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WS-14-1012Miami Shores Village, Building Department f� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ` f Tel: (305) 795.2204 Fay (305) 756.8972 (�I f INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS:. 12,6 _ A19 99 4 " FBC 20 l(j Permit No: Master Permit No1(J'�,- / !y �D ROOFING City: Miami Shores Courcy. Miami Do& Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO .%< Flood Zone: ®' AP27 OWNER: Name (Fee Simple Titleholder): AaW A �Wf e"W Phone#: 7_g�i�� Addrpec- /Ver q City: 10,10W/ "e"P State: A='4 7 p: ✓ / Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: _ at Phone: Address: City: State: Zip: Quali$erName: Phi##; State Certification or Registration M. Certificate of Competency #• Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $_ 16i / 04 o 7.3 Square/Liuear Footage of Work: Type of Work: OAddition CIAlteration ONew XRepair/Replace ODemolition 4 Bescrlption of Work: -ss�ns< AW15. Color tru dO EY,:-{�e,il3J i+'+ - �+{, 7%uRYitC . ',� `'?sae •• ■Y �� a��a,ia�rer�rarear,�,xraaa,��F Submittal Fee $ Permit Fee $ CCF $ MCC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE s_; I 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 Application is hereby made to obtain a permit to do the work and installations as indicates. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, AOI LERS, HEATERS, TANKS and AIR CONDITIONERS, ETC....... OWNMIS 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 EMPROVEMENTS 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. 14 Signa Owner or Agent Signature The foregoing instrument was acknowledged before me this 61 The foregoing instrument was acknowledged before me this day of�G 20 / by 4 4, J � • ef-m"J day of 20 b who p 13 _ 1e]Ckntome Or w110 li$3 odlrced � @ . J � Pr L !ff-,-, S who is personally known tome or who has produced �•� "-o® -SCS ��a- As idtatificatioir bo did take an oath. as identification and who did take an oath. NOTARY Sign: Priat: i 4/-1 My Commission Expires: APPROVED BY EDITH YSADA Notary PU1k - state of Iwo My Comm. EapIrn May 9.2016 Comedeeion #► EE 177181 Plans Examiner NOTARY PUBLIC: Sign: Print: MY Commission Expires: Zoning Structural Review Clerk (Revised 5/2M12)(Revised 3/12/2012) XRevised 06/10/2009XRevised 3/ISl09)Revised 7/10/07) 1W T Miami Shores Village Building Depaftent 10050 N.E.2nd Avenue Miami Shores Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT. NAME: DATE: ADDRESS: -If—.& AC 5W24,6�--5 0 111V �3 Do hereby petition the Vftp of Mland Shores to ad as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7). And I have read oust understood the following disclosure statement, which entities me to work as my own contractm, I further understand that I as the owner must appear In person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The awrlVllon allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must saperifte the construction yourself. You may build or. prove a one4bmily or two.6mlly residence You may also build or Improve a comrnerdal bAft ata -cost of $25,ODO.00 or less (Thenew form states 75,00%. The bull ft must be for your own use and occupancy. it may not be built for sale or lease. If you sell or lease a bullft you have built yourself within one year after the construction Is complete, the law will presume that you built for sale or lease, which Is a violation of this awnplion. You may not hire an unlicensed person as a contractor. It Is your responsWity to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person worldng on your balking who Is not licensed must work under your supervision and must be employed by you, which amm that you must deduct F.I.CA and with -holdings tax and provide workers' compenssallon for that employee, all as prescribed by low. Your construction must amply with all applicable laws, ordinances, bullftlis codes and =ft wgMons. . Please rad and InWal each paragraph. 1. 1 untlerstantl #0 stale low tepires cw*Wcfion to be done by a kensW Contractor and have applied for an owner-buNer pemilt under an ownplion frau the law. The exemption speeffies that 1, as the owner of the prop" Istal, may act as my an contractor with certain mstrictions even ftqh I do not have a license India! 2. 1 understand #W Wft permits are not re*W to be stns by a property owner unless he or she traprnaWmWe for the construction and Is not hft a kensed contractor to assume tesponsiblilly. 3. 1 untlerstmW that, as an owner bukluj am the resppAle party of record on a permit. I understant! #01 may protect myself from pdmft ftncW risk by h" .a kenset! contractor mW hmft the permit fled In his or bar name Instead of my own nmm I elm understand that the contraft Is mqWW by law 10 be kmised In Florida and to list his or license numbers on permband cor&acts. I 4. 1 understanx! #W I may build or Impme a one bmily or two-hogy resWence or a farm oulbullft. I. may also build or k pove a commercial but if the costs do rid wwW $76,000. The Wft or msidence mush for rrryr use or ocaryrarrcy. it may not be built or sWxWd* improved for sale or Ime. if a bulft or residence that I have built or substande Mproved myself Is sold or WasW within I year after ft construction Is conoft the law will presume #W I-builtor substantially Improved it for sale or Maw which violate the exemption. IftftW 21 I w*MWW 04 as the ownv4Ader, I must provide direct, omits supervision of the construction. InNAW - 6. I understand that I may not him an unlicensed person to ad as my contractor or tD supendse Wsons woftg on my bLftV or resklence. it Is my mspons" to emn that the persons whom I employ have the license required by law end by cmady or municipalonfinance. T- 4 7, 7. 1 understard that it Is frequent maces of unlicensed persons to trove the property owner obtain an -builder permit that erroneously Implies that the property owner Is pmvkiing his or her own labor and maWM. I, as an -builder, .may to ttetd liable and sut> W to serious firtandal tisk for any *des sustained by an unlicensed person or his or employees while works on my Pperty 1My homeowner's Insurance may not ivavrale coverage for tme [noes. I am wtflfuliy acting as an owner-buffOr and am aware tithe omits of my insurance coverage for inju les to workers on my property. 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contrector who is not licenses to perform the work being dare. Any person worNng on my WMV. who Is not licensed must work under my drect supervision and mat be am** by ma, which means that t must =n* with lapis reguirMg the withivoldirng of federal income tax and soul secuuny contributions under the Fedsral Insurance Cadribuflons Act (FICA) and must provide workers comperntion for the ernployae. I understand that my fduue to 11060w theme may sub> d to serious iirtandai risk. In 9. tagree that, as the party legally and 11nandatly raW sible for this proposed construction activity, I will wide by all applicable laws and requirement that govem owner -burrs. as wall as employers. I also understand that the Constncflon must comply with all applicable lovas, ordinances, Wing codes, end zoning regulations. it 10. 1 u rd*mtandltat I may obtain more Irdamaiion regeradbag my ob%aflas as an employe from the Internal Revenue SeMce, the United States Small Business Administration, and the Florida Degartnumt of Revenues. I also understand teat 1 may contact the Florida construction Industry Licensirrg Board at 850:487.13% or ° .S 11. 1 am am of, and consentto: an -builder bung pemrdt applied farin my name and understaruls that I am the party legally and thandaay mspo Bible for the propd castrudion eclhrhyn at the following address: pnifl , 12 1 agree to notify Ulamh Shores Vfh p Immediately of my additions, deletions, or changes to any of the i ormation that 1 have pmivided on this discloslue. I Utarsed contractors we regulated by taws designed to prate the W& If you contra with a ha= who does not have a Rcerse, the Con*4udm I Wu*y Licensing Board and Department of Business and Profassional Rpulatbau may be unable to asalst you with any financial loss that you sustain as a result of contractor may bre In deli coiA It is also important for you to understhmd stat, 9 an unlicensed contractor or employee of an individual or firm is buffed wh& working on your properly, you may be held We for damages. gym obtain an -builder permit and wish to the a lioecsed contractor, you will be responsible for ver0ying whattier the contractor is Icy licensed and the stabs of the cxmbet;Ws workers compensation coverage. Before a building p elld can bre issued, this d ane statement must be comps and signed by the wparly owner and returned to the local al pemnilthng agency responsible for issuing the per. A copy of the Wperty owner's Ow terse, the notal signafiue of the property owner, or offer type of verification acceptable to the Tal permit ft agency is required when the p ennit is issued. Was acknowledged before me this day of 20 gy �1G�;c.,J S4 --r m who was Wsonally known to me or who has Produced there Ucense or = • '__5-0� -i.4) -6 NOTARY EDITH YSADA Notary Public -State of Florida ' My Comm. Expires May 9. 2016 Commission N EE 177161 `�q•�� Bondad Through National Notary Assn. judgment and knowledge of locaUregional wage scales can provide additional guidance to determine reasonable labor rates for professional trades (i.e. electricians, plumbers, block masons, framing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE ITEMS TO BE INCLUDED (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [ ] Spread or continuous foundation footings and pilings [ ] Monolithic or other types of concrete slabs [ ] Bearing walls, tie beams and trusses [ ] Wood or reinforced concrete decking or roofing [ ] Floors and ceilings [ ] Attached decks and porches (] Interior partition walls [ ],., erior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings V � indows and doors [ ] Re -shingling or re -tiling a roof [ ] Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING: [ ] Tiling, linoleum, stone or carpet over sub -flooring [ ] Bathroom tiling and fixtures [ ] Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative finishes) [ J Kitchen, utility and bathroom cabinets [ ] Built-in bookcases, cabinets and furniture [ ] Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: [ ] HVAC equipment [ ] Repair or reconstruction of plumbing and electrical services [ ] Light fixtures and ceiling fans [ ] Security systems [ ] Built-in kitchen appliances [ ] Central vacuum systems [ ] Water filtration, conditioning or recirculation systems ALSO: [ ] Labor and other costs associated with demolishing, removing or altering building components [ ] Overhead and profit ITEMS TO BE EXCLUDED Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean-up (e.g., dirt and mud removal, building dry out, etc.) Items not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built-in, etc. OUTSIDE IMPROVEMENTS, INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming pools\spa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape irrigation systems Docks and Davits Seawalls Driveways Decks ITEMS REQUIRED TO EVALUATE YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item): 1. Completed and signed application for substantial damage/improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. 3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 5. Estimated Cost of reconstruction/improvement form (included in package) and all required backup. Include subcontractor's bids and itemized cost lists (see footnote on Cost Estimate Form). 6. This checklist. 7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids to document the cost estimate. a SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW «s S�b�� %foJ/s 3313 0 Prop rty Owner's Address: T a & S "® k/ -,P— Pro�pe0 r Owner's lone Number:��3 Contractor's Name: 2 Contractor's Address: X)1/ , Contractor's Phone Number: Flood Zone -eJ' BFE Lowest Floor Elevation (Excluding ga ge or carport) Check one of the following: [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: I am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATURES: Property Owner: Contractor: �%� p • Date, s - 1G Date: SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR q� SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Yl Messy e.v S� o 1 G1 GIr�, 1 Contractor's Name: PropeY-72 ner's Nam p 0 'k LA, V L--\ Property Owner' Address: c1 <A d ✓e Property OwneP65hone Number:9 a S- 7- ,5� 0 3 I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return .the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. 1 UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF��- COUNTY OF Hle- Before me this day personally appeared , who, being duly swom, deposes and says that he/she has read, understands, and agrees to comply with all the afor�m�� io'neV-ondits� Property Owner's Signature Sworn to and subscribed before me this 16 day of 41 , 20 4. Ar r peva "® Notary Public State of My commission expir E ary Pubic State0fFlorida nneMFeliciano ComrMsaion FF 082753 faa01PM2=1d SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Ad 4 ss:A-1-Ce �! `(fl. ` a J tq Ii? Se e 33113 b Contractor's Name: Contractor's Company Name: Contractor's Address: Contractor's Phone Number: Contractor's State Registration or Certification Number: Contractor's We Registration Number (if applicable): I hereby attest that I, or a member of my staff, personaw,inspected the subject property and produced the attached itemized list of repairs, reconstruction a /or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement R iew. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If a property sustained Substantial Damage, this list of Work, will return the structure to at least its con ition prior to damage and bring the structure into compliance with all applicable codes. I furthe attest that all additions, improvements or repairs proposed for the subject building are included in this stimate and that neither I nor any subcontractor or agent representing me will make any repairs or erform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUB CT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE P OPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENT NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING P S. See attached itemized STATE OF COUNTY OF_ _ Before me this duly sworn, de aforementione! Ze personally appeared , who, being s and says that he/she has read, understands, and agrees to comply with all the conditions. Contractor Signature Sworn to d subscribed before me this day of , 20 Notary Public State of: My commission expires: Cost Estimate of Reconstruction / Improvement Application This cost estimate of reconstruction/improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they Intend to perform. Sub -Contractor Bids Contractor or Owner Estimates Bid Amounts (see note "D") Materia 'l 96.2 J , Labor Costs CostsU 12 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 4. Roofing 5. Insulation and Weather-strip Vxterr Finish (stucco) io oors,Windows& Shutters umber Finish 9. Hardware 10. Drywall 11. Cabinets (Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16, Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit JOB NAME/ADDRESS- SHERMANRESIDENCE - 1286 NE MH Sr - MIAMI SHORES, FL 33138 DESIGN CRITERIA FLORIDA BUILDING CODE 2010 WIND CODE: ASCE 7-10 MEAN ROOF HEIGHT: 15.00 EXPOSURE: D BUILDING RISK CATEGORY II CONSTANT: 0.00256 (GCPI): 0.18 WIND VELOCITY (V): 175 (K4 0.85 EXPOSURE ADJUSTMENT (Kz): 1.030 (Kd): 1 FLAT ROOF: N/A Q= 0.00256 (Kz) (Kzt) (Kd) (V) A2 16&64 p.sf� W= Q (GCP +or- GCPI ) P= 0.6 W .......... (ASD) la P= W ............... (LRFD) a CALCULATIONS PROCEDURE EXAMPLE, USING MARK (A) W(+)= ..............68.64 p.s.f. (0.9876982+ 0.18 )= +80.15 p.s.f. W(-)= ..............68.64 p.s.f. ( -1.0876982- 0.18 ]= -87.01 p.s.f. Lc#AQ-xr/-3-A ..........P(+)- 0.6 (+80.15 p.s.f. ) = +48.09 O.s.f. ...........P(-)= 0.6 (-87.01 p.s.f. ) = - 52.21 p.s.