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WS-15-919 low Inspection Worksheet Miami Shores Village �. 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-232863 Permit Number: WS-4-15-919 Inspection Date: December 17, 2015 Inspector: Porto Jr,Jose Permit Type: Windows/Shutters Inspection Type: Final Owner: IOANNA KONIDARI,WILLIAM F HULME Work Classification: Window/Door Replacement m Job Address: 196 NE 105 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1121360130630 Contractor: OBRA PRIMA CONSTRUCTION GROUP LLC Phone: (305)825-2300 Building Department Comments 12,000 VALUE WAS INCLUDED IN THE RC PERMIT. Infractlo Passed Comments INSPECTOR COMMENTS False IMPACT DOOR AND WINDOWS REPLACEMENT(1 DOOR AND 18 WINDOWS) Inspector Comments Passed X21 Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 17,2015 Page 1 of 1 P o Miami Shores Village tiB€7r1111 "y} �nColnis6hlll�ec ; 10050 N.E.2nd Avenue NE .... a .� rk lasstfi a r fi r d+ s 1`+ r epiace' t ,. Miami Shores,FL 3313&0000 £ PBr St, AF�PRC3VEL ^ � Phone: (305)795-2204 �aRv Issue ,101234 5 Expiration: 04/20/2016` L,` Project Address Parcel Number Applicant 196 NE 105 Street 1121360130630 Miami Shores, FL 33138- Block: Lot: WILLIAM F HULME III IOANNA K Owner Information Address Phone Cell WILLIAM F HULME III IOANNA 1155 NE 119 Street -- - - BISCAYNE PARK FL 33161- 1155 NE 119 Street BISCAYNE PARK FL 33161- Contractor(s) Phone Cell Phone Valuation: $ 12,000.00 OBRA PRIMA CONSTRUCTION GROU (305)825-2300 (305)308-5601 _...::.. _..... _..... _. _ .. ...:�.__ ..:.,.___ _...... _:...._ Total Sq Feet: 0 Type of Work: 12,000 VALUE WAS INCLUDED IN THE RC Available Inspections: No of Openings: 19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Review Building Review Building Review Structural Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.00 DBPR Fee $o.00 Invoice# WS-4-15-55247 DCA Fee $0.00 04/20/2015 Check#:1509 $50.00 $160.00 Education Surcharge $0.00 10/23/2015 Check#:102 $ 160.00 $0.00 Permit Fee $50.00 Plan Review Fee(Engineer) $80.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $0.00 Technology Fee $0.00 Total: $210.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and4oning. Futhermore I authorize the ab E�-rtarrrCcntractor to do the work stated. October 23, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy October 23,2015 1 Miami Shores Village BuildingDepartment , s (, p APR 0 2015 ` 5 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 $y: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING' Master Permit No. RC 14-1107 PERMIT APPLICATION Sub Permit No. L )S IS - QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION 0 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 196 NE 105 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2136-013-0630 Is the Building Historically Designated:Yes NO X Occupancy Type: SFR Load: Construction Type: CBS Flood Zone: X BFE: FFE: OWNER:Name(Fee Simple Titleholder):William F. Hulme 111 & loanna Konidari Phone#:305-510-7342 Address: 196 NE 105 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Not Applicable Phone#: Email: CONTRACTOR:Company Name: OBRA PRIMA Construction Group Phone#: 305-825-2300 Address: 3408 W. 84 Street, Suite 316 City: Hialeah State: FL Zip. 33018 Qualifier Name: Joel Ripoll Phone#: 305-825-2300 State Certification or Registration#: CGC 1521523 Certificate of Competency#: DESIGNER:Architect/Engineer: Alejandro Santamaria Phone#: 305-785-8296 Address: 10251 SW 72 Street, Suite 104 City: Miami State: FL Zip: 33173 Value of Work for this Permit:$ �� CM0 ' 02� /&Jc-,%fSquare�Linear Footago W rk: Type of Work: ❑ Addition Alteration ❑ New 0 Repair/Replace Demolition Description of Work: Interior Home Renovation / Impact Door and Windows CT Specify color of color thru ile: Submittal Fee$ Permit Fee;;o CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Review $ Bond$ TOTAL FEE NOW DUE$ Revised02/24/2014 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature G Signature OWNER or AGENT CONTRACTOR The foreg ing instrurnt was acknowledged before me this The foregoing instrume t was acknowledged before m this day of /`z d 20 �J ,by day of 20 !? by o is personally nown to ��- ��®tom .who i 6ersonally known o me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign• ,�A Print: Print• /( Ji- NELSON MEDINk JR. Seal: NOTARY PUBLJC '� Seal: NOTARY PUBLIC STATE OF FLORIDA STATE OF FLORIDA Corrrnitt 103142 Cain FF103142 APPROVED BY , Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 06/18/2015 20:47 305-825-2302 Nelson Medina Jr Page 2/2 1 CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYI� 06/18/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Frank Rodriguez Florida Premium Insurance PH0IAJC.No.E : (954)400-5665 FAX 2690 Weston Road Ste 200 E-MAIL c No: (954)320-0389 ADDRESS: frank@floridapremiuminsurance.com INSURERS)AFFORDING COVERAGE NAIC Weston FL 33331 INSURERA: ENDURANCE AMERICAN SPECIALTY INSURANC INSURED INSURERS: Obra Prima Construction Group INSURERC: 3408 West 84 Street INSURER D: Suite 316 INSURER E: Hialeah FL 33018 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BYPAID CLAIMS. TRW AWE -FU[rCTE3F- LTR TYPE OF INSURANCEINSRPOLICY NUMBER MIDD EYY) (MMIDDNYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES 'N LNILD occurrence $ 100,000 X CLAIMS MADE OCCUR MED EXP(Any one person) $ 5,000 A CBC10001636002 06/1812015 06/182016 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMJECIT APPLIES PER PRODUCTS-COMP/OP AGO $ 1,000,000 POLICY PRO 7XLOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED ' AUTOS AUTOS BODILY INJURY(Per eocident) $ HIREDAUTOS AUTOS NON-OWNED UTOS PROPERTY DAMAGE $ Per accident UMBRELLALWB H OCCUR $ $ EXCESS LIAB CLAIM MADE EACH OCCURRENCE AGGREGATE $ DED RETENTION$ WORKERS COMPENSATION $ AND EMPLOYERS LIABILITY WC STATU- OTH- ANY PROPRIETOR/PARTNER/E)(ECUTIVE YIN $ OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,descr be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) " General Contractor Policy— CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Building Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FI 33138 AUTHORIZED REPRESENTATIVE ACORD 25(2010/05) 1988-2010 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD i S E I 9 2015 r September 12,2014 Owner(s): Ioanna Konidari and William Hulme Job Address: 196 NE 105 Street Miami Shores,FL 33138 Estimate No: 000000138 Dated: 08/18/2014 "EXHIBIT A-CONTRACT" CONSTRUCTION INDUSTRIES RECOVERY FUND — PAYMENT MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE-LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: STATE OF FLORIDA — DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 940 NORTH MONROE STREET TALLAHASSEE, FLORIDA 32399 (850)487-1395 FLORIDA CONSTRUCTION LIEN LAW DISCLOSURE—ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTION 713.001-713.37, FLOP.IDA . STATUES),THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE••* : •••••• MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A'RD3lgT TO-%.• '. ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTX:'1'1'IIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOU'RE CONTR'ZTOR 04t A SUBCONTRACTOR FAILS TO PYS SUBCONTRACTOR, SUB- 00:801, . . SUBCONTRACTOR, OR MATERIAL SUPPLIERS, THOSE PEOPLE WnCfARE ••' ..... ...... OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT;EVEf i IF .' YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YQ�J FAIL TQ••• "•• • PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAV"A LIEN • ... ••••: ON YOUR PROPERTY. THIS MEANS IF ALIEN IS FIELD YOUR PROPERTY •• COULD BE SOLD AGAINS YOUR WILL TO PAY FOR LABOR, MATERIAL, 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 RELISE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. UNDER NO CIRCUMSTANCES WHATSOEVER SHOULD ANY PORTION OF THIS PROPOSAL BE REPRODUCED OR USED IN PART OR IN WHOLE FOR THE SOLICITATION OF OTHER BIDS WITHOUT THE EXPRESSED WRITTEN CONSENT AND APPROVAL OF OBRA PRIMA CONSTRUCTION GROUP LLC. Note(s): Section 1: The work order proposal is only valid for 30 days unless accepted in writing by the buyer.The proposal once agreed to and signed supersedes any previous or subsequent agreements. Section 2: Unless otherwise stated,the price does not include permits.Customer(s)/Owner(s)will be responsible for providing three(3)copies of a signed and sealed property survey for obtaining the permit. Permit(s)will be obtained by Contractor and paid for by Customer(s)/Owner(s)or Customer(s)/Owner(s) will obtain Permit(s)and paid for by Customer(s)/Owner(s)and provided to Contractor. Section 3: The definition of a contractor section 489.103(3)Florida Statutes is one who"undertakes himself or by others"to do construction work. The customer is contracting with and only with a licensed contractor. Section 4: The cost of any type of brick/paver/stone installation is computed on a Square Foot and/or Lineal Foot basis. All Estimates although agreed to by Contractor and Customer(s)/Owner(s)may vary due to the various building codes throughout Florida and/or Local Municipalities,the cost of construction may vary due to but not excluded are:drainage issues,swales, footers,setbacks,easements, local building codes pertaining to any and all municipalities,unknown and/or undisclosed conditions for renovations may exist when not readily visible behind walls, under slabs, inside ceilings,roofing areas, behind cabinetry,under prior installed flooring materials,underground either inside or outside the property and/or job site location, in surrounding areas and/or foundations and this applies to all disciplines/trades for Building, Electrical, HVAC/Mechanical, Gas, Plumbing, Structural,Sewer/Septic,Roofing,etc... Upon discovery of Any and All Adverse Conditions and/or Structural Defects as determined by Contractor and solely determined by the Contractor at Contractor's Discretion in this agreement affecting all applicable Construction Disciplines/Trades but not limited to those disclosed above in this agreement affecting the proposed scope of work for any project impacting either demolition,removal of any and all existing building material(s), •••• aggregate(s) substrates) structures roads sewer/septic system(s) excavation of any and/&.Wl w®rk ••••• and/or surrounding areas as required, water mains and/or water lines,electrical lines,gas lii&%%,"dlor : .••• .• outlined in the scope of work or not will result in a Notification to Customer(s)/Owner(s)bty.Q tractor arid"' •...:. a Change Order delivered to Owner(s)and will result in an Additional Cost of Construction ker.but not ' • limited to Labor, Materials, Delivery Fees, Re-Stocking Fees,All Fixtures(Electrical/Ligh kw,,R • •�'. HVAC/Mechanical, Plumbing,etc..)and any and all item(s)/material(s)required for successf Linpletion •• 00600• of Project.This is hereby agreed to in this agreement by the Customer(s)/Owner(s). The 00"00 • • • "••• Customers)/Owner(s)signature constitutes acknowledgement and acceptance of all theseMfVs.* ""•• Section 5: Should Customers)/Owner(s)refuse any portion of material deliveries for an;rembu,a :•"" •••"' restocking fee and additional freight fees will be applicable and at the expense of CustomeT(s),abd/or .. ;•••.: Owner(s). •• • OWNER'S RESPONSIBILITIES: (A) The Owner(s) warrants that he owns the land,unit,home, building,or location upon which the project is to take place,or that he has full authority from the owner thereof,or all co-owners,to enter into this contract,and the owner will indemnify and hold harmless the Contractor in all manners arising on this contract. (B) The Owner(s)agrees to supply the Contractor with required current and valid surveys of Owner's property. Furthermore,the Owner(s)agrees to verify the project location,dimensions and elevation after it is set by contractor's personnel,and accepts full responsibility for same.Minor variations in dimension or elevations shall not affect the validity of this contract,nor the Owner's responsibility under it. (C) Unless otherwise stated herein,site preparation including removal (and reinstallation if applicable) or protection of trees,shrubs or other vegetation,removal of any underground sprinklers,electrical lines, gas lines, water mains and/or water lines,septic tanks,or any other object(s)on the property.Also included but not limited to fencing,hurricane shutters or tracking of any kind. (D) The Owner(s)shall grant the contractor ample access area for equipment,personnel and materials delivered to the site,and shall furnish adequate water and electrical power and shall grant the right to store materials and debris during course of construction.The Owner(s)assumes full responsibility for clearance damage to anything in the area of access whether it be the Owner's property or that of an adjacent neighbor.The contractor is specifically held free of responsibility of damage to landscaping,sod shrubs, trees,fencing,walls, sprinklers,paving driveways,curbs,sidewalks,septic tanks,sewer lines,gas lines, electrical lines,water lines or other items above or below ground in the area of access and or construction. (E) It is agreed that the Contractor shall be permitted to perform his work without interruptions or delays or any other acts of negligence caused by the Owner(s)or the Owner(s)representative. (F) Efflorescence may form on the surface of concrete,and/or concrete pavers during the first two years after installation. It is caused by the reaction of carbon dioxide in the air and free calcium hydroxide within the paver and may form a white or colored film on the top of the surface;with further exposure,the efflorescence will become a highly soluble calcium hydrogen carbonate which will be normally washed away by rain. Contractor is released from any and all liability and is held harmless in all capacities if this is to occur(Refer to"Exhibit B"). Customer(s)/Owner(s)signature constitutes acknowledgement and acceptance of these terms. (G) With any concrete products there may be variations in color and texture which is beyond the control of Contractor and Owner(s)releases Contractor from any and all liability for variations in appearance, material,quality or texture. PERSONAL PROPERTY:The Customers)/Owner(s)agrees that all equipment and materialS•plaoed on. �•,• "••;• his property for use in construction will remain in the personal property of the Contractor ullflfo •sums '•:.•• '+ ..� due the Contract have been paid in full. .•.+++ 0 •.. ••.. • • INSURANCE OF CONTRACTOR: General Liability and/or Property Damage Insurance and/or a ..... ... workman's compensation exemption as allowed per State of Florida regulations will be prQjA•aby the; ••� +•;••• •••• Contractor. •••�•� +0000• CONTRACTORS REMEDIES IN THE EVENT OWNER DEFAULTS: (A)Owner will be in default 4,...:. 469666 (1)any payment called for under this contract is not paid promptly when due. (2)Any aeeesnoenj madety the Owner is not promptly performed or. (3)Any conditions warranted by the Owner prove to be untrue, V: (B)In the event of default by Customer(s)/Owner(s),Contractor may do any or all of the following:(1) Suspend the work and remove materials from the premises.(2) Remove any and all of the equipment for use in the construction whether or not is has been installed. In this regard,Owner agrees that Contractor may enter upon Owner's property for the purpose of repossessing such equipment without liability to Contractor for trespassing or any other possible reason.(3)Retain monies paid hereunder,regardless of the stage of completion of the work and attorney's fees(including fees incurred in connection with appeals) incurred by Contractor in enforcing its rights under this contract.Contractor and Customer(s)/Owner(s) agree that any claim or action by either party,arising from the existence of this Contract or any other warranty provided in the agreement hereunder,shall be settled through Mediation and/or Litigation in the appropriate State Court in Miami-Dade County,Florida.(C)Customers)/Owner(s)agree that no claims may be filed under any warranty unless and until the indebtedness to Contractor is paid in full. The Contractors shall not be responsible for damages or delays resulting from acts of GOD,riots,civil commotions or disorders,delays or defaults by carriers or inherent defects on premises in which work is to be done,strikes,fires, accidents,storms or other causes beyond its reasonable control.The contractor shall not be responsible for the movement and/or shifting of the sub surface soil and foundation of any and all structures nor any other activity which is possibly similar that may occur which is beyond the control of Contractor. Every attempt will be made to mark off areas where work is in progress.However, it is the Responsibility of the Customer(s)/Owner(s)to keep any non-authorized persons from the designated work areas. Contractor will not accept any responsibility for any accident(s)or liabilities which may arise from unauthorized individuals and/or personnel on the Premises, Marked Off or Indicated Areas by Contractor, or Surrounding Areas. Customer(s)/Owner(s)agree herein to hold Contractor Harmless of any and all claims. This estimate proposal when signed will become a legally binding contract which will supersede all and any previous subsequent agreements. Proposed Contract Amount: $ 80,360.00 Payments will be made to Contractor as draws during phases of completion and are due from Owner(s) within 3 days or draw request submission. Authorized er Si --Y---'"�—.- Dater //'�/ Authorized stomerS Ve:?r 0.4t p 0000•• 00.000 :.• • • 000 ••••i• 0000• •• Authorize o act o tractor Representative Datg: ••...: 0000•• 0000•• • • • • Rescission Period: ••• • • You,the buyer, may cancel this transaction at any time prior to midnight of the third .• ;•; :.:see: •; business day after the effective date of this Contract. '• • ♦ i M®fid MIAMI--DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT„AND REGULATORY 11805 S.W. 2e Street, Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidade goy! era/ PGT Industries 1070 Technology Drive Nokomis,FL 34275 APR L 0 6 SCOPE: This NOA is being issued under applic ler s and regulat L12Mconstruction materials. The documentation s d b n ed and accepted by i-Dade County PERA- Product Control Section to be s a e my and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid afte a e n date d 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 11SH 700”Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option"M"at installations above 30 Ft,above ground(See sheet 1 of 11). 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 beep filed and thW'has been••�• no change in the applicable building code negatively affecting the performance of d is4r4duct. •••• • TERMINATION of this NOA will occur after the expiration date or if there has W p revision or change••••; in the materials,use,and/or manufacture of the product or process. Misuse of this NtIA*L an enot gsdmont of...• any product, for sales, advertising or any other purposes shall automatically termimU tkis NOA. Failure to,• •• ..• comply with any section of this NOA shall be cause for termination and removal of NQ*-; •• 40 •••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dadd Florida, ands• followed by the expiration date may be displayed in advertising literature, If any�©ftidn of 1v.MA 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'manufacthse ar its distributors and shall be available for inspection at the job site at the request of the Building Oficial, This NOA revises NOA No. 114405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above, The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 11-1013.14 MIA ,cou N Expiration Date: March 26,2016 Approval Date: November 03,2011 �� ?' Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision D" dated 10/07/2011 prepared pared by manufacturer, signed and sealed byAnthony Lynn nn Miller P. E. Y B. TESTS 1. Test reports on:l)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 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:l)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 20394 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on:1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an alumirmr4stdek hunk..:- window, with fin frame, prepared by Fenestration Testing.Labolatory;ly9e Test • Report No. FTL-4645, dated 08/11/05, signed and sealed by Utnuhdo L,&gaespadc P.E. (Submitted under previous NOA No 07-0322.06) •••••• • 4. Test reports on: Large Missile Impact Test per FBC,TAS 201'-�4•• •;; •Goes 2) Cyclic Wind Pressure Loading per FBC,TAS•l43'-Z}4 •..••• along with marked-up drawings and installation diagram of an a1' VPAam single hung ...... window, with fin frame, prepared by Fenestration Testing Libotaiory, Lie;*-Test est • Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/111'05.11oth signed-and ••��' sealed by Edmundo Largaespada,P. E. ' (Submitted under previous NOA No. 05-1018.01) t •• Jaime D.Gasca ,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:l) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per F13C, TAS 203-94 along with marked—tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4948 and FTI,-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011,prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300--04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE • 1. Miami—Dade Department of Permitting, Environment, and Regul%Q® Affairs;ARRA)...•• • E. MATERIAL CERTIFICATIONS000 •••••• • •. 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont D0N'j�ours c tb:, Inc.,.:.•• for their"DuPont Butacite@ PVB Interlayer"dated 09/08/11, ext itg on.f.11 16. ••••;• 2. Notice of Acceptance No. 11-0325.05issued to Solutia Inc. fer their "Saflex and •• Vanccva clear and color interlayers," dated 05/05/2011, exp *;n WjZj/9016. ;••••. Jaime D.Gasco i,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-2 PGT.industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC-2010,dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, PTL-4645, FTL-4649, FIr"723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05,all signed and sealed by Edmundo Largaespada,R E. (Submitted under previous NOA No. 07-0322.06 and 05-1018 01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. ...•� 0000•• 0000• • . 0000 00•• 0000.. 00 • 00.0•• • 0000•. �..• 00000 00•• 0000•• • ��...• 0 • 00•• 0• 00 •• 000000 00000• 0 0 0 • 0 0 :00••i • 0 0 0 00• 4 Jaitne D. Za� sc n,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 ® GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS ' 1,GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.6/18"LAMI CONSISTING OF(2)LITES OF 118°ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PNB INTERLAYER. B.6118°LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIITEPSAFE MAXIMUM PNB INTERLAYER. C.6/18°LAMI CONSISTING OF(2)LITES OF IV HEAT STRENGTHENED GLASS WITH AN,090 DUPONT BUTACITE OR SAFLEW/KEEPSAFE MAXIMUM PNB INTERLAYER. D.7/18"LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV13 INTERLAYER. E.718"LAMI CONSISTING OF(1)LITE OF 3/18°ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F.7118"LAMI CONSISTING OF(2)LITES OF 3118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB INTERLAYER. 6.13/16"LAMI IG:(1)LITE OF 11W TEMPERED GLASS,AN AIR SPACE AND 6118"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER NOA DRAWING MAP H.13118"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 618"LAMI CONSISTING OF(1)LITE OF 11W ANNEALED GLASS AND(1)LITE © OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXfl(EEPSAFE MAXIMUM PV13 INTERLAYER. SHEET I.13/18"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 08"LAMI CONSISTING OF(2)LITES OF 118°HEAT STRENGTHENED GLASS GENERAL NOTES.............1 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB GLAZING DETAILS............2 INTERLAYER. DESIGN PRESSURES.......3 J.13/18"LAMI IG:(1)LITE OF 118°TEMPERED GLASS,AN AIR SPACE AND 7118"LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS...................4 K. VERT.SECTIONS............13/1S"LAMI IG:(1)LITE OF 118°TEMPERED GLASS,AN AIR SPACE AND 718"LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE 5 HERR.SECTIONS..........5 OF 311W HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L.13118"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS PARTS LIST.....................6 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER EXTRUSIONS..................7 ®M.13118"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 6/18"LAMI CONSISTING OF(2)LITES OF 11W ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR L........._..7 ANCHORAGECORNER DETAIAI.............811 SAFLEXREEPSAFE MAXIMUM PVB INTERLAYER 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) ®3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4.ANCHORAGE:THE 331/3%"STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. B.SHUTTERS ARE NOT REQUIRED. B.