA NIA TABLE 2B a'tbdmk: 2.77 OOratete MehorCapacityTable 337 CaOp. hlolb a 40.1 Filled OAeI M lAUOd Mehl Mees Type: Y18•Elm t3omal 7/4•Eleouttmon Y77 Elm I111'ElRb- Y1WEIW Ulm- 14'EtW(A9eoan Y4' 6S EloyL ApeeGmmAnchor 1W 99 Ea0 570 61ee1 M2 8ael rig St.W C� PaCarnsDM 212• r 2-trr r r o4E' o.3Y 0.331- pnk7•r 2• 1-tw 1-1/1• 1-1l4' 1-71 1-1/4• r 1 -Ye' 1J+6' lana 4.75 min. O.G / 9tRidud a Ohet tllp (Rp. 1S 2 An hom 4 3W lfN 3W Bra d50 7b 1190106 18U IW 210 ma 260 M %1 Mu 740 tEe 974 Ma 861 Wa Sam 311 da 142 v. SE 685 Sr Mob - 8019. 1120 b ® 1 Anohom g; L75' Min. O.G !_Stanbrd Mr OIhaO 09 (F19. 2S 153 Be 70011, WA NM WA WA 98D b. MIA N/A WA WA b WA 7®2 be 882 682 b. 96511, 1120 b4 4 Andra G 3• / RI h3 Aree C9p1 / (FV. 3S 7e3 iia T® IM 880 M 1!180 Oa I W6 b. 510 b SOO b. WA 760 b 74811, 780 WA WA 715 bs I Arch. ®0.46- ►01L O.C. I U[xp, MO .125 Abm. (F19. 4k WA WA WA N/A WA WA WA WA NIA 37D b WA 187 ar WA 932 b. WA 477 Os 170 b 221 11, 28010. 1 Arch I F431P (Fig. 6) 145 6. 135%. 225 b. 415 b. 81211, 135 d 1� a 177 I1, WA WA WA 941 Sa .1211, 580 ba 2 A.1- G 7.75 Min. O.C./ F47p (Fip. 6k 2w 9� WA WA WA WA 100 b. WA NIA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ANCHOR CAPACITY ADJUSTMENTFORMULA: (DP ) X r ANCHOR CAP.,,„,,,,,\ _ANCHOR CAP .,,. \MULLION CAP.,•,,: USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTE6: FIGURE 1: FIGURE 2: 1) SEE SHEET 1 FOR iNSTRUCTICNS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 37. ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: • 0 • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT. TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED yJ•THF•FjN.D FpLLQWINCtipI' I AL RF•S=RICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APHROWMA6E HPI -4 TI 1S.• 4) SUBSTRATES: CONCRETE SM>Z CONFORMIrO AC13OWWECIFWATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK k 1 (CMU Sh�LLCOtG=OFRd T! ASTM ♦90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PIRIE WI 6G �e.66. JRUMINbM IHAL�.GE 808375 AND BE A MINIMUM OF .125 THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST ,125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & 112 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. •• ••• • ••• • • % • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp lyM with the Florida Building Cod• MOA -No. 17-0630.01 expiration Date 05/26/2021 BY ` * ; N0.58705 I LYNISIMILLER, P.E. FL P.E.# 58705 TABLE 3A - - [�� MuObn Capacity Table (11 -At) - ANGLE CUP MUST BE USED W PAIRS. FIGURE 4: FIGURE 5: FIGURE & OPening 146dth (ror teNcaNy-spewing mllicn6) or OpenbV HelgM (for hWDA2orRa"arring nurtors) 70 in OO in 901. 100h 120h 140 In 160h 5C RaDMgOr in TnpR6re. 00h fo d nW.r TrpM1. V. Redaplr TmOT3>•. RodonVA TtwlRlatp. tiectelOna TrnyMaq. Ikdr1.9r Top/irWq. ItaeLrglir Thp/Mug. L'arav ln.sl9 Lwdn9 F+ and.w Lmdrq T• alas LDadnB R10- LDdn9 ft1r nLoofaq' Imdnp 1 x2.761 lyedn9 ta.d.9 loadrq Idad.B 1A.a19 L..dog Lu.drt0 LwAng La." .376 Num.Mullion Tube 11 T �� dF �E 521 478 1raD 866 1710 306 17xO 11a2 i7D.oI S19 17ao 1116 /Tao 82+ 17co 1210 170.0 621 148.7 1301 170-0 521 127.5 1301 170.0 527 111.6 1301 flab 42 in neo ex +Tao 115 1ro.0 744 7ro.0 56a 170.0 902 17a0 670 170.0 1731 170.0 861 151.9 1119 170.0 677 130.5 1130 170.0 660 1119 1132 iroA �o O7J 1179 170A 680 65.4 1139 171L0 800 b h 170.0 705 170.0 33! 170.0 930 170.0 Iro.O Wt 167.6 1072 170.0 664 110.0 +032 170.0 721 17a5 1032 170.0 717 IOTA 1032 1ra0 756 17.9 tau 170.0 756 h.0 10]2 770.0 756 71{ 1032 170.0 756 Safi29h Ira -0 747 1ra.0 S6J Iro.O 699 730 12a9 907 152.5 720 to7.5 807 145.0 71! 06.8 907 111.1 710 90.6 907 110.0 706 60.1 807 1100 700 60.6 007 140.0 709 44 h 170.0 7g7 170.0 612 161.3 907 170.0 667 1362 Bal 161.7 738 26.1 576 568 73S 01.9 371 SOA 733 87.8 574 M.i 735 011 S74 60 h il7_I 735 151.3 625 117.8 735 13C.J 611 100.9 735 116.0 599 681 715 1082 590 78-4 735 98.5 663 ro.5 38.1 666 75A 521 61 h 121.8 696 110.D 570 101.6 666 111.5 637 67.0 659 869 617 782 690 90.1 536 87.7 688 63.9 531 00.9 658 79.8 526 70.a 986 Ts.e 5L1 1].5 666 70.8 671 tOB.O tW7 112.4 Sa 66.3 607 06.1 311 75.7 607 OS.O 501 802 807 77.1 19J 56.9 607 Ti.5 408 55.0 807 67.6 457 442 607 6J.1 178 17.9 607 62.7 474 311 Bal 62.7 471 ed h 510 77.0 4J! 68.3 10 61.7 !26 57.0 310 37.8[411 46.4 510 53.3 413 408 510 50.0 406 31.0 310 45.9 102 281 310 14.4 J99 83 610 443 399 n t. 61.8 310 85.6 143 68.0 IJ.4 168 a0.6 38.6 45S 449 373 34.7436 at.6 JOD 269 IA 3T.T J62 7A.0436 ]8D J59 21.7 458 35.7 ffi6 TAM 80.4 158 725 400 57.8 430 61.7 19Z K.0 458 54.1 385 14.7 36.7136 40A 363 32.7 435 361 J31 26.8 4}S 31.{ ]41 T2D 1]3 326 Jal 2a1 435323 310 7eh 64.2 475 87.0 381 315 435 56.6 377 16.9 435 49J 705 4o.1 433 212 327 25.7 271 20.927.7 26817A 727 21.0 762 11.9N 901n 41.9 327 471 290 74.8 327 36.4 285 29.9 327 3til 250 261 327 293 M 341 267 35A 257 26.7 297 2" 262 24.6 291 26.0 218 21.5 287 211 18.7287 20.8 240 17.2 267 19.] 237 1l.4 2a7 10.9toe h 24.2 227 24.7 205 202 727 20.11 201 17.1 227 18D 190 15.1 227 760 111 h 223 216 22.7 194 11.6 215 19.1 191 13.9 215 16.6 166 127 in 17.6 134 17.0 167 Anchor CUP Patlerna �-�-16 �• - _ --- 6116• EkD ilP SS EkD Sn6' Eko 1/M 83 Eko 910 Steel 812 SNa e12 91ad AtaDer TY9•: 5/1(r Ek. 13.. 1/P EkD U14aea1 UI5aDa1 9116' Ow Ultoo- 1/P Eko O nEDn �� Uilaedl ADQM..t9r 9ea!w 6157 90tH 103) 9ere8IOS, NOTE: FORTHE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS -THE STANDARD CLIP. CIRCLED FIGURE 1: FIGURE 2: FIGURE 3: - [�� r ANGLE CUP MUST BE USED W PAIRS. FIGURE 4: FIGURE 5: FIGURE & ARE JSED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: ) X /ANCHOR CAP.,,e,,,, ) -ANCHOR CAP.,,m. l MULLION CAP.,,e,,,., / USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FRON THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR IN7FRPri �t ffl Rj �W�•.N :UL.LENGTAS AAD/ .RCOENING WIDTHS IS ALLOWABLE EETS HOLES O BE DRILLERMULLION AND ) ION TH�SEW F�I.L YYI D N��tESTRCGTION SHOWN ON SHHEETS 21'23_ FIGURES SHOW "GESWW*%PPR@)6MATE6H LE TKyiT -fs. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOVT�IF�2N L' l%W RH AN SG OF 0.55. ALUMINUM SHALL BE 608375 AND BE A MINIMUM OF .125 THICK. 3TEF� T DS E A MI GFL4E 33 AND.0115 THICR (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' iFyCK ANDr138. ALL ICI-�1RS 1t�T� METAL�SH Q18?10 AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 7M0 & 4W AN%iOW IWC �/1',SSOD MQY I V^ 18$' .S. OR 410 S.S. • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as nom Ing with the Florida Building- Lode NOA-No. 17.0630.01 Expiration Data 05/26/2021 II miami-PaIiiar Pmouct Contra tt1l11 I1//r/ .t a�hY LYNN' ��:.•' LICENSE •.•(�� No.58705 •� AL 001 G, A. LVI(1N MILLER, P.E. FL P.E.# 58705 (ABLE 4A Op•nhq TT(for1e!cs"aMrg milicm) jr.lnp nalpnt par rormonaly-epamny �eaa,lo, 50 in eon 70 in EON oar toD n 120. ^� , 140 ktu...� va�1 130 Y paetnpus Inp r�an9. Lmdro Lwdna LatSna L9.tln9 tnwlry worry I.warr9 w..o. 1 x 2.76 x Laear• Loldna Lmdna L.dro L.-ftLoadnY I- ng Laa&Ip Leedlp - .660Alum. �• Tube 11 g 6Llillon R $ ig a �& 3 �a 1�Bit 1@- 110 17o D 114.4 b (ABLE 48 NOTE: FOR THE OFIhJE 11x11, - 1 ne owac FIGURE 1: FIGURE 2: FIGURE 3: Anrn-w ac H.0- CMU L=16 FCtl Ckt1 I FT Woad Mew Su.c le: 21k C -ft 3.5k C- 39 EEO SNS'Eko 1MW Eft 11* Inmi M2 Seel 112 Steel Arch -Type: 3/16• Eteo utt e- 1H" ElL'� 5110'E1.e1/. 3Ne" Eiea Ur- V4' beo Uaspal - AplaGet- $eM 05)6areW IN BCR. (031 Anehtx CDp Patl•ma C r 2-1n• r , 2-V2.fl 2• 3-1/? 2' o.4B' 3.61• 0.32. Ei3n Ohtelwa 36k 1• 2-1rz' r z-ilY 3-0 1-11. 1-iH' 1-iH' 1 -UI' 1.111• 111. 7 1316' /Nle' Wee Enlbedmenm 1J/4^ 1.iH' M 1-314' 150 De 1-54' 8a3 Ou 7 18M Ee 2ro Ib 2!O IEe 334 Nx 740 b 3741. em IM 916 b 341 IEn 2 Aiwh-s Q 4.76" Mh O.C. I SnMed or CIM1et Clip (Flo- 17 � b 383 WA ]60 b WA WA WA WA WA 662 b $ 4 AMhm ®1.14 Min. O.C. / Sanded (-CM}N) Clip (F10. 2): 460 b 700 b. NIA WA WA WA Teo b 743 b ea3 b 16921. 6821. I AMhM g 3• k9n O.0 / [t) bIs Anel. Clea / (F70. 9j 730 b re0 b ee0 b 1560 ke 1395 b 613 •. 660 b _ WA WA NIAMh-I "ft290 2 AMhOa @ 045' Mh. O.C. / ULIp, FIW .125 Akm. (F•./l: WA WA WA WA WA NIA NIA WA WA WA 167 b 512 I. 473 b 170 b FLFp (Fip. 51: 185 b 195 ba 225 b 446 b 8221. 177 b 370 b WA 341 b 77�2 AMIae 6 1.15' Mk O.C.' F{11p IFW. elNIA WAWA NOTE: FOR THE OFIhJE 11x11, - 1 ne owac FIGURE 1: FIGURE 2: FIGURE 3: L=16 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: (Dp_ ) X (/W =ANCHOR CAP. e MULLroN USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • e e • • • • • • • 3) MULLION AND MU N CLIPS SNOWN ARE 00TD0 SCALE. FDR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILL ' HE FLED FQR.eWIAG [IIMFJgIC•IALRES. 1CTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGG ID, E OdfIgA • 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI Al S$E&MATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE} STRUCTURAL STEEL TO BE AT LEAST .125' THI AIlb AS6•/Q.L ANCHORS IN10WAL SHAL! EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Q%& #12,4�CHORS 0tr0 poo MAY BE S'I EL!11S.SPOR 410 S.S. • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VX 2.75' X .650' MULLION PRODUCT REVISED as complylnp with the Florida Building Code NOA-Mo. 17-0630.01 Expiration Data 05126/2021 11111111171 No. 58705 tASEO .ZOR10P,.•• '',iS�ONALIENG �. A LYT'ItSlluIILLER, P.E. FL P.E.# 58705 TABLE 5A Mullion Ca eky Tabb _ Opening Wtea7 (for vend P aparning mLa0m) 0r Opening Haight (for hoibOM119" ming mlAh-) 501n mi. 70 in SOI. 90M linin 120 in 1401. imh Reclep.Aa Tr4plTAa•. W.Ineda TI.yTAMO. Rsda•01a Tr7•mwv R-t.lplu TaWS+mO. RedS4As TrrpM, Rr.Wpdr TopRA4np. LOadry LOah• Lm*v Lmdvv Ra4MnnvAa hadTAm9. r Tnp17d r% Rema T-07--6 Lmft Loadnp L..dN Lwd-a UaSf• L.aa• 1" t 3.128' L0a71g Lasting Lwd.O Load.9 Lo dm Leah• Lmdnp Lwav 800"AWm f ar1710 L• f '�._ Fa f pg'.. L f _ r rg r f °�` l6 ..., a a.. r kyr_ r _ Tpt»Mu9 � �� Is ��42M 770.0 em 435 1700 744 170.0 475 170.0 eW 170.0 5W 1ro.0 Sex 170.0 s19 17UD 1113 17010 521 170.0 1240 170.0 521 170.0 14M 170.0 621 170.0 7735 170.0 524 154.4 1007 170.0 miI8M 170.0 7W 524 170.0 650 170D 564 170.0 902 170.OI 700 170.0 1173 170.0 5M 1X0 1275 170.0 677 170.0 1417 170.0 6e0 157.7 1377 170.0 W0 175.1 1577 170.0 870 1+8,2 +577 170.0 Oe0 SO.tgSM 170.0 747 170.0 593 170.0 8B6 170.0 701 170.0 1045 Ina W4 170.0 1105 170.0 727 170.0 136 170.0 747 170.0 1494 170.0 7W 141.7 U95 1741 776 121.5 1493 170.0 756 /W.9 1495 170.0 756 54M 170.0 747 17x0 612 110.0 856 170.0 701 770-0 1110 170.0 764 170.0 1275 +760 eos 166+ 1401 170.0 as7 148.5 110+ 170.0 058 124.6 1401 17010 861 1W.1 1401 TlDA W1 914 14- 770.0 037 WM 170.0 0.W 170.0 761 170.0 1083 170.0 7W +SB.s 11W +70.0 ale 135.7 1156 107.0; 920. 1333 11W 156.6 0.17 171-0 113! 140.7 910 97.6 7136 1443 903 79.3 1154 114.5 970 WA 11W tui Boa 83M 170.0 930 170.0 745 139.5 10W 170.0 670 177.0 1049 1553 WO 119.6 1019 1H.7 6M 1W.5 1W0 1320 838 969 tdB 1D.3 823 79.9 1019 119J 620 WS 1019 110-0 010 50.9 1049 118.8 81B -In 1W.6 955 170.0 709 138.0 "0.55 131.3 604 119.1 035 1317 796 1012 OW 121.4 77S 92.0 955 1126 7W 53.4 057 1W.4 757 60.5 955 99.0 74D 60.0 985 96.7 7b 521 99! 86.7 I0. 3 TAM V&6 013 1345 697 107-0 boa 114.9 662 01.1 W3 101.1 670 80.3 am 91.2 689 7124 8W 53.4 649 N1 001 760 642 533 870 722 632 lS.B 707 69.6 626 40.1 em 80.7 627 721 114.7 an 01.0 721 07.0 616 7100 731 W.1 6W W.3 721 765 505 80.7 731 70.1 W6 S4.6 721 05.4 579 466 721 50.4 608 39.0 721 563 $84 341 721 $6.1 563 76 in 731n 100.2 101.0 654 105A 399 842 664 09.1 884 764 576 81+ 861 70.1 567 W.1 864 81.4 556 50.5 864 59.8 531 421 681 54.1 541 30.1 064 51.3 530 31.0 654 11*1 134 go[, 65.9 514 #557rL2 67.9 456 54.8 $14 57.3 .0 514 50.6 440 N.1 314 44.5 433 MS 544 40.5 427 329 61! 37.3 431 T7A 314 37.0 112 238 5U 30.4 4W 70.5 614 117.0 b3e5M 642 452 35.7 101 452 452 47.0 7 152 405 3W 7320 452 16.1 304 OD.i 432 32.8 376 27.1 162 30.7 374 326 452 78.6 365 19.4 453 24.2 359 169 452 22.6 355 361 357 39.9 322 31,7 357 327 317 27.2 357 2610 312 215 357 25.2 3W 21.1 357 22.7 307 19.0 337 20.8 2" 1510 357 18.0 293 13,6 757 162 267 11.9 757 15,0 D3 1Wh 11 h LEI 35.1 336 35.8 306 38.2 378 30.1 301 250 336 28.1 298 M.0 330 23.1 1Y2 193 330 D.8 Da 17.5 730 19.0 28! 14.6 330 165 ere 127 116 14.6 273 11.0 336 13.5 269 120M 77.7 las 262 263 211 289 2107 239 19.8 269 30.3 2571 17.3 209 161 252 15.4 369 16.3 2l0 139 289 f/e 216 11.0 289 12.6 240 9.9 299 11.1 236 1 8.7 280 1010 232 - dnC Elcov/^ 5S 811 SHB Ek o VC SS FICO Anna 319 EICD UOtid1 Of E1c9U8•LOn Uae[oll SnC EicO UIlam //d•EroU9Rla1 AGII Uaa[9n Ap{peGas Anchor CUp PatbMI t "f 2_ur 2 o -17e Y rmFmT FORMULA: .ANCHOR CAP.,., USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Fo 01 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. WIDTHS IS ALLOWABLE. FIGURE 3: 0 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: a O • 2) LINEAR INTERPOLar,0NIPF•T�IEE41 MgLL UVGTHjAND/OR OPENING 3) MULLION AND MWLLICIN CLIPle SHOWCA4 N(:T T�SE5rOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THMTiELIbFOI,L0WIN%DI ON 1•RESTRICTiONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGQSTED, APPFID)CMATDHO►E LOCATIONS. • •• ••• •• • • • •• 41, SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-175 AND BE A MINIMUM OF .125 THICK. STEEL S"S Wr, A MINIII GRVj 13 AND .0 THICK LLI6 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" TWCK AN() AO6. ALL "HWS INTQJdETAL cvl j. E ; AT LEAST 3 SCREW THREADS BEYOND THE MATERIALS 111,10 & #I VANCHORMINTAD WOOD MAY BEJ;TTFL, *8 S. OR 410 S.S. • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED 05 4H 4:npN1n47 with the Fiodda building Coodd• NOAL-No. 17-0630.01 Expiration cat* 05/26/2021 ��.•'• LICENSE •• �� No. 58705 •� �MO� ORID �",,NAL EN.�`• A. &iIN.MILL0 P.E. FL P.E.# 58705 I AbLC ON FIGURE 6: FIGURE 7: _ 9 ANGLE CUP (FIGURES 5&6) MUST BE USED IN PAIRS. Mullion Capacity Tabk Opening Width (forvar64aDy3parerg mLftm) or Openelg Height (7or tndrardsly-spanning rtRaWorv) BOb bob 701n ac, in 901n IM in 120%, 1401n 1eDb mcWTWTn•M.RWWW wTWTriv, L -d-9 Lmdm Rwunow Tmpnflw•. RwW Wm Tmp/Ohf19 Ret•WWv Tradnh0. Fttong lw 1hyi8anp. Lam Lea•n9 Lea6n9 Ln.AV L^^a^9 Laa•f• L➢•dfn L4••m RecbnP➢+ TmPfTlem• Ractv9N•r Logan➢ Leaden Ln.dn9 T•NRYn9- t�9 RaelrfWO•v Twin9I LAnp Levtf•Alum. x4x.125smLaa•rm Tutee1i116onn [ITC b 4eb -D 620 170.9 436 170.0 744 +70.0 4R 10.0 704 170.0 91 170.1 e5o 1700 5M 1780 868 170.0 506 170.0 992 170.0 519 1700 1116 170.0 621 170.0 1240 17&0 521 170.0 992 170.0 630 170.0 1133 170.0 661 17&0 1276 170.0 an 166.3 J= 1700 660 770.0 14® 170.0 $21 145.9 1489 170.0 621 138.3 13M 170.0 Bao 111.7 1307 170.4 460 127.6 1449 10:0 a21 977 1304 170.4 680 .0 .0 0.0 .0 6.4 6.9 06.8 9.e IM 9Bb 67,3 I 06b 40.3 747 170.0 563 170.0 196 170.4 911 797 170.0 612 170.0 656 17&0 aat 465 170.0 701 165.7 1042 100 797 830 170.3 745 151.2 992 1836 Big W 170.0 789 137.8 M7 148.0 Tae 849 10.7i 737 1132 846 121.6 722 762 120.7 065 90.3 762 1020 am 724 f114 674 a➢.0 724 94.8 621 547 71.4 483 660 643 60.7 474 17b 86.9 427 47.6 475 49.7 419 341 33.5 3n 34.6 335 170.0 110 171.0 644 170.0 1105 170.0 723 1561 1235 170.0 747 140,5 1235 170.0 756 10.0 1116 170.0 784 154.4 tiae 170.0 803 1372 1158 170.0 937 123.6 1156 170.0 658 142.9 100 f61.1 $32 121A 1012 146.7 els 1112 160. 13611 a01 10D.0 ton 1302 791 1283 992 144.1 799 113.4 993 131.0 792 100.9 B82 121.4 786 90.7 992 114A 769 116.1 947 130.3 746 103.4 947 117.7 742 919 947 106.7 736 827 M 102.2 727 W.0 649 1069 704 6{ 9 90 94.4 690 75A 849 M.7 686 67.9 8N . 42.7 476 35.5 70. W.0 640 722 710. 10.9 62➢ 61.2 762 74.2 GM 67A 762 092 613 76.3 724 a2.9 we 66.8 721 74.4 599 69.4 724 60.1 591 53.4 724 634 663 49.7 613 929 464 43.5 643 47.1 466 38A 541 42.6 452 34.a 613 196 446 40.9 478 432 412 35A 470 38.5 4Da 31A 478 34A 400 267 n8 320 395 268 3n 30.1 330 25.2 3n 26.8 325 224 377 24.0 321 71.1 377 ZED 117 117.1 1235 170.0 756 1DDA 1233 170,0 758 102.9 1154 170.0 461 N2 1168 170.0 661 934 1012 125.1 762 713 1012 123.1 742 766' 992 101.4 745 64A 992 WILD 744 8&9 HT 45.1 713 59.1 917 94.0 711 666 0.49 79.3 668 b,i 0.0 72.6 652 461 762 62.6 602 417 762 50.9 587 443 TK 67.3 671 362 724 54.3 667 29.0 647 34.9 479 24.6 513 32.1 430 239 478 25.1 306 20.6 470 254 380 15.8 3n 19.0 310 14A 377 17.1 304 67.8 1235 170.4 756 n1 nee 170.4 eel 623 1Dn 125.1 732 967 9m 1060 714 51.7 W 94.0 711 426 449 721 66115.5 361 762 594 M 53.4 7b 63.6 668 21.7 SL1 30.7 476 17.9 470. 212 376 111 h 37.1 323 30.9 367 31.6 318 25.6 367 27.6 313 23.2 357 24.4 309 20.6 357 22.0 305 18.5 357 20.1 301 164 36T 17A 294 t2D h 29.3 279 24.5 300 25.1 274 12712112 21.0 309 21.7 270 167 309 7➢2 287 163 308 17.3 2833 1M b 170 116 00 Sna' goo v4" 88 Eim 5716.8cc 1/{• 88 Ewe H0 Blede0 of" 612 1"Ardis Type y16"Ete0141aean IWEk0U10aocn lbUaean 3Ha"Ebo Uw- I/VFICO faraean A�eC•� lWeoon A0w%"0r 8.-(G5) 8Cm•6751 3-705) Anchor C6p Patterns 046• 05l• 0.371• THE FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURER •FE • • • • • • FIGURE 5: FIGURE 6: FIGURE 7: _ 9 ANGLE CUP (FIGURES 5&6) MUST BE USED IN PAIRS. n ANCHOR CAP,,,,�„�` (DF )X(MULLION CAP.,�,,,•,�)_ ANCHORCAP.- USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• 2) LNEA fIN-%POLA*IOR:EI.7NL` N LULL: E1. AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULUO VD ML IQS SROM 1 Ayy��,��,, T T P, -E- FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE 0194ED Itj FI p �LL �/ O (ymt�ISIQl�4l•RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCAT16ONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUTFILLED CONCgE�E BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL HE PRESSURE -TREATED YELLOW SOIHERN A11CHOSSI UTH AN•••A... .•O,F ".IkLUMINU.•WI.S.HALL BE 8083-T5 AND BEA MINIMUM OF .125" THICK STEEL STeyTO BEINIMUMJRry,.E 33 048"MLCR(taGACGE)_ STRUCTURAL STEELTO BEAT LEAST.125'THICK ANC1♦436•ALL -O S�ILALL EX�A'I�LEAT 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 hNCYORS 040 WOOS KV Bi3T EL, 18.8 S. R �10 S. ••• • • • • ••• • • • •• •• • • • •• •• 1.000• r 4.000' .125" 1"X 4"X.175 MULLION PRODUCT REVISED as 4070 n with the Florida Isunaing ' NO17-0630.01 A -No. Expiration Date, 05126/2021 LYNN . , ,rpt,•....... * : No. 58706 ATE '••lV�: A. N4NMILLELQ, P.E. FL P.E.# 58705 1 NDLC , h Mullion Ca city Table sift) Opening Width (Mr ver6wly-sporr millions) or Opening Height(for h:4m7ddy-6parWrg rtmillm) So In Win 70 In 801n Win 1001. 1201n 140 In te01n e ReetanWa, T-WTM g. PecwWr I Tiep77rlrlg RscarlgA- T 47frrbp. Recar•14a T.Wnftna R6eangler TeNT..V' R.IWW . TWITS eg• Re4tenalr 7np/nlene Rwimmoulr Tse/Mrs. RacirlWr TraWT4aq. 1 X 4 z .37b L-dN Lune I.wdn9 Loedi.9 LcaO.q Lea619 Lewi.g Leading Loading LOW L dng Loading Leonine Losing Lowing Lng owiL-dnp Loadr• Num. Tube i -T- Table mullion Z� SZ �� i� K 7� � i� i� Sc C P� � d �c �C�• �� d� i� �� i <-a�• i� B §c �� < i K �� t0: 42 In C!Y 170.0 0'20 170.11 435 170.0 744 170.0 478 170.0 NO 170.0 5110 170.0 992 170.0 Me 170.0 1116 170.0 621 170.0 1240 1700 621 170.0 1480 170.0 CH 170.0 1735 170.0 621 170.0 1903 170.0 521 461. 170.0 JW 170.0 3Z4 770.0 830 1700 564 170.0 892 170.0 830 170.0 1133 170.0 687 170.0 1279 170.0 977 170.0 U17 170.0 680 170.0 1768 170.0 NO 170.0 1867 170.0 0468 161.0 20¢4 170.0 WO 60.625 in 170.0 747 770.0 fin 170-0 868 17070 871 1710 1049 170.0 661 170.0 1185 170.0 723 1740 1715 170.0 747 170.0 1494 1760 758 17QO 1703 170.0 706 158.0 1918 170.0 750 136.6 1049 77070 758 54 In 170.0 797 170.0 612 170.0 968 170.0 687 170.0 1118 170.0 751 170.0 1275 170.0 907 170.0 AU 176.0 837 170.0 15941170-01 056 150.9 1791 170.0 681 137.1 1799 170.0 061 120.0 /7911 1704 681 801n 170.01 US 1 170.0 701 170.0 1083 1 170.0 797 170.0 1240 170.0 676 170.0 1417 170.0 944 170.0 1594 170.0 ON 155.5 /6/e 170.0 1033 129.6 tet$ 170.0 1063 111.0 1819 170.0 1083 872 ISIS 170.0 1063 Win 170.0 1130 170.0 745 170.0 1110 170.0 650 170.0 1302 170.0 040 170.0 1468 170.0 1015 168.7 1542 170.0 70.76 ttt.o 1542 170.4 1122 117.6 16/2 1966 1768 100.7 1612 167.8 1137 l0.1 1542 167] N57 6'74 170.0 788 170.0 1169 170.0 OW 778.0 1364 170.0 1002 1606 1472 170.0 1068 1425 1472 168.8 1748 121.5 1472 150.8 1130 107.1 1472 147.0 1100 91.6 1471 146.0 1104 80.7 7472 1/60 1704 {� Win rz 1.. 170.0 170.0 1063 170.0 878 170.0 1275 170.0 ION 150.8 1320 768,2 1101 1320 1320 149.0 1092 117.3 1320 131.6 ION 106.8 1320 128.8 1049 68.0 1310 117.0 10M 75.4 1379 7126 1013 68.0 7320 1123 1072 Jm 7810 1700 1122 170.0 937 4 68.8 1164 107.5 9`52 74.0 1164 U.S M 149.6 1164 is9A 1013 1262 1161 7709 Se 1122 1164 125.7 1ne 99.7 ItjIMAIS 64.1 1194 93.1 027 60.1 1104 823 926 s 70 (n 106.1 1124 170.0 967 138.4 1124 14TD 985 116.6 924 1260 947 1070 1124 115.8 931 aZ3 1110 83.0 1124 0467 0440 892 924 89.0 868 W.0 1724 04.7 687 sL0 1124 U2 $74 3116 Fho UItl6san 1,i' Elm Usmean 9 73fi 77.2 544 821 M4 67.6 01{ 73.3 712 60A 82 51.0 6M 61.4 ql 46.0 WA 84.2 709 788 04{ 50.0 j 668 336 844 47.7 BR win 106.1 8441115750 80.1 314 742 77.2 852 63.6 742 1172 541 56.7 742 68.6 671 49.5 7Z -5 742 49.3 0414 37.1 742 436 500 31.8 742 398 600 27.8 742 37.6601 go in B91 742 9.5 W3 742 31.3 SOS 342 492 0.1 596 28.6 461 22.7 668 266 472 18.6 668 24.7 166 108 it 926 568 6370 530 52.1 WS 63.1 521 44.7 SBB 46.5 513 39.1 SM 41A SOS 316 593 3.7/6 1' 2412• 555 415 485 412 668 129 167 35.0 556 3870 480 32.0 073 28.8 656 31.3 467 24.0 655 27.1 157 206 568 24.3 448 16.0 SW 224 442 Ill In 5715 535 68.6 503 46.0 475 299 414 13.3 49 ZLe 470 Z4.5 401 19.0 475 21.1 795 18.3 475 167 787 14.3 175 17.2 791 120 in 166473 36.0475 390 420 820 475 37.7 420. m.6 Eft-& M 011 144 in 29.4 330 20.1 305 22.0 330 224 301 169 330 19.3 297 18.8 J80 ITA 283 1.768". TABLE 78 Anchor Cap2p Table BOMtexe: 2.7k COro{de 3.51, (brn. son" CMU Filed CAS) PTMd Mebl ylIr Ek, 124.59 E" 5/16 Sto 1/!' SS Eke 810 Sled 912 St -1 •7281001 Anchor ClioPatterns ArtS4prlypa: 3116 Fho UItl6san 1,i' Elm Usmean L81wa,1 115 Eko UVaeon 114' Eb lleracan Nrsan Aldi r se6w (175) Sc,ew (Ory Suew (OS) Eop6 D61ance lml Ir 2-trr 1' 2-17 3.7/6 1' 2412• 1' 222-" 7 ltle' T 0.45- 03C 0.3N' Eft-& M 011 1-34• 1 1.Y4• I 1x14• 1.768". .._ z 1-t4• 1.1/4• 1•iM' 1-1R• 1.1/48 1-11C 2• 18IS 1dr9' 16,68 2 Anchor 01.75 MH. O C. 1 Standard ar 011ad pi0 (Fq. 17023 530 b 330 lb. 460 b so to. 1044 Th. 270 b 280 b 354 b 740 b 374 b E4 b No 1. 341 b 442ft 5W IM 4 ArXllore 0 215 W. O.G / 9btMa4 (or O•e0 Csp (F•. SF ?Mft 700106 SW b 74101ba 062 6• WA SWIN WA 030 b WA 880 b WA 682 b 885160 7120 604 bAncilm 0 1.13' Min O.C. / 524 lCon! for Ghdl CW tvvy. 43 968 b 1400 Iba WA N/A WA WA 768 b WA WA WA 692. WA 13831. 1770106 mai b. 4 Aroh•a 0 3' Mn O.C.1 0I215 Aeg• L3Na /(FID. 4 7681. 768 b BW 106 15M Ibe 1SS6 b 5401. 568 b WA 7001. 748 Its 8681. 16821. a" N. US It. /1201. S Anchors 0 7' Mn. O.C. / (2) 2X5 Angk CSpe / (Fig. S2 1170100 117011.1 1020 b 2340100 2844 b 810 b 1310 b WA 11/0106 1 tM to 1320106 211M IN 1022 b 1327 b INC ke 4 Amhm 00.45 Hal O.C. / UCJIo, oto .1257076.. (Fig 7) WA WA WA WA WA WA WA WA WA WA NU WA WA WA 1430 b 2 Anehoa 0 225 Mn. O.G/ FGW w u. BY 3501. 3501. 2001. 7051. 4761. BUA 2&0.6 WA 313 96 WA MO b WA 341 b H2 to. 6681. 4 Arch- 1.15 k9n. O.C/ Ff p (RO. 9t 4E E6 7001. WA WA NIA WA 3681. WA WA WA NIA WA w ea SO 17201. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE 2: FIGURES: FIGURE 4: FIGURER: FIGURE9: • Fu • • • • IIILLLLLL�__• • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5E6) MUST BE USED IN PAIRS. ANGHORGAPAGITYAUJUa1Mt391 FUICJIAU A: (DP ,) X ( ANCHOR CAP., ,,,:) _ ANCHOR CAP.,„ `MULLION CAP.•,. USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THEI, ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR ly"p0t"N "EN MULL L. IC:HS: OIUH OPENING WIDTHS IS ALLOWABLE. 3) MULLIOIND MUL`O1 Q SH R TCrS�AL�E. FOR EXACT DIMENSIONS, SEE SHEE 21-23. ♦TOLES T6) B�OR�.LF$IN H FOLLQ)NING DIMENSIONAL RESTRICTIONS SHOWN ONBSHEETIIti+3. FINES SIiOW ST41•' APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 490. WOOD SHALL BE PRESSU@@FF��TR YELLO1"{,SOUTPINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063Tj 1G1bB�NIMUM�7F •125•TA K. STE ET l� EA MINIMUM GRADE 33 AND .045" THICIC�1j GAIIG STRl1CT�iIIRRAAjj STEF� O BE A L T ICK AND 7038. ALL ANCHORS INTO PETP• SHA•L E CWNWT YEAST 3 SCRGW E� D THE MATERIAL. #10 d 912 ANCHORS•JTOVMD MANGE •TEGL, WBS.S. OR 4� S. • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED a9 comp n With the Florida HOA -Ne. ng a 17-0630.01 OA - Expiration Data 0 512 612 02 1 LYN,yi �'C�: ' �•7CEN6•F •. �C�� i NO. 5870.5 •� so. �wl 70N A4114 4 141100, P.E. FL P.E.# 58705 FIGURE 1: FIGURE 2: CLIP MUST AnctorC. dty Table Ibe Mullion Capacity Table Ib FIGURE 6: r -0 1 1:�l Opening Width gbrva16c dy-eparvtng nwAon6) or Opening Height (for'vibmi emfrq mNlan) S11be1rA& 50 r W 1n 701. so In Hd3-CMU 001. 11win 1201. 140 in 760 r Fled CMU R6ma11p6a TrvprTNlg. R-ta g"r. Trm rftn, Re~wwr 71aprMsm. A-dw Yr napmi-v �e Elro UOncm Reetaglr mw 119WTdr. Revanp4v T96W9In9. 719pT11rg• Radaa" Ta9Rdane Reeaepdr Trapmew g. RacaiO 128` 11 Lmdn9 v4• SS Eko ,vie Eko yr SS Fka 910 5ted 432 S1R1 Agcy UDau1 Agpecad 8 -(GS) SC111r (1357 laadeg L-041 Loean9 Lmdrq Lmdlg Loft L4edn9 1• ImdrN Lmdw Lmdrq Lwan9 10.4m L9e®10 Loading L..*v LmMg Lmdry 266"AARs Tube MUM 1176' 1• I 2•Y7 1• 2-117 7 Svf• 7 s a 0.320 s s 0.11} s s 13&i7. 1s s a n s s sig- s s� y4 qg s bE fi E$ es b g �qq .24 gR $4 i25 as 2' 1-Hd• 1-Y4 1.114' 1-v1r 114• 1-1/r 1-N8" 1315 --=L.- d F& 42 in 170.0 620 170.0 436 t70.a 7u 170.0 476 170.0 Sea 170.0 Sol 170.0 w2 170.0 619 770.0 1116 170.0 521 170.0 Iwo 170.0 521 170.0. 1466 170.0 621 170.0 1735 170.0 521 151.6 1M9 170.0 521 49 In 170.0 706 170.0 924 170.9 eW 170.5 564 170.0 092 170.0 030 170.0 1+33 170.0 961 170.0 1279 1702 617 170.0 1417 170.0 6W 1W.e 1546 17110 Wo 1317 7543 170.0 660 116.1 1540 +70.0 660 50.625 in 170.0 747 170.0 663 170.0 696 17110 w1 170.0 7016 170.0 664 170.0 1195 170.0 713 170.0 1345 170.0 747 167.0 1460. 170.1 750 1393 +466 170.0 756 119.5 1480 170.0 756 104.4 1460. 170.0 758 W N 170.0 797 170.0 611 170.0 976 170.0 691 770.0 1+16 170.0 764 +70.0 12M 170.9 ew 1w.1 1376 170.0 w7 14&6 13M 17ao 0.98 1x0.3 73M 170..5 681 111.9 tsM 171.1 061 91.7 1175 170.0. 681 60 In 17x0 565 170.0 707 170.0 1063 171.0 797 165.9 1166 170.0 M 139A 1155 167.4 170 123A 1150 150.8 919 1112 1156 150.0 912 92.7 1158 1442 005 70.4 1156 144.6 005 N.5 115a 144.8 965 93 In 110.0 93:1 170.0 745 180.1 1051 170.0 650 137.2 1051 155.9 062 120.1 1091 1420 548 100.7 1051 132.3 837 W11 1061 123.7 670 W.1 1051 112.5 622 8&6 1051 116.1 m 90.0 1051 119.1 621 177 09 167.1 867 1700 760 120.2 957 151,6 605 119.4 957 134.0 T90 104.4 957 121.6 TIT 92.8 657 1128 767 w.6 067 105.6 750 69.6 957 100.0 MO 50.7 967 98.9 749 52.2 067 96.0 744 g720.7 WA 604 13.52 098 107.5 604 1152 664 81.9 6C4 707.3 571 W.4 804 91A 680 111.7 604 W.1 650 W.{ 604 75.0. 643 53.6 WI 723 w3 40.0 604 69.9 628 40.2 604 69,8 620 J 109.5 722 114.4 830 012 722 972 676 702 771 111.5 0.00 66.4 712 M.T 598 We 722 70.3 556 W.7 722 66.6 6W 43.6 722 603 670 30.1 772 36.7 56S Y12 722 082 661 P71n 101.2 665 105.6 600 01A 656 09.5 666 722 OW 762 577 w.3 6W Oas 61.5 5W 50.8 665 W.1 5w 422 006 64.3 643 35.2 665 61,4 537 31.8 667 60.7 336W2 617 W.0 457 54.9 617 S7.5 449 47.7 515 50.1 M1 41.2 $10 517 4ad 428 33.0 515 37.4 422 77A 515 33.1 413 23.3 617 305 407 20.8713 29.1 404 SC3 453 55.6 404 4&J 433 47.1 307 36.6 453 41A 391 33.9 453 I 453 33.0 379 772 49 30.4 374 22.6 463 26.6 366 19.4 453 24.3 3W 17.0 453 22.9 356 10! r 3&1 756 30.0 323 StA 356 32.0 318 27.2 355 28A 313 23.8 358 356 22.7 304 19.1 356 212 300 1S2 356 10.0 2113 111 In 35.1 335 35-8 308 i➢.3 335 30.7 301 25.1 336 26.1 29'7 220 330 9 336 20.0 290 17.6 336 19.1 286 1201. 27.0 290 20.5 264 232 200 216 280 10.0 220164 1TA x90 4 290 164 249 144; 1&1 201 10.3 IW FIGURE 1: FIGURE 2: CLIP MUST AnctorC. dty Table Ibe IN PAIRS. FIGURE 6: r -0 1 1:�l S11be1rA& 27kc-m 156 C=, Hd3-CMU Fled CMU PTWmO M" AnchorCIO Patlame ' � �e Elro UOncm Ud•gpUbcm 6116' Eke Uww" 37.FJ<oURd<m yr EkOUewm v4• SS Eko ,vie Eko yr SS Fka 910 5ted 432 S1R1 Agcy UDau1 Agpecad 8 -(GS) SC111r (1357 M2 SV--!f SUNrA E -me fnX 1• 2-172 1' 2-v7 1176' 1• I 2•Y7 1• 2-117 7 Svf• 7 am, 0.51 0.320 EM ednent Mik 19Wr 19'0 1974' 1S'r 2' 1-Hd• 1-Y4 1.114' 1-v1r 114• 1-1/r 7 1-N8" 1315 --=L.- AncraS 4J8 Mirt O.C. / 9a1dae 4 Amh- Q 1.15' Min O C. I Stieded d OEM cup ft 17 6r 011d) Coq 610 4 3w D9 40D D9 -3w- 390 k0. 7W I0.! 