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft= 229.47 MARK DESCRIPTION WIDTH HEIGHT TRIG. AREA POS.PRESSURE P.S.F. NEG.PRESSURE ZONE P.S.F. N.O.A. Gcp + Gcp A HORIZ-ROLLER IMP. 69.000 49.000 11.74 48.09 -52.21 INT (4) 13-1115.07 0.98769818 -1.08769818 P HORIZ-ROLLER IMP. 69.000 49.000 11.74 48.09 -64.06 END (5) 11-1114.06 0.98769818 -1.37539635 B HORIZ-ROLLER IMP. 73.000 37.000 9.38 48.60 -52.72 INT (4) 13-1115.07 1 -1.1 C HORIZ-ROLLER IMP. 36.0001 37.000 4.63 1 48.60 -52.72 INT (4) 13-1115.07 1 -1.1 D HORIZ-ROLLER IMP. 36.000 49.000 6.13 48.60 -52.72 INT (4) 13-1115.07 1 -1.1 D" HORIZ-ROLLER IMP. 36.000 49.000 6.13 48.60 -65.07 END (5) 11-1114.06 1 -1.4 E SINGLE -HUNG IMP. 19.000 26.000 1.72 48.60 -52.72 INT (4) 13-1115.08 1 -1.1 F HORIZ-ROLLER IMP. 52.000 37.000 6.68 48.60 -52.72 INT (4) 13-1115.07 1 -1.1 G SINGLE -HUNG IMP. 47.000 62.000 10.12 48.56 -52.68 INT (4) 13-1115.08 0.999085238 -1.099085238 H FIXED IMP. 43.000 62.000 18.51 46.65 -50.77 INT (4) 13-1115.05 0.952782024 -1.052782024 JOB NAME/ADDRESS- SHERMAN RESIDENCE - 9186 NE 99THST - MMM/SHORES, FL 33138 DESIGN CRITERIA FLORIDA BUILDING CODE 2010 WIND CODE: _ _ _ _ _ _ _ _ ASCE 7-10 MEAN ROOF HEIGHT: 15.00 EXPOSURE: C BUILDING RISK CATEGORY _ II CONSTANT- 0.00256 (GCPI): 0.18 WIND VELOCITY (V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT (Kz): 0.849 (KK#): 1 FIAT ROOF: N/A Q= 0.00256(Kz) (KztJ (Kd) (V) ^2 156.58 P.S.F71 W= Q (GCP +or- GCP! ) P= 0.6 W .......... (ASD) la P= W ............... (RRFD) o CALCULATIONS PROCEDURE EXAMPLE, USING MARK 1 W(+)= ..............56.58 p.s.f. ( 0.9468449 + 0.18 +63.76 p.s.f. W(-)= ..............56.58 p.s.f. ( -1.0468449 - 0.18 )_ -69.41 p.s.f. ..........P(+)= 0.6 (+63.76 p.s.f. ) - +38.25 p.s.f. ...........P(-)= 0.6 (-69.41 p.s.f. ) - - 41.65 a.s.f. WINDLOAD PRESSURE TABLE FOR• • - 186.67 F16rida Building Code Online http://floridabuflding.org/pryi)K-App-jst.aspx Search Criteria Refine Search Code Version 2010 FL# 14991.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Annileatlans ELA T -M Manufacturer Validated By Status FL14991 New Therma Tru Corporation FL#:FL14991.1 Ryan J. King, P. E. Approved Model: a. "Traditions" (813) 787-8283 Description: 3'0 x 6'8 "Impact" Steel Single Door - Inswing or Outswing (X Configuration) Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies "Approved by DBM Approvals by DBPR Shag be revawed and ratil led by the POC anti/or the Commission it necessary. Contact Us :: 1940 North Monroe Street, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement:: Accesshft Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mag address released In response to a pubic -records request, do not send electronic mag to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, kensees licensed under Chapter 455, F.S. must provide the Department with an email address itthey have one. The emals provided may be used for official communication with the licensee. However email addresses are pubiic 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 pubes To determine it you are a licensee under Chapter 455, F.S., please dick here. Product Approval Aooepfet ®IRM VEERommuffm Credit Caryl t;. SAFE 1 of 1 10/14/2013 12:42 PM R 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 Sub Category Manufacturer Product Name Category Therma Tru Corporation "Traditions" Exterior Swinging 118 Industrial Dr. Steel Door Doors Exterior Door Assemblies Edgerton, OH 43517 lnswing/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 1A 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 evaluation drawing has been developed in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ).See the Certification Agency Certificate for sizes, specifications and ratings. 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 FBC and does not require an impact resistant covering. This product 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 -14991.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item #39 meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using item #31 do not meet the water infiltration requirements for the "HVHZ" shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -14991.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard ETC 01-741-10622.0 TAS 201, 202, 203-94 2. Drawing No. Prepared by No. FL 14991.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) PF 1225 Sheet 1 of 1 Testing Laboratory ETC Laboratories Signed by Joseph L. Doldan, P.E. Sinned & Sealed by Lyndon F. Schmidt, P.E. Sinned & Sealed by Lyndon F. Schmidt, P.E. M_ - Lyndon F. Schmidt, P.E. FL PE No. 43409 3/21/2012 NOTICE OF PRODUCT CERTIFICATION �+��t•�� `1' CERTIFICATION NO: NI005312.01 DATE: 03/22/2012 CERTIFICATION PROGRAM: Structural F COMPANY: Therma-Tru CODE: T-052-1 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporation "Traditions Series" 118 Industrial Drive In -Swing & Out -Swing Edgerton, OH 43517 Opaque Wood Edge Steel Door Configuration: X Frame: W-953mm(37.5") H-2083mm(82.0") Panel: W-915mm(36.00") H-2013mm(79.25") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure = +67/-67 psf Large Missile Impact Rated Wind Zone 4 -Missile Level D Qualifies Configurations_ X Product Tested By Report No: Expiration Date: ETC, Inc. ETC 0l -741-10622.0 March 31, 2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 THERMAQ1RU 0 THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 43817 TEL. (419)298-1740 'TRADITIONS"" STEEL DOOR INSWING / OUTSWING GENERAL NOTES 'IMPACT" 1. This productevaluation drawing has been developed In compliance with the MID Roddo Building Code (FBC) Including the Mgh Veloclty Hurricane Zone (HVHZ). See the Certification Agency Certificate for sizes, specifications and rotbvL 2 Product anchors shall be as Died and spaced as shown on details. Anchor embedment to base material snag be beyond wag dressing or stucco. 3. When used in the WHr this product complies with Section 1626 of the FBC and does not require an Impact resfrtant covering. 4. When used in areas outside of the TfVHr requiring wind borne debris protection this product complies with Section 1609.12 of the FBC and does riot require an Impact resistant coverN. Tt>k product meets n e level "W and Includes Wind Zone 4 as defined in ASTM E 1996 and Section 16M.1 a4 of the FBC. S. For NOW framing con*uction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engine" amlyds by a licensed engineer or registered architect. 7. Outswing configurations using coastal outswing item 839 meet water infiltration requirements for 141W 8. inswing configurations and ovbwhg configurations using item 031 do riot meet the water infiltration requiremerds for the WW" and shag be Mailed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sip Is less than 46 degrees. 37.50' MAX. OVERALL WIDTH $ MNG 'FABLBOFCONrBNiS SHEBTo DBSCRMON 1 Typical etevolilm 099M pressures & generd notes 2 Door Panel details 3 Horizontal cross sections 4 VertiCN cross sectlons S Buck and imme ondwft - 2X luck masonry construction 6 Frame anchoring- IX buck nxwM construction 7 BM of Materials & om 37.50' MAX. OVERALL WIDTH $ MNG OVMAU PRAMS DIMENSION DESIGN PRESSURE (PSPJ POSOM NEGAVIM INSWING 37.60" x 82.13}- +67.0 -67.0 NG w/ low jw/ lowprofile bump threshold) 37-W x 80.66" 137,5VxMW +55.0 -67.0 WG w/ high (w/ high dam bump threshold) ( +67.0 -67.0 M. rn: FL -14991.1 Er or 7 EXTERIOR43 �'� r: v n w r ii R+ 4 d, Q 42 a INTERIOR 46 MAX. DOOR , M 10 w PANE. WCROSSSECTi®N IDTH a a _ wuEXTERIOR INTERIOR ro B tt t . o spear :,i°A' .r'.`•' 41 W Y` Q ti 1 •A J,�y� IP m A a vE ea. CROSS SECTION z o a aaFs 0311311-2 a N.T.S. JK m' am . LFS 3 Of*MM Mi FL-14991.1 c sees _2_ OFL �x H E 4 4 gW 10 INTERIOR 11 0' o EXTERIOR e. 3 3 40 7 3 8 W 17 3 ° � � �a 20 t 6 C A tV E -) i 3 4 S 3 H RIZOMAt CROSS SECTION D C 4 4 4 Strownw/1XWb-buck a m a. K 9 K 2740 q ° INTERIOR INTERIOR 11 10 ° .o as ° 7 EXTERIOR EXTERIOR 7 m e a gz z n U ° D L I ais~ Das° ` ° oea€� 03113112 Illy--CSMtK MK srn N.T.S. 6 �'') ') B owa. er: A m 1-1/4°MIN. cm E art LFS ; EMB jTYP.) 1-1/4°MIN. nqr z 1 HORIZOM CaROSS SECTION ii�IOMcn W�wm SECflON EMB. (TYP.) FL -14991.1 0 moi'--,.�. .. �-� ro 1" MIN. FROM ]"MIN. FROM —MASONRY EDGE MASONRY EDGE -+.- (TYP-) (TYP.) INTERIOR —"...W ..� EXTERIOR 1 VERT M CROSS SWWN a Insvtcon lin 2-1 /T MIN. FROM - - MASONRY EDGE (TYP.) 2-1 /2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE - (IYP.) (m' ► 3 VERTICAL MSS SECTION a ger co sit t fop keme� tr tratian 2-1 /2° MIN. FROM MASONRY EDGE —.. (TYP-) OSS SECTION 6%street 1 i 2-1/7 MIN. FROM 2-1/2" MIN. FROM �J► -. ".-- MASONRY EDGE MASONRY EDGE rla , o di t•' e _ INTERIOR E��i. �iif YgMCALC,ROSS SECTION v 2-1/2° MIN. FROM 21/2"MIN. FROM .�— MASONRY EDGE MASONRY EDGE - - VEROCAL CROSS SECTION - aOutAft conrwt1 Fr��v�tetinflkotion r eh JK m G en LFS ? Wm Ncu FL -14991.1 n T �_ 4 a ,e ae ..lit �o SEE NOTE 2 D (1 1SEE NOTE 2 MASONRY TYP. HEAD OPENING & JAMBS SEE NOTE 1 2X Sucre FRAME 2X BUCK TYP. HEAD & JAMBS �o SEE NOTE 2 (1 1SEE NOTE 2 N B=ANCHDRfMG S JAMB FUMFANCHORiNG HINGEJAMS Masonry u buck eonshcoon NOTES, 1. 1/4" Elco Concrete sorews anchoring 2x buck require a minimum 1"clearance to masorey edges, a 1-1/4" mtnlmum embedment and a mintmum 4"clearonce to adjacent concrete screws. Substitution of equal concrete screws from a dWWentsuppler may have different edge distance and centerdistance requirements. Concrete screw locations of the comers may be adjusted to maintain the mt ft m edge distance to mortar jokNs, if Concrete screw locations noted as MAX. ON CENi6Y mist be adjusted to maintain the minimum edge distance to mortarjoints, additional Concrete screws maybe required to ensure the maxknum on.centcrdimensbn is not exceeded. 2. 1/4"1TW concrete screws anchoring frame and/orsW require a minimum 2-i/2° clearance to masonry edges a 1-1/4" minimum embedment and a minimum Xclemance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to md*taln the minimum edge cWance to mortar kris 9 Concrete screw locates rioted as MAX. ON C8kfW must be adjusted to maintabh fie minimum edge distance to mortorjoints, additional Concrete screws maybe reputed to ensure the maximum on center dlknern ion h not exceeded JOW ITAil LATCH ADIi WITUTAa JK LFSN —o NOJ aee g is r �+ MASONRY _. TYP. HEAD G SEE NOTE 2 OPD4NG &JAMS SEE NOTE 1 F G SEE NOTE 2 FRAME 27 LAMN B DFA AWDETAIL 1X BUCK r` P SEE NOTE 1 SEE NOTE 1 a aP '. � r a STRUJAMB FRAMEANCHORDIG NItiGEJAMB 9 SEE NOTE i Masonry Tx tick conskudoniH rr 11 NOTES: T. 1/4" ITW concrete screws anchoring frame and/or sll require a mkdmum 2-1/2° clearance to masonry edges a m 1-1/4" mkdmum embedment and c mhhwm 3" dearance to adjacent concrete screws. Substlfution of equal o concrete screws from a dffferentsuppler may have different edge distance and center distance requkements. Concrete screw tocatiora at the corners may be adjusted to mafntafn the mWmum edge distance to mortar z JoInts. If Concrete screw Iocaffm noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge HINGE DkTAIL v distance to mortar joints, add §Dnd Concrete screws may be requked to ensure the mwdmum on center um 03113112 dknension is not exceeded. som N.T.S. 3 Gm 2 3/16" fTW concrete screws anchoring kome andlorsl8 require a mudmum 2 SArctsaronce to masonry edges, a art JK m' CHL or.. LFS 3 S 1-1/4" mkdmum embedment and a minimum 21/4" clearance to adjacent concrete screws unless otherwIse ra noted by concrete screw manufacturer. DRAWW FL -14991.1 N a I �--- 2.3d I9 � JHatr�ib � e rL � T i-4.625°---� 11 t1tlMP DACE 111R�fOLD LOW PROFILE o tl � AILL OF MATERIAL8 nEM DESCRIPTION MATERIAL A IXBUCKSG>=0.55 WOOD B 2X BUCK SG >- 0.55 WOOD C MAXI 4 SHIM SPACE WOOD D 1 4 X 2-3/4 PFN ELCO CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4"X1 -3/R' HW CONCRETE SCREW STEEL G 3/15' X 3.1 /4 PFH TNN CONCRETE SCREW STEEL H 1/4x 3-1/4 PFH I1W CONCRETE SCREW STEEL I Ile X 2-11,C PFH TNN CONCRETE SCREW STEEL J 1114f X 3 3/4" PFH ITW CONCRETE SCREW STEEL K #10 X T PFH WOOD SCREW STEEL L #10 X 2-1/7 PRH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP ERMA-TRU FOAM 8 LONG REACH O RBWN WEATHER-STRIP (THERMA-TRU) FOAM 9 4 X 4 HINGE .097' THK. (THERMA-TRU) STEEL 10 # 10 X 3/4 PFH WOOD SCREW GE TO FRAME) STEEL T 1 #10 X 1" PFH WOOD SCREW STEEL 17 PASSAGE LOCK - KWIKSET SIGNATURE SEES STEEL 19 HEADER JAMB 4.656 X 12Y THERMA TRU, PIN SG >= 0.42 WOOD 20 SIDE JAMB 4.6w X 125' THERMA TRU SG >= 0.42 WOOD 21 DEADBOLT - KWIKSET SIGNATURE SERIES STEEL 27 LATCH STRIKE PLATE STS 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING SADDLE THRESHOLD ALUM.COMP. H WATER DAM THRESHOLDU RF STEEL DOOR - SEE DOOR PANEL DETAL SHEET FOR DETAILS 41 DOOR SKIN: 25GA. (J)1V MN. Fy = 27.830 PSI MN.) STEEL 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMP. 46 POLYURETHANE FOAM (BASF,1.91bs. DR49M FOAM I �--- 2.3d I9 � JHatr�ib � e rL � T i-4.625°---� 11 t1tlMP DACE 111R�fOLD LOW PROFILE o tl � u IAM I•DADE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Munni, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 my-ly-M1awidadt um/her-al PGT Industries 1070 Technology Drive, Nokomis, 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 AHI 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 "570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. 'APPROVAL DOCUMENT: Drawing No. MD-SGD570-01 Rev B, titled "Vinyl SGD", sheets 1 through 13 of 13, prepared by manufacturer, dated 10/11/11 and last revised on 02/04/14, signed and sealed by Anthony L. Amer, 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: 1. See table 2 (sheet 8), table 3 (sheet 9) and table 4 (sheet 9) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 6) and anchors requirements. See sheet (8) for various panels configurations and limitations. 2. Rigid White PVC, Tan (Non-white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA99) requirements, 3. Egress operable doors must comply with min clear width or height per FBC, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-1018.19 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 13-1125.05 -� Expiration Date: April 14, 2016 Approval Date: February 13, 2014 Page 1 11�14 q"3 U-ov PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # 11-1018.19 /011-0107.01). 2. Drawing No. MD-SGD570-01 Rev B, titled "Vinyl SOD", sheets 1 through 13 of 13, prepared by manufacturer, dated 10/I 1/11 acid last revised on 02/04/14, signed and sealed by Lynn Miller, P.E. Note: This revision consists of series changes, addition of Tan & Brown coated PVC and non - sill riser water rating use and limitations. B. TESTS (Submitted under files # 11-1018.19 /#11-0107.04) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94 along with marked -tip drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge, A. Causo, P. E. C. CALCULATIONS (Submitted under files # 11-1018.19 /#11-0107.04) 1. Anchor verification calculations and stnictural analysis, complying with FBC-2007, prepared by PGT, dated 02/16/11 and last revised on 3-11-11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/14. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their "VE 1000 Tan (Non -White) Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 12-1017.01 issued to Vision Extrusion Ltd for their "Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/14 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09, per ASTME-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14, 2016 Approval Date: February 13, 2014 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No. 11-0624.02 issued to E.i. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass W, expiring on 01/14/17. 6. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12-11-2016. F. STATEMENTS 1. Statement letters dated NOV 141 2013 of compliance to FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E 2. Statement letters dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. (Submitted under file #11-0107.04) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises #11-1018.19 (# 11-0107.04), expiring April 14, 2016. 2. PGT e-mail dated 02/04/2014 and 11/23/11 by Lynn Miller, P.E. confirming extent of revisions. 3. Test proposal # 10-0767, dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E. 4A ,, shaq L Chanda, P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14, 2016 Approval Date: February 13, 2014 E-2 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR$ T=TEMPERED, HS -HEAT STRENGTHED, AN=ANNEALED, 80.090 DUPONT SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASV PLUS). PVB=.088 DUPONT BUTACITE PVB: GLASS TYPE A: 3118" HS GLASS +.O90" SO INTERLAYER + SHS" HS GLASS + 7118° AIR SPACE + 3118 T CAP GLASS TYPE B: 3118" HS GLASS + ,090° PVB INTERLAYER + 3118 —AN GLASS + 711(" AIR SPACE + 3118" T CAPS GLASS TYPE C: 3118 FTS GLASS + ,098 PVB INTERLAYER + 3118 AN GLASS + 9/18 AIR SPACE WITH MEAT -MIRROR FILM + 3MW T CAP 3fw Ts euws - APPROVED BACKBEDDINGS ARE GE 7700 AND DOW -CORNING 98& DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 8 & 9 LARGE & SMALL MISSILE IMPACT 1 -ills, NOM. 1-u1e• NOM. 7118•AI:SPACE 711VAIRSPACE Nodi 31IT AN GLASS SACKWDDING 9116• HS GLASS SURFACES SHALL NOT BE PAINTED OR LAMINATED. 