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL-4846,FTL-4848.FTL-0847,FTL4M,FTL-4848,FTL-4660,FTL4861.FTI-4723,FTL4957,FTL49M AND FTL4=. ANSUAF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUG7•REVESED B.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 8un� Florida 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVH—n animal pmts comm IIIU11 • • • : ••• .;Os` VION MIC(FR��''i •• •� � � • • � � 041 �t j No c�g105 go •• 000 DL•W iftwapL . 1 ` J.J. law/99 D 2010 FRO UPDATE • •• moppian .p'., aEA OP.:�_ 1070TE MOLOOYORM GENERAL NOTES JR 04!09/!4 C OLA88iYPE7D • NOfOLGiB PL 34270 i a�' o — ALUM.SINGLE HUNG WINDOW,IMPACT AK 99/93/ B TON 9 • • y� ommvp genre ore.+ •• • NOKOMIS,FL34274 ydgly&tw s t seem ft-ft ams A.L1�1�1lIUlILI.ett,P.E. FJG WW J.J. MOW SHOD ALTS I 1 • 19 4040-20 D FL P.E.#68706 • age a • • • ••• • • • i • • • i • •• •, • ®NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/18"WITH NO CHANGE IN DESIGN PRESSURE. 112"NOM. 12"NOM. 41 GLASS BITE LAC GLASS SITE aEXTERIOR INTERIOR (ALL SECTIONS) 37 ® 37 80,81 or 82 83,84 or 86 70 70 11W ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 8116"NOM. 7118"LAMINATED 6116"LAMINATED GLASS 7/16"LAMINATED GLASS �J �./ 10 NOM. 1P2"NOM. 46 GLASS BITE 46 GLASS BFE ITLN 38 38 lJ PRODUCT RBYI9ED 86,87,88 or 92 89,90 or 91 e9ia�4 ytdwRmlao Accgt"mNo 70 70 N f Pt"fluc[Co"ho• 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118°ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS I t I I I t b/16" gVATED 7118"LAMINATED •A�t S?I AOE • i AIR SPACE � LYNN Al/... ylW A1R4N'�L iTt TEIB ERED GLASS& 118"TEMPERED GLASS© `�`��d.•��CENSE' ., •• • •138"WsM. • •• 13/16"NOM. 13/16"LAMI W*6LA W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI is Q to t1 Rw d. ome ami ••s • • • :� STAB �Z J J. 10(07/11 D NDC 7}BSSF7 • lanwap nrera "arsrmn Comte =,FLOYDRNE GLAZING DETAILS .�O •' FLoa�O"'• ��' JR 04/01/11 C QH/IIIC/ED • NOK011W,R34278 i FK 11/99 °°` ADS �e ac &tna�loNOTe Po.egx+e� ALUM.SINGLE HUNG WINDOW IMPACT ''��`sS10NP� DIgow 2W t�oX0=,FL342Y4 VtilbtyBB6ra,' !'rla2rodee s� mart + � A.LIr((IN'MILL'�,P.E. FJG 8N/W la NlEdD7 • SHOO Full 2 � 11 4040.20 Q FL P.E.#68708 Soo • • • �••s: ••• ••• • i III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE I. ` BASED ON FLANGED WINDOW TP-TQ-TIP FRAME DIMENSIONS WINDOW HEIGHT WID'T'H GLASS TYPE 63" 88" 88" 70" 72• 74" 76" MEETING RAIL 48" A,B,M +80,0 1 -80.0 +80.0 40.0 +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 HT. 60° A,S,M +80.0 40.0 +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +00.0 -80.0 +79.0 •79.0 82" A, ,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +76.9 -76.8 ° H 631/8" A,S,M +80.0 -80.0 +80.0 -M.0 +79.8 78.6 +78.2 •78.2 +76.9 -76.9 +76.4 -76.4 +74.0 -74.0 UP TO 631/8" C,D,E,F,G,H,l-M +80.0 -80.01+80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE 2. BASED ON FLANGED WINDOW TIP TO-TtP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 60 618" 83" E+7O.O 2° 74" 78" 48" A,11,M +60.0 -80.0 +90.0 -60.0 +80.0 -80.0 +80.0 -80.0 -70.0 +70.0 70.0 +70.0 70.0 HT• MEEfINO RAIL `� 60" A.S.M +80.0 -60.0 +80.0 -�.0 +80.0 -80.0 +79.9 -79.9 -70.0 +70.0 70.0 +70.0 -70.0 •x" T H 62" A,S, +80.0 -0.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 -70.0 +88.8 888 +87.8 87.8 631/8" A +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +76.0 -78.0 •�.0 +88.7 88.7 +88.8 08.8 UP T063118" C,D,E,F,G,H.L kKL +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 70.0 +70.0 •70.0 +70.0 •70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL PIN WINDOWS WI HIGH SILL OPTION® TABLE 3. BASED ON FLANGED WINDOW IP TO-TIP FRAME*DIMENSIONS w NT WINDOW HEIGHT I MNUS SASH HENGHT(MAIC WINDOW HT.W/BASH■78"FLANGED AND 76"INTEt1RAl PINI "O" MINUS WIDTH GLASS TYPE 171!6" 2Z 11N8" 28 3118" 33314" 30 6116" 4413116" 5o 318" 8616118" SASH 531/6" D,E F,J K,L +80.0 -M.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL i. GLASS TYPES: TEST REPORTS TABLE 4. °x° 1H A.6118°LAMI-(1/8°A,.090,1/8"A) FTL-4847,4848,4723,4967 B.8118"LAMI-(1/8"A,.090,1/8"HS) FTL-4847,4048 C.6!76°LAMI-(1/8"HS,.08D,1/8"HS) FTL4647,4848 0.7118°LAMI- 3/18"A,.000,3/18"A) FTL4646,4686 E.7118°LAMI-(3/1("A,.OW,3M6"HS) F7L4W PROD=REMED F.7116°LAMI-(3/18"HS,.090,3/18"HS) FTL4046 'wr*yh*welt tIw mwws G.13118°LAMI tG•118°T.Alli SPACE,li118°LAMI•(118°A.090,1/8"A) FTL•4848,4723 m=NNo O � H.13/18°LAMI 1G-1/8°T,AIR SPACE,6118°LAMI-(VB°A,.090,1/8"HS) FTL-4648 lBuildingCO&0 Do L 13/18°LAMI 10.1/8°T AIR SPACE,6118°LAMI-(1/8 HHS,.000,1/8°H8) FTI--4848 uct Como J.13/18"IAMI IG-116"T,AIR SPACE,7118"LAMI-(3/1(°A,.O90,3118"A) FTL4849,4880 K 13/18°LAMI 10-11W T.AIR SPACE,7/18"LAMI-(3/18"A,.080,3118"HS) FTL4849.4650.4988 L 13118°LAMI IG-1/8"T,AIR SPACE,7/18°IAN- 1 , 1 S1 • i • • FTL4849,4860 1 t f I I I I M.13/16"LAMI 10-VIM.AIR SPACE,6/18"LA -{118° t A • • • • FTL - \`\ �yr,YNNso* 606 NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN ` PRESSURES ARE UNEFFECTED. Z is: No.53706 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1°FROM THE FLANGED TIP-TO-11P FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUWeM1 WINDOWS ARE 12 6/8"MINIMUM 90 38"MAXIMUM. �j • • • • • • • • 0'. yo M 11 lll� id. 10!07/19 D A'0CH4NOWTHIS 811B8Ti • • • • • • • • • . . . aolotEauuaroorDRnrff DESIGN PRESSURES ;O,r•., FIOR�aP'��: JJL 04!01/11 0 C//ANGEDCAPGtAS6FA8 4ROMH✓i MKOM ,IFILSit a ALUM.SiNQLEHUNQWINDOW IMPACT FJ6 1f/13/GB 8M)WATM MD lhT.FK LWATOP.4�ot9628r �tHe A LYI�I(ItM1 P.E. •m NOKOMI3,FL3/3'M Vidb$ftAw 8M00 AITS 8 a 11 404D20 D FL P.E.#68706 RK 9/M J 2l�07 • • • • • • • • • • • •• •• • • • •• •• 531!8°MAX.FLANGED WIDTH® 521/8°MAX.I.F.WIDTH 49 SW MAX.FIXEDD� C DLO(ALL) 75"MAX, 76°MAX. I 76"MAX SEE DLO I.F. A A I F. I.F. TABLE j p HEI S HEI;HT SC j HEI PHT ABLE O TABLE O 78"MAX. 78°MAX. 78°MAX. � FLANGED FLANGED FLANGED HEIHT SEE DLO 7/18" HEI HEI HT TABLE X MAX SEE DLO (MAX.) / HETABLETABLE X j NO E4 TABLE X j 4 U 71 481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 VERTICAL DAYLIGHT 76"MAX. 176"MAX OPENING FDMD I F. ED LITE HEI MT E—j HEI HT LOW I HIGH SEEDLO I ® SEE DLO ® DETAIL SILL SILL TABLE O 0 / A 341!2° 34 3118° / 78"MAX 78"MAX. B 41 618° 411/4' FLANGED FLANGED C 41 1/4" 40 7/8" HEI HT HEI D 52 5/8" 52 11/16" E 1 52 1/4" 62 5/18° SASH SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH LOW HIGH �°,� wwhh ft taut 41/2 HEIGHT HEIGHT DETAIL 3SILL 34 SILL l"�:_r� a E 27 7/16" 271/8" DETAIL D DETAIL E D 27 7/18" 271/8° „I a ,wco�l.ol D 18 3/8° 15 3/4" VIEW(CUSTOM SASH) •• ••• • • • •RADIUS TOP(CUSTOM SASH) E I 16W—l-15314' • • • • • • • • • TABLE 5. 111 I I f NOTES: •• •i ••i i i i•i •• `�� 1 LYNN � 10-,........., FR � 1.SEE SHEET 5 FOR VERTICAL AND HORIZOg4L•SEp];4N 6%$Lf.•• i ••• �Z`�•��pENSE ''•., '� 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. ;* 3'SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.® Z* No 58T05 4,SASH HEIGHTS FOR STANDARD SASH WINDOM(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT, ® _ • ••• • ••• • • • • • • • • G TES— LLI. 71 10/07111 a INC CffANQE971fl88ff>W i • i i •• • •i i vow •• • • • • 1ELEVATIONS 0,�;., FLo��oP•RC2, J.R.' WE0P0WWDANE o"wi C INCNC cmass THIS Si16Ei • • • NDco w8 Fl 84276 '. F '',SS/ONA\-",\, RK 1f/1sm a ADD1MEl1RALFlN . v oN,CHtdNaTE&ADDAIOTEa. vo.egxl6z• .SINGLE HUNG WINDOW IMPACT au�GO lluµ�� ae�eya after NOKObIIS,F184274 V&b&B.. MILK FJG 9/f/os J0- 8/2 w sfi7rm NTS 4 d f 1 4040-.20 Q FL P.E.#68705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h-2'7W--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE O CH R 26 27 OPTIONAL BOTTOM LOOKS,(1)6°FROM EASIDE OF SASH. NOTE:BALANCE PARTS USED INSIDE MAX.VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT INSIDE 31 9,10,11,15,16 —_,_Z=7_15: MAX 2.710° FIXED 7,8OR17 LITEL DAYLIGHT 25 OPENING f 25I MAX.FIXED LITE DAYLIGHT OPENING OUTSIDE r MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS® INSIDE 23 47 4ui50 MAX HfIGHT 21 2 48 HIGH I OUTSIDE I SILL 2. 30 LOW SI)L 9 -. MAX. VENT 48 48 DAYLIGHT HIGH SILL LOW SILL HEAD JAMB OUTSIDE OPENING 68 2.710" 28 (G�I.F.FRAME 53 II PRODUCTREViSED OUTSIDE as amplpios with the inorido w gco 0 Acpt AcceptemaNo 53 2.846° 63 Aivllmd Prodoet cavo 52 (LOW SILL) 2 330° (HIGH SILL) &gE NOTE:AV6 . . . . . 54 64 • ••• • \`` a�LYNN Ml4f i�. • ��IZALIFt• ••• • •• 67 3 30 12 lONLY89 ULTRALIFT Q:' SECTION B-B 12 ONLY SECTION C-C _*: No•5g705 AlrERNATE HIGH SILL RADIUSTOP (LOW SILL SHOWN)••• •i• ••• ••i i • (HEAD DETAIL-FLANGED VERSION) Q t gll0 41 Ergs 0 JJ Ht D NOCHANOESTMSSHefi • • •. • • • p1ECIB10900YDRIVE SECTIONS 107 �11 O.C, '•.•FLOROP'��_� ra 0u1+ c No CHANGES THIS sheer • NIDKOW%Fl.aaz7sRaMBir � ALUM.SINGLE HUNG WINDOW,IMPACT �'' SSION AN- F.K 11/7308 B ADDLF.SECUONSBCUAWUATEa4L.COMPONENTS R3 msc o w, a A.LYIYfV'f111IM0,1P.E. o swnor. cls: twe N400=1 94274 mb.(y&mr p g� 2n30T sHToo HBIf 5 + 11 404020D FL P.E.#68705 • • •• •• 0.0 • • •• •• ••• • • • ••• • • ITEM Owe# DESCRIPTION PGT# ITO DWG#1 DE$C18PTION PGT# , 1 4002A FLANGE FRAME HEAD 812225 60 1635 SCREEN SPLINE•.138 bIA HARD 61636K 2 1158 #6 X 1.000 QUAD PN.SMS 781POA 81 SCREEN CLOTH 81816 3 4003C FLANGE $0.L(LOW SILL) 612228 83 506 GLAZING CHANNEL(688 X.600) 6533402 5 1826 ADH98MOPEN CELL FORM PAD 7PAD1026 04 1181 06 X 1.000 H.BUGLE T8K 706X1 6 40 GB FOAVII JAMB 612227 07 GLAZING? ,1116 X 1 -7116 LAAN 82 10 7 4025 SASHMF 612244 ® 88 4051A SASH BOTTOM RAI (HIGH SILL) 1 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL HIGH SILL) 64050 9 4029 SPIRAL BALANCE,318",818",OR I IliW 70 SILICONEv DOW got 095 OR EQUIV 10 1080 BALANCE COVER 318"OR 5B" 6BALCVR990 00 A GLASS,5110"LAN, 118A.090 PVB,9/8" 91 #8 X.750 PH.PN.8118 7834AA 81 ,811 LMA, IAT" .090 PU8,1/8"H8) 12 BALANCE BO BRACKET ZEAL 82 C.GLASS,BMS"LMB WB"HS,.490 PVB,1B"H8 13 10MM,SASH TOP GUIDE 42504 ® 83 D.GLASS,7118"LAMA,OWA.090 PVB j 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 7$X1FPAX 84 E.GLASS,7MIr LAMI,(118 A.008 ,1/8"HS) 18 1080-1 BALANCE COVER,I IM 8" 08ALCVii870 ® 85 F. LASS,7118"LAN,(118"H8,.090 PV8,1B"H8) 17 4063 WH TO C 64053 86 G.GLASS,13116"LMB 10;10"1',AIR$PACE,8118"LANG,018'A.090 PV9,1/8iy 18 4029-1 SASH BRACKET 7ULB KT 87 H.GLASS,13M6"LAMI IG;1/8'r,AIR SPACE,811 "LANA,(118" .090 ,118"HS 19 W32 X 112"I.G.PH.FH.TYPE F S.STL 783gXl2FPFX 88 1.GLASS.13118"LAN 10;1/8'?,AIR SPACE,5118"LAMI, lfirH8,.090 PVB,1J8"HS) 21 4054C PD(ED MEETING RAIL 040540 mi 89 .GLASS,13M8"LAN 10;1 S ADE,7118" 8 AA 8"A) 23 4Wr SMIR f—Of RAIL 84008 90 JKGLASS,W16" IG;118"TAI SP E,7118" (3118"A490 M8"H 25 238 MOV.,A70 X.170 BACK,FIN SEAL 078160 81 IL.%L ,13M8"LAMA 10;1/8"?AIR SPACE,7118-M WIG-148.890 PVB 3M8"HS 28 1098 SWEEP LATCH 71060 92 1 •PWA-09- =7 27 1018 #8 R.151 FK FL.eM8 7888 .0 28 4007 H O L(LOW$ILL) 819230 30 1228 W01P..OU0 VINYL OM49 31 4008 SASH SIDE RAIL 012231 34 12W—SASH WE GUIDE 4 501 1 38 1622 8 BLOOK3/32"X2WVX1" 71 2Kas 36 1082 LAN IG S1�TTIN BLOCK 1"X 3!b"X 9116" 71052K 37 1224 VINYL LB IC 8 4 K 38 1225 VINYL B BULB ITH� 8 b8K 41 40390 GLAZINGBM,8/18 LAM GLASS. 64009 4)7 FRAME I.F.HEAD 42 4 44B 0 n.BMS LANA WIGRILL IGT 640703 #4071A 8083-Te 44 4222A]GLAZINGGLAZING 110" 84222 45 9850BEAD,711W LAMI L IOT 6986 48 FRAME,I.F.LOW SILL 40 4087 GLAZING BEAD,13M8"LAMI I.G. 64067 ® #4072A 808:3-TB 47 4071A FRAME,I.P.HBO 04071 ® D E�g►�Iao 46 4072A LF.LOW SILL 84072 ® 2974 mt!�4 � 40 4073A ,LF.HIGH SPI- 64073 50 40748 FRAME LF.. 64074 52 4009 $ILL LATCH EGRESS (LOW SILL 784009 .062 NOM 63 1088 SPRING,SILL LATCH(EG �) 7SPRNG TF11CT(NE� a a LA (EPRE G ILL) =027400 a• 9 2.1014 SCREEN (HOR.B VER.)•• •• 082NOM 80 1830 $GREEN CORN KEYW1RI 0Twoome88 57 1831 SCREE=N CORNER KEYWJ0UTRINGB• 1 MI(�58 1073 R N SPRING .• R59 1624 SCREEN SPLINE-.136 DIA.FOAMK FRAME,I.F.JAMB ��o `'p4SE Oy 50 #40748,808378 — �� No•581 � • 0:0 •• • ••• • • FRAMED I.F.BUS-TO SILL ®(USED AS RADIUS TOP HEAD) *' *to I, W • • • •• • • ona•s+s 2 00417/!1 NOCK4NM7N188H6Bti • • • • • • • • • iA gtP pp,• (�` . . �ato�taravtnnve PARTSLIST ,,'P�'. �toaIz .• JR. 04/D t C CNnHroHOCAPc1LaSY1RrBrogBN lNlrs t aIkKa627a "" Ii.�. .� SOWls;wALUM.SINGLE HUNG WNDOW IMPACT '��, SSION ,��` F Ivism B P.aeg2MS a" A.LY4r4'W 1 P.E. FJ6 J.,4 ?/19/D7 Nt>XOMaB.t�>t�74 8H700 AIT.4 0 d 97 404420 D FL REX 88705 0 off • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /a I .FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I I II 2 it I.F.FRAME® �2.78a—�{ T I •� I 2 B302.330 1.3I83 L_ 6or50 G FLANGE FRAME HEAD #4002A,8083-T8 F -2.784 I III I / I . N 17,19 ALONG O FLANGE FRAME SILL (LOVA) WELD #40 ,6063T6 6 or 50 030 SCREW LL BOSS(2) SEALANT OR GASKET AT HEAD AND SILL 12.71 0 0 �.� �-1.513�••��.738 040 I-1.461--IT VIEW D-D VIEW E-E (111&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION OFLANGE FRAME JAMB 7 #4026,6063-T6 17 #4053,60MT6 .060 #4004,RA (USED AS RADIUSUS TOP HEAD) '�'� 1.185 .878 1.342 2.328--1 —T 1.096—i f- —T I •462 1'349 41 GLAZING BEAD,5/16- 0=13,6063-TS /16"#40398,8083-T6 •082 165 1.7071.979 [.:062 LJl O SASH SIDE RAIL .062 � 31 #4W6.6o63-T6 21 FIXE 4A,ET 6063H -TRAIL 23 #4SH 80 P RAIL 28 SASH#4007,BOTTOM GRAIL(LO .050 W) .051049%— on #4051.Im- 1 . - I 678 42 GLAZING BEAD,5M$" asamlawwftyfFwiWiD 1155 ILS #40448,6063-T6 °a°0R1F1y�p° UreFlosids 2'�� 1.098 {+ r i (USED W/GRILL KIT) �Ne�% - .062-- t j 2.946 RX �rj GLAZING BEAD 7/16" cot Produ camrol 3.446 O #4222,60837$ Mimai Z 050 • .� • • • I I luull� •• • ••i i i •i •• ..• .•: •.: . . oso I GLAZING BEAD.13/16 o— ►iT O #4067,5083-T5 O FLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,.7/16" = k. 55705 6g #4050A,W63-T6 • •• • #4Qr"6N3-' • #9650,60663 T6 =_ (USED W/GRILL KIT) • • • • • • • • • „p', tO iu JJ 90l07H1 R O NOCHANQE97H/SSH13<1 • • • • • • • • • %� s1ATE Z\ 107uREcl6vo�CcarORfVE EXTRUSIONS&FRAME CORNER DETAIL %�,c:•••., ja 001/91 C NOCHANSESTHISSAM • • • KtKONt FL34M Rawup mw UPDATE FRAME CORNERA&4EMYTOINCLUDE IF. ALUM.SINGLE HUNG WINDOW,IMPACT '��SSIONAL�� FX ro. tie �: eawv m wrra A.Lv151 MILD!,P.E. By,�9 @ Diu NOKorous�, LI34474 Visibly Bettor FJG W/O J.J. Z2'3!07 8H7� Hel/ 7 s 11 4O4t?2Q D FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES FOR 1i1 FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO S84 CRETE-FLEX SUBSTRATE: 29.603 34.603 40.603 46.603 52.603 56:603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE U U p U U M U p U U Mp p -z� Z zM z -zNZz4 Z�zMp p 2.ANCHOR LOCATIONS ARE BASED ON THE GLASS ` NZZqo C4 Z` zZ -ZM Z MWgVDOW 8 N � � WIDTH TYPE 8 v 818 88N8 $N88188 HEAD 181t2MAX FROM TOP CORNERS C,D,E,F,G, 1 _1 1 1 1_ 1 1_ 1 1 _9 1 _1 1 1 1 1 1 _1_ 1 _1 1 _1_ 1 1 •SSS-17112"MAX.FROM TOP CORNERS _ 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 2 1 1 1 1 9 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 6"MAX BELOW MTG.RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 -i[-2 1t-T SILL-ANCHORS NOT REQUIRED A,B,M - - - -- - - - 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 22 2 2 2 2 2 2 2 2 2 2'2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 INSTALL PER THE ADJACENT TAME ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1_ 1 1 _1 1 1 1 _1 _1 1 1__1 _11 _1 1 1 QUANTiTIE3 USING THE DIMENSIONAL CRITERIA OF _ _ _ NOTE 2. H,I,J,K,L 1 21 11 29 21 2 1 22 2 1 22 22 2 2 2 2 2 2 2 2 22 22 32 2 2 2 2 32 2 2 3 3 2 24.000 ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M - - - - -- - - _. _-- _____ .. _. _ - -- - --- --- - FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 2 Ill 11211 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 ARE1"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 2 1 1 2 1 1 2 1 1 ®ESIGN PRESSURE LIMITATIONS: 32 000 H,I,J,K,L 1 2 1 2 2 2 2 3'T12 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A A,B,M 1 21 222231222231223232223232223332233343233 443344 OFFANCORS HOWNINNBOLD. OTHRWISEMUM DESIGN PRESSURE WITH THE f,THHEY ESIGN C,D,E,F,G, 1 _1 _1 1 1 1 2 1 1 2 1 2 2 1 2 2 _1 2 2 1 2 2 _1 2 PREMAXSURE FORT H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 21_3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3-273 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 PRESSURE FORTH 37 OOQ RESP£CTNE SIZE 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS AB,M 2T2 172 2 2 2 3 1 2 2 3:2L3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 -3 3 3 4 3 3 3 4 3 $ 313 4 4 AVAILABLE. PSF 79 C,D,E,F,G, 2 _2 2 2 2 2 2 2 2 _2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 222232223232223232323242333342334353334453344 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2212222322 33232223232323242333342334353334453344 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX.PSF 44.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 (DP LIMITED) 198 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 2 PRODUCT REVISED 22 2: 22232223232233242333342333342334 653334453445 uswmplymgwatli�haFi°r&te JAMB ABOVE 2 3 aHaing Colo PSF 79 79 vesptanceNo 0 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MTS.RAIL gp/� JAMB BELOW 48.000 HAJ,K,L 2 2 2 2 2 2 2 3 2 2 2 3 8 4 3 3 4 8 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 313±L6 4 6 3141615 MTG.RAIL inial adaProductCoatro AAM 2 2 2 2 2 29 2 • • 2• •2• 42 2 2 2 2 2 2 3 2 2_-3 _2_ 2 22222223222 3q 3 ' 342334353334353345463455 {FULL DP} IPSF 72 79 79 HEAD 2 C,D,E,F,G, 2 2 2 2 _2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 % 0.., 0 �� 53.125 H,I,J,K,L 2222222322 X8342 34 3.12334343334353344483445483456x' � rg05 2 2 2 2 2 • _a2 L 2 •2• •2 8 2 2 3 -2 2 3 2 2 3 2 3 JAMB BELOW _4c; lsa• * - A'B'M 222222RAIL 2322 •b342334 342374943334353344453345463445 C'' - �Jl,0*4to ?tu; rr�aen o '�'O sKA� 2� J.J. 10107/11 D NO CHANGES THIS SHEET ••• . . . 1C70iECHNgIOOY DRIVE ANCHORAGE SPACING, 7/9 WINDOWS , p�;•. oavOP��?�` J.R oaro1i11 NO CHANGES THIS sH SHEET g ALUM.SINGLE HUNG WINDOW, IMPACT ��SSjONP4 FZ 11/1M S DP WH AW •aarsti�c�cee � s� m�n� � A.AY iM'il!I.�,P.E. �+w o �� ••• • • • • • N�labtl3'ti�i ae27a Vlslbly sH�pp NTS 8 71 404020 D FL P.E.#68706 Fx 7/78/08 JA 7J"? ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE& ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114°ELCO TAPCONS WINDOW HEIGHT 2-1/4'ELCO SS4 CRETE-FLEX SUBSTRATE----- 29.855 37.155 44.655 52.155 59.886 67.155 74.655 78.000 ® 3-#12 SCREWS ANCHOR TYPE. ❑ U U ❑ Oc'4 U NZ ZZ ZcZZM� OZZOZZ2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS c O� Nci0 C4 N � $NNNNOC" O OcO FOLLOWING DIMENSIONS: WDTH TYPE ooU CoUO U U p UO O V O�p HEAD-181/2°MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 9 1 1 JAMBS-17112"MAX.FROM TOP CORNERS _ ___.__.._._.. _..--.---- __ ._ ... .. _.. ---_. _. _. _ _. _ .- -- — _ -. _ __ ._ 15°MAX.FROM BOTTOM CORNERS HI,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 8°MAXBELOWMTG.RAIL 99.125 _1_ 1 1 1_ 1_ ®SILL-ANCHORS NOT REQUIRED A,B,M 11 1 1 11 2221 222221 2222 2222222222222222322232322232 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 KkJ,KL 1 1 Ili 1 1 2 2 Ill 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 .TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 9 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 9 1 1 1 1 1 2 2 1 1 2 2 -T217221 2 2 2 2 2 2 2 2 2 2 2 2 3 2:3]E2 2 2 3 2 3 2 2121312 3 2 2 2 3 2 ®ARE1'LESS. PSF 68 77 8. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J.KL 1 9 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATEA MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A.B M 1 9 1 1 1 1 _1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 9 9 i 1 91 222222232222332233333233332233433243433243 MAXIMUM DESIGN PSF 59 87 79 PRESSURE FORTH RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 19 1 9 9 9 222222232223332233333343333233433243443243 AVAILABLE. ABM 9 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111191222222232223332233333343333233433243443243 PSF 54 79 82 78 C,D,E.F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 HjAK,L 111 9 11 242222232233332233=2-31 33343443343443353 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1199112222222322333322333343443343443353 TABLE KEY: PSF 49 79 58 78 79 MAX PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP LINKED) 117 44•Q00 H,I,J,K,L 1 9 1 7 1 9 2 Z2 222332233342333443343443343443343443354 HEAD 3 RonvcrissvlssD 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 ..0yingwitDOte '� A'B'M 9 1 1 1 1 1 2 2:2L2 2 2 3 3 2 2 3 3 3 4 2 3 3 34 4 3 3 4 3 4 4 3 34 3 4 4 3 34 3 4 4 3 3 54 J MMTGAMB G..RRAAIL 3 3 dmeC��c-- 48.000 O PSF 46 74 51 74 79 79 C,D,E,F,G, 2 2 2 Z 2 2 2 2 2 2 2 2 3 2 2 W34 2 2 3 2 2 JAMB BELOWlow H,I,JK,L 111111 2222223322333433334433444364444354 MC''Rff—�p A.8,M 2 2 2 2 ?• ?*,,92 $ 3 z •2 Z 3 2 2 2 2 3 2 2 (FULL DP) t t u l l l l 1 1 ill 1 1 2 2 2 D2-2 3 4 3 3 4 4 3 3 4 4 :4E3 5 4 4 4 4 3 6 4 PSF 41 67 46 67 • 76 • • ••a • HEAD 2 ``�� JAMB ABOVE 2 2 � O:••ENS6 •'•. i C,D,E,F,G. 2 2 2 2 02, 2+ 03 ** 8 ® •2• 3 3 2 3 3 2 3 3 2 3 _3 2 3 MTG RANI 83.125 H,I,J,K,L 111111 222222333333443344443344443344554354654354 Z�:' belay 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JANB BELOW _* No.* _ FA,B,M MTG.RAIL — W 1117112 2 33939 44 3 4443344443344644354644354 Io(oi� :W_ �+� • •• • • '• of JJ. 1am7n1 v ao cHanusFs rtsat►a$s • • . . . • • • ANCHORAGE SPACING STANDARD VIEW %'pO FLOOR-"e O. R.WEto�arEralloroar oralve '., .�'........... JA' oarou» c wz 87vts RE8Ti11C7®srsr� Na>�r�.FL saz7s ROWBO FJG °�lnaroe sVP MAX ��. Pc,Bgc,� SUM.S/NGLEHUNGW/NDOW IMPACT �SS(ONP��`�� FJC2maeDD NOKOM19 RL 84274 y/,ryrygB�, ad m� •11tr O1�•° wa A.LYNNMIL 806.E. F.16 71ZB/08 14 2/29/07 BMAD NTS 9 a 71 4Q40-20 O FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBSJ CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1.ANCHOR TYPES: 1-1/4°ELCO TAPCONS SUBSTRATE: 17.125 22.668 28.211 33.754 39.285 44.839 60. 55.925 2-1W ELCO SS4 CRETE-FLEX ANCHOR TYPE: o v U o U v c U U o U U o U U o U U 0 v o U 0 3-012 SCREWS WINDOW GLASS"Q O N z_z m O N z Z M O N ooZ ooz N z a O o z zp M N o z p z M N p�Z z M N p z_a 2•ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING WIDTH TYPE U Cl U U U U z, U No, 3 c U c4 U $ U U C) U ®HEAD s181@°MAX.FROM CORNERS 19.125 D,E,F,J, _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 JAMBS-171/2°MAX.FROM TOP CORNERS K,L - --.1._....-1-- - 1 ..--2 2 a._ 2 ..-_2.- -2 Z---2----2- -.,2. .2-'-i_. .3.. _2 3_3 2_-3---3_....3.. ....3_ 11 1!2°MAX.ABOVE THE MEETINGRAI D,E,F J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8°MAX BELOW MTG.RAIL 24.000 _-.._._._. 15°MAX.FROM BOTTOM CORNERS KL _7__._'__..-'.- -2 2 -2 2 2 2 2--2 3 ..3 -.- 2 -._3. .3.-...2- 3 3 3.. 3 3 3 4 SILL-ANCHORS NOT REQUIRED D E F J 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 -.___...._. _v __._.. —__.--_- _� - _-_-- ------._-- ____ _-.__._.--. VIEW WINDOWS FROM TABLES 7.AND S.USING THE K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 6 3 5 PSF 79 ABOVE DIMENSIONAL MEETING NG RAIERIA L AND TABLE 8. OF NOTE 2. USE R BELOW.7. R 37.000 D,E,FA 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 6 WINDOWS ARE 12 W MIN.TO 3W MAX. 8 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL.FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 _2 2 2 2 2 _ 2 1°LESS. K,L 1 1 1 2 2� 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 5 5 4 8 8.