45D fie NIA Ma 60. WA 16M 1111 NIA 270 ms 2w be NIA 38D D1 364 b NA 74011.5 WA 974 Da WA 6W 86 WA 946 De WA 9H IM 442 fb 6521be 685 fa 150 D7 112015 O. 4ArcrM ®7Nn. C. I M 2(5 Argle Caa i( R¢ 57 MD be 7w be GNIM 156169 1896b. 610 Ds 6w 06 NA 7wlb 746 Ila 880 Ile IftWh 69204 605 ft _ 12D 11s IA.Mn®0AALM.O.C. IU -C*. lift 126'Akm TVi NIA WA WA WA NIA NIA WA MA WA NIA WA WA NIA WA WOm 1 I FCMD Ot9 5j 105 D5 105 m 72S k0. 443.. 122 L 1381» 140!33 177 09 worse 197Ibc 392 D1 471 roc 1701n 221 Ds 285 9s ThN 2 ArxMn 611.18 AUh O.CJ FCN 6T xA0 D9 350 D6 NIA WA WA NIA , lw tE NA WA WA WA WA 31169 44285 661 b NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: CLIP MUST • • BE USED IN PAIRS. FIGURE 6: r -0 1 1:�l FIGURE 3: FIGURE 4: FIGURE 5: • 1 • • • RR4M1J1/ 4AYA[:II T AUJU.71 m[:rvl 1"VNMU- (DPe) X (MULLION CAP. -,,o,, -,,,,, ANCHOR CAP.) a ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENIVG, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL11ELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • 42) Lr' V IWERWOLATJON BGTW5EN M" LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE •3) MULL10N ANDMUS1LK)I• CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE • SHEEiS'21-i3. HOLE% T7?BE EIlILlED iW1THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • oHQVpt0N SIV 11029. Flg URIS SHON SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SI TALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE • • 411611111911,15AND BEA MI9INW101 OF .129/ THICK 4TEEL STUDS TO BEA MNIMUM GRADE 33 AND • 1145' THICK *8 QiUG ri RUCTIIRAIPSTIPEL 10 BEAT LEAST .125" THICK AND A36. ALL • • A CH05S lqrO RIETALALL SM ENS AAEAST 3 SCREW THREADS BEYOND THE MATERIAL • • t4 (0 #'12 A g;Hts �To wdbD MR*E M, 18.8 S.S. OR 410 S.S. • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complong Mgt the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 By Miam a rocluct rPentral `11111II11117j 0.o ...... ., * No.58705 s A E i FS .(ORIDP,. �''rS;9NAL LEND` . A. LYNN MILLER P.E. FL P.E.# 58705 ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 6: • • RR4M1J1/ 4AYA[:II T AUJU.71 m[:rvl 1"VNMU- (DPe) X (MULLION CAP. -,,o,, -,,,,, ANCHOR CAP.) a ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENIVG, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL11ELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • 42) Lr' V IWERWOLATJON BGTW5EN M" LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE •3) MULL10N ANDMUS1LK)I• CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE • SHEEiS'21-i3. HOLE% T7?BE EIlILlED iW1THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • oHQVpt0N SIV 11029. Flg URIS SHON SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0.90. WOOD SI TALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE • • 411611111911,15AND BEA MI9INW101 OF .129/ THICK 4TEEL STUDS TO BEA MNIMUM GRADE 33 AND • 1145' THICK *8 QiUG ri RUCTIIRAIPSTIPEL 10 BEAT LEAST .125" THICK AND A36. ALL • • A CH05S lqrO RIETALALL SM ENS AAEAST 3 SCREW THREADS BEYOND THE MATERIAL • • t4 (0 #'12 A g;Hts �To wdbD MR*E M, 18.8 S.S. OR 410 S.S. • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complong Mgt the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 By Miam a rocluct rPentral `11111II11117j 0.o ...... ., * No.58705 s A E i FS .(ORIDP,. �''rS;9NAL LEND` . A. LYNN MILLER P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A -I, MWbn CapaeLy Table 02eAli Opening IMdth (for vadca"p6r9h+0 mLdone) or Openln0 H* ht (for h4lf2nnte5y.ep9rnln01nil0re) 601 MN 7oM R..IatOtla 7bf/+NIr4 R.eta•ubr Ti.p/Tfin9. Ibe.tt•drt iraprtll.w. BOF 901n 100E 110N /4131 RwlmpulAr Teplmep Rrclerquhr Tatp?dtttt9. RwYnWbr TnN0late RMe09trr Top'Mba RbWk71aftl1dana Lardiq LOtdrtp Lasmo LwdFp Latldw 1.a.dtt0 L.MFO /M1. Rwlu•Ia TtttpRdnO. tr3t9 Lw9kq Lto a �W' 0It 1.2E i 323 l0+eta La.dnO L0.M0 LwdnO lu.dln0 LtaanO ue tt9 twdet0 Lwdktp U .. X -1oo t pion Lp7 ^ ^ ^ ^ 11 `^ ^ ^ 0 ` d ^ a ^ ^ ^ Alum. Tube R �ej F6.. FYg^ Mullionr �yp � ' 7p} �S•ane��N28 a 198 d Z iZW4 <$ 2Z LIM 6a1170.0 AIM 1740 712 ira0 476 170.0 ea IRIA We 1116 1700 621 153.7 1118 17&4 521 127.7 ilia 17o.o 521 109.3 Me 1740 521 We 7118 ira0 621 N 48 In noA 7m tt9.o 621 vo.e 9M 1rao 681 +%.6 %e 170.0 Mo ue.7 97e no.o eel +341 976 170.0 en M.3 %B 170.0 NO %A %9 170,0 00 n.4 97e 110.0 eM 719 %8 1740 wo � ? 0 50.625 In 170.0 747 77C.0 567 1740 598 170.0 831 IS0.7 027 170.0 BBI 171.6 627 186.5 709 1175 9D 159.1 e99 705.6 927 159.3 893 679 921 16&3 098 75.4 921 166.7 095 668 12&8 G92 6&9 927 18&3 805 57.9 669 12&8 eft Ix F p 81N 170.0 791 170.0 612 181.3 eM 1740 881 1726 850 +MA 687 820 162.7 110 117.6 806 115.11 ea. 111.8 069 1414 BeB 134.0 Mo 02.7 109 120.8 654 77.3 889 129.8 662 06.2 89.6 ne t%.B 399 T9.e /tl 101.0 sM n.e 74e Be.8 0% 69.7 749 817 883 31.2 748 93.7 563 4.8 746 01] 5n a on a) � co m MN 1475 746 /61e 831 1114 746 132] 579 103.1 677 ttl2 5" 88.4 e7T 1041 505 n.3 6n 01.4 610 6e7 6n 83.2 5.99 01.9 en BLO 6M a1.6 %7 77.0 a2B M.i 6n 76.7 626 M.1 %7 747 sag � V 0 LU - 63N 123.7 677 132.0 MN 1%.6 017 111.1 670 60.7 917 %.8 519 78.9 611 847 609 ; 68.2 510 0&2 422 %] 917 76.3 600 39.8 817 R.6 Q4 518 817 68.7 489 44A 817 84.4 4&7 334 017 63.7 482 51.5 518 M.9 An 16.1 519 84.2 419 47.4 all 347 414 34.5 518 4&9 405 NA 618 45A 445 73.6 617 e17 p2 ffi8 316 I&0 105 Z (Q m iq` ? J � U C MF 524 bill 87.1 100 80.1 618 745 781 704 465 711 406 5&7 486 82.5 3N 643 406 54.9 ' ]90 44.1 a5 10.4 394 395 405 45.3 376 3&2 /B6 125 374 294 /e5 30.3 787 365 165 76.6 764 220 IM 385 lea W Z 1$C 37 78N M1 111 0&0 367 SL7 111 67.7 770 46.8 44i 5ma 772 40.8 Nt /6A 388 381 IH 47.8 %0 324 UI 38.7 750 275 M1 Jl9 319 77.7 4H 311 716 141 417 327 916 N a O n M N 42.1 372 111 19i 364 392 774 289 30.3 332 323 289 26.3 332 2&8 SM 234 3ffi 26.1 %6 2L2 332 24.1 272 77.7 372 21.3 368 15.2 a73 18.e 282 ta.7 _94M 33.0 291 349 2M 2&1 291 30.3 256 25.0 291 2&4 182 214 2B/ 29.7 216 19.1 201 217 214 17.6 291 18.5 241 14.6 261 17.1 290 123 297 16.e 232 CS Z 1q b 24.6 230 2&1 208 104 230 21.1 2(9 17.3 270 1&7 201 18.1 230 IBS 19e a =) N pO 111 h 22b 218 21I 197 1&9 219 WA 191 18] 218 1&e 181 11.1 218 17.8 tM dO (17 Lu M 120E 17.9 187 1&2 170 14.9 167 15.7 1% ® x N V a 0.7 XYZBL� fOO� 7co TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca ally Table HOW. cmu Flied CAU PT tAta00 Med ANCHOR CAP.,,,,,,,,, ) . ANCHOR CAP..,, (DF'w) X ('MULLION � � � Staal4eb: 27k comets 3.sk Ct7c. 1/r BB ElcaSNr Fhb v4' 69 Bee no Bleel 912 8" M2 elee Amlte'fyp.: 3/i6• El. Ulxm yr EFo Mo-e>ea � e 31tr S.. u mmn yr Elrn USeew A9g•tWa Ub.O.rt A9P.0tu0r aces (oa a -ms) a- (G5) Mtn LION CAP.t.. USE THIS FORMULA TO OBTAIN THE "ANCHOR PRODUCT REVISED a Id171mphrlrw wrlth the Florida Ute Anchor COP PattemeE 2.7 ? P 2-122 3-tre• r atrr r 2,10 Y 3-t/r z 0.49 13.x• 0.3x• CAPACITY REQUIRED' CORRESPON60JG TO AN NOA-No. 17-0630.01 we I7I11ene. pr>: r Ena.•1 M Irk 1294' lett 1 -Yr 1-f T 1-vt• 1-174• t-vr 1-1N• +-vr +-vr r ta7r iS•• taN. 3:4 Re 710 •. 374 W. 6& 8e MB 8a 341 IM s42 I06 6M Ib ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION P•xplr•tion Data. 5%16/2021 2 Am00a ®4.75' Min OA. ! abndad a 09.e (3q (FW +k 366 b 390 Iba 150 lag M0 N. 1814 Ib. 270 •e 280 Me N1A ww 3M N. WA WA NA 6114 NIA ea2 Ea eM IW 7120 N CAPACITY (FROM THE TABLE) OF THE SELECTED 4 Amlme @ I.iS MpL O.C. / btvdrd W OmN) C8p flo. 2i 4M 9e 700 •e ww wA ee 1NIA 54olae 560912 WA 780 ItA 748 Its Mo e1. 1892 e. Mz b. BM Ib. 1120 b. MULLION. R WILL YIELD A MINIMUM ANCHOR 6Y s tMtolne M7•M&o.tzltzl LSAnpb atpa/ffW 9k 7MI6. 7M a. 6M be t5W WA WA WA NIA NIA WA WA NM NA 850 Na CAPAGTY WHICH MAY BE USED TO QUALIFY Mhm Product 11170 JAroha. ®034' A&'t. O.C. /UCIIp, Nb .tOT Alun. (FIG. Ik. NIA WA WA 2251b. WA WA MS Be 8726: 1359r 1tl 912 tnb 370Th. 16710e 3321x. 477 a. 17009 2211e. 2M •. ADDITIONAL ANCHOR OPTIONS FROM THE tArcaOr/F-O4(Fla 6k' iM ee 1950a 2 Amhaa B 1.15 Mn. O.C1 F-Cllp pig 8k: 110 8e '3.10 •e WA WA WA NA t W 6e WA WA NA WA WA 111 •e 4421b6 1 500W ANCHOR CAPACITY TABLE TABLE NOTES: 1.250" 1-1.250"-I FIGURE 1: FIGURE 2: 1) SEE SHEET T FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. +1111171) LYNN FIGURE 3: MULLION D �AI tY�0f4tCLIPs' SAOYIN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE F ETS 21 HQ(-E�I0 IE [tIL Lk lit T&fIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.25T x•260' OgY '• 1,10ENSF '• �2� SHOWN E S ??33 2 FIC�IRE•i` $r�JW SOCiGE3TED, APPROXIMATE HOLE LOCATIONS .ik CLIP MUST * No, 58706 • • • • • • • • • • • • BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPEGFICATK)NS. HOLLOW AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE O ATE ; •�� FIGURE 4: FIGURE & FIGURE E: 53-T ND BE A MINIMM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRACE 33 AND • 4b'•T KIN G liG ). S•� d�1�,ay�TURAL,S'I�EL TO BE AT LEAST. 125- AND 438. ALL ,100' .107 11 s1 •••.Oq..... • ff 7-10 • ••ANCHRS INTO .j.S�1..�XTENd'ftT 3 CREW THREADS BEYOND THE MATERIAL • Y10 & �2 ANr&HO�Ipogm 9�SY FyS 187 S.S. OR 410 S.S. 1.28-x 3.25'X.100' 1.25X3.25 X.tar' MULLION FOR MULLION FOR �i'S/�AL C�t�� //Its ii11 I0 • • • • • • • • • • • fIE7.0•MULLED UNITS FACTORY -MULLED UNITS A. LYNN MILLtEFi, P.E. • • • • • • • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10A TABLE NOTES: FIGURE 2 ) SEE SH. • a ION LOADING SEE SHEETS 22-4I FOR TIONS ON USING THE TABLES FOR GENERAL INSTALLATION ANDSHEET 25 FOR INFORMATION 51u1bn Capacity Tebtt Qbe1747) 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO70R OPENING WIDTHS IS ALLOWABLE. •• ••• • • • • • •• FIGURE 3: Opening Wdg1(rMVWtkByiP9rfi110mWiOf-B)or Opening H•Ighl(brhodzwft spenrilgnldrom) 0 0 FIGURE 4: FIGURE 5: • 0 0 Nn WM IOIn bin Nn 700n 1204 140 in ISO In RMen9uhr T,aplrrMp. Rwtangdn TnplRinng. Rannngdar Tr1pTding. RW.nquler Tnprrdeng. Radnnpbr Twill -ng. Wc1n7'I'r ToprTriwp. RMnrgdv Troprrdnn9. Rndapin, TnprTibng. Rmtangda Tradrrinp. Lada• Laad Lodirp Latlhq Lwdng LnaFng LnadFq 925x926 Legg Lending Landing Loading Loading Landing 144449 Lnadng Lnnd6g lodig Lasdna B X.6524 Alum-iLbe � c Mu51on �nS�@ 1314- P ql� it $ �@ t 14 1 11 u0.vvv oua tea= € e =a se g€RhH 1£ as 3s�a as �- s0. a $d �a� �� a fa 471 170.0 859 170.0 5% 170.0 !!2 TIOA SU 170.0 +116 170.0 521 1ro.0 U40 170.0 521 1700 U83 1708 521 170.0 17]6 170.0 621 iro.0 +983 +70.0 521 421. tro.o 620 iro.o 138 170.0 711 170.0 484 170.0 892 110.0 we 1100 1133 170.0 661 170.0 1216 1701 677 110A U17 170.0 NO 1ro.0 1700 170.0 6B0 169.7 1979 170.0 6B8 11a6 177! 170.0 Bp Nin 170.0 "a t7t.0 621 7704 860 170.0 596 170.0 691 170.0 1018 170.0 659 170.0 1195 170.0 723 170.0 1715 1700 7/7 170.0 NN 110.0 156 1100 1793 110.1 768 7623 iWT 170.0 756 173.6 1877 170.0 756 50.625 F.[t.42,7 717 1ro.0 563 110.-0 170.0 %6 170.0 691 770.0 1116 170.0 761 1704 1276 170.0 101 770.0 1431 1140 937 170.0 1594 170.0 656 159.1 1759 170.E 167 131.1 1768 170.0 591 117.9 1759 170.0 BBI 54 in 797 170.0 172 70+ 770.0 1063 1700 797 770.0 7740 1700 87B 770.0 1417 170.0 944 167.1 1611 1700 9% 416.0 1511 170.0 1073 120.0 1511 170.0 1/W 103.6 1511 17x0 1063 90.6 1611 170.0 1063 fiC fn 595 170.0 170.0 1710 1ro0 859 170.0 1302 1704 BIO 156.6 137-0 770.0 1016 1357 1370 170.0 1076 125.3 T3T0 T6410 1092 104.4 1370 155.! 1872 09.6 1370 155.3 1070 78.3 1370 165.3 1070 83 in Nln 930 f70.0 974 110.0 716 789 170.0 7189 170.0 903 155.6 1210 170.0 tO02 1362 1241 iSTS N7J ttt.7 1218 117.1 1000 159.! 1248 139.0 %9 !D.-0 12/8 130A 978 17.8 t&8 129.0 B76 59.1 1248 IH.1 975 BN roIn 1599 170.0 I7t 131.9 1019 159.7 992 179.9 10W 134.1 476 159.9 1591 119.1 Bo 932 1019 1097 811 819 1599 102.7 Ue 59.9 1599 91.9 874 69.8 1599 972 NO 62.1 159! 97.7 Nt 149.1 123 110.9 591 128.8 B06 101.9 9dl 1172 791 993 411 'CO.- 777 79.3 NI 91.7 766 71.4 597 59.5 767 59.5 591 Me 744 St.t 941 74.0 731 W.8 Mt 73.3 136 76 in 197.6 70] 110.1 M4 116.9 761 592 191 102.4 753 124 859 91.9 740 73.3 594 59.1 730 66.0 991 71.7 721 B% 70-7 707 47.1 891 47.0 701 41.7 694 59.7 698 nIn f]7.0 591 Bal 596 71.6 e71 74.9 58S SIA nl 65.3 675 631 671 582 Bee 47.7 671 522 558 43.0 571 Nb 661 171 13.1 630 7oT 171 79.7 531 16.1 R1 37.9 62fi Nin 59.9 671 89.0 590 61A 510 50.6 659 53.4 36.1 6% 394 Ip fN 31.7 477 25.7 6% 714 599 443 690 47.6 502 79J 590 110r39-6 189 72.1 690 29.0 459 9i in 70.1 590 72.1 121 31.1 400 71.1 48fi 32! 102 27.6 If6 M.7 24.9 108 27.1 311 459 23.6 592 17.8 459 21.2 1:7 375 16.5 468 19-6 7081n 49.7 459 $0.1 121 ItA 166 128 114 35.5 1B8 111 30.2 392 26A 111 273 229 441 24.9 J72 441 215 36J 16.1 111 103 766 14.3 M1 17.87fi.93]9 459 342 441 312 397 32.7 441 34.1 317 26.6 76.8 171 26.1 J7/ 71.7 378 M.7 359 2al 978 41.3 18.1 31B 195 321 978 11.7 3K 144M 21.0 267 211 742 17.5 262 77.8 139 /fi.0 262 16.7 738 SUMEltO con I 1r16• -Ulram I Nr El�Ut - I � c< Artclfa iypc 3.16 Dc0 u1ram UC IYoUOwton 0.w Anchor Cllp Pe12amt .7 1 a 1rS 1 2 FIGURE 1: TABLE NOTES: FIGURE 2 ) SEE SH. • a ION LOADING SEE SHEETS 22-4I FOR TIONS ON USING THE TABLES FOR GENERAL INSTALLATION ANDSHEET 25 FOR INFORMATION 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO70R OPENING WIDTHS IS ALLOWABLE. •• ••• • • • • • •• FIGURE 3: 3) hLbLUON AND4AURJOI9 CLIPS,HOWN ARE ROT TO SCALE. FOR EXACT DMENSIONS, SEE SHEETS 21-2 .E �BE RILLED% T%E AELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHO 4PN S TS 1-2: FI UR:S SPCISUGLEE.STED. APPROXIMATE HOLE LOCATIONS, 0 0 FIGURE 4: FIGURE 5: • 0 0 BE USED 4) SUBSTRATES: CCRETHAL ONE SL CENAROA ACI 301 SPECIFICATIONS. HOLLOW AND IR IN ?AS. GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 690. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL 13E 88QQ88 T5 BE A MINIMUM OF ,100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND •QAS �S GAttLt1g�l,, ?. TR"ARAL STEEP TO BERT LEAST .125" THICK AND AX ALL •gDICHOR NTO ME7$LALLEND�ATSEAaST 3SCFlCW THREADS BEYOND THE MATERIAL 4#1 It #12 jNCj T W MAY E yy��-- EE7�„, 1C8 S#S OR 410 S.S. • • • • • • • • • • • FIGURE 8: • A. • • •• •• • • • •• •• ••• • • • ••• • • 71194nv"uA7'A4:rt 7 AWvorm fr (OP_) X ( MULUON ANCHOR ""'-") >: ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 125" X 3.25'X.824' 1.25' X 3.25 x.52,[" MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNRS PRODUCT REVISED as comp ying with M• Florida Buliding Oode NOA-Mo- 17-0630.01 Fxpimtlon Date Q5/2612021 #.. Nd.58705 ;?pia 6 lCs •'•:�LORIDP. •aG��: �''1S'ONAL V A. LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �N TABLE 114 M111bn CapacityTable (1807117) �x Opening YM.1tl1(sor redicelyspam)ng muiolls) orOpentng Height 0xhor¢artely-9p6nwY "580119) 5o in 60 in 70 h 901. 7i, Idol. 120 in NO in 160 in p 775 IGcWqulel Traotidap R.mnpdv Tnry7dlle. R.aSneul. Tnlrid.na. R.rulpulr Tnpr7d4na Recu.WIW Tr.prtd..9 R4mnD.1.I TI Kinnp. Retl Wla TnIJTMnq Rec4n9wu TI.pTd.nµ RlefagJer TnpTri.rig. LIWln4 L..hp Lo.ellt0 L..dN. -dl.. L.445p L,wdk,p L..d'vp n9Wdng aNTO-LnWine Ei v L,1-0 L..tlln0 L L..dSp ..'SingW.9np L..an9 L..4i.0 Loldin0 F ,>, .;= -- - d eN :-.- 3Y ie §� €e e� € sg a is $.y€ eL 9•B{$$. a 4. �e �333€L �,�• ,�• 8 if s g3 �- ^ �E Siii' 5s �Ct Z 1~Ll 5 aL Baa �a �� fes€ �a� ia` =a fa say �� w o U) 176 +7-0 711 179.0 474 110.0 880 trod 9e 770.0 99P 170.0 sis 170-0 1116 170.0 621 170.0 1240 n0a 521 17.0 1480 170.1 521 710.0 iris 17.0 521 170.0 190] 170-0 521 J to 42 In 170.0 620 17.11 170.0 7B 170.1 571 170.1 800 7700 6& 17.0 992 1704 dJ0 170.0 1137 170.0 861 1704 1775 179.0 677 170.0 1417 1700 690 174 1TEO 17.4 sm 170A %03 170.0 690 170.0 2257 170.0 NO (!1 F- 41 In _ Sm 114A 996 1700 631 1701 1806 170.0 694 170.0 1196 17-0 Tia 1700 1365 170.0 747 17.0 1191 170-0 750 170.0 1763 1791 756 1100 7892 170.0 766 17.0 2431 170.0 756 W O 67.62Sl. 170.0 747 17.1 170.0 707 1704 fii1 17.0 956 fl10 697 17.1 1116 1700 764 170.0 J275 17.0 8(3 770.0 1444 1710 IN 17.0 1691 170.0 966 17.0 1913 170.0 161 170.0 2171 170.0 eel 190.2 P107 170.0 801 m M w SIM 797 17.0 1240 170.0 810 170.0 1411 170.0 94 110.0 1591 170.0 091 17.0 IT1 1100 1033 170.0 2115 17.0 1063 N93 2167 170.9 ND 729.9 2163 170-0 140 F- U t0 Ve fi0l. 170.0 te9 174 701 170.0 1063 170.0 940 1700 1180 47.0 1016 170.0 1673 170.0 9071 170.0 ISO 1100 1122 156.9 2066 17.0 1169 134.6 2160 171.0 1171 117.7 2060 170.4 1171 f w fi3 in 17.0 !30 17.0 745 1700 11+6 17.0 160- 17.0 i]G! 1700 17.0 799 17.0 118! 17.0 903 17.0 '9N 110.0 1002 17.1 159 17.0 ION 170.0 1753 77.0 1155 170.0 1945 170.0 1210 143.0 1966 17.0 1276 In$ 1966 170.0 1296 1073 INS Ime 1286 U<U 2 Z rag 22= 801n 170.0 971 71n 17.0 1063 17.0 971 170.0 1275 770.0 1009 170.0 'ABB 770.0 1126 111.1 1700 17.0 12M 1611 17.71 170.0 1315 138.7 1731 169.8 13Bfi 11Sfi 1734 765,! 1361 99.1 177a 19.4 1362 80.7 173. 193 1352 W � � � �Z J 7fiM 17.0 1122 17.0 931 17.0 1716 1700 1080 1695 1516 170.0 120! WA 1666 1952 1296 1311 1556 151.5 1166 IVA 1556 N1.3 1751 98.3 1656 121.7 1229 802 1556 117.3 7219 73.7 1658 1213 1316 � S 7fn 17.0 1161 170.9 9S/ 17.0 1381 17.0 1116 155.9 1417 169.3 INS 136A 1477 IM.D 1224 1212 1477 139.1 1206 109.1 117 1295 1191 9.9 N7 118.! 1169 719 1177 1714 1168 68.2 1477 109.3 1161 Z 02 g 90 in 1420 7110 1466 916 1194 7110 127.9 !80 780.6 1170 1079 951 ste 1110 963 976 T19 11+0 87.6 122 71.8 1+10 00.7 110 592 11!0 71.7 897 50.7 1110 66.6. 179 80.4 1119 62.7 170 H9 976 523 776 36.6 976 19.3 787 Z ENO Q N F i( Z .O 9G in 117.0 976 720.31 872 97.5 975 1015 /9 97.6 975 813 Bla 732 976 796 829 660 VS 712 117 RS 975 664 907 468 175 STI 789 49.0 m 41.1 711 44.0 N7 36.3 771 X. 837 744 TM 35.0 811 25.7 711 724 fi11 A (n -R QOm- tOBin 822 777 N.0 696 88.5 771 7.7 695 9.7 771 61] 675 51.4 771 64.3 /M 4S.T 771 ISO 671 V. 730 41.1 614 31.5 730 376 600 77.0 730 77.9 689 23.7 770 29.5 581 w mi3 Itiln 77 130 772 961 ilt 70 65.0 650 51.1 730 56.3 640 47.3 730 49.! 631 411 730 36.3 637 30A SU 322 671 250 624 27.7 619 214 624 21.6 509 18.7 fila 225 501 N Y Y ® � � 120717 59.9 624 61.1 589 19.9 624 512 660 42.1 824 74.3 662 77.5 124 39.2 544 33.3 524 37 ry Q O 180 in 34.7 133 39.1 4N 28.9 433 294 385 24.0 433 26A 990 217 137 22a 396 194 137 20.0 781 17] 4]] tet Z O ¢ a� �m to ANCHOR CAPACITY ADJUSTMENT FORMULA: LE 11B AnchorC.pa..ity Table(b1) ANCHOR Ho m, CMU F910d cmu 117 Wem ua• (Dp X ( ) = ANCHOR CAP. ,e, 9u0BkBte 2.7k COKRk: S5k Calc. e) 518' EICo t/r SS FY 914 Elr. yr ss em 810 aced -2 Sled n2 sten MULLION CAP.,,o,,,., PRODUCT REVISED I AKna type 3/16• rxo 11116.17 yr 6to ulkactn UeKcm 3'tc eco In7Km VC ritc Ullm- AQgr ymlt umxm AW Iagw Suety (m S- st- ruil USE THIS FORMULA 70 OBTAIN THE'ANCHOR sa eomplvlm6 1117Th tit• Florida Badding Code AnehorC6p Patlem. 7• 2.117 r 2-YT Z ays' 2• 0.48• 0sr 032! CAPACI7Y REQUIRED• CORRESPONDING TO AN NOA-No. 17-0630.01 Eop-wane 807 t• 2-V2 1" z-trr 3171 1-111 1-vr z tae^ lee rales ACTUAL PRESSURE REQUIREMENT FOR THE Errl6eeneK On tad- tar 1s//• 1a1• z• +-V4• 11/1111'r1-114' 800 m 1880 ms 9011 780 as 1 354 wn 740IM 374 ros BBI t. 0161. 911 ms 44216. 789 Bs OPENING, WHEN R IS LOWER THAN THE MULLION Expiration Date 05/26/2021 2 MoprS 7178 W rt O.C. I Sleraet0 a 081.3 CIp ffi0. tj M 300 ro! WA NIA WA WA NH 802105 BB6 Ire 11X1 Ri CAPACITY (FROM THE TABLE) OC Ti IC SELECTED 4 AMMO 15• Mkt O.C. / 9tm0.0 031 Cf6e8COp 614 27 '480 700 d NIA WA NIA N/A 380 RN 7806 bs 540 IM 5601s N/A 760m1 Idem Oda pl 1002Im 962 b. 80506 1134le! MULLION. IT WILL YIELD MINIMUM ANCHOR BY 4AKkooD7NIn uG V4ak5A1gleCllplt Oig 3I 7�0 bs 7800. SB0b4 15®It. N/A NM WA N/A WA WA WA !LA NM WA 1257117 CAPACITY WHICF-' MAY BE USED TO QUALIFY MI•m - Product 17110 dAKMn ®0.54 NM. O.L. I0•C7�, Y11D .100' Akan 0'+g 4) N/A WA NIA WA e! 140 m 17710! 97001: Tal e]S 3Y21bs 4791a 17010: es ago lb ADDITIONAL ANCHOR OPTIONS FROM THE 1461011 Flap iMg 5T 195 bs 106117 276 Ma US bs 9'd 0• 136 -229 NM 190k- rUA NM N/A WA NM 94110: 442 b6 5608. ANCHOR CAPACITY TABLE 2Anarks 4'1.79 M. O.C./FCIp lytg. 6J 281 bs 3700: NIA WA NIA -1.250' FIGUREFIGURE 1E FIGURE 2: TABLE NOTES:_ • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORNATK)N ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTAUATION METHODS. • • 2) •INE•R 121TEIrOLAi1ON BJTYWEN WJIW. LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ,.�`QNy L NAe FIGURE 3: • 3) MULNON ARIPMUPLION C81PSSHO8VN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3•�• ��.•' 1,10EN4 '• /�l ' ANGLE• SHE 21-93. 401-ft TO BMRMLED 111 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS •S��O�:�Stl h. F:GU AES SHOOV SUGGESTED, APPROXIMATE HOLE LOCATIONS. N0,58705 BEIUSEDST • • IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACA 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL - `SiA��t/� FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE TO BE A MINIMUM GRADE 33 AND 824• Off` •'• o ATE M • • • • • • �S3-TS AND SEA 8071080.180 OF .10•" THICK•STEEL STIRS 45- THICK118 I§AUGE).%TRUC1%RA! S1EEL4f0 BE AT LEAST .125' THICK AND A36. ALL • • CH S T04M AL SHALL E*rEf4b Af LE&T 3 SCREW THREADS BEYOND THE MATERIAL 21 C44R INTpWaOON&:BE:TEtI IMS.S.OR41oSs, 1]sx3.9CX.624- F 1071101`..••' 'i� lT ' S�ONAL ALI'iWNM"k,P.E. • • 48 MUUJON FL P.E.# 58765 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S0 In 6o b 70 F 801. 90 In 1o8 n 120 in 14011 1 loom Rxvlgd• Tw,, dbV-•--214126 I—'IVLt0 L66dn9 Loed1• L°aduq lsdnp Lwd4q LOWn9 Loa618 L6adn0 Ldn8 L6ed110 Lo6d11p LdnOAlum. Da a �Till a � a� � a11 1g s�11 ° " 6� M$ s € s e e € g TABLE 128 Sues 2.7MCamilt& Mchor Ca SSk Cmc. TaWa s Had. CMU F•e. CMU PT Wood Mea ArxNn Type: Y76'EIco UMam VY EkeVbexm Y1B'yxO uldaal Snc Elto Usncm VY Eke Ubectn v4"SS FSC Y1B IXo VY SS S.•Kl Sletl •729xs1 AgyeOmx U1W. AgreM. Sc (OS) scln(C,S) et291ed SaeM(GS AnchorCUP P•tbms z-vr i• 2-11r 3-ile' r z -vs r 2-117r atlr : d.46• 6x 0.32C Ed¢6sr6rce QnX Emeemlett X r 1JId• 13'Y 1$4' 13'Y 2' 1-v4" 1-vx 11/4' t-vY 1-1/4` 1-//x 7 13'8' 13'8' -Ift 2Am"04J-TM1rt O.C.l StadWox048NC3PB'91a4 3Wbe 3001E 4588. ON IN 1644103 270 be 280 IN 3S4IN MIN1174 bs 6618. Ws IN 811. 442 d1 •J6DG7 4 Artews ®26e' M11 O.C. / Si•1d11d prOBx9 Lily CSp $ T40 be 710 be MIN 1485 b6 142410! NA i60 8. N/A ®511. N/A SWIM WA 6520. 805 ba 1121 b 6Arclm@1.71•MML O.C. /91:MW1N lx ae«)dy Fla 4T 66546s 6060 t& 756144 1046 bs WA WA 703818 N/A 78DI06 WA WA NIA 10771E 1927106 1688 IN lArcl.ls®MMI. O.C.f P) 7x5 AlyleC,lp6/018 SY %83106 be 644106 15th4 MIME 1606 b!TMA 544beN!A 760103 746 b6 888 ®n 1882 662 bs D65106 11211066AmMa0TMn. O.C./ 9)215ArgeQgA0(MI76y 1170IN 11788. 1828 Tee 2844 bt 8488E NM 11.0. 112244 Ct27m 7NBt. t0NAA 19W be woo neyAn h—@ 134'MYI.O C I ULI!p, n10 .12Y A6111L 77 NU WA N/A WA WA WA NM WA NUNU � WATJ6Am"006Y 1061 O. C. l U.M•, 11o.125'Alun(M Sy WA WA WA N/A. WA WA NM WA NN WA WA NN WA 21 IN 2 AnxM19 @286'Mrt O. C./FfAp o-lg 0L 37044 970 b6 315 Dd 743E 7;2106 N1A 200 ba WA 34S IN NIA 448 WA 341 t5 mt. 55D IN 3Am— 1.71•Mn.00/�17p(Fq. 101 4a bs 375m 370106 %9 IN NM Nu 3S1IIa WA 90DIt. NIA WA NM 511 IN 6&bs 640m NOTE FORTMEOFF5tI LZir, U5c Inc anmc nn6.n.,n �.., �..,. ..,��•.•...••.••CIRCLED VALUES ARE USED IN THE EXAMPLt UN btitt 1 Z4 - FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • • • FIGURE 6: FIGURE 6: • • • • • • • • • • FIGURE?: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP me(FIGURES S MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DFt.) X /ANCHOR CAP.,,�,,.,,,� = ANCHOR CAP.— MULuoN USE THIS FORMULA TO OBTAIN TI III: 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITK)NAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FZWNS6%J6TIC;IS QN USING T4 TVLES"SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION ME•1-106S. • • • • • • 2) LINEAR INTERPtL TION*ATV EtVU: LRNG•H :ND%OPENING WIDTHS 15 ALLOWABLE 3) MULLION ANIIJULLIOTWIPS SA *N AA NO-PTO%C4Jf FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATl-*CONBFETE SHALI•CONNI)IM TO ACI 361 SPEC151CATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT LL (CMU) SHACONFOFS61 TO ASTIR C -ft. WOOS SHALL EE MESNURC-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM BE 63-T`� A7.117 BL•A MINIMUM OF P!25vmw 9FEEL STUDS TO BEA MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). S 2U�fURA TEEi T(ZBEIT L1ASI.1A- TNI"AN19A3S ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND T ATERJAL p C 3 A�N(CHOV OO Vte MAYBE STEEL, 184 S.S. OR 410 S.S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a i09, N N a UJ X Y X x7 Q N z wo I D_ mp ' z— � o� PRODUCT REVISED as complying with the Mrida Building Code NoA-4@.. 17-0630.01 Expiration Date05/26I2021 By Miam roControl ��`.•'•LIGENSF'•%��' * : N0.58705 �O' s �.. TEE (V: 1" ONAL IE11��• A. L><I H M6 1211 2, P.E. FL P.E.R 56705 IACLC I3A b 6C M 70 M 80 M W M 100 M _ 120 M 110 M �..—.`8DM 50 Reclerpte �WT4^^0. N¢anplea lnpinary. ruc..ge. „Y ,,,a•. ..o,.�..w-. ..�..�... ._-._r- ..� _ _ _ L' 2 X6X.26 Wda• tn•deq LatdnO LoemnO iW t4«�ro LndnO Lee•IW Lotdro Lpdro Loed410 La•dalp l4adly Lowro Lmdnp L6t6t12 ro Alum. Tub Taw'! Tu TH elven«, aci c9 u' � c4 v u ci O o a u Ti�4 � �� = s� �g sg � � t� s� �� s s� 170.0 ;70.0 - 3TMENT FORMULA' (DP—) X OR CAP. ,,o,".4\eANCHOR CAP.— MULLION CAP.:= USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. F ----2000'---i .250' NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES! FIGUREII: FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • • 40ZIWG. SES SVETS3-j FOR GENERAL INSTALLATION METHODS. • • • • t) LIMEA6 IN&R:DLaTION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • S) • •• • MdLLIEN• RJ•D g1ULLION6CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS • • • • • • • • • •t1 -23.414OLES TdIBE SALLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: ANGLE SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • "VIES • COWNEVE BLOCKJJNIT (Ck&J) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED • • • • • • • • • 540) • WELLONABOUTHgRN•INIbWTN AN SG OF 0.55. ALUMINUM SHALL BE 6053-T5 AND BE A MINIMUM OFA 25' • • • • • • • • s USO N TBEO 4'HICIASTEEL STINDSRO •E A•AINIMUM GRADE 33 AND .045 THIO<(1 B GAUGE). STRUCTURAL STEEL TO P)r. • �E LEAST! 125' ?HACK ONM36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2"X 6• X .25• • • • H P�S BEYOI J%1 RE A�rIAL. #10 E 8 #12 ANCHORS INTO WOOD MAY BE STEL, 188 S.S. OR 410 S.S. MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the FWrida Building Coda .OA -No, 17.0630.01 Expiration Data 05/26/2021 '�' �•10ENyF'•. �� * No. 58705 S PATIE; • CV . S' 'A LNP(70 0 N I`4iW3Hf,`P E FL P.E.# 58705 Blbiale 2.7k Co—a AnCe—V• v .•uR• 3.5k Cam. — Mppa1 CMU F#tl CMU PT Mod mew 'u" E'** N!'SS Ebo 918'Bm t/d•6S Em MOSMI i12Ebel i123bd A.W type 3116• Elm ul8sm iM Ekt UMecm UlM. 918' EIC. Ulbap•n 111' Eko UMem �� S.— ta5) �� P5) Susrr (G5; AnehorClp Pa tems t• 2-17 3-118• 1• 2-t11' f^ 2-12 ? SLS 2 0.18' 0.w 0.3w E04p Gb. ML 1' 13/4• 2-tfT 1-3N• 1-314' taln• 2' 1-1IC 1-114• 1.114' t -1N' 1'JI• 1111• 2' 13/6' 1J/6' wMt Emtegeet8n, z Aneha• Mh. O.C. / Slsdak or ORCN CGp ffq. /821:F�78Oft 390 b 130 b 400101 1044 b 270 b 280 b 354 b 710 b 371 Ib 664 IM 946 b 371 IM N2 b 560 b oa ®l.7S 1 MCOOn / 9dn6a4 (o10an0 Cop lFb. 31 760 Re 940 b /78D b 3232 b 510b 5Mb 706 b 1160b 7481he 1272 M e 1602 oy 682 fN 8651b 1120 2240 b C. lrd1!00bWA WA 890b WA 1065Ib WA WA WA 1383 b 1770Iba O.C/ R) 215 MOM C1pt 1(Fa_ 51 7801 660b15M to 1888 b 510WA760 b 718106 680 b t8921b 882 bb11208Anmtm 221012&r" @ 0• Nht O.C. I a) 215 k& am 1(Fltj. 61 1560•e1310 be 3120 be 5762 b 1060 b 1120 b NfA 15101p 1108 b 1760b 9N IN 1363 b IT/G b M a t.Y/R)h5 arok fJlpe /00. 71 21C0IM 1440 b 378011. WA WA 1320 b WA 1500Its WA WA WA 2045 ke 2i IM t10 AMn. (Fip. 81WA WA WA�KIAWA WA WA WA WA WA WA NIA NIA 14300.84• ! Arohaa @ 1 & Min, O C 1 U4GKp, .125 Min. O.C.1 L100. te•.125• AKrn. (Fl0. 01 WA WA WA WA WA WA WA WA .t 380 b 450 b (160 b 260 b 851 b 740 b 374 b 636 b 0181he 311M 4171!.1.71• Nh. O.C/ Fd7p (Fip, 111 500 b 700 to OS b 470 b WA Sig b WA WA WA 882 the 8%Iha 1120 b 3TMENT FORMULA' (DP—) X OR CAP. ,,o,".4\eANCHOR CAP.— MULLION CAP.:= USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. F ----2000'---i .250' NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES! FIGUREII: FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • • • • 40ZIWG. SES SVETS3-j FOR GENERAL INSTALLATION METHODS. • • • • t) LIMEA6 IN&R:DLaTION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • S) • •• • MdLLIEN• RJ•D g1ULLION6CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS • • • • • • • • • •t1 -23.414OLES TdIBE SALLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7: ANGLE SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • • • CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • • "VIES • COWNEVE BLOCKJJNIT (Ck&J) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED • • • • • • • • • 540) • WELLONABOUTHgRN•INIbWTN AN SG OF 0.55. ALUMINUM SHALL BE 6053-T5 AND BE A MINIMUM OFA 25' • • • • • • • • s USO N TBEO 4'HICIASTEEL STINDSRO •E A•AINIMUM GRADE 33 AND .045 THIO<(1 B GAUGE). STRUCTURAL STEEL TO P)r. • �E LEAST! 