3) FOR MASONRY APPLICATIONS IN MIAM -OADE COUNTY, USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: w- A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. 3M•AN GLASS �'� WIT JL4 GLASS — 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. �' Vie, 114" ELCO ULTRACON OR 114" ELCO CRETEFLEX. SEE TABLE 1, SHEETS FOR DETAILS. BEUPONTY EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS 9M8 T GLASS ,D ,4�' DUPONT AW PVB bete 11/18/10 7116• PAINTEDf l , T GLASS �' URFACE ?A, LINES) 7116' Rew B 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. MAXIMUM OF (8) EIGHT PANEL 3M6• T GLASS THS• CONFIGURATION FOR FRAME HEIGHTS UP TO 98" OR (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 98" AND UP TO 12(°. I 11) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-10-002-7MA) & 10-008-10231; CAMBRIDGE 635763-08; ELOO ULTRACON PER CURRENT NOA; PAINTED! LAMINATED SURFACE 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET S. ALL WOOD BUCKS ESS THAN 1-112" THICK ARE TO BE CONSIDERED IX POM (NON-WHITE) RIGID PVC PER CURRENT NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC PER CURRENT NON GLASS TYPE "C" NOM PVB LAMINATE, INSULATED WITH HEA RROR FILM (DASHED LINES) INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR PREVIOUSLY KNOWN AS THE 2870 SERIES. GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND 7 GLASS GLASS7 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. BRE I I 3 SITE I I 3 NOA DRAWING MAP 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED, IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MM., (DONE BY OTHERS) (MAX. , GHEE 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, 30 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, ORGENERAL NTED13 NOTES .......... 1 AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC. GLASS TYPE " L� ANATED GLASS TYPE "B" GLAZING DETAILS ......... 1 SG LAMINATE, SURFACE PVB LAMINATE, ELEVATIONS..................2-4 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE INSULATED GLASS (DASHED LINES) INSULATED GLASS HORIZ. SECTIONS ......... 5 THE EMBEDMENTS SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE VERT. SECTIONS ........... 6 SCOPE OF THESE INSTRUCTIONS. 13/18• NOM ACCESSORIES...............7 WIT AIRSPACE DESIGN PRESSURES .... 8-9 7) DESIGN PRESSURES: . LYNN ��`IREMENTS ��N J N � Fq �'�,� Qa+ : A No, 68705 = = !-o ' h �/ :��' . ST tE _: %, �` ' •.FLORl01 • �� SS+�ONA��-t�� ` A L�%IGd1MbLL� P E P E.s mm A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. 3M•AN GLASS S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E•1300. WIT JL4 GLASS — 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. T MutROR FILM THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE RnUm RENAMED 2870 EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS 9M8 T GLASS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DUPONT AW PVB bete 11/18/10 7116• PAINTEDf l , 9) SHUTTERS ARE NOT REQUIRED. �' URFACE ?A, LINES) � MD-SGD570-01 Rew B 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. MAXIMUM OF (8) EIGHT PANEL BOL E CONFIGURATION FOR FRAME HEIGHTS UP TO 98" OR (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 98" AND UP TO 12(°. I 11) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-10-002-7MA) & 10-008-10231; CAMBRIDGE 635763-08; ELOO ULTRACON PER CURRENT NOA; I � ELCO CRETEFLEX PER CURRENT NON VISION EXTRUSION, LTD: WHITE RIGID PVC PER CURRENT NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON-WHITE) RIGID PVC PER CURRENT NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC PER CURRENT NON GLASS TYPE "C" ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM-20DS ALUMINUM DESIGN MANUAL PVB LAMINATE, INSULATED WITH HEA RROR FILM 12) THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS, (SG) INTERLAYER. UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE GLASS PREVIOUSLY KNOWN AS THE 2870 SERIES. LIST....................11 TYPES................13 PANOUCT1tYV %W IIIf NNIS 10! Flo/Wl �fpinKo� DM+ S4• l ti. INSTRUCTIONS: REQUIREDG THE FOR THE� 1 SLIDING NGLASS DOORS MAY BE DETERMINED FROM THE DEOF THE SIGN �PRESSSTHE UREOTAB ESS.. FOR GLASS TYPES B OR C. USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET S. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE 3) CHOSE WHICH ANCHOR OPTION (A -D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 6, ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURETABLES(TABLES2-4,SHEETS8&9),VERIFYTHATTHEREQUIREDDESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN 6) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. 8) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. . LYNN ��`IREMENTS ��N J N � Fq �'�,� Qa+ : A No, 68705 = = !-o ' h �/ :��' . ST tE _: %, �` ' •.FLORl01 • �� SS+�ONA��-t�� ` A L�%IGd1MbLL� P E P E.s mm 10/11/11 FBC 2010 CODE ft*ww J.R. Dam 11/05/13 RnUm RENAMED 2870 GENERAL NOTES & GLASS TYPES J ROSOWSKI I=TEOMOLOGYDRM AGVFAIClvFL9447[t P O � Im � nW VINYL SGD INSTALLATION GUIDELINES bete 11/18/10 � smlee 670/2770 NTS 1 OF 13 � MD-SGD570-01 Rew B CERT. OFAUM 2 -TRACK CONFIGURATIONS W MAX. MAX . ANCHOR ANCHOR LOCATIONS FOR DCTAIL A LOCATIONS FOR SWAN POCKET OONOTHCNS. ,E�.. COMMON& 21.5• . ` ANCHORS INTO MAX. 12' MAX. O.0 P-HOOY- OA. 1 ANCHOR LCEET ABLE 1 ANCHOR @ CENTER LOF E B1 EACH PANEL.BEE TABLES ® • EACH PANEL SEE TABLES . ON SHEETS 8&0. �,. ONSHEET88&8. TAIL 188H88T APPRDXW.DeTAIL A Wr! - .ram Olm—litr 3218' MIN.O.C. 2 ANCHORS @ CENTER OF 2 ANCHORS @ CENTER OF pE7g8, EACH PANEL SEE TABLES ON DET 2 EACH PANEL SEE TABLES 88&8. Exr.- • ONSHEETSS&S. EXT -T 4•. MIN.O.C. 4' MIN.OA. 3218' MR O.C. CLUSTER OF 3 ; :. CLUSTER OF 3 ANCHORS @ STILE ANCHORS @ STILE oETA1L INTERSECTIONS.WTERSECTt0H18.SEE . SEE TABLES ON TABLES ON MEETS 8 & B. EXT -SHEETS 888. EXT. 4• MIN. o.C. 4' MIN.O.C. C MN.O.C. O81 C2 CLUSTER OF 6 CLUSTER OF 8 ANCHORS ANCHORS @ STILE @STI.EINTERSECTIONS. 2.378' TYP. INTERSECTIONS. O8TA8. • • . SEE TABLES ON SHEETS SEE TABLES ON B&B. w.v , i ] SHEETS 8 & & 3218' MIN.O.C. 4' MHN. D.C. 8' MAX. W MAX. END Or O END OF ATTACHED JAMB -ATTACHED JAMB OE A0. D SAB, 1 ANCHOR @ 1 ANCHOR @ S&L ENDS. EXTr HEADENDS. IXT•V fi= SEE TABLE 1, SHEET 8 FORANCHOR EDGE DISTANCE AND EMBEDMENT. WEEPHOLE PATTERN @ 24.O.C. WEEPHOLE PATTERN @ SILL ENDS (SEE TABLEAPPLICABLE.R 4)P %%I - LYNN ' NO.68705 9 A EIT i '0"011A S�Cj �• ; ANAL E a LtiNRRMILL6f¢`�E PEA 68708 CERT.OFAUTFL 9YBHBB DAYUGH7OPENINO PL0� WIDTH: PANEL WIDT 84818' HEIGHT: PANEL HEIGHT- 83118' PANEL HEIGHT a FRAME HEIGHT -2.8' PANEL WmTH DBTAR oBr 3 BHEBT r - a1 (@ HEAD &Sw j8• MAX.. F� (HEAD888.L) 1I" THIS CTM2ANCHOR CON(7(iURAT10N SHOWN; M,EE APPLICABLE OP TABLES %3OR4) NOTES: 1) FOR CONFIGURATIONS. SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. SEE TABLE 1 SHEET 6. 3) DAYLIGHT OPENING (DLO) FORMULAS. WIDTH: PANEL WIDTH - WO' HEIGHT: PANEL HEIGHT.84MIP J.J. 1 10/11/11 IFBC 2010 PANEL HEIGH DLO L rYAbUCT kYVI.ED u ft"* 6 with the wrld► AteWamNo' Z ts>,Hru+o. as �GL/—low J.R. 1 11/06/13 ICORRECTDLOI vswoffm or. ANCHOR LOCATIONS (2 TRACKS) J ROSOWSKI M SGD INSTALLATION GUIDELINES 11/18/10 670/2770 NTS 2 OF 13 1 D-SGD670-01 I B DAYLIGHT OPENING WIDTH NMI. • MAL DAYLIGHT SHEEP OPENING / HEIGHT xORXY x PANEL TYPE PANELTYPE / POCKET 1 AI. BY BHeET SHEET / OTHERS / (UNDER SEPARATE a a /APPROVAL • 3Heer _ INTMj • ¢ PM SHOWN Cy OF PANEL C _ -:- --- ------ W MAX.. H�— (HEAD 8 SIU-) ET THIS t�T AII. MNL H2 C4+1 ANCHOR CONFIGURATIONSHOWN; (SEE TABLEAPPLICABLE.R 4)P %%I - LYNN ' NO.68705 9 A EIT i '0"011A S�Cj �• ; ANAL E a LtiNRRMILL6f¢`�E PEA 68708 CERT.OFAUTFL 9YBHBB DAYUGH7OPENINO PL0� WIDTH: PANEL WIDT 84818' HEIGHT: PANEL HEIGHT- 83118' PANEL HEIGHT a FRAME HEIGHT -2.8' PANEL WmTH DBTAR oBr 3 BHEBT r - a1 (@ HEAD &Sw j8• MAX.. F� (HEAD888.L) 1I" THIS CTM2ANCHOR CON(7(iURAT10N SHOWN; M,EE APPLICABLE OP TABLES %3OR4) NOTES: 1) FOR CONFIGURATIONS. SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. SEE TABLE 1 SHEET 6. 3) DAYLIGHT OPENING (DLO) FORMULAS. WIDTH: PANEL WIDTH - WO' HEIGHT: PANEL HEIGHT.84MIP J.J. 1 10/11/11 IFBC 2010 PANEL HEIGH DLO L rYAbUCT kYVI.ED u ft"* 6 with the wrld► AteWamNo' Z ts>,Hru+o. as �GL/—low J.R. 1 11/06/13 ICORRECTDLOI vswoffm or. ANCHOR LOCATIONS (2 TRACKS) J ROSOWSKI M SGD INSTALLATION GUIDELINES 11/18/10 670/2770 NTS 2 OF 13 1 D-SGD670-01 I B 3 -TRACK CONFIGURATIONS B' MAX DETAIL 1 ANCHOR® ANCHOR �EXi. • '.. LOCATKINSFOR ONSHEMS&9. 4' MW.O.Q POcW CONOmom. DETAIL O2 • EACH PANEL SEE TABLES ANCHOM INTO tYMAX.O.C. ; C MIN. O.C. L P•HOOX 1ANCHOR@ CENTER OF EACH Fm—r- B1PANEL. SEE TABLES EXT.r ONSHEETS8&9. 8` MW.O.Q _ 2ANC{ORS@ 06TALL 4.78' CENTEROFEACi O.C. PANEL. SEE TABLES EXT.V ON SHEETS •&9. 3219' MN. O.C. TABLES ON SHEETS CLUSTER OF 3 8&9. ANCHORS @ STILE ® INTERSECTIONS. EX7.•H/ SEETABLESON (TO END OF .... SHEETS 8&9. ATTACHED JAMB 4• MW. O.C. C MIN.O.C. BILL ENDS. CLUSTER OF 5 ANCHORS @ 4.78' STILE O.C. INTERSECTIONS. SEE TABLES ON EXT.V .. SHEETS 8 & B. 0 T 3218' MN.O.Q W MAX (TODD OF ATTACHED JAMS OETALL D 1 ANCHOR @ E%Tr HEADENDS. 1)FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET S. 3) DAYLIGHT OPENI•Xi (DLO) FORMULAS. WIDTH: PANEL VVIDTH - WO* HEfGHT: PANEL HEIGHT • 84f78' 4) PANEL HEIGHT a FRAME HEIGHT- 2.8' APPROX 8', NONSTRUCTURAL (HEAD &BILL) 8• 1 MAX OETA0. ANCHOR ,4EXT. LOCATIONS FOR BYPASS CONDITIONS. 21.8' MAX. O.C. j DAYIDT HT • OPENWO oeran. Bf�ET 8 'X' OR b 9C 'X' OR'O' PANELTYPE PANELTYPE PANELTYPE POCKET BYIF OTHERS ran 2 �17 (UNDER . 0 r SEPARATE APPROVAL) ASTRAGAL INTETILOCX /SHovm 3HI>1F81 I a a MEETa EiDAYL� C�OF ) HEIGHT I OF - --- ---- ---�• PANEL P 8' MAX (HEAD&81L1) � TAIL D7 D8TA4 DETAIL DETAIL TM8 THIS FIIEB 188HEE TR888HE6 C841ANCHOR CONFIGURATION C3+2 ANCHORCONFIOURATION SHOWN: (BEE APPLICABLE OP SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) TABLES 2, 3 OR 4) WF♦: LE PA I ItKN(Q) Z4" w.;. 4YNW 4111, � •GENSF • ; �.� ' No. 58705 O•..CL ST iFf '•(!J� IO70IEC9NOLOGYDRIVE �'��'••FLORLOP.•'G\=�� PLVB=FL31S78 P.WO F im NO4 P.E.N A.L{'CERT.OPAUTH,X 2� P.E.d 6870b5 WEEPHO-E PATTERN 0 SILL ENDS J.J. 1 10/11/11 IFBC 2010 8' MAX. W MAX. MEAD & SILL) nmucrutyaw ,.. (y � J.R. 1 11/05/13 1 DETAIL E vacefto D,er ANCHOR LOCATIONS (3 TRACKS) J ROSOWSKI JYL SGD INSTALLATION GUIDELINES 11/18/10 s AAM& Wme paeHngf4o. Rev: 570/2770 NTS 3 OF 13 MD-SGD570-01 I B 1 ANCHOR® CENTER OF EACH O PANEL. SEE TABLES EX ONSHEMS&9. 4' MW.O.Q 2 ANCHORS @ CENTER OF DETAIL O2 • EACH PANEL SEE TABLES ONSHEE788&9. - C MIN. O.C. L CLUSTER OF 3 ANCHORS @ STILE 0311 INTERSECTIONS. SEE EXTvTABLES ON SHEETSB&9. 8` MW.O.Q 4• MIN. O.C. CLUSTER OF 6 ANCHORS2.37 ;EXT.V @ STILE INTERSECTIONS.BEE TABLES ON SHEETS 8&9. 3219' MIN. O.C. 8' MAX. (TO END OF ATTACHED JAMB DhT/VL F 1 ANCHOR @ BILL ENDS. E)Ci:I j DAYIDT HT • OPENWO oeran. Bf�ET 8 'X' OR b 9C 'X' OR'O' PANELTYPE PANELTYPE PANELTYPE POCKET BYIF OTHERS ran 2 �17 (UNDER . 0 r SEPARATE APPROVAL) ASTRAGAL INTETILOCX /SHovm 3HI>1F81 I a a MEETa EiDAYL� C�OF ) HEIGHT I OF - --- ---- ---�• PANEL P 8' MAX (HEAD&81L1) � TAIL D7 D8TA4 DETAIL DETAIL TM8 THIS FIIEB 188HEE TR888HE6 C841ANCHOR CONFIGURATION C3+2 ANCHORCONFIOURATION SHOWN: (BEE APPLICABLE OP SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) TABLES 2, 3 OR 4) WF♦: LE PA I ItKN(Q) Z4" w.;. 4YNW 4111, � •GENSF • ; �.� ' No. 58705 O•..CL ST iFf '•(!J� IO70IEC9NOLOGYDRIVE �'��'••FLORLOP.•'G\=�� PLVB=FL31S78 P.WO F im NO4 P.E.N A.L{'CERT.OPAUTH,X 2� P.E.d 6870b5 WEEPHO-E PATTERN 0 SILL ENDS J.J. 1 10/11/11 IFBC 2010 8' MAX. W MAX. MEAD & SILL) nmucrutyaw ,.. (y � J.R. 1 11/05/13 1 DETAIL E vacefto D,er ANCHOR LOCATIONS (3 TRACKS) J ROSOWSKI JYL SGD INSTALLATION GUIDELINES 11/18/10 s AAM& Wme paeHngf4o. Rev: 570/2770 NTS 3 OF 13 MD-SGD570-01 I B 4 -TRACK CONFIGURATIONS I NON9T„PPRO. (1tEAo&snJ.) 9' MAx D�AIL ANCHOR LOMTIONS FOR POCKET CONDITIONS. ANCHORSINT0 12' MAX. O.C. - P"H00% 8• MAX. ® ANCHOR LOCATIONS FCH BYPASS CONDITIONS. 21.8' MAX. O.C. 1 ANCHOR S CENTER OF DETAIL 1 EACH PANEL. SEE TABLES ON SHEETS 8 & 9. EXT.'► 2 ANCHORS S CENTER OF WD.C46.76' EACH PANEL . SEETASLESONSHEETS EXT.VB&& T Q (ANCHOR@ EXT!( CENTER OF EACH PANEL SEE TABLES ON SHEETS 8 & 8. 2 ANCHORSS CENTER OF Ap, EACH PANEL SEE TABLES ON SHEETS 0&9. we, MIN, D.C. 3218' MIN. O.C. CLUSTER OF 3 C9 ANCHORS S STB.E CLUSTER OF 3 EXT!( INTERSECTIONS. ANCHORS S STILE 'BEE TABLES ON INTERSECTIONS. SEE SHEETS 8&9. DETAIL 1 ' TABLES ON SHEETS$&9. EXT.V 4' MIN.O.C. 3219' MIN.O.C. 4' MIN. O.C. CLUSDER OF 5 DETAIL ANCHORS S STILE CLUSTER OF 8 4.76'INTERSECTIONS. • ANHORS S STME O.C. SEE TABLES ON 238TYP. INTERSECTIONS. SHEETSS&8. SEE TABLES ON SHEETS 8 & 9. DETAIL EXT:( EXT.( 3219'MIN.O.C. — 321WMIN. O.C. 8. MAX 8' MAX. (TO END OF {TO END OF ATTACHED JAMS DETAO. ATTACKED JAMB MTVtANCHOR3 �7AIL 1 ANCHOR @ • WL ENDS. HEAD END& EXT.V 1) FOR CONFIGURATIONS. SEE SHEET 12, 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET & 3) DAYLIGHT OPENING (DLO) FORMULAS, WIDTH: PANEL WIDTH • &9/18' HEIGHT' PANEL HEIGHT •8•ST1S* 4) PANEL MEOW - FRAME HEIGHT • 20 oEf�1 IDETAIL FTM.. DETAIL AIL TH18 THIS (HEAD&SSILL)��-- A& 1 DETAIL TH6 CS+, ANCHO��fTICONFIOURA ON SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) 1 DETAIL C3+2 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2, 3 O 4) WEW,%QL. E PATTERN ® 24° O.C. LYNN 4f ` No. 58705 ZITA -El DNA` �� AI.�iJ14:u P,E. P"58705 WEEPHOLE PATTERN 0 SILL ENDS im 1150INawwolm N. VEAM FL X= ROL BOX T529 NOXOM%9, FL 34274 CEU..CFAUTMl28M Pe*Wilr VM I ftww a 10/11/11 IFEC 2010 CODE ftww&A Dame RerbJo2 J.R. 11/06/13 DETAIL E ANCHOR LOCATIONS (4 TRACKS) 1 8' MAX. (®� �� MAX., {HEAD & 881) DETAIL THIS f✓Rf wr kwv"o YommomvGbUul 1• 142 via ==" ' J ROSOWSKI IYL SGD INSTALLATION GUIDELINES 11/18/10 570 /2770 NTS '4 OF 13 1 M SGD670-01 B w (HEAD&SSILL)��-- A& 1 DETAIL TH6 CS+, ANCHO��fTICONFIOURA ON SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) 1 DETAIL C3+2 ANCHOR CONFIGURATION SHOWN; (SEE APPLICABLE DP TABLES 2, 3 O 4) WEW,%QL. E PATTERN ® 24° O.C. LYNN 4f ` No. 58705 ZITA -El DNA` �� AI.�iJ14:u P,E. P"58705 WEEPHOLE PATTERN 0 SILL ENDS im 1150INawwolm N. VEAM FL X= ROL BOX T529 NOXOM%9, FL 34274 CEU..CFAUTMl28M Pe*Wilr VM I ftww a 10/11/11 IFEC 2010 CODE ftww&A Dame RerbJo2 J.R. 11/06/13 DETAIL E ANCHOR LOCATIONS (4 TRACKS) 1 8' MAX. (®� �� MAX., {HEAD & 881) DETAIL THIS f✓Rf wr kwv"o YommomvGbUul 1• 142 via ==" ' J ROSOWSKI IYL SGD INSTALLATION GUIDELINES 11/18/10 570 /2770 NTS '4 OF 13 1 M SGD670-01 B DETAIL 1 DETAIL 2A DETAIL 2B D_E T—A I L-31 1XOR2XWOOD INTO MASONRYI ASTRAGAL INTERLOCK I INTO MASONRY I SUCKSTRIP.3EE CONCRETEICMU THP. ANCHORTYPE. EMBEDMEMAND EDGE REQUIRED IF DOOR 1X BUCKSTRIP NOTE 4, SKEET 1 PERANCHCM DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 0 HEIGHTIS OYER O V .'bCOXCRETFJCMU ..: REf:U1REMENT EDGEDISTANCE -I ASTRAGALADDAN PERANCHOR j NON-STRUCTURAL ASTRAGALADDAAIREMF. REQUIREMENT EMBED ` , 910 X 2-118' SMS\ P r � LENT b RE INFORCEMENTSCREW.6 a' OPTKxJ/U PERASTRAOAL, EQUALLY -SPACED AND 7' t FROM ENDS (FACTORYv v THP. ANCHORTYPE, EMBEDMENT MAX. 21 MISTALLEI4 g ' ° AND EDGE DISTANCE PER . • SUBSTRATE, SEE TABLE 1, SHEET 8 10INTMOCK EDGE EXTERIOR �.•` : DISTANCE ASTRAGAL AL Box SCREEN •.. � TOIL PANEL WIDTH L�� PANEL WK1TH fon �– 114' MAX. I�(��p�'L,II LOCKSTILES, I� DOOR FRAME VADTH —_� ASTRAGALS. THP. ANCHOR TYPE. EMBEDMENT FDD DOOR FRAME WIDTH AND EDGE DISTANCE PER STILES AND 1M' MAX. 8B SUBSTRATE. SEE TABLE 1, SHEET 8 HOR03Xd'TAL ' RAILS o o EDS EDGE SEENOTES DISTANCE 9SX3wSMSREINFORCEMENT q o p '•' DISTANCE 3&6maw 11JJ SEW; 3 PER RAIL. LOCATED �r----� ATCENTERLUtE AND B• FROM EN09 (FACTORY INSTALLED) . '�-,�---�L-_IIL2-W ROW2-W ROW INTERLOCKS TYP.ANCdORTYPE, 8PAG2i0 9 8 ' �.• T SPACING ONLY EMBEDMEMAND RATEDGE :I !K'91iYC7'16GVLi�Y DISTANCE ABLE 1,SHEET0 Siam, bidde9BNW 3EE TABLE 1, 8HEET 8 EDGE ,^ MENTEMSEA J DISTANCE FIXED PANEL CLIP *Ms 1 AND ANCHORS, SEE ..`•..iCGNCRETHOR .]_ 18 se PER ANCHOR I 2X WOOD BUCKSTRIPDETAILSHEET 7 11 8TANDAR08GREEN REQUIREMENT OR FRAMING. SEE EMBEDMENT FIXED STILE EXTERIOR –�'I •U4' MAX. TYP. ANCHOR TYPE. EMBEDMENT PANEL WIDTH NOTE 4. SHEET 1 AND EDGE DISTANCE PER SUBSTRATE, ORFRAMIINGGSEE P EDGESEE TABLE 1, SHEETS NOTE 4, SHEET DETAIL 3 DETAIL 2131,DETAIL 3 DISTANCE -" INTO WOOD wrERLocx INTO MASONRY `_ANCHOR EMENT 114' 'Q MAK NOTES 11111 i' 1) DETAILS APPLY TO 2.3 AND 4TRACK ``�� ,( l�(Pj(� ///j RaNsadBx Omta T P -HOOK oOPTIONAL 2)SEESCONFIHEETS24FOR ANCHOR LOCATION BSPACINO. ��'��,ENSfiu p% �:• J.J. 10/11/11 FBC201000DE `q�� 3)SEETABLES 24FOR REINFORCEMENT i '* ReWedBp. Oft R9ww KATE (irI. a.