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 78 79 79 ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM _ _ _ __ _ DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 1 2 2 2 3 3- 3 4 4- 4 4 3 5 4 3 5 5 4 5 6 4 B SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 79 79 70 79 79 71 79 73 1 76 PRESSURE FOR THE 48.000 D,E,F,J, GLASS 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 E SIZE AND GLASS TYPP E 13 K L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 8 S 4 6 6 5 8 AVAILABLE. PSF 71 79 93 71 79 64 74 66 77 69 69 ® TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MAX.PSF KL 1 1 1 12 2 1 2 1 3 3 3 4 4 4 S 1 4 1 5 5 1 5 8 8 1 b 1 7 6 5 1 7 (DP LUTED tj 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEADI 2 TABLE 8. JAMB ABOVEI 2 SASH HEIGHT MTG.RAIL SUBSTRATE. oll 16.778 18.776 21.778 24.778 27.778 30.778 31.108 ANCHOR TYPEo O O U C o o v FULL DP WWIDTOH a8. 8 `� " 3 � 8 � N8 � $ � N � < � N � � " 8� 8 � " 8 - 8 JAMB ABO 4 19.125 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 MTG.RAIL RO ® plodswidift 4.000 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 �,• 01 , 1! 37.000 2 1 2 2S 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 ® TABLE 8.KEY: ' 40.000 74 MAX.PSF 2 2 2 2 2 Y• B• Z• 03 •3 •2 3 .3 3 3 4 3 3 4 3 4 4 3 4 (DP LIMITED) 112 68 •76 • -00- • • • . JAMB BELOW 2 ` �'0M 2 2 2 2 2 3 3 4 3 3 4 3 4 5 3 4 -s-T-3 4 MTG.RAIL `��OPV LYNN ly�"01 �� T..•�GENSf '.p 83 •P2 •• • • • •• v 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 FULL DP �� *: No,58705 73 58 66 72 JAMB BELOW 2 53.125 2 2 2 2 2• 3 3 3 • 3• 4 —t-F-3 4 5 3 4 5 3 5 5 3 b MTG.RAL _-O C( ff F JJ 10/07/1! DaftxsD NOCHANGWjws�r • • • • • • �T•�EaaNu�•eroxrv� ANCHORAGE SPACING,CUSTOM VIEW '.�Xo PtoR%'D Oma` JR a4ra1/11 c No C,wlveEs fl68S1l1�1 , • • r ALUM.SINGLE HUNG WINDOW,IMPACT �",,,SIONA- iftmw odwF:K: 11/1310 B REBTR/CTEDBYBIYE ro•eq�cl6m easy oases ter$ rt A.LYNkMiLtkRE, vmmiv ME °eb` Nomrbt8 Fl 4 1�ts "Jle— 8t170 NTS 10 d 11 4040.20 U FL P.E.#68706 FJG 7!28/06 i-L 9119!07 • • • • • • • • • • ••• • • • ••• • • EXTERIOR INTERIOR ®NOTES' 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY ALL HEAD AND SILL DETAILS) APPROVED 1/4°ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314°. 3.36 KSI MIN.CONCRETE (SEE NOTE 1&3)® 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G6)OR ®(SEE NOTE 4) (SEE NOTE 2&3),& 1/4"S84 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE 1#12 TRIMFIT HEADS. 1 3/8"MIN.,1/4"TAPCON a 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •1-3/4"MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 110 OPTIONAL 1x o o - 3/8,® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK _� ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) — 6.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 1/4" 1/4" 608376 AND A MINIMUM OF 118"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET SHIM DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN ® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 11/4' 1 '`� MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 114*MAX.SHIM - MIN:. 1J4"MAX,SHIM ItMIN. 8.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT tix WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,03EDITION,SECTION 20 .8.4(SUPPLEMENT 2006). CONCRETE ANCHOR, WOODANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL.(SEE NOTE 1&3)® RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE INTERIOR OR 1.6 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE(SEE NOTE 4% (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE AN 1/4" MAX 1/4" SHIM MAX (WOOD FRAME SHIM PROD=RMSED +---WOOD FRAME a complYioxwithill euddhecado • a.1�- .131"DIA.MIN. p•"�No yp p pb x 21/2°NAIL, 131"DIA MIN. AT CORNERS w x 21/2"NAIL, AND 6"O.C. Mima1ID aProductCom�a` 5 AT CORNERS WOOD FRAME AND W O.C. • • e • • 131"DIA.MIN. •• ��it�,} •i i i i•i •• x 21/2"NAIL, • 1tl1w• • • • • • • • AT CORNERS .` Z�•'''pENSE''•.Q '� •+ ilNlll •• • • e •• AND 6"O.C. DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) :* No.56705 • •+• • TWIRICAL.INTEGRAL FIN ANCHORAGE ® vis," a.� i • i i s �%'fl�.o' ..FtoaloP.• aG�W mz •• •• • e s1A1 JJ. 107111 D NOETMS SMS • e • • • • ANCHORAGE • 683ce40perORIVE JJt •0�9t19 C NO CHNM TMSM; • 14)KON&FL34276 A0D8YTEpp0%L F1NAf9Ci0�qQ�UPDA7E8REORDERNOTE3 �— ALUM.SINGLE HUNG WINDOW,IMPACT '�SSIONAL `�� AK o 9108 BN01E87.UPDA CONCRb7EF14181S1MENTDkbL t4txFtOFL4 em" s.m aoaaw A LYN�PMILL�IZ P.E. FJC 8/1/08 JJ 7129!07 V+stbly Batrec noo NTS 11 a 11 4040.20 D FL P.E.#68705 000 0 • • •e• 0 • r d MIAMD�ADE MIAMI--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 2e Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov�nera/ 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 PERA --Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"hR--710"Aluminum horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I I of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/41/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. 0000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. ••...' 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name a; logo, 4,", state, •• 0 0.. model/series and following statement: "Miami—Dade County Product Control Appi�lf' unless000otherwise*000 noted herein. 090000 0000.. 9000 .0 0 RENEWAL of this NOA shall be considered after a renewal application has been fil&and there has been••:'•. no change in the applicable building code negatively affecting the performance of thkWrtouct. . 0000 0000. 0000 0000 0000.. TERMINATION of this NOA will occur after the expiration date or if there has b!e0 0 vision o0 change • in the materials,use, and/or manufacture of the product or process. Misuse of this 1yi0A Is an andorg9ment••••.. of any product, for sales, advertising or any other purposes shall automatically termtinatathis N®A Failure:....: to comply with any section of this NOA shall be cause for termination and removal of 40k .' :•: • .. • ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1,E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. t t pADti coutvnt Lx� NOA No. 11-1114.04 • . ,� $ tv Expiration Date: December 21,2016 Approval Date: February 16 2012 pp i'Y Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 67-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through Il of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/201.1, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4 Large Missile Impact Test per FBC TAS 201-94 P 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,Type"C"sliding window, Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 842.-x{14 Along with marked up drawings and installation diagram of XCIX-•aluminaffl•:• horizontal sliding window, prepared by Fenestration Testing-faborator3'•rAc., Teysti;:• Report No. FTL-4858, dated 03/08/2006, signed and•'s'e'aled y' d .. ;Emuriio . ...... Largaespada, P. E. ........ b.. • (Submitted under NDA No. 06-0405.06) .•:0 0 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202--94•:••: ."••. • .... ...... 2) Uniform Static Air Pressure Test,Loading pe;XPC TAS 202-94 • 3) Water Resistance Test,per FBC, TAS 202-:940 : •••••. 4) Large Missile Impact Test per FBC,TAS 291-.94 '••• • 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94•.. •. • 6) Forced Entry Test,Type"C"sliding window, Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA No. 06-0405.06) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date. December 21,2016 Approval Date: February 16,2012 E-1 c PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "S aflex HP Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independence, dated 10/25/1 L,.signed and sealed by Anthony Lynn Miller, P. E. . . •••••• ••••:. 3. Letter of Adoption of as his Own, the Work of another"•Agineer IV V'Sectipp,;; 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and s'ea.liX AnA; Lynn . .... ...... Miller,P. E. 0696 .. . • 4. Statement letter of no financial interest, conformance and co6pliance with the FBC' 2007,dated 06/29/2011, signed and sealed by Robert L. Clarl*,VE: •'• ;;;;;. (Submitted under previous NOA No. 11-0630.02) • 5. Laboratory compliance letter for Test Report No. FTL-533% isSuld by;Fg tratiori••" Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by.Carlos S. Riondit••• P.E. 0 . . (Submitted under previous NOA No. 07-0815.09) Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada,P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 1,2/21/2016. ...... .... ...... ...... ...... .... ..00 • • ...... Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21,2016 Approval Date: February 16,2012 E-3 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A.6116"LAMI CONSISTING OF(2)LITE$OF 10 ANNEALED GLASS WITH A.090 DUPONT BUTACRE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B.618"LAMI CONSISTING OF(1)LITE OF IV ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER C.6116"LAMI CONSISTING OF(2)LITES OF 118°HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D.7118"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E.716"LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER SHEET F.7116"LAMI CONSISTING OF(2)LITES OF 3M8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER GENERAL NOTES........_._1 GLAZING DETAILS.........2 G.13/16"LAMI IG:(1)LITE OF 1I8"OR 3/18"ANNEALED(MIN.)GLASS,6/18"OR 318"AIR SPACE AND 6118"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ELEVATIONS....................4 VERT.SECTIONS.............6 H.13/18"LAM[IG:(1)LITE OF 1A3"OR 3118"ANNEALED(MIN.)GLASS,SM61 OR 3/8"AIR SPACE AND 6118"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS.........._6 OF 118"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER PARTS UST...................._6 EXTRUSIONS....................7 1.13!16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,BMS"OR 318"AIR SPACE AND 6/16"LAMI CONSISTING OF(2)L[TES OF 118"HEAT STRENGTHENED GLASS CORNER DETAIL..............6 WITH AN.000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE....................8-11 J.13/18"LAMI IG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.).GLASS,3/18"OR 1/4"AIR SPACE AND 7118"LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER K.13/18"LAMI IG:(1)LITE OF 118"OR 31161 ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 318"HEAT STRENGTHENED GLASS WITH AN.0W DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, L.13116"LAMI IG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)UTES OF 3118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 2.CONFIGURATIONS:OX XO•XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4.ANCHORAGE:THE 331/3010 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCTS HMED as comPiY Wg wW%the Florida 6.SHUTTERS ARE NOT REQUIRED. ABpmnNo r 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. IIq �➢A1 Canhu 7.REFERENCES:TEST REPORTS FTL-4888,FTL4859 AND FTL-6330. ELCO TEXTRON NOA:04-0721.01,03,MS.05 ANSUAF&PA NDS-2006 FOR WOOD CONSTRUCTION i I 1111 i ADM-2006 ALUMINUM DESIGN NA&UAL•• • • • • • i• • • • • • • • �. 0,.........,.4 8.THIS PRODUCT HAS BEEN DESIGNED&TES;-p TO C%+L)JM;iMEGRlREME*;.S OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY :•' k HURRICANE ZONE(HVHZ). • • • • • • • • A •• ••• •• • • • •• =* No.66705 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE OP AND ANCHOR QUANTITY REMAIN UNCHANGED. u- W 2' 112. tcl J1 OF 1WI7111 aerE a FBC201000DECHANGE • ••• • ••• • • ••• GENERAL NOTES ��pc:' �"toma ' JJi 820/11 D ADDID tO CAPTO BE TEaI +6QFT NOTL• • • �� Onto`PI�4z i me CSY ��SFS''' •• • — ALUM.HORIZONTAL ROLLER WINDOW IMPACT '��SIONA�- \\ FJG 4H6A77 C WDFTL-WOTONOM 7&C/iO Amm To cavaNT ftr • P.O. Xt II I \\\\ 0-0, ••i NOKOM ,Fl.3 4 vw*Better as waaae e� ANO A LYMtl LdR PE- NTS JJ 3P19/OB fa¢7to NTS 9 + 99 4927-10 E PFa�ame • • • ••s • • ••• • • • • • • • ••• ••• •: ••• •1• V •• • 21 50 21 50 1/2°NOM. 1/2°NOM. a EXTERIOR INTERIOR r> 5 3 GLASS SITE 55 GLASS BITE (ALL SECTIONS) 51 60,61,62 51 83,84,85 1/8°ANNEALED OR HEAT STRENGTHENED GLASS 3118°ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER .09D SOLUTIA OR DUPONT PVB INTERLAYER 118°ANNEALED OR HEAT STRENGTHENED GLASS3/18°ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7116°LAMINATED 5/16"LAMINATED GLASS 7116"LAMINATED GLASS 21 50 P1 50 112°NOM. 112 NOM. 59 GLASS BITE69 GLASS BITE 52 52 66,67,88,89,70,71 72,73,74,75,76,77 asempclaswhh w Bwmft code 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS Na .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 0 (S4 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/18°ANNEALED OR HEAT STRENGTHENED GLASS 5118°LAMINATED 7/16°LAMINATED MimdDedO eat 5118°OR 318"AIR SPACE 3118°OR 1/4°AIR SPACE 1/8°OR 3118°ANNEALED OR TEMPERED GLASS,& 1/8"or 3118°ANNEALED OR TEMPERED GLASS 1311 S"NOM. 13!18°NOM. 13/16"LAMI IG GLASS UtQ'�?i 6*�QM�i i ••• • • ••• 13116"LAW IG GLASS W/7/18"LAMI `.`s`-', • ti�.••��cENSF '••� •• •i i i i i i•i • ••'•* •• ••• •• • • • •• �*�,•• Ho.58708 _ QFOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE ATEMPERED I.O.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED, J.a 1WI7/1 t E NOCHANGETM &MET •• • ••• ��• •• a �� tj.krj JA SM1 D ADDEDIOCAP TOBE wcFrwOT9 • • 1070yo Yom GLAZINGDETA/LS ,,O.c�� •,.F. ..... FJa 4N�07 wOCHANQETH1ssHEer •• i• • • • • • Pn,,�,•yx, • ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �'��S`SI/'O1 N1P�-L mamiBR GWx ChednO W9r ••• • NOROMIS,FL 4 l7(q)ljjy$gig,. esLatm,e a6eu ehrtr pbpAt. xm A.LUMn'cwy P.E F.1c mm8 r 1. 9ns/os 1 Fu11 2 a 11 4927-90 E P.E#88M ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. XOX(114,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" scale" 54" W. 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60,0 W. A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 Q-60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 D FOR INSTALLATION IN 106318" A,B,G,H +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 THE HVHZABOVE30 108" A,B,G,H +6D.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 SHALL HAVE AGLASSsa 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UPT0III" C,I +60.0 -60.0 AND ANCHOR UPT0111" D,E,F, QUANTITY REMAIN J,K,L +75.0 -75.0 UNCHANGED. TABLE 2. XOX(1/3,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7118" A'B'C' G,H,I +60.0 -60.0 TO 86 7116" D,E,F, J,K,L +75.0 15.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 60 618" 54" 60" 63" W. A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 a6�p1yyftwftith Flu tdu C,D,E F .dL. UP TO 74" I,J,K L +75.0 -75.0 Accal'sancoN° I�p GLASS TYPES:TEST REPORT FTL-4858(XOX),FTL-4859(OX&XO)AND FR-5330p A.5/16"LAMI-(1/8"A,.090,1/8"A) G.13116"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,118"A) B.5/16"LAMI-(118"A,.090,1/8"HS) •• • M.18/16"LAMI ICi1/Q"OR&/16"A(MIN.),5116"OR 3/8"AIRSPACE,5/16"LAMI-(1/8"A,.090,118"HS) C.5/16"LAMI-(1/8"HS,.090,9/8"HS) I* 13149"Lf1NN tC1/8�"OR 3/16"A(MIN.),5116"OR 3/8"AIR SPACE,5116"LAMI-(1/8"HS,.090,1/8"HS) ``� �`l LYNN Mj�, D.7/16"LAMI-(3/16"A, .090,3/16"A) •• • i 1+J/10"WMf It�M/r Of�3f16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) ; Qom'; E.7/16"LAW-(3/16"A, .090,3/16"HS) K. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"IAMI-(3/16"A,.090,3/1(rHS) _*; No.ggT05 F.7116"LAMI-(3/16"HS,.090,3/16"HS) IL 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) Harman JU 7Jf1 R'E NOCHANOE7Ht8 ••• • •• • • 01�°0� :�} vgT-AtT�Eof • • •• y ogo„vo�„o DES/GW PRESSURES %0A .,Ft R\oA'' JA 6/d6J11 D AV=1GCAPT0A +9 N�COt.�sIt.wap Va. . a27s TM" �, S • ... •• (G AK fJf6ro7 c ADDavrEGwuFav '6 rEAA ' aFe %2e -- HORIZONT ROLLERNDOW,IMPACT �� V0f Aklb�e •°'", � " sus' 2aa7a Visibly Batter wv10 NTS 3 m 11 4127-10 E a.e a es7os FX, Z/2aM J.J. 3/29/06 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 27 Ur 27 3/8' 27 318° MAX.DLO 64 818°MAX.DLO FIXED MAX.DLO MAX.DLO VENT VENT FIXED D D B B B B x_ O X X O X i� 110°MAX.WIDTH I.F.FRAME — —Ijl r" 86 7/18°MAX.WIDTH I.F.FRAME—� tom---111'MAX.WIDTH FLANGE FRAME 7/18°MAX,WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 8118°MAX. 33 918°MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. OLD FIXED C DLO VENT 6,MAX SEALANT OR GASKET FLANGE AT HEAD AND SILL A I A FRAME ALL 153 57 31W I 58° CONFIG. MAX MAX DLO ALL / / DLO ALL 15 I.F.FRAME PRODUCTRBvtsBD FIXED VENTS 62°� _� B attUtlwFlorfdn I.F.FRAME AMpftooNo O I X ALL CONT G. '6 Miami uct contro 1 • ••• • • • • •• 13 FLANGE FRAME LYNN C •• "E: • • • • `� C�,.Jpg " 73°MAX•WIQTIId.F. E••—+—«i� • • : �J •• .• • • • •• VIEW D-D C� 74°MAX.WIDTH FLAN •FRAN?E No.58705 '• (FRAME CORNER CONSTRUCTION) DETAIL A-OX OR XO � �� -� �= # bW: J.L f0l17H1 F AtOCHpNGE7F868) Ef• • • • • • • • '. STT F IR 8/70/11 D N cHmGEvwst mwq • • e e • • .'"'Nuc ` ElE1/ATIONS � � •........rna+o?. FJL 4/1b07 c , e �0.0 � � ALUM.HORIZONTAL ROLLER WINDOW IMPACT � ss/O""N��A�yy1LL- aNr NOXOMg8•FL 347/4 �I(�f/jb. nea�tlP �° m10Q �dh 3� 0.LY��enaien`RE FJC amm J! 9123/08 >�so NTS 4 a 11 4127-f0 E P.E968708 • • • • • • • • • • • •• •• • • • •• •• INTERIOR 37 32 35 22 39 1 22 pQ 16 2 EXTERIOR INTERIOR 13 21 MAX.VENT DLO MAX.FIXED DLO MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) HEIGHT INTERIOR 17 35 32 37 39 FLANGE FRAME MAX VENT Q DLo 16 MAX. FIXED DLO 1 {+ MAX.FIXED DLO MAX.VENT DLO 43 MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 S 22V12 (FY- 22 PRODUCFFHV[38D 2 avoomalylnawim�ReFloTtda Auiidiag Cade 12 24EXTERIOR INTERIOR nem xo ((pp 21 7 ;vliami a uctCoarro EXTERIOR INTERIOR ••• ••: : ••• x LYNN 4, 10 SECTION C-C •• ••• •• •t2 ••SILL HEAD '* 140.58705 (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) Qy- N-dW Ulft • ••• • • e '� s) Imo ' J.J. 10/17/91 E NOCHANQETF033FtiETo •• •••• • • • • SECnONS w� • • • • • iwwwHgLDiYDwE i ........•`'U. Jit &20N1 D NODHANOETNS SlfEE'i• • • • • • • •NOGOMS.FLOO427s T°p" ' FSS+ �` Fx anrdnT R C ADDWTEGRAL FIN 'I7EA�a d2AlVp aua • 'a-�. ALUM.HORIZONTAL ROLLER WINDOW,IMPACT •• p� pgr p,� N OA93, 34274 y( jy$et7aP A LYNttl�fr'�~P.E. sr amts aei� o�aw 2m FA 228!08 JJ 82m mule Helf 5 a 11 4127-10 E r.E,Rwm ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG4 REV DESCRIPTION MAT'L PGr# MZM DWG11 REVI DESCRIPMON MAIL I PG711 , 1 4102 A FLANGEFRAMEHEAD 6063-T6 AL 612237' 66 GLASS 13116"LAMIIG-1/8-A(MIN. 318-AIR SPACE,5/16"LAMI 1/8"A .090PVB,1/8"A 2 4025 SASH STOP STD. ANTI LIFT CLIP 6063-T5 AL 612244 67 9113/16"LAMI 10-1/9-A(MIN.1 YV AIRSPACE,5116"LAMI Q/8"A .090 PVB,1/8"HS 3 #8X3/4PH.PANHEAD 7834AA 68 13/16"LAMI 141/8"A 3/8"AIR SPACE,5/16'LAMI 1/8"HS,.090PVE11/8"HS 4 4053 SASH STOP COVER SASH STOP 6063-T5 AL 69 13116'LAMI 10-3/16"A IN.15/16"AIR SPACE;5116"I.AMI1/8"A,.090 PVB 1/8"A 6 4136 FLANGE FRAME SILL 6163-T6 AL 64136 70 13/16"IAMIIG-3/16"A(MIN. 5116"AIR SPACF,5116"LAMI(1/8-A,.090PVE11/8" 7 4137 ISILLADAPTOR 6063-TEAL 64137 71 " 113/16-LAM la3/160A IN. 5/16P AIR SPACE,5116"LAMI(1/8"HS,.O90 PVB,1/8"HS) Q 8 4131 1ROLLERTRACK 6063-T6 AL 64131 72 13/16"LAMI IG-1/8"A(M]N. 1/4"AIR SPAC9 711W LAMI(3/16-A,.090 PVB,3/16"A 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 1311WLAMIIG•1/8"A IN. 1/4"AIR SPACE,7/16'LAM I3/16"A,.090PVB,3/16"H 12 1626 ADHESIVEOPEN CELL FOAM PAD 7PAD1626 74 " 13/16"LAMIIG•I/8"A IN. 1/4"AIR SPACF,7/16"LAMI 3/16"HS,.090PVB,3/16"HS 13 4002 A FLANGEFRAMEJAMB 6063-T6 AL 612225 75 0 13/I6"LAMIIG3/16"A 3/16"AIR SPACE,7/16PLAM 3/16"A .090PVA 3116"A 76 13/16'LAMI IG•3/16"A ,3/16"AIR SPA 7/16"LAMI(3/16"A,.090 PVB,3/16"HS 14 1 4134 GASKErFOR MAIN FRAME SILL JOINT 74134W/K 77 " 13116"LAMIIG•3116A IN. 3116"AIR SPAM 7/16"LAMI3/16'HS .090P 3/16'HS 15 1155 48 X 1.000 QUAD PN.SMS 781PQA 90 1014 SCREEN FRAME(HOR.&VER 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5AL 6411OG 91 1630 SCREEN CORNERKEYW/RINGS POLYPROP. 17 4054 B IFIXED MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEYW/OUT RINGS POLYPROP. 19 4066 W STP.,.197 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-135 DIA.FOAM EM PVC 22 1683 W STP.,250 X.270 BACK,FIN SEAL 61683G 95 T 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 ROLLER HOUSING&GUIDE 42112HD 1 96 1 SCREEN CLOTH 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORVONTALROLLERSASHTOP GUIDE POLYPROP. 441M 32 4006 D ISASHMEETINGRAIL 6063HS-T6 AL 64006 2.710 33 1235 WSTP,.170 X 270 BACK,FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 48 X.625 PH.FL.SMS 7858 37 1 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 W STP.,250 X.2711 BACK,FIN SEAL 61693G 28'14 062 39 7070 BULB WEATHERSTRIP.187 X.275 67 m ' q- 40 jUFr RAIL COVER CAP 74078"C"L OR R 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 42 4140 I.F.FRAME S11J 6063-T6 AL 64140 41 I.F.FRAME HEAD 44139,8083-T8 43 4141 I.F.FRAME JAMB 6063-T6 AL 64141 50 GLAZINGSII.I •DOW 899,9950R DIVALENT 51 1224 VINYL GLAZING BEAD BULB CK 6TP247W K PRWUCTREVISSD 52 1225 VINYL GLAZING BEAD BULB W,6TP2409dinil"�"�"�"Mmids 2.784 BupolegCoda 53 4039 B GLAZING BEAD-$/16" di3-TS AL 64039B teuwNo — s�• 54 4044 B GLAZINGBEAD-5116"W/GRH L KIT 6063-T5 AL 644703 .062 3.162 D Zo%y 55 4222 A GLAZINGBEAD-7/16" 6063-T5 AL 64222 082 Muwi na 56 985 C GLAZING BEAD-7/16"W/GRILL KIT 6063-T5 AL 6985 1988 59 1 4067 GLAZINGBEAD-13116" 6063-T5 AL 64067 60 GLASS 5116"LAMI 1/8"A_090 PVB 1/876A •• • • • • • •• 4g I.F.FRAME JAMB --7 61 5/16"LAMI 1/8"A,.090PVB /8"HS • • 114141,8083-TB \\��N{LYNN 62 5116'I.AMI 118"HS,.090 PVB,IF "HS • • • • • ••• • �ti�:'��cervsF'•;FP* 63 7/16"LAMI3/16"A,.090 PV11PY16"A • •• • • • •• 2.710—Jk N0.68705 64 " 7/16"LAME 3/16"A_090 PVB,3/16"HS LF.FRAME SILL rI 65 7/16"LAMI 3/16"HS,.090 PVB,3116"HS R.w m x • •• • ••• • 44140,X83 T8 J..L fOH7H1 E NOCIWUQE7H1331igT• STA d or. om6 aeeems • • . . w»7•cN•oLa�voanre PARTS LIST JR Bf18H1 D ADDED' TOGL4W#YPE3► • • • • • 0NGKOMM,FWM5 '°" �,�Fss'.......•••�� • •• • • • • • • • �— ALUM.HORIZONTAL ROLLER WINDOW IMPACT FJ 4115M C ADD MIS 41,42849•• • • • W.-&A 46 wmwOps v2ft NOKOWS.FL 34274 I�bwdy$aer "�" " °tea' a°" ALYNN�WLI.SFL P.E FrG aaM J.J. g/29/og xmvo NTS B 71 1 4127-10 1 E P O e es7os ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 x1.513•- 1 082 1.187 +- 040 II 736 VW �,q43 ►� 1.73 .082 SASH STOP COVER 1 73 3. 4 #4053.6063-T6 1� Imo-2.710--� 2.71 I I+--2.784 O FLANGEFRAME HEAD FLANGE�FR�MB SILL OFRAME SILL ADAPTER 410 6 #4 370r 1.3831 1 .062 081 1.18T 7 1 g FLANGE FRAME JAMB #4002A,6063-TB .490 T— 437T �1.403 �-�-1.461 { T .461 O SASH 80TO O HORV.ROLLER=3-T6 0406413,17 FIXED MEETING RAIL O 0406413,6083HD-T6 .062 79 . 4 26 Ic 050 082 LT 1 '87 2. 1• .—J.. II .678 1.081 Imo-7.349+1 � 1.081 I'+-- '� 1.098 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZI GN BO 5/16" PR��t�hc'Ftoriae #4133,6063-T6 #4006D,6063HS-T6 94126,6063-T5 #40398,8083-T6 k cvDara .060 .678 I111P 678 060 .678 —+- 1e6 kk51— —1��►� 1.0971UIIIt� T 54 GLAZING BEAD,5/16- ; 56 (�B 7'116" r�6 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" #40448,8063-T5 • i • • "22*,80/4016 • O #9860,6063-T6 #4067,6063-T6 :' �tGENSF •• q (USED W/GRILL KIT) • • • • • • • • • (USED W1 GRILL KIT) •• 000 •• • • • •• No. 58705 ••• • 00: • • e. %�•�. •�ll�� J.J. fOH7Ptf E NRCHANOEtH18 • • • • • %�� '• Z JA; rOl, =D N0aW4GE M8 • •• . • :•• . :Nacowl3 L="'E W. � UM�HORIZONTAL ROLLER FR WlIdDOW,IMPACT ' S�ONAL�� FX 4/tS107 C. wCHANti�'TH/S O.�qyy e /I I)d l I t t�t ep Oafs OGaoiee tl�- N6 OMIf3,�F139Zf4 1/tstb$Bettor' aa--t..mt �` ease •' 10i" A LYNN bin'm P.E Fit 2/28/08 J/ 3/P8/OB t�7to Hal/ 7 tt 4727-10 E P.E.06870b ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTIT(ES,XOX 114.112-1/4)VVINDOWS TABLE NOTES: GLASS TYPES A,B.C,G,Ki GLASS TYPES D,E,F,J,K L 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1.ANCHOR TYPES: ANCHOR TYPE 1-1/4"ELCO TAPCONS 2.114°ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(GS) &SUBSTRATE ZONES ZONES ZONES- ZONES NE ZONES 1,10 to m h m 2.GLASS TYPES: m m m m D FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL g HEAD&SILL A 5/18°LAMI-(1/8°A.01 ,1/8°A) FTS GLASS TYPES G-L SHALL HAVE A W • Q' B.6/18°LAMI-(1/8°!,.090,1/8°HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 63.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+(2+1+C2+1 2 (2 1+C2+1+ +1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 C.5/18°LAMI-(1/8-HS,.090,1/8°HS) ANCHOR QUANTITY REMAIN UNCHANGED. D.7/18°LAMI-(3118°A,.090,3116°A) 48.000 1+C2+1+C2+i 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/16"LAMI-(3/16°A,.090,3/18°HS) 50.825 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.7/18"LAM]-(3/18°HS,.090,3/1(°HS) G.13116°LAMI IG-1/8°OR 3/18°A(MIN.),&IS'OR 315°SPACE,6118°LAW-(1/8°!,.090,1/8°A) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/18"LAMI IG-1/8"OR 3/16°A(MIN.),5/16°OR 318"SPACE,6/18"LAMI-(10&.090,1/8"HS) 60.