125' ?HACK ONM36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2"X 6• X .25• • • • H P�S BEYOI J%1 RE A�rIAL. #10 E 8 #12 ANCHORS INTO WOOD MAY BE STEL, 188 S.S. OR 410 S.S. MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the FWrida Building Coda .OA -No, 17.0630.01 Expiration Data 05/26/2021 '�' �•10ENyF'•. �� * No. 58705 S PATIE; • CV . S' 'A LNP(70 0 N I`4iW3Hf,`P E FL P.E.# 58705 FAbLt 14A 50In 90 M 70 M _ 90 M 901. 100 H 120 In _ 140 Rect9l,gVlar 1Y64dniaq ReCf2roL4.LoedinTr•i✓Tn•ng R•al•fplMr crap i,a�. l...• Lr ft Laadry Loro Lobd,p ..----�-- ..Lo•enp 126' 12.17" L-"6'0 L�77 ,LoaoMg Lading LO-11vLoxhG g o•6kg LadNp Ladt67 Lab6B „d1L9tlng Lo•Ok• C .126' Alum Tube Mut �� g� gpY a g 8� �� a� a ll TABLE 14B Anchor Clip P•1bm• { AKMs ®7 Mn. O C.l g,bnnte Anchor C•paelty 7ebM • 2.75 Cmuete 3.7k Cac. HOW'tX.,U FAIrlCW pT Woa7 MRa ARiwt T/Ge 6r1S'Ek0 Y16'Eto Uin,tm I1r Ekounbcm U[raCm 8f16"EtoUNdtm 1�f Eko ln9acm 1/45S Eko 6n6'Eko 1/6'SS Eko •/0S1•a N123ow M2Str11 Apga[911n 1[9zm ApgrGao, SSI9W (M) S[n(W) 9[ ([)8) — ,• ?12' 1410 - 1-trc' WA 7®'M 2 Yb9• 7 Qg 1.S1• 0.32f 1-I/r 1 -Yr T 1-Y9' ty9' bales 7H 1[e 090101 1901106 16S2 bs BS5 b6 t631 ms EOge0bla't! 1 EmOrCnmt 216 A,pk Cpyl / tl — T ?t/7 1• ?t2' 3V8' t' 11lY 13�d' iSJf 1JIr 1S/r z 1-vr 1-W' 750106 1 7M I. we it. I16t➢ IDs 18gG Ahs SIO m 690915 TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPFNMG WIDTHS IS ALLOWABLE FIGURE 1: - 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SURSTRAVJ: CW T S LL CQ(JFOR�1 TQACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED ,iUNCRETF•BI.00K U171(C6IAl� L6�JFM7OF {yS�6�C•90. WOOD SHALL 8E PRESSURE -TREATED YELLOW SOUTHERN ?IWE WI$I#N W C6 0. UM SHALL BE 6063-T5 AND BEA MINIMUM OF .125' THICK STEE! STUDSWO BE•4 MW IMYIM QTtA%F" AND 4W THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' TH(CK ANE)".tAl.L"OH01116 IWO PETAL SPALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL VIA" AN"RS IMO WOIOD•IA1•BI STEEL, 188 S.S. OR 410 S.S. •• ••• • ••• • • •• • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CAP.,•,,,•,,, (_ )X (MULLK)N CAP.,,,,,,,,,,)•ANCHOR CAP.,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REOUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED •e eemplyir,g with the Florida Buildmy Code NOA No. 17-0630.01 lxpir•tlon Date 05/26/2021 MI•m a� ro uo o` 6�i Tro 1t 111rnr, •�'.•'• LICEN,pF' •. C�� * No, 58705 ' �O� ATE �-. �•�� ",,CONAL EN A. LqI5t4MI"R, P.E. FL P.E.# 58705 TABLEI5A _ 1111 11111 I / ` �J�O .•-•• . Anchor CapacItY Table be • -:�1J �� FIGURES SHOW SUGGESTES.4PPROXI'ATE HSLE A710NS No. FIGURE 3: � � PJJ 3.250" 4) SUBSTRATES: CONCRET L N RRI A ISP FRATIONS�HOLLUW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) S NFO O A M G V1ibOiALL BE PRESSURE -TREATED "e"'2.76 • • • • Caeret. 3.5k C.e.. Mullion Capacity Table pbslR (� '•"40RIOP..•'G\�� S .....• • Ho Gtu THE MATERIAL #10 8 2WHOF:"O WOOD MANABP "• • • • • • • e • FEW CMU PT Wod wtd1x76'b. LL"' A. LYIS�JLLER, P.E. • • • • • • • • • • • FL P.E.# 58705 Opening Width (forwrWalk-parsing mUliors) or Opening Height (for horimnleth'spa9ting n619cr19) 1S3 Ebo 918' Deo 1H' 86 Ebe 50M %h 70 In 60h 901. v16' EI.. wren.. 100b 120b 140E 1//'EkoUI9a.o11 im Ib A.97raoar 3.lew (G7) Sr1ee Ian) e01eW (Ci5) Anchor C8p P•bemae iieofn•Mr TWU-V- RsmerWlr TMPriden0. Re0+[noid• TIWTdm0. Re.hnyar 'Fe, 1.170 Rft'wv ar Tmaft V. Re.tan99r Tlepndelg. Rwbng.r TIW/TdW. R.Cfa.Wrr Trop/rMp Recirader Tn•/Olag. l.ad9q 325.30 Int• La.ere, Lowing L oatto leading L.A g Leedn9 Lmdno L. &V Loadr• 17/4• L.edN9 Leaen9 Leedtl9 L.adn9 Loaelq L-drq L.ad.9 1-1/4' 1-114' DEG. AL$G BAY9AULLcTi� i -1/4 1 -fir 2' 1-96' 1-318'2Alwlvs®SNKOC./RIb,17 M9se 6901he 170014 270 ae 280 9a 359 b 740 p 171 Ns 710 m T1,81, x1 9s380to1Aretnra @ 3.S MK O.C. / R)b. 2): 780 Fa 760 na 790 Fe te7o ne 2525 be 540 Bp Se016e WA 11201b 748 BM 000 OM 18hs BB315s 1120Fs8 Ander. 0 2.71' Nin O.C. /R)21rds Cies 1 T -W. 37 112D IM 112D to 958 W is 2254 Ya NIA 840 Ba. 42F 170.0 920 +70.0 435 170.0 7" +70.0 478 i7nD 889 170.0 5% 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 770.0 521 170.0 1460 170,4 627 170.0 1735 770.0 521 U9.t 1740 110.0 621 170.0 Toe 170.0 524 170.0 850 770.0 681 1740 992 170.0 Sao 170.0 1111 170.0 681 170.0 1275 170.0 Sr 170.D 1417 MO Bao 1522ISM +70.0 ado 130.5 1572 +70.0 680 1112 +522 170.0 6d0 Ie In 50.626 I. , 170.0 747 1709 553 170.D e96 170.0 671 I -MO 1048 +70.0 664 170.0 +196 1709 728 170.0 13431170-0 747 1643 1M3 170.0 758 136➢ 7441 170.0 758 117.4 tui 170.0 T'JB lone 1143 170.0 766 S/N 170.0 797 170D 612 170.0 956 770.0 881 170.0 1116 170.0 754 170.0 1275 170.0 603 160.4 I= 170.0 837 1u.3 1157 /70.0 856 120.] 1367 170.0 667 107.1 1763 170.0 661 90.2 1337 170.0 %f BOF 1709 SU 170.0 701 IT& 7063 170-0 797 187.0 7216 170.0 476 140.7 7215 170.0 941 129.9 1216 179.6 956 116.9 1216 1321 iDL 97.4 1278 146.1 913 BSA 1213 146.t 913 711 1218 116.1 913 63F 170.0 930 170.0 715 170.0 1114 170.0 660 150.2 1160 168.8 933 131,4 1150 +53.0 Y.4 116.8 1150 7479 B% 1061 1150 1]12 663 879 1130 1267 871 75.1 1150 1ffi2 e70 63.7 1160 176] 970 66 F 170.0 A4 170.0 788 132.4 1 130.6 1018 146.0 884 +14.3 1016 133.1 660 101.6 +D46 127.! 879 91.4 1048 1 We SW 762 1048 L19-4+11_ 85.3 10e6 1082 616 57.1 1044 1062 814 e 72F 140.6 660 U79 764 117.48 100.6 M 110.6 734 880 669 100.0 772 762 880 9x.0 T7x 70,1 960 d82 703 $6.7 66D 792M] 50.7 W0 765 646 M.0 am 76.4 666 3 76 I. 1197 790 125.1 690 999 6 85.5 790 93.7 663 74.8 790 83.9 652 68.5 790 769 819 516 760 71.7 635 4" 7% 65.1 624 42.5 790 621 619 37.4 7911 61.5 617 750 115.5 657 92.7 44 W4M 79.1 730 632 60.2 760 77.1 621 81.6 750 70.6 612 55A 760 617 605 462 769 39.{ 394 . 750 362 586 ]IA 7710 659 bee 76 b TIA 30060.1 91 67.6 563 6'4.NS 46.1 567 4e9 475 40.1 561 u.4 {66 76.7 563 409 462 50.0 383 36.2 431 25.6 667 33.3 445 225 007 S1d 142 %in 569 u.t 427 77.1 4% 39.9 421 71D 4% 36.1 415 29.7 NOS 332 409 719 [% x9.7 100 212 4% 26.6 394 18.8 4% 25.0 390 %F r41.7 4% 61,1 447 49.5 753 31d 35 >01 369 316 424 485 296 391 81.1 342 25.1 391 ZT.6 337 212 301 24.9 113 Me 391 221 328 17.4 391 19.7 721 14.9 301 17.6111h 109E 181 42.fi 770 39.2 9S 32.0 370 31.0 330 Z7.S ]70 29.6 325 24.0 370 25.3 ]20 2t.4 ]70 229 We 19.2 3M M.2 31160]711 161120 F 317 30.9 289 25.] 717 26.0 2M 21.7 317 22.5 370 190317 19.9 278 189 717 17.0 273IUF 220 17.0 207 TABLE 158 _ 1111 11111 I / ` �J�O .•-•• . Anchor CapacItY Table be • -:�1J �� FIGURES SHOW SUGGESTES.4PPROXI'ATE HSLE A710NS No. FIGURE 3: � � PJJ 3.250" 4) SUBSTRATES: CONCRET L N RRI A ISP FRATIONS�HOLLUW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) S NFO O A M G V1ibOiALL BE PRESSURE -TREATED "e"'2.76 • • • • Caeret. 3.5k C.e.. LEAST .125 THICK AND AX ALL ANCHORS INTO METAL STEEL, 16•AS.S. OR010 S.S. (� '•"40RIOP..•'G\�� S .....• • Ho Gtu THE MATERIAL #10 8 2WHOF:"O WOOD MANABP "• • • • • • • e • FEW CMU PT Wod wtd1x76'b. LL"' A. LYIS�JLLER, P.E. • • • • • • • • • • • FL P.E.# 58705 1S3 Ebo 918' Deo 1H' 86 Ebe 410 Steel A72 BtW 812 Si W Type' v16' EI.. wren.. /N' Eb. U6racmllFacm 916' E;o. Ullrac.a 1//'EkoUI9a.o11 Utr.sM A.97raoar 3.lew (G7) Sr1ee Ian) e01eW (Ci5) Anchor C8p P•bemae 1 2-17? 1' 2-117 3.118" 1- 2.1rr 1' Z7? 3IfS,14/4' lin 91H 17/4• 4 -VC 1�N' 2 1-1/4' 1-114' 1-1/4 1•iN' i -1/4 1 -fir 2' 1-96' 1-318'2Alwlvs®SNKOC./RIb,17 M9se 6901he 170014 270 ae 280 9a 359 b 740 p 171 Ns 710 m 9x8 oN x1 9s380to1Aretnra @ 3.S MK O.C. / R)b. 2): 780 Fa 760 na 790 Fe te7o ne 2525 be 540 Bp Se016e WA 11201b 748 BM 000 OM 18hs BB315s 1120Fs8 Ander. 0 2.71' Nin O.C. /R)21rds Cies 1 T -W. 37 112D IM 112D to 958 W 22451bs 2254 Ya NIA 840 Ba. WA tOS91h NIA 7320 Fs IIIA 1022 XN 1727 h 16600• =ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. a i a U� Z PRODUCT REVISED as eomWith the Norldle BMllding • Npa-Nc. 17-0630.01 Expiration Date 05/26/2021 Miam • ro 9ct ont FIGURE 1: [A FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .125"- 3) MULLION AND MULLION CLIIHWA*4#AREbNOi TO SCALE r&OFW(ACj19MENSIONS, SEE SHEETS 21-23. 616 DRILLED IN THE FIELD FOU1OV*4G4DIMENSX)NA0. RESTRICTIONS SHOWN ON SHEETS 21-23. 9� 1111 11111 I / ` �J�O .•-•• . • • • • HOLES TO BE L(A • • • -:�1J �� FIGURES SHOW SUGGESTES.4PPROXI'ATE HSLE A710NS No. FIGURE 3: � � PJJ 3.250" 4) SUBSTRATES: CONCRET L N RRI A ISP FRATIONS�HOLLUW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) S NFO O A M G V1ibOiALL BE PRESSURE -TREATED T} ,' 58705 -0 _ • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 30' BAY SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION 'J'` Z AOS •. S ATE T : �W ' LEAST .125 THICK AND AX ALL ANCHORS INTO METAL STEEL, 16•AS.S. OR010 S.S. (� '•"40RIOP..•'G\�� S .....• • THE MATERIAL #10 8 2WHOF:"O WOOD MANABP "• • • • • • • e • /A'�y ;Y00 ANGLE CLIP FIGURES 1.3 MUST BE USED IN PAIRS. ( ) • • • • • al • • • • • • • • • • • • • • • LL"' A. LYIS�JLLER, P.E. • • • • • • • • • • • FL P.E.# 58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 169 Mullion C o T•bl# bWe ^ & Op•ninp Width (for ve17ra6yspercirg mt0iom) orOpeninq Height (for roriaorta6/-6parino ffxftm) cf 50h 00 in 10 in III) In 001. 100h 120M 1401n too in R.WW1r nevg p50-A£ Tis-PQr _t.WBda aRrs•�• eo6rgcuralii9 RucW�6r la Oy. Ud9 ag IdUdo Loadw WTA,n$ y. Ri-�la mbier T5r�WT4r60R�mJw�q33 Tu 4aMu pSmdgF adp L� ReclocgSaWTW„8g�. s F326" o•a9 ldq Lod.0 Ladn9 Loe3I_,no dg Lee0 L�Lo"m g A MULL 1 BAYMULL 11 !11 g1 _Tizi APr�Tg1pa7V �R , .T�, u �TYS,t1 �R�R .�T e�[} N.V W 421. 170.0 620 170.0 435 170.01 744 170.0 478 170.0 968 170.0 504 170.0 982 170.0 519 1700 1118 170.0 521 170.0 1240 1700 521 17MO 1468 170.0 521 170.0 1735 170.0 521 150.3 1871 1700 521 0 J N Ieh 170.0 706 170.0 524 110.0 650 170.0 6& 170A 982 170.0 93D 170.0 1157 170.0 681 1700 1275 170.0 877 170.0 1417 170.8 660 185.7 1637 170.0 080 1413 1831 170.0 660 122.6 1037 170.0 BBD 759 110.4 764 170.0 706 VI 5p.825M 770.0 741 1700 56] 770.0 895 170.0 e31 170.0 1016 170.0 984 170.0 1195 1700 12] 170.0 1]45 170.9 747 170.0 1494 170.9 7Y 1{7.1 1552 170.0 750 126.1 1552 170.0 a W Oo 54M 170.0 707 170.0 612 170.0 056 170.0 881 170.0 1118 170.0 754 170.0 1273 170.0 BW 110.0 1434 17(1.9 837 1552 1456 17¢0 858 1243 1454 170.0 801 1108 7155 170.0 eSt 070 1415 170.0 681 2 � M W BOM 170.0 US 170.0 701 170.0 1063 170.0 797 170.0 7210 170.0 678 157.1 1308 170.0 944 179.7 1]00 170.0 9% t2S7 1700 1675 194 104.6 1306 157.1 Bffi 69.8 /3W 157.1 082 78b i7W 157.1 962 � F V � 63h 170.0 030 170.0 745 170.0 1116 170.0 S50 1829 1247 170.0 910 142.5 1247 164.5 067 120.7 1247 1519 985 114.0 1247 IN.3 94 959 1217 1795 936 81.4 1217 1357 975 713 1247 135.7 935 'i d o m 2 ee iI 170.0 974 170.0 780 170.0 1169 170.0 SM 1464 1190 167.7 903 129.9 1100 147.9 945 115.4 1190 1365 900 103.9 1190 125.4 914 560 1180 1145 096 742 11W 118.1 8&7 41_0 1190 116.1 893 vi Z ? .5 72M 1619 7010 169.6 e7T 17{.7 1010 1M.6 859 1154 1070 12/2 412 101.0 1010 114.7 JIM 69.6 1010 105.8 817 80.8- 1010 05.9 607 673 /070 809 796 67.7 1070 67.8 760 50.5 1010 07.7 7tg W 6 6� K <Z J 781. 1]7.4 006 413.6 702 114.5 908 tY0 773 86.1 BOB 107.1 767 65.8 900 962 719 767 906 88.2 736 68.7 906 823 TW 572 ON 74.7 718 49.1 909 712 710 Q9 806 706 705 y Q 727.1 681 1]2.6 751 1059 891 112.5 778 902 661 989 723 79.4 MI 50.5 713 70.8 051 01.0 7P5 63.6 681 78.4 094 63.0 8111 66.7 661 43.1 861 e4.5 els 79.7 561 57.7 872 Z Z Q Q SB.1 846 029 654 51.7 616 58.1 545 46.7 648 509 567 41.4 810 47.0 SW 345 846 413 518 203 60 382 511 2S9 646 36.5 507 c0 to BO In !27 SR 85.4 574 68.9 816 721 564 _ 37.9 388 419 478 34.1 500 36.1 470 264 066 33A 459 24.3 860 30.5 452 213 588 26.7 447 (7 F W i 4 q 10 EO 95F 662 566 70.1 505 58.0 586 58.1 499 16.7 305 519 407 426 588 45.0 161 J 38.9 449 412 399 342 449 35.7 383 29.9 419 71.7 387 20.0 410 Teb 302 231 440 251 377 20.0 449 127 766 11.1 449 209 587 15.0 149 169 358 'o Ili V1 106 h 479 449 48.9 405 44.1 426 46.0 385 38.6 425 37.0 379 31b 425 328 373 273 425 28.1 367 24.5 413 202 382 211 425 24.0 Us 1U 425 20.7 YO 13.8 425 1e.e 1p ® N I. 20.5 313 ITS ]64 167 300 V Q 120h 349 364 75.5 331 29.L- 301 191 328 24A 301 25.9 ]21 Z1.8 364 228 317 144 364 � Q 0 0 I"In 202 251 20.1 233 M.8 253 17.1 230 1Y a' Z '0 y0 TABLE 168 ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 Anchor Capacity Table ow P6'°cMu PT Vlb10 maw(DF„m)X\ (( ANCHOR CAP.,,v�„l �•�` 0ebebele' 27x contrera 354Cane. Ylr Eba v4- 66 Elco •Yw Eke t/4. 83 Eke 010 Slut 612 Steel 012 titer Mchx rytw Y1w Elco uoacm 174- Elw ut- r6bacan 3n6• El.. Utne. 1x• rW Lr -m ApoK;asx Oaeim A9re0aix Sm (GA 84a 0957 5t 1051 MULLION CAP.,,o,ti,/=��OR USE THIS FORMULA TO OBTAIN THE 'ANCHOR PRODUCT REVISED a• Com r with the Flodda BuildingPCode Anchor CAP Patterns 1' 7•tl2' 7 1716' S 0.48' 0.50 0.741 CAPACITY REQUIRED' CORRESPONDING TO AN NO"*. '17-D63D.0� Eepe tialarwe Ink 1' 2I 2-1? 7' &1/Y 3-118' 1• 2-1R• 1-1M' 1-/M 1 -IM- 1-1/4- 1-1M' 1-1H• 7 7 -JIB' 1-YB' iaAaa ACTUAL PRESSURE REQUIREMENT FOR THE Emeedtn4sl 15/4• 1 -Yr 1314• 737a• 7 roc 280 ft. 351 to 7b d 3711ba 720Ibe 946 roe 341 M 442Itx 5601.a OPENING, WHEN R IS LOWER THAN THE MULLION Expintion Date 05/26/2021 Z A6tton 5' wn O.C. ! (2) bts AnpF cep. / (FIO. f3'• 3aa •• AYn O G: R) 7a5 Aaple C9pe / (FA. 2): 780 De NUM 4501M 8901G 1700 •a 270 780 Ax 790 Na 7679 Me 25M m 34a ha 060 it. WA 1120 We 7481 W 850 8a 7892 Re 682160 8B5Ib 1120 e. CAPACITY (FROM THE TABLE) OF THE SELECTED / 4 Arctam 4$ JS 0 Anc1psD 271'69n. O.G; 2JSA�e Cups /(F10. ]): 1110Ow 11MM 950•a 1 2246 be 225416a NM BIO Ox WA 10590r WA tJ200a WA 10221b4 1327Id 186091e CAPACITY WHICH MY YIELDE USEDMULLION. IT WIL TOTO QNIMUM UALIFY Miam ■r oGtCOntfOT- ADOITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 2: 3) MULLION AND MULLION CLIWI-IQ 4REI 40fjTO SCALE. (Z4 LIIEN ONS, SEE SHEETS 21-23. HOLES TO BE DRILLED WN TW FIELD FOLYO'AYNG OIMWSIQNA�R TRjr•TIQNS SHOWN ON SHEETS 21-23. .125QBAY �71t Ny LYNN ;� .`JSo. • """' • • 7I1/ (� • • • • FIGURES SHOW SUGGESTES, APPRDXINMTE Hili LODATiDN% • • �' •'' 1,7CENSF •' • •• • • • Y ••• • �'• ••� 4) SUBSTRATES: CONCRET SJjiIALL CON'ORISI TOAC160148PELF1•ATIONS•HOLLOW AND GROUT -FILLED C�IFORAI t0 AS11M C•90. WOOMPALL BE PRESSURE -TREATED * : No. 58705 FIGURE 3: CONCRETE BLOCK UNIT (CMUTSHALL YELLOW SOUTHERN PINE WITH AN SG OF 0.58. ALUMINUM SHALL BE 608375ANDBEAMINIMUM OF.125THICK. STEELSTUDS TO BEAMINIMUM GRADE 33 AND.045 THICK (18 GAUGE). STRUCTURAL STEELTOBEAT AND 936. ALL ANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THFir_ADS BEYOND •LEAST.125'THICK TATE THE MATERIAL, #10 d 9121KNCH"44TO WOOD MAY40G%TEEL, OR 410 S.S. "'��[[[ % �s'•.;c<ORtop, •' �C�� • • • • • • • • • i77tS' �NqqL E ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. • • • • • • • • • • • 6 7 A. LYNN 1Ml4LPEfi. P.E. • • • • • • • • • • • FL P.E.# 58705 • Is • • •It ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 125' 2.000' 126" f 1"X 2' X .125' MULLION 6063 -TB ALUM. XSECTION II STANDARD CUP 2,000. PGT Part # SMI. Clip 01(aet Gip 8063 -TB ALUM. XSECTION Anglo Clip -3.125-"-"1 F W. SEE _CREATEREATE FLL .125' .375 MIN. 666511 M r DETAIL F, SHEET4 _ STANDARD CLIP 6063.76 ALUM. ZTEROF ANCHORHOLE MUST UE TOPMEW HIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116". I I I I I i OFFSET CLIP 6063-T6 ALUM. TOPVIEW .375' MIN. T B 1.000' �-- a375* 25" 2.750' 1' X 2.75 X .375 MtJLUON 0063 -TB ALUM. XSECTION {- V.125- 2.125 U�LIP I eW3-T8 ALUM. X -SECTION .740" h E .338'MIN. A U -CLIP 6063 -TB ALUM. TOPVIEW Z1..TTER.0-F ANCHOR LE MST LIE I MIN FHE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMFTE.R + 1M6'. TABLE B 1-X2.75"X.650' MULLION 6063-T6 ALUM. XSECTION 2X5 ANGLE CLIP 0063-T6 ALUM. 2A� XSECTION .125' 243 I�---- 5.000' I .376" MIN. }2X5 ANGLE CLIP L Boe+.Ta ALUM. TOPMEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SCE SI IEETS 6-18 FORTHE ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1M6'. Mull Dimension (sheet#) 5.500' PGT Part # SMI. Clip 01(aet Gip CTO -375" Anglo Clip -3.125-"-"1 F W. SEE _CREATEREATE FLL M. CN .375 MIN. 666511 M r DETAIL F, SHEET4 6861106 668114M 6661119M I i I I JJJ 66607 666115M M1120M OM45M 6M13M _ STANDARD CLIP 6063.76 ALUM. ZTEROF ANCHORHOLE MUST UE TOPMEW HIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116". I I I I I i OFFSET CLIP 6063-T6 ALUM. TOPVIEW .375' MIN. T B 1.000' �-- a375* 25" 2.750' 1' X 2.75 X .375 MtJLUON 0063 -TB ALUM. XSECTION {- V.125- 2.125 U�LIP I eW3-T8 ALUM. X -SECTION .740" h E .338'MIN. A U -CLIP 6063 -TB ALUM. TOPVIEW Z1..TTER.0-F ANCHOR LE MST LIE I MIN FHE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMFTE.R + 1M6'. TABLE B 1-X2.75"X.650' MULLION 6063-T6 ALUM. XSECTION 2X5 ANGLE CLIP 0063-T6 ALUM. 2A� XSECTION .125' 243 I�---- 5.000' I .376" MIN. }2X5 ANGLE CLIP L Boe+.Ta ALUM. TOPMEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SCE SI IEETS 6-18 FORTHE ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1M6'. Mull Dimension (sheet#) Mullion PGT Part # SMI. Clip 01(aet Gip U -Clip Anglo Clip 1" X 2" X.125' (5) 6605 666113M 6661118M 666243M 666511 M 1" X7' X.375" (6) 6861106 668114M 6661119M 668244M 668512M 1" X2.75" X.375" (7) 66607 666115M M1120M OM45M 6M13M 1" X2.76- X .650" (8) 66608 666116M 6661121M 666246M 14M14M 41' Y40.136" Y•506' A 6861116M 6661114M 656242M 666515M eiQ5"A3. ( M 6661117M 6661113M 666241M 6M516M •1g26' 1' ^ ( ) If I N/A N/A NIA t168517M NOTES: 1) HOLES T(IFSE %li jE•D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SITS 59,=2 8 18 F06 SIPGESJE!0,A•P�P�RSYXI T : � I-8 ANCHOR O.C. DISTANCE. 3) SEE SIETf 2.4 �fi GFNEP.L IYS4LAj - ME7HM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• 0 0 TABLE A r<1.266'-1 2.11 S" t , 125 .900" T 1.26" X 2.11" X .125' MULLXJN 6063-T6 A_UM. XSECTION Dimension Value On) For Mullion; A 1.625 1" X2^ X.125" Aluminum Tube Mul ion B 2.854 C 0.895 D 0.740 A 1.125 1° XZ i ' Alunum rNntim Tube Mullion B 2404 C 0.635 D 0.490 A 1.875 V X 275"` X 375 Alumin Tube Mulnon B 3.000 C 0.757 D 1.118 A 1.312 VX2.75"X .650' Aluminum Tube Muflion B 3.000 C 0.476 D 0.838 A 2.000 1" X 3.125' X ,500' Alum Tube Muff B 2837 C 0.853 D 1.137 A 2.826 1.25" X Alum X.285" Alum Tube Mu0 B 3.282 C 0.862 D 1.762 A 1.813 1.26' X2.11' .121' Alum Tube Mull PRODUCT REVISED as eom n with the Florida •uiiding e NOA-No. 17-0630.01 Expiration Date 05/26/2021 ey � Mlaml- Product Co�Rna `��•�a�)yY LYNN'. �". •'• KENS � �! * No. 511705 133 G g Z. i '• ORIDP.•' • N G1\1 FL P. 8705 1.2TX32S'X.100' 115"X325'X.624' MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X -SECTION XSECTION I 1 .12S -30 t- 3.250"45' E 30' BAY MULLION BOE 8053 -TB ALUM. I X X -SECTION 225"J �-,951"-4 1' X 4' X.375" T"-MULUON 5083-T6 ALUM. XSECTION 1.25(' 3.94' .100 _I ---I .820" F-- 1.25' X 3.94' X .524' MULLION 8005-T5 ALUM. XSECTION Y -t .226' 74C I .125 STANDARD CLIP oaE 063 -TO ALUK 2.000' 8083-T6 ALUM I 2.125" _ 2.�. 2. ANGLE CLIP X -SECTION I 8083-TBALUM. I 8X-SEECTION .125 cV .125' X -SECTION L S14U 125 O t 5.500' CDT HERE TO --_ .375' .375 3'125 y _ CREATE FLLIP, SEE MM. I DETALF.SHEET4 i I 1 I i I 1 I I I I I t I I I I I I I I I I I} I I I I I I F 1 I I I I I 1 1 I I 1 1 I I I 1 I I I i I T Y STANDARD CLIP CENTER OF ANCHOR HOLE MUST LE 8063'78 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10.17 FOR THE ANCHOR O.C. --- DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116% 5.500' .375" MIN. I I I I I I I I I 1 I I I I I I I 2.250' I 1 I I I I ] 1 I H I 1 1 ( I 1 I 1 I I • .725' • BOv-TBfLUM. • • ••.• �*p • 6OPwEM/• • NOTES: t 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ONEN ON THIS SHEET. •• ••• • ••• • • 2) SEE SHEETS 10, 11, 13-15. 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. • : : : • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.• • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE ANCHOR O.G. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/18'. Dimension Veale (In)j For Mullion: .375' 87 137737 CENTER OF 1.000 ANCHOR HOLE I MUSTUEWITHIN 3.ODO THE DASHED F BOUNDARY. SEE F SHEETS 10.17 0.757 FOR THE H 2430 ANCHOR G.G. 1 3000 DISTANCE F MAXIMUM I ANCHOR HOLE 0.760 DIAMETER: H 1.500 ANCHOR I 3.250 DIAMETER + 1116'. U -CLS' 6063-T8 ALUM. TOPVIEW TAR] F C Dimension Veale (In)j For Mullion: 1.938 87 137737 G 1.000 .125" Almlimen H 2680 I 3.ODO Tube Mullion F 3.187 1"X4"X G 0.757 .375 Al mharn H 2430 I 1 3000 Tube & T F 2250 125X326' G 0.760 X.100' Alumimm H 1.500 I I 3.250 Tube MUNI - 5.000 1 MIN. MIN. r__-_-____-_____-_-___1 I 1 1 I I I I i I I I I I I I I I I I I I I TAR] F 1` r'.OtJT Dhnension Value On)For Mullion: F 1.938 1.25" X3.25- 3.250.800 59364 9661I1M W51 122M OW241M 0.600 X.824' H 1438Almirvnn 1" X 4 X.374 T (11) 68653 080112M 9661123M 698242M ON519M 1.25' X3.25' X.100' (13) 20160/20312 8881127M 801124M SM2410M 6685718M 1.25' X3.25' X.024' (14) 20181=15 0681128M 5661125M W62411M 66&1116M 1 3.250 lube Mullion F 2625 1.25' X 3.94` 0 1.125 X.624` H 1.800 Alminum 1 3.250 Tube Mullion F 2.813 3D' B Mull F 2.875 45' Bay Mull 2X5 ANGLE CLIP EVA 608376 ALUM. - �0=m0-' TCPVIEW m �''u A� PRODUCT REVISED as eompiyiny M1A the Florida Building Coda NOA-No. 17-0630.01 Expiration Date 05/2612021 BYO mann a • educt Control Mull Dhnenslon (mete) POT PartA Mullion Std. Clip OOeat Clip U -Clip lAncleClip i" X4' X.126' (10) 59364 9661I1M W51 122M OW241M Sa851BM 1" X4" X.375' (11) 68610 ONI12M eW123M 686242M a88519M 1" X 4 X.374 T (11) 68653 080112M 9661123M 698242M ON519M 1.25' X3.25' X.100' (13) 20160/20312 8881127M 801124M SM2410M 6685718M 1.25' X3.25' X.024' (14) 20181=15 0681128M 5661125M W62411M 66&1116M 4.24 XS9d' X.624' (15) 20162 6881117M 8M1128M 668241M a885i7M 30 Deprce (79) 88649 WA WA WA 6886110M 45 DeOlee(20) 88650 WA NIA WA iWil1M rc ui 'will w Nv rri z tc13 * : NO. 58705 n 'Q L31S H �ALI I I nS t\O O A. LYNN MILLER, P.E. v FL P.E.# 58705 TABLE E Mull Dimension PGT Part• (sheet*) MUlllon Std. Clip UAlp Anglo Clip -'1 x•125" 66602 1 666261M I 666271M 6865112M 2"X6'X.25"(17) 68804 868262M fi6GL72M 6865113M STANDARD CDP 6063-76 ALUM. 2.Ow X -SECTION NOTES: 125, 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1.490" 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS _ a.e00•—-; 2.000' 4.000' .250' - 2'X4"X2S MULLION 6063-76 ALUM. XSECTION .250'-1 r -2000"—"I � •��g8 --� �--.125 U•CLIP 2X5 ANGLE CIDP b 8063-T8 ALUM. 6063 -TS ALUM. Y 2.125"IJT XSECTION 2.000" XSECTIGN A .125' .125"1-91 r y CUT HERE TO 3.500" CREATE FUIP, .375" _ SEE DETAIL F. .MIS .375" MIN. r SHEET4 MIN. I I I I I 3.438" rC + 3.438" � 3.438' I I I I I I I STANDARD CLIP U -CUP, 8063 -TB ALUM. CENTER OF ANCHOR HOLE MUST LIE 6063 -TB ALUM. /SrOOR 2' X 4" MULLION SHFFT 16 WfTHiN THE DASHED BOUNDARY. SEE 7�NEW TnD 'P SHEETS 16-17 FOR THE ANCHOR O.C. -DISTANCE. MAXIM:IM ANCHOR HOLE DIAMETER ANCHOR DIAMETER +IMS. .375" _ 1 MN. I I I f I I I I I 1 I 1 1 I I 2" X 6" X 26" 1 MULLION 6083-T6 ALUM. X -SECTION 1 t I CUT HERE TO CREATE F—_—UP. SEE DETAIL F, CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BW WARY. SEE SHEETS 1617 FOR THE ANCHOR O.C. D6TANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1/16-. 375' \ MIN. 4.685' rt. •• ••• STANDARD CLIP' — 0063-T6 ALUM • TOP VIEW • • • 375' 5.438" • ••• • 4OUP • • • • • 60`3-TrjALUN. • • • USEIFoVh2" A 6" tMJI JON. SHEET 17 • • • • • • • 1OFVEW ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5.000' _ 37S MIN. T___ ____________T I I I I I I I I I I I I I .376 I MN. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063 -TB ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1/18'. ^.375' MN. 2X5 ANGLE CUP 8883.78 ALUM. TOPVIEW PRODUCT REVISED as rnmpl ing with the Florida bufidinp Codi NGA-No. 17-0630.01 Expiration Date 5/26/2021 i By , Mian • Product control .,III III If,, LICEN.. ..if ` NO. 58706 .375" MIN. 7 NAL EN A. LY7jVF'1 �)IILII�R P.E. FL P.E.* 56705 EXAMPLE 1: SINGLE VERTICAL MULLION T2" MULLION LENGTH NO ANCHORS N HEAD SEE SEE FENESTRATION j SHEETS 2J DETAILS, PRODUM- I SHEETS APPROVAL i 2.3 4 s1113=Ts I 2a Ln .. �( &0FOR OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. j.— U Z 44 NYPE, L_� ANGLE CLIPS (4) O Code BOA-No. 17.0630.01 OA-N ISTANCE CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE- _NOANCHORSINWIN(�SLl I —�j 37 {_ t 3r MULE VA TH EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, NULL N9OfFF-jt SHEETS 23 _ SEE SEE VULLION ` LENGTH S DPENWG HEIGHT FOR HOR17. MULLION tt I'—SEE IT' DETAILS. DETAIL E. j SHEETS 2J SHEETD LL I THE COLUMN USING RECTANGULAR LOADING MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. SEE i DETuIs, FROM TABLE 4A, SHEET 8. THE 1' X 2.75" X .650" MULLION (LENGTH - M', OPENING WIDTH - 70') HAS DESIGN PRESSURE OF +-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE s1113=Ts I 2a �34'. NORIZ. 3S', MORIZ. MULLLENOTH NMLLU:NG7H� OPENING VADTH FOR VER"CAL MULL THE BUILDING SUBSTRATE IS KNOWN TU BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4•. THE OPENING REQUIRES A DESIGN PRESSURE OF -60.01-60.0 PSF. DESIGN PRESSURE OF+50.0A55.D PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MU WON IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH 6 32"`32+1"-6S. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED *60,01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE FOR THE VERTICAL MULLION: A g DESIGN PRESSURE OF FROM TABLE 3AL SHEET 7, THE 1"X2.75' X.376' MULLION (LENGTH = 72", OPENING WIDTH = 701 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +58.3 PSF AND WOULD a Z ' {j O i THE COLUMN USING RECTANGULAR LOADING MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 3A, SHEET 7, THE 1"X 2.75'X.375" MULLION (LENGTH - 108', OPENING WIDTH = ST) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/15.1 PSF R o= FROM TABLE 4A, SHEET 8. THE 1' X 2.75" X .650" MULLION (LENGTH - M', OPENING WIDTH - 70') HAS DESIGN PRESSURE OF +-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE X Qco »<'CCC FROM TABLE 12A, SHEET 16, THE 2" X 4' X.250' MULLION (LENGTH =108', OPENING WIDTH = 80') RASA DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTSd WC Z U) f Ln .. �( &0FOR OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4) #12 ANCHORS AND THE 2X5 WITH #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, TF:E STANDARD CLIP IS EASIER TO INSTALL. U Z 44 NYPE, E U N ANGLE CLIPS (4) O Code BOA-No. 17.0630.01 OA-N ISTANCE CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE- 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQURES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE USINGTHE STANDARD CLIP WITH (6) 3/16^ ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Expiration Date 0526/2021 THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FOR THE HORIZONTAL MULLIONS: w Miam e•P"roaue�oTr E is IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS -1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, W o THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: USED. FROM TABLE 12A, SHEET 16, THE 2"X 4"X.250- MULLION (fa LENGTH - 42", OPENING HEIGHT= 1201 HAS A DESIGN PRESSURE OF+,' -170.0 PSF WHICH EXCEEDS THE co REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. ~ L7 Z WIDE. IF THE MULLION CLIP WERE TO BE CFNTFREO WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (60 PSF) X 836 LBS � =524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) 7 w { I I I I I I ANCHOR CAPACITY OF 521 LBS •. ••• • • • • . •• 72 7 PSF 4) FOR THE U -CUP IN THE HWZONTAL MIjLLIO*V: VE tTItL eN,LSE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 128 FOR THE U -CUP SHOWS THE ANCHOR CAPACITY IS 1074 L13S WHEN WING 3 AW WORW, V*I IS R AN 0 EREFORE SUITABLE,. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE s ANCHOR TYPE IS A 012 STEEL .CREW.