� a4CONTINUODUSANCHOR PLATE, ITEM 98,ISREQUIRED = No. 58705 J.R. 11/05/13 ATHIS SHEET PANEL MID SPAN AT ALL FRAME ANCHOR LOCATIONS. 6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR – = 14111 ONpe3p. ®P HOOK v EXTERIOR ='°?� ii ! �= HORIZONTAL INSTALLATION DETAILS J ROSOWSKI T EM; 910 X 1-U4• PNET P -HOOK e��,LAD"O" ,.PPRocen.,TELYT„E FULL LENGTH OF THE EXTRUSION. REFER TO TEST 'Off''• • �a�Op, �'� '� ' ' 10707ECW=OOYDRW � � 7B Tw (��2sr3'oc. �7 REPORrswREXACTDI DIMENSIONS. co •••...... • C� P VINYL SCID INSTALLATION GUIDELINES 11/18/10 DETAIL 1 �r. �� N OKO" a3W4 swwwwdg� Meet A•m"m �r INTO WOOD P.E. CW.OF'AUTN 6 570/2770 NTS 5 OF 13 MD-SGD570-01 B pp—owns P.EO b87fd FRAME HEIGHT, SEE TABLES 2,384 1f4° , ] MAX. GROUTAS NEEDED, .•. ;.o„°.. • R .• NOTE B. d • MIN. 2.1 Af SHEET 1 coNCRErE � SOA PER=@ R �REEE TABLEtT. 1, TYP. ANCHOR TYPE, EMBEDMENT SEE TABLE 1. AND EDGE DISTANCE PER SHEET 8 SUBSTRATE, SEE TABLE I. SHEETS DETAIL 5 INTO MASONRY DETAIL 4 INTO WOOD TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE MR SUBSTRATE, SEE TABLE 1, SHEET 8 2318' 2X WOOD SUCKSTRIP OR FRAMING. SEE NOTE 4. SHEET 1 L DETAIL 5 INTO WOOD $8 x 314• SMS REINFORCEMENT SCREW; 7 FERSTILE, LOCATED AT CENTERLINE AND W. 9.8 tr FROM ENDS (FACTORY INSTALLED). SO.L RESER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE. SEE TABLE 19 A, SHEETS 889. n CD EDW DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 3-ufr RISER DETAIL 4 INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 2.318' EDGE RpNe D�1'AI4CE Twe (� n lrlr--Im MAX. TABLE 1. ANCHOR TYPES: TYP.ANCHOR TYPE, EMSEDMENTMO EDGE DISTANCE PER SUBSTRATE, - SEE TABLE1.SHEET B EDGE DISTANCE DETAIL 4 INTO ALUMINUM IAT° MIN. �83-TS ALUMINUM SUBSTRATE METAL SUBSTRATES TO BE PROPMY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP.ANCHOR TYPE, EMBEDMENT ME EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET f lnintum Min, Edge P••••P DETAIL 4 J.J. M FBC 2010 CODE ndro MASONRY SubaVete Anchor Embedment tx euacsrRna 17ms: Rerlakrr 012 Shoal Metal somw W) 14V 3W TV. ANCHOR TYPE, EMBEDMENT AND MIN. 2.7 K81 CONCRETE GEDGE DISTANCE PER SUBSTRATE, HEAD PER ANCHOR SEE TABLE 1. SHEET 8 REQUIREMENT, SEE 2 W TABLE 1, SHEET 8 ROW EDGE BPACINO DISTANCE L EMBED - U4° Emo Cnde•Flax 884 I 1-w •d• •i. Ak ralman, 9083.78 mkL 012 Sheet Mee Suety (08) 0.128° 1f2' CW. OFAUM Steel Slue, Or. 33 min. FRAME HEIGHT, SEE TABLES 2,384 1f4° , ] MAX. GROUTAS NEEDED, .•. ;.o„°.. • R .• NOTE B. d • MIN. 2.1 Af SHEET 1 coNCRErE � SOA PER=@ R �REEE TABLEtT. 1, TYP. ANCHOR TYPE, EMBEDMENT SEE TABLE 1. AND EDGE DISTANCE PER SHEET 8 SUBSTRATE, SEE TABLE I. SHEETS DETAIL 5 INTO MASONRY DETAIL 4 INTO WOOD TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE MR SUBSTRATE, SEE TABLE 1, SHEET 8 2318' 2X WOOD SUCKSTRIP OR FRAMING. SEE NOTE 4. SHEET 1 L DETAIL 5 INTO WOOD $8 x 314• SMS REINFORCEMENT SCREW; 7 FERSTILE, LOCATED AT CENTERLINE AND W. 9.8 tr FROM ENDS (FACTORY INSTALLED). SO.L RESER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE. SEE TABLE 19 A, SHEETS 889. n CD EDW DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 3-ufr RISER DETAIL 4 INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 2.318' EDGE RpNe D�1'AI4CE Twe (� n lrlr--Im MAX. TABLE 1. ANCHOR TYPES: TYP.ANCHOR TYPE, EMSEDMENTMO EDGE DISTANCE PER SUBSTRATE, - SEE TABLE1.SHEET B EDGE DISTANCE DETAIL 4 INTO ALUMINUM IAT° MIN. �83-TS ALUMINUM SUBSTRATE METAL SUBSTRATES TO BE PROPMY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP.ANCHOR TYPE, EMBEDMENT ME EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET f lnintum Min, Edge P••••P NOTES 1) APPLY TO 2.3 AND 4TRACK CONFIGURATION8. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION 8 SPACING. 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENT$. 4) CONRNUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 8) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 0)ALL REINFORCEMENTS ARE APPROxIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER T TEST REPORTS FOR EXACT DIMENSIONS. LYNN T /� ltorked8le M 18 GA STEEL STUDORA39 DETAIL 4 INTO STEEL METAL SUBSTRATE DETAILS SHOWN FOR HEAD (SIMILAR DETAILS APPLY TO FRAME JAMB AND BILL, EXCEPT PMET JAMS) �vtho p�*w-0Ike /Tor", 'r' • 1s �r off;*.• �! J.J. M FBC 2010 CODE Type SubaVete Anchor Embedment oiata- 17ms: Rerlakrr 012 Shoal Metal somw W) 14V 3W 11/05/13 P.T. SouOrem Pbm V4* Emo U 11MOOR 1•1r 14/4° ter= VERTICAL INSTALLATION DETAILS (8G = ” Ift VINYL SGD INSTALLATION GUIDELINES '•. TAT O %�,�' ,. FLORIpP•' C��.� M00M)kFL34274 � U4° Emo Cnde•Flax 884 1-1/r 1-w A Ak ralman, 9083.78 mkL 012 Sheet Mee Suety (08) 0.128° 1f2' CW. OFAUM Steel Slue, Or. 33 min. 012 Sheat M8W Som (GS) 1Bge (0.0481') 1f2° A38 BleN 812 Shom metal Saew (OS) tags (0.0461.) 1/r B P.T. Sw1ham Pbre (8G -.55) 912 Wood Somw (SI l -w 314' OwwMe (min 2.7 kap 114° Elea U RMCatS 1418" 1" Coeowte ". 3.38 kap 114° Elco Clue -Flex 884 1.814° 1° C lbtgrouledCMU, Jamba Ordy 114* Elm UI1taCon 1.1f4° 1' ymm C•90 1141 Eko Crete -Flex SS4 1-114° 1-aw Coname (w&L 2.7 kap 9/r Eloo lmmcai 1318° z -1/r D Conaele (mIn. 3.36 ksp w Elco Cmato-Flex $84 14}4* 2.112° Ungrouled CMU. Jambs Ordy 114, son UOroOat 1-1 2.11r (ASTM Ct>a) yr Eko CmWFIm BSI 1-U4* 2-U2 NOTES 1) APPLY TO 2.3 AND 4TRACK CONFIGURATION8. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION 8 SPACING. 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENT$. 4) CONRNUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 8) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 0)ALL REINFORCEMENTS ARE APPROxIMATELY THE FULL LENGTH OF THE EXTRUSION. REFER T TEST REPORTS FOR EXACT DIMENSIONS. LYNN T /� ltorked8le M 18 GA STEEL STUDORA39 DETAIL 4 INTO STEEL METAL SUBSTRATE DETAILS SHOWN FOR HEAD (SIMILAR DETAILS APPLY TO FRAME JAMB AND BILL, EXCEPT PMET JAMS) �vtho p�*w-0Ike /Tor", 'r' • 1s �r off;*.• �! J.J. 10/11/11 FBC 2010 CODE ' . • •k :- fterlseday. 17ms: Rerlakrr No. 65706 J.R. 11/05/13 NIA THIS SHEE } �� ter= VERTICAL INSTALLATION DETAILS 1070TECHNOLOffOR M atvFLs4z7e Ift VINYL SGD INSTALLATION GUIDELINES '•. TAT O %�,�' ,. FLORIpP•' C��.� M00M)kFL34274 � etmet 0 g A, LNNRWILLEb, P.6, 570/2770 NTS 6 OF 13 MD CW. OFAUM P.E.9 98708 J ROSOWSKI 11/18/10 3D570-01 B TABLE 2: TOTAL # OF ANCHORS CLUSTERED 01.. lYNhr THROUGH THE HEAD & SILL AT EACH PANELMEETINGPOI `��" �� ,.• <ICEIV F �(� i s ' •,' F Series 870 & 2770 Anchor QuanNNes and Design Pressures REQUIRED ATTPTNEAPOI TAAND 1 �� * r ' she• HSGuM+A9v ANCHOR REQUIRED AT MIDSPAN OF PANEL} N0.8g7D6 6G WIFfMYI R+3fr6' FRAME WEIGHT (04) - - HsGtASS+7/18'ABi SPA TM CAP &PANEL MAXIMUM CONFIGURATION 4 -PALL NUJOMUM COI IOURATION ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN A / - �• �6 ' �.(1'•,, ST l 84 96 108 120 PRESSURE, LINO THE ANCHOR QUANTGSLISTEDBELOW.SEE TE • ,� �(Ij�� 'i0. �'�ZORBDA,.••' TABLE 1, SHEET S, FOR COMPLETE , SS1 \� �'t/ NOM. 8 U O 8 ¢ S m V O a SQ m 8 v D $ a m V $ O a m no U ) $ I 0 O AMMIRLIMITATIONS. /ANAL �NG``�� AA t �` A. L1�i P.E PANEL FRAME � SIDE A F t- A r- Mp I" A f p t7f ~ p ~ ~ iiihhh TABLE KEY: NOM. E WM SIDE REA 58708 !�&PANEL wr p.t Hoed & 01 C3+1 C3+1 1 C3+1 C3+1 03+1 C3+1 1 1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 1 C3+1 C3+9 1 1 •dab S � � tD Jamb 6 6 8 8 8 8 6 6 8 8 8 5 8 6 6 6 9 6 8 a 24 P4aok 8 Din I +K O a- O 24 P4=k a 8 8 8 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 Deep +SD 0 +80.0 +80.0 +800 +80.0 +80.0 +80.0 +s.0 +•80.0 +80,0 +8D.0 +80.0 +60.0 +80.0 +60.0 +80.0 +80.0 +600 4%0 +60.0 Ptma�e 80.5 Q• W Prees+xe 4100 4100 480.0 -80.0 •8D.0 49XO 410.0 410.0 •80.0 800 800 80.0 4i80 418.0 415.0 4180 .0 480 480 460 NOS O S� WIDTH # PANELS UJ Head & 810 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C 1 03+1 C3+1 C3+1 C3+1 C3+1 p+1 cri C6+•1 Cal C3+1 G3+1 yylpTM OF N Jamb 6 8 6 6 5 6 5 6 6 5 5 5 8 8 a 8 8 6 8 8 O � W 30 P -ho* 8 8 8 8 8 8 a 8 9 9 9 0 10 10 10 10 11 11 11 11 U IJ) 5 Design +SD.0 +80.0 +8110 +80.0 +80.0 +80.0 +80.0 +80.0 +BO.O +80.0 +So.0 +800 +60.0 +SD.O +80.0 +600 +000 +800 +80.0 +60.0 THE MAXIMUM NEGATIVE DESIGN PRE88UREATTHE8EANC,HOR O (� N )y O Pressure 4100 •80.0 4G.0 80.0 •80.0 -800 400 80.0 800 80.0 -MO 40.0 45.0 46.0 45.0 46.0 416.0 860 86.0 186.0 QUANTITIES. C �= IN J Z OD Head & 801 C3+1 C3+1 C8+1 C3+1 C6+1 C3+1 C3+1 CS+1 08+1 C6+1 C3+1 C3+1 C6+1 C3+1 C3+1 CSO C8+1 C5+1 C6+1 C3+1 THE MAXIMUM POSITIVE OP AT THESE N „Wj Jemb 8 6 6 6 8 6 6 5 5 8 8 8 6 8 6 8 8 8 8 8 ANCHOR QUANTITIES. ADDITIONALLY, U M^ H 36 P4100k 8 8 - 8 8 8 8 8 8 9 0 9 0 10 10 10 10 11 11 11 11 THE MAXIMUM OP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE LL LL F Design +80.0 +80.0 +800 +�0 +800 +6D.0 +8D.0 +800 +8D.0 +810 +80.0 +800 +800 +80.0 +80.0 +600 +S0.0 +600 •60.0 +60.0 TABLE A, THIS SHEET. PMBS+xe 80.0 80.0 •80.0 �.0 -80.0 410.0 410.0 40.0 41D.0 400 400 4q.0 4EI.0 48.0 46.0 45.0 48.0 46.0 48.0 46.0 TOTAL 9 OF ANCHORS THROUGH TF{£ P44001L ` (n Hemi& S0 C8+2 C3+2 C3+1 C3+1 06+2 C8+2 C3+1 C3+1 C5+2 C5+2 C5+1 C3+1 06+1 C5+1 050 C3+1 C8+1 C5+1 CS+1 Ca+1 Jamb 6 6 8 8 6 6 8 6 8 8 7 8 8 8 8 8 8 6 7 a TOTAL0OFANCHORSTHR000HTHE O 42 P -smolt 8 8 8 8 8 8 8 8 10 0 9 9 10 10 10 10 11 11 11 11 Q n Design +80.0 +S00 +BOLO +80.0 +80.0 +80.0 +80,0 +80,0 +.160.0 +80.0 +SD.O +80.0 +800 +60.0 +800 +600 +80.0 +600 +600 +60.0 FIG 1: Press+ue 400 •800 80.0 -810 480.0 40.0 •80.0 �.0 80.0 4100 80,0 •80.0 46.0 -.0 45.0 45.0 4G.0 46.0 45.0 46.0 ' Q3 LEN<TTH Head & S® C5+2 C5+2 C3+2 03+1 C 2 CS+2 C8+2 c3+1 C6+2 C6+2 C6+2 C3+1 C8+2 C6+2 C6+1 Cal C6+2 C6+2 CIN Cal DOOR ASSEMBLIES INSTALLED WHERE Q Jamb 6 8 7 8 8 6 7 6 7 8 8 8 8 6 7 8 7 8 8 8 THE OVERHANG (OH) RATIO 18 EQUAL 46 P4x+ek 9 8 8 8 10 8 8 8 11 9 9 0 10 10 10 t0 11 11 11 11 TO OR MORE THAN 1 m EXEMPTED +80.0 +800 +80.0 +800 +800 +80.0 +800 +80.0 +80.0 +800 +800 +800 +80.0 +800 +600 +BOD +800 +800 +60.0 FROM TER INFILTRATION REBISTANCE THE OVERHANG RATK) 400 400 80.0 �.0 800 49XO 40.0 40.0 80.0 40.0 •80.0 80.0 46.0 45.0 4&0 48.0 46.0 &0 45.0 48.0 SHALL BE CALCULATED BY THE W C5+2 8 C8+2 8 CS+2 7 C3+2 8 C5+2 6 C6+2 8 c8+2 8 C3+2 6 05+2 7 C8+2 8 C6+2 0 C3+2 8 TABLE A: O FOLLOWING EQUATION: OH RATIO = OH LENGTHIOH HEIGHT )3 Y Sol 10 8 8 8 11 8 8 B 12 9 9 9 Water -Limited (+) Design Pressure 4"SD+BD.O +80.0 +80.0 +60,0 +80.0 +600 400 +800 4100 +800 4100 +800 40.0 +80.0 40.0 +80.0 810 +BOLO 800 +800 40.0 N=bW SM Aatusi Sill Max. (+) OP 1)THE LESSER VALUE OF TABLE A AND TABLE 2 DETERMINES THE a �>3 .80.0 400 410.0 80.0 Helgid Heigh( Apgysd WATER L169TED(+)OP. 2)Tf� 1HERE' SOL MAY ONLY �+ AI C6+2 C6+2 C8+2 C3+2 C8+2 C8+2 C5+2 03+2 C6+2 CS+2 C6+2 03+2 1.111W 1.688' See 2 at UDWHEREtlYATEFt8 8 8 B 8 8 8 6 7 7 10 5 31PP 3,{84' +60,0 f INFOTRATION RESISTANCE Is 10 8 8 8 10 a 8 8 11 0 10 10 4.1NS° 4.037" +80.0psf NOT RQUDiED OR OVERHANG L3 PER FIG I. IF SO, (+)DPS SHOWN 0881gf1 +87.0 +80.0 +BOA +80.0 +07.0 +80.0 +80.0 +80.0 +07.0 +nO +60.0 +a00 IN TABLE 2 MAY BE USED. O0U0•(• (t9VlSIA Pressure 417.0 400 -80.0 -80.0 47.0 410.0 •80.0 4D.0 47.0 80.0 400 80.0 4418' 4.814" +1000pef �avtMfvrN►Aeym(dt NOTES AirF4rea1N t �-Jf Ralnfomemente Required, (See Parte on Ghost 10) Glass7) OPfA0.9 APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ' tYM Inbutock LaRlFlxed SiBe A~Ash"d Add-Top/Gottom Rail Plate (Pert# 24, 25) Typo I 2)SEE BEGETS 2.4 FOR ANCHOR LOCATION & SPACING. /'•^- 3) SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS Part# 29 Pad# 26 1 Pmt# 28 1 Part# 30 1 Pett# 28 1 Required for He19Me over W A 4)CONTINUOIf3 ANCHOR PLATE, REM 98,18 REQUIRED AT ALL FRAME ANC HOR LOCATIONS ==ANCHOR 8) DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -(K 8) SEE SHEET 2 FOR APPLICABLE OLO PER PANEL SIE. TABLE 3: sNsx4mAav+A37 Ea W" AYER.3Ne• NSMA99+7RCAR SPACE +3R$• Mr. CAP Series 2770 Anchor "nNes and Design Pressures PPoltJE HEIeW (P8 "AXEL MAN" CONFIGURATION 6 94 00PANEL ACW SID Haw 1.688' W87M 810E E gg F 03+ Bead 8818 Ca+t C3+1 9 CSN 03+1 03+1 03+1 08+1 08+1 9 C3+1 CS+1 PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE 1, Jamb 5 8 8 8 a 8 8 8 6 6 6 6 24 P -hack 6 a a 8 8 a 8 6 9 9 9 9 A Dastpn Pmesem +100.0 +100.0 +100.0 +100.0 +100.0 NWA *160.0 +100.0 +100.0 +100.0 +1004 +100.0 400.0 •100.0 •100.0 •100.0 •100.0 •100.0 •100.0 •180.0 •100.0 •100.0 •100.0 -100.0 8 Head&B@ 05+1 03+1 03+1 C30 08+1 03+7 03+1 0341 CSN 06+1 CEN 03+1 24 Jamb 8 8 6 6 6 8 S 8 8 6 8 8 6 P-h08k 0 8 8 8 a 8 8 8 0 9 9 0 24 P4=k Deatpa Pmssam +180.0 +100.0 +140.0 +100.0 +100.0 +100.0 +100.0 +100.0 +t0mo +1004 +100.0 +100.0 •100.0 400.0 400.0 •100.0 -100.0 -100.0 -100.0 -100.0 400.0 400.0 -100.0:03+1 Design HOKI & 818 C8+2 05+1 C8+9 C6+8 Ca+1 08+1 CSN 08+2 08+1 OaN 08+1 pmasum Jamb 6 6 8 8 6 a e 8 6 1 5 3a P4w* 9 6 8 0 8 8 a 10 0 9 9 A, THIS SHEET. Design )�M +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 4100.0 +100.0 +100.0 4100.0 000.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.0 •100.0 -100.0 •100.0 -100.0 C30 Head & SEI 06+2 08+2 CS+a 05+2 05+2 05+2 03+1 C5+2 06+2 054$ 03+1 03+1 Jamb 0 8 7 8 6 8 7 8 1 a 8 8 42 P44d 10 8 B 5 10 8 a 8 it 0 9 0 6 6 pasign Pmeame +16.0 +100.0 +100.0 +101.01000.0.4100.0 +100.014100.0 +98.0 +100.0 +100.0 +100.0 -100.0 400.0 -100.0 •140.0 1 -100.0 1400.0 400.0 1 -100.0 48.0 -100.0 -100.0 400.0 5 Head & 881 06+2 05+2 C5+2 03+2 C5+2 I 1X1+2 05+2 1 C3+2 05+2 C5+2 C8+2 08+2 6 Jamb 7 a 8 6 7 a a 5 7 7 10 8 48 P4hooh 11 8 8 8 12 a a 8119 10 10 9 Deft Pmsema +100.0 +100.0 +=A +100.0 +100.0 +100A +Iwo +140.0 +87.0 +100.0+100.0 +1011.0 -16.0 400.0 400.0 400.0 -100.0 -100.0 -100.0 -100.0 47.0 •100.0 •16.0 •110.0 DWIp PM -0 4600 +000 +BDA 400.0 +6.0 40.0 40A 4LO 40.0 40.0 +60.0 +600 +80.0 +000 400.0 4600 +80.0 60.0 60.0 160.0 6DA 600 60.0 6oA )ntedoc Reinforcements Requhed, (Sea Pans on Shoat 10) Glare Type, ck UCWFM We AStmgal Astaig Arkton Tq>/�ttom ReU (mss Shoot 1) 030 68+1 03+1 PW N Pad0 26 PW 20 Pet10 30 1 PerW 28 A 03+1 TABLE KEY: Bedes 870 & 2770 Anchor Quantities and Design Pressures FRWEW MW(" 84+ANF.L MA)aMUM 00NPI URNIFION 6 84 06 ACW SID Haw 1.688' PANEL WIDTH FRAME 800E Head & am ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DWGN 03+ 03+1 03+1 PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE 1, 03+1 1 SHEETS FOR COMPLETE ANCHOR LMTATIONS. NOM. Jamb 8 8 5 B PANEL FRAME W6)TH BIDE A TOTAL 0 OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH 8 8 PANEL MEETWOPOW. OMFOR C3+1,3ANCHORS REQUIRED ATPANEL 5 24 MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). hkad & 981 C3+1 8 6 ,fib g TOTAL 0 OF ANCHORS THROUGH THE JAMB. 24 P4=k 8 TOTAL 0 OF ANCHORS THROUGH THE P - HOOK. Design +100.0 pmasum -108.0 THE MAXIMUM POSITIVE OP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, 40.0 40.0 60.0 THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED. SEE 40.0 1 -MO 1 410.0 A, THIS SHEET. NOM.TABLE PANEL FRAME WIDTH 03+1 Ca+t 0a+1 03+1 C30 WIDTH 9OFPANELS 03+1 THE MAXIMUM NEGATIVEISE3dGN PRESSURE AT THESE ANCHOR QUANTITIES. TABLE 4: 3MV 113 CUW3. AW RI8PfO4AY+a+3Na' AN01A68+71tVAR $PACE+3n6•TWr.CAP Bedes 870 & 2770 Anchor Quantities and Design Pressures FRWEW MW(" 84+ANF.L MA)aMUM 00NPI URNIFION 6 84 06 ACW SID Haw 1.688' PANEL WIDTH FRAME 800E Head & am C3+1 C30 03+1 03+1 03+ 03+1 03+1 C3+1 03+1 1 QA I 0A g g C++1 1 C3+1 +1psf Jamb 8 8 5 B 6 8 5 5 8 8 8 5 24 P4ma a a 6 0a W 8 6 8 0 9 9 1 0 Design +6MO +60.0 +60.0 4W.0 +60.0 +s" +6.0 46.0 +0010 +80.0 1 +80.0 1 +60.0 Pmaewa 40.0 41.0 60.0 40 5 410.0 40.0 40.0 60.0 40A 40.0 1 -MO 1 410.0 F Head & 810 03+1 Ca+t 0a+1 03+1 C30 Ci+1 02+1 03+1 C3+1 C3+1 C3+1 03+1 Jamb 6 8 5 8 8 6 6 6 5 5 8 1 8 6 P4=k 8 6 8 8 8 0 6 0 9 9 9 0 DWIp PM -0 4600 +000 +BDA 400.0 +6.0 40.0 40A 4LO 40.0 40.0 +60.0 +600 +80.0 +000 400.0 4600 +80.0 60.0 60.0 160.0 6DA 600 60.0 6oA Head & SM Ca+1 03+1 C30 CM+1 030 68+1 03+1 03+1 03+1 02+1 C30 03+1 Jamb 6 8 6 5 8 6 8 6 5 6 5 6 36 P ftwk 8 8 B a 8 8 8 8 9 0 9 0 Dewp +80.0 440.0 +80.0 +6A +40.0 +B&0 +40.0 400.0 480.0 488.0 +600 +6.0 Pmsssm 1 4" 40.0 40.0 40A •80.0 4 LO 40.0 60.0 40.0 40.0 410 60.0 Head&Bm C3+1 03+1 C3+1 CSN I C30 03+1 03+1 C8+1 C8+1 03+1 03+1 0341 Jamb 6 8 8 6 5 6 6 5 8 6 8 5 42 P4mak 8 6 8 6 8 8 8 a 9 9 0 0 Dwip +81.0 46.0 +8&0 +60.0 +80.0 +SRO +%0 +800 460.0 4010 46.0 +80.0 PmW= 40A 49.0 40.0 408 400 40.0 40.0 40.0 400 400 •00.0 4" Head & SN C3+2 C3+1 C8+1 C3+1 03+2 63+1 C3+1 CM+1 CS+2 03+1 C2+1 09+1 Jamb 0 6 6 8 8 6 5 8 8 5 6 6 48 P•haak 0 8 a 8 a 8 6 8 9 9 0 8 claw Pressum I +40.0 +40.0 +600 +80.0 +80.0 +50.0 +$me 46.0 +6.0 +80.0 +6.0 46.0 40.0 I 60.0 -we I 60.0 1 40.0 61.0 80.0 400 400.0 80.0 1 450.0 1 60.0 RalnforcamenlsRequlred.