(00 1+02+1+(2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+C2+i+C2+1 3 1+(2+1+(2+1 3 1+(2+1+C2+t 3 1. 13/16°LAMI IG-1/6°OR 311W A(MIN.),5/16°OR 318°SPACE,6116°LAMI-(118"HS,.090,IV HS) J.13118°LAMI IG-1/S°OR 3118'A(MIN.),3118°OR 1W SPACE,7/18°LAMI-(311("A,090,3118°A) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 K.13116"LAMI IG-1/8°OR 3/18°A(MIN.),3/18°OR 1/4"SPACE,7/18°LAMI-(3/18"A,.090,311(°HS) 6QOW x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 L. 13116°LAMI IG-1/8°OR 3/16°A(MIN.),3116°OR 1/4°SPACE,7118°LAMI-(3118°HS,.090,3/18"HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 101!2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.Qt0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CJ+2+C2+1 3 25 3/47 MAX.FROM CORNERS. JAMBS: 8°MAX.FROM CORNERS AND 221/2"MAX.O.C. 03.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C1+1 3 1+t2+1+C2+1 3 1+C3+2+C3+1 3 TABLE KEY: 74.000x38.375 1+C2+2.+(2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+(2+1 2 X O X 48.Q00 1+02+2+02+1 3 9+(2+1+02+1 3 1+(2+2+(2+7 3 1+C2+2+02+1 3 1+C2+2+(2+1 3 1+CZ+2+02+1 3 1+C3+4+03+1 3 +--ICHOR QUANTITY PER JAMB 60.825 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+(2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 1+C2+2+(2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+(2+2+C2+1 3 1+C3+2+C3+1 3 A Of OF(3)ANCHORS CENTERED AT EACH MEETING RAIL PLLS(1) 80.000 1+C2+2+C2+1 3 1+(2+1+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C2+1 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+02+2+C2+1 3 1+C2+i+C2+1 3 1+C2+2+CS+1 3 1+03+2+C3+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 PLUS(4)ANCHORS AT FDCHD SECTION. 64.000x 3&376 1+C2+2+C2+1 2 1+C2+2+(2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+(2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 46. 0 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3-MIN.O.C.ANCHOR SPACING) SOAN 1+C2+2+C2+1 3 1+C1+2+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+q+1 3 54.000 1+C2+2+C2+1 3 1+(2+2+C2+1 3 1+C2+2+C2.+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+04+31(4+1 3 26 3l4"II18x J_ +-3°MIN. 80.000 1+C2+2+t2+1 3 1+(2+2+(2+1 3 1+(3+2+(3+1 S 9+p+2+C3+1 3 1+(2+2+(2+1 3 1+C4+3+C$+1 3 M000 1+C2+2+C2+1 3 i+C2+2+C2+1 3 1+C3+2+C3+1 3 1+(3+2+(3+1 3 1+(2+2+(2+1 3 1+(4+3+04+1 3 IrREF. X O X 108.376x36.37b 1+C2+2+(2+1 2 i+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+(2+1 2 1+C2+3+(2+1 2 1+C2+4+C2+1 2 II MODUCrFEMS1D 48.000 1+C2+3+C2+1 3 1+C2•+2+C2+1 3 1+C3+3+C3+1 S 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 MTG.RAIL.TYP. acomply dwma*b 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C 3+1 3 1+C3+3+CS+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Ac4apumwNo - 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+(2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 60.000 1+C3+3+C3+1 3 1+C2+2+(2+1 3 1+C4+3+C4+1 3 1+C4+3+04+1 4 1+C3+3+(5+1 3 1+C4+4+C4+1 3 ,WCam{pedapmduG 63.E 1+C3+3+C3+1 3 i+C2+2+(2+1 3 1+C4+3+C4+1 3 i+C4+3+04+1 4 1+C4+3+C4+1 3 1+C5+4+CS+1 3 2b 3/4°MAX. 111.000 x 38.375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 12° ' 3°MIN. U 11 1111 48.000 1+C2+3+C2+1 3 1+C2+2+(2+1 S 1+C3Z:+(b+ 3 +Ci{+1C 1+62+3+(2+1 3 1+C2+4+C3+1 3 ♦♦` NV LYNN i 8"REF. ♦♦ �,�0........,, /4 60.625 1+C2+3+(2+1 3 1+C2+2+C2+1 +C3+3y + 313+•1 1+ 3+C3+1 3 1+C3+4+C3+1 3 X O X Q�.,'ttCENgF'•;4Fp 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 [ 1 + 1+ +C 3+1 311+04+4+C4+1 3 * No.58705 60.E 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C2+3+C3+1 3 1 1+C4+4+04+1 3 MTG.RAIL.TYP. - 63.000 1+(3+31(3+1 3 1+C2+2+C2+1 3 1+C4+3+04+1 3 1+C4+3+C4+1 411+04+3+C4+1 3 1+C5+4+CS+i 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS = u : ••• • ••• • • ;�O'� sT�A r!bF� .'tv� J leff7/i1 E Af00V NGETH1861 'T'. • ,�,�' •• ,'Q0° ROM OR P T ANCHORAGE SPACINQ,XOX 9/49/2-1/4 %1S'SfpNAt E�G`� JR 8/10117 D lOCAPTOBE + Tme FJG. 4HS/D7 C UPDA7ETABLE4, DUETD•w read B'q ,�� ALUM.HOR/ZONTALROLLERWINDOW IMPACT i,,,rll111Jit� ^�"" AD'l' �' edAat"e,t 4mrc ,un,+ daco,a tan A LYNtV MILLER,PE m aft luo oMis, 342+4 Vtdbly Bearer t0tTt0 NTS 8 m 11 4127-10 E RE.@ 6m All zfm J.J. ma ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES XOX113-1Y3-1/3 WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC I.CONC 1.ANCHOR TYPES: &SUBSTRATE ZONES ZONES 20NES ZONES ZONES ZONES 1-1/4°ELCO TAPCONS 2-1/4°ELCO SS4 CREPE-FLEX 3 412 STEEL SCREWS(GS) 2 2 2 2 10 2 2.GLASS TYPES: Qp WINDOW SIZE HEAD&SILL HEAD'&SILL 2HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL A.5116°LANG-(114r A,.090,18°A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W ° '+ S.5/16°LAMI-(1/8°A,.080,1/8°HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x 38.375 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+p+1+C2+1 2 I+C2+1+C2+1 2 1+02+1+02+1 2 C.6/18°LAN-(I/8°HS,.%0,1/8°HS) TEMPERED I.O.GLASS CAP.BOTH THE DP AND 48.OD0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7/18°LAMI-(3118°A,.090,3118°A) ANCHOR QUANTITY REMAIN UNCHANGED. 60.625 R1+C2+Wl+C2+1j3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/16°LAM[-(3M6°A,A90,3/18"HS) F.7/18°LAM[-(3M8°HS,.090,3118°HS) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G.13/16°LAMI IG-118°OR 3118°A(MIN.),6116°OR 3B°SPACE,6118°LAMI-(1/8°A,.090,1/8°A) 60.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/16°LAMI IG-1/8°OR 3/16"A(MIN.),6/16"OR 318°SPACE,6M8°LAMI-(10 A,.090,1/8°HS) 83.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+p+1+C2+1 3 1+02+1+p+1 3 1+03+1+03+1 3 1. 13118°LAMI IG-1/6°OR 3/16°A(MIN.),5118"OR 31W SPACE,6118°LAMI-(115°HS,.080,118"HS) J.13/16°LAMI IG-IN OR 3116°A(MIN.),3116°OR 114°SPACE,7118°LAM[-13116"A,.D90,3116°A) 83.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13118°LAMI IG-118°OR 3/16-A(MIN.),3116°OR 1/4°SPACE,7/16°LAMI-(3116°AAW,3M(°HS) 48.000 1+C2+I+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 L. 13/18°LAMI IG-118°OR 3/16°A(MIN.),311W OR 1/4°SPACE,7/16°LAMI-(3118"HS,.090,3M8°HS) 60.826 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 3WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.000 1+C2+9+02+9 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+p .+1 3 9+02+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63,000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 10112°MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.ODOx 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+p+1+02+1 2 1+C2+I+C2+1 2 1+C2+1+C2+12 1+(2+1+02+1 2 263W MAX.FROM CORNERS JAMBS: W MAX.FROM CORNERS AND 22112°MAX.O.C. 48.000 I+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY: 50.626 1+C2+1+C2+1 3 1+p+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 X O X 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+p+1+C2+1 3 1+p+1+C3+1 3 1+03+1+C3+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+(2+1+(2+1 3 1+C2+1+CZ+i 3 1+C3+1+p+1 3 63.000 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+703+1+C3+1 3 i+C2+1+C2+1 3 1+C3+1+p+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000 x 38.37b 1+C2+1+702+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+9+(�+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 31 ANCHOR AT EACH OPERABLE VENT 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+p+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 54.000 1+C2+1+C2+1 3 1+C2+I+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL 6D.WD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+p+1+03+1 3 1+C2+1+G2+1 3 1+p+1+p+1 3 (3°MIN.O.C.ANCHOR SPACING) 83,000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+p+1+C3+1 3 1+C2+I+C2+1 3 I+p+1+03+1 3 74.ODOx 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 225 314°MAX 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p 1 +1+C3+1 3 --1 F"-3°MIN. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+p+1 3 1 1+C3+1+p+1 3 I 91 64.000 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+p+1 3 X O X 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+p+1+p+1 3 I+p+1+p+1 3 1 1+•C2+1+C2+1 3 1+p+1+p+1 3 II pRODUC1.REVISM 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+p+1 3 1+C3+1+p+1 3 1+C2+1+C2+1 3 1+p+1+C3+1 3 MTG.RAIL TYP y tlminoride 84.55Ox 36.376 9+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 2 1+C2+1+C2+1 3 I+C2+1+C2+1 2 1+C2+1+C2+1 2 EXAMPLE CLUSTER W!QTY.OF(3)ANCHORS anrl yinw48.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 50.625 1+p+1+C2+13 1+C2+1+C2+1 3 1+C2+I+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 84.000 1+C2+1+C2+I 3 1+C2+1+02+1 3 1+p+1+p+1 3 1+p+I+p+1 3 1+C2+1+02+1 3 1+703+1+703+7 3 80.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+p+1 3 1+p+1+03+1 4 1+703+1+C3+1 3 1+p+1+p+1 3 28 314"MAX. 83.000 I+C3+1+C3+1 3 I+C2+1+C2+1 3 1+C3+1+p+1 3 1+p+1+C3+1 4 1+p+1+C3+1 3 1+C4+1+C4+1 4 1i2°�' I+-3°MIN �tutlll� 88.437x38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 + 1 1 C2 1 1 3 + +1 2 1+C2+1+C2+1 2 `�� NY LYNN 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 1+C2+1+(2111 3 4 2.1+02+1 3 T+C1 l+C2+1 3 1+p+1+p+1 3 e°REF. X O X ��a��O,• ...... /<< 50:625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+ 2+1+ 1 11iC2r1+qR+1 3 i+C2+1+i:2+1 3 1+p+1+p+1 3 T *; b4.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 AC3+14 1 3 1 1 3 + ++C2+1 3 1+C3+1+C3+1 3 _ No.58705 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+p+1+p+1 3 1+p+1+C3+1 4 I+C3+1+C3+1 3 1+C4+1+C4+1 4 MTG.RAIL,TYP. 83.000 1+703+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+p+1 3 1+p+1+03+1 4 1+703+1+03+1 3 1+C4+1+04+1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS = O: 2 X� no. ��O.. STA F 14 J.J. 1u/17N7 E NO CHA M MS SHMP• •• • • • • • • • . T R.wvpJA en6t11 o ADDIDIocAProSE +3067NDTEi •� • '•�N , ` P ANCHORAGESPACIA/G,XOX 1l3-1/3-1/3 ;,�FS,s FioRioP.. �� • •• • • • • • • • T ALUM-HORIZONTAL ROLLER WINDOW,IMPACT ''�i IONAL E�o FX 4/16!07 C UPDATETABLE5.SEIWf•WALU�SDUETOA*I WRgtIP.ADJ �•gQYi7e2e �i�ilIX11 Ow,mOrem a-=w vR NOKOfU8.FL 947/4 vwb& w mlx en,et 4a�➢gB¢ (dQ 0.LYMtlk�u"-.E. RK 2l7M J.L I 3a3/OB riarlo NTS 9 � 11 4127-10 E p.E989/06 ••• • • • • ••• • • ••• • • • ••• • • ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1. ANCHOR TYPES. 9-114°ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3•#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 'mou� yy 2.GLASS TYPES: WINDOW SIZE W H to A.6116"LAMI-(118"A,.090,1/8°A) FOR INSTALLATION IN THE HVHZ ABOVE 30 V co g CO N B.6/16°LAMI-(1/8°A,.080,118°HS) FT,GLASS TYPES G-L SHALL HAVE A W H oe ' zz o� ' x x C.5/16°LAMI-(1/8"113,.680,1/6°HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 38.376 1+C2+1 2 1+C2+9 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7118°LAMI-(3118°A,.090,3118"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/18°LAMI-(3/18°A,.080,3118°HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/18°LAMI•(311(°HS,.090,3118°HS) 60.626 1+C2+1 3 1+C2+1 3 1+102+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13116"LAMI IG-118°OR 3/16'A(MIN.),6J18°OR 31W SPACE,6116"LAMI-(1/8°A,.080,1/8°A) H.13118°LAMI IG-1/8"OR 3116°A(MIN.),6118°OR 318°SPACE,6/16°LAN-(118°A,.090,IV HS) 64.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13/16°LAMI IG-1/8°OR 3118°A(MIN.),6/16°OR 318°SPACE,6118°LAMI-(1/8°HS,090,1/0-HS) 60.000 1+C2+9 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13/16°LAMI IG-11"OR 3116-A(MIN.),3/18°OR 1/4°SPACE,7/16"LAMI-(3/16°A,.090,3118'A) K.13118°LAMI IG-IV OR 3/18°A(MIN.),3118°OR 1/4°SPACE,7/18°LAMI-(3118°A,.W0,3116°HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+q+1 3 L. 13/18°LAMI IG-1/8°OR 3/18°A(MIN.),3118"OR 114°SPACE,7/18°LAMI•(3116"HS,090,311("HS) 48.000 X 38.375 1+102+1 2 1+102+1 2 1+102+1 2 1+102+1 2 1+102+1 2 1+102+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I+C2+11 3 1 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+q+1 3 1+C2+1 3 1+C2+1 3 1 1+q+1 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 18 314"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1 1+C3+1 3 1+q+1 3 1+C2+1 3 1+C3+1 3 JAMBS: G'MAX FROM CORNERS AND 221/2MAX O.C. 63.000 1+q+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+q+1 3 TABLE KEY: 0 x 53.126 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+103+2 3 -ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+q+1 3 50.626 1+C2+1 3 1+C2+1 3 1+q+1 3 1+C2+1 3 1+C2+1 3 1 1+q+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 64.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+q+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+q+1 3 PLUS(2)ANCHORS AT OPERABLE 83.000 1+103+9 4 1+q+1 3 1+104+1 3 1+q+1 4 1+103+1 3 1+104+1 3 VENT AND FLXED SECTION.(7) ANCHORS TOTAL AT HEAD AND SILL 60.000 x 38.376 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 60.626 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+q+1 3 1+C2+1 3 2+C3f2 3 (x-18 3/4°MAX. 54.000 1+C3+1 4 1+C2+1 3 2+q+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 I -+{1::-3 MIN 60.000 1+q+1 4 1+q+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 e, 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1 1+q+1 4 1+C3+1 3 2+C4+2 4 � X O 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 PRODUCrRBVJf9W 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 MTG.RAII ascamplyinswiffitimplasma 50.625 2+C3+2 4 1+C2+1 3 2+03+2 3 2+q+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS ncoe�»anso 64.000 2+C3+2 4 1+C2+1 3 2+q+2 4 2+q+2 4 1+102+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+q+1 3 2+C4+2 4 2+q+2 4 1+q+1 3 2+C4+2 4 naimdBob 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+q+2 4 1+q+1 3 2+C4+2 4 8 314°MAX. 1 1/2"TYP. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 i� 3°4N, r ti u r r 48.000 2+C3+2 4 2+102+2 3. 2+ 4. 2i'W 4.2rC2� 3 2+q+2 4 LYNN,yj 50.625 2+103+2 4 2+102+2 3 +103+� 4• 2 4.2iC2+g 3 2+103+2 4 8°REF. x O ` ��'�lcerasF'��Fp 54.000 2+C3+2 4 2+q+2 3• 104+a 4 +Z 4.'2 C.VZ 3 2+C4+2 4 MTG.RAIL No.58705 60.000 2+103+2 4 1+103+1 3 2+104+2 4 2+q+2 5 2+03+2 3 2+C4+2 4 = 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS MJ7'. X7/11 E IdOCHANQETNtS ••• • ••• • • o 1 erlo/11 o aonEoulcaa7nel 4 ' + • ' 4•WR,VI 8„� ANCHORAGESPACIIdG,OXANDXOWINDOWS %p'O�.ss �tomoP.• G��: �r c cHe.rA61E#Toe,B WAL vuETa /tok .nor d'o.&AD HORIONTAL ROLLERW/NDOW IMPACT '��,��NAL,"OKO �.FiM74 visiblyBermr sw8°1Q '�"n �`* aL4iV' P.t:.a LJ. 3/P9/06 rlxrfo NTS 10 d 11 4127-10 E P.e.#se�ae ••• • • • • ••• • • • • • • • • • • • • J 13/4"MIN.E.D.TYP. NOTES: 2x WOOD BUCK, MIN.3.4 KSI ter. + NOTE 3 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1/4°ELCO � CONCRETE . 1 3/9" TAPCONS EMBEDED 13/9°MIN.OR 114"SS4 CRETE-FLEX EMBEDED 1 314°MIN.. MINIMUM DISTANCE FROM v MIN. ANCHOR TO CONCRETE EDGE IS law. FLATHEAD ANCHORS MUST BE#92 TRIMFIT HEAD. :A: NOTE 1 1x WOOD r • "� a• El� 2.FOR WOOD APPLICATIONS IN MIAMI-DARE COUNTY,USE 092 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS MAX.1/4" 9/ THAN 1 9/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1P2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD CONCRETE WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ANCHOR ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 9093-TS AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL.B OF 1B"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4" MAX 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER MIN. SHIM 9�" 1/4"MAX.SHIM—►I I+— 1 1/4°MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I I � v (1.5 K31 CMU) OR 0S1' PER NOTE 1 (3.4 KS!CONCRETE) WOOD CONCRETE ANR, ANCHOR, NOTE 2 NOTE I13/4' EXTERIOR INTERIOR rj •• °•MIN.E.D (H &SILLDETAILS A B,C,D,G&H) TYR 2x WOOD BUCK NOTE 3 1x WOOD BUCK,NOTE 3 SEE NAILING DETAIL E DETAIL IF IAalaR (JAMB DETAILS E,F&I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE lu ANCHOR, ANCHOR.WODDETAIL H (HEAD) NOTE 1 NOTE 2 NAILING .131 DIA.MIN.x 21/2°NAIL PRODucrRaVISED AT CORNERS AND 5°O.C. a 14.04 mying with d10 Florida 1/4" 1/4" TYPICAL DETAILS G,H&I. liu9dhlgCaft 2 MAX. MAX O Aa w o !gp SHIM SHIM �_ U •,..i., •"�" --�• SEE—� Mimed o Produd i ,•NOTE 1 '4 1318 MIN. NAILING �. .' .. , •1 1314*MIN. •• ��• • •• tuuttii E.D.TYP. • •• t•'�41 ,. ..• • SEE NAILING �� Y LYNAf MIN.3.4 KSI • •' ••• ••t i'• • .� �ON..••••••.'�/!� CONCRETE 2.WAD : i •• •' li '.•. o• © ��,.• �cENSF'•.,c$P �� DETAIL C BU ••• NNE � • • •• *:' NoAl DETAIL G(SILL) DETAIL I(JAMB) _ No.5a7os TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS J.l 10M7/i1 E NOCHANOETH185NE7• • • • • • • • °ate O'. STA E F ((/ �R BP 1 NOWMAI3EETHIS • : 1 • . '.NobOASH�LF�27s P T AAICHORAGEDETAILS %'SFS'•P(OR1DP.•'G\�'.: FJG' 4B607 C AOD.F. B FBC :O-q,„•� ALUM.HORIZO/dTAL ROLLER WINDOW,IMPACT �'�iiS,;ONA1 V\\�` BF a h. este NOKOMIS,R 34274 Vts*Belzer e� � °�/1D• enr A LYNN�I�P,E FJC 7!28/09 JJ 9129/08 Maio w 11 m 11 4127-10 E P.E.S 83708 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI• MIAMI—DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aovMevelopment/ PGT Industries 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 PERA— Product ERAProduct 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, PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"FD-101"Outswing Aluminum French Door w/wo Sidelites—L.M.I. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. .... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •*see• ••••0*• LABELING: Each unit shall bear a permanent label with the manufacturer's a.%g•or logo;city, stato3.... model/series, and following statement: "Miami—Dade County Product Control Ap wted", unless•otherwigg...: noted herein. .... •• • • . . • RENEWAL of this NOA shall be considered after a renewal application has been f'Ti ed and t%r;j�as began:..• no change in the applicable building code negatively affecting the performance of 08'"X*aduct.'....• •••••• TERMINATION of this NOA will occur after the expiration date or if there has t M-4 revision br changeSos;• in the materials, use, and/or manufacture of the product or process. Misuse of thieNOA•as abSom4rsemegt of any product, for sales, advertising or any other purposes shall automatically tedninate this NJS.�ailu$!••• • to comply with any section of this NOA shall because for termination and removal MNOA. ...• 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 No. 11-1013.22 and consists of this page 1 and evidence pages]r1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. �MMMIMRE.country NOA No. 12-0516.02 .... Expiration Date: October 18,2017 , 5 Approval Date: August 30,2012 Page 1 e f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1,titled Series"Alum. French Door& Sidelites,Impact",sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by 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 20194 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12,signed and sealed by Marlin D. Brinson,P. E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying wwitt�iLC-240?... and FBC-2010, prepared by manufacture, dated 10/11/11, si6nd seal by Lynn•, Miller, P.E. 600.04 •••• 9.0.60 (Submitted under previous NOA No. 07-0629.10) •••'•• 6666.. 2. Glazing complies with ASTM E1300-02/04 •' 0 • 6666 . .. 6666. .00..6 6666 6666 6666. D. QUALITY ASSURANCE •••••• 6666 1. Miami-Dade Department of Permitting, Environment, and.4Regulatory Affairs (PERA). . . 8 • 008000 6666.. 66666.. E. MATERIAL CERTIFICATIONS 0•' •0 6 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16. Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBG-2010, issued by manufacture, dated 05/14/12,signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller,P. E. 3. Laboratory compliance letter for Test Report No. FTL--6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson,P.E. 4. Proposal issued by Product Control, dated 02/15/12,signed by Jaime D. Gascon,P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NDA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11--1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I:', approved on 11/23/11 and expiring on 10/18/12. 0000 . 0000 0000.. •��• � 0000 •. 0000.. 0000 0000.. 0000.. .sees. 0000 .. • • • 0000 .. 0000.. 0000 00900 • 0000 0000 9006.4 s 96 9s. . . . . :000:6 0000.. • • ••0• 0000 sees . c Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E--3 NOTES: OUTSWING IMPACT FRENCH_ DOOR(S)AND SIDE LITE(S) 1.GLAZING OPTIONS: 12 A'% A.3/8°LAMI NOM.(.402'9 CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM17 PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. _ B.318°LAMI NOM.(.402)CONSISTING OF(1)LITE OF 1/8°HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX4(EEPSAFE a. MAXIMUM PLUS(1)LITE OF 311W HEAT STRENGTHENED GLASS. ' C.7/16"LAMI NOM.(.466")CONSISTING OF(1)LITE OF 3116°ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF:DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/18"HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM.(.4669 CONSISTING OF(1)LITE OF 3/18"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE p p MAXIMUM PLUS(1)LITE OF 3/18"HEAT STRENGTHENED GLASS. E.13116°LAMI IG NOM.(.840°)CONSISTING OF(1)LITE OF 3/18"TEMPERED GLASS,1/4'AIRSPACE,(1)LITE OF 10,HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOR DRAWING MAP U . INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. TOPIC SHEET 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.04. GENERAL NOTES............ 1 , O 5. ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. ` CONFIGURATIONS...........1 "" p 3.CONFIGURATIONS:X,0,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 ^� N 4.ANCHORAGE:THE 33 1/3% INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......212 SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS QF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 w _j REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 w F- W 5.SHUTTERS ARE NOT REQUIRED. ( HCRIZ SECTIONS........... 6 Q p C 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... B O 1— fn LL 7.REFERENCES: E)(TRUSIONS................... 6,7 (1)a LUO ©TEST REPORTS FTL-4984,6212&6864;ELCO ULTRACON NOA:11.0406.01,12-0126.09;ANSUAF&PA NDS-2006 FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM ANCHORAGE... 0) Lu a ada O` O DESIGN MANUAL. 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY U' z O HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS W F_ _ 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHEN ED pppj Z B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 6),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q Z Z Lu TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE RFM 22 REINFORCEMENT. <C w p 93 9391 N d I, a w 30 *4— *4 T � a z 90 N 73 1/2°cLAss BITE 73 NrPS BRE 747 QV2' SSITEEXTERIOR EXTERIOR EXTERIORGI 94 a a y 1/8"AN.OR 3/18"AN.OR - 1/4°AIRSPACE 3/16"HS HS.GLASSHS.GLASS 3/18"HS. 3118"HS. • 3/18"TP.GLASS GLASS .090 PVB INTERLAYER GLASS 0 1AIL•AS'ER GLASS (DUPONT BUTACITE OR iD B ATE i OR 1/8"HS.GLASS SAFLEXIKEEPSAFE • •• • • • S:FL EIS E 090 PVB INTERLAYER MAXIMUM) • • • • ••• • • • • 2 �! • AiMA M) (DUPONT BUTACITE) 3/8"NOM. • • • 7/16"NOM. 13116"NOM. g GLASS STACK GLASS STACK GLASS = :z 0:Z STACK = .+ u o 3/8"LAMI NOM. ••• •s• ••• ••` :• /_6LAMI NOM. 13/16"LAMI IG NOM. y2o7 " GLAZING OPTION A ORB NOTE 1:• a ;GL421NGcp-CION C OR D,NOTE 1 GLAZING OPTION E, NOTE 1 '%y;4�*•••.