• 0 • • • • • • • THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRRE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-318'. THE OPENING REQUIRES AU DESIGN PRESSURE OF+50.0A55.D PSF. J ' — Q 1 FOR THE VERTICAL MULLION: j a < 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENOW. IS 32-+77+1'=106' AND THE OPENING WIDTH IS 36'+38'+1' -73". REFERENCING SHEET 25, SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2518" AND WILL a Z ' {j O i THE COLUMN USING RECTANGULAR LOADING MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. d y J FROM TABLE 3A, SHEET 7, THE 1"X 2.75'X.375" MULLION (LENGTH - 108', OPENING WIDTH = ST) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/15.1 PSF W 0. AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.~ X Qco »<'CCC FROM TABLE 12A, SHEET 16, THE 2" X 4' X.250' MULLION (LENGTH =108', OPENING WIDTH = 80') RASA DESIGN PRESSURE OF +/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTSd WC Z U) f THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. .. �( &0FOR BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36'+2=74", NOT 73" AS PREVIOUSLY &� - ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED THE 73' DIMENSION (3512'+351/'Y+2"-731. as ee IM with th• Floi ldo No 2) USE TABLE 126 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE pOlI2E0 Code BOA-No. 17.0630.01 OA-N ISTANCE CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE- USINGTHE STANDARD CLIP WITH (6) 3/16^ ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND Expiration Date 0526/2021 THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. By FOR THE HORIZONTAL MULLIONS: w Miam e•P"roaue�oTr BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250- MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32"+72"+2"=106. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE (� USED. FROM TABLE 12A, SHEET 16, THE 2"X 4"X.250- MULLION (fa LENGTH - 42", OPENING HEIGHT= 1201 HAS A DESIGN PRESSURE OF+,' -170.0 PSF WHICH EXCEEDS THE M REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE W L7 Z WIDE. IF THE MULLION CLIP WERE TO BE CFNTFREO WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) WIT ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED w { I I I I I I ANCHOR CAPACITY OF 521 LBS •. ••• • • • • . •• Y lYN >ON.......A, 4) FOR THE U -CUP IN THE HWZONTAL MIjLLIO*V: VE tTItL eN,LSE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 128 FOR THE U -CUP SHOWS THE ANCHOR CAPACITY IS 1074 L13S WHEN WING 3 AW WORW, V*I IS R AN 0 EREFORE SUITABLE,. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE 3 : ' L{CEN$I, '• � i i ' ANCHOR TYPE IS A 012 STEEL .CREW.• 0 • • • • • • • a * : NO. 58705- t' FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESS•• U?tE IS: • • • • • -0 /; +1-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36' HORIZONTAL MULUON ATTACHING TO CMU; • . %�O •' S +I-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUWON (INTERSECTION). -44. Psr WOULD "LUV TO ALL O`THE ML6UONS. ATE 0 .(� '•. <(/� i Fs '•��ORtOP. • •'G\?� THE LOWEST DESIGN PRESSUO It AND • • • • • ION VERIFY THE DESIGN PRESSU� THE FPENESTRARONPROCIVA USECN9TW T4 41LION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLS OR FENESTRATION rc �iS10NAL PRODUCTS. WILL APPLY TO T jE ERASS&B FAAESIGN PRESS•RE RWQUIWES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN QrTlvl 5 A. L(lllAr r �R, P.E. ACCORDANCE W TH THE INSTAIi.ATIONIS CIFICA�rIS iNI`LOb CSPECTI = SUIBST4MAT•S AND FENESTRATION PRODUCTS TO MULLION. O FL P.E.# 587D5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION EXAMPLES OF TRAPEZOIDAIJ RKNGULAR LOADING. r� it 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS IIS • MAN • • ••a • • RERESENTATIONS OF TYPICAL LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION EXAMPLES OF TRAPEZOIDAIJ RKNGULAR LOADING. r� it 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS IIS • • • • ••a it 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS IIS • • • • ••a • • RERESENTATIONS OF TYPICAL LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS IIS I 1 PW PW 1 1 I I PN / PW PW I • •� • • • _ •• / LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j •• •aaj • • • • • LOADIRIG OF�StTI.14L • • • • • • • LLION a • • • • ••• • • • • ••a • • RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. I CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM I 1 PW PW 1 1 I I PN / PW PW I • •� • • • _ •• / LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j •• •aaj • • • • • LOADIRIG OF�StTI.14L • • • • • • • LLION a • • • • ••• • • • • ••a • • RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PW LOADING OF VERTICAL MULLION a N U�8 PW � o LU ? Q Y 0 a 3 2 a ° o Ir a. s �o SRIDH 0 a� o I E 4 PRODUCT REVISED as eomplYl with the Florida BuOdlnp Cod• / NOA-No. 17-0630.01 Expiration Date 05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: BY__. __ Mia _ �e maiic C4. To 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT DETERMINED. USE �� `` LLl I, ;� .• ""•• M PWBE RECTANGULAR LOADING.17/ � ��••F '•.`1�� 3) SEE PRODUCTS'APPROVAL FOR ACTUAL ANCHOR LOCATIONS. NO. 5870$ =_ •= �' SOON ., E LOADING OF HORIZONTAL , A� ^fNN`�� .E. , P8705 MULLION __- FL P.E.# 5 587 MIAMI•QWJAU DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv XGI Windows & Doors, Inc. •10100 N. W. 25' Street f Miami, Fl. 33172' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corporation, dated M7d3/.13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade 4opx-Produot.*Gontrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dadg Lo.%nty Piooliet fontrgl, ; Section. ...... SSILE IMPACT RATING: Large and Small Missile Impact .... 0..:0 .. ..... Limitations: • 1. See Desi Pressure ratings single and double doors in sheet 2 single sidelite in sheet 3 � � 11 poor mu41 � in Design g g g �P .� �4� � ...... sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire.V,%Wbly. 0 • 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. . ' ' .....' . . . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, City, tate an; series and ;.., 0; following statement: "Miami -Dade County Product Control Approved", 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. TERIVIINATION 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 and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018' Page 1 I CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9. 1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S -I only) 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, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 0000 3) Cyclic Wind Pressure Loading per FBC, TAS 203; 94 . • • • • • • Along with manufacturer's parts and section drawing marked -up drawings oteluIrrinum skialites, • • • • • • . • issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) 01aed 04/1672®15, • • • • • signed and sealed by Ramesh Patel, P.E • •' • • • .... . .. C. CALCULATIONS ..... .... ... 1. Anchor verification calculations and structural analysis, complying WAC -AC -20140'1' • • • • • • Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 0519tV nd last r8vised on •, . . . . AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. • • • • • • ...... 2. Glazing complies w/ ASTMS -1300-02, -04 and -2009. •.. • .. ; • • • •; D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises 413-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & 912-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • .... • �, , 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • •' 5) Cyclic Wind Pressure Loading per FBC, TAS 203'-W. • • • • • • • • • • Along with manufacturers parts and section drawing marked -up drawings o aluminum ouf w/ ...... 0 o 0 0 sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 1 7f4 ed 0 % 9, , signed and sealed by Idalmis Ortega, P.E. ...... .... .... ..... .. .. .... ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying vyith the 6tt 646n (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed a%-1 Sedled by Javad ; • • • •; Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Prodmet Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "TrosifolO Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6" Edition (201.7) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. • •••• • •• ••••• • •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIFS SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITE APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (61H EDMON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL ANN. GLASS 075- Safiex CP WithPET Core By 'Eastman Chemical Co.' .090- SaOex pear And Cob, Gloaa By 'Sostman Chemical Co .090- SarbyGlas By Kumroy America. Inc.' i 090' Trasifal PVB By 'Kuroray America, Inc.' ANN. GLASS SILICONE DOWSIL 995 DOWSIL 599 e N 36 I 1 I I i 53 AT 1/4 POINTS GLASS TYPE 'A' 7/16. OVERALL LA"_ GLASS GLAZING OPTIONS • USE CKWTS 65 WUJWS. • • • • DETER ; Mo. W': I. •EWLAEN• BASED 410N W1NUVEL%CTI'IR BL•G. •EIGIN, WIND ZON9P • • USING• PPLIGABt,91ASCE V STANDARk • • STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. STEP- j I SIDa ITE PANEL (V CA ACf1Y SEE SHEET 3. GfFP 4 FOR SIDEUIE•COA�INATPON07H DOW • • • 'Iil'_WE MULUON•0CAP*CRYY QKART ON SWEET•t. • • SFER tis T"OWEST jp 2 RAM G FROM S�E:S 4 3 � • AND 4 SHALLAJPiY Tb IRE SYSJE.t. • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 3/16- HEAT SIREMD CLASS 1 075- Safi- CP With PET Cone BY 'EOafman Chemical Co.' .090- Safkx Clear And Color Clan ` �INfERUYERS By 'Eastman Chemical Co.' 1 .090- SentryClas j By Kuroray America, Inc.' IL .090- Troaifol PVB By 'Kuraroy America, inc,' f 3/15' HEAT STREN'D GLASS 1 SILICONE OOWSIL 995 rDOWSIL 899 I GE -1200 38 ,1 I i K / i 53 AT 1/4 POINTS GLASS TYPE 'B' 7/16. OVERALL IAM. GLASS PRODUCT REVISED ae complyln9 with the Florida BUllding CCoodde NOA-No. 17-1226.05 ExpirationDatte 08108/2023 Dy � Miarnf4�e Product Control DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. (SHUTTERS ARE NOT REQUIRED. 4,v FES 1 5 `' •'' JCENSF'„ \ a 2018 \ - i STA CF �61j� (ddr�ing oo.. %�sr:• » ''�. W1� 3-01 3/16- TEMPERED GLASS r -3/e- AIR SPACE \ 3/16" ANNEALED GLASS .090" Interlayer SSooil- Gear And Color Gloss E�y'Eastman Chemical Co.' t 1 1 x3/16" HEAT STREN'D GLASS 1 DOWSIL 995 , i-DGWSIL 899 GE -1200 _7/ Z 12 ry�� XL EDGE SPACER I I I ST.STEEL BY OR 'GARDtNAL' P 1 DUORRASEAL. BY 'OUANEY SUPER SPACER BY 'OUANEX' OR I� KODISPACE 4SG TPS BY 'KOMMERLING' 33 AT 1/4 POINTS -CLASS TYPE 'C1' 1" OVERALL INSUL LAM. GLASS 3/16- TEMPERED GLASS r 3/8- AIR SPACE 3/16' ANNEALED GLA55 075' Interlayer Soft.. CP With PET Core By •Eastman Chemicol Co.' \, 1 x3/16- HEAT STREN'D GLASS 1 1 IJ DOWSIL 999 _(f GE -1200 Z 38 \ \ n XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR RASEAL B1' 'OUANEX' OR / SUPER SPACER BY 'OUANEX' \ / OR KODISPACE 4SG TPS BY 'KOMMERLINC 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS .. ... .. . . . .. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 3/16' TEMPERED GLASS `-3/8' NR SPACE L+ 3/16- ANNEALED GLASS 090' SenhyGloe 1,1 FINTERLAYERS� By Kuraray America, Ina.' j� .090- Troeifol PV8 *53 By Kuoray Americo, Ina.' HEAT STREN'D GLASS SILICONE DOWSIL995CE-12899 GE -1200 EDGE SPACER STT. STEEL BY-ORRASEAL BY OUAREXSUPER SPACER BY 'OUANEX' ORKODISPACE 4SG TPS BY 'KOMMERLING' POINTS GLASS TYPE 'C9' 1' OVERALL INSUL LAM. GLASS 4.� �� mm O q r W � K rD; OGavp V$gg 0f S 0 -Zoa tai z y awm d PRODUCT REVISED as comp)ylrrg with the Florida �+ al BMIWIng Coda NOA-No. 17-1226.05 u � I see *00 Mla odaat Control C e m o - ,,till Ilii,,,/ .. AN, FEB 2 51018 • • •• • • • • s • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 3/16' TEMPERED GLASS `-3/8' NR SPACE L+ 3/16- ANNEALED GLASS 090' SenhyGloe 1,1 FINTERLAYERS� By Kuraray America, Ina.' j� .090- Troeifol PV8 *53 By Kuoray Americo, Ina.' HEAT STREN'D GLASS SILICONE DOWSIL995CE-12899 GE -1200 EDGE SPACER STT. STEEL BY-ORRASEAL BY OUAREXSUPER SPACER BY 'OUANEX' ORKODISPACE 4SG TPS BY 'KOMMERLING' POINTS GLASS TYPE 'C9' 1' OVERALL INSUL LAM. GLASS 4.� �� mm O q r W � K rD; OGavp V$gg 0f S 0 -Zoa tai z y awm d PRODUCT REVISED as comp)ylrrg with the Florida �+ al BMIWIng Coda NOA-No. 17-1226.05 u � I Expiratlon Date 08/0812023 Mla odaat Control C e m o - ,,till Ilii,,,/ .. AN, FEB 2 51018 =I --Na 7002 ? Y} = 9 L a a �\ OFdras � � ing no. �,_sr,. •.... k---, W13-01 42' 2 ANCHORS 81 1/2' DOOR FRAME WIDTH TYPEA, B' OR 'C DOOR FRAME WIDTH AT STILE ENDS6" MAX SEE CHART FOR QUANTITY 6' MAX. 3" MEAD/SILL 37 ..q 6----. 3" HP1GES � HEAD/SILL EI � SEE BELOW SEE NOTE \ BELOW �� BELOW �mZ v � D m=g ACTIVE - 28 1/4' U D.L. OPG. �2 ANCHORS TYPE 'B' AT STILE ENDS 1 ' � \ r -_-� B , W pLl o 28 1/4' I 28 1/4- I D.L. OPG. D.L OPG. VTYPEC ' I e SURFACE APPLIED 'B' FALSE MUNTINS u MAY BE USED TYPICAL ELEVATION ( XX ) e 11 / n 1 II 7- yl A C ' Yr-- FLU BOLT C � / II e SEE IS4ET 11 _ / �I 1 W _ 4 0 \ II W tY _ f SEE SHEET 10 in � ai _ II \ I. \ u q n n q II �mZ v � D m=g ACTIVE - 28 1/4' U D.L. OPG. �2 ANCHORS TYPE 'B' AT STILE ENDS TYPICAL ELEVATION (X ) 1 �O012 ONIONS 1 ' � \ r -_-� B , W pLl o 28 1/4' I 28 1/4- I D.L. OPG. D.L OPG. VTYPEC ' I e SURFACE APPLIED 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( XX ) e 11 ' Yr-- FLU BOLT C / e SEE IS4ET 11 _ / \ _ 4 0 3 POINT LOCK W tY _ � SEE SHEET 10 II II /: II \ 1 ^I I; \\ N e I NAc AcrnE TYPICAL ELEVATION (X ) 1 �O012 ONIONS SINGLE (Y) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSP _ GLASS TYPES 'A', 'B', 'C1', 'C2' h 'C3' FRAME LEAF THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS WIDTH (X) WIDTH (XX) HEIGHT WIDTH STD. ADA 9CN • W •BUv XL K 37-1/4' 72" 96' 35 80.0 7D.0 80.0 BO.S •80N • BOO 8W 80.0 42' 81-1/2' 96- 1 39-3/4' 1 80.0 1 70.0 198.0 0 7 - . • . • NOTE: •• ••• •• • • • ••• VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST By LOCK SETS_ Sc" a SCHLAGE CC - COPPER CREEK BLD - BALDWIN HEAD ANCHORS OUANTITY AT STILE ENDS 1 ' � \ r -_-� B , W pLl o 28 1/4' I 28 1/4- e1 D.L. OPG. D.L OPG. VTYPEC 6 6 6 4 ANHORS SURFACE APPLIED 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( XX ) SINGLE (Y) OR DOUBLE (XX) DOORS LOAD CAPACITY - t PSP _ GLASS TYPES 'A', 'B', 'C1', 'C2' h 'C3' FRAME LEAF THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS WIDTH (X) WIDTH (XX) HEIGHT WIDTH STD. ADA 9CN • W •BUv XL K 37-1/4' 72" 96' 35 80.0 7D.0 80.0 BO.S •80N • BOO 8W 80.0 42' 81-1/2' 96- 1 39-3/4' 1 80.0 1 70.0 198.0 0 7 - . • . • NOTE: •• ••• •• • • • ••• VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST By LOCK SETS_ Sc" a SCHLAGE CC - COPPER CREEK BLD - BALDWIN HEAD ANCHORS OUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' '8' 1/4" 4 4 4 :::j 3/e' 6 6 6 CAL - CARDINAL XL KOD KOOISPACE QUAN QUANEX DURASEAL OUANEX SUPERSPACER ENGAGED TO HEAD AND SILL DUDjtI • • • • • • •• • • NOTE: PERIODS OF HURRICANE WARNIN..DD's • dL.O. SAS • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • U.L. . JmPr = FFSWE 14EI6HT•- 02.975' AND FLORIDA BUILDING COMMISSION • • D.L. .• DTL?•/X•DOORS -•FR/RIE %IDTH - 13.75' DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (xX DOORS) •= (FRA%E WIDTH - 25)/2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL HmiCFS: 4- X 4-1/2" BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35- LEAF WIDTHS (STD. THRESHOLD (4) HINGES PER LEAF ABOVE 35' LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) FEB 1 5 2018 PRODUCT REVISED •s complying with the Florida Building Cod• NOA-No. 17-1226.OS Expiration Date 08/08/2023 i • _ 140y9D682 •� (y � drowing no. 7 z 43 1/8- TYPICAL a EVATION f n 1 7 a AT STILE AND ( OXXO ) MULLION ENDS SIDELITE OPTIONS GLASS INSULATOR UMITATIONS FOR SIDE1 TIES WIDER THAN 37-1/8" ONLY. 90' h 96' HEIGHTS FOR D ASEA �•SU AC e" • • FORNIXEX U♦j4.5EAL k N l• -.: D • • - FOR GLASS •TYPE 'C3' • • • • • • • • CARDINAL XL 10Li1IT MAQ.: OASS : .O..0" • 0 • •• ••• •• • • • ••• • •• ••• • ••• • • • 'DELITE Ot.O. DIMS: • • �L.1 HEJ Z =•FRAME 9 EILIHT - 1.8756 • • • D.1*O. WIDV _ SIDED WIt� • 6' STAND" ;1E 61DELITE ONLY D.LO. WIDTH = SIDELITE WIDT - 4.875• SIDELTTE •FO DOOR ONLY • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHART FOR OUANTRY HEAD ANCHORS OUANTRY 1T STILE A MULLION ENDS ANCHOR TYPE OM 'A' 'a' 'C' 4 8" 6 6 8 2' 7 7 VERS SAME LOCATIONS ICHORS SHOWN ON 2 UED 1S I Q ' a a 0 H Q V h A v g uT p2: 06o� 48 0aNia Q WzLL 6 Q W O�If NOTE: SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) ° FRAME GLASS TYPES 'A'..W. 'C1' GLASSTYPE 'CY GLASS TYPE 'CJ' WIDTH HEIGHT EXT.(+) INT-(-) EXT.(+) I INT-(-) EXT.(+) FINE -) 30- 33' 36• 37-1/8' 39' 42' 84• 80.0 80.0 80-0 80.0 80.080.0 Z. 80.0 80.0 90.0 80.0 80.0 I 80.0 80.0 80.0 80.0 80.0 i 80.0 80.0 80.0 80.0 80.0 90.0 i 80.0 80A80.0 80.0 80.0 80.0 80.0 a0.0 80.0 Sao 80.0 80.0 80.0 1" 33" 36" 37-1/B- 39• 42' 90- 80.0 80.0 80.0 50.0 aO.o 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 I 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 a0.0 80.0 80.0 80.0 80.0 BQ.0 80.0 - - 70.0 70.0 80.0 80.0 30• 33 " 36' j 96- 37-1/8"i 39-80.0 42' 90.0 80.0 90.0 80.0 80.0 80.0 80.0 90,0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 90.0 70.0 70.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 AT STILE AND ( OXXO ) MULLION ENDS SIDELITE OPTIONS GLASS INSULATOR UMITATIONS FOR SIDE1 TIES WIDER THAN 37-1/8" ONLY. 90' h 96' HEIGHTS FOR D ASEA �•SU AC e" • • FORNIXEX U♦j4.5EAL k N l• -.: D • • - FOR GLASS •TYPE 'C3' • • • • • • • • CARDINAL XL 10Li1IT MAQ.: OASS : .O..0" • 0 • •• ••• •• • • • ••• • •• ••• • ••• • • • 'DELITE Ot.O. DIMS: • • �L.1 HEJ Z =•FRAME 9 EILIHT - 1.8756 • • • D.1*O. WIDV _ SIDED WIt� • 6' STAND" ;1E 61DELITE ONLY D.LO. WIDTH = SIDELITE WIDT - 4.875• SIDELTTE •FO DOOR ONLY • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHART FOR OUANTRY HEAD ANCHORS OUANTRY 1T STILE A MULLION ENDS ANCHOR TYPE OM 'A' 'a' 'C' 4 8" 6 6 8 2' 7 7 VERS SAME LOCATIONS ICHORS SHOWN ON 2 UED 1S I Q ' a a 0 H Q V h A v g uT p2: 06o� 48 0aNia Q WzLL 6 Q W O�If NOTE: ° THE FRAME AREA OF ALTERNATE SIZE MUST NOT u D(CEED TESTED FRAME AREA - 110.3 SO. FT. u $ ofg p n n o I11 AA11' u 0„ c �I FEB 1 5 2A18 ```1j11111: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1228.0$ - ac 1 Lo� Expiration Pat* 08l08l2023 '. S TE f(7 drawi� ng no. DESIGN LOAD CAPACTTY - PSP SIDEUTE WIDTH INCHES OOOR LEAF WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES 1IDEUTI1 TO DOOR MIJUJON (SEE NOTE BELOW) EXT.(+) INT.(-) Y4 30 33 36 37-1/8 39 42 39-3/4 04 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80-0 80.0 80.0 80.0 80.0 80.0 E0.0 24 30 33 36 37-1/8 39 42 39-3/4 90 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 I 80.0 80.0 80.0 80.0 80.0 24 30 33 36 37-1/8 39 42 1 39-3/4 1 96 1 80.0 80.0 80.0 80.0 80.0 9C.0 78.3 78.3 77.2 77.2 75.4 73.4 72.6 t 72.6 O O SIDEUTE TO D00B NOTE= FOR DOORS CAPACITY SEE SHEET 2 FOR SIDEUTE CAPACITIES SEE SHEET 3. FOR SIDELTTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE. DOOR/SIDELTTE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM e e DOOR DOOR FRAME SIDEUTE SIDELRE FRAME SIOEUIE i WIDTH WIDTH WIDTH WIDTH WIDTH (xo)) (ox) SIDEUTE DOOR FRAME MOTH WIDTH / \ C /H 0 / K I \ • ii • • • • ' • LLL I \ • . .. . • . . • (xo)) (ox) SIDEUTE DOOR FRAME MOTH WIDTH -o- MULLION J ( OX% 3 �OOOR STILE END ANCHORS l XX0 / ENO ANCHORS SEE SHEET 3 SEE SHEET 1 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• C ODOR DOOR WDTH WIDTH ` WIDTH / \ C / \ K I •• • ii • • • • ' • LLL .• . • • . .. . • . . • LJ . •• -o- MULLION J ( OX% 3 �OOOR STILE END ANCHORS l XX0 / ENO ANCHORS SEE SHEET 3 SEE SHEET 1 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• C ODOR DOOR WDTH WIDTH ` WIDTH / \ C / \ K I •• • • • • • • • • . . • LLL .• . • • . .. . • . . • -o- MULLION J ( OX% 3 �OOOR STILE END ANCHORS l XX0 / ENO ANCHORS SEE SHEET 3 SEE SHEET 1 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• C ODOR DOOR WDTH WIDTH ` WIDTH / \ C / \ K / •• • • • • ( OXO) `-' _-_( XOX) _-- WIDTH WIDTH WIDTH / I %% •• • • • • • • • • . . • LLL .• . • • . .. . • . . • • • ( OXXO ) f W • I �f Znlo.l n 00 00 Igoe m °n OO`er 0.0 0IN�a WIN ,euro Q�imf� c I v � R nl ' O w �. w o C I O S N NM j 03 $ cz�.. 0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE �I BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 9 9 = o DECLARATORY STATEMENT DCA05-DEC-219 WIC ``1�11\II IIIb/rJ k�Dp•� r RES"' PRODUCT REVISEDomcpiththeFlorida FE81 5LitEN NOA No. 17-1226.05 Expiratlon Dab 08/08/2023 \ 8-� O? ((/-`� drawing no. •• • • • • • • • • . . • • • • . . .• . • • . .. . • . . • • • . •• ( OXXO ) f W • I �f Znlo.l n 00 00 Igoe m °n OO`er 0.0 0IN�a WIN ,euro Q�imf� c I v � R nl ' O w �. w o C I O S N NM j 03 $ cz�.. 0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE �I BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 9 9 = o DECLARATORY STATEMENT DCA05-DEC-219 WIC ``1�11\II IIIb/rJ k�Dp•� r RES"' PRODUCT REVISEDomcpiththeFlorida FE81 5LitEN NOA No. 17-1226.05 Expiratlon Dab 08/08/2023 \ 8-� O? ((/-`� drawing no. . •• .. • . . .. .. ... . . • •.. . • ( OXXO ) f W • I �f Znlo.l n 00 00 Igoe m °n OO`er 0.0 0IN�a WIN ,euro Q�imf� c I v � R nl ' O w �. w o C I O S N NM j 03 $ cz�.. 0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE �I BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 9 9 = o DECLARATORY STATEMENT DCA05-DEC-219 WIC ``1�11\II IIIb/rJ k�Dp•� r RES"' PRODUCT REVISEDomcpiththeFlorida FE81 5LitEN NOA No. 17-1226.05 Expiratlon Dab 08/08/2023 \ 8-� O? ((/-`� drawing no. EDGE wsr. SEETYPrALEL A TIONS; V V_ SEE ELEVATIONS O _ FOR SPACING I CONCRETE . • z q 3 � a 0 Xo 44 Z j.1j-� U Cpl Ij 1 1 1 gUI�j^ II I I 41 V 'sl~4 I O 49 I I a.0-E" 8 I I I OaHo.opN I I I LL =W y I O i l i 1 i� lJ J ti m Q_ vJpJ c I I v Obi I n 0 n Cj �> 17 W En o 0 OWN o v� 67 - iI c z n W I f =i� rI a�° 1 a PRODUCT REVISED PGURED @ HARDENED I 1 as compl•.;.f11Q wMh the Florida a c y 49 I I I I I H BYndla r.Ofl• U 6 HIGH STRENGTH GROUT 49 I I 9 l i i I V. - 5000 P9 MIN. 17-1228.05 I d w z I NOT BY CGI WINDOW 41 1 I B • •4 1 iIII •_:- I • • Expiration Date 0u8c1t08/2n 0n2a 3 B -MUSE TRANSFER SHEAR LOADTO STRUCTURE BiLODS1EAWG o10' �g-_m Sn cn MI I(SOLID SHIMS :•• • • OPROAL TO CROUi) •_ u o W I - • • L •. ;. FEB 1 5 IDiB T,TI11,,,,,,, rl h v _ �7YPICAL ANCHORS a' TYPICAL ANCHORS Q I SEE ELEVATIONS c ,EDGE DIST. SEE ELEVATIONS • • • I _ • : • EDGE DIS. L FOR SPACING • • • FOR 4ACWG • • • • • • w • , 1 (g • • • • �• • • • • • • OF • • • • �•��Ya��.-��*--A�i TBRESR!!� • • OI.; •• y�; STA\'DARD THRESHOLD • NOT APPROVEi FOR VTrR INFIyTSATION•f SISTANCE HOOK DETAILS W13-01 APPROVED FOR WATER INFILTRATION RESISTANCE L_ , n��1 LIMIT MAX. DESIGN LOADS TO f70.0 PSF ALTN�� sheet $ of 13 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 1BY WOOD BUCK rr SEE NOTE SHEET I � WOOD BUCK EDGE DIST. ! WOOD STRUCTURE METAL "L'ONCRITE . SEE HOTS SHEET 1 EDGE DST. STRUCTURE jl MIAMI -DARE COUNTY APPROVED'; • EDGE I'CUPPED MULLION '1 j SEE SEPARATE NOA l ....... ,.. u WWW 0 • D7N K m� 0 mN N \ \ \ S TYPICAL ANCHORS n �� W TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS L TYPICAL ANCHORS /TYPICAL ANCHORS FOR SPACING FOR SPACING FSEE OR SPACING '—SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A'- .1/4" DNA ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'B'- 1/4' D(A ULTRA CON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1/4" DIA. TEKS OR SEI F DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-75 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS V. - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. • • 000 • • • • • • • • .. • • • • • • • . •• D•• •• • • • •• •• ••• • ••• • • •• • • • • • • • • • •• • • • • • •• • • • • • • ••• ••• DOOR DETAILS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as cora ing with the Florida BuNd,np od• NOA-No. 17.1226.05 Expiratlon Date 08/08/2023 By 311112=1Fmauct Gantrai 'L q n 0 Qa 11 O o��0 0mog Q W 5 C B FEB 1 5 2019 Y`, Y11,1I1 ul a or- drawing no. 7 V MAX. /� 1 2' MAIL / F. 1 B 2 15 O / `� O LOAD BEARING 1\�.r// LOAD BEARING J n SHIM © / 241 SHIM 7BY WOOD BUCK SEE NOTE SHEET 1 Z y w ACTIVE LEAF-- - TYPICAL ANCHORS M1 o J9 rJ SEE ELEV. TYPICAL ANCHORS _- _- I FOR SPACING O Q lV SEE ELEV. FOR SPACING _ --- ` 0t 39 ____ II i 0O, c Cq 57 7 _ I ..r IL 0 Q a W 046 46 36 35 34 13 7 33 47 14 4 cc D {L z I Jam$<.t METAL EXTERIOR STRUCTURE r � LEAF WIDTH N DOOR FRAME WIDTHI Fio,,� p 1/2- MAX. /� c� LOAD BEARING (/� ,B 25 ' 1. , 1 26 „2- MAK. SHIM 1`L'/l �:/ LOAD BFJIRING 1 42 0l CONCRETE 4t IB OR LIQOR SHIM i 3 �` j MASONRY ACTLEAP __ ITACTIVE LEAF—' BY WOOD L�i TYPICAL ANCHORS - 3gSTRURE SEEELEV1 SEE TE EETFOR SPACING 49 39 • ' S_ 1 1 I `� I 7 1 WNi 1' Y o S W 46 3a JS 34 u 3 11 �8 11 7 3 7 I L 4 ` 7 11 I v,8 D.L OPG. V TYPICAL ANCHORS w SEE ELEV. 33 D.L. OPG. FOR SPACING u. I EX1'ERI OR --- _LEAF WIDTH LEAF VAOTH I ` e1t. v � - +• •.• DQDRtRAME+wDTH• • +• I o $' • + • • • • • • ........ 771{11:.-a /17 aL PRODUCT REVISED FES 1 5 20ig , complying with the Florida �- tjp5g2 _. • • •. • • • V 1CCoodd: as co 17-1;,26.05 • • • . • '�� • + • • • �irationM 0 O 023 . 0- -� • • • • • • • A W1 3 OF Q/` drawing no. • • • jTia j r uct�ont ' D� OOR DETAILS �iSs1�+.�� 77j/1111L,�1 sheet 7 -fl ••• • • • • ••• • • • • • • • • • • • • • •• •• • . • •• •• CG)4.-,EE TYPICAL ANCHORS u SEE ELEVATIONS SPACING ..-EDGE'DIST.� . .:CONCRETE CONCR£fC, . • a 7EDGETYPICAL ANCHORS ELEVATIONS SHIM FOR SPACING H a lg IRS of CONCRETE 44 4 13 t Ts OR ' • • • • CG)4.-,EE I 10 a u • • N� LOAD BEARING • O • a 7EDGETYPICAL ANCHORS ELEVATIONS SHIM FOR SPACING 1/2- MAX. uIV u • • z LOAD BEARING • O SHIM a H a lg IRS of CONCRETE ao� 4 13 3 � OR ' • • • • • • MASONRY' • • PRODUCT REVISED O abo 0: 9H N •• as comply g with the Florida Q W N 6 • Building Lode NOA-No. 77-7226.05 j 8 ;5 Q ••• Expiration Date 08/08/2023 Q W ON • By = • �� n Mlam ro uet ontro i 0 n w C � N O %N^b M O •: (:.' '' . Zw 0 D.L. O TYPICAL ANCHORS SIDELTTE WID a- LANG J SEE ELEV. • • • • • • • • • FOR SPACII • • • • • •• • • • • • •• • •• ••• •• • • • •• OMATING JAMB FASTENERS FOR LOCATIONS 2 45 SEE DOOR JAMB SPACING ON SHEETS 2 & 3 I I -q( 9 1-01 n/ EXTERIOR LEAF WIDTH - _ DOOR FRAME WIDTH / 42MAX. SINGLE (X) 81-1/2- MAX. DOUBLE (XX) SEALANT MATING •• ••• • ••• • • • N(TfF' I AMR SHIM•TOGMEf4L 4MUCTURE AT JAM85 TO 3/8" :a- • • • • • • • a• • • •• •• ••• ••• sea a. SIDEIITE DETAILS • • t uIV u • • z I _0 n 3 • O oc f 2N a a lg IRS of ao� � • • • • • • v tM O Oammo o, a�os� • • PRODUCT REVISED O abo 0: 9H N •• as comply g with the Florida Q W N 6 • Building Lode NOA-No. 77-7226.05 j 8 ;5 Q ••• Expiration Date 08/08/2023 Q W ON • By = • �� n Mlam ro uet ontro i 0 n w C � N O %N^b M O Zw 0 I I -q( 9 1-01 n/ EXTERIOR LEAF WIDTH - _ DOOR FRAME WIDTH / 42MAX. SINGLE (X) 81-1/2- MAX. DOUBLE (XX) SEALANT MATING •• ••• • ••• • • • N(TfF' I AMR SHIM•TOGMEf4L 4MUCTURE AT JAM85 TO 3/8" :a- • • • • • • • a• • • •• •• ••• ••• sea a. SIDEIITE DETAILS • • t • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �� 9P.• tENSF ••;G : � FEB 1 5r. `-\ k 70M ' o ?018 = ,. ;• 3 x -� - a a OF dro-rig no. W13-01, PART No. QUANTITY DESCRIP17I0N MATERIAL LBO. / REMARKS AL -189 AS REOD. FRAME HEAD & SILL 6063-76 KEYMARK / SAPA AL -190 AS REDD. FRAME JAMB 6063 -TG KEYMARK / SAPA AL -196 AS REDD. SIDELITE HEAD & SILL 6053-T6 KEYMARK / SAPA AL -197 AS REDD. FREE STANDING SIOELDE JAMS 6063-T6 lKEYMARK / SAPA AL -198 AS READ, MATING SIDELIIE JAMB _ 6063-T8 ;KEYMARK / SAPA AL -193 AS REOD. PANEL TOP &BOTTOM 6063-T8 JKEYNIARK / SAPA AL -194 AS REDD. j PANEL VERTICAL STILE 6063-76 KEYMARK / SAPA AL -199 AS REDD. SHEAR BLOCK 6063-T6 KEYItARK / SAPA AL -191 AS READ. FRAME HEAD & SILL SCREW COVER 8063-T5 KEYMARK / SAPA AL -192 AS REDD. FRAME HEAD & SILL SLANTED SCREW COVER BOfi3-T5 KEYMARK / SAPA AL -121 AS REQD. OOZING BEAD (7/16' LAM.) 6063-75 1 KEYMARK / SAPA AL -123 AS REOD. GLAZING BEAD (1.000" INSUL.-LAM•) 6063-75 K'YMARK / SAPA AL -200 AS REDO. SHEAR PLATE 6063-78 KEYWARK / SAPA AL -195 AS REDD. ASTRAGAL 6063-T5 KEYMARK / SAPA AL -508 AS REDO. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA AL -540 AS REDD. SADDLE THRESHOLD (ADA COMPLIANT) i 6063-76 KEYMARK / SAPA HD -4503P. AS REDD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL USED BY ALL DPDONS) METAL CGI PROPRIETARY HD -1204 AS REDD. FLUSHBOLT ASSEMBLY (AT MACTIVE PANEL, USED BY ALL OPTIONS) ALLOY. STEEL CGI PROPRIETARY HD -5455 PASS AS RE00. LEVER LATCH LOCK. AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN HO -5455 AS REDD. DUMMY LEVER, AT INACTIVE PANEL HO -8231 AS REDD. DEADBOLT (THUMSTURN), AT ACTIVE PANEL J10 TOR605 AS REDD. i LEVER LATCH LOCK. AT ACTIVE PANEL LOCK SET OPERON 2 BRASS SCHLAGE J10 T&605 AS REDD. ( DUMMY LEVER. AT INACTIVE PANEL JD60 AS REDD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL._ HO -34-10116 AS REDD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL COPPER CREEK HD -34-10116 1 AS REDD. DUMMY LEVER AT INACTIVE PANEL HID- 082410 I AS REDD. DEADBOLT CMUMSTURN), AT ACTIVE PANEL HD -537 AS REDD. LATCH LOCK STRIKE PLATE S. STEEL - _ 2 /PLATE BB X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - HD -538 AS READ. DEADBOLT STRIKE PLATE S.STEEL - 2 /PLATE 88 X 3/4' PHP. FIL SMS (STRIKE PLATE ATTACHMENT) S.STEEL - HD-53EN AS REDD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI HD-39OP AS REDD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON OGI HD -STRIKE BOX DD. LATCH LACK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI HD -525 -9 -REV �/LZOCKMELH. SOLT LOCK ASSEMBLY S. STEELHO-533C HBOLT FLUSH SOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGIHD-CH-108 AF 4-1/2" x 4' HINGE _ ALUMINUM CGI PROPRIETARY D-ABBOO-US32D 4 /LEAF 1 4-1/2• x 4" HINGE BRASS HAGER HD-AB80D-US 4 /LEAF 1 4-1/2' x 4" HINGE S STEEL ANGER 43/8'-16 ROD 2 /LEAF 1 03/8'-16 FULLY THREADED ROD (ZINC PLATED) STEEL - - WS-3B2V AS REDD. GLAZING BULB (OUROMETER 75/80) PVC PROTOTYPE WS -W33321 AS REDD. .187" x 320' ULTRA SOFT FIN WEATHERSTRIP - I ULTRAFAB HD -203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC I - HD -12-10042 I AS REOP. 350' REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY XS -32011 AS REDD. FOAM CLOSED CELL FOAM COMPRESSION SEAL • • • • - AM6�RY - HD -CLIP ANGLE 2 /EACH 2 x 2 x 1/4' CLIP ANGLE (AOA THRESHOLD TO J fB ATTACHEMONT)• •ALLJMINWA • 3 /CORNER 81D x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASTfMBLY) •• , S. STEER • -- EE 114 x HH. TEK • 41/2' (FIILUUCCN --8/H R 4/CUP 812-24 PHP. THREAD FORMING "•�� • STERL • ♦ • 2/E4CH 86 x 1/2' PHP. TH. SMS. (ASTRAGAL ATTACHMENT) i S. STEEL - 1/EACH 810 x 3/4' PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - 93/8'-16 NUT 4 /LEAF •3/8"-16 SERRATED -FLANGE NUT (ZINC PUTEU! • • • • • •it TEEL 2 /FLUSHBOLT 88-32 x 1/2' AHP. PH. MS. (FLUSHBOLT BLk 7) • • • S.•STEEL • ♦ • • ID -DOOR SWEEP I 1/EACH PHP. �H. DOOR SWEEP (OPnONAL), SECURED W/ 86 x01/2•Si • • UMIN�M _7f i HD -34-10003 1 1 /SCREW HOLE WSTALLATKIN SCREW HOLE PLUG (AT DOOR E JAMndRLY) • • • 1•'-014 • • - T _2/ LITE SETTING BLOCKS _ EPDM • DUROMSVER 8035 S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA-No. SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. REVISED with the Florida „` , p� C! AllT77" I n L 17.1226.05 _ �.. _- '. ij ': b � ! i I ' • n k •. drewingo no. 3`y W13-01 FEB 1 5 2011 DUMMY r-/ -_--- -------1 31 K �U = ' ACTIVE LEAF 9 INACTIVE LEAF "�+ W a � 6 T IT O UNC OPERATION OF DEADBOLTTHE Q 8 F�KEY FROM I R OR THUMB RN EXTERIR I Ti- - -_ - - THE __ r. -1—_- w0FROM zi N w ACTIVATES THE THREE-POINT LOCK MECHANISM L___--- J "- k, z N o REGARDLESS OF LOCK SET n y 'U, s ! OPTION INSTALLED. O Q w m SECTION AT DEADBOLT LOCK i I NOA-No. SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. REVISED with the Florida „` , p� C! AllT77" I n L 17.1226.05 _ �.. _- '. ij ': b � ! i I ' • n k •. drewingo no. 3`y W13-01 FEB 1 5 2011 EQIC(KTUE; STIIE y„u I CD �a mm3 7 ASTRIGA Z li O Ubl 4e 11� iI +II I RJD) r..0c91' jl II O a Q O 8 moN �I NYLON WASHER ':I •1;, II I 0.295 NOIa.OACa 2' W j; 5. STP.PI SPpNG ' j 0.sv "3 .I fl I j11 �.; I LL 11 .I x"IOu wA5N I {, ;1 ;I ; I i 1 z m i 'I TOP Hex RCP W11Y1 J Q J .I 1 I 2� WW COUPLYKa NUf II `�1:1,� i' I I 47 Q W N f F j� a-mic Nr: •s.e757 jl .I I IT FvrENCER O n O z9.soo•s.5 ms w w wnEr, 3t � i � I V v)j O 1111 EOc Titer ° c Z n z ( o° r G :� _ t` g o II I vy � w PRODUCT REVISED ty '{4a�t' j1 a I as eomplving with the pbrgdn c ' NOA-N9 oa• C ° ° ' i II , i NOA-No. 17-1226.05 $ z j Expiration Date 08/08/2023 11 I II i w coum 6 �N./r:—{- I tr Dy j. j j �I`i_I`I ••• • • ltl •i i �i• M �' ue eatro laco8s 1`i 't jl ( • • I• i w3 • • �� roan// h � V `4 i jl • •• • ••• �t 1/J 9i I j' FEB1 5-,Nar s a I I- — i 1 • • I • • • • F : •�? drawing o no. o LOCKED POSRION UNLOCKED POSRION •*�-' • JJJ�JRIALt�`�� sheet 70 of 13 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • N-06AL UX (INACTlc STIlt UNLOCKED POSMON • LOCKED POSITION •• w 0 C19 .91" aT ACTUA-ON ••• • IqI • • ••• • • i I • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U 4,V h N Ne p O �`a U d 0 O G U, coy O O eco O No LLzog �� U w d n 3 C I i O0 W K ;Nn 0 n 1 tt C ZL per.. C7p<W PRODUCT REVISED as cowith with the Florida c F Buildlrrp Code HOA -No. 17-1226.05 ¢xpiratloa Date 08108/2023 By Mia I -0a roduc/ Coatroi NOTE: FLUSH BOLT AT INACTIVE STILE 2T# (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) o o tt�tTllllll 11/A ' AN r I FEB 1 5 7018 \ • CF '•�� drawing j- 5.823--- .1255 .730 1.590 .100 O DOOR FRAME HEAD/SILL 062 ' 6I25 1�,.367-�I 0 FRAME COVER (•-1.5871 1.622 1O SILL COVER .465 .075 1.063 -i 0 SIDELITE TOP & BOTTOM FRAME 15 SIDELITE JAMB COVER I' I .070 .625 -.245 .805 _j L 1.622 1.060 I^g 7 U O TOP & BOTTOM RAIL a �sso0 1.828 17 4.495 O HINGE & LOCK STILE 1.5��.185 3 .125 .500 I-•- 4.000 -� 14 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 16 SADDLE THRESHOLD I� 1.810 �'j .12 '••-_ 5.005 1.061 x.675 I I -•--I 15 �` 2.000 .500 I I -If-125 --I 1.225 fP O DOOR FRAME JAMB 1.462t 4 �090 500 : ,• • • • • • • •� 1.184 I� - -� • .080 • • •i �, • • i Lj 4.000 .075- • • • • • • �0 • 4.000 • GLASS STOP (LAM, GLASS) .. 70 .0 I 505 120 1.465 1.4165 .420 • • L• ��•__--•�-• .,995 .0.2 .050 • •.200: 87 • • • • • • Ij OLJ :• • • • • 12•• • h 1.184 F� SIDELITE FRAME JAMB SIDELITE MATIIJG JAMS GUMS STOP (INSUL. LAM. GLASS) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code 140A -No. 17-1228.05 Expiration Date 08/08/2023 Hy _ Mla roduct Control FEB 1 5 20f# ^I �i .l' &2 k ��••' jJ5'iA CF••EU�� drOwingo no. tYo oP� W 13-01 , �i s •'• .... � 11"1.11``sheet 120113 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS HOLE CAP I MATING JAMB FASTENERS_ SEE SHEET 8 FOR DETAIL 2 I 1 I 1 ACCESS HOLE • 11�I:1!II•Zd:i�I:i: ••• • 46 • • ••• 1 ' 43 • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 46 • : .• • . . . ennl F Tl{R cH0 • . n ORN R ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,4 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS I0 1 n Z a� J O�[ �N N N m H �m O 0 O'O�n o ORDa�; O 'a 9 �V_O� :I0r3i Q�mf Jk' 0 � U u 3 C 1 0 n 3 N 0 M n - o - PRODUCT REVISED u W1 as comp)ying with the Florida j 6ollding Code NOA-No. 17-1226.05 Expiration trate 08/08/2023 Mia act ControlO 8 o NI FES 1 5 2018 .��70642 '" ' u• ' TE OV iy draweng no. :�. aa.•' �� I. W13-01 S4,` ... ,�C�,• MIAMI•DiADE MIAMI-DADE COUNTY !® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series "AW-740" Aluminum Awning Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details' LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision C dated 05/25/17, piWted by map lacturer," signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County RAD&Wt ConttQLXeyision• • • • stamp with the Notice of Acceptance number and expiration date by the Miami -E" County.Product• • Control Section. . • • • • • • • • • :*Go*: MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • •00 LABELING: Each unit shall bear a permanent label with the manufacturer's neme.or logo'.GiYy,• state„ • • • • • model/series, and following statement: "Miami-Dade County Product Control ApQrtrieW, unless c+therwise . • noted herein. ; • • • ....:. RENEWAL of this NOA shall be considered after a renewal application has bee; J-jled•and there has beers;....; no change in the applicable building code negatively affecting the performance of this product. • 0 ; • 0 • • 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 and renews NOA# 16-0714.23 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.20 n Expiration Date: April 11, 2023 y4lbApproval Date: September 05, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.07) 2. Drawing No. MD-AW740LM, titled "Awning 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. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TP spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and X] EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laborator} Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/14 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.23) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . 00"' 2) Uniform Static Air Pressure Test, Loading ph PBF, TAS. OO -94 3) Water Resistance Test, per FBC, TAS 202-94 • . •. 0000 4) Forced Entry Test, per FBC 2411.3.2.1, and 'PA Y202-94 - 5) Large Missile Impact Test per FBC, TAS 2&f -TT. •. 6) Cyclic Wind Pressure Loading per FBC, T� x; 94 •... along with marked -up drawings and installation diagram of a sysiec.CA74M... • aluminum projected (awning) window, prepared by Fenestraticp Tilling Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and seAled by Maijirl 14.• Brinson P.E. • .. (Submitted under NOA No. 12-1218.0 7) • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), dated 06/09/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 Manuel Pere Product Control Exain r NOA No. 17-06 .20 Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC Manuel Perez, P Product Control Exa ne NOA No. 17-06U& Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-2 6th Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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. 16-0714.23) .. • • • G. OTHERS •' • • • • • 1. Notice of Acceptance No. 16-0714.23, issued to PGT Industries -fn .for thk1r. Sties • • • "AW -740" Aluminum Awning Window - L.M.I. approved on QQ/.W16 and ex6..iring on 04/11/18. •• •. ....• .. . . .. ...... Manuel Perez, P Product Control Exa ne NOA No. 17-06U& Expiration Date: April 11, 2023 Approval Date: September 05, 2017 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT AWNING WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -RADE 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, SEE TABLE 3, SHEET 4. ---- 4) ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE I IMPACT RATING CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO 53' VISIBLE LIGHT WIDTH (DLO) SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.12' I THICK OR GREATER. 7X AND 2X BUCKS (WHEN USED) NO ANCHOR PAIR SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 19" MAX. TO THE STRUCTURE. WOOD BUCK DESIGN AND O.C. INSTALLATION IS THE RESPONSIBILITY OF THE 12' MAX FOR UNITS OVER 39'T ENGINEER OR ARCHITECT OF RECORD. 1 i 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 44"MMAX. BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, DESIGN PRESSURES ...................... SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR GLA CORNERS OF THE FRAME. INSTALLATION ANCHORS 7/1e'AIRSPACE� SHOULD BE SEALED. OVERALL SEALINGIFLASHING .BBD• TRosIFa®Pve STRATEGY FOR WATER RESISTANCE OF INSTALLATION 118' ANNEALED OR SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE BY KURARAY OF THESE INSTRUCTIONS. TEMPERED GLASS 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE SHEETS 5.9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 5ne'LAMINATED 71I6'LAMINATED GLASS STACK GLASS STACK VIP ANt//689- TRosPOL®Pve 3H8AN BY KURARAY GA��SAMERICA. IN MERIC.IN 60' WIDTH EXTERIOR SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION ....................................... I _._.--- ----- ----- .. .—.__----- _--._._._.__._._.__ 53' VISIBLE LIGHT WIDTH (DLO) GLAZING DETAILS ........................... I T r7B• NO ANCHOR PAIR / I \ 7) DESIGN PRESSURES: L/ REO'D IF WIDOW IS 27-78" WIDE OR LESS B, SEE A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 12' MAX FOR UNITS OVER 39'T I I I (HEAD 8 SILL) �� r. SHEET 2 ANCHOR QUANTITIES ..................... OTHERWISE 4" MAX. HEIGHT �1B•ANNEALGLASS EO EXTERIOR a 11118' GLASS BITE r1 P.090- SO® BY KURARAY AMERICA, INC. 3116' ANNEALED GLASS 11118' GLASS BITE GENERAL NOTES .............................1 SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION ....................................... I _._.--- ----- ----- .. .—.__----- _--._._._.__._._.__ GLASS TYPE 1 GLAZING DETAILS ........................... I T r7B• NOM. / I \ 7) DESIGN PRESSURES: ASSEMBLY TUBE DETAILS ............. GLASS STACK A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 5178• LAMINATED I I I TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES ..................... GISS STACK 11W ANNEALED HEIGHT �1B•ANNEALGLASS EO EXTERIOR a 11118' GLASS BITE r1 P.090- SO® BY KURARAY AMERICA, INC. 3116' ANNEALED GLASS 11118' GLASS BITE 8' MAX. I B �_ 4" MAX. �— 23" MAX. O.C. USE ANCHOR PAIR FOR UNITS OVER 27-7/8' WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE GENERAL NOTES .............................1 SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION ....................................... 1 GLASS TYPE 1 GLAZING DETAILS ........................... GLASS TYPE 2 T r7B• NOM. 2 7) DESIGN PRESSURES: ASSEMBLY TUBE DETAILS ............. GLASS STACK A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 5178• LAMINATED .� 39" TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES ..................... GISS STACK 11W ANNEALED HEIGHT DESIGN PRESSURES ...................... 5-9 GLA A, SEE 7/1e'AIRSPACE� PRESSURE, STRUCTURAL TEST PRESSURE, FRAME .BBD• TRosIFa®Pve SHEET 2 118' ANNEALED OR 3118' ANNEALED GLASS BY KURARAY 32. VISIBLE TEMPERED GLASS AMERICA, INC. LIGHT 36 119' ANNEALED GLASS HEIGHT EXTERIOR (DLO) h fir' + +1 37 3 A- v- GLASSBRE 8' MAX. I B �_ 4" MAX. �— 23" MAX. O.C. USE ANCHOR PAIR FOR UNITS OVER 27-7/8' WIDE (HEAD & SILL) TYP. ELEVATION OF AWNING WINDOW APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE GENERAL NOTES .............................1 SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION ....................................... 1 ON THEM BY THE WINDOW. GLAZING DETAILS ........................... 1 4 7WLami.IG(118"T-7/16"Air -1/8'An-.090"PVB -1/8'An) INSTALLATION ................................. 2 7) DESIGN PRESSURES: ASSEMBLY TUBE DETAILS ............. 3 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL ANCHOR SPECIFICATIONS............ 4 TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES ..................... 4 ASTM E1300. DESIGN PRESSURES ...................... 5-9 8. POSITIVE DESIGN LOADS BASED ON WATER TEST ASSEMBLY DETAILS/BOM.............. 10 PRESSURE, STRUCTURAL TEST PRESSURE, FRAME EXTRUSIONS/SPACER.................... 11 ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) 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-7061, 3579.3580, 3724; ELCO ULTRACON NO& ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. Glass Types Sheet # 1 5116' Lami (1/8' An - .090' PVB - 118" An) 5 2 7/16' Lami (3/15' An -.090" SG - 3/16' An) 8 3 718" Lemi. IG (118' An - 7/16" Air- 1/8' An -OW PVB -118' An) 7 4 7WLami.IG(118"T-7/16"Air -1/8'An-.090"PVB -1/8'An) 8 5 7/8' Lanni. IG (3118" An -1/4" Air - 3116' An -OW SG - 3/16' An) 9 6 71W Lami. IG (3116" T -1 /4" Arc - 3/16" An -OW SG - 3/1(' An) 9 'PVB'= TROSIFOL PVB BY KURARAY AMERICA, INC. "SG-- SENTRYGLAS® BY KURARAY AMERICA, INC. `1111111111//1 CODES/ STANDARDS USED: • • • • • • • •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITIPN• 5TH EN •2014 FLORIDA BUILDING CODE (FBC)f DlTn • N ' •'�,1CIIINgf'• ��(� • •, • -ASTM E1300-04 • • • `y IF • • • • • •ANSI/AF&PA NDS -2015 FOR WOO�NSTRII�wON • • •ALUMINUM DESIGN MANUAL, ADM -2015 •AISI 310 - •AISC 360.1010 • No. 587 >� • * _ _ • • 4 � O�,• '` �i •'' 140R1DF'N'• • • • • • •• • • " \?� •'i/ts ••...�`� E •. • • • . :00 /1j/Ar�Of�Ab`` •Lr •• • • • L..11 A.IYA.. !�bF 01150-09091 GLASS TYPES 3 & 4 718- NOM. t complying with dw Ffertda GLASS STACKI Building Code 1?-ta614.7D • • • • • • • • I 3116' ANNEALED GLASS t/4'AIRSPACE PER FBC 2017. 3116- ANNEALED Revised By: Do(, - .090' SG® BY KURARAY OR TE1.IPERED GLASS Description: GENERAL NOTES & ELEVATION AMERICA. INC. 3118' ANNEALED GLASS EXTEPoDR �1 11116' CUSS BITE 01150-09091 0.103 U GLASS TYPES 3 & 4 718- NOM. t complying with dw Ffertda GLASS STACKI Building Code 1?-ta614.7D 7116' Acceydnce r+o Revised By: D. S STACK GLASS c Dwe JR I 3116' ANNEALED GLASS t/4'AIRSPACE PER FBC 2017. 3116- ANNEALED Revised By: Do(, - .090' SG® BY KURARAY OR TE1.IPERED GLASS Description: GENERAL NOTES & ELEVATION AMERICA. INC. 3118' ANNEALED GLASS EXTEPoDR �1 11116' CUSS BITE 0.103 U PRODUCT REVISED V t complying with dw Ffertda GLASS TYPES 5 & 6 Building Code 1?-ta614.7D Acceydnce r+o Revised By: D. Revlslon Dwe JR 05/25/17 UPDATED ANCHORAGE By PER FBC 2017. eft Revised By: Do(, - Description: GENERAL NOTES & ELEVATION Dawn By: J ROSOWSKI 1070 TECHNOLOGY DRIVE Date: N. VENICE, FL 34275 TRfe: (941) 480-1600 AWNING WINDOW DETAILS - LM & SM 08/08/12 COPYRgHTOM17 PGT INDUSTRIES. NC. Series/Model: SN_ SAeet: Dl iw g No. Rev: ALL RIGIMRES°�„__ AW -740 NTS 1 OF 11 MD-AW740LM C INSTALLATION OPTION 1 EDGE _ DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. � AS REQUIRED PER TABLE 3. SHEET 4 U WINE HER FOR SNUBBER REQUIREMENTS. SEE TABLE 4, SHEET 4. JAMB HARDWARE W iHOT BUCK HEIGHT VISIBLE LIGHT HEIGHT (DLO) EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. 22 Q} ATTACH EDTO FRAME & VENT JAMB O ATTACHED TO FRAMEJAMS ATTA'.EDI w TO VENT JAMB L a INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1 /4" MAX SHIM INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. - BUCK WIDTH CONCRETE/CMU 84=/ PER ANCHOR EMBEDMENT E REQUIREMENT L ATTACHED TO FRAME SILL ��JJ TYP. ANCHOR ATTACHED TO WINDOW WIDTH TYPE, EMBEDMENT AND EDGE SEE DETAIL HORIZONTAL SECTION A -A DISTANCE PER TO FRAME THICK ARE TO BE CONSIDERED 1X OSUBSTRATE, SEE INSTALLATIONS. 1X WOOD BUCKS ARE ' \TABLE 3, SHEET 4. J1 • • DIRECTLY TO SUBSTRATE. WOOD BUCKS 1 EDGE DEPICTED AS 2X ARE 1-12' THICK OR • • DISTANCE • •' EMBEDMENT I _ 9 p _ d • S j (. T •.•n1t WOOD BUCK DESIGN AND INSTALLATION ATTACHED TO IS THE RESPONSIBILITY OF THE ENGINEER • ' FRAMEJAMB EMBEDMENT 1 EDGE DISTANCE 70 • • • • • • : • ATTACHED TO OprIONAL ADDON J VENT JAMB FLANGE HEAD, \ urRritr6 nE5EAVEo SILL & JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1 /4" MAX SHIM INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. - BUCK WIDTH Al. B BE NOTES: 84=/ J�ATTA TO I I L ATTACHED TO FRAME SILL ��JJ VISIBLE LIGHT WIDTH (DLO) — ATTACHED TO WINDOW WIDTH FRAME JAMB SEE DETAIL HORIZONTAL SECTION A -A Al. B BE -� 1'— 10' MAX. 1 DETAIL A, NOTES: • • • • • 1) USE ONLY SUBSTRATE -APPROPRIATE ••• ANCHORS LISTED ON TABLE 3, SHEET 4. \ FOLLOW EMBEDMENT AND EDGE a .� •' DISTANCE LIMITS. ANY INSTALLATION ATTACHED TO OPTION SHOWN MAY BE USED ON ANY FRAME JAMB SIDE OF THE WINDOW. ATTACHED 2) ALL WOOD BUCKS LESS THAN 1-112' TO FRAME THICK ARE TO BE CONSIDERED 1X JAMB INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED • • DIRECTLY TO SUBSTRATE. WOOD BUCKS NS. 5105• DEPICTED AS 2X ARE 1-12' THICK OR • • GREATER. 1X AND 2X BUCKS (WHEN USED) • SHALL BE DESIGNED TO PROPERLY EMBEDMENT TRANSFER LOADS TO THE STRUCTURE. _ 9 p _ d • S j (. T •.•n1t WOOD BUCK DESIGN AND INSTALLATION 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 IS THE RESPONSIBILITY OF THE ENGINEER • OR ARCHITECT OF RECORD. MAXIMUM �ORIDP'• �• SHIM THICKNESS TO BE 1/4'. -� 1'— 10' MAX. 1 DETAIL A, L - ► SEE DETAIL A2, BELOW DETAIL A2 19 84 1 X WOOD BUCKSTRIP. • • • • • NOTES: ••• / / \ 1) WHEN INSTALLING COMBINATION UNRS, a .� •' 28'+ 1 1 ADDITIONAL INSTALLATION 10' MAX. TTHIS SHEET. 1/4' MAX SHIM ANCHORS MAY NEED TO BE LSF �' •y • • • ' �_ 29'+ 1 1 INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. _ / • • FROM EACH SIDE OF THE FRAME NS. 5105• / • • ASSEMBLY TUBE CENTERLINE. • .. CONCRETE - •, PERANCHOR • •, EMBEDMENT SEE TABLE BELOW: L - ► SEE DETAIL A2, BELOW DETAIL A2 19 84 1 X WOOD BUCKSTRIP. • • • • • • •• s �t1-agjLYM,yL'% '•.•._ Jim ••• • SEE NOTE 2, • •••� a .� •' 28'+ 1 1 Window Anchor LL TTHIS SHEET. 1/4' MAX SHIM • • • • • • LSF �' •y • • • ' �_ 29'+ 1 1 • • • • NS. 5105• • • • • • .. CONCRETE - •, PERANCHOR • •, EMBEDMENT • • • • • • • _ 9 p _ d • S j (. T •.•n1t •• 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 REQUIREMENT • • • �ORIDP'• �• (941) 480-1600 EDGE DISTANCE • • • • • • • : • • • /.'}•.••••.• C • • • •: �r/dfl/AL �b • COP GWOM17 PGT NDUSMIM. INC. VERTICAL SECTION B -B • ALYI4ri I!'uiIR P.E. • urRritr6 nE5EAVEo RE a 58706 CERT. OF AUTH. ()29296 ••• • • • • ••• • • 17"-250 1 D 28'+ 1 1 Window Anchor LL HN9M A B. C 6 D 1T' -25.9" 1 0 29'+ 1 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AddltbM Anchm Regt•ed on each SWa of the Frame Aeso 7uW (FAT) Whaow Anchor u Wkhh A I B,C8D 17"-250 1 D 28'+ 1 1 Window Anchor LL HN9M A B. C 6 D 1T' -25.9" 1 0 29'+ 1 1 Asad By:Dore: Rev;s;on JR 05/25/17 NOCHA ,i -d By.1 Dote: I Revision STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. EDGE DISTANCE DE APPROVED -ION, ALUMINUM, EL FRAMING OR STEEL STUD. EXTERIOR V VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 PRODUCT REVISED as a nptying with the FlnrAta Bj1dcone 4-.Zo ETHIS SHEET.de eC GENERAL NOTES & ELEVATION J ROSOWSKI Lite: Dote: AWNING WINDOW DETAILS - LM & SM 08/08/12 Ser;es/Model: Scale: Sheet. Drawing No. Rev: AW -740 NTS 2 OF 11 MD-AW740LM C I AWNING X WINDOW I HEIGHT / / 1 1 WINDOW —� WIDTH 740 SERIES AWNING EXTERIOR WINDOW I–I 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 5.9, 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 WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. AWNING /AWNING XX AWNING / CASEMENT / FIXED CASEMENT ()(XO) FIGURE 1: —"� 10', SEE NOTE 7, THIS SHEET FIGURE 2: 740 SERIES AWNING / WINDOW C C M—ASSEMBLY FRAME 10", SEE NOTE 7, p TBE ^ THIS SHEET 740 SERIES \ `V / —CASEMENT f1 WINDOW / 740 740 / E / SERIES SEMBLSERIES FRAME AWNING ASY AWNING –'ASSEMBLY WINDOW TUBE WINDOW E TBE —y 1740 SERIES FIXED WINDOW'`_ 'SEE PRODUCTS NOA FOR 1 INSTALLATION SPECS ( Q 4 740 SERIES AWNING WINDOW MIN. # 12 X 1" SMS THROUGH L INSTALLATION HOLES FRAME ASSEMBLY *aSE�nRll�ES TBE MIN.#12X 1'SMS740 SERIESTHROUGH CASEMENT INSTALLATION WINDOW HOLES FRAME740 SERIES AWNOR ASSEMBLY AWNING WINDOW I TBE WINDOW EXTERIOR EXTERIOR HORIZONTAL SECTION C -C a a FRAME ASSEMBLY TBE NOTES: 1) DIMENSIONS SHOWN ARE WINDOW 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 TBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-0 VERTICAL SECTION E -E • ••• • • • • • •• 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MASEUP, SEE FAURES iR 2,4fHI.9SHlET.•ETNRMiNE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. • •• • • • • • 2) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. • • •00 0 • • • • • • • • 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSf) FOR WINWWS•ATT2CH&*iO AVERTICAL FRAME ASSEMBLY TUBE' OR 'DESIGN PRESSURE (PS9 FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TBE 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 WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH ORJIJIGHT DIMENSION SOWN ON T E TABLES. • 4) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED- (1vLE 2. SLEET 4), DAWEF:AINE �i� NUMBAR Ooo*IPANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2J. NOTE THA?ADDITIONAL ANCHOGS THRW8H THE VWV8W & INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 740 SERIES 4) FRAME ASSEMBLY TBE TO BE FIXED FASTENED TO WINDOW, AS SHOW IN 740 SERIES DETAILS. WITH MIN. #12 X 1' SHEET CASEMENT SCREWS. USE THE SAME WINDOW` SPACING AND QUANTITY AS THE z Q OPPOSITE FRAME MEMBER. FRAME 5) THE FRAME ASSEMBLY TBE MAY —ASSEMBLY TUBE NOT EXCEED 82' IN LENGTH (AS USED IN A 83' FLANGED WINDOW) OR BE MIN,#12X USED IN TEE OR CROSS 1' SMS CONFIGURATIONS. THROUGH J INSTALLATION B THE FRAME ASSEMBLY TBE IS NOT ) HOLES REQUIRED TO BE CLIPPED TO THE �<_ Lu 0 SUBSTRATE. ALL EXTERIOR JOINTS TO LL BE SEALED BY INSTALLER. FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-0 VERTICAL SECTION E -E • ••• • • • • • •• 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MASEUP, SEE FAURES iR 2,4fHI.9SHlET.•ETNRMiNE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. • •• • • • • • 2) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. • • •00 0 • • • • • • • • 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSf) FOR WINWWS•ATT2CH&*iO AVERTICAL FRAME ASSEMBLY TUBE' OR 'DESIGN PRESSURE (PS9 FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TBE 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 WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH ORJIJIGHT DIMENSION SOWN ON T E TABLES. • 4) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED- (1vLE 2. SLEET 4), DAWEF:AINE �i� NUMBAR Ooo*IPANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2J. NOTE THA?ADDITIONAL ANCHOGS THRW8H THE VWV8W & INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 740 SERIES 7) FOR ALL COMBINATION UNITS. FIXED ADDITIONAL INSTALLATION ANCHORS CASEMENT MAY NEED TO BE INSTALLED WINDOW THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE z Q FRAME ASSEMBLY TUBE CENTERLINE. C/) SEE TABLE BELOW: • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Addtlonel Anchor Requk d -..h Sid•oftha Frema Mw Ttba A LL Window A.h.T WI3h A 6,C6D 1r-25.9" 1 o 28'+ 1 1 W Windm Anchor TYPe woo A 8, _C& D lr-25.7 1 10 27+ 1 1 pwx5 JCT Py VMmu Bcildigl Cndt oV►r. lw' E<«p.nc B Mitmi Plednd J O a \1 7/ o* YNfy4f��%� P�'�.. •' M,10EN.SF '•. C�� '. * No.58705 �p0, VT2Er/F? •<(/� 1�'ss!ONAL A LYNN IGILL�A� d.E. zQ W z Q C/) 0a i o = J U J 0 z �<_ Lu 0 J LL W m QM Lu .O I.- (V lf3 O v coS O m W Z Q d "O W Z a O o oLL Q \1 7/ o* YNfy4f��%� P�'�.. •' M,10EN.SF '•. C�� '. * No.58705 �p0, VT2Er/F? •<(/� 1�'ss!ONAL A LYNN IGILL�A� d.E. Window Anchor Required 23• 0 OR HEIGHT DIMENSION SHOWN ON THE TABLE. G -W Anchor Substrate . Min.min.M Edge O.C. Dbtanea Dial— E mbed—1 Anchor plate Raq W? O 812, steel SMS (05) O Z 6063-T5 Alum, 318' 5W ..oar No A36 Steel wr 5/8' A60' No A663 Stud Gr. 33 3W 816' .048' 20 Ga. No A 814, 8leel SMS (05) .814. 410 SS SMS S. Pirro 6/r 1' 1-W No 6063-75 Abm. 3/6' Sir .Car No A36 Stell 318' 5111' .000' W A663 Std. O, 33 3'a' 5M' .04Y, 20 Ga. No B 1M' steel Ultmm 7 O Conchae 2-1/7 4' 1-W No Hollow Block 1' r 1-1H' No Hollow Block 2-1/7 S' 1-11C No N 1/4' etas] Uk— Hollow Block 1' r 1-11Y Y- C 1/4' 410 SS CletaFl•r 3.35k Cawnta 1• S' 1,14' No Hollow Bbck 2.1/7 r 1-11P No 012. at" SMS (GS) .812, 410 SS SMS S. PI- 016' 1' 1,/r Ys W63-13 Alum. 31r I SW .0713' Yaa A38 Steel Va' ISlr .060' Yas A653 Stud or. 33 3/r wr .046' 18 Ga Y- 814. steel SMS (G5) .814, 410 SS SMS F.Piro 5/8' 1' I -W Y- 9083-16 Alun. 31r S/8' .0713• Yes A36 Steel 3/a' 5/r A50' Yea A653 St cin 33 31r 6/r .045' 18 Ga. Yes D 1/4' at" Uk— 2.85k 0m.01 1' 4' 1,14' as 2.86k C.rereta 2-117 4' 1,/3" Yes Yea Hollow Block Flbd Bbck 2.1/7 2-1/7 r 4' 1-114' 1,/! Y- 1/4' 410 SS CrtleFlmr 3.35k Cannel. 1' r 1314' Ys 3.35k Gonanes 2-1/7 r1. Ya Hollow Block 2-117 1 r 1-1/P Y - — 5116' stall Ult-- 3.15k Cancrele 1-1/4' S' 1,If No Hollow Bloek 3-1/r r I1-1/4' No FilledBlock I 2-1/2' 5' 1 1,4 No 1) WHERE SUBSTRATE CONDITIONS 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 MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW: 7116" ANNEALED LAMINATED GLASS, 114' MASONRY ANCHORS INTO CONCRETE, -701-70 PSF DP REQUIRED AWNING ANCHORS: A) FROM TABLE 9. ANCHORS C & D ALLOW A DP OF .701-90. B) FOR THE JAMB, FROM TABLE 3, ANCHORS IN GROUP C HAVE 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. C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 9, A 34• X 61' FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE EXCEEDING THE REQUIREMENT OF +701-70 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 REWIRED IN EACH JAMB. ...... ra .. D) SIMILARLY, 3 ANCHORS ARE RGQUjtE N �� SaL. • E) DISTRIBUTE ANCHORS FOLLOWIN(OGUIDELM1E51FR *A%EVATpN ON SHEET 1. F) PER RULES ON SIIT 2, IftT41-1 • •m 00 ADDITIONAL ANCHOR ON THE FRAME aEIc@0%*Reft Min. Fx Mn. F. ASSEMBLY TUBE SIDE OF THE FIXED w 92 kst 120 ksi CASEMENT (HEAD & SILL). N 90 ksi 110 ksi • • *00 • •nm 155 kSi 177 ksi • • • • *Reft 027.4 ksi 160.7ksl m 18 ksi 22kb, 35 ksi 58 ksi • • •• • • •• • • tu0 33 ks1 45 ks1 0:0 •• • • • • 0:9 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4: Head Snubber Locations (Types 1, 3 & Glass Type: PVB !) SG (Types 2, S & 6) None 20' max. tom each end Required & 20' max O.C. SAMPLE CONFIGURATIONS: n 1 n i X'1 %11I I x O i x'•, j x �'•, o 0 /X\ O i'X �', 0 ;r X1, X iIX��'• •1 1 1 O O 1a�,p1 P rc y Pv' E .