(BeeParbonShoot 10) 6I813Type, Ntedaak LO*Wbmd 810$ -A.Ul Aabso Addax IThom fw to00 Bleat 1) SlmWard PaN20 Pads 20 P040 23 1 pan so I Pad020 8 MwmW,Vbn PaN28 I Pad027 Ped0a7 I PSM SO I Pad027 8.0 TABLE A: Water4.1mited (+) Design Pressure NomMnW SID HOW 1.11116" ACW SID Haw 1.688' Max (+) OP Allowed Sea 2) befoW 3-U2" 3.464" +60.o psf 4.111W 4.037° +S,0ps1 4 18 4.614° +1psf 1)THE LESSER VALUE OF TABLE A AND TABLES 3AND 4 DETERMINES THE WATER LIMITED (+) OP. 2) THE 141/18' SILL MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE E NOT REQUIRED OR 0VERHANG 18 PER FRG 1. IF SO, +OPS SHOWN IN TABLES 3 AND 4 MAY BE USED. I-' 1) DETA) A APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUREMENT& 4) C0NTINUOUS ANCHOR PLATE, REM 0a, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 6) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. FIG 1: 0) SSE SHEET 2 FOR APPLICABLE O.O PER PANEL BRE. DOOR ASSEM13UES INSTALLED WHERE THE OVERHANG (OH) RATIO L4 ENTAL TO OR MORE THAN 119 EXEMPTED FROM WATER INFILTRATION RESISTANCE THE OVERHANG RATIO SHAD. BE CALCULATED BY THE FOLLOWING EQUATION: ON RATIO - OH LENGTIODH HEIGHT %%DUCT kCVLWD .O lanolin wbb the e7arm dfpinlb Deu,tj +� F *Wd NIY N.( LYW �� 1OENSF '�FP h i No.58705 LA - t '17gTv -,41 A. LYNN 1=19R. RE P.EB 88705 m PQ v - P N ti• z� W U CD LL a O N LJL F� � F 4 (= )- u, 3 Z t" a F zr o IL C9 r►-- 8.878 � -7- G�[� f� T 1.8,2• F 0.,�• o O 2 TRACK HEADIJAMS RIGID PVC I►-- &260' 2, .10 0 0• u O3 TRACK HEAD/JAMB RIGID PVC 8.878 ►� ^7- 108 8W, T lL©� tem' 02 TRACK SILL RIGID PVC ,.688• fai, "- m ® 3 TRACK SILL RIGID PVC 4 TRACK HEADIJAM13 4 TRACK SILL © RIGID PVC ® RIGID PVC .640• -1 930' �� .6fio j� jw T -►IFS- .os2• .12s .sol' �r:e -o{ os2 OFERT C VERSCREW ® ANCHOW8346 PLATE 8083-T6 ALUM. @ KEEPER �g �T8 TRACK ALUM. 6083-T6 ALUM. RIGID PVC 1. h02r'-_ 1827' BOX ® TOP RAILEEN ® 1 r- 1.487• [ 6083-T6 ALUM. 6063-T6 ALUM. .058 Ar 084' 1f .988 .080• .088 @ OUTEROUTER SILL © SILL TR CK COVER ® BOX SC EEN SILL @OUUTTER SCREEN RIGID PVC RIGID PVC 6003 -TB ALUM. 6083-T6 ALUM. .040• Ir"'til T --i- Ar 0 BOTTOM RAIL SUPPORT 6063-T6 ALUM. -.{ ,.487 `+ 1.610' 11. ©BOXSCREEN HEAD AND JAMB ADD-ON RIGID PVC 2.06i' CIF 1.803' 41 1 2A87'3.464` 1.983• &178` ao• .oeo' oma• asa• 100• -•� ILLILL RISER RISER ILL ER 58083-T6 ALUM. 18 8063-78 ALUM. O 58083-T8 AELLUM. ® 6063-T6ALUM. °R @ 66083•T8 ALUM. �IIIjI� � p� 210• •+lUl� 1• 1201' 111,207 •-L►i 1.BOT r- !lllll AM �J}f� LJo .128 ®VELEDD BEAD ® RIGID PVC BEAD E BEAD ® PLATE REINFORCEMENT RIGID PV ® RIGID PVC 6063-T6 ALUM. --•-►{ 1.870' �+- .438 -�{ 1.608 �•►- 1.808 I+- ® REINFORCEMENT rq 8.126' I J�� COVER .190. 2.833• LF. Iz.7e8 .406' 2.7N• RX3D PVC 2" II 1� II �' 1 L. !►� � .126.120-�I if Aar 10.1o2�REITON®rNBE°M °M®`°®NTER`CK® AND STILE AND SILE REINNFFORCEMEENT INTERLOCK REINFORCEMENT 600&T5 ALUM. REINFORCEMENT REINFORCEMENT 6006-T6 ALUM. 6005-T6 ALUM. 6006-T6 ALUM. COMPOSITE 2.811• 3.488' t2i .100•j`-`-�.4.276'�U_„J .128 2.4.636'2.141•- .128•2.281' .18' "`I 1.076• ©REINFORCEMENTGAL N ® PLAT REINFORCEMENT ® ADAPTER RIGID ASTRAGAL ADD-ON ® PANEL STILE, TOP AND BOTTOM RAIL 8006.76 ALUM. 6063-T6 ALUM. RIGID PVC RIGID PVC .678•r 876•r 'r • 1.895' 1. h02r'-_ 1827' BOX ® TOP RAILEEN ® 'EN BOTTOM RAIL ®SDE RAIL BOXSCREEN 6083-T6 ALUM. 6063-T6 ALUM. 6083-T6 ALUM. i.I 1.Oa7 r_ _fT,.o,' 1.77e' ', .tea• -4--I Aw -i -1 STD. SCREEN 10 TOPISOT. RAIL STD.SCREEN 1f1 SIDE RAR. 6063.76 ALUM. 6083-T6 ALUM. LYNN 4f, �*''i GENS$ N'.68705 %•o'2i� �; �'•. ST TE 0, •. �tORIOP•:'��: IONAL L LY/4%Jr11i P.E 1"N 048 .078' ffLtoor , a93• 1308 ,05D. t rT r BOX SCREEN ® BOX SCREEN ® ASTRAGAL OXO ADAPTER ADAPTER 6063.78 ALUM. 60633T6 ALUM. -4 084' 1f .988 1"N 048 .078' ffLtoor r Aw 2A78� STD. SCREEN 11 ASTRAGAL 1 FIXED PANEL CLIP 8083.76 ALUM. ADAPTER 8083-T6 ALUM. 107878OWL00Yomm N. Ve= FL 34278 P.O. BOX 1828 NOXOM* FL 34274 CW. OFAU7/LMOM J.J. 1 10/11/11 IFBC2010 J.R. 1 11/05/13 A THIS PART DETAILS "WouCf kr4wo p eaoNrhr wk! tde Ftor'18c BtrMao�ais G't �� ! /4urJc.- J ROSOWSKI M SOD INSTALLATION GUIDELINES 11/18/10 swoft 570/2770 NTS 1 0 OF 13 1 MD-.SGD570-01 B Pert 0 POT. 0 Deacriptlon Box Screen 90 812268 Screen Top Rail91 812267 Screen Bottom Rd92 812268 Screen 81da Rall - I.oaks0le 83 84344 Sateen Aetris�l 94 817349 OXO Screw Astragal Adapter Part # POT. # Description1 Part # POT. # Description80 B7 41818K Screen Keeper Spacer Set 98 720X1X 1/4.20 x 1" S.S. 8101 2 -Track Head/Jamb 1/4-20 x 1-9/2" S.S. 498042 Frame I.lewiar Block Wstp, .270" x .160" -Fin Seal 107 73RAZ ` �tZ .• �CENSF •. ii 2 818002 2 Track SW 61 48082 Ro11�Adf. !iota Plug 41818K Semen Look Keeper Spacers108 * Na, 68705 3 4 818026 8128 3 -Track HeadiJemb 3 -Trask S01 82 63 41738 41738 SOD Penal Came -along SOD Penes Come -atoms Corer Screen Frame. T Bottom Rab 199 812028A : r/,I�f� 6 818027 4 -Track Head/Jamb 68 79888 Duet Plug 194 84853K Vin 1 Astragal 118 8173 8 819028 4 -Track SAI 88 44388 4 Hole Bumper Stop Mat3 118 74X1PA 04 x 1° Ph. Pn. SMS 7 818008 Freme Screw Cour 88 818037M Mod Panel Gip 121 792027 Comer K Wheel Ass .Stand 122 712027SS 8 818031 Anchor Plate 89 718�fl SAI Plug LO. Gridlock CA •6/18° 92b 704/8B A. L%Oi iiiiWM e 818007 Track Insertaert 81 78X38PPTX 08x3/8" Ph. Pn. TEK Sorew 126 81882K Screen Spline - .188° P.E.®BB7W 81894K Screen 8p11ne-.160° 130 81898020 Screen Goth 10 818029M AlumMum Keeper 82 78X34PPSDAX OB x 3l4° FI. Ph. TEK - S.S. o 11 819038 Bottom Rail Support 83 7B1P31X #8 x 1" Cued - S.S.. IM 12 818008 Outer SAI Coyer 84 781PQX #8 x 1" Pn Dued - 8.3. O 13 818011 SAI Track Coyer 88 78X1i4PHPT490X �x 1-1/4" Ph. Pn. TEK O 14 18 898038 818012 een SIII Add-on Outer Screen Track (Standard Soreert) Box ScrCO 80 87 710X1PPSDAXX 710X916PPX 010 x 1° Ph. Pn. TEK - S.S. 010 x 1-1/2" Ph. Pn Keeper Soren88 Of W 18 819038 Box Sorean Head and Jemb Add•on .710X2PPX 010x2" Ph. Fl S.S. Sorew Z 17 818022A Sip Rlser-(OP80) 89 710X212PPDAX 010 x 2-112" Pn Ph. Tek S.S. O 18 818023A 3AIRiser-(DP80) 70 712X112PP 012 x 1-1/2" Ph Pn. A =LLI U) O j r LL 18 818024A SAI Riser - (DP700) 71 OE 7700 SAicons 0 O 20 818032 P -Flock Adapter 72 Dow Coming 88b Silicone73 CD N Z� t) 29 818020 P -Hook 71720K Neoprene Setting Block 7"x4"x1/18° 24 8114 ReinforcementCain 74 Meted Spacer -8/32° 26 819030 Reinforcement Plate 78 Urethane !0 Seater W ch 28 818017M lop, Bottom and StAe Relnt (Alum) 78 SAkxme-Foam Super Spacer- 7/18° 27 19048 618018M Top, Bottom and Sipe Reid(Comp.) IMedook 77 78 818010 Hot -melt Butyl 1-1118° Beteled Bead W F ZB 29 818013M .300 Reinforcement Mtedook .400 Relnforoemertt 78 819018 1-188" Og88 Bead r 30 818019M Astragal Reinforcement31 80 818018 1-3118" Ogee Bead LL ro 818036 Reinforcement Piste 82 82138 Ogee Vinyl Mullin 36 8190 08 Interlockterlodc Adaptor �9 83808 Msuleted Olasa MuMln - Hodzordel JJ J o 38 618008 Astragal Add-on37 84 4CONN LO.Imeresotlon .' m� 819004 Petrel Stile, ToplBottom Rail 86 7668K I.O. flridlook Clip 40 71t1609 .187 x .260 FMseal (881e) 41 71896K 1-1/2" x 1" z 314" FM 8ea1 Duat Plug 42 419041 InterlockInterlock Clip Cow43 78963X Tertdem 8.5. Roller Asay. 44 78163N Tandem Nylon Roller Aeay. n 46 919043 P -hook ReinforcementPlate Y 48 710X126FPSDX 090 x 1.1J4° FI PH SMS NOTES tt SEE SHEET FORlrA9ERIAi. TYPE AND OeraLs. `4ke9uce kevweo ams ee uw0rr wa dr tl so (� tam Pert 0 POT. 0 Deacriptlon Box Screen 90 812268 Screen Top Rail91 812267 Screen Bottom Rd92 812268 Screen 81da Rall - I.oaks0le 83 84344 Sateen Aetris�l 94 817349 OXO Screw Astragal Adapter 88 84428 Screen DoublslMedook 88 817347A Screen Bug Flap B7 41818K Screen Keeper Spacer Set 98 720X1X 1/4.20 x 1" S.S. 98 720X192X 1/4-20 x 1-9/2" S.S. 100 717030 Wstp, .270" x .160" -Fin Seal 107 73RAZ Standard Roller 102 7SliAX Sfisnderd Roper- S.S. 103 7LOCKWOS Screen Lockeet 104 41818K Semen Look Keeper Spacers108 7SDKEEP Soresn Look Keeper Standard Screen 190 812039 Screen Frame. T Bottom Rab 199 812028A Screen Fraena -Sloe Rag tete 112 812033 Swam Frans -Silo Rail113 017383 OXO Screen Astragal Adapter 194 84853K Vin 1 Astragal 118 8173 Screen SN Adapter 918 8FP96K B Fie 117 7R42DK Mat3 118 74X1PA 04 x 1° Ph. Pn. SMS 118 7t1X112PSATS 08 x 1-1/Y Ph. Pn. SMSA 2 920 41703N Screw Boca Bushing 121 792027 Comer K Wheel Ass .Stand 122 712027SS Comer Wheel Assy. 3.3. w/ Key 123 41806K - 7118° 88 7680K LO. Gridlock CA •6/18° Pert 0 POT. 0 Deacriptlon Box Screen 90 812268 Screen Top Rail91 812267 Screen Bottom Rd92 812268 Screen 81da Rall - I.oaks0le 83 84344 Sateen Aetris�l 94 817349 OXO Screw Astragal Adapter 88 84428 Screen DoublslMedook 88 817347A Screen Bug Flap B7 41818K Screen Keeper Spacer Set 98 720X1X 1/4.20 x 1" S.S. 98 720X192X 1/4-20 x 1-9/2" S.S. 100 717030 Wstp, .270" x .160" -Fin Seal 107 73RAZ Standard Roller 102 7SliAX Sfisnderd Roper- S.S. 103 7LOCKWOS Screen Lockeet 104 41818K Semen Look Keeper Spacers108 7SDKEEP Soresn Look Keeper Standard Screen 190 812039 Screen Frame. T Bottom Rab 199 812028A Screen Fraena -Sloe Rag tete 112 812033 Swam Frans -Silo Rail113 017383 OXO Screen Astragal Adapter 194 84853K Vin 1 Astragal 118 8173 Screen SN Adapter 918 8FP96K B Fie 117 7R42DK Mat3 118 74X1PA 04 x 1° Ph. Pn. SMS 118 7t1X112PSATS 08 x 1-1/Y Ph. Pn. SMSA 2 920 41703N Screw Boca Bushing 121 792027 Comer K Wheel Ass .Stand 122 712027SS Comer Wheel Assy. 3.3. w/ Key 123 41806K Screen Handle 124 41806 Screen Handle Blida 92b 704/8B Screen Latch Assy. 128 73NKPN Sateen Keeper 127 81893K Serrated Screen Spline - .146° 126 81882K Screen Spline - .188° 129 81894K Screen 8p11ne-.160° 130 81898020 Screen Goth TYPE STANDARD REVERSE 2PZT A M A INTERIOR xX M 2P2T M P FR4m EXTERIOR XO ox 3P2T 8 D P AR K T M A 0X0 OXO 3P2'j D K K A NOTAVARABLE )O(X 3P3T D B A M os K F R SD A Cf.w«:vwC>D.wM Cl tir'^w"i$M. -U X70( 00 3P3T D B P M K F M A xx0 x10( L D 4P2TR P k NOTAVAILABLE -- 4P2T D M A NOTAVAILABLE )0= b B K F 8 A J J MU M fF4P4T U a—ES—ES A XXX!( X)m 0 B K P 4P4T B P r! F R J M A U U O.w..M....:T xxXo aoa6( L D F P L D R B 6MR NO P oxm SCREEN Ox m SCREEN L D F A L D M 0 6MT M x1000( SCREEN X7000( SCRm NOTES 1) MAXIMUM OF (8) EOTHT PANELS UP TO SB' FRAME HEIGHT. 2) MAMM UM OF (4) FOUR PANEL CO*MURATK)N FOR FRAME HWHTS OVER BB' ANO UP TO 120•. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCKETS IF APPUCABLE)18 UNITED TO 407.1illW. R '•i �� q�D `CENSE•' • INTERIOR 14D. 58705 EXTERIOR 7 �� ••. E�Fp.:'•2� ��`SS�ONA�;�� WMTECHNOLOWDRRB AL VEAM FL Sf= MUM NOXOM78,FL34ZT4 A6 LYNN I P.E. P.E.@ 88 766 NOTES 1) MAXIMUM OF (8) EOTHT PANELS UP TO SB' FRAME HEIGHT. 2) MAMM UM OF (4) FOUR PANEL CO*MURATK)N FOR FRAME HWHTS OVER BB' ANO UP TO 120•. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCKETS IF APPUCABLE)18 UNITED TO 407.1illW. Em WORM001�K�001�1• nxourrwav ee a�aaPygq wiM 16e flari0o Cde L>IpinOan Uttt �'• Mhd Da �Yrf J.J. 1 10/11/11 IFBC201000DE ReNmGBg Dates ReHeIaX J.R. 11/06/13 /A THIS SHEET cram*.. SAM LE CONFIGS AND PANEL NAMES J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 swftwoli* T--- 570/2770 NTS 12 OF 13 1 MD-SGD570-01 I B R '•i �� q�D `CENSE•' • INTERIOR 14D. 58705 EXTERIOR 7 �� ••. E�Fp.:'•2� ��`SS�ONA�;�� WMTECHNOLOWDRRB AL VEAM FL Sf= NOXOM78,FL34ZT4 A6 LYNN I P.E. P.E.@ 88 766 CkRT. OFAU7M W Em WORM001�K�001�1• nxourrwav ee a�aaPygq wiM 16e flari0o Cde L>IpinOan Uttt �'• Mhd Da �Yrf J.J. 1 10/11/11 IFBC201000DE ReNmGBg Dates ReHeIaX J.R. 11/06/13 /A THIS SHEET cram*.. SAM LE CONFIGS AND PANEL NAMES J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES 11/18/10 swftwoli* T--- 570/2770 NTS 12 OF 13 1 MD-SGD570-01 I B P SINGLE ASTRAGAL FIXED INTERLOCK INTERLOCK M LOCKSTILE R FIXED cr:c==3m SINGLE J LOCKSTILE ASTRAGAL INTERLOCK T ASTRAGAL FIXED (BOX OUT) OUT DOUBLE E3,� LOCKSTILE T ASTRAGAL FIXED (BOX IN) IN DS LOCKSTILE S FIXED INTERLOCK ASTRAGAL (BOX OUT) LOCKSTILE OUT S FIXED ASTRAGAL (BOX IN) LOCKSTILE IN L SINGLE ASTRAGAL (BOX OUT) INTERLOCK OUT LR ASTRAGAL SINGLE (BOX OUT) OUT INTERLOCK N ASTRAGAL _.� SINGLE (BOX IN) IN INTERLOCK c SINGLE ASTRAGAL (BOX IN) INTERLOCK IN B SINGLE SINGLE INTERLOCK INTERLOCK M LOCKSTILE SINGLE INTERLOCK F SINGLE ASTRAGAL SINGLE INTERLOCK INTERLOCK M INTERLOCK H SINGLE cr:c==3m SINGLE J INTERLOCK ASTRAGAL INTERLOCK K SINGLE LOCKSTILE INTERLOCK INTERLOCK DOUBLE E3,� LOCKSTILE U ASTRAGAL U ASTRAGAL MSC] OUT DS LOCKSTILE (BOX OUT) INTERLOCK INTERLOCK U ASTRAGAL IN LOCKSTILE (BOX IN) SINGLE LOCKSTILE INTERLOCK LOCKSTILE SINGLE INTERLOCK J ASTRAGAL LOCKSTILE OUT (BOX OUT) J ASTRAGAL LOCKSTILE IN (BOX IN) 4 INTERIOR EXTERIOR lu Al Nc 58705 %�AO'• SAE OF� �''••, fIORiOP••' � � A LYAfN ldlLl.'Ery`PE. P.EJ 837 " PAR 01 %:f�Tll C DOUBLE ASTRAGAL INTERLOCK M DOUBLE LOCKSTILE INTERLOCK J LOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK A DOUBLE E3,� LOCKSTILE INTERLOCK U ASTRAGAL MSC] LOCKSTILE DS DOUBLE SINGLE INTERLOCK INTERLOCK i) DETAILS APPLY TO 2,3 AND 4 TRACK CONFtGURATK)NS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACM. 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, REM 88. 18 REOW ED AT ALL FRAME ANCHOR LOCATIONS. J.J. 1 10/11/11 IFBC 2010 ftd8y. as* ft&b . J.R. 1 11/05/13 /A THIS ANEL TYPES AmpocTWrAW 1 o wa He fie" tuba" D . l �e'- J .&� i ll�rff J ROSOWSKI 9878TECNNOLOGYORIVE mr "•" �•su� VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. BOX 1828 NOWM%ft3W4 swWwo", BoEx 8dee! orawBgNa Re�c CExr.OFAWN. 570/2770 NTS 13 OF 13 MD-SGD570-01 B I MI�►M% MIAMI-DADE 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) 315-099 NOTICE OF ACCEPTANCE (NOA) www.miaini4ade.p-ov/n-cro/ PGT Industries 1070 Technology Drive Nokomis, 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 -510" White PVC Horizontal Roller Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 5191 2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for germination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-0901.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-11141.06 a Expiration Date: February 17, 2016 Approval Date: February 09, 2012 2� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) 2. Drawing No. 5191 2, titled "Vinyl Horiz. Roller Window, Impact resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of HR -510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTIr-5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS: 1. Anchor Calculations, and structural analysis, complying with FBC 2007, prepared by manufacturer, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 2. Glazing complies with ASTM E1300-02/ 04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 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 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime D. Gascon,P. E. Product Control Section Supervisor NOA No.114114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED F. STATEMENTS (CONTINUED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration Testing Laboratory, Inc., dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) G. OTHERS 1. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series HR -510 White PVC Horizontal Roller Window-L.M.I., approved on 02/17/10 and expiring on 02/17/2015. Jaime D. Gascon, . E, Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February 17, 2016 Approval Date: February 09, 2012 E-2 ® IMPACT -RESISTANT HORIZONTAL ROLLER BOX FRAME AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: A:718° 10 -8/18" HIH - SGP + 7MW- ABR+ lArA CAP B. 7/8° IG -8118° HIM - SGP +7/18' - AIR+ 1/8'T CAP 2. CONFIGURATIONS: XO AND OX 3. DESIGN PRESSURES: +=--70 PSF (ALL GLASS TYPES LISTED) 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. SHUTTERS ARE NOT REQUIRED. & ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, THE 33 1/3% STRESS INCREASE NO NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. APPROVED ANCHOR8:1, 010 STEEL SCREW (GS) 2,3116' ELCO ULTRACON. S. REFERENCES: TEST REPORTS FTL-8818; ELCO TEXTRON NOA 07.0428.01; ANSUAF&PA; NDS -2008 FOR WOOD CONSTRUCTION; ADM -20M ALUMINUM DESIGN MANUAL. T. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDR40 CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (14VH4 & SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT 18 NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 8. ADHESIVE SEALANT SHALL BE LOBED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. ®Design F7asemRevere IepaaKeung p +60 N 70 MF ena emu t Im�4 I .comm) +wl-7oF8F L®6e a GrjY 8112" MAX. 73° MAX 32 9/18 FLED DLO WIDTH 32 314 VENT DLO WIDTH X O GENERAL NOTES ELEVATIONS....»