•., x o:o • . • ••• . • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS Q APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,MO,OXX&OXXO NOTES; rRovuc•�r^xner�,,.m^ (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS 'YPES: (0.08 REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318" MI(1/8"A,.090 PVB,3/18°HS) 1 DOORS WITH GLASS TYPES A,B,C,D OR E B.3/8"AMI(118"HS,.090 PVB,3118"HS) C.7/16 LAMI(3/16°A,.090 PVB,3118°H$) HEIGHT I D.7/16 LAMI(3/16"HS,.090 PVB,3116"HS) X WIDTH XX WIDTH 68-79 314" 1 70-83 3/4" 1 87 3/4" 1 913/4' 1 80-95 314P ®E.13/1 r LAMI IG(3116°TP,114"AIRSPACE,1/8"HS,.090 PVB,3/18°HS) 3° 37 1171 6° 713/,V' +76.01-7,5.01+75.01-75.01+75.01-75,01+75.01-75.01+75.01 -75.0 2.COMBI ED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. cm MAX X/XO WIDTH = 73.1/2" O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX XO WIDTH=1091/2" S U 273/4- +75.0 -75.01+75.01-75.01+75.01-75.01+75.01-75.0 +75.0 .75.0 o/oXX WIDTH=107 ala" O c MAX. XXo WIDTH=143 3/a° � 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.61-67.6 +64.2 -64.2 - 36 3/4" +75.0 -75.01+74.91-74.91+70.41-70.4 +66.6 -68.6 +63.1 -63.1 3.SINGLE DOORS 33 518"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° -� U) 98 WIDE iy,,R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE O WIDTH SINGLE SIDE LITES WITH GLASS TYPES 0,C,D OR E FBC. NrRROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. LULU 1 =1 36314- +75.01-75.01+75.01-75.01+75.01-75.01+75.01-75 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. pU) ILL o TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 0 5-EXAMEs OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: N ca a APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,0)0(&OXXO EX.A OM TABLE 9. V) fn p N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A O N REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30°WIDE x 80"HIGH SINGLE DOOR WITH 29"SIDE LITES p 0 Z DESIGN PRESSURE=+67.61-87.6 PSF W Z GLASS TYPES A,B,C,D OR E Qp U HEIGHT EX.B FROM TABLE 1. OXXO WITH GLASS TYPE A Q O. X WIDTH XX WIDTH 68-79 314" 70-83 3/4" 87 3/4" 913/4" 8°-85 314" W WIDE x 86"HIGH DOUBLE DOOR WITH 361/2"SIDE LITE$ d N Z 2° 251/2" 40 47 314" +58.6 -58.6 +55.4 -55.41+62.41 -52.4 +49.8 49.8 +47.4 -47.4 DESIGN PRESSURE_+70.41-70.4 PSF Q N C7 U LL 27 1/2" 51 3/4" +54.8 -54.9 +51.8 -51.81+49.0149.0 +46.5 46.5 +44.3 -44.3 EX.C FROM TABLE 2. O Q OXO WITH GLASS TYPE C 29 1/2" 55 3/4" +51.7 -51.7 +48.8 48.81+46.1 -46.1 +43.8 -43.8 +41.6 41.6 30"WIDE x 87 314"HIGH SINGLE DOOR WITH 26"SIDE LITES 28 311/2" 50 59 3/4" +49.0 49.0 +46.2 -46.2 +43.6 -43.6 +41.4 41.4 +39.3 -39.3 DESIGN PRESSURE_+43.6/-43.6 PSF 28 331/2" 54 633/411 +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.31-37.3 EX.D FROM TABLE 2. OXXO WITH GLASS TYPE C �'x 351/2" 67 314" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +36.61-35.6 33 314"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES $• DESIGN PRESSURE_+43.1/-43.1 PSF 30 371/2" 60 713/4!' +34.0 -34.01434.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 a$ q O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH S� REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75. +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT • DETAIL. ```��ttuar�� 12 3/4" +75.0 -75.0 +75.0 -75.0 +78:0 -75.0 + -'=5.Q -V5:) 475.0 � �j�z SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 a-65.0 +1 -91.9 •r59i0 - 9►0 �'�' ''`�'Luj u SIDE LITE 2131411 +64.5 -64.5 +81.0 -81.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 =Z;y tl- vl�l 27 314" +52.9 -52L+49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 J o ti4 J.4 3 z 361/8" +35.2 -35 -35.2 •35'2 -35.2 + !kQEJ34 -3414 ` Y�oy., � ��.0W 314" +34.0 -34.0 +34.0 340 +&. r340 �, ....11... ••• • • • • ••• • • ••• • • • ••• • • 731/2"MAX.-- --1091/2"MAX. 143 314"MAX.•----- PRODUCT RSNEWBD 38 3/4" 36 3/4" 38 314" 36 3/4° 38 3/4" a�i�wgbft PiO� �– MAX f— � – �- SEE NOTE 3 f+– MAX I – MAX —[---SEE NOTE 3--ter– MAX Caft NO 'L-OC� Dato 49 49 41 °arAr 49 N O 95 314" CO (TYP.) of 103 AAC wIEf E E[ �lE Ef IE� JE J0 1 X 1 0 I 0 T X INACT 0 � p co) LL SEE NOTE 4 SEE NOTE 4�� SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W O OX OR XO OXO OXXO 41 0- z 71 3/4"MAX. 36 MAX." 371/2" 24 9118°MAX. 5/8" U W U rA MMAAX A DLO(TYP) B DLO(IYP.) G Z Z O W rn r 0 95 314° Q N j a 49 MAX. N 41 IG CU HT. 0 TYP. 95 314" 0 W Q 84 3/8" 103 M.)DLO ® pgt TYP. MAX" DLO (TYP.) DOOR q� c DLO HEIGHT -HEIGHT-113V 4 40" DLOWIDTH'X' =DOOR WIDTH 4216116" o� I t �P•)�ld +D C` �C Fr l F DLO WIDTH WC-DOOR WIDTHI2-11 511(" 6 JL �i�AC • i i •L O 1 SIDE LITE =WIDTH-31/8" • • e • DLO HEIGHT-HEIGHT 41 318° ��` •i i • • i i•i •• DLO W IDTH =WIDTH-31/8° A X A e •• • • • •• Q _ 4:1& NOTES: p z 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. = u o i:o 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEWrS 4a"5. • 000 • • 3.SIDE LITES OVERLAP'X'AND')W DOORS BY 314"WIN ASSIEV�JLED 10 KE r�' 'OX'•'OXO'•iOCd','OXX'AND'OXXO'CONFIGURATIONS. ?Oy•. :�� 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR"NN�CTtgNS�SApPLICP�ILfSHEa)• '�� yy •.... ..•'0F 5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLO i S:0 X'DOORS=WIIPTH•5 646) ('XX OOQR s DOOR WIDTH/2-4.079) -0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 i ��•��euap� !b 40tonce� EXTERIOR INTERIOR 10 1 2 60 r o 37 64 AT HEADMAMB 0 Q 60 65 AT SILLNAMB CLEAR-COLORED OC SEALANT EXTERIOR INTERIOR r. 62 zo tE w o I re Ll B3J Q U) rr w U- L) o!i O 22 j a co o� to Q ou F MAX. MAX. MAX. SMAXIp ccoo � U DLO HE DOOR RT DLO LITE 62 a o HEIGHT � N N ILL SL VIEW G-G d 30 61 CORNER ASSEMBLY 8� .• ••• • • . . . .. 40 1A88 ••• •• • • • to14 • 2�:a • ••• • ••• • • j:uN�:Z 13 DOOR SECT.A-A • �9�(�7.B-B o Z 4:o VERTICAL �•� ••• •.• .•�� ICAL .. •• o`er • • • • • • • • • • 4 S PRO>K,CTwM MAX.XXWIDTH seg. e • N p ®o o MAX.-� DLO 'XX SECT.C-C DLO 31 o_ 35 36 34 44HORIZ. 46 45 5 32 LU MAX.'X'WIDTH 20 S2 V p P LL Z O g Lo O NPLo Z U 0 egg; W = z • INTERIOR v W N U o JZ ® � N ZO L LL o IMAX. r N : d "DLO 'X'SECT. D-D � ¢ N _ �a LL 46 21 5 EXTERIOR HORIZ. 6T SPACING,SAME AS MAX.3L WIDTH-- AMB ANCHOR SPACING a {� �I (SEE SHEETS 7,8 AND 0} MAX.SL WIDTH ,a I I I �x� 62 h�a� o a� •• ••• • • • • •• 66 `1141411lf1t/�� LDLD O 22 SEE TABLES 1 AND 2 AND !�DM O NOTES ON SHEETS 1&2 66 62 •6 SL SECT. E-E , •• :•• : : SL SECT. F-F : y. HORIZ.(DOOR W/SIDE LITE):. • : : : HORIZ.(SINGLE SIDE LITE) °y1rye see 0 • •• • • • •• •• ••• :11 • • ••• • • ITEM DWG# PGT# DESCRIPTIONITEM WG# PGT# b CRIPTION 1 043B 60411 FRAME HEAD 60 0,20D 6920D SIDELITE HEADER 2 0 0300 WSTP.,Q-LON.190 X.375 HIGH 89 921D 6921 SIDELITE SILL � ewnu �mmiaa 1 9 3 7070 67070K BULB WEATH RSTRIP.187 X.300 HIGH 82 916B 60361 SI ELITE JAMS -2- 1 -UJr(�O.V 4 965 79WX FI I H13OLT STRIKEPLATE 83 1166 781P #8 X QUAD PN.SMS 17 5 708X 2 PT.LOCK STRIKEPLATE 84 7998 HEAD GASKETS(STOCKING#70998) 6 958 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 7999 SILL GASKETS(SWC—KING 0999) eroduot 7 7832X12FPXP #8.32 X.600 PH.FL MS-S.S.W/SILICONE PATCH 66 P4A 161641M SIDELITE.JAMS ADAPTER 8. 995 70996 GASKET(BETWEEN THRESHOLD 8 FRAME JAMB) 67 #12 9. 0 S fff-mamscmw 9 998 70898 GASKET(BETWEEN HEAD&FRAME JAMB) A 70 712853 SETTLING LOCK,3132"X 1!4 X 1"W SA, +/-5 DURO. N p 10 952A 6533018 FILLERADAPTER0 71 71267K SEETTING BLOCK,1/16°X llr X 1"WlPSA,85+/-6 DU O. a 11 11000 611000M OUTSWING THRESHOLD 72 94222 BEAD,7—/-IF- 12 /1 12 9870 671670 WSTP,.360 RD FOAM FILL T SLOT AMSBURY#32011) 73 6988 BEAD,316" r0 d 13 91004A. 811 M 0 WING THRESHOLD CHANNEL COVER 74 7B 87 BEAD,13116"IG $O 14 11001A 411001A ACETAL SPACER.086(INHOUSE INJECTION MOLDED) 90 ODURAK14 1/4"DURASEAL IG SPACER w 16 110024 411002A ACETAL SP .096(INHOUSE INJECTION OLD ® 9102LAZING P248 B (USED IN DED BEAD) �� W 09 16 11003A 411003A ACETAL SPACER.140(INH E 94JECTI N MOLDED) D,INTERIOR F- 20 9966 80390 F JAMB(OUTSWING) Qo 93 247 B ,THICK(USED IN UDE B 96+/-1 DURO, 21 1010 300 WS .,Q-LON.190 .376 HIGH 94CON DOW 899 OR 983 U! p 6-00-r-88808M REINFORCEMENT,1.000 X 2.750 X 0.680,606148 —OF GLASS,31W LA MI-9! "A,.90 PVB,311W HS ~ p 23 1140 112PSAT3 X 1. Q A /S 98 LASS,3/6"LAMI.1/ HS..90 PVIS,3118"PW co LL. 24 9048 79048 JAM MEW COVER CAP 97 LASS,7/98 MI- 98"A,.90 B, S 06 O 26 930 41721 KE LATE INSET 88 SS, /16. I• 18° AD VB,3/18°HS � CD 28 9118 790X34PFA #10X.760 PH FL. MS 99 LASS,13118" MI -311W TP,1/4P AIRSPACE,1/6"HS,.90 P.B, lW HS z FNF-- 2 -70W--6707-(W-- ULB WEAYHERSTRIP.187 X.300 HIGH 103 OFF- SmIzi a JDEAD.BOLTLOCK 91W Z Z 30 06 910 OR PANEL, P 8 BO OM RAIL 31 911 8911 D007R P L, p F Z 32 917 7FRM0 GE U810 Q v/ 33 1178 71058FP W,B #10X.626 PH.FL SMS .604---1t� Oj N -I u. o 33A 6037 M UU S CLAMP 360 g CL c 4 91 0 36 1130 STRODA 5116-18 THREADED ROD 055 IIr-� 8 Q N p C- 36 0 7990 UTA 6/16-18 FLANGED HEX NUT 37 994A 60379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD Q O 38 7834FPT #8 X.76 PH.FL.TEK 3 CHANNEL COVER 39 997 V70997T ETWEEN PANEL HEAD/ ILL 8:PANEL STIL S 8083-T640 9023 WSTP.,.187 X.260 HIGH,FINSEAL41 928 8 E L A Y.(INAC P ONL 42 1146 X.600 PH FL SMS TYPE BDS 43 1212 SILL T PLUG(IPWCTNE NL)9838 ANELAS 1(OUTSWING IDOOR PANEL ASTRAGAL 2(OUTSWING) r---2,750_ to 46 1213 60200K WS7P.,0-LON.190 X.200 HIGH 47 M OK SUPPORT A 48 1138 7634E #6 X.750 PH.FL 98�'. i7�7 4 8 .708)• • • •• 3 2 49 982 D2P AY TPT.LOCK ASSY. • •• • • • • ••• • �� 2 60 6R180FS RUBBER SLEEVE*• ••• •• • • • •• zf.. p>=a 61 930 41721 STRIKE PL INSERT(INACTIVE PANEL) 1,:Q oZ` 62 931 17FRSPX IDEADBOLT STRIKE PLATE 22 TUBE MULL =z z 53 1918 71OX34PFA #10X.760 PH Fl,SM;,• • 6083 T6 54 967 170957X IHANDLE STR PLATL • • • • • • 'y�•, Q�'�� a 55 1118 710X34PFA 1#10 X.760 PH::EMS: • • ••• • • : • '',,�S�,ybl i i�>>��O\.`� a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.750 -1.750 -1.750 ; 1.750- pRoDucPRENEWBD ,050 - 1.620 -c�py'm" huieHlodda I 1.480 �Acoepteacalloundft Code I .250 �i �_ Pradma 4' WEATHER 4.828 4.726 4.726 37 STRIP CHANNEL 062 3.000 .050 6083-T5 Y04 p 4.000 •082 4.100 082 4.100 .082 4.675 u) F- 4.875 I 0.375 O 5 UQ 4.100 L �0 � g '6 O20 DOOR FRAME, 2.125 .125 W g JAMB h- 8083-T8 J DOOR PANEL DOOR PANEL 30 LU TOP&BOTTOM RAIL 31 SIDE RAIL DOOR F� NEL DOOR PANEL p 8083-T5 6063-T5 O INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE 0) U. 1 500 6083-T5' 6083-T5 1.878 32 6063-T5 O G' 3.8553.111 J �yl -.558 F�.b25 { .890 Li a 0 co) 1 050 .750 .050 B83 p Z 1251 L 1.400 .550 'If .050 { r---.172 (1) (1) U I z A50-�II TRUSS CLAMP 3/8"GLAZING BEAD 7/16"GLAZING BEAD 3.000 .683 050 Q O it 1 O FILLER BHEAD ADAPTER O 6083-T5 73 606&Tb 72 6063-T5 tV ? LL Tl 3.1001.092 Q N 3.000 QILL IG GLAZING BEAD � p 1A9 6,Z SL JAMB 74 601 a6063-TB Il a 1.272 1479 a Ti- 0�' 6.459 .075 5.212 Q OFRAME HEAD 6.085 0� 6083-T8 .075 4.586 •• ••• • • • • •• 2.980 .050 •• •i ••i i • ````` a3 ��''' .079 1.489 ••• ••i ••i ••• • • 060 .`� ,• .489 3.000 64JAMB OUTSWING THRESHOLD i • • SLHEIDE;t •• •• SL SILL 66 ADAPTER y:� z 0 11 60 1 eo63-T6 �,,2oy�. 6063-T8 • 8066-Te • • • • • 8083-Te ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD HEAD HEAD HEAD HEAD HEAD ZONE"C"--1 ZONE"D----t—ZONE"D"--1 ZONE"E"� ZONE°D°ZONE"E" PROAUCTRfiNLWF.D ' as complyingwiektbMwide *niWtagCada 12V ® jptenwNO 17 hate x=MINIMUM JAMB ANCHOR Ivlra� I>sdoPmductCa ' LOCATION. z X z z XX z pz O �Z XO OR OX z -=ADDITIONAL JAMB N p N N N N N N N ANCHOR LOCATION, N �- �° gm to m m m m EQUALLY SPACED ASj REQUIRED PER TABLES 3-7 ON SHEET 9.SILO �- Lu �ZONELC°� ZONE-SILLD' ZONE D"SILL - ® ZONESILLE"� �ZONE°D°SILL 'ZONESILL°E"� Z fq LLoi� SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 1 SEE TABLE S.,SHT,9 V O M) O w co z' HEAD HEAD HEAD HEAD QEAD z� r HEAD HEAD o� EXAMPLE co) Q aEa ZONE°F°� °eZONZONE°D°ZONE°F°� „S° aEa ZONE ZONE aEa ANCHORAGE SOLUTION LL FOR A CONCRETE w OXXO INSTALLATION U o uj w A.19°x83 3/4°SIDE UTES"B"AND d N W "E°ZONE ANCHORS FROM D- p = d w w w w w w TABLE 7,SHEET 9. Q N 0 � LL N OXO N XXO OR OXX N N OXXO PLUS; m B.713/4*x 83 3/4"XX DOOR ZONE �+ °F"ANCHORS FROM TABLE 4, B of iR v SHEET 9,EACH"F"ZONE. + SEE ENCIRCLED VALUES,SHEET 9 x 4 SOLUTION: ca o TOTALS(4)TYPE 1 OR 2 ANCHORS cZ SILL I SILL SILL l SILL SILL SILL I ILL I SILL SILL JILL EACH JAMB AND 2+5+5+2=(14) }—ZONE—}—ZONE°p4ZONE� T�ZONE°D•�•ZONE•F° •' ZgNkj •• rZONE—}—ZONE"Fa�ZONE°Fa�ZONEI TYPE 1 OR 2 ANCHORS AT HEAD \t SEE TABLE 7.,SHT.9 aEa SEC TABLE 7.:Sl I�.1 ° aEa SEE TABLE 7,SHT.9 "E" AND AT SILL • •• • • • • ••• • EXAMPLE OF ANCHORAGE FOR A 71 3/4'x 83 314"""DOOR, •=ANCHOR LOCATION FOR ��` Q .• "" ��'� ••• ••i ••i ••• i i ••• WITH 19°x 83 3/4°SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE NOTES: �2� z:z K:a tlS 1.APPROVED ANCHOR TYPES ARE: 1.114"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS e a•Z 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3vjMIM.O.C.FOR COMORETE)&SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. �y;h z v, 0 JAMBS(ALL):131/4"MAX.FROM CORNERS AND 231/c j`MAAX.d�CHEAD&SILL OF S:6"MAX.FROM CORNERS,V MAX . • • • • • •_ 3.TO DETERMINE ANCHILL OF OR QUANTITES (r ITIES FIND THE GONFIGFROM eRATIO1.41 MARX-RAEN' RESER O �FIItOPRIATE TABLES ON SHEET 9. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • C TABLE 3.X DOORS TABLE 4.XX DOORS Q TABLES.0 SIDE LITE Q TABLE 6.XO&OX Q TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) &OXXO AD 1.114°ELCO TAPCONS PROM=Rmemm GLASS TYPES A.B,C.R E GLASS TYPES A,B,C,D.E GLASS TYPES A,B,C,D,E GLASS TYPES• A.8,C,D,E GLASS TYPES A,B,C.D,E .... lTWBvvbhWe Rm�a ANCHOR TYPE ANCHOR TYPE ABHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4"ELCO SS4 CRETE-FLEX A 12' $SUBSTRATE 2.3.WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1.2.CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2.3.WOOD 1,2,CONC ' MASONRY ANCHORS DOORWIDTHS LOADZONES DOOR WIDTHS LOADZONES WIDTHS LOADZONES DOOR WDTHS LOADZONES DOOR WIDTHS LOADZONES 'X'-26.60 w "XX"-47.75 w "O"-10.76 °X-26.50 °X"-25.503.#12 SCREWS(G6) m �p�a1 TO 37.50 TO 71.76 TO 36.75 TO 37.50 TO 37.50 IL I. ;� P LL;z 4.ENCIRCLED ANCHOR ' p !� j W j QUANTITIES IN TABLES 4 04 p a - j �_ °XX -47.75 In AND 7 PERTAIN TO THE V- a "a " bO - a a TO 71.76 , � ` U m ° m flEmmm9 m m a m m m ' EXAMPLE ANCHORAGE�d f f � � sw .0 . SIDE ? t 2X WOOD 13/4" 13/4" 2X WOOD 3A KSI MIN.CONC. 1314 1314-MIN.E.D. MIN E.D. rWIN E.D. 64 g Q� BUCK,NOTE 2 3 4 KSI MIN.CONC. BUCK NOTE2 PR.ODUCfREMMM I X WOOD BUCK,NOTE 2 1 3V TYPE I wnAywswfthftpmrI& 13/8*TY PE1 "...•.. _T I?-- .o;t 1X WOOD 1 WN'TYPE 2 13ullding Cob BUCK,NOTE 2 13/4'TYPE 2 Accoptw=No M4 8" BUCK 1318" 13/8"MIN 1/4MAX. -I —A 114"MAX. SHIM —1/4MAX. 1/4"MAX, SHIM WOOD EXT. SHIM SHIM 2- ANCHOR CONIC. EXT. WOOD EXT_ -CONC. EXT. TYPE 2 OR 3, ANCHOR ANCHOR C4 ANCHOR 2 NOTE NOTE1 OTE1 NOTE 1 TYPE 2 OR 3, 0) I ll'TYPE 1 OR 2(CMU) NOTE 1 3: Q5 DOOR HEA (WOOD) DOOR HEAD(CONC) .0 I 318"TYPE 1(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 1318" 1 3f4"TYPE 2(CONC) — 4 lw MAX.SHIM MIN, 114"MAX' ___4 1 1/4*TYPE 1 OR 2(CMU) ---T 1/4MAX.SHIM 18 S 114"MAMX. HIM i I 31W TYPE 1(CONIC) • A 314'MIN.E.D. 13/8"MIN. 13/4'TYPE 2(C 011-- WOOD CONC. MIN.E.D. ANCHOR n ANCHOR LLJ ON sw— CONIC w NOTE La im STAGGERED ANCHOR V5 LL 1.6 KSI MIN.CMU OR \�_WOOD CENTERS,- ON 3.4 KSI MIN.CONC. 0 TYPE STAGGERED co ANCHOR 3/4"MIN.E.D. Lu 20R3, CENTERS, TYPE ..;':13/4"MIN.E.D. • NOTE 1 NOTE 2 OR 3, 4 < 0fA # Ix WOOD Buclo, —A 2X W005DEEXET• NOTE 1 2X WOOD EXT. 1.8 sll MIN.CMU OR BUCK,NOTE 2 3A KSI MIN.CONC. BUCK,NOTE 2 IX WOOD BUCK,NOTE 2 EXT. 0 x LLI U 3S DOORJAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB (CONC) 0 x zW WOOD ANCHOR TYPE 2 CONC.ANCHOR, z U) OR 3,N0*I NOTE I C'4 LL -WOOD ANCHOR,TYPE 2 OR 3 NOTE I CONC.ANCHOR NOTE 1 - 1XWOOD EXT (L EXT. BUCK,NOTE 2 < (4 5 EXT_ EXTMAX. . NOTE 3 114" 9 0 LL 1/4" z /i/4"MAX , MAX SHIM SHIM SHIM . ..... aww TYPE 1 1 WTY 1 318'MIN. 13/8'MIN. ;> 13/4"TYPE 2 4 3/8'TYPE I 3.4 KSI MIN 314-TYPE 2 1314" 3.4 KSI MIN.CONC. CON 2X WOOD BUCK NOTE 2 _iIift E.D. 2X WOOD BUCK NOTE 2 I— 13/4' DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D.SIDE LITE SILL(WOOD) 2! Z SIDE LITE SILL(CONC) NOTES: so 000 0 & 0 0 0 so I- 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,U:E ONLY JAIRI;,� p C UPErYINPIRROVED ELCO 1/4"TAPCONIS EMBEDDED 13/8' CrYPE 1)OR 1/4SS4 MIN.(TYPE 2). THE MINIMUM DiSTAING, FRO C 06INCWR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE CRETE-FLEX EMBEDDED 1314 F Cil ........ 7v/ #12 SCREWS,G6(TYPE 3)OR ELCO 1t4"S34 CRETE-FLEX AUC_M3#BlIDDED4I 308'MIN.(TY 4 PEQ). _ 2.WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 11T THICK._lx SUMS AF&O^O&AINP UNIT IS 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 THE ZZ' � AUTHORITY HAVING JURISDICTION(AHJ). 77 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL*bwT REQWIREII.eii USEII NON-SWRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) —0 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SIL:TRAT It NOT TIJHI.0170 TI-E SUB TIP,ARD TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS co L) WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWE606 THr*GRCkUT"WAObD Sy TC Cft AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. *so oo* 0 0 0 000 0 0 MIAMI.DADE MIAMI-DADS COUNTY BE 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.miamidedexoy/economy PGT Industries 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"CA-740"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and scaled WI%nthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stqnp•with tfi4*Aotice M- Acceptance number and approval date b the Miami Dade County Product Control Scl;wn• • p pp Y ty 0000 0000.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. •0.0.0 • 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's h0 0 0 for low,•,;ty, sta�ea..•• model/series, and following statement: "Miami-Dade County Product Control Apprfwq", unlw.%atherwi§9;00• noted herein. •• •• goose 0800.. RENEWAL of this NOA shall be considered after a renewal application has begri Il ej and there has been •, • • 000000 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;revi;i+orb el change 0 in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as andnddrsement 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 consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Approval Date: April 11,2013 NOA No.12-1218.09 INfAMI•DADE COUNTY g Expiration Date: April 11,2018 ...� t Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details --- LM & SM", sheets 1 through 10 of 10, dated 08/08/12, 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,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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. .... 2. Glazing complies with ASTM E1300-04 *so' D. QUALITY ASSURANCE ••• •• . 1. Miami-Dade Department of Regulatory and Economic Resouje?CRER):'. •. • ... . .. ..... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPontJ)eriemours 4j Co.,Inc." for their"DuPont ButaciteO PVB Interlayer"dated 09/08/pl,expiring on•Q/ 11/1b..:. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPontZeXamout's&to., for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 3 0?/17.' F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12--1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. G. OTHER 1. None. Manuel er . Product Control Exmi r NOA No. 12- 09 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 GLASSSTACK GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK CASEMENT WINDOW DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE&SMALL iWANNEALED J190'DUPOM 3MVANNMLEDOR 'G30'GUPOMSGP 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SEE SHEETS MISSILE IMPACT RESISTANCE otASS BUTACIrE PVB HEAT.ATRENGGLASS H TANNEALED OR s4TRENMMM REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH �� us�At0MALBD X�TEPoDR. 38 GLASS VELOCITY HURRICANE ZONE(HVH4 37'WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS T REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'W THE HVHZ,THE 426.478'MAX.O.C.IF WIDTH IS $ 11118'GLASS BITE 11116'GLASS BRE OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.478'(HEAD&SILL 3 3 3)FOR MASONRY APPLICATIONS IN MtAMI-DADS COUNTY,USE ONLY MWM4•MAX I-DARE B,SEE SHEET 2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CO CONCRETE MASONRY UNITS 32 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. 4)ALL WOOD BUCKS LESS THAN 1-1/Y THICK ARE TO BE CONSIDERED 1X ,(� 17-1f1' GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED t MAX pg•NOM, Tia'NOM. DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE I-ire THICK OR A \ A,SEE O.C. GLA8.4STACK W10'LANNATED GLASS STACK VIV LAMINATED GREATER.IXAND2XBUCKS(WHEN USED)SHALLBEDESIGNED TOPROPERLY SHEET2 t I '�"I 1� GLASS STACK ` I STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION \ I I ilW ANNeALEDGtA86 I 3MWANNEALEDOR 18 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6'MAX Ti18'AtRSP "V DUPONT Iia'MMPACE HEAT-STREtkii EENED SAW 8)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING O.C. ItB'ANNEALJ9)�+ BUTACITE INB 3na'A .080°WPONrSGP GLASS OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON \ TEMPERED GIAS3 � 118'ANtiEALED � ��Np P�F1ED GLASS TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON All FOUR CORNERS OF 89� USE ANCHOR 3S GLASS SFAUNINSTALLATIONTHE FRAME. G/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION UUGHT JAMB IF EACH a I C7 SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT HEIGHTIS 37 111fP CGLA88 BITE 37 11116"GLASS SITE OR OVER INSTRUCTIONS. (DLO) / / 2e' 8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 3 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING / 76' 3t 31 60 APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED HEIGHT 60 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 32 32/ 7)DESIGN PRESSURES: / GLASS TYPES 4&5 GLASS TYPES 8&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, WNOaL FRAME ANALYSIS AND GLASS PER ASTM El=. GLASS STACK IRS'LAMMED S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL –1 CLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. I i 3fWAHNEALED OR 1 1WA9ffiPA1EFAT9TRE4GTH0=GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 3/1e•7Enti1PEgEp Ou1'OMSQP 1MNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS B otAe3 �srnIMIGT OR PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 4'MAX. ji 14.1/2'MAX.O.C. WIDTH IS 38 GLASS 33.478"&OVER(HEAD&SILL) EXTERIOR ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER W DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30 VISIBLE 4J BUILDING CODE FOR CORROSION RESISTANCE. OPENING(OLD) 11/18'GLASS BRE 37 9)REFERENCES:TEST REPORTS FTL-7086,3679,36M 3724;ELCO ULTRACON TYP.ELEVATION OF 3 ADM ALUMINUMDESIGNNMANUALV�&PANDSFORWOODCONSTRUCTIONAND CASEMENT WINDOW 31 8p 32 Approved as complying with We TABLE I: GLASS TYPES 8&9 FloriDateda td C«te Glass Types Sheet# 11LybN yy Revfwd W. Dote: RaNso: At Ant 1 6118'Lam)(1/8 An-.090°PVB-118 An) 6 (GENERAL N0TES._o.•_. L_.a._.LiWAO J OV.-,..'�1GENSCc'•Fp Ravtsad Sr. Dote: Revts on / 2 7/16'Lams(3/16 An-.098 SGP-3118 An) 6 ELEVATIPNI ._._.._.lR.._.��..Is •:�: • 3 7/18°Lama(3116 HS-.090°SGP-3116 HS) 7 GLAZINC&TAII.S !-------11..1 • r •; ••No.58705 4 718'Laml.IG(118'An-7116'Air-VB'An-09W PVB-1/8'An) 5 INSTALLATtON..............».—2 - Vn1% ® arom By;5 718'Lams.IG(IWT-7118'Air-11('An-.OSO"PVB-1/8'An) 8 ASSEMBLY TUBE DETALS_M_._..3 = O; (ANCHOR SPECIFICA11ONS...._._...4 �= GLAZING DETAILSJ ROSOWSKI 6 7/8'Laml.IG(3/18'An-114•Air-318'An-.090"SGP-3118°An 9 ANCH6R QtIR1iT/ATES._..-.•.._._. . %gyp s13 C(/�� Late: 7 71W Lams.IG(3118 An-1W Air-3/16°HS-.0907 SOP-3/1(r HS) 7 DE91GN4PRESSURES___.a.....•....8.9• :� cCORIDP.•'' \?� 1oy 0 VENICE, FL 34275 Tom: 8 7/8'Lemi.IG 16'T-IWAir-3116'An-.09W -3118'AT) 9 AS LYDERAILS/SOM/...JL_10B •yji�gs'r••.•• �G, P.o. eox tsz9 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 9 718'Laml.IG(316'T-1/4'AIC-3116'HS-.09(1"SGP-3116.HS) 7 000 0• ••• ••• •�1/1,,R 1r "'� NOKOMIS, F L 34274 Sanas/Modal: Sorts Sheek O owtn4�• Ror •A.�YIIN M111LLER�P.E. CERT.OF AIRH. X29298 CA-740 NTS 1 OF 10 MD-GA740-LM P.E.08370e ••� • • 0 000 41 0 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 ••• 0 0 INSTALLATION INSTALLATION INSTALLATION OPTION 1 EDGE EDGE DISTANCE OPTION 2 OPTION 4 WSTALLATIONANCHORS DISTANCE f W8TALLATIONANCHORS INTO 2X WOOD. DUNCftETE1CMU INSTALLATION ANCHORS DIRECTLY INTO METAL. PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER 2 EMBEDMENTREQUIREMENT �- SUCK WIDTH TABLE 3.SHEET 4 I ATTACHED TO 82 TYP.ANCHOR n 114'MAX 1b 18 FRAME SILL 10 11 SHIM ATTACHED TO I EMBEDMENT i> VENT S0.L 89 13 @12 STEEL 1J 4 8 80 12 S SELF-DRILLING 8 1 DISTANCE PER ,. •'`. { SMS.SEE TABLE TRATE, 20 3,SHEET 4. 22 23 4 SEE TABLE 3, O # SHEET 4. 3 0 } DADE APPROVED so 18 84 MULLION,ALUMINUM, EDGE 35.37 8 DISTANCE38 39 STEEL FRAMING OR L a '-ab t`` STEELSTUD. ATTACHED TO I •F 82 82 ATTACHED TO VENT SILL 35-37 81 FRAME JAMB L 13 EMBEDMENT 1 24 VISIBLE LIGHT WIDT14(DLO) 3 6 83 70 FOR SNUBBER REQUIREMENTS. g EEM�OR EXTERIOR ATTACHED TO r SEE TABLE 4,SHEET 4, n VENTJAMB L OPTIONAL ADDON WINDOW WIDTH V 12 FLANGE 0 HEAD, SILL&JAM HORIZONTAL SECTION A-A 81 11 SEE DETAIL EGRESS FORMULAS: WINDOW A1,BELOW s WIDTH,WASH HINGE:WINDOW WIDTH-13-112 HEIGHT B NOTES: NOTES: WIDTH.EGRESS HINGE:WINDOW WIDTH•7-12 W 10 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-8 VISIBLE G LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. 