�{ 4• 1�. 10' 10' 1 I 4• 4• 4' I t 10.6• 1 4• 26• 13' + 13• ►•J, 34' PRODUCT REVISED as w 'piyin 'Ilk" the FWda Pnildlog Code „c�spt•,ee 2b )'1.0014.}1, Expired a Dae >nlo 04 I •p� i o z�m Z U_ o wo� V LYIVAf Ir qOR"I""s'ONAL E�`\1 l Ail11 A. LYNN �ILLER.115 P.E. W J O ..O O Z Ix m� I Z e Q F y"y O Q Q 00 r CL Z J .O d LU N� n C-4 N O` 0 Q O � o Z il9 C:1 a 00 LU O CL 0 Z >nlo 04 I •p� i o z�m Z U_ o wo� V LYIVAf Ir qOR"I""s'ONAL E�`\1 l Ail11 A. LYNN �ILLER.115 P.E. O O ..O O Z Ix m� I Z e Q y"y O Q Q n >nlo 04 I •p� i o z�m Z U_ o wo� V LYIVAf Ir qOR"I""s'ONAL E�`\1 l Ail11 A. LYNN �ILLER.115 P.E. TABLt b: Design pmsm aa0 b Wimms AttKhe1 to a Ver& d Fame A-luty Ttbe wmw widm FOR GLASS TYPES: Design Pm- (wD for Blrye Wmdo-, A9 AMhor Groupe 0 C D A 0 CAD A B CAD A 0,CAD A B.CA0 A B. CADCAD A B CAD NI A923• 1) 5/16- LAMI (1/8 AN - .090" PVB - 1/8 AN) +7D/m +rom +7dm .740-9D +7x40 .ro-ID .lam .70.-gD +lam +7b-90 .lam .70.-9D +7am .lam +rom •70/407am .7am +70140 .rom .701402.I&IW O .70140 +70.40.7W-00 +7b-90 +70im .7mm +70Im +701-90 ,70140 +7mm .7.. +7am +7bm +70/40 +7am +70/4070/40 .7mm .7940 +7dm .-AlmJ7 O .70140 +7p1-752 +7a -6D.9 .7bm +7b-831 +ro-OD +Alm ♦70.-'i1.4 +7bm +7bm +7am ♦70!40 +7mm +70/40 +7dm +7014070/40 e7am +7dm +70131.1 +ro-77.2E.&&' HEIGHT WWI- W41h +1-61 +/-489 +bM5 +7dm +r34 +70.-066 +7am H-413 +701.8D.6 +7b -W +/670.4 +79-065 .1657 ♦7d-837 e/b18 *701-70601-74.363• &4FOR WINDOWF7 I .dK 23 2575/16' 27-79' 30.314' 37 34• 9r 4B' 53-19' ed ,,4. 23' .701- 90 .701- 90 .701- 9D .701-90 +70.- 90j+70f-75.a • • +70.- 9D +701-90 +701- 90 +7&190 2.1416' -7W-90 +701- 90 +701- 9D .701- 9D +T01- 90 • +101-90 .701- 90 +701- 90 +701.90 3g +701-90 +701- 90 +701- 9D -701-90 +70/-90 +701-90 +7m- 90 .74031.1 +7d-71.2 50.5/9' +70%90 +70.- 9D +701- 9D +70..90 +701-90 .70f492 +70.-77.9 eD• .701-90 +m- 90 +701-90 +701-00.5 +7943 7 .70.-740. 63• +7x- 90 .70.- 90 +701- 90 +70/32.3 +7d-79.4 +701. 70.1 6r .70.- 9D +701- 90 +70.- 63.5 +70.- 78.3 +70.- 73.4 77 .70/- 9D +M471 .70/-77.4 0-110,3 .1-654 76• .701- 90 .700-546 .701-75.2 0-65 W .701-90 +740- 80.4 +70.- 70.6 TABLt b: Design pmsm aa0 b Wimms AttKhe1 to a Ver& d Fame A-luty Ttbe wmw widm FOR GLASS TYPES: Amh4r Group Art Pa Gro(p Aixt-Gm p Arciw GlWp A.WG -11-Groupmup AAcha Glop Ar w Arcllor4tiD G op GrupA 0 C D A 0 CAD A B CAD A 0,CAD A B.CA0 A B. CADCAD A B CAD NI A923• 1) 5/16- LAMI (1/8 AN - .090" PVB - 1/8 AN) +7D/m +rom +7dm .740-9D +7x40 .ro-ID .lam .70.-gD +lam +7b-90 .lam .70.-9D +7am .lam +rom •70/407am .7am +70140 .rom .701402.I&IW 'PVB•= TROSIFOLNVB BY KURARAY AMERICA, INC. .70140 +70.40.7W-00 +7b-90 +70im .7mm +70Im +701-90 ,70140 +7mm .7.. +7am +7bm +70/40 +7am +70/4070/40 .7mm .7940 +7dm .-AlmJ7 O .70140 +7p1-752 +7a -6D.9 .7bm +7b-831 +ro-OD +Alm ♦70.-'i1.4 +7bm +7bm +7am ♦70!40 +7mm +70/40 +7dm +7014070/40 e7am +7dm +70131.1 +ro-77.2E.&&' HEIGHT SEE SHEETS 1 under 23' .701m +70/m +70(m +7dm +701m .7m40 .70/46.2 .701-90 +70.-90 +70.-79.2 +74-90 +701-79.3 +1.63.7 +740-76.3 .70140 +/-0870 +1-61 +/-489 +bM5 +7dm +r34 +70.-066 +7am H-413 +701.8D.6 +7b -W +/670.4 +79-065 .1657 ♦7d-837 e/b18 *701-70601-74.363• &4FOR WINDOWF7 I ADDITIONAL WINDOW HEIGHT WINDOW I ANCHOR ��"111 WIDTH IIIFFFF LOCATIONS I +8940 .70/40 +7am +701-02.3 +70.-79.4 .70.-756 +701-7-70.1+70.-70.1 +70.-70.1 AND I+ WA)7T1 --4 QUANTITIES. --4 TABLt b: Design pmsm aa0 b Wimms AttKhe1 to a Ver& d Fame A-luty Ttbe wmw widm 46• 51.19• 60' ur4er 23' 25-15.16• 27-7/e• 3"4• 32• 3e•Im Amh4r Group Art Pa Gro(p Aixt-Gm p Arciw GlWp A.WG -11-Groupmup AAcha Glop Ar w Arcllor4tiD G op GrupA 0 C D A 0 CAD A B CAD A 0,CAD A B.CA0 A B. CADCAD A B CAD NI A923• ASSEMBLY TUBE +7D/m +rom +7dm .740-9D +7x40 .ro-ID .lam .70.-gD +lam +7b-90 .lam .70.-9D +7am .lam +rom •70/407am .7am +70140 .rom .701402.I&IW under 23' 2.15118' 27-718' 3034' 37 34' 3r 40.' .70140 +70.40.7W-00 +7b-90 +70im .7mm +70Im +701-90 ,70140 +7mm .7.. +7am +7bm +70/40 +7am +70/4070/40 .7mm .7940 +7dm .-AlmJ7 O .70140 +7p1-752 +7a -6D.9 .7bm +7b-831 +ro-OD +Alm ♦70.-'i1.4 +7bm +7bm +7am ♦70!40 +7mm +70/40 +7dm +7014070/40 e7am +7dm +70131.1 +ro-77.2E.&&' HEIGHT +701-72.3 +/579 +1-693 +7dm .164 +7mm +'70/40 M-396 +7dm +7am +701-67 +7am +701-77.0 +7am +7d-733 +7dmda92 N642 +7016P under 23' .701m +70/m +70(m +7dm +701m .7m40 .70/46.2 .701-90 +70.-90 +70.-79.2 +74-90 +701-79.3 +1.63.7 +740-76.3 .70140 +/-0870 +1-61 +/-489 +bM5 +7dm +r34 +70.-066 +7am H-413 +701.8D.6 +7b -W +/670.4 +79-065 .1657 ♦7d-837 e/b18 *701-70601-74.363• +/651 +/-465 +/65.7 +70.'-0&7 .Ib15 +79625 .70/40 +141.9 .70.-76e .7bm ./651 .74623 +1626 +701-794 .ISBB .--'A.1 LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. TABLE 7: Design Pleases (pso br Wlndoae Attwhed to • Hv@ental Fme Assembly Abe FRAME ASSEMBLY TUSE 10�' 'iMM-. I ADDrr ANCHOR Imo- (4), IF REQ. FRAME we4or wean ASSEMBLY TUBE WINDOW under 23' 2.15118' 27-718' 3034' 37 34' 3r 40.' 0.3-118' 110• O Anchor AnchD, Anchor Anchor Anchor Anclw GMW A.1-Gmp Amhor Group Group Group Gmup GmP Group All NI AI AA AI A B CAO A B C A D A B C D A HEIGHT I}}Z under 23' .701m +70/m +70(m +7dm +701m .7m40 .70/46.2 .701-90 +70.-90 +70.-79.2 +74-90 +701-79.3 +1.63.7 +740-76.3 .70140 +/-0870 +135.2 +1-W +701-90 +191 +1-48.9 +135.5 +701-90 25.15116• +70)m +7am +rom +rom +70140 +70140 +701-90 +7am +IW47.5 +701-90 +7am +701-70.5 +701m .rom +70140 H-01 +70/m +701m +701m +/34 +7013e6 +70/m +M-00 I ADDITIONAL 7.4 +70.-90 +7am +70..70.3 +70.-75.1 +7x39.9 +7am +ISD.7 +70/40 +rom +70f-90 +70140 +70140 .70140 .7a -W +/65.1 +70.-77.e +70-61.1 +1-04.9 +/37.6 +1-06.9 +7001.2 WINDOW I ANCHOR ��"111 WIDTH IIIFFFF (4), IF REO. LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. TABLE 7: Design Pleases (pso br Wlndoae Attwhed to • Hv@ental Fme Assembly Abe FRAME ASSEMBLY TUSE 10�' 'iMM-. I ADDrr ANCHOR Imo- (4), IF REQ. we4or wean WINDOW WIDTH B under 23' 2.15118' 27-718' 3034' 37 34' 3r 40.' 0.3-118' 110• O Anchor AnchD, Anchor Anchor Anchor Anclw GMW A.1-Gmp Amhor Group Group Group Gmup GmP Group All NI AI AA AI A B CAO A B C A D A B C D A Andw Group Anchor Grap B C D A B C D I}}Z under 23' .701m +70/m +70(m +7dm +701m .7m40 .70/46.2 .701-90 +70.-90 +70.-79.2 +74-90 +701-79.3 +1.63.7 +740-76.3 .70140 +/-0870 +135.2 +1-W +701-90 +191 +1-48.9 +135.5 +701-90 25.15116• +70)m +7am +rom +rom +70140 +70140 +701-90 +7am +IW47.5 +701-90 +7am +701-70.5 +701m .rom +70140 H-01 +70/m +701m +701m +/34 +7013e6 +70/m +M-00 39' 7.4 +70.-90 +7am +70..70.3 +70.-75.1 +7x39.9 +7am +ISD.7 +70/40 +rom +70f-90 +70140 +70140 .70140 .7a -W +/65.1 +70.-77.e +70-61.1 +1-04.9 +/37.6 +1-06.9 +7001.2 0 Z_ 5059' +70140+7am +7am .7x40 .70/-90 aro.85.5 +7017811 +70149.2 +7x39.2 +163.2 +701-77.9 .7x-77.9 +70.-T7.9 ❑ 0 0.D• +7dm .rom +7am .70.611.5 +70/33.7 +70.-79.6 +701-774.3 +7x-74.3 +701-74.3 or +8940 .70/40 +7am +701-02.3 +70.-79.4 .70.-756 +701-7-70.1+70.-70.1 +70.-70.1 or +70140 +7dm +70.-035 +701-76.3 .701-7?4 +149.4 +140 • • • • a 72• +7dm +70167.2 *70.-77.1 ./-09.3 ./-05.4 • 7W .7am .70.34.6 +7x-75.2 035 1 • • • • • 54' .7dm +71/40.4 +701-70.6 • • • • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. .. ... . ... . . •• • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f WINDOW HEIGHT FRAME ASSEMBLY TUSE 10�' 'iMM-. I ADDrr ANCHOR Imo- (4), IF REQ. WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. YAOrxN:`. T REVISED r• celaplYSrA w to the Florida B wry Code Aceepun.40 06 ?+J R= Date Byle Miami eAeTrnrhxlC pl- C4 0 W W O NuZ oZ O o° O N toO W Z O O .. Z (7 v �O 400 E,cn eZ �¢ �W x0 ¢ ® U�1 R �� I •tt@ x Z e Y a wz� o � p� w U Pte.•.•''L10ENq, No. 58705 ' lTE I�-r �.. ;Z, FS,S •'��o�RIDP..��•��•G��, ,,111 A. IAIt 1i, P.E. P.E.9 58705 O mLij I}}Z 0 W 0 Z_ 06 ❑ 0 LL - O a j ¢ e� pl- C4 0 W W O NuZ oZ O o° O N toO W Z O O .. Z (7 v �O 400 E,cn eZ �¢ �W x0 ¢ ® U�1 R �� I •tt@ x Z e Y a wz� o � p� w U Pte.•.•''L10ENq, No. 58705 ' lTE I�-r �.. ;Z, FS,S •'��o�RIDP..��•��•G��, ,,111 A. IAIt 1i, P.E. P.E.9 58705 FOR GLASS TYPES: 2) 7/16" LAMI (3/16' AN -090' SG - 3/16" AN) "SG'- SENTRYGLAS%Y KURARAY AMERICA, INC. LSEE Design Pm wm aei) sr Wlnddes Attalla b s Ha9as• For eAnmbly 8Le • SHEETS 1 OWN. Pressua (p.0 b, Single VWW-. AN Anchor Grape Wki.7e WI•A wrier la• 2i1'Str 27-7/r 30,314• 32 SP A• 46• 531/r Or &4FOR WINDOW -10' MMAX. under 23m 2&15Mr V-718• 3634• 32" 31• 37. 4r 53118• BD• under 23• .901-13D .6D'-130, 460/-130 .Ba -130 +W430 ,600430 .fie -130 .90f-130 ,601-135 +9e-130 25-1511(• .fie -130 .901-130 .601-130 .901-13D .60/430 .6x.130, +901-130 .901-130 +9x-130 +9x -l30 3r +90V-130 +91Y-130 .9e-130 .9x-130 +fie -130 .901-130 .fix -130 +9e-130 .9e-130 +9e-128.8 -B' w0/-130 .901-130 .901-130 +901-13D 4901-130 .9x-130 +9x430 .901430 or +901-130 +901-130 .901-130 +9a-130 +901-130 +9x.130 .901-130 83' +fix -130 +901-13D +901-1311 +fix -13D +9x430 -13D +901-129.8 (7• +601-130 +901-130 .901-130 +901-130 +90V-130 +9D( -13D 7Y 1901-130 +901-130 .901-130, +9x-130 +9x.130 7r +801-130 +901-130 +901-130 .901-13D 84• +9WA30 +9(V-130 I .901-130, FOR GLASS TYPES: 2) 7/16" LAMI (3/16' AN -090' SG - 3/16" AN) "SG'- SENTRYGLAS%Y KURARAY AMERICA, INC. LSEE Design Pm wm aei) sr Wlnddes Attalla b s Ha9as• For eAnmbly 8Le • SHEETS 1 BWVmW wrier la• 2i1'Str 27-7/r 30,314• 32 SP A• 46• 531/r Or &4FOR WINDOW -10' MMAX. WINDOW HEIGHT WINDOW ANCHOR 5"r +Tam 40 +7"40 .7x40 +7040 +7am +7&40 .7am .7"40 .70140 .7am ,7am +70140 .7am x 601 LOCATIONS HEIGHT .7am .7x40 .70140 .7am .7x40 .70'40 +70040 .70/406r AND WINDOW WIDTH QUANTITIES. Design Pm aura (Pei) tr Wiidoea AOeeMd No • Verlbsl Frsnne Assen•y Time WNdpw Whoa under 23' 25-15/10• 27-71r 3D3/P 32• 34• m A.W G.* Ancner Gp Andyra Gy Anchoroup Anch Gror Grap I Anchor (7rap Anchor Gmp 10•MAX. Design Pm wm aei) sr Wlnddes Attalla b s Ha9as• For eAnmbly 8Le • FRAME BWVmW wrier la• 2i1'Str 27-7/r 30,314• 32 SP A• 46• 531/r Or ASSEMBLY TUBE Arc7a Artlm Arclm Andy Arc hpr AnelwrOroup Ancller Gmp ArcAx Gera Arc1lor Gldup ArcAer Graq Gre1p Gra. Gmp Grap Gmp -10' MMAX. AA N M All A9 A B 1 C&D A B C&D A B C D A I B C D A 8 C D under 23• .7a40 -90 +7"m .70140 +70(40 +700-06] ,70140 +7"40 +ro-797 +7x40 .701-795 .1437 +701-76.3 .70040 .1-689 +1552 .146 .701.0 Hat .45.9 .158.5 .7x40 2&151M• +70140 -90 .7x40 +70/40 .rom .7x40 ,70140 .7"40 ,7am +7x40 .701451 +7&40 .70(40 .7"49 +701-769 .70140 ,7am .70140 *1475 .7x4166 .7am .7am WINDOW +7040 40 +7am +70!40 +701-99 +7"40 +7&40 +7"-90 +7am +70140 +7x42 .7"'40 +79140 +7am +7&-71 +7"41.3 .7"40 .70/40 +1629 .7x-72 .7x46.2 +7am 5"r +Tam 40 +7"40 .7x40 +7040 +7am +7&40 .7am .7"40 .70140 .7am ,7am +70140 .7am x 601 a.70f-9D +7040 40 +7am +70140 +7"40 .7"40 +7x49 ,7am +rom +7am01-90 HEIGHT .7am .7x40 .70140 .7am .7x40 .70'40 +70040 .70/406r +rom "m ,rom +7am +7am +7x40 .7am •• •• I WINDOW .rom .70140 +7040 .rom • • • • • • • ADDITIONAL Al .7am .70140 +70.90 • • • WIDTH • ANCHOR (4). IF RED. NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS- •• ••• •• • • • •• .. ... . ... . . .. • • . • . . . • 416411 :0 000 000 000 0.0 .. . .. • . • •... • • • Design Pm wm aei) sr Wlnddes Attalla b s Ha9as• For eAnmbly 8Le • "CIM BWVmW wrier la• 2i1'Str 27-7/r 30,314• 32 SP A• 46• 531/r Or • Arc7a Artlm Arclm Andy Arc hpr AnelwrOroup Ancller Gmp ArcAx Gera Arc1lor Gldup ArcAer Graq Gre1p Gra. Gmp Grap Gmp -10' MMAX. AA N M All A9 A B 1 C&D A B C&D A B C D A I B C D A 8 C D under 23• .7a40 -90 +7"m .70140 +70(40 +700-06] ,70140 +7"40 +ro-797 +7x40 .701-795 .1437 +701-76.3 .70040 .1-689 +1552 .146 .701.0 Hat .45.9 .158.5 .7x40 2&151M• +70140 -90 .7x40 +70/40 .rom .7x40 ,70140 .7"40 ,7am +7x40 .701451 +7&40 .70(40 .7"49 +701-769 .70140 ,7am .70140 *1475 .7x4166 .7am .7am 39• +7040 40 +7am +70!40 +701-99 +7"40 +7&40 +7"-90 +7am +70140 +7x42 .7"'40 +79140 +7am +7&-71 +7"41.3 .7"40 .70/40 +1629 .7x-72 .7x46.2 +7am 5"r +Tam 40 +7"40 .7x40 +7040 +7am +7&40 .7am .7"40 .70140 .7am ,7am +70140 .7am x 601 a.70f-9D +7040 40 +7am +70140 +7"40 .7"40 +7x49 ,7am +rom +7am01-90 .7am .7x40 .70140 .7am .7x40 .70'40 +70040 .70/406r +rom "m ,rom +7am +7am +7x40 .7am •• •• .7am01-90 +rom .7am • • • 75- .rom .70140 +7040 .rom • • • • • • • (f .7am .70140 +70.90 • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS- •• ••• •• • • • •• .. ... . ... . . .. • • . • . . . • 416411 :0 000 000 000 0.0 .. . .. • . • •... • • • • • • • • • • • • J -10' MMAX. m f -'•I WINDOW I ANCHOR WIDTH - (4)•IFREO. Q • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PR4)T71 C`r REVISM as -*Ott Milk •m Fie1f6 UuiWalg ('Odc acceprence No � ' �61A. E:+cp+re - Owe NS' .. nae Pnxinct Ct1440[ ASSEMBLY TUBE. �a 00 O 07 FRAME WINDOW w HEIGHT TUBE J -10' MMAX. m f -'•I WINDOW I ANCHOR WIDTH - (4)•IFREO. Q w SEE SHEETS 1 & 4 Q FOR WINDOW Q ANCHOR i� 0 - LOCATIONS AND QUANTITIES. SEE z SHEET 3 FOR ANY ADDITIONAL N ANCHORS r REQUIRED FOR Ln Dip THE FRAME N O ASSEMBLY TUBE. �a 00 O SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. O O W W a a¢ z erg J 0 rLL re J O w a B CO (L CO W W Q mH D O �Z O) 0 W _z � � O Z O z ;� w Q c NO �� owo >ne R o m •E t zui z V a wz� 8 ua� F �>rn o n ni 0 c LYNNE/ No. 58705 ZTECI � .FC "".%N ".% ORIDP..•'� ��: ' ANG ��N�At_ / A. LYNNIf�ILLER. PE. P.E.& 58705 FRAME WINDOW ASSEMBLY HEIGHT TUBE -10' MMAX. ADDIT.- f -'•I WINDOW I ANCHOR WIDTH - (4)•IFREO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. O O W W a a¢ z erg J 0 rLL re J O w a B CO (L CO W W Q mH D O �Z O) 0 W _z � � O Z O z ;� w Q c NO �� owo >ne R o m •E t zui z V a wz� 8 ua� F �>rn o n ni 0 c LYNNE/ No. 58705 ZTECI � .FC "".%N ".% ORIDP..•'� ��: ' ANG ��N�At_ / A. LYNNIf�ILLER. PE. P.E.& 58705 FOR GLASS TYPES: TABLE 11 � pROOUCT 125V!S£O 3) 7/8" LAML IG: (1/8" AN - 7/16" AIR - 118" AN -.090" PVB - 1/8" AN; As umpM7M1 +n61ha F1ar!e4 Aa<'.ePisnaE @lo 11+ 1 'PVB'= TROSIFOL PVB BY KURARAY AMERICA INC. satba pre BY Miami SEE SHEETS 1 8I FOR WINDOW WINDOW HEIGHT ANCHOR U LOCATIONS WINDOW AND WIDTH QUANTITIES. 0 LLJ -i LLI n as � .; 1 TABLE 12: W Z o Dxlg1 Pn Nm (peg b Wtubm Atteoha to a Vankal From Assembly Tube �-- 10" MAX. FRAME Q J WI d-WIIth ASSEMBLY 0 unrkr 23" 7515118' r -7/B' 303x4' 32 34' 3T 4tr 531/8" 8a TUBE c a Archr Croup Anchor Group Mehr Gray Arehor G.W Anchor Group Amhr GmW Amhr G roW Amts Glap Arch. G1a9 Arcter (carp J u O A B C D A 8 CBD A B CBD A B. CBD A B, CBD A B, CBD A B, CBD A B, CBD A B. CBD A 8,C&D WINDOW Lu antler 23' ala -m am -W .7pm +m -m amm +mm +7d -m amm .m -m .7pm a7bm .m-90 +m -W +mm +mm amm a7d-W .mAO .mm .mm +mm +mm a7pm .m -m HEIGHT a 2S1Y76' +7a -W +m -W +ram +101-91 amm amm +70-W amm +m -m +7dm a7bm amm amm amm +mm +7dm a7b-W amm amm amm +ram amm amm a7d-m ADDITIONAL IJJ 39 amm +7p-75.2 +7p-09.9 amm x7081.1 amm +70-90 am -77.{ +mm +71Ym a7bm ♦m -m amm am -m a7dm a7bm amfi7.4 a7pm +mm amm amdt.2 amd3.2 +7d.71.B +m-73.1 ��PIN ANCHOR U) CO Lu 0 ro 00.59' +70-72.3 +/57.9 0/88.3 +70Vm N431 amm +70-90 x!58.8 am -W a7dm +ib -01 +7d•W +ra-71.8 +m -W am -733 arom a1-07.3 +ram +(34.2 ara-0o s- (4), IF RC -0. N_ _0 3 Z 80' +l-01 +118.8 «38.5 +70m H31 +m-08.8 amm «30.3 arom.e aTdm +lffi.4 +m-0e.e N-05.7 +701-05.8 H-07.8 +70-01.7 a/38.8 +70-78.2 0 � u (b 0 O 6 +138.1 +148.5 ,/58.7 +70-08.7 «31.5 +ro-02.5 +mm +117.8 alp -78.8 amm +l-05.1 +70-04.4 a/-02.8 +70141.5 +/38.8 +70/-77.5 +134.1 ,m-71.9 _ � 0 SEE SHEETS 1 8 4 FOR WINDOW c o° � ANCHOR LOCATIONS AND QUANTITIES. R Y W Z SEE SHEET 3 FOR ANY ADDITIONAL u) (n p ANCHORS REQUIRED FOR THE FRAME ?) ?) a ASSEMBLY TUBE. O O Z Z 8 m fn ;; � O O acn "z �Q TABLE 13- Lu Q n &DITIONAI p WINDOWBLY � rn F1EMa!fT Y ,`ri eAX. o4 pZwI U �Qv o WINDOW I -ANCHOR Vtl1DTM I"�- (4), IF REQ. ^o z w U I SEE SHEETS 1 8 4 FOR WINDOW ANCHOR �� NY LYNN 'I, LOCATIONS AND QUANTITIES. SEE SHEET ; ,�0•. • • • •- •. It I 4f 3 FOR ANY ADDITIONAL ANCHORS ,.•' 1,10EN T,_ Z�� • • • • • • REQUIRED FOR THE FRAME ASSEMBLY • • • • • • • • • • • • TUBE. _ * No. 58705 go 000 s •• • • • • • • • • G • • • • • • • • •• • • '/1"ONAL �N``1 NOTES: • • • • • • • • • • • ,,SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • • • • /! I I I I I I 1 1111 A LYNN W LLER P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.a 65705 Desgn Pressure (ps0 M Shale Wlntlows, MI Amhr Groups WnraoW Width -der 23' 2St&18' TI.7IB' 30-3N' 3z 34' 3T 48' 5319' 80' oder Zr am- m +m- m .7a- m .70/-90 .7a- W +7a- W .7a- m .m- m .ra- W +m -W 26-151@' +7&- 90 +701- 00 +7d -W x70%m +70%W +701- to x70/ -m .70/- to +m -W a7a-m 39' am -m am- m a7d- W x70/- W +m- W +70/- m .701-90 ♦m- W ♦m932 a7d-73.1 SO�pT +7b -m alb -m am -m ala -m +7w- 90 +7a -W +701m 90 ♦mm 50' am -m W +70% W +m-08.8 +7d-05.8 a7d-01.7 a7d•78.2 eT .m -m aw-W .7a -W ,7aa{.4 ala -01s .m-774 .m.71.e gr ,7a- W .m- W .m-0s.B as -75.3 .7d- 753 ,7a- 712 7z +701. to +m-09.5 +7d-79.1 a7d-71.1 a/-87.1 75• +701-90 +70/-86 -1- aa- n.z +/- ees tw• .70f- 90 • • • Despt Presstae Ipso b WIn0p4s Nta MO to aMontorstl F2rneAssembly illhe • • • Wltln • • BWlntlow uNeG 21' 25-1Y7E Z7-718' 30..14' 37 3/' 37' 46" 6Y Arc11g Arch Amtef Arc14x Arc119f Amtw Orotry Amha bap Arcier Grmp Gray GI040 Gwp Gta9 GioW Arc1IX (7.rOtq Anchg CiOup All M N All As A B CBD A B CBD A B C D A B C D A B C D uroa z3• -go .mm .lam .lam amm .7a -m +7a -e62 ,7o/m +70( -DD +ro-79.z +mm +m-795 «-0s7 ,7aas.3 aam .1-089 «352 .lr,B +mm «-0t «-4e.P .1385 .ram • zslsx• .lam .ram ala -m .7bm .ram arom .lam .ram .m/-07.6 amm .mm .raaos .mm .mm aam ./31 .mm .lam +ram «54 .raa6.6 amm +ram • • 3g +Tam .ram .lam ,lam .roan +lam ,lam ,mm x701-07.4 amm amm +m-703 am -74.1 +7x-00.9 .lam «50.7 ,155.1 +ra-778 a7d-83.2 N11.0 «57.6 «4i8.8 +m-79.1 t 50&C a7am +mm ,lam +lam amm ara-05.5 +lam ,mm ara88B amm ♦mm «4x12 .iam ,mm +7d•Bo • 0.0 • 60' +lam aram +7bm +ra-0e8 a7affi.B +7p/ -0t.7 ala -07.7 +701.8171+701-75 .8 ala -782 N0-76.2 • • 63' +lam amm +7bm +70!-041 a7a-01 5 +7W-77.5 +7d-77.5 +7d -I15 ♦m-710 +m-77.9 +m-719 • • 6T +7bm .mm +701556 .701-789 a7d-75.3 ,70/-7t.2 70? 712 +7a-71.2 7z +7dm .7x505 x70.1-70.4 +m-71.7 x/57.1 78' +7dm aroffi.8 am -772 +/56.6 • • M +7W 410 +70,.8251+ m-727 • • • • • .7a -5z.5 as -7z.7 • • • Despt Presstae Ipso b WIn0p4s Nta MO to aMontorstl F2rneAssembly illhe • • • Wltln • • BWlntlow uNeG 21' 25-1Y7E Z7-718' 30..14' 37 3/' 37' 46" 6Y Arc11g Arch Amtef Arc14x Arc119f Amtw Orotry Amha bap Arcier Grmp Gray GI040 Gwp Gta9 GioW Arc1IX (7.rOtq Anchg CiOup All M N All As A B CBD A B CBD A B C D A B C D A B C D uroa z3• -go .mm .lam .lam amm .7a -m +7a -e62 ,7o/m +70( -DD +ro-79.z +mm +m-795 «-0s7 ,7aas.3 aam .1-089 «352 .lr,B +mm «-0t «-4e.P .1385 .ram • zslsx• .lam .ram ala -m .7bm .ram arom .lam .ram .m/-07.6 amm .mm .raaos .mm .mm aam ./31 .mm .lam +ram «54 .raa6.6 amm +ram • • 3g +Tam .ram .lam ,lam .roan +lam ,lam ,mm x701-07.4 amm amm +m-703 am -74.1 +7x-00.9 .lam «50.7 ,155.1 +ra-778 a7d-83.2 N11.0 «57.6 «4i8.8 +m-79.1 t 50&C a7am +mm ,lam +lam amm ara-05.5 +lam ,mm ara88B amm ♦mm «4x12 .iam ,mm +7d•Bo • 0.0 • 60' +lam aram +7bm +ra-0e8 a7affi.B +7p/ -0t.7 ala -07.7 +701.8171+701-75 .8 ala -782 N0-76.2 • • 63' +lam amm +7bm +70!-041 a7a-01 5 +7W-77.5 +7d-77.5 +7d -I15 ♦m-710 +m-77.9 +m-719 • • 6T +7bm .mm +701556 .701-789 a7d-75.3 ,70/-7t.2 70? 712 +7a-71.2 7z +7dm .7x505 x70.1-70.4 +m-71.7 x/57.1 78' +7dm aroffi.8 am -772 +/56.6 • • M +7W 410 +70,.8251+ m-727 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0.0 • • • • • ••• • • • ••• • • FOR GLASS TYPES: 4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN -.090- PVB - 1/8" AN) "PVB'= TROSIFOL®PVB BY KURARAY AMERICA, INC. -1- SEE SHEETS 1 A 4 FOR WINDOW Desl9n P-- (p.0 tr Single Wcr iow All A.hor Gbape Wlndav W 4th WINDOW HEIGHT F-1uMW27 ANCHOR -W ,w 27 2&1616' 27-718" 3D W'F+70140 WINDOW WIDTH 34' 3r 46' 53-1IW W undW Zr «rom +rom .ro40 ,70140 I +70(.90 +7&40 +70/-00 +70/40 +rom 2515116• +70140 +rom .70140 +701-00 +70140 +7Wm.7/462 .701.40 +70/-746 +lam +70/-0 +ro-00 +7&40 ,701-0 3P +7&40 +7&m +7&40 +rom .rom +7x40 +7x40 +rom +701-81.2 � 50.&r +70(40 +rom +7&40 +lam Q +70140 +70140 +mm.8 60' «70140 +7,40 +7(140 +70/40 +70140 +70/-84.6+7&40 CL +70140 +70140 +70/-90 O Z +ro46.1 +70/-79.9 Q) oc7 Z Qr +lam +lam +7x40 0/1,47 .70/-79.1 72• +rom +lam +ro-0e.2 +7,-79 76" +lam +lam +70/-05.8 +70/-74 64' +rom +7x40 +7x-0.8 FOR GLASS TYPES: 4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN -.090- PVB - 1/8" AN) "PVB'= TROSIFOL®PVB BY KURARAY AMERICA, INC. -1- SEE SHEETS 1 A 4 FOR WINDOW FRAME WINDOW HEIGHT F-1uMW27 ANCHOR !3'118' 60' -MAX LOCATIONS Arcror Grdp Ar f -G -W WINDOW WIDTH AND QUANTITIES. Dmign Pm- (pe0Its WWdowe Atteehee to 9 VenkW Fume AeeeW* Tube Wetlow Wdlh oder z7 2&15U6' 27-716' 3031f 32' 34' 3r 46' 51.1/8' BO' Andra Gaup Archon Grap AMhW Group Anchor (slap AnohW Group Amhor Gmup Anotar. Gray Anew Gray Anew Group Anchor GmW A I B C D A B CAD A 1 B CAD A I B, CBD A B. CAD A B,CAD A 8, CAO A B CAD A S. CAD AN Wer 27 +70/-90 +7111-D +70/-90 ,70/40 +rom +lam +7(Y -9D +ro-eo +70/ -BO .70/'-90 .lam ,%95 ,7fY-W ,lam +70/40 .70/-90 +ro-99 .lam +711 +lam +70/40 .70140 +7x-90 +700-91) 2&15+18' +70/-90 j+/-%.9 +70 80 .7&m ,7am +7,40 .701-90 +70/.90 +ro-91) .70/-91) +rom .7&m +mm .7am .7Wm .70190 .7,.90 .7am +70/-90 +7am .7am .7am +7x-90 +7a -9D 39' aro-90 +7&-99.9 +7&40 +701-83.1 +70/-9D +70/-90 +70/.77.1 . 1-90 +7&40 +7am +7am ,701-W +7W-90 .7&m +700-00 +7&-07.4 .70/-90 +7W-90 +7am +7am +70/-01.2 +7am +70/-01.2 50-W8" +7(V -7Z3 +/-W,3 +7&40 +144 .7&m ,rom +I -%.A +70 .7am +701-81 .701-90 .70/-77.9 .ro-OD .ro-73.3 .ro.90 .187.3 +7am .7017z.2 +70/-98.e a7W-08.9.181 +/.W,S +7am +Is4 +701-06.6 +701-90 +1.603 +70/-806 +ro-90 ,189.4 +7&-91) .1-05.7 .rom .1818 +rom .1.68.9 +701-84.6 +/561 +155.7 +70/-88.7 +1-51.5 +7,82.5 +ro40 +1.17.9 ,7&.78.8 +7am 185.1 +7& -BO 1-82.6 ♦7am +1-599 ,7x-08.1 +184.1 +70(-79.9 N(DTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• ••• • ••• • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • j 10' MAX Dwign Poseurs (pgQ AW W MDes AttKW tD A Hurb.ortal Frame A494mbly lube FRAME W11WA1 tNOIl F-1uMW27 94' 37' 46' ZS1S16' 27 16* 31)8Ifk+I !3'118' 60' -MAX Arch ArcIW ArKhW ArcrorAvera Group AnchorGDup AnbIto, Group Grafi _W Group GrayNI Arcror Grdp Ar f -G -W ADDRI AA AA AllA B CAD A B CAD A B C D A B C D A 8CuMc 2r +rom +70140 +7x-90 +70/407am +701-66.2 .7am +7am +70'-79.2 +7x40 +701795 +1837 +ro-763 .rom +1489 +1552 +186 +rom +181 +1489 .1885 +7am21,1&16" +7am .70/40 +7am .70'4070/-90 .7am .70140 .'70/876 +6040 .70140 +A/ -70s +7&40 .701-91) +70/-90 +1-61 +70V-0 +70/-90 .7Wm «54 +701-066 +7am31)' +7am +70/40 +7am .7am70140 +7am +70140 +7/87.4 .7am +7am +70/-703 +7x-751 +7,899 +7am +1809 +1W1 +70/-778 +Alm .0449 HS7.6 .1589 +71141.2 TOSS' «rom +7W-0 +7x40 +7Wm7&455 .7x40 +7/40 +7/496 +7x40 +6/40 .7&-722 +7x-%8 .7x46.6 +70/486 I 6V +7x40 .7&40 +70140 +7x40.701-00 +7x40 +7&40 .70/41.6 +7x446 +7x446 63' +70140 .7/40 +7x40 +7x4071)/46.1 +7x46.1 .7x46.1 +7&-709 +ro-799 +70/-799 "'yyy111 6r +7x40 +7/40 .7x40 +70147 +70,436 ♦7&-79.1 +7x-791 .70'-701 77 +70140 +7Wm.7/462 .701.40 +70/-746 71, .7x40 .7/40 +7,456 +70/71 • •: Be +rom .701m +70140.8 IF • •• • N(DTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• ••• • ••• • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • j 10' MAX WINDOW FRAME HEIGHT ASSEMBLY -MAX TUBE WINDOW ADDRI WINDOW WIDTH ANCHOR (4). IF REQ. HEIGHT I I ADDITIONAL w WINDOW I ANCHOR "'yyy111 WIDTH liifff (4), IF RED. SEE SHEETS 1 6 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. i - FRAME WINDOW ASSEMBLY HEIGHT TUBE -MAX m ADDRI WINDOW WIDTH 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. PRCNXiQT REVISED c�®PIYm6 w0L the FbWMA l±uddioe (:ode �rrn �1-0614-��2'3 sy n41 oduct c0 2 ,r1 rn 0 a z wz � �grc � o ^oZ w O U 1111 II CNV LYNNM'�,,� * No. 5870115 '�O• -� 5T TE OF •lV�� i � -• Icl ORlO \ ,1111111110, A LYNN MILLER. P.E. P.E.e 58705 O m a w z_ 6� g D J w a .O GD r r N O W D' Q a Z 60 ti U) w o Z Y Y CL O O Z O Z o r uJ Q) oc7 Z It iQ' 0/W c0 2 ,r1 rn 0 a z wz � �grc � o ^oZ w O U 1111 II CNV LYNNM'�,,� * No. 5870115 '�O• -� 5T TE OF •lV�� i � -• Icl ORlO \ ,1111111110, A LYNN MILLER. P.E. P.E.e 58705 •. O Design Pressum (pal) ew Single WlMows. NI AMha Groupe Window Wkth wxW 27 25-15116' t 27-7fW 30-314• 32' 34' 3r 46' 53-1/11' 60' •• under 23' +90/-130 +601-130 1 +90/-130 +901-130 +901-130 +9N-130 +M-130 +911-130 +9d-130 +W-130 2515.16• +901-130 +901-130 +90-130 +90-130 +901-130 .901-130 .901-130 +901.130 +901-130 .907-130 BWN1mw 39' +901-130 +901-130 .ea -130 +979-130 +eN-1130 +9W-130 +goy -130 +90/.130 +901-130 +901-130 ASSEMBLY TUBE 60-0111' +901-130 +901-130 .901-130 +901-130 .901-130 +901-1130 +901-1130 .901-130 WINDOW 86' +901-130 +9W-130 ,9W-130 +901-130 +90/430 +901-130 .901-130 11rnc 2r +70183 .7040 .70'-00 .701-00 .79-90 +70-00 .7&-06.2 +7W40 .7W-90 .7.7-702 +7940 .ro-79.5 H-03.7 .ro-76.3 +701-00 Om0 +1332 +1016 +m4D .1611 ./418.9 ./68.5 +7940 8r +901-130 +901-130 +901-130 +901-130 +901430 .901-130 .901-130 HEIGHT 67• +9W430 .901-130 +9W-130 .901-130 +901-130 .901-130 503'6' +7040 .7940 +704D +7040 +7940 .7040 +7&40 +7940 .70-9D +7940 +7940 .701-W +7940 +7940 +70-00 72' +901-130 +901-130 .9W-130 .901-130 +901-130 .7040 .79-00 .70-90 .7040 +70140 +70-90 +7040 •70140 .7W-gD +70, .70140 76' +901-130 +901-1130 +901-1130 .901-130 +7040 +7940 +701.90 +7040 +ro4D +701-90 .7040 .70140 +70'-90 +7940 .7940 84' +901-130 1 +901-130 .901-130 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 6) 7/8" LAML IG: (3/16"T - 1 /4" AIR - 3/16" AN - .090" SG - 3/16" AN) 'SG-= SENTRYG Y KURARAY AMERICA, INC. LSEE Design Pmsum D»q tr Win"S Anal red M a Hatiartai Frame Assembly T710e •• SHEETS 1 BWN1mw udder Z7. 25-11216' 27.716' 30414• 32' 34' 3r 46' S3 -v8' 60' ASSEMBLY TUBE & 4 FOR WINDOW Ni I AN I AN All AD A B CBD A B CBD A B C D A B C D A B C D 11rnc 2r +70183 .7040 .70'-00 .701-00 .79-90 +70-00 .7&-06.2 +7W40 .7W-90 .7.7-702 +7940 .ro-79.5 H-03.7 .ro-76.3 +701-00 Om0 +1332 +1016 +m4D .1611 ./418.9 ./68.5 +7940 WINDOW HEIGHT +70'40 +7940 +7040 +701-00 .70/4o +70-00 +70'79 +70140 .7x40 +7&4D +70140 +7042 +70'40 .7940 +7W40 +70-71 +7(941.3 .70,-90 .7040 +1429 +70-72 +7&-867 +7&400 503'6' +7040 .7940 +704D +7040 +7940 .7040 +7&40 +7940 .70-9D +7940 +7940 .701-W +7940 +7940 +70-00 ANCHOR .7040 .79-00 .70-90 .7040 +70140 +70-90 +7040 •70140 .7W-gD +70, .70140 6r +7040 +7940 +701.90 +7040 +ro4D +701-90 .7040 .70140 +70'-90 +7940 .7940 LOCATIONS I ADDITIONAL .7040 .moo .7am .70140 • • • • � WINDOW �- QUAND ANTmEs. Design Pess (pa9 for Windows AnwW to • Vertical Frame Assemay Tube Wind- Wldlh .der 2r 25-15116' 27-7111' 30314' 32' 34' 3r 46' 53118' 1 80' Anchor Group Arch. Gray AMha trap Anolw Group AMhm Gmrp AMhw GrDW AGroup Gia Ah. Grap AMMr rOUP Gray mp p A 1 B 1 C D A I B CBD A B CBD A B,CBD A B,CBD A B,CaD A B CBD AN M M under 23' .70140 .701-90 +7&-90 .ro-90 +7040 +7&-00 +701-90 +7&-00 .701 -BO +701-00 .7&-90 +7&-00 +7&4. +700-00 +ro-90 +70-0D .7&-90 .701-90 +794. +7&-90 .79-90 +701-90 251&16'251&16'.70/4)0 .m-0/ +ro-90 +7&-9D +70f -OD .7040 +7&-90 .7&40 .79-00 +701-90 +70-00 +7W-90 +m-90 +79-00 +79-90 +701-00 +m -9D +70F90 -701 +70-90 +707 .79-00 +701-00 .m-752 +701-89.9 +7&.90 +70/-00 .7&-0. +70/-90 +7940 +701-90 +79-90 +701-00 1 +7&-90 +7&40 +7&40 +701-90 +70.90 .7&40 +701-90 +70/-90 +701.90 +701-00 +70/-00 5-0516' .7&-72.3 +1-57.9 +169.3 +ro-W +m-90 +M -W +7&-W +7&-09.4 +70-90 +701-90 1100,111+701-90 +m-77.9 +79-00 +7&-73.3 +701-00 +701.89.8 +701-90 +70MI0 +7019. 60' N -0t +/38.5 +701-0/ a7&-01.1 +701-86.6 +m -W .7&-75.5 +79AIJA +79-90 .1-06.4 1 +7&410 +/-55.7 +701-00 H41.8 +701-00 +70-75.8 +701-90 +7&-90 Br +/-M 1 +1.48.5 +I -M5.7 +101-88.7 +7&-772 +7042.5 +7&-90 +701-71.9 +m-78.8 +70-90 +/-05.1 +70-00 +/ffi.6 +79-00 .ffiB.9 +70-00 +701722 +701-1111.7 10' MAX. Design Pmsum D»q tr Win"S Anal red M a Hatiartai Frame Assembly T710e •• FRAME BWN1mw udder Z7. 