....«...»..«. »»......» » .«..1 GLAZINGDETAILS...... ........ --..-..2-3 SECTIONS, «««.««.».2- SECTIONS, I.F. FRAME . .» »...._» ».«..4 SECTIONS, BOX FRAME..-..-...-..--- B PARTE ...... 6 EXTRUSIONS.....««...«.....«»..»«».....«...«. 7 ANCHORAGE SPACING, BOX FRAME.. 8 ANCHORAGE DETAILS, BOX FRAME -«.9 ANCHORAGE DETAILS, I.F. FRAME. -10 INTEGRAL FIN MAX. SIZE a 73° X 87 u--- I I I ! I BOX FRAME SEE SHEET 7 FOR 18' MAX O.C. i-- MAX. SIZE = 73°X82° ANCHOR REQUIREMENTS 8112° Max `0=„== trona ELEVATIONS & ANCHORAQE 529 V1n Hartz Rod®r VVMdow, tm ct-resist Notcotsa. �sa274 Imle NTS 1 -110 " 8181-2 _ ,�ltillllt//. ,1 ,`Z�. ��pENSE 705 LUZ STP; SII ,LIJ ' 0% FLofa .-*;�I /��'�icSS�ONAL.i �� A LYMtl PR. P" 50705 OVERALL GLASS NOMINAL r LAMI GLASS NOMINAL HEAT STRENGTHENED GLASS 80 DUPONT oPINTERLAYER P HEAT STRENGTHENED GLASS 112° NOM. rGLASS SITE OPTIONAL FLANGE 7/8" LAMI I.G. GLAZING DETAIL ��.�`'N� IYNIV WITH 5/18" LAMI GLASS AND 1/8" CAP b�GENStc' • .� �� * No. &8705 a J.J. 17111 NO CHANGE THIS SHEET GLAZING D AILS - BOX OR FLANGE FRAME ;p Frn�� . • ' ��:� +moTecHnowororove � ,'�• toRto . G��. J.A.0119 0 A Ow make 99 owing time. N=MA FL3aM R.WMD. caw PA. �t,am VinHodz. Roller Window Im BCMB818/Bnt '�%r`S,�ONAL �� • . � NOKOTtlgB, FL94274 eek sow wk smme:a be JR oeH oto 1:1 2 -10 5181-2 B PXL# am OVERALL GLASS NOMINAL 8/1V LAMI GLASS NOMINAL. (8° HEAT STRENGTHENED GLASS 711V AIRSPACE .090 DUPONT 1!8" ANNEALED OR SGP INTERLAYER TEMPERED GLASS A' HEAT STRENGTHENED GLASS 1!P° NOM. GLASS BRE 32 38 37 28 29 EXTERIOR PRODUCERMSM .� ®awp1Y�8 wIIA 160 Ftoil� OPTIONAL,NO�.o FLANGE 7/8° LAMI I.G. GLAZING DETAIL .��aNN LYN/v WITH 5/16° LAMI GLASS AND 1/8" CAP * No. 88705 aaosa� `� BTA O!1 �jvltl� 10H7H1 B NOGHANQE'MIS SHEET �oror�aocn cavePGLAZING DETAILS - INTEGRAL FIN FRAME '...omoP.• a !l cne make dra 00. ACKMMFLSaMVin Horiz. Roller Window, Im reststaM ��''sS�ONA1- \%\ r.FL � ° r�oKOMie, � Barra ' X1 1 3 a 10 W— 5181-2 8 A L u P.L SEE NOTE SEE NOTE 1 SEE NOTE SEE NOTE 4 EXTERIOR DETAIL D HEAD SECTION DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOM, 1. k8 x 12 FL SMS, LOCATED AT 4 Wr FROM EACH END AND AT 18" O.C. 2.68 x 318 FL SMS, LOCATED AT 412' FROM EACH END AND AT Ur O.C. S.118 x 112 FL SMS, LOCATED AT 412° FROM EACH END. 4. CAM LOCKS: (2) AT r EACH END 8. WEEPHOLES ARE VX Mr. SEE SHEET 1 FOR LOCATIONS. HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) i mTMM%F ve nuxcaasa, LUM I [F�x P.O. BQx t� Nom, PL 36274 SEE NOTE SEE NOTE DETAIL E SILL SECTION i WOO CCU / ►VIVO - ►►v ► Cyf WL rAy 4nid Horiz Roller IMndow In ad-rw]w 112 4 10 51812 % % I I I I I I I ►- 0"Hyl LYNN �� A'�a •' 41GENS�c''�ff ��i: * No. 58705 ''/irs/Ot�R�IA�,L1 -I-� �`• A. LYD�+itlu, P.B. P.EA 337th DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION No rES: 1. 06 x *2 FL SMS, LOCATED AT 4 912" FROM EACH END AND AT 18' O.C. 2. #6 x 318 FL SMB, LOCATED AT 4112" FROM EACH END AND AT 10'0.C, 3.06 x 112 FL SMS, LOCATED AT 4117 FROM EACH END. 4. CAM LOCW. (2) AT 7' EACH END 8. HfEEPHOLES ARE PX 3118'. SEE SHEET 1 FOR LOCATIONS. A DETAIL D HEAD SECTION SEE NOTE SEE NOTE B DETAIL E u u 90 „i SILL SECTION ��.�`o�.� HOT WELD CORNER ASSEMBLY BOX FRAME) 2 — * No. 6a7os �- ° q � r r7irr o ctuHOE res SHEET arA of ; % r r�rerr a rvo a + sPCROSS SECTIONS -BOX FRAME ss �c�►o ��: ,'�''•• va7 9 VM t Holtz. RaftrWMrrdow, k g-reslstartt MW6N FL 34171 ftdwum* wea um �7 �Q 0.L IgxLER, PF. amaw Holo 12 6 d r0 BrBr 2 B P6A8 21 13 "/ 16 16 18 O 1 O 8 O 21 11 24 26 4 PRODUCT REMED 40 cft Ox Ala�de NO �• 10 " 36 LYNN No. 68706 %0/47%11 NO CHMW THIS SHEET .iP0' . STATE _♦ 1om9�t+mo9oer o1avE BOM &EXPLODED VIEW ,� ' ., Fcot:►oP• ' 01 Removed 3/4° end nan sons nwW,� HO& Roller Impact-resiatanf � ��'�,,�40INA P.E. iQ9 ply NOKf8, FL 917/4 i1R810 NTS e a 10 6481-2 Q P.B.063m9 J.R. 08/1?4� ITEM DW6 NO. PART A DESCRIPTION QTY 1 8168 88188 FPolM6F6AR�-APDJAN88 FlNONLY 4 a 6188 88189 FRAMEh� BLLAPOJANBB ONLY) 4 4 8902 86102 FDIEDR9EE1940RAL 1 8 8123 889x3 FDIEDN�TG9pRAL-AL410T4AAREAF. 1 8 76%1FPAW 8x9°Fi9Tr6;tICAA9LOCK, 4 8 78)p9aFpA8X 8CR 81p 1!a° PPTi/PEAB Fp(� 4 9 71 330028 AL1lsA8L5�VI8L9�A0RTPLAI'EB 2 90 6938 88138 ROLLFRTNAOK 1 99 6188 88168 ANTI LIFT a 9a 71a9svu o�TALw,1�41�.ea.u3s ONLY) VA18E� 93 8908 86188 BASH N1EI&.00it RAL 1 14 8114 88114 M6iLOC1(RAL-ALIAYAN�3RB19F. 9 98 76206'31AW C4M8WEEPLO(2t8 2 18 7893381kYV G1b18WEE3+L0O1(K�t a 19 1844 81844W W91P. •187 x .270 Fa4�1L 1 18 8197 88937 BA8H8�RAL 1 18 8114 88914 B�RgL-ALtAIREB�E. 1 � 9894 81894W W91P.,187x.270FW8FAL 9 a9 61� X108 BABHTOP8BOT10MRAL a 22 8114 88194 T�iBOTRN�ARAL-AUAf04UMRcTO''. a � 1844 81844W Wd1P.187x.a7eF®V86AL a 24 22&9 4219 ROLLERMOtJSWD 2 � 78RWiiL2 8RA88 WF®.B 4 a8 71NaRN ex 92 FHPHL02P�8IW8 VARE.R a7 783BFlN 7x318 FN PHtl. �8/G93 VAli69 a8A BBUV�t'H8 7118° 8th-8AAt33i 288 88N(f3f(98 9A" 8tlP8i-�A�i 28A 8112 88192 IiIAZD� READ, 9 -LIFE 7!8° U1A0 LQ fUA88: 9B° 7Hvti� 32A OUB-A9i4PACR•1/8°ANAd?ALED-.098 - PVB ME18.AYER-118° ANNEALED (Mr LAAq 718" LAW LGL OLA88: 9/8° ANI�AI.® � OU1130ARD-AQ�ACE•118°ANN6AL®-.090 - P+1B ME>BAYER • 118° ANWPAL®(�'18° LAAO 94 8�1 9 3s Wa�oove� a 37 BERNKa BLOCK 39 8Lb0f9E00Yd11M 21 13 "/ 16 16 18 O 1 O 8 O 21 11 24 26 4 PRODUCT REMED 40 cft Ox Ala�de NO �• 10 " 36 LYNN No. 68706 %0/47%11 NO CHMW THIS SHEET .iP0' . STATE _♦ 1om9�t+mo9oer o1avE BOM &EXPLODED VIEW ,� ' ., Fcot:►oP• ' 01 Removed 3/4° end nan sons nwW,� HO& Roller Impact-resiatanf � ��'�,,�40INA P.E. iQ9 ply NOKf8, FL 917/4 i1R810 NTS e a 10 6481-2 Q P.B.063m9 J.R. 08/1?4� ITEM DW6 NO. PART A DESCRIPTION QTY 1 8168 88188 FPolM6F6AR�-APDJAN88 FlNONLY 4 a 6188 88189 FRAMEh� BLLAPOJANBB ONLY) 4 4 8902 86102 FDIEDR9EE1940RAL 1 8 8123 889x3 FDIEDN�TG9pRAL-AL410T4AAREAF. 1 8 76%1FPAW 8x9°Fi9Tr6;tICAA9LOCK, 4 8 78)p9aFpA8X 8CR 81p 1!a° PPTi/PEAB Fp(� 4 9 71 330028 AL1lsA8L5�VI8L9�A0RTPLAI'EB 2 90 6938 88138 ROLLFRTNAOK 1 99 6188 88168 ANTI LIFT a 9a 71a9svu o�TALw,1�41�.ea.u3s ONLY) VA18E� 93 8908 86188 BASH N1EI&.00it RAL 1 14 8114 88114 M6iLOC1(RAL-ALIAYAN�3RB19F. 9 98 76206'31AW C4M8WEEPLO(2t8 2 18 7893381kYV G1b18WEE3+L0O1(K�t a 19 1844 81844W W91P. •187 x .270 Fa4�1L 1 18 8197 88937 BA8H8�RAL 1 18 8114 88914 B�RgL-ALtAIREB�E. 1 � 9894 81894W W91P.,187x.270FW8FAL 9 a9 61� X108 BABHTOP8BOT10MRAL a 22 8114 88194 T�iBOTRN�ARAL-AUAf04UMRcTO''. a � 1844 81844W Wd1P.187x.a7eF®V86AL a 24 22&9 4219 ROLLERMOtJSWD 2 � 78RWiiL2 8RA88 WF®.B 4 a8 71NaRN ex 92 FHPHL02P�8IW8 VARE.R a7 783BFlN 7x318 FN PHtl. �8/G93 VAli69 a8A BBUV�t'H8 7118° 8th-8AAt33i 288 88N(f3f(98 9A" 8tlP8i-�A�i 28A 8112 88192 IiIAZD� READ, 9 -LIFE 7!8° U1A0 LQ fUA88: 9B° 7Hvti� 32A OUB-A9i4PACR•1/8°ANAd?ALED-.098 - PVB ME18.AYER-118° ANNEALED (Mr LAAq 718" LAW LGL OLA88: 9/8° ANI�AI.® � OU1130ARD-AQ�ACE•118°ANN6AL®-.090 - P+1B ME>BAYER • 118° ANWPAL®(�'18° LAAO 94 8�1 9 3s Wa�oove� a 37 BERNKa BLOCK I.F.FRAME J DWG #5116 RIGID PVC BOX FRAME O DWG #5189 RIGID PVC aff FIXED MEETING RAIL O4 DWG #5102 RIGID PVC SASH INTERLOCK RAIL REINFORCEMENT 14 78 Z2 DWG #5114 At 6063-T6 I--1.020--1 r 174 1 FIXED MEETING RAIL REINFORCEMENT O6 DWG #5123 At 6W5 -T6 1.847 1.LD-.= 180 SASH SIDE RAIL 18 DWG #65137 RIGID PVC 1.308 210 .880 .a36 I.G. BEAD ROLLER TRACK/ANTI LIFT ®DWG #5112 DWG #6138 DUAL PVC 10 RIGID PVC SASH INTERLOCK RAIL 13 DWG #5105 RIGID PVC SASH TOPSOTTOM RAIL a1 DWG #55106 RIGID PVC EXTRUSION CROSS SEC NOKO R $M Tm as fc,� RXftHork Roller IMrrdow R 9CL74 � Omlo 1:1 1 7 a 10 5191-2 * ' No.68706 to to^�Q�•. BTA t) (V: a �rra��t Pa pmum HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +60/-70 PSF OR LESS WINDOW HEIGHT On) 24 30 1 36 1 42 1 48 1 54 1 60 63 WINDOW WIDTH (in) ANCHOR LOCATION 0 OF ANCHORS REQUIRED (TYPE 1 OR 2) 24 Head and Sill 2 2 2 2 2 2 2 2 Jamb 2 3 3 3 4 4 6 5 3e Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 6 42 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 6 48 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 6 6 64 Head and 801 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 6 5 60 Head and Sill 5 5 6 6 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 88 Head and Sill 5 6 5 5 5 5 6 5 Jamb 2 3 3 3 4 4 6 5 72 Head and SNI 6 6 5 5 6 6 a a Jamb 2 3 3 3 4 4 6 5 73 Head and SIR 5 6 5 6 6 51 8 8 11 Jamb 2 3 3 3 4 4 5 5 NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. I TEOIiNOLOGY oPoV@ NONDA11%Fl. 80718 F.00cveae 10.12 B.eg.180714 ANCHORAGE NOTES FOR BOX FRAME: 01. ANCHOR TYPES: 1- 3118' ULTRACONS BY ELOO (FOR MASONRY SUBSTRATES) MINIMUM EDGE DISTANCE OF 1". 2 - 010 8M SCREWS. GRADES (FOR METAL AND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF 3/8". 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWBNG DIMENSIONS, 8.8" MAX. FROM ALL CORNED JAMBS -1&3125" MAX. O.C. HEADIBILL -18' MAX. O.C. 3. INSTALL PER THE ADJACENT TABLE ANCHOR OUANTrnES USING THE DIMENSIONAL CRITERIA OF NOTE 2 4, ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 & 10. dw Florida ``�N•ONy 6TNIV M/ * N. 68705 tBTA OF o II '"� �'•. •' �[/; WCHOR CHAWTS .'.,'�`�:'' goRivP. ' G�`'�• nn Hort Roller lMndow, 1 t '�SS/ONAL qe",% raw NT8 8 d 10 5191.2 8 ." Pe 810 SCREW, SEE SHEET 8 FOR SPACING FLANGE SCREW, SEE EET 8 FOR SPACING 810 SCREW, SHEET 8 FOR SPA( FLANGE 114" MAX, SHIM T1 3!8° MIN. JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1348° MMI APPROVED MASONRY 3.0 Kill MIN. CONCRETE APPROVED MASONRY ANCHOR, SEE SHEET 8 . • OJt�1 a 1031 CMU. ANCHOR, SEE SHEET 8 114' MAX SHIM —•�I 1 �— ` ..` FOR SPACING "• i ;' a a' : a • !;'. FOR SPACING "�;4; .'; y:. •. •. .d • • '� !'!, , r . 13w MIN. MAX •° r' �•°• REMOVEASLE 1k° J FLANGE MAX SHIN , "' *Y REIVtOVEABLE •„�• ' • V • :,.' .�. ' • . • •, :.• FLANGE.. • ,�; • i % ' REMOVEABLE FLANtiE 3 8 K81 MIN CONCRETE APPROVED MASONRY r ...:. . ..YA.`'" • 1318' MIN r ;i; a «•s �':• ,• ':• ; ,i j OR 1.6 K81 MIN, CMU ANCHOR SEE SHEET 8 3.8 K81 MIN CAR�CTZETE .. FOR SPACING OR 1.6 KSI MIN. CMU JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL NOTES: I. FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MW41-NAM COUNTY APPROVED 3118° ULTRACON, EMBEDED 13/8° MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY, USE 810 STEEL SCREW, EMBEDED 1318" MIN.. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JUIOSDICTKX 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF W03 -T8 AND A MINIMUM OF VB° 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 810 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. , L«,Yam INSTALLATIONDETA S-BOX/FLANGE NOMMIS, P� ,� VI Hada. RoNer Window Im pact-res/sta x0x �.a 4 �1 Hate 12 8 a 10 61812 NOTE:INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS s"',I 1.YN1V M/ * N0.88706 SlTtff 11% mum., sIO�N�A`��1�. A LYNN PA Rumm I /4° MAX. SHIM —►i 1-- 1/8'(.131') DIA. x 21/2' NAIL, ® SEE SHEET 1 FOR SPACING FLANGE 241 lw MAX SHIM REMOVEA13LE FLANGE—/ L 1W (.1317 DIA. x 2 VT NAIL, Jpj dw ® SEE SHEET 1 FOR SPACING JAMB W/ NAIL FIN HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING -i411 • MENEM ® EE(SHEET IFO i NOTES: 1/4• fMAX SHIM T SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 1. FOR INTEGRAL FIN APPLICATIONS IN MIAIl"ADE COUNTY, USE 1/8" (.1311) DIA. x 21/T NAIL 2. WOOD SUCKS DEPICTED IN THE SECTIONS ON TH18 PAGE AS Ix ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1111". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED A8 2x ARE 11/2' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 8083-T8 ANDA MINIMUM OF Iff 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 SUCKS. THE ANCHOR SHALL BE A610 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. NOxOlAB, FL 34278 Po.egxlw NOx�7i8. FL 34274 Imlo 112 110 a f0 NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2)c WOOD BUCKS TO BE ENGINEERED BY OTHERS 5181-2 r ��t�ONvOEN..... ix STA A PJL P.8:8 mm MIAMI•DADE MIAMI DADS COUNTY o 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} .vw.miamiaadegov�ee000mv CGI Windows & Doors 10100 NW 2e Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Targa 7500" White PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W13-20, titled "Series 7500 Vinyl Fixed Wdw. (L.M.IJS.M.I.r, sheets 1 through 8 of 8, dated 05/10/13, with revision A dated 01/20/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA,shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination ,and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Zjl3EIA- NOA No. 13-1115.05 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No. W13-20, titled "Series 7500 Vinyl Fixed Wdw. (L.M.I./S.M.I.)", sheets 1 through 8 of 8, dated 05/10/13, with revision A dated 01/20/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of extruded vinyl equal leg,/fin/flange frame fixed windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014633P, dated 10/22/13, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 08/13/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP -- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlaye&' dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 4. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America, LLC for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. Manuel Pe Product Controlxami r NOA No. 13 ' .05 Expiration Date: February20, 2019 Approval Date: February 20, 2014 E-1 . CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, and compliance with FBC 2010 and of no financial interest, dated 10/22/13, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Approved Proposal issued by Product Control Section, dated 01/07/13, signed by Jaime Gascon, P.E. G. OTHERS 1. None. E.2 Mansel Pe . Product Control=-.05 er NOA No. l Expiration Date: February 20, 2019 Approval Date: February 20, 2014 4r SILL FALSE MUNTINS, (SURFACE APPLIEBEO) 42 9/18" MAYBE USEEDD (THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE DdPACT. SHUTTERS ARE NOT REQUIRED. SERIES 7500 VINYL FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR MM WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADS COUNTY APPROVED CUPPED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMTTEO TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 47" INTERIOR FRAME WIDTH 7 1/8" 6' MAX MA)L Sl HEADN/ILL Ala su CORNERS t I I� II I� II ii II I , I I i 1, ,I 1, ,I 11 II 82 i t 7 FALSE MUNTWSG1 (SURF PLIED 42 8/16'+ BE O.L. OPG. O INDEX OF DRAIM SHEET NO. DESCRIPTION I GENERAL NOTK FLANGE, FLUSH & FIN FRAME ELEVS. _ 2 WINDOWS CAPAC17Y CHARTS 3 GLAZING DETAILS 4 & 8 FLANGE FRAME DETAILS 6 FLUSH DETAILS 7FIN FRAME DETAILS 6 BILL OF MATERIALS. EXTRUSION DETAILS FRAME CORNER CONSTRUCTION DETAILS DLO WIDTH INTERIOR FRAME WIDTH - 4.4375" DLO HEIGHT INTERIOR FRAME HEIGHT - 4.4375" LAMINATED GLASS b INSULATING LAMINATED GLASS LARGE & SMALL MISSILE IMPACT Y fn9nIAt1 pj . FLA. PEE 7 2 F1oPtk1 kll+'�P1i81frItA�Bf• CAN. Dgtt _ 1.1i�nm71' D, Ar :Retla�}N-CauUa Dylll1LQdi jet droving no. 9� W13-20 h=l WIDTH AND LENGTH DWENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. DISIGN LOAD CAPACITY - PSI? INTERIOR FRAME DIMENSIONS GLASS TYPES A', & 'Al', GLASS TYPES B', k 'BI', WIDTH LENGTH EXL(+) 1NT.(-) EXT.(+) 1NT.(-) 18-1/8• 25-1/2' 38" 41' 47' 52-1/8' 25' 80.0 50.0 80.0 80.0 80.0 -- -$0.0 80.0 80.0 50.0 50.0 --ii-.0 80.0 50.0 BOA 80.0 80.0 50.0 50.0 80.0 80.0 80.0 50.0 80A 80A 18-1/8" 25-1/2' 38" 41" 47' 52-1/8' 37-3/8' 50.0 50.0 80.0 am 80.0 50.0 80.0 _80.0 5" 50.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 50.0 80.0 80.0 50.0 SOA 80.0 80.0 18-1/8" 25-1/2' 38" 41' Cr 52-1/8' 49-8/8' 50.0 50A 80.0 _ 80.0 _ 50.0 50.0 BOA y 80.0 80.0 50.0 80.0 80.0 50.0 ..60.0 80.0 a" 50.0 50.0 80.0 80.0 - 60.0 50.0 78.8 759 18-1/8" 25-1/2" 38" 41' S8• 60.0 50.0 80.0 80.0 5_010P50.0 80.0 80.0 50.0 80.0 80.0 50.0 80.0 80.047' 50.0 80.0 80.0 18-1/8" 25-1/2• 36' 47' ga•b0A80.080041' 50.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 50.0 80.0 80.0 _ 50.0 50.0 80.0 80.0 18-1/8' 25-1/2' 38' 73-1/4' 50.0 50.0 80.0 80.0 80.0 50.0 80.0 80.0 60.0 50.0 80.0 80.0 18-1/8' 25-1/2' 38' 711' %0 60.0 80.0 80.0 _ SOA 5" 80.0 80.0 50.0 50.0 I 80.0 I....80.0 h=l WIDTH AND LENGTH DWENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. W. WIDTH WINDOW WIDTH WIINDOW III 1 I1 I r `' _j. WINDOW I I WINDOV1 Y11pTH_, WINDOW MOTH WIDE_, . u � 1 WINDOW WIDTHWI, ,WIDTH WINDOW WIDTH $ L J ALLOWABLE LOADS FOR ALTERNATESHAPESAS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ANCHOR SPACING AT GEOMETRIC SHAPES: ALL ANCHORS ARE SPACED AT 6" FROM CORNERS/WELDED JOINT ENDS AND 7-1/8" O.C. jj A NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED OPS ASTM E1300--09 (3 SEC. GUSTS). n Engr, CML 4P vw a cmpwa va i09 b , RA PE 35380592 � r Ing S NOAB A9 n 1 e Prodeet �P Y 20%Di , drawing no. W13-20 a� DESIGN LOAD CAPACITY - PSR INTERIOR FRAME DIMENSIONS GLASS TYPES 'A', k 'Al', OLAP TYPES B', k 'B1', WIDTH LENWH 1DCL(+) INT.