1 / COMBINATION UNITS, HEIGHT FOLLOW EMBEDMENT AND EDGE J— / ADDITIONAL WST/1LLATION VISIBLE LIGHT FORMULAS: BUCK DISTANCE LIMITS.ANY INSTALLATION MAX, ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 (DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY �a INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. / / WINDOW FRAMES AT 10'MAX ATTACHED O FRAME 2)ALL WOOD BUCKS LESS THAN 1-12' FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. JAB L THICK ARE TO BE CONSIDERED 1X \!'� SE TABLE SLOW. ATTACHED TO 1 ® INSTALLATIONS.IX WOOD BUCKS ARE "✓ FRAME JAMB L ® 86 OPTIONAL.UNIT MAY BE INSTALLED II DIRECTLY TO SUBSTRATE.WOOD BUCKS —� F� 10'MAX Side of rel Anohme U Nlred ftoneach (FAT) DEPICTED AS 2X ARE 1-112'THICK OR ATTACHED SEE DETAIL A2,BELOW 91de W the Frame AasemW Tube A ATTACHED TOWl�y AtmhorType GBE AND 2X BUCKS(WHEN USED) 4 ��JAMB SHHALLALL BE DEE V"h A B,C&DSIGNED TO PROPERLY a TRANSFER LOADS TO THE STRUCTURE. r 1T'•220' 0 0 $2 WOOD BUCK DESIGN AND INSTALLATION _ 23'•25.0` 0 1 S 39S IS THE RESPONSIBILITY OF THE ENGINEER > 20'+ 1 1 OR ARCHITECT OF RECORD.MAXIMUM f, WWlaw Anchor 17 SHIM THICKNESS TO S 114'. u Height A B,C&D 20 16 18 17'•220' 0 0 82 DETAIL DETAIL 23'-2&W 0 1 21 Al A2 20'+ 1 1 4-PProvedelMwPlt'MB•Ilhlkg Morld Bold Cede Dare 80 •• 000 • • • i I I Revised Date: Rarislon: NOAO l 19 84 lX WOgp • • • • • • �` N LYNN �ii� ml de PmdnN BUCKSTWP, . .. . . . J �.••. ......,y/� 4 SE NOTE f •• • • • • •i ..�.%r-*. S '••.ccQ Revised ey Date Rer aWn: By, L THIS SHEET.• • • • • • w}} 114-MAX 84• ••• •• • •-No.78705 � Drown Dy: CONCRETE EMBEI�(uIENT••• • ••• ;�'•,Gl•338 CSS SECTIONS&INSTALLATION J ROSOWSKI ' "t _ ��: 1070 TECHNOLOGY DRIVE RDe: Data: PER ANCHOR .+ .'4 • : • • • :�'' `1„ REQUIREMENT .l=...•,. '" .. q • • . ��`A'•••CO�IDp.••'G\�. N.VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 INSTALLATION OPTION 3 •i i• • i i i • s�� QN�lII�7L�0NOKOMIs'FL 134274 sanes/Modah sacra: sheet rhowing No. Rev: INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B ••• • • •ALY�NVlLEKRE. CA-740 NTS 2 O 10 MD-CA740-LM 1XSUCKSTRIPINTO MASONRY. PE958706 CERT. 6F AUTH. X29296 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) gpprowdsacom 41aSIithlbk i7 -; slJlsq m e --rl �-+-- 10',SEE NOTE 7,THIS SHEET 001Al: F fIGURE 1: t— FIGURE 2: 740 SERIES�.� Ism D e:" ro! AWNING C C —D WINDOW R9 ., RAM WINDOW a ; -ASSEMBLY- �o HEIGHT TUBE FRAME ASSEMBLY TUBE NOTES: \ \ / 10',SEE NOTE 7, ►D TI-TO-TI DIMONS SHOWN ARE .Ill— THIS SHEET � 740 SIRES \ TIP-TO-TIP DIMENSIONS FOR EACH Lm >/ —CASEMENT—� / INDIVIDUAL WINDOW.FOR SIZES NOT a WINDOW SHOWN,ROUND UP O THE NEM �• —� WIDTH Ir— I ' �� / AVAILABLE WIDTH OR HEIGHT )` 740 740 / �E DIMENSION SHOWN ON THE TABLES. N z SERIES FRAME SERIES FRAME 2)ANY 740SERlES PRODUCT 0d m(� CASEMENT ASTENBLYCASEM ASSEMBLY, (CASEMENT,AWNING OR FIXED s WINDOW WINDOWW �.E TUBE CASEMENT)MAY BE ATTACHED O o`° S / THE FRAME ASSEMBLY TUBE FOR J + p tl ALL WINDOWS,USE THE WINDOWS N Q r 740 SERIES NOA FOR ANCHORAGE,SIZE AND J LL FIXED WINOOtM\._ / DESIGN PRESSURE LIMITATIONS. C 0 Q u o / \ 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THEc o p m co 740 SERIES INSTALLATION SPECS COMBIIINDMD ALLYCOIPLY�TH E TO CASEMENT EXTERIOR %� REQUIREMENTS OF THEIR } O N WINDOW J""� // W/ RESPECTIVENOA. ~ V \ / in � o z 740 SERIES 740 SERIES 4)FRAME ASSEMBLY TUBE TO BE W AWNING CASEMENT FASTENED TOWINWW,ASBHOYJN FOR SINGLE UNITS: WINDOW WINDOW DETAILS,SCRITHEWS. .U#12X SAME � U) Z O METAL3CREWS.USETHESAME U) 1)DETERMINE YOUR WINDOW SIZE MN.#12 X 1°SMS SPACING AND OPPOSITE FRAMEQUANTITY u EIMBBER THE a W THROUGH FRAME C! W AND GLASS. INSTALLATION HOLES FRAME ASSEMBLY /n o Q 2)IWOWINO YOUR ANCHOR TYPE ASSEMBLY TUBE NOTE FRAME ASSEMBLY TUBE MAYEXCEEDOr IN LENGTH(AS USED �� g� �U AND SUBSTRATE,DETERMINE TUBE MIN.#12 X INA-8;T'FLANGED WINDOW)OR 3E ' LL K V YOUR ANCHOR GROUP FROM MIN.#12 X 1.SN4 USED IN TEE OR CROSS TABLE 3,SHEET 4. 740 SERIES TtItOUGH CONFIGURATIONS. P SMS 3)FROM SHEETS 6-9,FIND THE f INSTALLATION OUGH CASEMENT INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS ® i SHEET FOR YOUR GLASS TYPE. a FIND THE PRODUCTS DESIGN HOLES WINDOW HOLES NOT REQUIRED TO BE CUPPED TO PRESSURE FROM THE TABLE 740 EERIE$ FRAME 740 SERIES PINTS TOME TRATE.ALL BE SEALED BY INSTALLER l LABELED'DESIGNPRESSURE CASEMENTWINDOW EXTERIOR ASSEMBLY DEME 740 SERIES zw (PSFJ FOR SINGLE WINDOWS,ALL l j TUBE EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, _ LL ANCHOR GROUPS" EXTERIOR CASEMENT0— ADDITIONAL INSTALLATION ANCHORS �" R o 0 HORIZONTAL SECTION C-C WINDOW MAY NEED TO BE INSTALLED 0 °'o F 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT TIP-TO-TIP.FOR SIZES NOT 10•MAX.FROM EACH SIDE OF THE 0 SHOWN,ROUND UP TO THE NEM FOR EACH WINDOW N A VERTICALLY OR HORIZONTALLY COMBNED ASSEMBLY. VERTICAL SECTION D-0 VERTICAL SECTION E-E FRAME AWEMBLYTL 3E AVAILABLE WIDTH OR HEIGHT ••• • • • • • • Il DIMENSION SHOWN ON THE + CENTERLINE.SEE TABLE BELOW: TABLES. 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AID GLASS M j(EI �E FIGURES.&:THS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. AdOm Amh 2)FROM SHEETS 6.9,FIND THE SHEET FOR YOUR GLASS 0 Sideafthe Tube(FAT) E. •• • • • • ••• • WWOW AnahorTyPe ;• VIGENSF'•.. 6)USING THE TABLE LABELED • • • • • • • • F' Q' WINDOWANCHORS REQUIRED' •• ••• < Width A B,C&0 (TABLE 2,SHEET 4j,DETERMINE 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED �ES/ON PR�SgURE�3F)f�R�INADOYS ATTACHED OAYERTICAL FRAMEASSEM%YTUBE` OR 9ESHIN a �3t: ••' TABLE 2,SHEET PRESSURE(PSF)FOR W7NDOWSATTACHED TOA HORRONTALFRAMEASSEMBLYTUBE! DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS •g� 17'-22.0' 0 0 NO.b6T05 NEEDED IN THE HEAD,ORBILAND 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. ffi 23'-26.0' 0 1 y+t FOR SIZES NOT SHOWN,ROUND UP TO THE NEM:VJJLA%E• DTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. < yy my Atwtror typo •'• ST TE Of . <(/ JAW OF YOUR WINDOW. ��"""' 3 TE .' 1 4)U84NO THE TABLE LABELED'1MNDOWANCHORl;JUlRF4'(TABLE'Wf ET 44L%TERMME THE HI1MNER OF ANCHORS NEEDED IN THE HEAD,SRL AND JAMBS OF a HOW A B,C&D S)INSTALL AS PER THE YOUR WINDOW. •• • ••• • • 17'-22,0, 0 0 �` '•.:c<ORIOP.•'��,` INSTRUCTIONS ON SHEET 2. • • • • •� • • • • • SS 6)INSTALL AS PER THE INSTRUCTIONS ON SHEET'S!3!NOTWTHAT ADDITIONAL AF�CHORS THRO:GHQ' et NDOW FRAME INTO THE SUBSTRATE MAY 8E REQUIRED(SEE S ; i7��jL SHEET 2),AND THAT MIN.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME A EMBLY TUBE(SEE DETAILS ON THIS SHEET). p gg7pg • • • • • • • • • • • •• •• • • • •• •• 009 0 0 0 000 0 0 TABLE 2: TABLE 4• Window Anchors Required Jamb Snubber Locations Window Width(In) Glass Type: Approved acid aidcomCplYlagallktiA uMer 23" 25.15176• 273/4' 30• 33.1/r 35° �' PVB SOP Dale ) Anelmr Group Ancha Group AnchorG" AnahorOmup AnxhorOroup Anchor P ArmhorOroup A 8 C&D A 8 C&D A e C&D A 8 C&D A B C&D A 6 C&D A B C&0 (rYP�1,4&6J (Types 2,3&8-S) rel product - Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �„am None 12'max.from . under23' Heatl/8m 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Ilea Required �m &O.C. 25.15116° Jamb 2 2 2 2 2 2 2 2 2 2 2 2 [P 2 2 2 2 2 2 2 2 2 Pas"M 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 1r max.fronn 12'mex.from Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 o%er 63" each end&30 each end&30 a 383/8' HeMI Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. m ix O.C. 4° Jamb 4 4 4 4 8 4 4 8 4 4 8 4 4 8 4 4 6 4 6 6 4 �I Hca M 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 413 v Jamb 4 6 4 4 6 4 4 8 4 4 8 4 8 6 4 0 6 4 e 8 4 50�� Headlam 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 � 6 Q Jamb 6 6 4 8 0 4 6 8 4 6 8 4 6 8 4 8 a 4 8 8 4 1)USE THIS TABLE FOR z 80• ALL WINDOWS PER TtiE a(j ' Headlat12 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS: Jamb 8 8 6 6 6 8 8 6 0 8 0 8 8 8 6 8 8 6 8 6 DIMENSIONS SHOWN ARE a g or Head/82 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW T(P-TO-TIP.Jamb 8 6 6 a 6 6 8 6 6 10 8 8 10 8 8 10 6 8 10 6X O- HeadlS2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT � IIl Jamb 8 6 8 8 6 a 10 6 6 10 0 6 10 6 8 100 808 SHOWN,ROUNDUPE F 0 76' Headla2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 �NEXT HEIGHT =8 8 8 10 8 8 10 6 8 10 8 8 10 8 DIMENSION SHOWN ON O 0 Hesd/8m 2 2 2 2 2 2 2 2 2 2 3 1 2 2 3 2 1THE TABLE. X O Z Z p Z TABLE& W Min. Min. Anchor X O X X X min. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7H8'ANNEALED SOP L.AhI.OLA$S, Omup Anchor Substrate Eters O.C. Piste Embedment 1t4'MASONRY ANCHORS INTO CONCRETE,+701-80 PSF DP REQUIRED,NO ANCHOR PLATE � Z Distance Distance Required? 114'steel Ultrecon "CHOW Block 1" 8" 1-114" No CASE 0 � � m S.Pine 518" 1° 13/8" No A)FROM TABLE 8,ANCHORS C&D ALLOW A DP OF+70/A0. O� SOS V) `_ $Q A #14,steel SMS(05) 6083-TSAIum. 3/8' 5✓8' 0.050 NO � w or#14,410 SS SMS A35 Seel 316" 518' 0.050 No S)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED p��y� 01 6 V a N U A853 Stud,Gr.33 3/r 518" .035",20 00. No AND DOES NOT REOUIRE THE ANCHOR PLATE. O 0 Q S.Phe 518" I 1" 1316" I No p ,�0� p •�� B 912,steel SMS(05) 6063-T5 Alum. 318" 578' .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED M EACH JAMB. or#12,410 SS SMS A38 Steel 318° 518° .050" No A853 Stud,Or.33 318" 516" .035,20 Co. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. 0 o� 2.85k Concrete 2-112" 4` 1318' ° E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10'►�-�10" '° t/4"steel Uitmcon 2.8%Concrete 1' 4" 1314" No a Hollow Block 2-112' 5" 1-1l4" No F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4' 4° 4°I .�„I 4. z�i 0 C S.Phe 516° 1' 1318" Yes SIDE OF THE AWNING(HEAD&SILL). u U o 0 0 912,steel SMS(05) 6083-75 Alum. 3l8' 1118' Yes or#12,410 SS SMS A38 Steel 3fir 510 .050 es o °'o A653 Stud Or.33 318" 518" .045",18 Ga. Yes "�' / no z. z S.Pine 5/8' 1" I-arr Yes FIXED CASEMENTANCHORS(SEE SEPERATE NOAk '-'1f[_' 014,steel SMS(05) 8083.75 Alum. 318` 518° 1/1(' Yes A)FROM TABLE 8,ANCHORS C&D ALLOW A DP OF+70%83.1. ..1.. or#14,470 SS SMS A38 Steal 318° 518" .050 Yes �••• ••• • • • • • •• 10.0 13.x' ��77` LYNN A853 Stud, c 33 318' 518' .045",18 Da Yea FOR THE JAr FROM TABLE%,ANCHOR*WPE C HAS THE ANCHOR AND SUBSTRATE `� p�1`I 2.9%Concrete 1' 4" 1314" Yes D BRED AIVp OFS*(:r RR"E 11 A NCNO PLATE. �� \��•��;•'........... 114'steel Uitreoon 2.85k Concrete 2-1/2' 4° 1.318" Yes • • • e� qE00 81° Q' D Hogow Block 2-112° 5" 1-114" Yes OJtr�tOM 26,Cyq�1Ct�0AR�REgUIfiEi IN EACH JAMB. \ / * No.58705 Fined Block 2-11r 4° 1314" Yes = ARE REQUIRED IN THE HEAD&SILL 114°410 SS 3.35k Concrete 1' S" 13/4' No D)SIMILARLY,3 ANCHORS _ CreteFlex HWlmv Bloc 2-1/2" 5° 1-1/4' No j -O ,� J$�1 441_ 3.5k Concrete 1-114" 5" 1-314" No •.)DI$TnUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1 1 • 000 • • �0, STATE OF ALU: 5118°steal Uilracon Hollow Block 3-1/8" 5" 1-714" F)PER J.ULES ON T 2,I(tj&ALLLpp7 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4' ORA Filled Block 2-t12" 51 1314" No •91DEO5THE • • NOTES ••• • • 48° A.I.vf1N 1)ANCHOR MUST EXTEIND A MIMIt4UM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. • • • Pj"58705 2)ANCHORS MAY BE HEXHEAD,PANHFAD OR FATHEAD. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 5: a Dolan Pressure("grorSingle Windows,ADAnchor Groups 1)5118"LAMI(1/8AN-.090'PVB-118 AN) FoP1%red-as Campli t$with the Window Width 4)7/8"LAMI.IG:(1/8"AN-7/16"AIR-118°AN-.090°PVB-1/8"AN) Datp V. I *0A,under23• 26.16118• 27.3r4• 30• 33.1/2' 38• 81 3r er r a under 23• +701.90 +701-80 +701-80 +70!•90 +701-90 +701.80 +701.90 By 25.18/18• +701.80 +70!-90 +7W.W +701-90 +701.90 +701.90 +701.90 T f 3"W +70180 +701.80 +701.90 +701.90 +701-90 +701.90 +70750 WWDOW 48' +701-90 +70140 +70140 +70/50 +7940 +70140 +701-91 HEIGHT 60518' +70140 +70150 +70/40 +70140 +70150 +7W.90 +70149.2 y • 60' +70140 +70140 +701-80 +70%0.6 +701.80.8 +701-77.7 +70174.3 83' +70!40 +70140 +70140 +70/•84,3 +70/78.b +70673.7 +70170.1 W10WIN� 72' +701-90 +701-87.2 +79-77.7 +601-71.6 +801-624 +�/-60.9 +1-68.3 78' +70750 +701.84.8 +701-78.7 +147.3 41-58,9 +1-67.2 +1-55.6 SEWNOOW�HOR a 84• +701-90 +70140.4 +70f-71.3 +60%82.1 +/-64.2 LOCATIONS AND QUANTITIES. (n (Q] a z � J � 04 TABLE 8: LL ' C Design Pressure(psl)for Windows Attached to a Vertical Frame AssenrN7 Tube O 0 ¢ 0 m Window Width rj,J under23' 25.15118° 27-314' 3D" 3331Ir 35' 3r (L Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group (n A B C D A B C&D B A,C&D B qC&D A B C&D B A,r0_ B A,C&D 0 Az order 23' +701-90 +701-90 +74-90 +70140 +701-90 +70'-90 +70140 +701-90 +70'-90 +701.98 +701.90 +701-90 +70140 +701-90 +701-90 +70L90 +70'•10 +701 D CI Z 25-15118' +70f-90 +701.90 +7940 +701-90 +70690 +70'-90 +70150 +79.90 +7940 +701.90 +701-90 +701.90 +79.90 +70140 +701-90 +701-90 *70150 +701.90 (n Z_ 38318" +70/.80 +701.71-8 +79.90 +7950 +701-81 +70'-90 +701-90 +701-80 +70'.90 +701.80 +701.9D +701.90 +701-90 +701.90 +701-90 +701-90 +7dS0 +701.90 W 3: 46' +79-73.1 +1573 +79-90 +79-90 +/-"a +79-90 +70680 +701.90 +79.90 +7947.8 +79.90 +79-90 +701-78.8 +79-90 +701-904+701-73,7 +79.88.9 +79-W X 50518' +1-89.3 +144.3 +79-90 +701-90 +/.81.4 +79-90 +79.90 +701 +79-% +79.83.2 +79-90 +79.90 +701.74.6 +701.90 +701.88.2 +79-84.3 +79-99.2 i- Z 0 LU 60" +/-56.5 +1.4&8 +701.84.7 +707.90 +151.8 +79-81.2 +79-90 +79-75.9 +794D +701-70.2 +79-88.6 +79-80.3 +1.929 +79.90.8 +701.75.2 +79-71.2 +79-74.3 0 Z m 63° +155.7 H•136 +79.80.7 +79-89.5 +/-49.3 +79-77,3 +70!•90 +79.723 +79-� +/-88.9 +79.84.3 +701.78.6 +1588 +701.78.5 +701-71.8 +x•87.8 +79-70.1 (n LU 8S Q _ �$$W Q \U FASSEMBLY a o` '� "❑ 0 10'MAX. -i-i f"�'-' TUBE TABLE 7: T T N N Design Pressure(pso ter Windows Attached to a Horizontal Frame Assembly Tuba WINDOW ® N N Vk dmv VWdih FRAME w B under 28 2b•1&'16' 27-314' 30' 33.1/2' 35' 3P HEIGHT ASgF LY '� =�m. Anchor Andar Anchor Anchor 1 TUBE WINDOW ADDITIONAL Group Group Group amp Anchor Group Anotror Group Anrohor Group ++ -.-I WIDTH I+- ANCHOR Ali Ali All All S A,C&D A B C&D A 8 C&D 10'MAt(. (4),IF REO- o Z z m +7940 +7940 +7950 +7940 +79.82.1 +79,90 +70140 +79-78.6 +701.80 +70/5D +79-74.3 +7940 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR o Cj +70/40 +70!40 +7940 +7940 +79.90 +7950 +7948.8 +70!50 +701-90 +79.84 +79.90 +79-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 71111 1 1 I //// HORS +7940 +70150 +79-90 +7940 +701. +70PW +70140 + 4p 79• +7 •+7(!}90 ••7950 (41,ff RFA 3 FOR ANY FOR THE FRAL AME ASSEMBLY `� • REQUIRED FOR THE Ff7AAdE ASSEMBLY `� O�.•••...••..�( /i +7940 +7W-90 +7940 +70150 +701.90 +7940 +7950 0+70140 •7940• +W.% •+ 9D +7940 WINDOW TUBE : '��;•V%G£ I 4f NSF +7940 +7940 +79.90 +701.90 +7940 +7940 +7940 + 40 9 + 4* •+00.2 +7949.2 WIDTH +7940 +7950 +701-90 +7948.6 +70140.6 +7940.6 +701-77.7 •H0/-77.) iP977i + X4. N0.�7�SEE SHEETS 1&4 FOR WINDOW ANCHOR+79.90 +7940 +79.90 4701.84.3 +79-76.6 +701-76.5 +7M-73.7 +79-73.7 +70l-73.7 +70!70.1 +79-70.1 +79-70.1 LOCATIONS AND QUANTITIES.SEE SHEET +7940 +79.87.2 +79-77.7 +701-71.5 +801.824 +69.82.4 +601-80.9 +89.80.8 +80140.9 +/-88.3 +/-68.3 +/-89.3 3FORANYADDITIONALANCHORS I i3 ;:REQUIRED FOR THE FRAME ASSEMBLY �� ••- +70140 +79.84.8 +79-75.7 +!-fi7.3 +/-68.8 +/.58.8 +J-67.2 +l-7 2 +1572 +/-68.6 +f-58.8 +155.8 1 G STATE OF 'Al • TUBE. i.P '. F P•' �� 1O 84' +79.90 +7940.4 +79.71.3 +8014821 +/•64.2 +/54.2 • • i , COR G • • • / , �� • • • • JJrrnlurr NOTES: • •• • • • • • • • 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • • • A LYNN 66705UEK P.E. 2 SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.fl89708 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • TABLE 8: FOR GLASS TYPES: approve)t+R complyWg with Ilte Design Pressure(PQ for Single wtrltlows,A8 Anchor Groups 2)7/16'LAMI(3/16 AN-.090-SGP-3(16 AN) IrlPd-P-d- WINDOW D Window WNih ; under 23' 28.18118° 273/4• 30• 331/2 SY 37' under 23' +901-130 +90!•130 +901-130 +901-130 +901-130 +fiW-130 +801-130 by WINDOW GHT 2tr16)78" +901-130 +801.130 +901-130 +90(-ice +901-139 +90F130 +90/-130 HEIGHT363/8° +90/-130 +901-130 +90%130 +80/•130 +901-130 +W-130 +w-1346' +90)•130 +901-130 +801-130 +001-130 +9D/-130 +901.130 +901-13C 60518' +80%130 +901.130 +901-130 +801.130 +901-130 +9W-130 +901-13D �•.-- TH 60' +80%130 +901_130 +901-130 +981.130 +901-130 +9p1-130 +901-1300 83' +90/•130 +891-130 +801.130 +801-130 +901-130 +90V--130 i -128.8 SEE SHEETS 1&4 FOR7Y +901-130 +901--130 *807.130 *801-130 +901.129.1 +901.122.5 •13.8 SOWANCHORLOCATIONS AND QUANTITIES. Uj76' +90l-130 +901-1� +9W-130 +801-130 +99/_124.1 +94'-118.7 -107.8 a 84' +901-130 +901-130 +W-130 +901-130 +901-116.4 z � TABLE 9: t G LI Desip Pressure(psO for Windows Allached to a Vertical Frarr a Assembly Tube G Q LL WhhdowWidhm d ands 23" 2615118' 27.3!4° 30" 331)2" 35° 37° � �O a Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group W N A B C D A B C&O S AC&D A B C8D A B C&D B AC&D A 8 C&D 0 � under 23° +701-90 +701.90 +701.90 +70190 +701.90 ♦701.90 +701-90 +701-90 +74.90 +70190 +701-90 +701.90 +7W-90 +701.90 +701.90 +701-� +70/-9D +701-90 +701.90 +711-90 = Q Z 2&i5f16' +701-90 +701-90 +701.90 +701.9D +701.90 +701.90 +70/.90 +701-90 +70+.90 +701-90 +701.90 +701-90 +M-90 +70f-90 +70'-90 +701.90 +701-90 +701-90 +70690 +701-90 vi Z_ 383/6" +701.90 +701-71.8 +701-90 +701.90 +701.81 +701.90 +701.90 +70/-90 +70!-90 +701.90 +70'SD +701.90 +70'-90 +701.90 +70'-90 +701.90 +701-90 +701-90 +701.90 +70130 S2 LLI 48" +701-731 +1-57.3 +701-90 +701.90 +1-04.8 +701-90 +70!•90 +701.90 +701-90 +70!490 +701-67.8 +701.90 +70f-90 +701.90 +70!•90 +701-90 +701.90 +701-90 +701-08.9 +701.99W 5D--SW +1-89.3 +/54.3 +701.90 +701.9D +1.61.4 470/-9D +701-90 +701-90 +70-90 +701-90 +701.83.2 +701.90 +70'90 +701-90 +70'-9D +701.89.2 +701.90 +701-9D +7W-84.3 +70690 (n (L Co. +/-58.5 +1-05.8 +701-847 +701-9D +151.8 +70'-12 +701.90 +71y-75.9 +70'-90 +701.89.8 +701-70.2 +70/•90 +701$0.3 +7 •78.8 ♦701.90 +701.76.2 a7p1.90 +701-90 +701-71.2 +701-� Q Z g f� 83° +/-56.7 +1-03.8 +701.80.7 +701.89.5 +/49.3 +701-77.3 +7(190 +701-72.3 +70'•90 +TOR-85.3 +/-W.9 +701-90 +701.78.5 +701.74.9 ♦70+.90 +70671.8 +70!•90 +701-065 +1-6.8 +70f-90 ort (n h`o W Q FRAME 10'MAX. A9SF_MBLY TABLE 10: �� N m d Design Pressure W for Windows Attached to a Horizontal Frame Assembly Tube --1-'" ® a m N e - Window wid1, (WINDOW FRAME HEIGHTWW under 23" 25-15116' 27-314' 30' 33-112' 35' 3T' HEIGHT ASSEMBLY o x TUBE =v Anchor Anchor Anchor Anchor Anchor Anchor Anchor Group Anchor Group WINDpW ADDITIONAL z o m 0 Group Group Group Group Group Group 10'MAX yV0)TH ANCHOR a 9 A9 An All AI B AC&D A B C&D A B C&D (4),IFREM nZ z +701-90 0 under 23• +701-90 +707-90 +701-90 +70190 +701.821 +7W90 +701.90 +701.78.b +70190 +701.90 +707-74.3 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR o 2615116" +70'•90 +701•90 +701-9) +701-90 +701.90 +701.90 +701.88.8 +70!-90 +701-90 +701.84 +70190 +701.90 (41 IIF�REIM LOCATIONS AND QUANTITIES.SEE SHEET 38.3!8" +701-90 a701.gp +701-9D +701-90 +701.90 +70t•90 +74.90 +7 1-9D +7 90 + +)S1.90 0+701.90 3 FOR ANY ADDITIONAL ANCHORS �� •(LYNN REQUIRED FOR THE FRAME ASSEMBLY �` SON••........ 40" +79.90 +701.90 +70/-90 +70130 +701.90 +70f.90 +701-90 +701.90 M701.911 0701 + 1. +701.90 I WINDOW TUBE. ]�C 50-5/g' +70'-90 +701-90 +701.90 +701-80 +701.90 +701-90 +76'-90 +�-9g +7 -� >•701� 4701-80 +701-� WIDTH Or +7W-9D +701-90 +701-90 +701.90 +70/-90 +701-90 +701.90 670/-9b 90•+701. • +7y + /- +701.90 SEE SHEETS &4 FOR WINDOW ANCHOR Z*: No.58705 LOCATIONS AND QUANTITIES.SEE SHEET 83' *701-90 +701-9D +70190 +701.90 +701.90 +701.90 +701-90 +701.90 +701.90 +701-90 +701-90 +701-90 - - $ 3 FOR ANY ADDITIONAL ANCHORS - -. 77 +701-00 +701-90 +701.90 +701-90 +701.90 +701-N a7W-90 +701.90 +701.90 +701.90 +7W-90 +701.90 REQUIRED FOR THE FRAME ASSEMBLY `-0 $/3 tY- ,1� 78° +7W-90 +701-9g +701-9D +701-90 +701.90 +7W90 +7W +0 +701- +701-90 +701.90 +7W-90 TUBE. %�Q•'•, STATE OF I[/� g4° +701-90 +701-90, +70190 +TW-90 +70190 +701-90 1 • 1 • • • • ��`� '•..COR10P.•'G\?\ • • • ••• • • / SS ®i i• • i i i • • • i i i '��7/10NAL 1)SEEBSHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • • • -LYNN P.E. E 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • ••• I • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 • • FOR GLASS TYPES: TABLE 11: Design Pressure(pso for$Ingle Windows,All Anchor Groups 3)7/16°LAMI(3/16 HS-.090°SGP-3116 HS) Approved ascot piftwithuw IrlorWa Nino ode Wmaaw vmlh 7)7/8"LAMI.IG:(3/16"AN-1/4°AIR-3/16"HS-.090"SGP-3/16"HS) Date ) mder2r 26t&18" 27314" 30" 33-IM 35" 3r 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3116"HS-.090°SGP-3/16"HS) ad ee Prodael " under 2r +g0-130 +00%130 +�/-730 +801-730 +001-130 +80f--130 +801-130 . 254&18" +001-130 +W-130 +901-130 +101-130 +901-130 +11-130 +90/•139 SO-Wr +90-130 +g0/-130 +80%130 +OW-130 +901-130 +8&•130 +901.130 { WINDOW 46' +90-t30 +8&-130 +9p/-130 +t�/-130 +807.190 +801•130 +9&-130 HEIGHT • 60548" +9&-130 +9&-130 +9&-130 +8&•130 +901-139 +901-130 +801.130 1 80" +9&•130 +9&•130 +80-130 +901-130 +901-130 +9&-130 +901.130 83" +901.130 +90-130 +90/-130 +001.130 +901-130 +901-130 +9&•130 ._._.,I WINDOW I.,,� ,J 72" +901-130 +80.130 +901-130 +8&•130 +901.130 +101-130 +8&•130 WIDTH 76" +901-130 +80-130 +9N-130 +x.130 +801-1D +901-130 +90r-130 SEE SHEETS 1&4 FOR UJI (.�. 64- +101-130 +90%130 +90/-130 +W-130 +901.130 WIN001NANCHOR z•Q LOCATIONS AND QUANTITIES. •°. TABLE 12: n O Design Pressure 4*0 for Windows Attached to a Vertical Frame Assembly Tube 0 Q LL H] WindowWldh ° W r" under 23" 25.15118" 27.314" 30" 33.1!2° 35" 37' rl Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Groule W A B C D A B C&D B A,C&0 A B C&D A B C&D B A,C&D A B CSD O ••� under 2r +70.90 +701.90 +70-90 +70.90 +70-90 +791-9p +70-80 +70-90 +701-90 +7&-90 +701.90 +70-90 +701-90 +70.90 +70'-90 +70.1 +7&-90 +70f-90 +70.90 +70.90 = 0 Z p� 261&16" +70.90 +70-90 +70-90 +70-90 +70-OD +70-90 N0-90 +70140 +70.90 +701-90 +701-80 +701.90 +70'-g0 «7050 +7&`•9D +701-90 +70.90 +701-90 +70.90 +701-90 38-318" +70.90 «701-71.6 +70-90 +70-90 +701-81 +7050 +70.90 +701-90 +70-90 +70-90 +70150 +70-90 +T(a +70-M +70150 +70.90 +701-90 +70-90 +70.96 +7050 LLJ 48" +70.731 +157.3 +701.90 +70.90 +1.64.8 +70.90 +70-90 +701.90 +70150 +70.90 +70-87.8 +70.90 +70'50 +70-90 +7(056 +70-90 +70.90 +70-90 +70-&9A+701-9050518" +1-89.3 +1.54.3 +7050 +70-90 +/$1.4 +70-90 +70-90 r70-90 +70140 +70.90 +70.83.2 +70.90 +70`-90 +701-90 +701-9D +70-89.2 +70-0 +701-0 +70.64.3 0. W60" *l-58.5 +1-45.8 +70-4.7 +70-90 +151.8 +701-81.2 +701-90 +70'•76.9 r7d-90 +70.89.8 +T0-TGs +7040 +701.80.3 +T0-78.6 +70'40 +70-T&2 +70-90 +70->� +701-71.2 Z63" r/.55.7 +l-43.8 +70.80.7 +7d-89.5 +/.49.3 +70.77.3 +70140 t70'-723 +70-90 +70.85.3 +/-86.9 +70.90 *70-78.5 +Tot-74.9 +70'•90 +70-7L6 +7(11.90 +70-&5 +1-7.6 �• O 4� W g U w LU uQ FRAME U 10"MAX ASSEMBLY TABLE 13: TUBE Design Pressure(pal)for Windows Attached to a Horizontal Frame Assembly Tube ® N N WINDOW n B Windox Width WINDOW FRAME HEIGHT o under2r 25-16/t8" 2T-3/4- 30" 33.10 35" 37" HEIGHT ASSEMBLY z x fi a Anchor Anchor Anchor Anchor Anchor Anchor TUBE u z Anchor Group Anchor Group WINDOW ADDITIONAL � 6 0 0 Group Group Group Group Group Group 10"MAX WmTH ANCHOR o n:o All A9 All All B A,C 8 D A B C&D A B C&D (4),IF REO. n z z under23- +70`-90 +7(Y-90 +74-90 +70150 +70/V.1 +70`-90 +7D`-9D +70-78.5 +711M +70-90 +70-74.3 +70-90 �Tro�• SEE SHEETS 1&4 FOR' AHCHOR 26-t&18" +7dS0 *7d-90 +74.80 +79V-90 +70'•99 +701-90 +70-&8 + - +70-90 +70-84 *70-90 *70-90 (ANCHOR IF LOCATIONS AND QUANTITIES.SEE SHEET \11111 I /r ' 3 FOR ANY ADDITIONAL ANCHORS �� LYNN i 38-318" +7W-W +701-90 +70'50 +70-90 +701-W +7030 +70.90 +70-90 +7pJ-9� •+ -90 70- +70.80 REQUIRED FOR THE FRAME ASSEMBLY � ON.........�f/�(�, 8 48" +71Y30 +70'-90 +70'•90 +7N30 +7d-8D +TW30 +70'-90 +791-90 + •+76730• 070rr8D +701-90 I INDOWITUBE. `�a'�,,.