25-11216' 27.716' 30414• 32' 34' 3r 46' S3 -v8' 60' ASSEMBLY TUBE M Arc Mr AMInX Ana Arch Arcfw Anchor Gr MP Anchor G.W AMha Gsxp Arc Mr Grap Antra GIa10 Group Group Grata Grout t3rap • Ni I AN I AN All AD A B CBD A B CBD A B C D A B C D A B C D 11rnc 2r +70183 .7040 .70'-00 .701-00 .79-90 +70-00 .7&-06.2 +7W40 .7W-90 .7.7-702 +7940 .ro-79.5 H-03.7 .ro-76.3 +701-00 Om0 +1332 +1016 +m4D .1611 ./418.9 ./68.5 +7940 WINDOW 39' +70'40 +7940 +7040 +701-00 .70/4o +70-00 +70'79 +70140 .7x40 +7&4D +70140 +7042 +70'40 .7940 +7W40 +70-71 +7(941.3 .70,-90 .7040 +1429 +70-72 +7&-867 +7&400 503'6' +7040 .7940 +704D +7040 +7940 .7040 +7&40 +7940 .70-9D +7940 +7940 .701-W +7940 +7940 +70-00 HEIGHT .7040 .79-00 .70-90 .7040 +70140 +70-90 +7040 •70140 .7W-gD +70, .70140 6r +7040 +7940 +701.90 +7040 +ro4D +701-90 .7040 .70140 +70'-90 +7940 .7940 f I ADDITIONAL .7040 .moo .7am .70140 • • • • � WINDOW I ANCHOR WIDTH III��- (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• Design Pmsum D»q tr Win"S Anal red M a Hatiartai Frame Assembly T710e •• Wldm BWN1mw udder Z7. 25-11216' 27.716' 30414• 32' 34' 3r 46' S3 -v8' 60' •• M Arc Mr AMInX Ana Arch Arcfw Anchor Gr MP Anchor G.W AMha Gsxp Arc Mr Grap Antra GIa10 Group Group Grata Grout t3rap • Ni I AN I AN All AD A B CBD A B CBD A B C D A B C D A B C D 11rnc 2r +70183 .7040 .70'-00 .701-00 .79-90 +70-00 .7&-06.2 +7W40 .7W-90 .7.7-702 +7940 .ro-79.5 H-03.7 .ro-76.3 +701-00 Om0 +1332 +1016 +m4D .1611 ./418.9 ./68.5 +7940 25-1&76• 7011D +79-00 .7040 +7014D .79-90 +70-90 .7040 +7040 .mAD +79-00 +7040 +7948.1 .701-00 .moo +7.40 +70.763 +7990 +701-90 +7040 +147.5 -70V. +7940 +7940 39' +70'40 +7940 +7040 +701-00 .70/4o +70-00 +70'79 +70140 .7x40 +7&4D +70140 +7042 +70'40 .7940 +7W40 +70-71 +7(941.3 .70,-90 .7040 +1429 +70-72 +7&-867 +7&400 503'6' +7040 .7940 +704D +7040 +7940 .7040 +7&40 +7940 .70-9D +7940 +7940 .701-W +7940 +7940 +70-00 i 6D' .7040 .79-00 .70-90 .7040 +70140 +70-90 +7040 •70140 .7W-gD +70, .70140 6r +7040 +7940 +701.90 +7040 +ro4D +701-90 .7040 .70140 +70'-90 +7940 .7940 6r 72 +70'40 +7940 +70-90 .7040 .70/40 +70-00 +7940 +7940 .7am .moo *7 -gD +701411 +7940 • 76' .7040 .moo .7am .70140 • • • • Be .70140 +mm +7040 • • • - • - NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• ••• •• • • • •• ASSEMBLY •• ••• • ••• • • WINDOW ANCHOR WIDTH � (4), IF REQ. Co LL lop • • •• • • t • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. vROO11CT R$vl� as e.�T*a8 +iib the Rf9r+da OuiMa* Code .Auccgana No T?1ip11e7j0• Dau ay nr,. Dee. cdls'ot FRAME W94DOW ASSEMBLY HEIGHT TUBE IMAX_ `n 1J0' ADDIT WINDOW ANCHOR WIDTH � (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. vROO11CT R$vl� as e.�T*a8 +iib the Rf9r+da OuiMa* Code .Auccgana No T?1ip11e7j0• Dau ay nr,. Dee. cdls'ot O Y W Q �m a Fz I` - r (n W N W ❑ OZ " Z u) y O ❑ Y Y W Z cn a a Z =li nin Tna(� Z o «w oxW y' ---jO❑ Q > c a o Rw 0 I o m �u21 �0 >m Y o � o � 11111 / NY LYNNMy * ; No. 58705 App STATE /F• flow; /ONA� A. LYNN MILLER, P.E. P.E.# 58705 uLLI m ❑ LLI a c� z `n 0 n o Co LL O Y W Q �m a Fz I` - r (n W N W ❑ OZ " Z u) y O ❑ Y Y W Z cn a a Z =li nin Tna(� Z o «w oxW y' ---jO❑ Q > c a o Rw 0 I o m �u21 �0 >m Y o � o � 11111 / NY LYNNMy * ; No. 58705 App STATE /F• flow; /ONA� A. LYNN MILLER, P.E. P.E.# 58705 Item Dwg. # Description Mat 1 7002 Main Frame Head, Sill &Jamb 6063-78 Alum. 2 7071 Anchor Plate 606318 Alum. 3 7003 Sash Top, Bottom & Side Rail 6063-76 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 1 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187' x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 1 7015 jTie BarAssembly Steel or SS 16 7029 1 Maxim Projected 0 erator Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator BackinPlate Steel 19 7051 O eratorS acerBlock Nylon 21 7034 O eratorTrack&Slider Steel 22 7023 Projected Hinge, Manuf. by Truth Steel 24 1 Snubber, Anti -blowout ClipSteel 32 1 1713 Setting Block 5/32"x3/16"x1-1/4!' EPDM 33 1 1714 ISetting Block 5/32"x 7/16" x 1-1/4" EPDM 35 7036 Bead B 6063 -TB Alum. 36 7042 Bead C 6063-T8 Alum. 37 7059 Bead D 6063 -TB Alum. 38 1224 Vinyl Bulb Wst Thick Flex PVC 70 39 1225 Vinyl Bulb Wst (Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 60 1 7006 1 Screen Frame 3105-1-114 Alum. 61 1 7040 Iscreen Comer Key Polypropolene 62 1 Iscreen Cloth Fiberglass 63 1635 IScreen Spline EM. PVC 64 320 Casement Screen Spring Stainless Steel 70 134 Add-on Flange 6063T6 Alum. 71 7004 Frame Assy Tube 6083-T8 Alum. 72 Maxim Pivot Slider Assembly Steel 80 #8-32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8 x 1/2" Ph. Pn. SMS Stainless Steel 82 1 #8 x 5/8" FI. Ph. SMS Stainless Steel 83 1 1#8x 718" F.H. Ph. SMS Stainless Steel 84 1 1#8x 1" FI. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #10x 1/2" Ph. Pn./TEK Stainless Steel 89 #10.24 x 9/16" Ph. Pn. TYPE F Stainlass Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel AS R TAF • • • • 000 • • • ••• • • • see I * :� No. 58705 •: * _ • • • • •4 • • • � b e (� � �:y�:'!%� r • ST 1070 TECHNOLOGY DRIVE •• • • • .� ��{� • i'�'•.,FC ORIDr!••' \ 4, N. VENICE, FL 34275 (941) 480-1600 i i i • • i s�......• s i • i R CONAL VCCC\�. • COPYPJGWO2017 PGT INDUSTRIES. INC. • • • V V f aa ``\ ANZ \ P.E. • A. LU KL RIGHTS RESERVED REA 58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • JR IIR(N)UC7 REVISED Y6 a 14ying Mitts dw Florida Arol. 3 O+re ofe: Revision 05/25/17 NO CHANGES THIS SHEET. R4+• vfe:I Rev;s;on BOM AND CORNER VIEW J ROSOWSKI AWNING WINDOW DETAILS - LM & SM 08/08/12 AW -740 I NTS I 10 OF 11 I MD-AW740LM I C STRUCTURAL 114" NOM. POLYISOBUTYLENE WITH DESICCANT EXT. GLASS INT. GLASS O,oD KODISPACE ACf-` TDC HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3/16" NOM. WITH DESICCANT EXT.GLASS INT. GLASS SUPER 1p7 QDAf`CD@AIVT- ANT FILL AREA cmcry I POLYISO-FINT.GLASS Description BUTYLENE- 100 5/16" NOM. • • • • • • • • SEAL Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for Materials BUT 103 Cardinal Xt. Edge Spacer • PGI Ir dl9mIES. Nc. ALL RIGHTSRESFRWD ILICONE SEAL DESICCROLL-FORMED Series/Model: AW -740 Scall: NTS Sheet: 11 OF 11 Orowin9 No. MD-AW740LM Rev: C CERT. OF AUTH. #29296 FSTAINLESS • • • STEEL • • • • • •• EXT. GLAS &OAM • •• •• ••• • • • ••• • • EXT. GLASS SS DURASEAL8 XL EDGETM ,oz 103 SPACER SPACER Part # Description Material 100 Kommeding 4SG TPS Spacer System • • • • • • • • 101 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for Materials 102 Quenex Duraseal Spacer 103 Cardinal Xt. Edge Spacer • PGI Ir dl9mIES. Nc. ALL RIGHTSRESFRWD r[crcr�cm,e seat tcervrt I a: r l l-Ol I r, onoo a oer� 43 NOW .434' 2.919' NOM. d 0,2, NOM. 1.159' 2 2.784" .139' OFRAME HEAD, O SASH TOP, SILL & JAMB BOTTOM &SIDE. #7002,6063-T6 #7003,6063-T6 0 1.356" �j o 1 .040•-a{��j- 1.000' 1-� .441" I 'A .423' -+y FIXED OANCHOR PLATE 60 SCREEN FRAME #7071, 6063-T6 #7006, 3105-1-114 .050' �1 �= •' �: ® .05D" .865' ur trn oy: J ROSOWSKI • • • • • • • • BEAD B 36 BEAD C o35 #7036,6063-T6 #7042,6063-T6 o�+ .172" .870' .05T I— .569' 37 BEAD D #7059, 6063-T6 11u1nrr • • • • �y Revised By: Dote. Revision • • � phi ..i.H �� ♦',CLINe)'rJ-i? JR 05/25/17 NO CHA • ••; r�'' • � • • • • • L 'p • Revised BY: Dote: Revision •• ••t* b• N4ti870e •PIT •. •r *� .125• 2.701" .062' 093• 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 1.187" r .05a 70 ADDON FLANGE #134, 6063-T6 PRODUCT REVISED x, omplyirg r i1h the Florid. Owdioa Cods AD=Vm1nria•e•06143 THIS SHEET. M Dhy ••• �= •' �: ® Description: EXTRUSIONS & SPACERS ur trn oy: J ROSOWSKI • • • • • • • • • � i •'••'200►. ,••'�•. • �,� 1070 TECHNOLOGY DRNE • N. VENICE, FL 34275 (941) 460-1600 7ifle: AWNING WINDOW DETAILS - LM & SM Oafe: 08/08/12 • • • • • • �/�y/y �r1Csy4 • 11 R rJJ� 110 P. • • ALYI.110MIUER,P� P.E.R 58705 • PGI Ir dl9mIES. Nc. ALL RIGHTSRESFRWD Series/Model: AW -740 Scall: NTS Sheet: 11 OF 11 Orowin9 No. MD-AW740LM Rev: C CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMaDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida wilding Code, including the High Velocity Hurricane Zone.- . . .... ...... .. .... DESCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I. . • • .. • • • • • • ; APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window•his ration Guid•elines";• sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by ftnufac"ger'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:�o�pty Product •Gontrof • • . .... ...... Section. ... • .. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's ;amc•nr logo, city, state!....: model/series, and following statement: "Miami-Dade County Product Control Approved", unlese91mrwise 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 and renews NOA# 17-0614.11 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. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 , 8�t31i� 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. 08-1112.09) 2. Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing W,oratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL.8970, date%.11f16/1�,."... 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis:Ortega; A.-�. • (Submitted under NOA No. 16-0629.14) 966:06 ' • • • • • • • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0 0 0 * • 0 :....: 2) Uniform Static Air Pressure Test, Loading 1%r.FK, TAS92Q2-94 .... 3) Water Resistance Test, per FBC, TAS 202-94.... •... ..:..' 4) Large Missile Impact Test per FBC, TAS 261-94• • • • • • • • •; • 5) Cyclic Wind Pressure Loading per FBC, TRS103-94 ' 6) Forced Entry Test, per FBC 2411.3.2.1, an4 TA$ 202- 4 • • ; along with marked -up drawings and installation diagram of an'aluinmum fixed. window, prepared by Fenestration Testing Laboratory, Inc., Test Report Iia.: • - FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel er z, .E. Product Control aiyiner NOA No. 18 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014) and FBC 6th Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 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 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 0.0 0 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying*vAh the ... • • following: • • • • • • • a) ASTM C864 Specification for Dense Elastomeric Compress 6rgeal Gatkets, • • • • • Setting Blocks, and Spacers with Option II exceptions. • • • • • • :0000: b) ASTM D412 Standard Test Methods for Vulcanized RubbO>; ddd'Therm�lpstic ; • • • • Elastomers - Tension of 1600 PSI. • • • • .. 0000 00000 c) ASTM D395B Test Methods for Rubber Property - Compressitm Set for 29- f -IRS .... • • 158°F. .00000 0 .' d) ASTM D 624 Test Method for Tear Strength of Conventiodal Vulcanijed4abber;�0••; and Thermoplastic Elastomers of 143 lb/in. ' ..' 0 0 • 0 0 : "" 0 Manuel Per .E. Product Control Ea ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5' Edition (2014) and FBC 61 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) . . .... ...... G. OTHERS • • • • • • • 1. Notice of Acceptance No. 16-0629.14, issued to PGT IndustriWfo'r their S'elie; "PW.— 701/720/820" Aluminum Fixed Window – L.M.I." approved oq DD264/16 Vd'gxpirini • • • on 02/19/19.' ' .... . .. ..... ...... .... ..... .... .... ...... . . . . ...... 2. NEW EVIDENCE SUBMITTED • • • • • • A. DRAWINGS • • • • 1. Drawing No. MD -7720A.1, titled "Fixed Window Installation Guidelines'; 311eets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel Pere . Product Control Exknfifier NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 P YT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealgd by Anthony Lynn Miller, P.E. ' . . .... ...... D. QUALITY ASSURANCE • • • • • • • • • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resourttt' RER) ; •, • •; E. MATERIAL CERTIFICATIONS .... . .. ..... ...... .... ..... 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray Hca, ItLc„• for theK • • • "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 Xnherica, I1nc. for then...: "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17:"*'ping on • 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW -701/720/820" Aluminum Fixed Window — L.M.I., approved on 10/1 2U7 and expiring on 02/19/19. Manuel Perez 7roduet Control ExakLnfit NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 ERAL NOTES: 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH 1 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE 1 HIGH VELOCITY HURRICANE ZONE (HVHZ). y 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 2-5 DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 6 IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 7 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY 3 MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS 6" USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COO 10 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER 1 _ _ ANCHOR TYPE. 10 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED A - 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET e INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X 4 ARE 1-12" THICK OR GREATER. 1X AND ZX BUCKS (WHEN USED) SHALL 1-1116' Lami. IG (3/16" T - 7/16" Air-3/16"ddS -090"W-31167 H!'.k 6 BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 9mo WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF J—L - THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. o O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL a J DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE - FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF NW Z INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE - SCOPE OF THESE INSTRUCTIONS. I 1 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION - WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS j CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY i OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-12" IMPOSED ON THEM BY THE WINDOW. MAX. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13DO. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300, C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1 A 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-3835, 3850, 7212 & 18-7763; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720820 SERIES. CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E13DO-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. 49" TIP -TO -TIP WIDTH 48" BUCK WIDTH - _ 45-V4" VISIBLE LIGHT WIDTH _B SHEET 6 - 6.12" MAX. C BUCK SHEET7 HEIGHT 1 L 93-1/4" J— - VISIBLE 12"MAX. LIGHT O.C. HEIGHT sr TIP -TO TIP HEIGHT _ 1_ B 12" MAX. O.C. 6" MAX. TYP. FLANGED FRAME r ELEVATION GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE..... 6 INSTALLATION, EOUALLEG....... 7 INSTALLATION, INT. FIN A...........8 3 INSTALLATION, INT. FIN B...........9 6" CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................10 1 _ _ PARTS LIST ................................... 10 DESIGN PRESSURE RATING IMPACT RATING VARIES, LARGE & SMALL MISSILE SEE SHEETS 2.5 IMPACT RESISTANCE 48" BUCK WIDTH 48" BUCK WIDTH I�-- 45-1/4" VISIBLE) 45L�1/4" VISIBLE HT WIDTH HTV' T. F-10, SHEET `I� SHEETB 6" MAX. H SHEET 9 2" MAX. - C I E.SHEET8 G, SHEET9 %" BUCK HEIGHT 931/4" VISIBLE I LIGHT 1 HEIGHT 5- MAX O.0 - 1 I Il4" BLE HT 3HT BUCK HEIGHT 7- 1— 12" MAX. O.C. J F, H 2" MAX. 5" MAX. O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION E. G FIGURE 1: 93-' 12" O.C. VISI i 1 / LIG HER I Il4" BLE HT 3HT BUCK HEIGHT 7- 1— 12" MAX. O.C. J F, H 2" MAX. 5" MAX. O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION TABLE 1: • • • Type FIGURE 1: O 12" O.C. • •• • MAX. 1 7116" Lama 3118" An -.090" PVB .3116' HS 12" O.C. 2 MAX. / 3 1-1/16"Laml. IG 3/16"T-7/16"AJr-3116"An-.090"PVB-3116"HS 6" 4 MAX. 3 1 _ _ 7/ 16' Laml(3/16' An-.090-SG-3116"An) TABLE 1: • • • Type Dewrlptim • • • O ft • •• • •• 1 7116" Lama 3118" An -.090" PVB .3116' HS 2 • • 2 7/16" Land 16" HS -.090" PVB - 3116" HS 3 3 1-1/16"Laml. IG 3/16"T-7/16"AJr-3116"An-.090"PVB-3116"HS 2 4 1-1/16"Lemi. IG 3/16"T-7116"AJr-3116"HS-.090'PVB-3116"HS 3 5 7/ 16' Laml(3/16' An-.090-SG-3116"An) 4 6 7/16" -mi (3/16" HS -.090" SG - 3/16" 1 5 • 7 1 -176 -Si. IG 3/16"7-7/16"Air-3/16" -.090'S-3/16'An 4 8 1-1116' Lami. IG (3/16" T - 7/16" Air-3/16"ddS -090"W-31167 H!'.k 6 5. • "SG" = "KURARAY SENTRYGLAS• INTERLAYRR" RY KUAkRAY AMERICAS IN& "PVB" = "KURARAY TROSIFOL• PVB INTERLAYER" BY ARARAY AMERICA, IN& SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. —WIDTH �I T � WIDTH WIDTH �{ f�r{ I� WIDTH �I Tr-- - -- Tr � T0—- w � � J WIDTH{ I-- WIDTH —{ I— WIDTH —I 1— WIDTH T0111 T®rl w I�WIDTH-{ F—• WIDTH+{ I-- WIDTH �•{ I— WIDTH --I T -� Tr--- Tr- T�--- � • • • � 6x-7 I Cx-7 ( � I U • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JR - 03/1&18 - UPDATED .. VALUES AND SIZES FOR a GLASS TYPES 5-8. SERIES NAME CHANGE TO s 7720A FROM 720. w 2 M 2 O 16 a 3 r Qo KLu 0 N� N > (7 N o zN am�r O ~j¢ w r Q J O a h ZLLO Z Rq d cu = W z W LU Z OD j sr < C7 9mo cLU W o Z o ZO Z O o g a J o Jw Q J ® NW Z as 5 H (n LU O O Z O Z acs 0 ZQ 3 < Ir W O W W rO �$ X LL 1 0 1 Q- 1GENNN��! * : No. 58705 .� IONAL 1ENG l A LYNN MILLER, P.E. P Eft 58705 1) TIP -TO -IIP UIMENSIUNS SHUWN. FUK IN I I,UK L YIN ANU tUUAL LLU WIRI K b, J 011G I I r . I nC "I V-Itr uIm o'UN Iry THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: 7/16" LAMINATED GLASS STACK 090 31 3116" ANNEALED GLASS J EXTERIOR a GLASS TYPE 1 PVBINTERLAYER 6" HEAT STRENGTHENED GLASS 1 518' GLASS BITE T F~ LONG SIDE SHORT SIDE LONG SIDE �I T_ SHORT SIDE 9 L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116"NOM. N Y GLASS STACK > 16 Window Design Pressure (+l-, psf) for Glass Type 7 �1J n -H w p GLASS STACK O q 3116" HEAT Long Side, 'TIP b Ti n 3/16" TEMPERED GLASS D N r-, J O a rn Z LL ^ Z J "P cwoi0 667/8 73 77 81 85 89 93 97 101 105 110-1/2 r 31 +/-80 H-80 •1-80 +/-80 +/-80 +1-80 +1.80 +1-80 +l -W H-80 +1-80 I 33 +/-80 H-80 +1.80 +/-80 +1-80 +1-80 +/-60 +1-80 .1.80 /_80 +/-80 a 7 35 +/-80 H-80 +1-80 +/-8D 1 +1-80 +/.80 +1-80 +/-80 +/-80 +/49.6 .1-79.4 37 ./-80 •I-80 +1-80 ' +/-80 +1-80 +/-80 +1-79.7 +1-77.2 +/-75.1 H-73.4 +1-72.2 39 +/_8D +1-80 +1-80 +/_80 0-80 +/-78.1 +/-75.2 ./-72.5 .1-70.3 +1-88.5 +1-68.3 41 +1-80 +/-60 +/-80 +/-79.8 +/-77.2 +1-74.3 +/-71.3 +1-67.9 +1-65.1 +/-63.4 •1-61.8 43 +/-80 +1-80 +1.80 +I-77.4 +1-74.3 +/-71.3 +/-68.2 +1-64.7 +1-61.6 +1-59.8 +1.58.2 c F 45 1 +/-8D I +/-80 +1-78.9 1 +1-75.4 +/-72.1 +1-68.9 +/-65.6 +/-62.2 +/59.7 +1-57.5 '? 47 .480 1 +1-80 +/-772 +/-73.6 +1-70.1 +/-66.8 1 H-63.5 +1-60.3 1 4457.7 F 49 +/-8D +/-79.3 +1-75.6 +1-71.9 +1-68.3 +1-64.9 +1-61.5 +1-58.2 m 51 +/-80 +1-77.5 +1.74.1 +1-70.3 +1-86.7 +1.63.1 +/-59.7 N 53 +/-79.1 +/-75.6 +/-72.4 +/.68.8 +/-65.1 +/-61.5 55 +/-77.4 +/-73.8 +1-70.5 +1-67.3 1 +153.5 57 +/-75.8 44-72 +1-88.6 +I-65.3 rn 59 +1.74.2 +/-70.3 +/-66.8 61 •/-72.7 +/-68.7 +/-65 63 +/-71.2 +/-67.1 65 +1-69.7 +1-65.5 67 +/-68.3 667/8 1 +/-67 1) TIP -TO -IIP UIMENSIUNS SHUWN. FUK IN I I,UK L YIN ANU tUUAL LLU WIRI K b, J 011G I I r . I nC "I V-Itr uIm o'UN Iry THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: 7/16" LAMINATED GLASS STACK 090 31 3116" ANNEALED GLASS J EXTERIOR a GLASS TYPE 1 PVBINTERLAYER 6" HEAT STRENGTHENED GLASS 1 518' GLASS BITE T F~ LONG SIDE SHORT SIDE LONG SIDE �I T_ SHORT SIDE 9 L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116"NOM. N Y GLASS STACK > 16 7116" LAMINATED �1J n -H w p GLASS STACK O q 3116" HEAT TO O O STRENGTHENED GLASS 3/16" TEMPERED GLASS D N r-, J O a rn Z LL ^ Z J "P cwoi0 L.1 = c17 UUd e� W 311 6"ANNEALED GLASS 7116- AIR SPACE F Z00 2 G V U` 090" PVB W .-. > z r O INTERLAYER 11 5 V Q J J Q () I L ® rn U) Z I ' 3 S GLASSS BITE EXTERIOR a THE TABLE TO DETERMINE THE WINDOW SIZE. •• • • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • • • • • • • • • 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. •• ••• • ••• • • •• • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 3 L '41 _ I SHORT I _ �l SIDE r� LONG SIDE 1 SHORT I�� SIDE W U N Y 0 > 16 a �1J n -H w p r v O q :Icn TO O O U" N i D N r-, J O a rn Z LL ^ Z J "P cwoi0 L.1 = c17 UUd e� W F Z00 2 G V U` c4 Dwi W .-. > z r O Z v O O V Q J J Q _5 Q F. O N ® rn U) Z W x ELE 3 0 to W z oSZ a a 7 S Z O W O W 23 n W 5 LL 0 OL N � 00 LYNN p ........ �• No.58705 *� rSaFir ,: Ag s1ONAL E�G� ` ////11111111 A LYNN MILLER, P.E. P.E.# 58705 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN THt IABLt IO Dt1tRMINt I Ht WINW W SI[t. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16' NOM. 7/16- LAMINATED GLASS STACK 7116" LAMINATED GLASS STACK m Iq oa,00 Window Design Pressure (+/-, psf) for Glass Types 2 & 4 GLASS TYPE 2 GLASS STACK • • • • 090' PVB INTERLAYER 3118" TEMPERED GLASS W LU 3116' HEAT STRENGTHENED GLASS 3116- HEAT STRENGTHENED GLASS SIDE � SIDE V 3116" HEAT 4U .roiQ = ou UUd oit- Long Side TiP to T in 3/16" HEAT STRENGTHENED GLASS ••• STRENGTHENED GLASS 7116" AIR SPACE •• ••• •• • ,090• PVB INTERLAYER •• 68.7/6 1 73 77 81 85 89 93 97 1 101 105 1 11D-1/2 113 117 121 125 129 133 137 141 145 31 +/-80 +1-80 +1-80 +/-80 +/-80 +1.80 +1-80 +1-80 +/-80 +1-0 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +1-80 +1-80 33 +/-&) +/-BO +/•80 +/-BO +/-80 +1-80 +1-80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-BO +/-80 +1-80 +1-80 35 +1.80 +1-80 +1-90 +/-80 +/-80 +/-80 +1-80 +1-60 +1.80 +/-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 37 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1-90 +/-60 +/-W +/-80 +/-80 +1-80 +/-80 +/-80 +/.80 +1-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +1.80 +/-80 +1-80 +1-80 +1-80 +1-80 +/-80 +/•80 +1-80 +1-80 +1-80 +/-80 +/•80 +1-80 +1.80 +1-80 +1-80 +1-80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 .I-80 +/-80 +1-80 +/.80 +1.80 +/-80 +/-BD +1-80 +/-80 +/-80 +/-80 +1-80 +l -BO +1-80 +/-80 +/.80 +1-80 +/•80 +1-80 +/-80 +1-80 +l -BO +1.80 +/•80 +/-80 +/-80 +/-80 +1-80 rl-80 +/-80 +I-80 r1-80 +1.80 +/-� «I-80 +/-80 +1.80 +/-80 +/-80 +/-80 +/•79.1+1-80 t +/-80 +/-80 +/-80 +1-78.6 +1.80 +/-80 +1-80 +1-79.1 +/-80 +/-W +/-80 +/-80 +/-80 +/-79.3 +/-80 +1.80 +/-80 +!-BO 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION IN THt IABLt IO Dt1tRMINt I Ht WINW W SI[t. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. GLASS BITE SIT GLASS BITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �~ LONG SIDE SHORT SIDE rZ7 y 'I SHORT 1— 'I SIDE EXTERIOR 1 I 1-1/16' NOM. 7/16- LAMINATED GLASS STACK 7116" LAMINATED GLASS STACK m Iq oa,00 T GLASS TYPE 2 GLASS STACK • • • • 090' PVB INTERLAYER 3118" TEMPERED GLASS W LU 3116' HEAT STRENGTHENED GLASS 3116- HEAT STRENGTHENED GLASS SIDE � SIDE V 3116" HEAT 4U .roiQ = ou UUd oit- w ❑ 3/16" HEAT STRENGTHENED GLASS ••• STRENGTHENED GLASS 7116" AIR SPACE •• ••• •• • ,090• PVB INTERLAYER GLASS BITE SIT GLASS BITE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �~ LONG SIDE SHORT SIDE rZ7 y 'I SHORT 1— 'I SIDE EXTERIOR 1 I EXTERIOR U— I [-- LONG SIDE —� 20 13 a sie 21 19 m Iq oa,00 T GLASS TYPE 2 • •GUASS 1YPFm4 • • • • • SHORT LONG n W LU SIDE � SIDE QJ O aw Z LL ^ S Z J 4U .roiQ = ou UUd oit- w ❑ • •• • • • • ••• • 0 •• ••• •• • • • •• N O Z o to SHORT •• ••• • •a• • • SIDE ® m •• • • • • • • • • • • xD • • • • • • • •• • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • NO CHANGES THIS SHEET. s LU m Iq oa,00 O p Qo 0 N Zy N Of n W LU n QJ O aw Z LL ^ S Z J 4U .roiQ = ou UUd oit- w ❑ LU Z OD s a o 0 o,v Baa W n0 > V y Z N O Z o to g j Q lil F o m ® m U) Z LU :aars xD N co LU Z aO a 0 Z sS a aeo,5 w WO Z N O X W Li ❑ d �``11I// �1`(LYN/v * : No.58705 O,� •., r of ; !v ��FS •'• R.(ORIOP.•' GN /ONAL 1 1 A LYL1N (�ILLER, P E. P.E.# 58705 TABLES 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN ANO EQUAL LEG WINUOM, SUISI KALI 1-'rKUM Int IIP -1u111` U1Mt1931L1f4 IN ] Mt TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6. _.-..._. -� Window Design Pressure (+/., psf) for Glass Type 6 r, GLASS TYPE 7 Long Side (in) Long Side, Tip bT in • • • W718 73 77 7&314 81 85 89 93 97 101 7& 8&718 73 77 44 81 85 1 89 93 97 101 105 1 109 110-1/2 37 .80/-130 +94-127.5 +901-123.5 -901-1217 +901-119 8 -90/-1185-90 1115 -94-111 +94.108.5 +90/-106.3 +901-104.5 +94-104.5 -94-104.5 39 +g4-128.1 -94-120 -1101 -94-11L9 +94-111 -90 107.51+94-104.6 +94-101J +90/-99.5 1-94-977 -94-98.1 -94-946 +901-94.1 41 +94-120.1 +90'-113.5 +94-107.3 +94-105.2 -94-103 +901-100.61 +901-97.8 +90/-84.9 +84-92 +/-89.6 +1-88 +/-88.5 +/-86 43 .94-1144 +94-107.5 +901-102.5 +901-100.7 +801-98.8 +94-95.2 +901-92.2 +/-89.1 +1-85.8 +/.83 -1$1.4 -1.804 +1$0.1 45 •W-108.7 +94-102.5 +901-98.8 +94-97.1 +94-94.9 -90/-91 +/-87.3 +/.84.1 +/-81.7 1 H-79.7 -1-77.8 +/-78.1 +/-75.8 47 4.4 +-99.B +90/-85.7 +90/_93.9 •0 94 901-1 +90/81.8 +/-87.5 +/-83.6 +f.81 t +1-78.9L+/.7fi+1.76.7+/-74.7 ._-_ 1 -1-727 +/-72 _ 49 .901-101.1 +901-97 .94-92.8 -BO/-90.9 •/-88.5 +/-84.3 «1-87.2 -/-78.5 +/-76.1 1 -/.73.9 -/.71.7 1 +/$9.8 H68 9 F 51 +94-98.7 +801-941_ +9M-90.1 ./-08.2 N-95.7 +/-82 +1.79.1 +/-76.3__f__H.73.8 H-71.2 +/-88.9 a/.68.8 +1-659 3 53 +94.95.3 +901-91.1 -1-874 •165.8 +1-833 -/.&D+1-77 a/-74.1 +/-71.3 1 +/68.7 +166.3 -1-64 +/-63.2 55 ag0y.g2.6_ +!-BB.2 +/-84.3 H -82B +/-81.4 +/.78.7 X1.74.9 +/-71.9 +l-89.1 H-88_4_ _ */$3.B H-81.8_ +/-61.2 57 +/-89.8 +1-853 +1-81.8 •/-80.6 +/-79-/-78.2 +/-88.2 +1-73 -/-69.9 1 +1-66.9 +/64.1 +1-67_8 +/-80.1 +901-95.6 +94-91.3 +/-87.7 +84-88.2 -84-84.3 -801-81 +/-77.9 +/-745 H_77 _ +94-92.2 +1.88.1 +8444 3 +84.82.7 +84-80.7 +/-77.3 -/-74 +1-71--- - .148.8 - 59 r 81 ./-87.1 .l-828 +1-79.7-_ r1-78.4 +/-84.6 -/-80.8 H-77.5 +1-78.2 -/-78.8 - +/-74.8 .1-76 -/.71.7 +/-71.1 +/-67.8 +/-84.8 1 +/62.2 1 -1-69 1 -1$5.9 +1-828 1 -160.8 +160.3 SIDE 0 c� 63 ! 82.5 11-781858 !73.2 /-77.4 / 88.4 / 65.5 +/$2.8 -1-80.9 65._ /80.7 +f-77 � H-73.8 1-72.2 /-704 / 87_3 /64.4 H$2 +84-83.2-1-79.4 +/-75.1 +/-73.2 +/-71 «I-88.4 1 ;( j - 67 68-7/8 _ / 79 +l 76 3 +/-71 7 /_70.2 ! T7.3 +1-73+6 +/-70 1$8.5 l-68 4 +/-86.8 / BS 2 /63.7 +1-62.4 -1-61.1 1 73 +1-73.6 +/-70.2 +/ 8B.5 164.8 +/-628 +/-50.5 77 +1-70 -1$8.5 ./-63.2 +167.9 7&M4 +1-68.5 1 +/-64.8 1 +/-81.9 +1$0.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN ANO EQUAL LEG WINUOM, SUISI KALI 1-'rKUM Int IIP -1u111` U1Mt1931L1f4 IN ] Mt TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6. 7/16" LAMINATED I GLASS STACK I .090" SG INTERLAYER 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 4 11 518" GLASS BITE �- LONG SIDE 1-2 T EXTERIOR SHORT i />, 20 ,3 SIDE �1--� GLASS TYPE 5 Imo- LONG SIDE T - SHORT SIDE I --------Window Design Pressure (+/-, psf) for Glass Type 7 .........---'- GLASS TYPE 7 Long Side (in) j TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TILS DIMENSIONBN T•E • • • • W718 73 77 7&314 81 85 89 93 97 101 105 109 110.112 31 +90/-130 +901-130 +94-130 •901-130 +84-130 +94.130 +94.730 •9M-130 +901-130 +90/.130 +901-130 +961-130 agry_730 33 +94-730 1-94-130 +B4-130 +944130 +94'-130 +94-130 +94-130 +94-130 +94-130 •94-730 -94-130 -94-130 1-94-130 _ 35 -94-130 +94-17D +901-130 +94-130 +94-130 -9M-130 +94 130 -130 +90 -94-130 +94-130 +94-130 +84.170 +80/-170 -.