(-) EXL(+) INT.(-) 23' 20" 35" 41" 47' 53' 59" 47" 80.0 50.0 60.0 80.0 50.0 80.0 80.0 SD.0 50.0 50.0 80.0 80.0 50.0 -50.0 BDA 80.0 50.0 50.0 BOA 80.0 50.0_ 50.0 80.0 80.0 SOA 50.0 60.0 80.0 23' 29° 35" 41' 47" 53' 63' 50.0 50.0 80.0 60.0 50.0 50.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 50.0 50.0 80.0 80.0 80.0 80.0 70.9 70.9 23' 29" 35° 41" 47' 82' 50.0 50A 80.0 80.0 80.0 50.0 80.0 80.0 50.0 50.0 80.0 80.0 50.0 50.0 80.0 80.0 50.0 50.0 80.0 60.0 23' 29' 35' 41' �• 50.0 50.0 80.0 80.0 _ 50.0 50.0-1 80.0 80.0 50.0 50.0 80.0 80.0 50.0 _ 50.0 80.0 80.0 23' 35' 41' 50.0 80.0 80.0 80.0 50.0 50.0 60.0 80.0 SOA - 50.0 BOA 80.0 80.0 80.0 80.0 80.0 23' 28' 35' 77" 50.0 _ 50.0 809 50.0 30.0 fi0.0 80.0 80.0 80.0-+.._80.0 80.0 80.0 W. WIDTH WINDOW WIDTH WIINDOW III 1 I1 I r `' _j. WINDOW I I WINDOV1 Y11pTH_, WINDOW MOTH WIDE_, . u � 1 WINDOW WIDTHWI, ,WIDTH WINDOW WIDTH $ L J ALLOWABLE LOADS FOR ALTERNATESHAPESAS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ANCHOR SPACING AT GEOMETRIC SHAPES: ALL ANCHORS ARE SPACED AT 6" FROM CORNERS/WELDED JOINT ENDS AND 7-1/8" O.C. jj A NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED OPS ASTM E1300--09 (3 SEC. GUSTS). n Engr, CML 4P vw a cmpwa va i09 b , RA PE 35380592 � r Ing S NOAB A9 n 1 e Prodeet �P Y 20%Di , drawing no. W13-20 a� 3/18" ANN. CLASS 3/16- ANN. CLASS �u OR OR 3/18" HEAT STREN'D r� 3/18° HEAT STREN'D 075" INTERLAYER Q 080' INTERLAYER SAFLEX CP BY 'EASTMAN CHEMICAL' 1 SAFLEX CLEAR 81' 'EASTMAN CHEMICAL' .0 8 096' INTERLAYER SENTRY" BY 'DUPONY 3/18" ANN. GLASS 3/18" ANN. CLASS OR %18" HEAT STREN'D Q a 3/18' HEAT STREN'D i77 SILICONE SILICONE YL y� GE 1200 GE 1200MY AiS. DOW CORNING S" DOW CORRNING NING 995 g $ I DOW CORNING 995 � A7 GLASS TYPE 'A' GLASS TYPE 'B' 7/16' OVERALL LMA. GtASS 7/18. OVERALL LAM. GLASS - - - - -_ g 3/18' ANN. GLASS 4 3/18' ANN. CLASS OR OR 316" HEAT STREN'D 3/18" HEAT STREN'D N en 3/8" AUR SPACE 3/8' AIR SPACE 075' INTERLAYER Z Z 080' INTERLAYER SAFLEX CP BY 'EASTMAN CHEMICAL' DR SAFLEX CLEAR BY 'EASTMAN CHEMICAL' 080" INTERLAYER _ O_ 3/18' ANN. GLASS 3/16" TEMP. GLASS SENTRYGLAS BY 'DUPONT'OROR 3/18' TEMP. CLASS 3/16' ANN. GLASS 3/18' ANN. GLASS 3/18" ANN. GLASS U OR HEAT STREMO o 3%18' HEAT STREN'D g SILICONE GE 1200E � � GE 1200 DOW CORNING 898 1 DOWCORNING 899 DOW CORNING 995 I DOW CORNING 985 r6 I II �I 1 II II �I II I 1 it W p CAROINAI. XL p CARDINAL XL EDGE SPACER EDGE SPACER tl8 ST. STEEL m ST. STEEL o o GLASS TYPE 'Al GLASS TYPE 'Bi' G S 1" OVERALL INSUL LAM. CLASS 1" OVERALL INSUL LAM. GLASS ' (L.M.I ONLY) JAWRW dpprovcrlmcaaplyMB ilZLf 1d1 FIA PE I� Fio>rW n Irog e 8 C.A.M. 3538 Date i (S.M.I.) 61� D eProunM 8 ' IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'Bi' MUST BE TEMPERED. BS.. drawing no. IA 4 7 W13-20 sheet 3 of 8 1BY WOOD BUCK • : SEE.•NOTE-ON SHEET 1a7 •�.+.. d e o ,d . eA e' a• .a •:i a• O a W O �i ANCHORS k\aKa" ° I \:... •.'... e_. a'.' Q o . • a d • e A SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE SEALANT. I ° d e. vs TYPICAL ANCHORS sv. ° TYPICAL ANCHORS FOR WUCK SPACING WOSFOR EM. NO MIAMI -DARE COUNlY APPROVED MULLION & MULLION ANCHORS z 0 SEE SEPARATE NOA P yy .DGE DIST. i i6 MCAL ANCHORS SEE_ ELEV. rt Tp` FOR SPACING fA WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM - AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING as j[4" DIA. TAPCON BY 'TRV' (Fu=120 KSI, Fy-92 KSQ I,/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, FY -155M) p a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C) 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY y1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 (4", 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Z z " DIRECTLY INTO CONC. OR MASONRY ri 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) I fA g= 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) U c 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) O INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN, THK. 1/8') INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o TYPICAL EDGE DISTANCE 6 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS fc m 3000 PSI MIN. � o C-90 HOLLOW/FILLED BLOCK.AT JAMBS fm a 2000 PSI MMI. o a FLANGE FRAMES n_ Engr. JAVAb P19dAD b t Fla P 170592 r0cg Wl. iA N. 35M By..eDwDto duct 4 2014 droWing no. W13-20 Z F 1/4• MAX.a INTERIOR FRAME MM 1/4• MAX. � SHIM SHIM41 O 1/4• SHIM TYPICAL ANCHORSSEE ^i MAXFOR EL, SPACWO 0$D TYPICAL ANCHORS SEE 0.EV. TYPICAL ANCHORS SEE ELEV. 28Y � SUCK FOR SPACINOI\ v,o FOR SPACING OR TURF /METAL EXTERIOR °M O.L. OPO. S $ M STRUCTURE u^i Z Z 12 1BY WOOD SUCKS a SEE NOTE ON SHE ((� O MIAMI-OADE COUNTY APPROVED CUPPED MULLION $ MULLION ANCHORS SEE SEPARATE AOA 0 INTERIOR FRAME WIDTH INTERIOR FRAME VADTH ry FLANGE FRAMES C AHNAO cra FCAN Z FYordascai d q 53� _ __- - ---- NOAN h1 °I Vnd° T�mdnq (aD d`' dralVing no. W13—GO TYPAL ANCHORS P+ 6o 6�d SEE ELEV. FDR SPACING -A sheet 5 of 6 TYPICAL ANCHORSSEE ELEV A EDGE DIST. FOR SPAt['G Z 3* °•' ° . <.'.. •..... . n b,: . a.,'!, ,,'. a 6 . ° FLANGE AND FLUSH FRAMES CAN BE "• ; ': ,.; :; ...'', t .• a ' USED AT ALL ANCHORAGE CONDITIONS. Al ccemn r f 11 E4 1/4• MAX. INTERIOR FRAME WIDTH W ' I SHIMS 3 l ;I C1� I 11 11 Et { a Il - ll I I 1 11 11 I I . o E4 yygggg��..1 ��rr�77 C (BB' N Offi� EXTERIOR z c� I 1 I it ul UQ�� II ,l TYPICAL ANCHORS--� SEE ELEV. 1 11 FOR SPACING MIAMI -DARE COUNTY l 11 APPROVED CUPPED MULLION 11 EE SEPARATES NOAH g I eC I II II INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH I 1 II 1 1 11 1 I E4 d�{ Q�N 81 4 FLUSH FRAMES ... 44 - - F(A PEE+ %0802 I eB NplylRgWilil�P 1 0 4.. = 3838 c4adc R Ff o' a .4 S'rnduN�otp °, a .° 5TYPICAL � ANCHORS TYPICAL ANCHORS ,dA�12 .A FOR SPACING EE ELEV. FOR SPACING 1�sh TYPICAL ANCHORS X SEE ELEV. 11� FFFi» MS FOR SPACING W ` e TYPICAL ANCHORS: G c n FIN FRAMES: SEE Em. FOR sPAcm AS SMSANOOD St EWs (OWE 2 CRS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD 3/4" MIN. EDGE DISTANCE Q I If II II � II II _ II II to qNi II 11 1 II I i 1 II It 1%4" MAX. INTERIOR OR FRAME MOTH W III SHIM CAP �I II 3/4" MIN. II II C2 O I I I If Zz� II II II pp� �� II II I EDG E4 f/f U S I n n I I 1 II II II I II II 11 II EXTERIOR I II ,I II II II E4 TYPICAL ANCHORS SEE El". „ FOR SPACING o ro BG u FIN FRAMES n_ En1r:.10 AHMAB a a g FLA. PECAN. / 7 882 �Xed iv ro tQO• ' Oft W� \� n Mtarel d e net C ro a �AIY �j Dr'k&&udZ drawing no. Ms rfpm ANCHORS M W13-20 FOR SPACIW 3b24 .788 1.804 .080 080 _L6 L 1.418 GLAZING BEAD (LAM. GLA a26G V FLANGE FRAME ® FLUSH FRAME FIN FRAME .230 .626 .038 .86t GLAZING SEW (INSUL LAM. 681 080 .322 —f Ea SCREW COVER CODE PART No. DESCRR"TLOBI MATERIAL MANUP. REeaRKB E1 COI -1000 LEG FRAME PVC DECEUNINCK NORTH AMERICA U.C. E2 _ 00I-1013 _EQUAL FLANGE FRAME PVC DECEUNINCK NORTH AMERICA LLC. - E3 Cal -1018 FIN FRAME PVC DECEUMICK NORTH AMERICA U.C. E4 CGI -1003 SCREW COVER PVC DECEUNINCK NORTH AMERICA LLC. E8 CW -1008 10 GLAZING READ v—�---' PVC DECEUNINCK NORTH AMERICA LLC. -._.�. E8 _ CGI -1028 ... 7/18' MONOLITHIC GLAZING BEAD _ _ _ PVC VECEUNtNCK NORTH AMERICA LLC. M1 SCS 1200 GLAZING SILICONE (1/2" X 3/18' BEAD) SILICONE GENERAL AECTIC �-- M2 _ DOW 988 GLAZING SIUCONE (1/2" X 3/18' BEAD) _ SR=NE DOW CORNING M3 Dow 898 OWING SILICONE (1/2" X 3/16° BEAD) SILICONE DOW CORNING MS PROTECTO WRAP WATERPROOFM OR EWN, AT Fret FRAME MB - SETTING BLOCK, 2 PER LRE EPGM - DUROMETER 88t8 ro`�` 0s �i 8 WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, � n EXTRUDER NAME, CRY, STATE AND 'MDCA'. LL if a RECT. OR SQUARE WINOWS WELDED CIRCULAR WMIDOWS o a c d 1 8 $ S �i FRAME CORNERS Engr. FTA PED.70892 spptovedaa"Codlagwlmtlor Cada Data CAN. `1B Diatwit NOA Ala®Protlnet 1 B�` drowin9 no. W13-20 meet a or e MUAMFU DE MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stret, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismidsde my/monomv CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assuronce 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 inay 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 "Clipped" Aluminum Tube Mullion - L.1VU APPROVAL DOCUMENT: Drawing No. M95 -13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Ai- Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration daze or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is. displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12-0221.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-1220.,15 �� Expiration Date: March 28, 2018 aPPROVEDJ Approval Date: February 28, 2013 �11� g Z Page 1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0331.07) 2. Drawing No. M95 -13A, titled Series "Mullion Elevations and Details", sheets 01 through 05 of 05, dazed 11/25/95, with the latest revision "E" dated 12/21/11, prepared by A1-Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HT"080-0105-08, dated 03/26/08 for specimen no.'s 1 and 2, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08-0331.07) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95-0929.39) 3. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL- 0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 02/10/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NDA No. 12-0221.10) D. QUALITY ASSURANCE 1. Miami -Dade Departinent of Regulatory and Economic Resources Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 E-1 CGI Windows & Doors, Inc. N! OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 2010, dated 12/07/12, signed and sealed by Javan Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. HTIr0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 08--0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-%, issued by Hurricane Test Laboratory, Inc., dazed 03/06/96, signed and sealed by Timothy- S. Marshall, P. E. (Submitted under previous NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-0221.10, issued to CGI Windows & Doors for their Series "Clipped Aluminum Tube Mullion - L.M.I.", approved on 05/10/12 and expiring on 03/28/13. -- ---� Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-1220.15 Expiration Date: March 28, 2018 Approval Date: February 28, 2013 E-2 .L29 aaDD —B4OOD CUP AN F 6063-T5 MULLION CUP FOR 1 B TUBES C01-383 6063 -TG (ALT. TO 2 PIECE CUP) MULLION ION IP FOR 20Y TUBES CGI -398 6063-T6 (ALT. TO 2 PIECE CUP) Y] ]I IA-. MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING KOH VELOCITY drawing no. M95 -13A HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTUREE, ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETA0.S, EMBEDMENT TO 615E MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS .INSTRUCTIONS: ARE NOT PART OF THIS APPRDVAL USE CHARTS AND GRAPHS AS, -FOLLOWS. A LOAD DURATION INCREASE 6 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT FOR PARTICULAR OP84M COME INTO CONTACT WITH OTHER DSWILAR MATERIALS SHALL MEET THE STEP USE GAGE COUNTY APPROVED GLAZING PRODUCTS MEETING REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.6.4. ABOVE LOAD REQUIREMENTS. 3 CONNECTION TO Em r: JAVA STEP MULLION AS PER PRODUCT ROVAL � FLA PEOn 8 NS92 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH STEP DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 1i a%WmAyftwmdm CAH''3338 STEP 1 ABOVE. U ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS.STEP 5 ON SHEET GN RATING SELECT R TYPE WITH �12�S'USING IEC10 MO THAN THE DESIGN LOADS SPECIFIED I NSTEP 1 ABOVE.ByyamlTh+dc:" zoiz drawing no. M95 -13A Bill 1 111311111111 1211111 IRRIIIII 11111111 molossmal so III loom 1111131slooll ----------------------------------------------- Nis III NNIIIIIIIIIII lkll,lqk, IN 1911111111111 Ill SESSION, 111 1113,111 1 MEN ME - I's NOW . . ........... go '014-0.5 miles ULTRACON E I I 1 I 2 X 2 X 1/8• ALUM ANGLE I I I ® 14 S.M.S. 2/ ANGLE ! 1 I ! NOTCH ANGLES T ........... 4. r '. .....: .. '.. .. ' 2 MIN. . A 4 v 4 e PRELIAQTdCONC' .8 ° 1/4' DIA. ULTRACON ro % SH..a' 1-3/8• MIN. EMBED 1/ ANGLE ANCHORS TYPE '9' ANCHORS TYPE 'C' �V bOTCI+ WOOD BUCK I TOACCaNMTE 44a 1/4' 0 ULTRACON CLIP.ANDLE TO MASONRY Z z 2/ ANGLE 2 X�U2MX 1/8° a 4 2 �MXA'NG E ANGLE Qe 1 14 S.MS. --r—�� ® 14 S.M.S. 2/ ANGLE° 3/ ANGLE LL /4 ANGLE 0 1nTRAcoN M. EMBED 8 °w M�+ <.d MULLIONANG MUON a MULLIONCONCRETE .e a NAS BLOCKS 0��1I 18Y OR 28Y gl MULLION WOOD BUCK 2 ALUM XANILE ° MULLION 2 ALUMXANGLE e ty 2-5/8' LANG 3_ S/8° LONG p y1 1 q 1 ° 1 F y n I g d yNM1 M 0 1t — , 4 --- o MAX. ---1---- -- d ' 1.800 °.v MAX. c x$$61 H 1/4* D1A. ULTRACON BY 'E7 GO' (Fu.177 KSI, Fy.193 M) WOOD BUCKS NOT BY C.G.I. o W INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED. 1-3/8" MIN. PENETRATION INTO WOOD PRomply Oiy(1y arl" Engr JAV O AHMAD 1 a THRU lay BUCKS INTO CONC. OR MASONRY p800�� VOL 1-3/8• MIN. EMBED INTO CONC. =code -2�Z !S 5 �e.A.N 70 1-1/4" MIN. EMBED INTO MASONRY 8 TYPICAL DISTANCE LN.. con INTO CONCRETE AND MASONRY = 2-1/2" MIN. 744 drawing no. INTO WOOD STRUCTURE - 1" MIN. M95 -13A INTO METAL STRUCTURE = 1/2• MIN. DEC 1 �� sheet 4 of 5 TUBE 1 X2. TRIM WOW BUCKS TO INSTALL ANCHORS O LUL ,/4. TRACON ALUM PLATE 1/8' THK. (8083-T8) ALUM CHANNEL 3 4 X 1,-3/4 X 3/4 X 1/8" TO CLOSE F T MSIbE TUBE O !l o �- I 1 I i 1 12 x 3//4' S.M.S. (z) CT PIATE TD CHANNEL PLATE a . 'PRE�ASTdCONC. 8 2" MIN. P s SILL' EDGE DISI °a 1/4' DIA ULTRACON MIN. EMBED 2 PER PLATE 0 ACCESS HOLE Oi QQ12 X 1/2` S.M.S. 8 SEE diART FOR OUANTRIES TUBE MULLION ANCHOR N0. OF 4 ---------- ----- THIS SCREW CAN 2 X SMS BE_,--�8tCUUNNEITHER PT�A1AE�ON�AII LP R0R aUILI 1/8' THICK ALUM CHANNEL LENGTH TO FR SNUO I I ; ,BY OR 28Y TUBES INTO MULLION i I ANCHORS DETAIL #1 METAL TO METAL CONNECTION SteOTW9 QQ ea C FLA PE &7 592 C.A.M. 38 DEC 10 O BNM� drawing no. A95 -13A MIAMNDADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTRIENT OF REGULATORY AND ECONOAHC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIMION T(786)315-2590 F(786).3152599' NOTICE OF ACCEPTANCE (NOA)+9.miamidade.gov/ecanomx CGI Windows & Doors 10100 NW 2e Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Davie 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 "Targa 7200" White PVC Horizontal Rolling Window — L.M.T. APPROVAL DOCUMENT: Drawing No. W13-42, titled "Series 7200 Vinyl Horiz. Roller Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 07/30/13, with revision A dated 01/20/14, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval doctunent mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-1115.07 Expiration Date: February 20, 2019 Approval Date: February 20,201 4 (Q-114- Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W13-42, titled "Series 7200 Vinyl Horiz. Roller Wdw. (L.M.IJS.M.I.)", sheets 1 through 11 of 11, dated 07/30/13, with revision A dated 01/20/14; prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile impact Test per FBC, TAS 201-94. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of extruded vinyl equal leg,/f rdflange frame horizontal sliding windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014637P, dated 10/04/13, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 08/13/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 2. Notice of Acceptan6e No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 4. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America, LLC for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. 