•'�\OENSF '•..Q i x 50•&8° +7Q-D +701.90 +70'-90 +70-90 +70-90 +70'110 +70-90 00.90 + - •+ -9D 70 +70-90 Yl R yt g 90" +7030 +74-90 +70-90 +7030 +70-� +7030 *70`•90 +70 +701 1101-90• 170i9P +70-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR *1• No.58705 or +7030 +7030 +7030 +70-90 +70.90 +70.90 +701-90 +70/-W +701-90 +7&-90 +70/-9D +79/-g0 LOCATIONS AND ADDITQUANIONAL NCHTIES.SEE SHEET _ 72" *70-90 +7(Y30 +74-90 +70'•90 +70-90 +74.90 +74.90 +70-90 +70-90 +701-80 +70-9D +70/_90 3FORANYAD01170NALANCHORS f� REQUIRED FOR THE FRAME ASSEMBLY 3t,�/ ((/^ 76" +70'50 +70`50 +70'•90 +70`•90 +7030 +7430 +70/30 •TO/�0 +7lygp •* 30 +70-90 +70/-90 TUBE. :��••., STATE OF 84" +70-90 *70-90 +7050 +70-90 +7030 +70-90 •• • • • • • • • • • • ��iss/ NAL�\�`\ • •• • • • • • • • 1)SEEE SHEET 4 FOR ADDrrIONAL SAMPLE CONFIGURATIONS. ••• • • • • • A.LYtA16hP.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E&69M 706 Goo 0 • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I TABLE 14: FOR GLASS TYPES: a oealgn pressure(psfl for sirrete Windows,A9 Amnon Droops 5)7/8"LAMI.IG:(118"T-7/16"AIR-1/8"AN-.090"PVB-118"AN) 4PP1=4 as cow,plylva milh 1hP Ffuridrr t-,1dlr4i alt Window Width Dasa r: tYua`a under 23r 26.16118' 27314' 1 30' 33112' 36' 3T MI@`"ilk D¢¢ q oil under23' +701.90 +701.90 +701.90 +70!•90 +701.90 +701-90 +701.90 WINDOW 25.16 28.16118' +701-90 +70190 +70!•90 +10F90 +709-90 +701-20 +70%90 HEIGHT �^ 38-W +701-90 +70/90 +70!-90 +70/90 +70190 +701-90 +701-90 48' +701.90 +70490 +70/-90 +701-00 +701-80 +701.90 +701-90 60.018' +M.90 +70140 +70190 +70/.90 +701.90 +701.80 +70490 4WINDOW I_ z MOTH80' +70190 +70490 +70190 +701.90 +701.90 +70/•88.8 +70184.8 63' +701.90 +701.90 +701.90 +70140 +70/-87.2 +701.84 +701-79.9 SEE SHEETS 1&4 FOR 72' +70190 +70490 +701.88.6 +701.81.6 +601.70 + 89,4 + 187.6 WINDOW ANCHOR p LOCATIONS AND QUANTITIES. 76' *70190 +701.90 +70-888.3 +701-76.7 +80487.2 +W.0.2 +601-63.3 (L 84° 1 +701.90 +70190 +701.81.3 +801.70 +80181.8 z � TABLE 15: NNQ N Design Pressure(psQ for Windows Attached to s Yerfioal Frame Assembly Tube WbdowWidth O IQ- u Q M urder23' 26.16118' 27-314' 30' 33.1!2' 36' 3T 8 O W (yJ 00 Anchor Group AmhorGmup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group " CL A__T B C D A B I C&D B I A,C&D A B C&0 A B C&D 0 A,C&D 8 A,C&D 0) 3. under23' +70190 +70140 +701-90 +701-90 +70490 +70490 +70490 +70140 +70/40 +701.0 +70490 +701.90 +70140 +701.90 +70190 +70/90 +701.90 +70190 +70190 O �- 2&16118' +70190 +701.90 +701-90 +7040 +70190 +70/.90 +701-90 +701-90 +701.80 +704.90 +701-90 +701-90 +701-90 +701-90 +7fX-90 +70490 +70190 +70/-90 +M-w = 0 z 311-W +70490 +701.71.6 +70140 +701-00 +701-81 +70190 +70%90 +70190 +M.80 +701.90 +70190 +701.90 +701-W +701.80 +701.90 +701-0 +701-90 +70!90 +701-M (n W +701-73.1 +487.3 +701-90 +70f.00- +1•84.8 +701.90 +701.90 +701.90 +701-90 +70490 +701$7.8 +701.90 +70490 +70178.8 +70190 +70150 +70190 +70148.9 +701-90 W 80.818' +/-89.3 +1.64.3 +70140 +70/90 +/-61.4 +70140 +701.90 +70/40 +701.00 +70140 +701-83.2 +701.90 +70140 +70174.6 +70/90 +701-89.2 +70140 +701-84.3 +701.90 O 80' +/-68.6 +145.6 +701.84.7 +701-90 +141.8 +701-81.2 +701-90 +70176.9 +70l-90 +70/.98.6 +70/-70.2 +701.90 +701.80.3 +182.9 +70140 +70176.2 +70/-0&8 +70171.2 +70/44.8 > 0., z 63' +!•86.7 +1-03.8 +70/80.7 +70146.8 +/-49.3 +70/-77.3 +70490 +70/M.3 +70f-90 +70!86.3 +788.8 +701-80 +7pt-76.6 +149.0 +70/47.2 *70171.8 +70184 +487.8 +701-79.8 �0 z LU 2 !�• & §us C7 Q FRAME I LU a�a \U 10'MAX AQ�_ .- under SEM6LY 6ETABLE 16WWDOW �� roDesWn Pressure(psi)br Windows Attached to a Horizontal Frame Assembly Tube HEIGHT ® o rnr NW WimbwWWihunder23' 28-16178' 27314' 30` 33.112' 36' 3T HEIGHT assEMBLyFRAME W+MD�TttNAL NCHmORAnchor Anchor Anchor Anchor Tt18EGroup Group Group Group AmhorGrotr AmhorCiroup an¢horOror� (a),fFREa0 0 SEE SHEETS 1&4 FOR WINDOW ANCHOR •'a:0A8 A0 All All B A,C&D A B C&D A B C&D 10'MAC LOCATIONS AND QUANTITIES.SEE SHEET zr z 27 +701.90 +70190 +70190 +70180 +701.82.1 +701-90 +70490 +701-76.6 +701.90 +70180 +707.74.3 +70190 3 FOR ANY ADDITIONAL ANCHORS 26.18116' +70140 +701.90 +70140 +701.90 +701.90 +701.90 +70!•88.8 +70140 +70490 +701.84 +701.90 +70190 � ANCH R REQUIREOFOR THE FRAME ASSEMBLY ``T 1IIiI1j1j1' 35WV +70190 +70/40 +701.90 +70140 +70140 +701-90 +701.90 1 +70ft0 +7x140 +-*/40 4 •*7W90 (4),IFRED. TUBE. 48° +70190 +70190 +701-9D +70190 +70190 +70%90 +7g/-90 +70140 •+7 -$� 0/ + f +70190 '�,.•�OENSF '•.•Q 80.8/8' +70140 +70140 +701.90 +70490 +70/90 +701-90 +70190 70180 0+7001• W0140 O-W-90 q WINDOW� ��.''' .•.� 60' +70190 +70190 +70490 +704 0190 +701-g0 +701-90 +78&8 674114WX701-g�� + .0 + 84 8 4701.04.6 _ No.58705 SEE SHEETS 1&4 FOR WINDOW ANCHOR _ _ g 83' 010480 +701-M +70190 +70/•90 +701.87.2 +70/-67.2 +701.84 +70184 +70/84 +701.78.9 +761-7&8 +701.79.9 LOCATIONS AND QUANTITIES.SEE SHEET it 7Y +70190 +701.90 +701488 +70181.6 +801 70 +891-70 +80/89.4 +80189.4 +80189.4 +60147.8 +80187.6 +80187.8 3 FOR ANY ADDITIONAL ANCHORS ^'b.•., 3 E 8 i 3 111� 76' +701.90 +701.90 +701-W3 +701-7&7 +80187.2 +80147.2 +80186.2 +801862 +60148.2 +80183.3 +8018&3 +80/43.3 REQUIRED FOR THE FRAME ASSEMBLY I ST TE OF 84' +70140 +70190 +70141.3 +60170 +60181.8 +80181.8 • • • TUBE. ��'��:'•.FCORIOP•'�0 •• • • • • • • • • • • NOTES: • •• • • • • 1)SEE SHEET 4 FORADORIONAL SAMPLE CONFIGURATIONS. ••• • • • ••i A LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.Eb146705 • • • • • • • • • • • •• •• • • • •• •• TABLE 17: FOR GLASS TYPES: Design Pressure 09Q Jar Single Wtrzlmve,AO Anchor Groups6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SGP-3116"AN) 4PPIVW4-to compbjelt Mlbk,, ahO e Window'Width 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SGP-3/16"AN) Fl-rid.BC FA. ° M under 23• 28.18/18' 27.314' 30' 33.1/2' 35' 37' ml D de Produe Cgglro under 23' +M-130 +90/-130 +90%130 +9W-130 +90/•130 +901-130 +g0/-130 -7- By ^� 28.18118' +9W-130 +9W-130 +901-130 +901430 +901.130 +90/130 +901.130 } 383/0' +9W-130 +801-130 +9W-in +801-130 +801-130 +90/130 +9W-130 W84DOW 48' +9W-1311 +801-130 +8W-130 +9W-130 +9W-130 +M-130 +001-130 HEIGHT I, 50.8/8' +90/-130 +801-130 +90/-130 +8W-130 +9D/-130 +01.130 +901430 • 60` +90/-130 +801-030 +901-130 +80'/-130 +90/130 +8W-130 +0'W-130 f 333 83' t901-130 +gp/130 +90/-130 +801-1301 +901-130 1 +901.130 +901-130 72• +80/130 +901430 +80%130 +0/-130 +901-130 +9W-118.7 WIDTHp SEE SHEETS I&4 FOR 78• +BW-130 +II-130 +80/-130 +x/-130 +801-126.2 +"/-11&7 +901.109.8 )J.1 64' +9W-130 +901-130 +901-130 +901-130 +901-11&4 WINDOWANCHOR X V LOCATIONS AND QUANTITIES. s Uig TABLE I& r �- O Design Pressure Olaf)for Wlnftvs Atlachod to a Vertical Frame Assembly Tube 0 J U- LL m WindowWld!h "c6 Q a under 23' 2615116" 27314" 30' 33112' 35` 37' 4 O LI 0 O) Anchor Group Anchor Group Anchor Group Anchor Group Anchor Groin Anchor Group Anchor Group fn A B C D A 1 B C&D B A,C&D A B C&O A B C&D B A,C&D A B C&D W O 8 under 23• +701.90 +701.90 +701.90 +701-90, +7W40 +701-90 +701.90 +701-00 +701.00 +70f-90 +7D'-90 +701-90 +7d-90 +701.90 +701-90 +701.90 +701.9D +701-80 +701-90 +701-90 _ 0 261511W +701-90 +7W-9D +701-90 +701x11 +70140 +701-91) +701-20 +701-90 +701.90 +701-90 +701-0 +701.90 +70'-90 +701-90 +701.90 +701-90 +701-90 +701.90 +701.90 +701-90 Z_ 38318' +701-90 +701-71.6 +701-90 +701-90 +M-81 +701.90 +701.90 +701-90 +70190 +701-9D +79-90 +701-90 +700-90 +701-90 +701-90 +701.10 +701.9D +701-90 +701.90 +701-90 (W/� 46' +701-73.1 +1.57.3 +701.90 +701.90 +184.8 +701-90 +701-90 +701.90 +70190 +701.90 +701.87.8 +701.90 +7W-90 +701.90 +701-90 +70190 +701-00 +701.90 +70.8&9 +701-90 605/8' +149.3 +/-54.3 +701.90 +701.90 +1•61.4 +701-90 +701-9D +701.90 +70-90 +7W90 +70183.2 +701.90 +70-90 +70.90 +70-90 +701.89.2 +701-90 +701.90 +70.84.3 +701-90 Q, Z gyp} 80" +1.68.5 +/.q5.8 +TOf-84.7 +70!90 +151.8 +70.81.2 +701.0 +701-75.9 +70.0 +701-89.6 +701.70.2 +701-96 +701-1{0.3 +701-78.8 +70911 +701.75.2 +701-90 +7W-� +70-712 +701-90 O Z t� 63` +155.7 +/-433.8 +701.80.7 +7089.5 +149.3 +70.77.3 +701-90 +70-723 +70-90 +7W-85.3 +188.9 +701-90 +701 78.5 +701.74.9 +7090 +707-71.8 1 +701-90 +70-S&5 +1.87.8 +701-90 �5. O `(� Lu \U FRAME 10'MAX ASSEMBLY TUBE TABLE 19: a Design Pressure(paq for WndaWo Attached to a HodzmWl Fmme Assembly Tutee WINDOW n e Window Width HEIGHT W94DOl4 FRAME �Afi' 26-15718' 27.3!4' 30' 33.9!2' 3S 37' FiElOtii ASSEMBLY =��vi a Anchor Anchor Anchor Anchor Anchor WINDOW ADDRIONAL ��?Sy d 0 0 Group Group Group Group Group Anchor Group Amhor Group � TUBE WIDTH (45 ANCHOR n Z a z rc AS AS AD 8 A,C&D AB C&D A B C&D 10'MAX. under 23" +70190 +70190 +701.90 +70190 +701821 +701.90 +70140 +70-78.6 +70190 +701-90 +701-74.3 +70.90 � ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 26••10118' +701.90 +701-90 +701.90 +70190 +701.90 +701-90 +7088.13 + 1 + OgO/$4• •701.96• +70-80 (4),IF REO. 3 FOR ANY ADDITIONAL ANCHORS `�� LYNN REQUIRED FOR THE FRAME ASSEMBLY �� pN•,......,,.1C� / 38.3+6' +70140 +701.0 +70/40 +70140 +701.90 +70.90 +70190 +70/90 +701 •+7 90 701- +70.90 `T F i 4W +70140 +70140 +701-90 +701-90 +70140 +70140 +70140 0140 + •+70190• •7W4U +70140 t WINDOW L-- WIDTH TUBE. `��'�•;•'�tCENS�c•'•;•Q*i 50518^ +701-90 +70140 +701-90 +701-90 +70.90 +70-9) +701-9000+701-Iia• +70.49P y� 40• 701 +701.90 �'1 WIDTH 4 ;' •. 87 +70140 +701-80 +701.90 +701.90 +701.911 +701.90 +70140 +701-90 +701.90 +701.90 +70140 +70-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR No.58705 j LOCATIONS AND QUANTITIES.SEE SHEET t - 83• +70!90 +701.90 NW-8D +70.80 +70.90 +70.80 +70140 +70140 +701-96 +70.90 t7W-90 +70-90 3 FOR ANY ADDITIONAL ANCHORS ` 72' +70/-90 +70.90 +701-80 +701.90 +70-90 +701.90 +701. +70/� +70140 +70140 +70-90 REQUIRED FOR THE FRAME ASSEMBLY •'t 3 1'�13 -� 78' +70-90 +701411 +70140 +701.90 +70140 +70911 +72• +7&/90 +jW.9Q 4711-90 +701.90 +0.90 TUBE, STATE OF •:��/ 84' +701-90 +70140 +70140 +701.90 +70-90 +701-90 • s • ••• • s �i�'��S••F(O..*' •'�(j\�� • •• • • • • • • • / /S10NAU NOTES: SEES SHEET 4 FORADDHIONAL SAMPLE CONFIGURATIONS. ••• • • • • • A LYNt4AgLLER•P.E 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E./68706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r TABLE 20: Item Dwg.# Description Material1.124• ASSEMBLY DETAILS Awl � ---1 1 7002 Main Frame Head,Sill&Jamb SOW-TB Alum. NOM. 434" 2 7071 Anchor Plate t�T8 Alum ALL DETAILS SHOWN FROM THE INTERIOR 2.919• 126" 3 7003 Sash To Bottom&Side Rail 6083-T8 Alum. 4 7008 Frame Corner Ke Steel .43ir 2701• 3 NOAL 5 7009 Sash tamer Ke Steel .0w6 7078 Frame Gasket Vinyl Foam 1.189" 7 7072 Sash Corner Gasket Vinyl Foam �. 2.784' 2'139• 8 7070 Bulb Weathers .187"x.275" Flax PVC 70 ;.0w 10 7024 Maxim Multi-Point Lock Steel SASH 1 FRAME HEAD, 3 SASH TOP, 71 FRAME 11 7026 Lack Support Plate Steel a SILL&JAMB O BOTTOM&SIDE ASSEMBLY TUBE 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER CORNERS #7002,6083-TB #7003,6063-T8 #7004,8063-T8 13 7013 Tin Bar Guide Nylon TABLE 3,SHEET 2 1 14 7015 Tie BarAssembly Steel or SS ..----��II 1 356, 15 7028 Maxim drater,WSteel I .040, 141400' 2.203• 16 7027 Maxim Dual Arm Operator, W WW>W>24" Steel 17 7030 0 eratorGasket Vinyl Foam 7 � , 18 7031 operator Backing Plate Steel I I —II 19 7051 0 eratorSpaceralock Nylon A93• 3 FIXED •�' 20 7032 Stud Bracket Steel 21 7033 operator Track&Slider Dual Arm steel2 ANCHOR PLATE 60 SCREEN FRAME ADD, 70 FLANGE #7071,6063 TB #7008,8063 T6 #134,8083 T$ 22 7023 Egress Hinge(HeavyDuty),Manuf.b Truth Steal 23 7050 ]Egress Hinge/Washable(1-11)),Manuf.by Truth Sled 6 24 Dubber,Spacer Clip Steel 31 Dura Seal S cer 8tee1 823• 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM Aw 441 33 1714 Setting Block 5/32"x716Fx1-1/4" EPDM 85 3S 7036 Lam[Bead 8 0083-T6 Alum It 36 7042 Lams Bead C 6063-T6 Alum 37 7059 Lams Bead D 6063.78 Alum 1 38 1224 Vinyl Bulb Ws Thick Flax PVC 70 BEAD B 3� BEAD C 39 1225 Vinyl Bulb Ws Thin Flex PVC 70 #7038,8063-T6 #7042,6063-T6 50 Dow 899Si0congackbedding INTERIOR 60 7006 Screen Frame 3105-1-114 Alum 61 7040 Screen Comer Key Polypropolene 0 172' 62 Screen Cloth Fiberglass 4 �j, 63 1635 Screens line EM.PVC g70� 056• 64 320 Sween Spring Stalniese Steel 70 134 Add-on Ftan a 6063-T6 Alum FRAME 71 7004 Frame Assy Tube 6001-T6 Alum. BEAD D 80 #8.32 x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel CORNERS 37 #7068,8063-T8 4pproved a9 eomptylag with the 81 1157 #8x1/2"Ph.Pn.SNS Stainless Steel 86 Markle new W.. ..',Wol 82 #8 x 5/8 FI.Ph.SNS Stainless Steel Dae•• •• A983 #8 x 7/8"FI.Ph.SNS Stainless Steal • • • • • • ! �4 LYNN 4 ' Revised 8y: Oats: Revreron: M •Dade 84 #8x 1"FI.Ph.TEK Sttilnless Steel • •• • • • � N .......• !!r �i l• ".r. '� .- 85 #8 x 1"Quad Pn SMS Standess Steel • • • • • • f. ' �1 F •• ••• •• • ~ �: • ••�•/t"�, Rarisad BY: Oats: Revb7oa: �� 96 #8 X 1-1/2"Quad Pn SMS Stateless Steal 4C y! • o 87 #10x 1/2"Ph.Pn./TEK Stainless Steel _ •t4 .58705 ® 0 ,7p6�; Oro"W. 89 #1024x9116"Ph.Pn.TYPEF stalntaeascael v rtf 13 ;`to BOM AND CORNER VIEWS J ROSOWSKI 90 #12 x 1"Ph.Pn.TEK SIelnleae Steel • ••• • ••• ! • • • • • %�® •S 'LE OF ��/` 1070 TECHNOLOGY DRIVE 7tOe: Dote: • • • • • � LcltatoP.•'0��: N.VENICE. FL 34275 CASEMENT WINDOW DETAILS-LM&SM 0810$/12 •t i• • : • • • -ir�r1ES, {r'' �(.�`1 P.O. BOX 1529 06: • •• ••• IV 11, �,```�� NOKOMIS,* FL 34274 / e7; S=W I Shaet: Orowtng No. Rev A.LYNN�II.LER P.E. CERT. OF AM. #29296 CA-740 NTS 10 OF 10 P.EMD-CA740-LM 965765 • • • • • • • • • • ••• • • • ••• • • t Florida Building Code Online Pagel of 2 1t BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Stag j BCIS Site Map Links Search ' u snes Proessl I Product Approval ,I USER:Public User Regulation Product Aporcrval Menu>Product or Application Search>Application List>Appti ation Detail / (FL#) (FL10537-RS) 'A IIcat10n T '. PP YLRevisloni '_Code Version' 2010 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,01-143517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultBnts.cpm Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J.King,P.E. St Validation Checklist-Hardcepy Received Certificate of Independence FL10537 R1 COI Certificate of Independence ocif Referenced Standard and Year(of Standard) Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 •• ••• • • • • • •• ASTM E84 2000 • • • • • • • • • ASTM G26 1995 • • •• • • • • • TAS 201,202,203 1994 •• • • • • ••• • Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect • 6:0 ••• • ••• Ft10537 Rr Ecuiv of STANDARDS,odf S.c Idh%from]Cade •• • :•• ••• • • •• •• • • • •• • http://www.floridabuiltiiiig'org/•pr/pr_app citl.aspx?param=wGEVXQwtDgtfYBJ2%2fM7I... 7/31/2015 Florida Building Code Online Page 2 of 2 4 Product Approval Method Method 1 Option D Date Submitted 02/28/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/07/2012 Date Approved 04/03/2012 Date Revised 01/28/2015 Summary of Products FL* Model,Number or Name Description 10537.1 ."FiberClassle,"SmoothStar", 618"Impact"Opaque Fiberglass Single Door-(X)Inswing or Outswing °ClassicCraft"or"ClassicCreft Rustle° Configuration Limits of Use Inelallation Instructions Approved for Lisa in HVHZ:Yes FL10537 . II Inst 10537.1.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 10537.1 for Design Pressure Ratings by specific Model FL10537 RI AE EVAL 10537,1.odf and for any other additional use limitations and Installatlon Instructions. Created by Independent Third Party:Yes 10537.2 b."FlberClassie,'SmoothStar-, 618'Impact"Opaque Fiberglass Single Door with Sidelite-(OX or XO) °ClassicCraft"or"ClassloCraft Rustle° Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use In HVHZ:Yes F1,10537 R1 I1 Inst 10537.2.ocif Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 10537.2 for Design Pressure Ratings by specific Model FL10537 R1 AE UAL 10537.2.odf and for any other additional use limitations and installation instructions. Created by Independent Third Party:Yes Note-ASTM E1300-98 utilized for areas Inside the HVHZ 10537.3 c"FlberClassle,"SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sideiltes-(OXO) "ClassicCraft"or'ClassloCraft Rustic" Inswing or Outswing Configuration Um@s of Use Installation Instructions Approved for use in HVHZ:Yes FL10537 RI II Inst 10537-3.pd Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 10537.3 for Design Pressure Ratings by specific Madel FL10537 R1 AE EVAL 10537.3.odf and for any other additional use limitations and installation instructions. Created by Independent Third Party:Yes Note-ASTM E1300-98 utilized for areas Inside the HVHZ 1.0537.4_ d."FlberClassic","SmoothStaY', 6'8°Impact"Opaque_Fiberglass Double Door-QOO Inswing or Outswing "ClassicCraft°or"ClasslaCraft Rustic" Configuration - - -- Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1,10537 R1 11. Inst 10537.4.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Ye; Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 10537.4 for Design Pressure Ratings by specific Model FL10537 R1 AE EVAL 10537.4.odf and for any other additional use limitations and installation instructions. Created by Independent Third Party:Yes 10537.5 e."Flber0assie,'SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door with Sidelites-(OXXO) °ClassicCraft"or'ClassicCraft Rustic" Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL10537 R1 II Inst 10537.5.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other. NST 10537.5 for Design Pressure Ratings by specific Model FL10537 R1 AE EVAL 10537.5.odf and for any other additional use limitations and installation Instructions. Created by Independent Third Party:Yes Note-ASTM E1300-98 utilized for areas Inside the HVHZ Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrieht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However emall addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. •• ••: • • ••• • • ••• ®ct Approval Accepts: m •• • ••• ••• •• • ••• • • • s•*00 • • • • • • • • • •• •• http://www.floridabuilSi$g.org/pr/pr app dtl.aspx?paras=wGEVXQwtDgtfYBJ20/o2fM7I... 7/31/2015 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 February 28, 2012 To Whom It May Concern: FL-10537 Equivalency of Standards ASTM D 635-03 Eauivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-03. It has been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants,Inc.that ASTM D 635-03 is equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 2010 Florida Building Code. ASTM E 84-00 Equivalent to ASTM E 84-07 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-00. It has been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants,Inc.that ASTM E 84-00 is equivalent to ASTM E 84-07,which is the reference standard and year that has been adopted by the 2010 Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants,Inc.that ASTM G 26-95 is.. equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by thb*?Ald ••••• Florida Building Code. •000 : 0 0 0 0 6 • 0000.. • .. .0000. 000000 000060 0000 • • 0000.. 0000.• 0000 0000.. ... . 60600 000000 .. 9006.9 • . 000... • 0 � 6 0000.. S✓e • • 0000.. Z • • 00 006 • • • • • 00 Lyndon F. Sebmi j,et. 0- Fl, -FL No. 43409 "' ' ' •• CA No. 9813 000 0:4 0:6 000 000 . 0 0 .. . . .. . . . .0 . ... . . . .6 06 6 . . 6 .. ... . 0.9 0 6 0 9 696 9 9699 . . . 0. 0. . . . :0 0 .. 0000 . . ... . . R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Product /n Report Report. / Date: reebi-tiary 27, 2012 Product Sub Category Manufacturer Product Name Category Swinging Therma-Tru Corporation Smooth Star,Fiber Classic,Classic Craft and Classic Exterior Exterior Door 118 Industrial Drive Craft Rustic Fiberglass Double Door Doors Assemblies Edgerton,OH 43517 Inswing/Outswing Phone(419)298-1740 'Impact' Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Therma-Tru Corporation based on Rule Chapter No.9N-3,Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product!complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This products meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-10537.4 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item#4 meet water infiltration requirements for"HVHZ". B. Inswing and outswing configurations using threshold item#5 do not meet the water infiltration requirements for the"HVHZ"and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the ajlgtt?B%lween the •••• •••••• edge of canopy or overhang to sill is less than 45 degrees. , • • 9. See drawing FLA 0537.4 for size and design pressure limitations. '�.' : • • • '• •••••• •• •••••• Supporting Documents: • • • ' •••••• •••••• 1. Test Report No. Test Standard Testing Laboratory •:••Sled by; 800006 TEL 01460336-A,B,C ASTM D635-03,ASTM D1929-96 Testing Evaluation Lab.,ln cMpn F.S,CbalidtpP.E. ••:•• ASTM D2843-99 • • '.; *009:0 • STTS00001 ASTM G26-95 Sub Tropical Testing Lon Hicks,VP Operations • 15427-107362 ASTM E84-00a Omega Point Laboratories a•William E.Fitch,P.E. ••••:• ATI 67508.01-106-18 ASTM D1929-96(2000)e01 Architectural Testing,Inc. 0 Joseph A.R§88,11?1. • • TEL 06-1031-2 TAS 201-94,TAS 201-94.TAS 203-94 Testing Evaluation Lab.,lnc:Wendell W,Hyn�P.E. :see*: TEL •• • 0 . • 2. Drawing No. Prepared bySigned&Sealed by No.FL 10537.4 •• ••• *RW Baildin fansultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations • •: •� r . " . Signed&Sealed by Anchoring •• ••: 004 UTUIr=g Goasultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of P ftci0fSon is&:dd 4?Wational ocrrb-gitation and Management Institute,certifying that Therma-Tru Corporation i1?gWnu:3ctLVing3)ro(%cts Withigra(JUarty assurance program that complies with ISO/IEC 17020 and Guide 53. • •• •• • • • • •' ' ' "' "• • Lyndon F.Schmidt,P.E. FL PE No.43409 2/28/2012 PF 1454 ••• • • • • ••• • • Sheet 1 of 1 • • • • • • • • • • ••• • • • ••• • • . . ... . • ••• IHERMAOTRU • • •• • • **J : .:. 0 00g! • Olt • • . •• I I INDUSTMAL ®R., EDGERTON, OM 43517 F431"AARX ClViRALI FR,4AA�OV(D1M :• ••; SMOOTH STAR, FIBER CLASSIC �- CLASSIC CRAFT & CLASSICR PANELWIDTH ,.. ; $ . •., FIBERGLASSL DOOR •. :• '. INSWINGIOUTSWING 0*1* 1. rids product has been evaluated and is In cornpliorica Witt►the 2010 Flarda Wilding CCS Pq structwd requIrmnents Including the'il&Velocity mmicane Zane:(WW). 2 Product anchor shall be as listed and spaced as shown on detail.Anchor enft&mnt to base nxftW shall be beyond wat dressing or stucco. 3. When used In the W Hr#*product corplim with section 1626 of floe Florida WOM Cade and does not reWreankipactresislantcovering. 4. When used in areas outside of tlie Wfl+HZ"requft wind ix}rrts darts protection this product corrom with Q Section 1609.1.2 of the 2010 FBC and does not require an impact resistant coveft.ih product meets misfile levet MP and Includes Wind Zone 4 as dellned In ASTM E1996 and Section 161}9.1.2.4 of the FBC. � + 5 Far 2x stud kmft construction,anchming of these units shall be the s me as that ftwn for 2x buck ffKmvy conftclion. d. Site conditions that deviate trona the defoffs of this drawing require fiurther eromft by a licensed or registered architect. T: outswing configurations using fteshold Item 44 met Mater Inffitration mqammt for - � �� 3 co and using threshold Item 65 do not rneet the waterWWaffon requirernents for the 14VHr and shall be InOdled only In non-hobliable arm or at hobtlable locations ted by an ov g or canopy such that the be the of canopy ora to sit is t G 74.31 x �] ®] less than 45 degrees. STA OUTSWING 74.31"x .75' +70.0 FAQUE BF EO a SHW# VESCHOWN CLASSIC I WING 74.31"x +70. -70.0 1 &gened nates 2 de Star} CRAFT T4.31"x 76" -70.0 3 CY'afi} z 4CLASSIC INNIING 74.31"x 82 +70.0 -70.0 5 Door panel deter CRAFT Wm. 5113108 d Hofizontalcrosssectiom RUSTIC OVMWING 7441"x 80.75" +70.0 -70.0 amm nl.m 7 VeaRCMUsecom DW&W. At 8 iFAT and -2x lit r4 31"x82 +7 . -70.0 ev LF-S 4 an 1x buck construction FMER 10 em of materia3 nents CLASSICO 174.31"x80.7SV" +70.0 .70.0 FL-105.37.4 --�or . . .. . . . ... .. .. . . . .. .. . . . . . . . . . . . 44 4T 41 EXTERIOR 47 41 43 Goo • a n ••• to. '4.01. $ ... •• o • • • ri ,s 0 . • N xZ O 2 INTERIOR 45 42 .. ; F .. 2 46 .. :.: gid . 1 HORIZONTAL CROSS SECTION • • 47 41 ® �4.1Q"� frg o� TYP.4 _ o 13 CO OF PANEL RNERS —� EXTERIOR INTERIOR A A F, o I o a a - DETAIL 42 � 43 L D�m 40DOOR PANEL � $n1ooth Star 41 00000000 z z 0 0000000 p >N_ 00000000 Mir 4] cov W 0000000 00000000 0000000 00000000 0000000 00 �� 46i EM rE 00000000 z 0000000 ! 