-9W- 37 +e0/-130 +94-1J0 _+91 +94-130 +91 194-130 +94-128.3 +94-125.4 +90/-122.8 +94.120.1 +94-118.1 +1101-11 e.1 18.1 39 +94-130 -94-130 +94-1294 +94-127.5 +94-1254 +94-121.5 +94-118.1 +94-111.9 -94-112.5 +94-11D4 +9M-108.6 -94-108.9 +94-1083 41 +94-130 -94-128.3 +94-121.2 +94_118.9 +90'-116.4 +94-113.8 +94-710.5 -94-107.2 -9M-103.9 -94-1013 -94-99.4 +94-97.7 +94-97.7 43 +901-129.3 -94-1215 +94-1158 X94-113.8 -94-111.4 +94-107,5 +94-104.2 +901-100.6 +94.97 +901-93.8 +9M-92 +901-909 +94-90.5 45 +94-122.9 -94-715.8 -94-111.8 +901-109.7 -94-107.3 +94-102.8 -901-98.7 +901_95 +901-923 +901-90.1 +/$7.9 +84459 +94$5.4 j 47 +901-116 +91 +901.108.1 -94-708.1 +94-103.5 +94-98.8 -94-94.4 +84-91.5 -/-89.1 +1$6.7 -B4-844 +801-82.1 +BLV -01.3 49 +94-114.2 IM -1109.8 -901-104.8 +901-102.7 +94-100 +94-95.3 +901-91.8 +/-88.7 +/-96 +801-83.5 +84-81 +/-70.7 -/-77.8_ R 51 +90'-110.9 +94.106.3 +94-101.8 -901-99.6 +901-98.9 +94-92.7 +/-89.3 +/-682 I +84-83.2 +901-80.5 H-77.9 -1-754 .f-74.5 'l ui 57 55 -98.7 -9.1- +94.90.1 +1-87 +84-83.7 .BO/ -11 -9+_99 7 +94 4-94 +94-104.5 +901-99.8 -94-95.3 +901-93.7 +94-91.9 +/-88.3 +84-84.6 *e0P-87.3+/-75.1 +1-77.7 +1-74.9 +/.723 Hata __ +1-71.1 +/69.e -/-89.1 57 +94-101.5 +948.1 .9 -84-92.5 -90/-91 +/-89.3 +84-88.1 +84-82.4 +1-78.9 +/-75.8 -1-725 +/$9 B +/-07.9 59 .901-98.5 +94-93.5 +/-90 •168.5 +80'$8_8_ +84.83.8 +80/$0.3 +/-76.7 +l -T3.3 +/-701- +/-88.2 61 63 +901-95.6 +94-91.3 +/-87.7 +84-88.2 -84-84.3 -801-81 +/-77.9 +/-745 H_77 _ +94-92.2 +1.88.1 +8444 3 +84.82.7 +84-80.7 +/-77.3 -/-74 +1-71--- - .148.8 +168.7 1-2 65 +901-91.2 1-1-87 -W-M 2 -84-81.6 H-79.8 +/-78.1 +1-72.8 +/-70 SIDE EXTERIOR 67 +/-89.3 +84-85 -50161_ +/-79.1 -f-77.3 8&718 _+/-73.7__ +1-87.3 +94-83.2 +1-79.1 +1--77.4 H-752 Ll -77.8 73 +84-83.2-1-79.4 +/-75.1 +/-73.2 +/-71 «I-88.4 ELL 77 +/_79.7 H-75.1 +/-714 +1-89.9 78-314 +f -T7.4 +1-732 +1$9.9 +/-68.8 1 7/16" LAMINATED I GLASS STACK I .090" SG INTERLAYER 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS 4 11 518" GLASS BITE �- LONG SIDE 1-2 T EXTERIOR SHORT i />, 20 ,3 SIDE �1--� GLASS TYPE 5 Imo- LONG SIDE T - SHORT SIDE I •• ••• • ••t • • •• • • • • • • • • • • • is • • • • •• • • • • • (. •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W i > M TABLE DIMENSIONS MAY BE GLASS TYPE 7 ORIENTED VERTICALLY OR j TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TILS DIMENSIONBN T•E • • • • HORIZONTALLY AS SHOWN. pc :W J (7 K SHORT 1-1/16" NOM. GLASS STACK 7/16"LAMINATED • • • • • �a u SIDE = LU U_ d ®� GLASS STACK • • • • • s 3116" TEMPERED GLASS a • • ON JM'r 3/16" ANNEALED GLASS • III • O Z V o W 3116" ANNEALED GLASS U g J Q 7116"AIR SPACE o ® 1. .090" SG INTERLAYER SHORT I _ 0 a ��111 SIDE I 11 5 o zZ a fL O O S W X Z U e LL W ❑ 5/8" ^,a0 s GLASS BITE LONG 1-2 SIDE EXTERIOR a 51 21 ,3 •• ••• • ••t • • •• • • • • • • • • • • • is • • • • •• • • • • • (. •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W i > M Y GLASS TYPE 7 O 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TILS DIMENSIONBN T•E • • • • • t pc :W J (7 K SHORT TABLE TO DETERMINE THE WINDOW SIZE. • • • • • • • • • �a u SIDE = LU U_ d ®� 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • • • • • • • s FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIVFf•1SIOV• is : a • • ON JM'r 3) FOR ARCHITECTURAL WINDOWS, • COMPLETELY FIT WITHIN. • III • O •• ••• • ••t • • •• • • • • • • • • • • • is • • • • •• • • • • • (. •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W i > M Y ❑ O O N W O O pc :W J (7 K to W f� Q J O as LL Z Z �a u ❑ = LU U_ d ®� ❑ WLUdo r Z Q C7 (7 ON JM'r O J O 0 ] O Z V o W U g J Q -j Q � o ® 1. coLU Z Lic faavi 0 a ❑ 1n tr Z o zZ a fL O O S W X Z U e LL W ❑ S D - ^,a0 s //1111111 //!7/ .`(NYLYNA. LIGENSF /�� * No.58705 O". SMT�d� ��'•SS70fVAL E?.��. 'A LYWVILLER, P E. P. EA 58705 i) r 1r -w-1 rr urmtrvarUna anvwn. rvn /n r ww+� nn nrvu cuun� ecu vvrnuvova, ouo 1 �u 1 r rrtum r nc nr-r v- r 1r urmcnorun m / nc 1no�c w uc 1 cnminc r nc .vmwvr arcc. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FITWITHIN. 1-1/16" NOM. 7/16" LAMINATED L� GLASS STACK 7/16" LAMINATED GLASS STACK I 11— GLASS STACK .090' SG INTERLAYER 3116" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT 3/16" MEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" SG INTERLAYER 4 5 5!8" 5/8" GLASS BRE - GLASS BITE EXTERIOR 11 u EXTERIOR r y (1-I 2D 13 s7 2 • • 3 • • • • • vv-- GLASS TYPE 6 0 GLASS TYR48 •• ••• •• • • • •• • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT SIDE I — SHORT L� SIDE F~ LONG SIDE —� SHORT y SIDE 9 L I 41 LONG SIDE SHORT 'I SIDE PRODUCT REVISED rs—nplyia8 with the Fk> id. 94Mi K Code Em*zb m Dw JR - 03/16/18 - UPDATED .. VALUES AND SIZES. rY W u V Y O H a ndy Window Design Pressure (+/-, psf) for Glass Types 6 & 6 v O O N i w LL N a m Z Z tq d Long Side, Tip to Tip (in) J J = W W FW Z co 68-7/8 1 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145 31 +90/-130 1 +901-130 +901-130 +901.130 +90/-130 +901-130 +90/-130 +90/-130 +90%130 +901-130 1 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901.130 +90/-130 33 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +9D/-130 +901-130 +901-130 35 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +9d-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +80/-110 +a0/-110 37 +90030 +g0/-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 1 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +801-110 +801-110 39 +90/-130 +901.130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90%130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +80010 +80/-110 +801-110 +80/-110 41 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +801-110 +801-110 +80/-110 +80/-110 +801.110 +801-110 43 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +BO/ -110 +80/-110 +801-110 1 +80/-110 45 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +9W-130 +901-130 +901-130 +90/-130 +801-110 +801-110 -BU-1 10 +801-110 +801-110 +801-110 +801-110 +801-110 F 47 +90/-130 +M-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +g0/-130 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 49 +901-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +801-110 +a0/-110 +80/-110 +80/-110 +80/-110 +801-110 +80%110 n 51 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-13089.41-128. +80/-110 +M-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 F 53 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 88.81-128.1 +BO/ -110 +80/-110 +80/-110 +8&-110 +801-110 +801-110 +801-110 +BLY-110 55 +90/-130 +90/-130 +901-130 +90/-130 +9p/-130 88.81.128.1 -OW-1 10 +BO/ -110 +BO/ -110 +801-110 +801-110 +80/-110 +901-110 +80/-110 rn 57 +90/-130 +901-130 +901-130 +90/-130 +89.41.129 +80/-110 +801-110 +8Y-110 +80/-110 +80/-110 +80/-110 +80/-110 rd 59 +901-130 +901-130 +W-130 +89.5/-129.1 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80%110 N 61 +90/-130 +901.130 +89.61-129. +80/-110 +80%110 +801.110 +80/-110 +00%110 +80%110 +80/-110 63 +90/-130 +90(-130 +80/-110 +8(Y-110 +80/-110 +80/-110 +80/-110 +60%110 +801-110 65 +90/-130 +90/-130 +601-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 67 +90/-130 +8&-110 +80/-110 +801-110 +BO1-110 +801-110 +Ba -110 68-7/8 +901-130 +801-110 +80/-110 +801-110 +OWl-110 +a01-112. +110 73 +80/-110 +ea -110 +gp1-110 +80/-110 +80/-110 +80/-110 77 +801-110 +601-110 +80/-110 +80/-110 78-3/4 +801-110 1 +80/-110 1 +801-110 1 +80/-110 i) r 1r -w-1 rr urmtrvarUna anvwn. rvn /n r ww+� nn nrvu cuun� ecu vvrnuvova, ouo 1 �u 1 r rrtum r nc nr-r v- r 1r urmcnorun m / nc 1no�c w uc 1 cnminc r nc .vmwvr arcc. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FITWITHIN. 1-1/16" NOM. 7/16" LAMINATED L� GLASS STACK 7/16" LAMINATED GLASS STACK I 11— GLASS STACK .090' SG INTERLAYER 3116" TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT 3/16" MEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" SG INTERLAYER 4 5 5!8" 5/8" GLASS BRE - GLASS BITE EXTERIOR 11 u EXTERIOR r y (1-I 2D 13 s7 2 • • 3 • • • • • vv-- GLASS TYPE 6 0 GLASS TYR48 •• ••• •• • • • •• • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE SHORT SIDE I — SHORT L� SIDE F~ LONG SIDE —� SHORT y SIDE 9 L I 41 LONG SIDE SHORT 'I SIDE PRODUCT REVISED rs—nplyia8 with the Fk> id. 94Mi K Code Em*zb m Dw JR - 03/16/18 - UPDATED .. VALUES AND SIZES. rY W u V Y O H a ndy p Eo v O O N i w LL N a m Z Z tq d LL o =U J J = W W FW Z co 0 oN,a W o Z rn o v o U g -1 mQ o N J Q � ® 9 (nn Z W 73,s 3 to Z 0 Z LU O Z G w cQW O X W LL LU [L so0 s - o1 N�C NS�iI`F No. 58705 *' v %�Q� •. SAT O[V�: F ."[ORION �., /)NA�11111\` A. LYNN MILLER, P E. P.E.# 58705 INSTALLATION INSTALLATION TYPE C TYPE B — EMBEDMENT 1X WOOD BUCKSTRIP, 114" MAX SEE NOTE 2, THIS SHEET SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �1 SEE TABLE 8, THIS SHEET BUCK TYP. ANCHOR TYPE, Mn. Embedment 2X WOOD BUCKSTRIP EDGEEMBEDMENT AND EDGE HEIGHT OR FRAMING, SEE DISTANCE DISTANCE PER SUBSTRATE, 12" NOTE 2. THIS SHEET 17' SEE TABLES, THIS SHEET 12" INSTALLATION --- —�— 4 1-3/8" TYPE A --=5l EMBEDMENT ~ TIP -TO -TIP 12" 4 Lingmuled CMU, ASTM C-90 _ -- EDGE Concrete (min. 3.35 ksi) 1" 1-3/4" 12" DISTANCE 1/4" ju HEIGHT MAX VISIBLE Concrete non. 2.85 ksi 2-117 1-318" • 12" SHIM 1 SHIM 1T 5/16" Steel Ultracon LIGHT 12 USED FOR ALL 1-314" SHIM CMV, JASTM 490 2-117' 1-314" SIDES OF HEIGHT = 155 kei 177 ka 8 ARCHITECTURAL •' AUTHORITY HAVING JURISDICTION. WINDOW SHAPES G 11-7/8" °' ' _ — -- T AND EDGE DISTANCE PER 29 O.C. MAX. •" I 22 ksi g I} CONCRETE/CMU A38 Steel G-. 33 Steel Stud HEIGHT - I PER ANCHOR WINDOW 0 0 • 4=FPAPPLIC%L eLO R•DESIGN PRESSURE PROM EITHER WINDOW OR REQUIREMENT INSTALLATION INSTALLATION TYPE C TYPE B — EMBEDMENT 1X WOOD BUCKSTRIP, 114" MAX SEE NOTE 2, THIS SHEET SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �1 SEE TABLE 8, THIS SHEET EMBEDMENT EDGE DISTANCE ZJ EXTERIOR 4 � 11 ` - 1� VISIBLE LIGHT WIDTH = � 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A Anchor BUCK EXTERIOR Mn. Embedment Spacing O.C. S ac7 #12 or 814 410 SS Screw Southern Pine SC=0.55 HEIGHT a 12" Aluminum 6083-75 min. 3/8" 0.063"' 12" A36 Steel 318" 0.063"' 17' SealStud, min. 3!8" 0.D4Y 18 Go ' 12" #12 or #14 Steel Screw (G5) INSTALLATION 9116" 1-3/8" 12" Akinirim 6063-T5 r in. 3/B" 0.063"' 12" METHOD D TIP -TO -TIP 12" 1/4" 410 SS CreteFlez - Lingmuled CMU, ASTM C-90 2-117' WINDOW 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon 1/4" ju HEIGHT -1-314" VISIBLE Concrete non. 2.85 ksi 2-117 1-318" • 12" MAX. 1T 5/16" Steel Ultracon LIGHT 1-1/4" 1-314" SHIM CMV, JASTM 490 2-117' 1-314" 1T HEIGHT = 155 kei 177 ka ._._-- TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. WINDOW 127.4 ksi 189.7 ksi _ — -- T AND EDGE DISTANCE PER • • • • • • • • • • • BUCK I 22 ksi g I} SUBSTRATE, SEE TABLE 8, THIS SF Ef 3.1OR ATTA•H.NT TO METAL: TI1E WLIC711QAL MEMBER SHALL BE OF : •: S�E TO0R *FU*L45UPP0 vo :E W0 FRAME A38 Steel G-. 33 Steel Stud HEIGHT - I O W 7C Z 0 0 • 4=FPAPPLIC%L eLO R•DESIGN PRESSURE PROM EITHER WINDOW OR 2-3I4" � a EXTERIOR MULLION NOA APPLIESTO WHOIE%fSTEM. • ' ,;ae s STEEL SELF -DRILLING SMS (G5), SEE TABLE 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE TABLE B,THIS SHEET 0 LPROPERTIES, 1/4" MAX SHIM EMBEDMENT EDGE DISTANCE ZJ EXTERIOR 4 � 11 ` - 1� VISIBLE LIGHT WIDTH = � 5 WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A Anchor Substrata Min, Edge Di nce Mn. Embedment Spacing O.C. S ac7 #12 or 814 410 SS Screw Southern Pine SC=0.55 9/16" 1-318" 12" Aluminum 6083-75 min. 3/8" 0.063"' 12" A36 Steel 318" 0.063"' 17' SealStud, min. 3!8" 0.D4Y 18 Go ' 12" #12 or #14 Steel Screw (G5) Sou8lern Pine SG=0.55 9116" 1-3/8" 12" Akinirim 6063-T5 r in. 3/B" 0.063"' 12" A36 Steel 3/8" 0.063" • 17 Steal Stud Gr. 33 non. 3/8" 0.045" 18 Ga ' 12" 1/4" 410 SS CreteFlez - Lingmuled CMU, ASTM C-90 2-117' 1-1/4" 12" Concrete (min. 3.35 ksi) 1" 1-3/4" 12" 1/4" Steel Ultracon Concrete ftnin. 2.85 ksi 1" -1-314" 12" Concrete non. 2.85 ksi 2-117 1-318" • 12" CM TM 490 2-1/2" 1-1/4" 1T 5/16" Steel Ultracon Concrete min. 3.5 ksi) 1-1/4" 1-314" 12" CMV, JASTM 490 2-117' 1-314" 1T -MIN OF S 1 HKtAUJ tet1UNU 1 Kt Mt 1 AL JUt3J I HAI t. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. \\ 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET INSTALLATION NOTES: O > w a LA .,y • 6, UVEONLYIINCIOORS LISTEDOON•THIS %BEET. FOLLOW EMBEDMENTAND v O > o aloe • EDGE DISTA14CE `IMrW. • • • • Qo 0 Q ZN w ° CONCRETE PER • • • • • • • • • W Z J xd u mo.� EMBEDMENT , ; ANCHOR • 2. WOOMUSKS REPICTEO 0I.1INS SHEOT AS "1X', ARE BUCKS WHOSE TOTAL Material Mn. Fr Mn. F„ 5 (0 REQUIREMENT• THICKNL%S IS LESS 1"ANM-ilt". IN WOODSUCKS ARE OPTIONAL IF UNIT CAN stool Screw 92 ksi 12016i 1 Z m 0 • BE II dMLLED EIRECTLT TO S>7LILPCOMORETE. WOOD BUCKS DEPICTED AS ' "2X' ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF 4 10 Screw 90 ksi 110 ksi " CO WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY Elco UtraConO 155 kei 177 ka INSTALLATION �— EDGE TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Elco CreteFlexO 127.4 ksi 189.7 ksi DISTANCE TYPE B AND EDGE DISTANCE PER • • • • • • • • • • • 6063-75 AWminum 16 ksi 22 ksi VERTICAL SECTION B -B SUBSTRATE, SEE TABLE 8, THIS SF Ef 3.1OR ATTA•H.NT TO METAL: TI1E WLIC711QAL MEMBER SHALL BE OF : •: S�E TO0R *FU*L45UPP0 vo :E W0 FRAME A38 Steel G-. 33 Steel Stud 38 ksi 33 ksi 58 ksi 45 ksi O W 7C Z 0 0 • 4=FPAPPLIC%L eLO R•DESIGN PRESSURE PROM EITHER WINDOW OR OL LL a MULLION NOA APPLIESTO WHOIE%fSTEM. • ' ,;ae s ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO CHANGES THIS SHEET `u W M Y O > w a LA .,y 0 NB v O > o aloe 0 Qo 0 Q ZN w N r M J (7 ¢ 0 J O a rn 0 Z LL r W Z J xd u mo.� It - = LLl oto L) W O _ H Z a < 5 (0 DMa w O> ' Z Z m 0 O F- 0 J Q Z p CO m ® Ny � H r ays Z a O O t— N a - 10 Z Z LL O W w L) O W 7C Z OL LL a era. ,;ae s \\\11111111!! ' �• ;n' No. 58705 *� 'U ;~ �pQ STT.Ev I i j$,, 1`4OR10►`• GN ?'ONAL E ` ////!lI I 11%0\0? A_ LYNN MILLER, P.E. P.E.# 58705 12 USED FOR ALL 11 SIDES OF 8 ARCHITECTURAL EXTERIOR EXTERIOR SHAPES @ 11-7/8' , • •6 I 4 s+ y i t 29 O.C. MAX' Iy VISIBLE LIGHT WIDTH = 5 �J CONCRETE/CMU I III"'~~~~ WINDOW BUCK WIDTH - 2-3/4" PER ANCHOR REQUIREMENT WINDOW BUCK WIDTH WINDOW HORIZONTAL SECTION C -C BUCK INSTALLATION HEIGHT TYPE H Substrata TYP. ANCHOR TYPE, INSTALLATION INSTALLATION 2X WOOD BUCKSTRIP DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, TYPE G TYPE F OR FRAMING, SEE SEE TABLE 9, THIS SHEET 12' Steel SW. Gr. 33 rron, 318" 0.045" 18 Ga • NOTE 2, THIS SHEET — --- -- - EMBEDMENT TRIP 1X TE 2, THIS SHEET SEE NOTE 2, THIS SHEET INSTALLATION -_-� r -7�1 r_ 7 _� 7/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND TYPE E =_�----__�_ EMBEDMENT -- - 6 EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET 1-114" S (G5), SEE TABLE ED _Lj Ij GE c 1/4" Steel Ultracon THIS SHEET ---- -- _.EDGE - DISTANCE 12" MIAMI-DADE APPROVED MULLION (SEE 12* Ury CMU. ASTM 90 2-1/2" 1-114" L114' MAX i i!I 2 1-1/4" 1-314" 2 SHIM :'• ' •' j %I i 12 USED FOR ALL 11 SIDES OF 8 ARCHITECTURAL EXTERIOR EXTERIOR SHAPES @ 11-7/8' , • •6 I 4 s+ y i t 29 O.C. MAX' Iy VISIBLE LIGHT WIDTH = 5 �J CONCRETE/CMU I III"'~~~~ WINDOW BUCK WIDTH - 2-3/4" PER ANCHOR REQUIREMENT WINDOW BUCK WIDTH WINDOW HORIZONTAL SECTION C -C BUCK INSTALLATION HEIGHT TYPE H EMBEDMENT " EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrata Min. Edge 114" Max O.C. #12 or #14 410 SS Screw SaMern Pine sCr0.55 MAX. SHIM VISIBLE 12" J1k+rirxan 606'315 trio. 3/6' 0.063"' LIGHT HEIGHT = 12' Steel SW. Gr. 33 rron, 318" 0.045" 18 Ga • 12' WINDOW SolMem Pine SG=0.55 9116" Liff9, BUCK LTi, B063T5 rrin. 3/8" 0.063" • 12" A36 Steel 3/9" 0.063" • HEIGHT- I 3B" 0.045" 18 Go 12' EX EEL SELF -DRILLING 2 3/4, 2-1r.1 1-114" S (G5), SEE TABLE Concrete min. 3.35 ksi 1" 1-3r4" 12 1/4" Steel Ultracon THIS SHEET 1" 1-314" 12" MIAMI-DADE APPROVED MULLION (SEE 12* Ury CMU. ASTM 90 2-1/2" 1-114" 12' SEPERATE NOA), ALUMINUM, STEEL FRAMING I Concrete min. 3.5 ksi 1-1/4" 1-314" OR STEEL STUD. SEE SUBSTRATE Grouted ATM 90 2-1/2' 1 1-3/4" 12' O PROPERTIES, TABLE 9,THIS SHEET O W 21 EMBEDMENT " EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrata Min. Edge Min. Embedment Max O.C. #12 or #14 410 SS Screw SaMern Pine sCr0.55 9/16' 1-38" 12" J1k+rirxan 606'315 trio. 3/6' 0.063"' 12" A36 S" 3/6' 0.063"' 12' Steel SW. Gr. 33 rron, 318" 0.045" 18 Ga • 12' #12 m #14 Steel Screw (G5) SolMem Pine SG=0.55 9116" 1-3l8" 12" LTi, B063T5 rrin. 3/8" 0.063" • 12" A36 Steel 3/9" 0.063" • 12" I 3B" 0.045" 18 Go 12' 1/4'410 SS CretaFlex Ungroubd CMU ASM C-90 2-1r.1 1-114" 12" Concrete min. 3.35 ksi 1" 1-3r4" 12 1/4" Steel Ultracon Concrete r1in. 2.85 ksi 1" 1-314" 12" Concrete min. 2.85 ksi 2-1/2' 1.318" 12* Ury CMU. ASTM 90 2-1/2" 1-114" 12' 5/16" Steel Ulltracon I Concrete min. 3.5 ksi 1-1/4" 1-314" 12' Grouted ATM 90 2-1/2' 1 1-3/4" 12' Z. urs in .. etre ino mt.—a uwrt "UROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. 114" MAX SHIM INSTALLATION NOTES 1X \ WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. • • 2. VM jBU:KSZEPjp1W O T S ETAS "1X", ARE BUCKS WHOSE TOTAL CONCRETE PER • THICKNFjSS IS*�S W?61-1�". 1 WQOD BUCKS ARE OPTIONAL IF UNIT CAN EMBEDMENT< ANCHOR • BE IN3111TALLBD DIRECiLYJO "Ili CONrjRETE. WOOD BUCKS DEPICTED AS REQUIREMENT 02X"ARUl1-iR' TOICN•OR49REkATES. INSTAYLATION TO THE SUBSTRATE OF • • WOtiA JCKSts BE EAGINERRES 8Y0•HERS OR AS APPROVED BY • AUTHORITY HAVING JURISDICTION. INSTALLATION I EDGE TYPE F I TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE DISTANCE AND EDGE DISTANCE PER • • •TQ QROVIDE F -+ILL SWv%RT TO THF•WINDO%y FRAME. SUBSTRATE, SEE TABLE 9, THIS:0 VERTICAL SECTION D -D 401F APPLICABL81 LOWER DESIGIZ14SI;E LROM EITHER WINDOW OR • NRILL1011 N APPLIES TO WLE S•'SfEA• • 0 • • • •• WR OLE • • • • • • ••• • • • • ••• • • Elco UltraConO 155 ksi 177 ksi 410 SS Elco CreheFle® 127.4 ksi 189.7 ksi 6063T5 Pirrimim 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mate -dal Ain. Fy Ain. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraConO 155 ksi 177 ksi 410 SS Elco CreheFle® 127.4 ksi 189.7 ksi 6063T5 Pirrimim 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi NO CHANGES THIS SHEET. W y J w 2 Y > � O cr p v a7 °0 O co O N i mgr a2 W Nr� h O J O H Z LL (DD c U Z J pro 0' = LU U_ W W F- Z ^OZ Gj i 0 0 g Z O LLO J F g � m Z Q O ? z QO 01) Z _ Ur W „ocs O O W W X Z ay? LL auy W rosap 0 s �a5 �. `ALy NY ...... ' %GENS z * .1 No. 58705 '•; *, �p0 STA�d�'��; Al%%% A LYNN MILLER, P.E. P.E.# 58705 FIN FRAMES ARE ONLY TO BE USED TYP. ANCHOR TYPE, ZX WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 14 (PVB INSTALLATION EMBEDMENT AND EDGE EMBEDMENT OR FRAMING, SEE TYPE J INTERLAYER), NOT TO BE USED WITH TYPE K DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET EDGE GLASS TYPES 5-8, (SG INTERLAYER). SEE TABLE 10, THIS SHEET _ _ _ - DISTANCE I 114" MAX - EDGEEDGE DISTANCE SHIM INSTALLATION �� f �' DISTANCE (r i 2X WOOD BUCKSTRIP I I I L C 2X WOOD BUCKSTRIP TYPE I _ ------ I(�' I OR FRAMING, SEE OR FRAMING, SEE 1 ``} 1 (��,�l, NOTE 2 THIS SHEET NOTE 2, THIS SHEET II 1, III I� I TYP. ANCHOR TYPE, EMBEDMENT AND I EDGE DISTANCE PER SUBSTRATE, /1 SEE TABLE 10, THIS SHEET v VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2.3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E PRODUCT REVISF43 m cempIy* whb 1d# FkrWm Buildi.8 Code Ale pt a No 116'04'3Q ExDimtioe I)aM 1\l EMBEDMENT " NO CHANGES THIS SHEET. i EXTERIOR V Anchor L/—I�LR)1__1 Min. Edge L1/4^MAX ••• • Distance 3 SHIM 2-1/2" x .113" Box Nail Southern Pine SG=0.55 5/16" EMBEDMENT 2-1/7 x.131" Common Nail Southern Pine SG; 0.55 3/8" 12 USED FOR ALL 2-1/7'x.145" Roofina Nail Southern Pine SG=0.55 3/8" SIDES OF Southern Pine SG=0.55 1/2" 8 ARCHITECTURAL #10 x 1" Steel Screw (G5)"0.093" EXTERIOR 5/16" SHAPES @ 11-7/8" 29 D.D. MAX. • • BR OP•A SWE 7W PWWWE FUhL SUPPORT TO THE WINDOW FRAME. 1/16" A36 Steel 5/16" 5" WINDOW 0.045" 18 Ga Steel Stud Gr. 33 1 5/16" INSTALLATION BUCK • • • 3. IAAPPLIWR LE, !W;I DESIGN PRESSURE FROM EITHER A36 Steel E L HEIGHT • AND EDGE DISTANCE PER 1/4" C7. 33 Steel StA 33 kSl 45 KSI MAX. SHIM SUBSTRATE, SEE TABLE 10, THIS SHEET VISIBLE LIGHT ipi HEIGHT = WINDOW STEEL SELF -DRILLING BUCK SMS (G5), SEE TABLE HEIGHT - 10, THIS SHEET 2-3/4" MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 107HIS SHEET 21 6 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET (- - " ED - S//4" MAX SHIM - 1" I� I TYP. ANCHOR TYPE, EMBEDMENT AND I EDGE DISTANCE PER SUBSTRATE, /1 SEE TABLE 10, THIS SHEET v VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2.3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E PRODUCT REVISF43 m cempIy* whb 1d# FkrWm Buildi.8 Code Ale pt a No 116'04'3Q ExDimtioe I)aM 1\l EMBEDMENT " NO CHANGES THIS SHEET. i EXTERIOR V Anchor Substrate Min. Edge Max O.C. ••• • Distance Spacina 2-1/2" x .113" Box Nail Southern Pine SG=0.55 5/16" 5" 2-1/7 x.131" Common Nail Southern Pine SG; 0.55 3/8" 5" 2-1/7'x.145" Roofina Nail Southern Pine SG=0.55 3/8" 5" Southern Pine SG=0.55 1/2" 5" #10 x 1" Steel Screw (G5)"0.093" Aklninu 6063-T5 r in. 5/16" 5" • • BR OP•A SWE 7W PWWWE FUhL SUPPORT TO THE WINDOW FRAME. 1/16" A36 Steel 5/16" 5" 5063.75 Akiminun 0.045" 18 Ga Steel Stud Gr. 33 1 5/16" 1 5" VERTICAL SECTION F -F . • • •;' • • 00: • • • • •• • • • • • • • • • • • • • • • • •• • • • • •• • • • • 6.• • • ••• -- INSTALLATION NOTES: • • ••• • INSTALLATION 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW TYPE J 1 --- ' C • • 00: EYBEQMENTOAND FpGF•DIST j4�E LIMITS. MBtetlN Mn. Fy Mn. F. EDGE DISTANCE • — ' • • • • • • • • 2-*CF:1ErrT TO ME JAL: THE STRUCTURAL MEMBER SHALLSpggl • • • • - — • • • BR OP•A SWE 7W PWWWE FUhL SUPPORT TO THE WINDOW FRAME. Strew 92 ksl 120 ksl 5063.75 Akiminun 16 ksi 22 ksi EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT • • • • • 3. IAAPPLIWR LE, !W;I DESIGN PRESSURE FROM EITHER A36 Steel 36 ksl 58 ksl • AND EDGE DISTANCE PER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. C7. 33 Steel StA 33 kSl 45 KSI SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F . • • •;' • • 00: • • • • •• • • • • • • • • • • • • • • • • •• • • • • •• • • • • 6.• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • `\ 1%11111111 Y N/ ' LYN,. No.58705 ••: .p •, � :• t1J� 5 A OF0. C(/ '1111111111 A LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4" INSTALLATION TYPE N CONCRETE/CM PER ANCHOR EDGE REQUIREMENT DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET { EMBED 1ENT 1J 1 MAX SHIM USED FOR ALL Substrate SIDES OF EDGE ARCHITECTURAL DISTANCE SHAPES 0 11-7/8- 1-7/8"O.C. OR FRAMING, SEE NOTE 2, THIS SHEET 0 C.MAX. T A urns 6063-T5 rrin. 318" 0.063" " INSTALLATION EXTERIOR TYPE O a L_J� INSTALLATION TYPE M EMBEDMENT 114• MAX SHIM FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH INSTALLATION GLASS TYPES 5-8, (SG INTERLAYER). TYPE N I WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET I VISIBLE LIGHT WIDTH = I 114• III�� WINDOW BUCK WIDTH -2-3/4" MAXWINDOW BUCK WIDTH SHIM HORIZONTAL SECTION t' 1- I STEEL SELF -DRILLING SMS (435), SEE TABLE 11, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET -i1 /4" MAX SHIM 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. _7 SEE NOTE 2, THIS SHEET • • • •"YNGQOLZED CVU" V4UEj MAY41E USED FOR GROUTED CMU APPLICATIONS. • WL HEAEbTyPES APPWAWE. • INSTALLATION NOTES: • • • • • • • • • . , 1. USE ONLY ANCHORS Loot 0,40 S% FCRL. EI ERNE ::IA EDGE DISTANCE LIMBS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "IX". ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2" 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS •2X• ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORIW HRUN16 JURISDI01nON. • • • • • 3. FOR ATTACHMEN:IU,IETAC THE JTRQCT:t IJEMBER SMLL SE OF A.IZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • i • • • • • VERTICAL SECTION H -H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM11THER WIiiIJW OR MULLION NCA APPLIES TO WHOLE SYSTEM. EMBEDMENT �I II , II I EDGE J;III I DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR Anchor I Substrate Min. Edge Distance1 2X WOOD BUCKSTRIP Max O.C. #12 or#14 410 SS Screw Southern Pine SG=0.55 OR FRAMING, SEE NOTE 2, THIS SHEET !� I A urns 6063-T5 rrin. 318" 0.063" " 6.r FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES 1-4 (PVB INTERLAYER), NOT TO BE USED WITH INSTALLATION GLASS TYPES 5-8, (SG INTERLAYER). TYPE N I WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET I VISIBLE LIGHT WIDTH = I 114• III�� WINDOW BUCK WIDTH -2-3/4" MAXWINDOW BUCK WIDTH SHIM HORIZONTAL SECTION t' 1- I STEEL SELF -DRILLING SMS (435), SEE TABLE 11, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET -i1 /4" MAX SHIM 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. _7 SEE NOTE 2, THIS SHEET • • • •"YNGQOLZED CVU" V4UEj MAY41E USED FOR GROUTED CMU APPLICATIONS. • WL HEAEbTyPES APPWAWE. • INSTALLATION NOTES: • • • • • • • • • . , 1. USE ONLY ANCHORS Loot 0,40 S% FCRL. EI ERNE ::IA EDGE DISTANCE LIMBS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "IX". ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2" 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS •2X• ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORIW HRUN16 JURISDI01nON. • • • • • 3. FOR ATTACHMEN:IU,IETAC THE JTRQCT:t IJEMBER SMLL SE OF A.IZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • i • • • • • VERTICAL SECTION H -H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM11THER WIiiIJW OR MULLION NCA APPLIES TO WHOLE SYSTEM. EMBEDMENT �I II , II I EDGE J;III I DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR Anchor I Substrate Min. Edge Distance1 Mn. Embedment Max O.C. #12 or#14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 6.2" A urns 6063-T5 rrin. 318" 0.063" " 6.r A35 Steel 318" 0.063' - 6.r rrdn. 3/8" 0.045" 18 Ga 6.r #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-318" 6.r Alur inum 6063-T5 min. 3/8" 0.063"' 6.r 063"' A36 Steel 318•51-3/4" 6.r Steel SW. Gr. 33 nin. 318" 18 Ga 6.2" 114" 410 SS CrMeFlex routed CMU ASTM C -9D 2-1/2"-1/4" 11.6" Concrete min. 3.35 ksi 1" 11.6" 1/4" Steel Utracon Concrete min. 2.85 ksi 1"-314" Z 11.6" Concretemin. 2.85 ksi 2-1/2"-318" 11.8" rASTM90 2-1/2"-1/4" 11.6" 5116" Steel Macon Concrete min. 3.5 ksi 1-114" 1-3/4" 11.6" -1/r 1-3/4" Gr G90 2 -1/2- 11.8" • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Melerial PA, F, Mn F. sl.w Screw 92 "1 120 kat 410 Screw 90 ksl 110 kel Eko LhaCorM 155 WI 177 kei 410 SS Eko CretoFbW 127.4 kel 189.7 kat 6063-T5 Ahminue 16 km 22 km A36 Sleet 35 W 58 kv Gr. 33 Steel 51 33 km 45 W PRODUCT REVISE es cemplyir• wiYk Ur Fimiie Bleldre8 Code E.<Pwmia� Date By Miami ede ProdOct NO CHANGES THIS SHEET. z i rn Y O W � O Q Oz y to i ¢ J 00 wr Lu Z •/H Z UL C" ^ i 'o J u °Ja c7 = LLl UU o o, W W Z Go W - V iJ 7m0 Q > a Z o oZrn o O F- o J 01 Q ® 0) 5=45 oo rn F - Z o Z Q w O X Z Z n LL F a =,a/ 5s5� 55„55 11IIIIIII"// NY LYNA( 'tqx •',GENg-' * No. 58705 ,k +-Q ��0'.-- N (/ ��''SS��NAL I��•\; A LYNN MILLER, P.E. P.E.# 58705 Item PGT Part# Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063 T5 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-75 6a 4270 I Installation Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Coker for Cunes Rigid PVC 8 4267 7/16" Lams. Glass Beading for Curves Alum. 6063.75 9 4269 I.G. Beading for Cunes Alum. 6063-T5 10 70589C Gasket (at 90° comerjoints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65+/-1 12 61308K Foam Beading Tape 3 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16!'x 1-3/32" x 4" Neoprene, Duro. 85+/-1 29 76X1 14FPTN #6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel 30 781PQX #6x 1" Quad PH SMS (Assembly) Stainless Steel 75 78 77 78 Kommeding Kodispace 4SG TPS Quanex Super Spacer nXf Quanex Duraseal Spacer Cardinal XL Edge Spacer See this Sheet for Materials ASSEMBLY DETAILS FOR FLANGE 8 EQUAL -LEG FRAMES 904 CORNER FRAME ASSEMBLY ALL CORNERS TO I USE GASKET I AND/OR SEALANT 6 r TERIOR EG FRAME ME 30 2.784' .094" .074" r 062" 1.875" 1j .438" 1.000" .500" -F--4 - .050"'000 f(DFLANGEFRAME 2.71. • .094" • • .074" .062" 1.375" 1 • 500" 438" OEQUAL -LEG FRAME I__� .970" F-- 1--� I - .346 JJ��'�(ryy -+{ 1.037" .875" � .875" �-�— .050" tF .050" .050 OGLASS BEADING O BEADING -GLASS 6a FASTENER COVER HOT -MELT SILICONE I STRUCTURAL R POLYISO- 1/4" NOM.3/16" NO BUTYLENE WITH STRUCTUR DESICCANT SILICOFOAM WEXT. GLASS DESICCA(EXT.GLASSE`-INT. GLASS. GLASS OKODISPACE OSUPER SPACER* 75 4SG TPS 76 NXT - ANGLED/CURVED FRAME ASSEMBLY •• ••• • • • • LEG FRAME ol I 10 I 10 I • • ALL SORNrj2S lP 1 • • • ! •SE6ASKET• 10 • • AND/OR SBALAWr 11• V1 —FLANGE FRAME MITERED FRAME WITH INTEIA• • *r TERIO: • e • •: AND EXTERIOR FRAME WELgB• • � • • • (SHOWN) OR CORNER KEYS •T • • • • • • ! SCREW BOSSES. SEALANT M ALl COR•BRS • • • • • • • • ••• • • • • ••• • • • • • • • • • • Q N 0 J 2y w z z LL g o • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.784" 694" _II -- 014" 0 1.375" 1 T .500" 438" 1.125' .077- # OFIN FRAME �PRODIJCTREVISW s u plying wish the Florida Building CodeA�dpt� 140 ��7y Esokatww Dr[e .970" .346' (Miami PrMhKt Cawtrol� 1 n U U .675NO CHANGES THIS SHEET. .050" O7/16" LAMI I I.G. GLASS s GLASS BEADING O BEADING FOR CURVES FOR CURVES ALUMINUM POLYISOBUTYLENE DESICCANT FILL EINFORCEMENT SEAL 5/16" NOM. M. 5/16" NOM. SILICONE BUTYL6 ROLL -FORMED / DESICCANT STAINLESS STEEL FOAM XT. GLASS EXT.GLASS / INT.GLASS INT.GLASS OOURASEAL* XL EDGE'S SPACER 78 SPACER ASSEMBLY DETAILS FOR FIN FRAMES ANGLED/CURVED FRAME ASSEMBLY EXTERIOR lZa MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ci r2 CI W > N Y naH p mo 7 o V a; 0 O Qo 0 � 2y Q N 0 J 2y w z z LL g o J a ur. I(I O = UUo e� w 9 H Z v ! a c7 0 (.7 Dov 9m0 du .� �> a z LU z O ,R z o U O g of O LLO J 0 z o z v 3 0 Z O W D Q Z X aic o W v 0 w w X '(ILYN !4 N ��?. �' ��10ENSF �'• �(�P . i * No. 58705 ST TE OF VII FLOR.... G\�� /S,S/ONAL A LW41#11LILE13.b E P.E.4 58705