0 45 a m 00000000 2� 0000000 o/q ,. a 00000000 aQ 0000000 28.88%OPE 0000 0 o ON m AREA MAX. H GE STILE 601TOAA RAfL -z o° 0 0 0 O 0 0 0 0 2 VEIMCAL CROSS SECTION DAs: 5/f 3/08 z 00000000 2 N.T.S. 0000000 00000000 AL m CKK BY: LFS $ DEWL A-A mwam No- m Panel reinforcement FL-10537.4 O 0 Sim-�L OFHIQ 0 0 0 54 57 51 57 51 53 • e 0 EXTERIOR 2 INTERIOR 3 HORIZONTAL CROSS SECTION 4,06* 57 0.37 TYP 4 13 CORNERS OF PANEL EXTERIOR INTERIOR L1 11 M DETAILtsl DOORP Classic craft 57 V) z 00000000 0000000 1.44'1 00000000 0000000 51 00000000 0000000 1.49" 00000000 II 0000000 00000000 0000000 00000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1000 0000 0000000 lox tai I 00000000 0000000 28.86%OPEN No m 00000 AREA MAX. z Q 000 0 a 0 0 000000 0 0 ri"�\VERTICAL CROSS SECTION DAM 5/1-3/08 M z 00000000 0000000 N.T.S. J 00000000 AL C"BY. VS I MAIL A-A DROM NO.1 Panel reinforcement FL-10537.4 a WEET 3 OF.111 . . . .. . . . .. . . . . . . . . . . � 31 31 35 36 EXTERIOR 36 35 33 •• • " •• . . ILI • • • • ��jjjjj Mj • • INTERIOR 32 °z VS 1 HORRZONTAL CROSS SECnON • • 31 U TYP.4 L 13 CORNERS EXTERIOR INTERIOR �m OF PANEL DETAIL A-A a DQORPANEL � 31 � Clas�c craft rustic 36 N 35 Z 000 000000 0000000 N 000000 0000000 �40 �—y 000000 I 0000000 000000 z 0000000 000000 ® O N @@ 0000000 j `e 000000 L RAIL N4 0000000 2® ND 000000 0000000 M 9 2 VERTICAL CROSS SECTION O Q Lo-00000'0o-,0o---,- 000 28.867*OPEN 4 �Z ° 0000 o AREA MAX. TOCK HINGE STILE DAM 5113108 s� N.T.S. 000 oaar er AL m cKs.W. LFS 3 DETAIL A-A armaMe ND.: Panel reinforcement FL-10537.4 0 Pof 11 Doe .. .. . . . .. .. . . . . . . . . . . . 64 d6 bT 61 EXTERIOR 6T i1 63 : : •: : gs to nlw :• ... . dG R� +fid •.• CR Z .i . . . . . .• ri • • • • 2 INTERIOR66 66 62 .•• e k .. 1 HORIZONTAL CROSS SECTION ';; ..• : .. .• 5 67 F" 61 =a Edo TYP.4 13 CORNERS of OF PANEL ) —— EXTERIOR INTERIOR c 0 T DETAIL A-A COQR PANEL Rber chic 61 v 000000oo 0000000 00000000 0000000 00000000 0000000 00000004 0000400 Z 1.t8" 67 a cn ?ri 00000000 It I a 0000000 00000000 FV)o 0000000 ®1 00000000 ma N� 0000000 28.86%OPEN ()000, 0 0 0 o AREA MAX. E4 NCE 65 BOiT M Ra1L z n 00000 0 2 VERTICAL CROSS SECTION ML. 5113108 a 0000000 0 00000000 .r1 SCALE N.T.S. d 0000000 00000000 DM•By, AL cm BY, LFS � DETAIL A-A DROM NO.: Panel reinforcement FL—90537.4 0 0 9W_,I_OF 1 I • . . ••.• .. .. • . .. .. 1 2 • • 7 7 A a. ... Da D • ••• • f• ® ••• a D • •ose • • • Il 1 a• • •• a .. " 0 % so �� • • • p.� • 10 4 ••• ,$ •• • •• 19 INTERIOR L ,. : • : D ate' •• • • ••• •• 1 0 0 2 0 6 6 6 6 D 0EXTERIOR 46 30 12 H m _N LA 6050 11 C Eoso D 4 1-1/4'MIN. E EMB. I ! D D B 7 7 7 7 4 HORIZONTAL CROSS SECTION B a e d $ Shown w/1 X sub-buck e C SINK CSINK d (TYP') (mo.) D.. q 4 ° 27 10 ° N 10 INTERIOR 10 INTERIOR ` D L 0 U F�= a 'Zia ° a m d' ° N� '+ m d. 12 12 ' •.. "Z U e 12 30 40 EXTERIOR 40 30 P 30 EXTERIOR 40 30 12 5 13 08 z L N.7.S. 1-1/4'MIN. L C 11 50 60 60 50 14 O so 60 11 C E s en AL m EMB.(TYP.) 1 HORIZONTdL CR®SSS ON 2 HORIZONTAL CROSS S N 3 HORIZ®NTAL CRClSS S ON SAAB.(TYP.) No neo 6 Outswing mown-inswing 6 =wing o`er-Inswing 6 Outswuig shown-Inswing FL-10537.4 o ado approved also approved also approved isHm 6 av 91 •• •• • • • •• •• • • • • • • • • • • • 6. ° o a too . d d. INTERIOR E�I�R•• • FpV� ••• J ' e s . a n � gr e L $i3• a 10 C m C Z-" ••• 4aCL • $ • 40 30 40 �zn: S dot 60 W 1fl g d 0 9 9 EXTERIOR INTERIOR EXTERIOR INTERIOR •• W 1 VERTICAL CROSS SE 2 VERTICAL CROSS SECTION r3VERnM CROSS SECTION m 7 �tswfig shown-inswing T Shown w/1X sub-buck 7 Outswing confi�urafion �' o also approved see ggeneral noes sheet 1 for_Mn waterinfRtrafion requirements o s EXTERIOR INTERIOR EXTERIOR INTERIOR m 0 INTERIOR EXTERIOR V) 6 50 60 o N a 2 7 3 10 aE E .;, , ;.: E a u��i ° v P a. ' y 9 P a � v v •P D.. Np j .^�'` D' •D b ,o- v 'n. .v v a � y. .o v .n, fi �. ° 9 n Z �. K T - Z M DAM 5113 08 z 9. D 9 SCAlE N.T.S. s 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION 7 Inswing configuration 7 Inswing configuration 7 dutswing configuration C.BY: LFS a see general notes sheet 1 see ggaa�erat notes sheet i see generai nof�sheet i p ND,: for'HVHr water infiltration for"HVt d"water intiltrattan far'11VH7'water infiltration FL-10537.4 0 o requirements requirements requirements g sr�r 7 --Ll— o �A-A � • • •• • • � Qq � ••• D Trp. II •.• : :��m •.• L ASTRAGAL MASON1R7Y _ TYP.HEAD& `�' n Z aL� SHOWN FORF. OPENING OPENING JAMONRYBS I I REF.ONLY ••• v - •• • • • • J • FRAME I I •• • • ( ' •• • 2X BUCK z cy 2X BUCK II a II rYP. � be• bf• � �; �� THIS ANCHOR REQ'D ONLY m WHEN DP>55 PSF BUCK ANCHORING HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB o x x U U Masonry 2X buck caruhucNan c � z� L a o m m no m U) z 73 n 0 N VIEW A-A p m CONCRETE ANCHOR NOTES: Astragal plate �head � 1.Substitution of equal concrete screws from a different supplier may have different edge distance and center distance d requirements. 11 x 2.Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortarjoints.If L N 1 m concrete screw locations noted as"MAX.ON CFJNTER"must be adjusted to maintain the minimum edge distance to mortar L 72 e Joints,additional concrete screws may be required to ensure the maximum on center dimension Is not exceeded. 12 12 ® N z 3. Concrete anchor table: ......................_......................._........................................... ........................_............................ ............_.._...............::....�.,..................::::......:::::::::.......:::::::.:.::::.:-:.-:::.....::.....:•::•:•::.....::..:. a o ola c a M11 �p�a�t� ��r�>a �it[�t�u��t�Atta��ro � ^� .. ` J :1it'l sem` "EMAE rf�� s Y£raGE X44 .�Ols r.� 1{I"lt i3/�............................... . ........: ..... ....... ......... ......... L m►� 5 z scw N.T.S. ° 11�4i:.- >s 1!4 12 12 Da. By, AL m CHK V LFS ; Ho..;,,..;.;:• 1 J4" 1-1/4" aarorsrm m HINGE DETAIL LATCH 3 DEADBOLT DETAIL FL-10537.4 0 Eq sHa r 8 of 11 THIS ANCHOR RE9D ONLY •• •• • • • •• •• • • • • • • • • • • • WHEN DP>55PSF • • • ••• • • • ad •• • F O I if I c :p • • • • • • • • • • _� • • ••• aim � v ,. A-A TYP.HEAD& ASTRAGAL `9 i i i i i i•• i • JAMBS SHOWN FOR •• • • • • •Astragstrike late MASONRY I( REF.ONLY ted C4 OPENING FRAME I) W I Z 72 m o 1X BUCK Wo _ I I II K i TYP. LATCH&DEADBOLT DETAIL b ° THIS ANCHOR READ ONLY q WHEN DP>55 PSF ` z HtNGE JAMS FRAME ANCHORING ASTRAGAL STRIKE JAMB o V) Masonry IX buck construction N L H a CONCRETE ANCHOR NOTES: 12 1.Substitution of equal concrefe screws from a different supplier may have different edge distance and center distance requirements. ^< a 2.Concrete screw locations of the comers may be adjusted to maintain the minimum edge d1stance to mortar joints.if L H w concrete screw locations noted as"MAX.ON CENTER"must be adjusted to maintain the minimum edge distance to mortar m joints,additional concrete screws may be required to ensure the maMmum on center dmenslon is not exceeded. 12 12 "z 10 3. Concrete anchor table: DAM 5113108 °a_ iMl:�f3 t4d41tYlElitd � { > 1 ItjdlP�t , ' NJAtGEDETAIL sc N.T.S. : .. .... .. >} �; Q M.4 Ni�tY #G1= 4kS�A �'� .Ai�I it2F ::::.... ... ..: ::... ....... ..... :.... ... ... ... DM.BY: AL m cntc By LFS � !1 •;:c::::;:•;:•::o; 2-1/2' 3" DRAMS NO.: FL-10537.4 v 0 sx�er 9 OF 11:10 • a as 19 0 .. .. . . • ••• • . 79.25' • • • ••• • ro z �---—18.88' 185" ••• • • 14.32°•--� P • d • �1.41tT—� O ' z�® a • e • 2 �� 0.063" Trp. ••• : : ••• :•• ••• ••• • C4 P TYp. • ••• • • • {• s• • a • • • • s • $ 29 wD •• • • • • • ••• ® mo — 4�--0.126 a7 Asraa�al DErAIa 4.5" 4.5" 3.25" 3.25' � v� m � 0.7.T m � o o a 5.72' � 5J35° 5.87' �4.57" �} J+— .;jes•:_�i,".61:�YCy`,�^ni.�i,�r�.'A':a�h,p'a'r4+rcq� � (,] `„TYs.�..a.!` :'l;..riJ.e.."\''.,rvrL.i ya��v^�'i=/t`•�,}.a1�Lj G N nig Eseo�D nllltxH rHeESHoiD niteESHa�D s I insvair�g adjustable a inswing adastable 3 fiswing��-adjust OutswGtg coastal N a ti � Y r zY 5.75 T 'i lz z E3 o ' sitar a tiv.& . `yDATE: 5113108 zz N.I.S. .t THRESgHOW HEAD d SIDE Oft BY: AL m S Ouiswing standard exec.SYS LFS 6 r 8 +/-50.0Fssf DRAWW NO.: 4 8 Jamb m FL-10537.4 0 swEEY 99 0 of 11 0 , • BILL OF MATERIALS TEEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG>=0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PAUL QETA&SHEVfOR D AILS-•• - w 8 $ B 2X BUCK SG>=0.55 WOOD 31 DOOR SKRJ 0.095"THK.(CC RUSTIC)Y- 1 mllsr• • • • •• FIBERGLASS I�f� WOOD 32 TOP RAIL(CLASSIC CRAFT RUSTIC) , • • • • • • • C MAX.1/4"SHIM SPACE L D 114'X 2-3/4 ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK&HINGE STILE CLASSIC CRAFT RMTICT WCODMPVL S E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 34 BOTTOM RAIL(CLASSIC CRAFT RUSTIC) n $ tR 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 35 PANEL REINFORCEMENT 0.023THK.(CLASS C aU TIC . ••• •• STEEL G 3/16"X 3-IN ITW CONCRETE SCREW STEEL 36 FOAM CORE • • • • • ' '• • POLYURETHANE H Ile X 3-1/4'ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR-SEE DOOR PANEL D I•S li I ; - 9 1 T/4"X 2-1/4"ITW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065"THK SMOOTH STAR ,000 061 MIN. • • *00 •• FIBERGLASS J 11/4"X 3-314"ITW CONCRETE SCREW STEEL 42 TOP RAIL SMOOTH STAR COMP. K I/4"X 1-3/4"ITW CONCRETE SCREW STEEL 43 LOCK STILE SMOOTH SPAR WOOD/LVL HINGE STILE SMOOTH STAR WOOD STEEI. 44 G L #10 X 2-1/2"PFH WOOD SCREW ( O #8 X 3"PFH SCREW STRIKE PLATES @ HEAD&SILL STEEL 45 BOTTOM RAIL SMOOTH STAR) COMP. P #10 X 1-1/2"PPH SCREW ASTRAGAL TO PANEL STEEL 46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL I INSWING ADJUSTABLE THRESHOLD(IS300AJ) ALUM./WOOD 47 FOAM CORE POLYURETHANE 2 INSWING THRESHOLD IS300HP5) ALUM./COMP. 50 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD(ISP30M) ALUM./COMP. 51 DOOR SKIN 0.095"THK (CLASSIC-CRAFT)Fy=6,000 PSI MIN. FIBERGLASSi J 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 52 TOP RAIL CLASSIC C COMP. m 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 53 LOCK STILE CLASSIC C WOOD/LVL �" o 6 INSWING THRESHOLD ALUM./COMP. 54 HINGE STILE CLASSIC CRAFT) WOOD/LVL 7 DOOR BOTTOM SWEEP VINYL 55 BOTTOM RAIL CLASSIC C COMP. o 8 JAMB PINE SG>=0.55 WOOD 56 PANEL REINFORCEMENT 0.023"THK.(CLASSIC C STEEL ., 9 JAMB OAK SG>=0.55 WOOD 57 FOAM CORE POLYURETHANE 4 10 WEATHERSTRIP FOAM 60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 0 d 11 HINGE STEEL 61 DOOR SKIN 0.065"THK FIBER CLASSIC)Fy=6,000 PSI MIN. FIBERGLASS N 12 #10 X 3/4"PFH SCREW STEEL 62 TOP RAIL(FIBER CLASSIC COMP. 13 #9 X 3"PFH WOOD SCREW STEEL 63 LOCK STILE(FIBER CLASSIC) kWOOD/I VL 14 LATCH STRIKE PLATE STEEL 64 HINGE STILE FIBER CLASSIC WOOD 18 KWIKSET PASSAGE LOCK-SIGNATURE SERIES STEEL 65 BOTTOM RAIL(FIBER CLASSIC) COMP. a 19 KWIKSET DEADBOLT-SIGNATURE SERIES(980) STEEL 66 PANEL REINFORCEMENT 0.0THK FIBER CLASSIC STEEL o g 23" 27 ASTRAGAL ALUMINUM 67 FOAM CORE POLYURETHANE o 28 ASTRAGAL FLUSH BOLT STEEL 72 DEADBOLT STRIKE PLATE STEEL N 29 ASTRAGAL FLUSH BOLT RETAINER ALUMINUM 73 ASTRAGAL STRIKE PLATE STEEL 6 ri � z 1.1 � N ry F Ci J Z U ME- 51131 08 z 0 sem: N.T.S. ,g owtt.BY, AL tic.eri LFS 3 DPAWIM W.. FL-10537.4 °o SHEET 11 OF a Florida Building Code Online Page 1 of 4 s�.E �� j y s �o l�id?I)�c RM Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FEC Staff BCLS Site Map Unks Search us nes b 'u' ssj Product Approval GJ - +USER:Public User Regulation i Product Approval Menu> >Application LIM>AppOeatlon Detail FL# FL15255-RO i A�pllcation Tye: New Code Version€ 12010} Application Status .Approved. Comments Archived Product Manufacturer Trinity Glass international Address/Phone/Email 33615 1st Way S Federal Way,WA 98003 (253)875-7300 andrewn@trinityglass.com Authorized Signature Vivian Wright rickw@rwbidgconsulta nts.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute ;.QualityAssurance Contract_EnplraUbn Datel (12/31/2015'' Validated By Ryan I King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FLIS255 RO COI Certificate of Independence ndf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G15S 2004 •• ••• • • • • • TAS 201,202,203 1994 • • • • • • Equivalence of Produgl it3ndWs• • • i • • Certified By • •• • • • 14tida Licensed Professional Engineer or Architect FLIS255 RO Eouiv Of SWm;Iards.pdP • ••• ••• Sections from the Code •• ••• • :• •• •• • •• • • ••• • • • • ••• • • • ••• • • ••• • • •• • •• •• http://www.floridabuilding.org/pr/pr app_dtl aspx?patam=wGEVXQwtDgv3yV VKJZ 1 Q... 7/31/2015 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 02/26/2012 Date Validated 04/13/2012 Date Pending FBC Approval 03/08/2012 Date Approved 04/18/2012 Date Revised 04/30/2015 Summary of Products Go to Page =0 0 0 Page 1/2 FL# 1114odell Number or Name Description 15255.1 Ia.Fiberglass Door 6'8 Single Opaque"Impact'Film lass Door-Outswing Configuration X Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255 1.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.1 for Design Pressure Ratings,any additional FL15255 RO..AE..Eval 15255.1.odf use limitations,installation Instructions and Rroduct particulars. Created by Independent Third Party:Yes 15255.2 b.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sidelites-Outswing Continuous Head and Sill Configurations(OX or XO; XO Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.2 for Design Pressure Ratings,any additional FLISZ55 RO AE EVAL 15255.2.0f use limitations installation instructions and product particulars. Created by Independent Third Party:Yes 15255.3 c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with"Impact"Sidelite or Sidelttes-Outswing Configurations OX or XO;OXO Limits of Use Installation Instructions Approved for use in HVHZ:Yes RJ!j255 RO II INST 15 55. .odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other,.See INST 15255.3 for Design Pressure Ratings,any additional FLI5255 RO AE EVAL 15255.3.odf use limitations,installation instructions and product particulars. Created by Independent Third Party:Yes 15255.4 .Fiberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without"Impact" Sidelltes-Outswing Configurations()X;OXXO) Limits of Use Installation Instructions Approved for use in HVHZ_Yes FL15255 RO I1 INST 15255.4.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.4 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.4.odf use limitations,installation instructions and 2roduct particulars. Created by Independent Third Party:Yes 15255.5 le.Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswing Configuration(X Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RD ti INST 15255.5.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.5 for Design Pressure Ratings,any additional FLI5255 RO AE EVAL 15255.5.odf use limitations,installation instructions and Rroduct particulars. Created b Inde ndent Third Party:Yes 15255.6 .Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sidelite or Sldelites-Outswing Continuous Head and Sill Configurations(OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RG II?NST 15255.6,odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.6 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.6,adf use limitations,installation Instructions and product particulars. Created by Independent Third Party:Yes 15255.7 .Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door with"Impact"Sideltte or Sldelites-Outswing Configurations(OX or XO;OXO) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15755 RO IT INST 15255.7.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.7 for Design Pressure Ratings,any additional FL15255 RO AE EVAL 15255.7.odf use limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes 15255.89• .�i� lass Door 6'8 Double Glazed"Impact"Fiberglass Door with or without"Impact" • • • • • m a Sidelites-Outswing Configurations(XX;OXXO Limits of Use • • •• • • Installation Instructions Approved for use In RVHZ'IEp • • • • • FLI5255 RO II INST 15255.8.odf Approved for use�dem:Zs • • • • • •• Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes •• • • • •• Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.8 for Design Pressure Ratings,any additional FLI5255 RO AE EVAL 15255.8.0f use limitations,inslaIlation Instructions and product particulars. Created by Independent Third Party:Yes 15255.9 • • 1.Fiberffliff DcVr6• • • 6'8 Single Opaque"Non-Impact"Fiberglass Door-Outswing/Inswing • • • • Configuration X Limits of Use • ._A.:� • • • • • • Installation Instructions Approved forawAdn^�Yes •• • • • • FLI5255 RO II IN5T 15255.9.odf Approved for use outside HVHZ:Yds ••• ••• • Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes ••• • • • • •• • • • • • •• • • • • • ••• • ••• •• •• • • • ••••• http://www.floridabuilding.org/pr/pr_app dttaspx?pafam=wGEVXQwtDgv3yVVKJZIQ... 7/31/2015 't R R W BuildingConsultants Inc. W B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrieo,FL 33595 Phone 813.639.9197 Florida Board of Professional Enjibumn Certificate ofAuthorization No.9813 .n+ Product Sub Category Manufacturer Product Name Category Swnging Trinity Glass International Glazed Fiberglass Exterior Exterior Door 4621 192nd St.East 'Impact"Door Doors Assemblies Tacoma,Washington 98446 Outswing Phone 235-875-7300 Facsimile 235-875-7301 Scope. This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Trinity Glass International based on Rule Chapter No.61G20-3,Method ID of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the porvany manufacturing or distributing the product or in any other entity involved in the approval procr ss of the pro xr;ed --Go** herein. .. . ... Limitations. 08 •••••• 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Codg t7C•structural r2quiremen:%•••; Including the"High Velocity Hurricane Zane"(HVHZ). •••• • 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base matertat SIVIl be beyond wall dressk%•• or stucco. •••••• ••• • ••••• 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and dotal netrequire an imp2ict •••••• resistant covering. .••... • 4. When used in areas outside of the°HVHZ°requiring wind bome debris protection this product complies with Section 1609.*2 of the*•••:. ..•• FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone. as de•fined im • ASTM El 996 and Section 1609.1.2.2 of the FBC. :**so: 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry constreetione* 6. Site conditions that deviate from the details of drawing FL-15255.5 require further engineering analysis by a licensed engineer or registered architect 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FLA 5255.5 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01470437 TAS 201,202,203-94 Testing Evaluation Lab.,lne. Lyndon F.Schmidt,P.E. TEL 06-0918-1 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. TEL 08-01370020 TAS 201,202,203-94 Testing Evaluation Lab.,inc. Wendell W.Haney,P.E. TEL 01370051 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E. TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,inc, Lyndon F.Schmidt, P.E. TEL 02010411 ASTM G155-04,C158-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,inc. Lyndon F.Schmidt,P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,inc. Lyndon F.Schmidt,P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. 2. Miami-Dade NOA Materials Testing 13-0129.27 DuPont PVB Interlayer 3. Drawing No. Prepared by Signed&Sealed by No.FL-15255.5 RW BuiidirWC$nsu Itants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepa_ ry • .•• ; ; ••• �� cP6,-!",,P Signed&Sealed by Anchoring RW Buildirr%Cowi tentis, Q1c;((gj9n3) A� � °�� Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon P Schti, O.ii • � • • �� °� �� - *mb� �p 5. Quality Assurance • Certificate of Participation issued by Vabinal Accreditation and Management Institute,certifying that Ttinii&asslittrriptignal is •� m manufacturing products within a quaky assurance�rogtyn ttlat cimpi�eSi. s P with ISO/IEC 17020 and Guide 53.••• :' •• • 0•• *•* g STATE f3 F • ••• a •SCF Z Lyndon F.Schmidt,P.E. ;.�bo P 1 �;®�� ' FL PE No.43409 5/1/2015 • • • • • • • •• • • •• a t RW ' g R W Buildin Consultants Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 February 29,2012 To Whom It May Concern: FL-15255 Equivalency of Standards sees ASTM D 635-03 Eaulvalent to ASTM D 63546 • • 0000 6666.. The products referenced in this Product Approval have been tested in accordance with ASTM'D 639 eS. J:has •, been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants,Inc.that A' Tgf D 635-03 is'e '°•'•• equivalent to ASTM D 635-06,which is the reference standard and year that has been a`fopjeod by the 2d1�0 �.... Florida Building Code. ....•. 6000 . 6666. .6...6 ASTM G 155-04 Eaulvalent to ASTM G 155-05a • • • .. .. .. 6666.. The products referenced in this Product Approval have been tested in accordance with b1.STob&G 155-04• It has been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants,Inc.that ArSTKI f 155.04 iEC ••••:. equivalent to ASTM G 155-05a,which is the reference standard and year that has been;kdoj tgd by the 2010 ;6 Florida Building Code. •• • • ••• &(-7 Lyndon F. Schmidt, P.E. FL No.43409 CA No. 9813 00 • 6666 . . . off oo: fee • •e• 0:0 so .. do Y6• • .• 000 foe • • • • • of• • • • • • • A. �. r rn = `I i US COIq L.4 da I .,• •% `�� Ito P e e ® d . ?M 0) B a //1 1l O M10D z A UN . tL C z� o �� I M O 0 CL mm LU co d m d 0_L� I1f .= W Cp 'i1/ tY O Z 12 12 E z F 1 2 3 z C 3 CJ � J EXTERIOR INTERIOR 1 2 3 EXTERIOR INTERIOR 40NX LO z w LO 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION o o: 5 Shown w/1 X sub-buck : ••• z'• (n --jog ': 999:9• V ~ • W•• 00 er 900.0• p • ':• •e: 3 090• 0 • • • v • • 0_ •000 L9) •• • L •9999• • • • Y • ut • • 0 • N Ln • "' •99990 • ' EXTERIOR INTERIOR EXTERIOR '..' : 9• _ ••a J • • • a Cn N cn C z nQ � in 12 12 .n Z n: z C,Ln o Z7zad rer Q e ° . a e r W Z L• ° <° 4 E a ° d bd. d .e O Q F a G a ° o J dd. .e _ v o a .°• d o a ° e ° O 0 a dto Z d d e ^ e'd a w " Z U DAIS- 02/27/12 °z z 4 VERTICAL CROSS SECTION scams N.T.S. g m' 3 VERTICAL CROSS SECTION DWG. BY: JK 5 Outswin sill a- 5 Outswing sill-high dam CHK, IM LFS 3 DRAWING NO.: FL-15255.5 � o sHEEr 5 OF_.E_ v ct 01%11111 4.. SEE HINGE 6"(TYP.) `°°®°° •.•,.. ..,• ��,,� a • . DETAIL 1 4, . .• •. thy. a , •,. n d.. a ! • i -. .e• A 4 v �►e \� f� + s r go I �•• r n. ® • •` o 2X BUCK `�► fi! I --.... •.••� �``� o at TYP.HEAD F IX BUCK ttt t� o M z AND JAMBS V a �. o —" TYP.HEAD ��, z 8 z v AND JAMBS +� Z d o a 2X BUCK ti 2X BUCK a m a a —4r� O o `` � d Z Ld s • DOOR U • •® FRAME ci w 64 2XBUCK SEE z•• .; � MASONRYSONRY MA • • �• •••• HINGE M 1X ,UCK `•• •• • OPENING OPENING g• a m• •••• ..... DETAIL �' m � •• s•o•• zoos t�j� ?`t. :•• TYP.SILL •o•• 6,:41 • Q�� m .•.. • o assess • 909:0d0- .000. ao L STRIKE PLATE DETAIL •••. . . } ...:. LnN a a m G• � c tMi N Ln d y BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB N cn CONCRETE ANCHOR NOTES: Masonry construction w o 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. M N 2 "MAX.Concrete anchor locations noted as"MAON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 4J 2X BUCK 2X BUCK 3. Concrete anchor table:. � z Mtlti':CtEAIaANGE M1N Ct�ARANC;E: 1X BUCK H 1X BUCK CL ANCH0R ANCHOR MIN, H w z 1'Yt�E S>Z,I: -.---ENI-BE-DME. TO hr1ASOlYRY TO;ADJACENT. ; F .._... ... ... .. ..... ............ .. ... ....... ............. ... . _.EDGE..:: :.:ANCHOR.... (26)44Z6 TAPCON® 1.1/40ITW " 2" 4" 24 24 z Ff eLcO 1I4R -1/4" 1" 4" 18 18 sAr02 N T.S1.2 s12 W ULTRACON zDWG. Bir. JK m' a ITW 3/16" 1-1/4" 3" 1-112" CHK BY: LFS 3 W TAPCON WOOD SCREW INSTALLATION NOTES: HINGE DETAIL 1 HINGE DETAIL 2 DRAWING NO.: 1.Maintain a minimum 518"edge distance, I"end distance,& 1"o.c.spacing of FL-15255.5 N c wood screws to,prevent the splitting of wood. SHEET 6 of 8 N ``ate® .•,,......, °• ie� . d %�,• _ y aj U M `.�• sf T i zto J h '�. ..•rr •r. `� 0 CO 1 2 3 ol��t/fit s z ci co 0 U C14 z ozv f�2.3$"� � � � .Ec o o °� Co I uw HEAD AND JAMBS 19L a 0� m a a e Wood 19 8 S e� 3 o 0 c ' o J d a: 4.5N* Fo C c* IE �—2.44" ?_2 w p .• ... 0 0 •• • 0:: Q •• �, 2 HEAD AND JAMBS o .••... ~ & •• ••• Composite PVC Base .... o . •• w/Fiberglass Wrap • • a ••• •. .. L. 4.56' 0 siLLICE�; RIGHT (El Y �- N SILLKEY. LEFT SCALE NONE •. •• 4 • • • • ; SCALE: NONE i••i•i •• LL Ln • • • L+ -- -- airy •• • • • • • 4.56'— —4.56" ,W I N Z 2.44" p O O L, :1 G 3 HEAD AND JAMBS o: N PVC o Gi O O O O O t 0 o N > > z a2 10 4.58" 4.57' 19 S/LLKEY DETAILS o L Optional o m z o 0 � z v D♦ h 1 r�• `�, ({___:, wr 02/27/12 4.a 4�: r° �e: �:" : sCALE: N.T.S. ° a - DWG. BY: JK m' a CHK. BY: LFS 3 OUtSWING THRESHOLDr� OUTSWING THRESHOLD 27 DRAWING NO.:25 � High-dam FL–15255.5 w SHEET 7 OF 8 O v do