'Nd d ® - Mannt l Pe z, !.I. Product Control ammyr NOA No. 13- 5.07 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED F. STATEMENTS 1. Statement letter of conformance, and compliance with FBC 2010 and of no financial interest, dated 10/16/13, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Approved Proposal issued by Product Control Section, dated 01/07113, signed by Jaime Gascon, P.E., G. OTHERS 1. None. E-2 M nuelez, .E. Product Coutr Exa finer NOA No. - 15.07 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 7 I THESE WIDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. SERIES 7200 VINYL HORIZONTAL ROLLER WINDOIY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED CLIPPED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. OAYLITE OPENINGSe DLO WIDTH - INTERIOR FRAME WOM — 7.750 2 DLO MONT - INTERIOR FRAME HEIGHT — 6.562 (VENT) o INTERIOR FRAME HECK — 4.436 (FOW LRE) • SWEEP LOCKS �1) PER VENT FOR WOW. HT. UPTO 25' AT IAD HEIGHT 2) PER VENT FOR WOW. HT. ABOVE 25' AT 7' FROM TOP & B07TOM .DAA: OLO WIDTH - INTERIOR FRAME WIDTH — 11 3 OLA HEIGHT a INTERIOR FRAME HEIGHT — 6.562 (VENT) - INTERIOR FRAME HEIGHT — 4.436 (FIXED LITE) ,LAMINATED GLASS INSULATING LAMINATED GLASS LARGE & SMALL MISSILE IMPACT /M/,7 FM PC �W 4Fj ��ed �Ico"na 8 With the ueh 1 NOAH 1 044 MIR Dale at aroanng no. W13-42 73 3/4' 110' V INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH 8" MAX 12"8° MAX. t2" 8' HEADSILL /CORN� 7tMkirw SILL HEAD/SILL 7t SILL 3" MAX 3° rd' a El 7t 1 a d o � FALSE MUNTINS ' 33' 33' (SURFACE APPLIED) D.L. IPC. VENT D.L. OPO. FOL LITE 'o 0.1- OPG. VENT D.L. OPG. FOG LITE SWEEP LOCKS ro S MAY BE 115 " 38.1/4' EN t/4 - SWEEP VENT WIDTH SWEEP LOt3C5 FLUSH FRAMES VENT WIDTH • SWEEP LOCK (1) PER VENT FOR WDW. HL UPTO 28" AT 68p HdGHT LL 2 PER VENT FOR WW1. HT. ABOVE 25" AT 7' FROM TOP $ BOTTOM � ,2 P 733/4' 110' N r INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH zS' MAX Z u°i 8 1/8" x o HEAD/SLI. A2 MAX HEAD/SXLL A2 a o 1 CORNERS 8 SILL CORNERS 8 mS U o 8 k6k6 � p�gq m m `�Sdg w m o f Itc r� o o oe 9 0� c< ALLLLLI urtgr. JA AD AfaRM FALSE MUNTINS 33' 33" C11� 4pprowdarcamplylagtWt6Aro (SURFACE APPUI D.L. OPG. VENT O.L. OPO. FTX. LITE ro D.L. OPG. VENT D.L. OPG. FIX. (.ITE FLA PE i OU2 111.01.1.1 lorld u ding a & t CAM. b5J8 pate g MAY BE 38 1/4° 38 1/4' NOAg - y VENT WIDTH FIN FRAMES WW_ ENT W'TH 1141am1 Dade 7rodaN Coal $ b BY.�� Browing no. TYPICAL ELEVATION 201�t � W13-42 sheet of 1;I M. W. n it {I II u II ii I F-7/ u E2 B I trt 7 II 11 II II II II 11 J II I I p u n �� et 7 c n n n e N 11 3J' 33" II II II u II ii I F-7/ u E2 B trt 7 II 11 II II II 11 I I u J 11 II c n n n e N 11 I I B / 11 u u n trt 7 II 11 II II II 11 II B N 11 / 11 � 11 �• II p II J 11 VVV II � II n n- u u n et O u V _I n n n 7 u n � II B N 11 / 11 O V _I n n �1 c n ea n n a I DEMON LOAD CAPACITY - PEP (XO OR OX SIZES) INTERIOR FRAME DIMENSIONS GLASS TYPES 'A', 'Al'. 'B', '61' WIDTH NED9 EXT.(+) INT.(-) 25-1/2" 38•solo 52-1/8' 73-3/4" 26" 60.0 60.0 60.0 60.0 60.0 60.0 25-1/2" 38" 52-1/8' 73-3/4- 37-3/8' 60.0 60'0 60.0 P60.00 60.0 25-1/2" 38' 52-1/6' 73-3/4" 49-5/8' 60.0 60.0 60.0 60.0 80.0 60.0 2s-i/a• 52-1/8" 73-3/4' 62° 60.0 60.0 60.0 60.0 80.0 60.0 BOIL 60.0 23" 31" 47' 73' 80.0 60.0 60.0 60.0 60.0 00.0 60.0 60.0 60.0 60.0 2Y 31" 47' 73' �, 80.0 60.0 80.0 60.0 00.0 i;.0 BOA 60.0 23• 31' 47' 73• 47' 60.0 60.0 60.0 60.0 60.0 60.0 00.0 60.0 a3' Jt• 47' 73' �, 60.0 60.0 60.0 80.0 - 60.0 $0.0 60.0 60.0 x/257 (1/2W) i3 DESIGN LOAD CAPACITY - PEE (XO OR OX SIZES) INTERIOR FRAME DIMENSIONS GLUM TYPES 'A'. 'A1', 11', 'Bl' WIDTH I HEIGHT EXT.(+) TNT.(-) 25-1/2" 38' 52-1/8" 73-3/4" 25• 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 25-1/2" 521/8" 73-3/4' 37-3/8° 60.0 60.0 60.0 60.0 BOAE.60.0 00.0 28-1/2' 38' Sa-1/e° 49-5/8" 60.0 60.0 60.0 28-1/2° 35' 52-1/8' 82' 60.0 60.0 - 60.0 60.0 60.0 23" 31' 47' 73° 23° 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 23' 31' 47' 73' 35° 60.0 60.0 80.0 80.0 60.0 80.0 80.0 60.0 23' 31' 47" 47' 60.0 60.0 60.0 60.0 60.0 60.0 23'50.0 31" 47" 59• 1 60.0 80.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY - PSP (XOX Sun) INTERIOR FRAME DIMENSIONS GLA89 TYPES 'A'. 'Al'. 'B', 'Bl' WIDTH I HEX87T EXT.(+) INT.(-) 73' 105-1/4° 710" 25" 60.0 60.0 60.0 60.0 solo 60.0 73" 105-1/4' 110• 37-3/8' WA 60.0 60.0 50.0 60.0 60.0 73' 105-1/4' 110• 49-5/8' $0.0 60.0 80.0 60.0 _ 60.0 60.0 73" 105-1/4' 110• 62" SILO SO.0 BOA 60.0 60.0 60.0 85' 77" 91' 101' 107' 23" 60.0 60.0 60.0 60.0 60.0 60.0 - 60.0 50.0 $0.0 60.0 85" 77" 91" 101" 107" 35' 60.0 6o.0 _ 60.0 80.0 60.0 so.0 60.0 60.0 BOA 60.0 05' 77" 91" 101' 107• 47" 60.0 60.0 80.0 60.0 SOA 60.0 60.0 60.0 _ 60.0 00.0 B9° 77• 91" 101• 107' 59' 60.0 60.0 60.0 60.0 80.0 BO.o _ 60.0- s0.0 00.0 1 60.0 OPERATING VENT TO BE OPERATING VENT TO BE OPERATING VENTS TO BE 1/2 OF THE WOW. WIDTH 1/3 OF THE WOW. WIDTH 1/3 OF THE WOW. WIDTH 'XO OR OX' 'XO OR OX' 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) INTERIOR FRAME DIMENSIONS GLASS TYPES 'A'. 'A1'. -jr, 'B1' ' (1/3W) (1/3W) (I Am) 73• 105-1/4' 110' 28" 80.0 60.0 60.0 60.0 60.0 60.0 1 OPERATING VENT TO BE OPERATING VENT TO BE OPERATING VENTS TO BE 1/2 OF THE WOW. WIDTH 1/3 OF THE WOW. WIDTH 1/3 OF THE WOW. WIDTH 'XO OR OX' 'XO OR OX' 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) INTERIOR FRAME DIMENSIONS GLASS TYPES 'A'. 'A1'. -jr, 'B1' WIDTH HEIGHT EXT.(+) INT.(-) 73• 105-1/4' 110' 28" 80.0 60.0 60.0 60.0 60.0 60.0 73• 105-1/4' 110• 1 37-3/8' 60.0 60.0 60.0 60.0 60.0 60.0 73' 1 49-S/8' WA 80.0 73• 62" BOA 60.0 55• 77• 91' 101" 23• 60.0 60.0 60.0 e0.o 80.0 _80.0 solo 80.0 65• 77' 91' 101' 35° 60.0 80.0 60.0 60.0 60.0 60.0 BOA 80.0 &R' 77' 91' 47" 60.0 60.0 80.0 60.0 60.0 60.0 65• 77' ' s0A 60.0 60.0 60.0 (1/0) 0/2'n (1/a1 'i OPERATING VENTS TO BE 1/4 OF INE WOW. WIDTH 'XOX' NOTE: CLASS -CAPACITIES-ON THIS SWEET ARE - BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 INTERIOR FRAME DIMS L3 a FLANGE FRAME INTERIOR FRAME DIMS Q� 8 gpp r O. a FLUSH FRAME pt y� INTERIOR FRAME DIMS F w FIN FRAME O ta 000 3i N M z2� By Ito [ r drawing no. W13-42 3/16° ANN. CLASS 3/16' HEAT STREN'D GLASS �y�v N .075' INTERLAYER 075° INTERLAYER I SAFLEX CP BY 'EASTMAN CH£MCW SAFLEX CP BY 'EASTMAN CHEMICAL' 'Z $ R OR J 080' INTERLAYER .090' INTERLAYER SA = CLEAR BY 'EASTMAN CHEMICAL' SAFLDL CLEAR BY 'EASTMAN CHEMICAL' p OR OR 090" INTERLAYER .080° INTERLAYER H SENTRYGLAS L1Y 'DUPONT' SENTRYGLAS BY 'DUPONT' 3/16' ANN. GLASS 3/16° HEAT STREN-D GLASS 1A SILICONE SILICONE p1 GE 1200 GE 1200 Q' w OOW CORNING 699 DOW CORNING 899 (off DOW CDR ]NO 985 II ' DOW CORNING 895 ati 11 11 I I I 19 G frill-'1 O —� GLASS TYPE 'A' 6 SS TYPE 'B' 7/16. OVERALL LAM. GLASS 7/18' OVERALL LAM. GLASS --•------- -- (L.M.I & S.M.I.} � O � N I/$' ANN. CLASS 1/6° HEAT SIREMD GLASS g 075' INTERLAYER .075° INTERLAYER SAFLEX CP BY 'EASTMAN CHEMICAL' SAFLU CP BY 'EASTMAN CHEMICAL' N 1/2' AIR SPACE 1/2' AIR SPACE OR 090' INTERLAYER 080' INTERLAYER 3/16' ANN. GLASS SAFLEX CLEAR BY 'EASTMAN CHEMICAL' SAFLEX CLEAR BY 'EASTMAN CHEMICAL' 3 Ih OR OR 3/16' TEMP. GLASS OR Z Z 3/16' TEMP. GLASS 090- INTERLAYER .090' INTERLAYER SENTRYOLAS BY 'DUPONT` SENTRYGLAS BY 'DUPONr Af 1/8' ANN. CLASS 1/8° tIFAT STREN'D GLASS U QQ. m SILICONE F GE 110 GE 1200 b 200 DOW CORNING 899 3 DOW CORNING 699 \11 DOW CORNING 898 \ n DOW CORNING 985 N 11 N 1 I I p CARDINAL XL O CARDINAL. XL EDGE SPACER EDGE SPACER ST. STEEL. 0 ST. STEEL GLASS TYPE 'Ai' GLASS TYPE 'BA' m I' OVERALL WSUL LAM. GLASS (L.M.I ONLY) 1' OVERALL INSUL. LAM. GLASS �a NS ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING mer PE Nk81Y 7 MAO92 •� EXTERIOR PLY OF GLASS TYPE 'A1' MUST BE TEMPERED. CAN 14Da ids IINOA Dt lug�s Mtutol Dade iNodaQ A flit, sy ¢yam drawing no. ✓} W13-42 sheet 4 of 11 1BY WOOD 81M . SEE,1NOTEON SHEET 1? da o. sae a .a A O N .11— 1— TYPICAL ANCHORS FOR SPACING SEE a FOR SPACING ig STRUCTM EWE Of ��—� [MEIAL JAI '"J'—��fll �, <<; �I © I�_aII 111181—'� ■_="-�I��1111—LrLi� .�•go 1 daO° - � v .I n a. x TYPICAL ANCHORS FLAT HEAD WITH BUSHING REOUDtED AT HEAD ABOVE FDCM LITE ONLY ON ALL STRUCTURE 1YPI3. WEEPHOLES: W1 - 1/4' X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END W3 = 1/8' X 1/2" WEEP SLOT AT 3-1/4' FROM EACH END SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE SEALANT. MMI–OAS COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR SPACING 1/4' M TAPCON BY 'FIV' (Fu -120 KSt. FY -92 KSI) Ile OLA. ULTRACON BY TWO. (Fu -177 KS. FY -196 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) B14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI–DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/81 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063–T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EOOE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN, INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT HEAD, SML .OR JAMBS 1'0 = 3000 PSI MIN. C-90 HOLLOW/FILLED 'BLOCK 'AT AM I'm - 2000 PSI MIN. (FLANGE FRAMES CNA. Approeca as complying will Ow FLA. AM 35382 D:Wn a dine two. of HDA9 - A pp ��+ aneml [D+aae atl s arowing no. W13-42 if��l�� sir � ]�1►�� -- �-■- JCsi• G C1iG'li�i� ii� �Sm. `}'t �' iil 33RD= ��;�•�� 1 ��I u'i�riC'��CL.. f;� _ . �• �,�.` X11111 MEN - l. _ � x - ® i n c - _ x I _ 01-2 oil ON * .I� lilt r �I� TYPICAL ANCHORS SEE t ELEV, FOR SPACM Ila TYPICAL ANCHORS; z FIN FRAMES SEE Em. FoR spAaNr jz SMS/WOOD SCREWS (OR— 2 CRS) 18 INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/4- MIN. PENETRATION INTO WOOD 3/4- MIN. EDGE DISTANCE E1 9 1/4' MO. INTERIORME WIM INTERIOR FRAME YAM 1/4- MAX SHIM CAP SHIM GAP II II 3/4' MIN. 3/4" MIN.II II ou II II II E8 E18 En III Ii II E it II It II II I mar FR TYPICAL ANCHORS vo EXTERIOR TYPICAL ANCHORS ELEV. SEE ELEV. FOR SPACKO FOR SPACNO 1 II II II I FIN FRAMES RA. PE MM2 sipprow as compLft "ith fbf CAN. 53B or", 411 N A d. P.: 411e ads Pro" BY�L drawing no.. LTfpm MCK06 SE ELW. sheat of � FOR SPAM V�V z Q� u V a N „g� N td OMS z� O q ET V WHITE PMC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME. CITY. STATE AND 'MOCK. d 2 � ca It Engr. %VAD AHNAD •� ft/l F 70582 FYorPPOkla ved p �� US tin• CAN• Nate NOAO g 6fiato t ad g y �? DY�� drawing no. �i ✓ W13-42 ahaet 9 of 11 CODE PART No. DBBC8IPTION MATERIAL MANUF. REMARKS E7 CW -1009 E4UAL LEC FRAME HEAD IR/C OECEUNMCI[ NORTH AMERICA U.C. E2 CGI -1002 EOUAL LEO FRAME JAMB / SILL PVC OECEUNINCK NORTH AMERICA LLC. _— E3 CCI -1018 FLANGE FRAME HEAD PVC OECEl1NMCK NORTH AMERICA LLC. E4 CW -1098 FLANGE FRAME JAMB /SILL PWC _ DECEIDiMCK NORTH AMERICA U.C. _-_- E8 CW -1021 FIN FRAME HEAD PNC OECEUNINCK NORTH AMERICA LIC. - EB CW -1020 FTN FRAME JAMB / SILL PVC DECEUNOLCK NORM AMERICA LIC. E7 COI -1003 Sfxtl:V COVER PVC OECEUMNCK NORTH AMEWCA ILC. y l9 (571-9004 FIXED MEETING SME P� DECEUNMWC NORTH AMpBCA U.C. E9 CW -1005 LOCK STILE PVC OECEUNWCK NORTH AMERICA LLC. EIO CW -1010 TOP / BOTTOM RAIL --- PC DECEUNINCK i�7H AMERICA LLC. E71 CW -1007 JAMB STILE PVC OECEUNINpC NORTH AMERICA LLC --"--- E12 150-10D8 lQ GLAZING BEAD -' PVC DECEUN9lCK NORTH AMERICA ULC, _ E13 CW -1025 7/18' MWIOLrRi(C GLAZING tiFAD WAC DECEUNWCK NORTH AMERICA LLC. E14 CW -802 FIXED MTD. STILE REINFORCEMFOVT 800SA-TS CGI EXTRUDER -.--.. EIS COI -807 LOCK $111E REINFORCEMENT 800SA-TS CW EXTRUDER £18 CGI -800 TOP/BTOOM RAIL &JAMB STILE REINfORCEA�NT - 60Q5A-T5 CW EXTRUDER -.._— E17 CW -803 HEAD TRACK _ 8005A-1'8 COI EXTRUDER E18 CW -1628 FRAME REINFORCQAENf SMALL � SOBA -TS CGI EXRtUDER 8' LONG AT M10. STILE LOCATION E19 ts;1-1027 -FRAME REINFORCEMENT LARGE 800SA-TS CW EXTRUDER B' LONG AT MTG. STILE LOCATION Mi SCS 1200 GLAZING SILICONE (1/2' X 3/18' BEAD) -• SILICONE GENERAL ELECTRIC ._�•- M2 DOW 995 GLAZING SILICONE (1/2" X 3/i8' BEAD) SILICONE DOw CORNkJO MJ DOW 888 GLAZING S0.KXINE (1/2' X 3/18' BEAD) SILICONE .,• _ DOW CORNING M4 70-10601 ROLLER ...NYL�1/55 SULLIVAN OR EQUIV - _ --- - MB 70-10044 SWEEP LOCK - CW CUSTOM -•- — ATTACHED WITH (2) BB X 3/4" FH SMS M7 70-10045 KEEPER - CW CUSTOM ATTACHED WITH (2) BB X 3/4" FN SMS M8 148-1A WEEP NOTE GONERS �--- PVC -CW-CUSTOM---•--- M8 W43281Nw .187 x .moo WEATHERSTRIP PILE W/ CENTER FIN WCL IA.TRAFAB M90 StTON0 8LOC1C, 2 PER LITE EPDAt - .-.- OUROMETER 8915 Mlt PROTECTO WRAP wATERPR00FINQ OR EQUIV.--_..._._ - AT FW FRAME - M12 W23{bNw .187 x .169 WEATHERSTRIP PILE w/ CENTER FTN WOOL uI.TRAFAB M13 V123221NG 187 z .220 V/EAIHERSIRIP PILE w/ CENTER FIN WOE UL7RAFAB M74 71-10047 ANCHOR BUSHING —•-__....__ _ �� -CUSTOM REOD. WITH FIAT IfEAO ANCHORS AT FIX. L1IE ONLY S3 88 X 3" TRUSS HFAO SMS - MEETDJG RAIL ATTACHEMENT - 4 PER MT6 RAIL 94 B8 X 1/2` PAN HEAD SMS -HEAD TRAGIC -.__..___._—-- SS 08 X 3/4' FIAT HEM SMS - SWEEP LSC/KEEPER Q FLANGE FRAME HEAD rjZW,,14 V FLUSH FRAME HEAD V FLUSH FRAME JAMB/SILL FIN FRAME HEAD 881 090 .322 SCREW COVER FIN FRAME 758 .230— Aso- 66 30Aso66 .828 '8 .038 .881 498 �l GLAZING BEAD (LAM. GLASS) Ela GLAZING BEAD (INSUL, LAM. 1,b0p 1.030 125 1.12 '705 p labo it 1.140 .07o U TOP/BOTTOM RAIL REINFORCI VENT TOP/BOTTOM RAIL JAMB STILE REINFORCING Imo— .885 a I 11 1'� 1.715 f .07b 1.18b .IbB� $75 Etb "1 LOCK STILE LOCK STILE REINFORCING .847 I iI.SO2 1.442 090 } HEAD TRACK 080 $88 1.110 FRAME REINF. SMALL 2260 1.179 1.160 d .947 .oeo 1.721 _ 1.080 .910 REINF. LARGE E19 FRAME 070 J 1.398 1.998 1 FIXED STILE I V11FIXED STILE REINFORCING JAMB STILE to Z P �G o Z Z Ej g - aS n Mmved es eomplylag with tW D'od 81 ode ^o Nom y fi>tpnd I ade1019 �t$ 8 I drawing no. Ifst oof V MIAMI. DADE MUP/II DADS COUNTY 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 p (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmY miamldade eoy*onomv CGI Windows & Doors 10100 NW 2e Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Targa 7100" White PVC Single Hung Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W13-23, titled "Series 7100 Vinyl Single Hung Wdzv. sheets I through 10 of 10, dated 05/15/13, with revision A dated 01/20/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami— Dade iamiDade County Product Control Section. NUSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise -noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. -If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-1115.08 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 °1, Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W13-42, titled "Series 7200 Vinyl Horiz. Roller Wdw. (L.M.I./S.M.I.) sheets 1 through 1 i of 11, dated 07/30/13, with revision A dated 01/20/14, -prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile impact Test per FBC, TAS 201-94. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of extruded vinyl equal leg,/fin/flange frame horizontal sliding windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014637P, dated 10/04/13, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 08/13/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 2. Notice of Acceptan6e No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlaye&' dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SeutryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 4. Notice of Acceptance No. 13-1203.02 issued to Deceuninck North America, LLC for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. '`� I Product Controla=07 s NOA No. 4 apiration Date: February 20, 2019 Approval Date: February 20, 2014 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, and compliance with FBC 2010 and of no financial interest, dated 10/16/13, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Approved Proposal issued by Product Control Section, dated 01/07/13, signed by Jaime Gascon, P.E., G. OTHERS 1. None. E-2 M noel Pier l'.E. Product Cont r Exa f ner NOA No. - 15.07 Expiration Date: February 20, 2419 Approval Date: February 20, 2014 FLANGE -FRAM • SWEEP LOCKS FLUSH FRAMES (i) PER VENT FOR WDW. W. UPTO 25' AT MIO WIDTH 2 PER VENT FOR WDW. W. ABOVE 25" TYPICAL ELEVATIONS AT 7' FROM EACH END ERIES 7100_- VINYL SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED CUPPED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHAH BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. JNITNS C APPLIED) 53" MTERIOR FRAME WIDTH 48 8/18' 7;10* (FDL UTE) Oftv S � 47 ,/16• D.L.O. (VENT) 50 1/18" DAYLITE OPENINGS OLD WIDTH = INTERIOR FRAME WIDTH — 4.4375 (FIX. LITE) DLO WIDTH = VENT WIDTH — 3.0 (VENT) DLO HEIGHT (EQUAL LTTES) _ WINDOW HT — 7.750 LAMINATED GLASS c �� INf9ULATING LAMINATED GLASS LARGE & SMALL MISSILE IMPACT Y MAD MW M dPluovnt a+camp�ip8 8)a E 170592 Florida M a JJ ►h• Y, drawing no. tt..._ _ W13-23 WIDTH 1Y101H �v UNEQUAL LITES WINDOYl9 EQUAL LITES ETNDOWS DESIGN LOAD CAPACITY - PEP I I DESIGN LOAD CAPACITY - PSF INTERIOR FRAME DIMENSIONS CLAM TYPES 'A', 'Al', V. '81' INTERIOR FRAME DIMENSIONS GLASS TYPES 'A', 'AL', 'B', 'Bl' i z J WIDTH MCHT EXT.(+) .tW.(-) WIDTH HE1ow EXT.(+) INT,(-) 18-1/8" 80.0 60.0_ �� 18-1/8- 60.0_ 50.0 _ 25-1/2' 36' 60.0 60.0 60.0 1 6D.0 23-1/2- 35' 60.0 60.0 SOA 50.0 41' 47' 52-1/S' 25' -.60.0 800 • 8aA -.._80.0 - 80.o - 60.0 41' 47' 52-1/S• 49-5/8' 50.0 60.0 80.0 50.0 89.o M a fXi so 53" 60.0 80.0 60.0 `/� �' I,' 53 BO.o 80.0 . 60.0 log 18-1/8' 60.0 18-1/8' 600 25-t/2' 36' 60.0 60.0 00.0 /7% •/ I - 25-1/2' 38' S8' 80.0 50.0 60.01 /,� f 3 B0.0 SO.o 41' 37-3/8' MO 60.0 t 41" 80.0 800 .- 47" 60.0 00.0 - 47' 50.0 80.0 52-1/e' 60.0 60.0 18-1/8- 60.0 80.0 53' 80.0 •• 60.0 Fot�AL LITF_C 25-1/2 82" 60.0 60.0 • UNEQUAL LITES KIEL 18-1/S' 25-1/2' 60.0 60.0_ 60.0 38' 41' _ _80.o BOA 60.0 60.0 000 36' 60.0 60.0 1a -1/e' 60.0 60.0 _ 41' 49-5/8' 60.0 60.0 25-1/2' 73-1/4' 60.0 60.0 47' 60.0 60.0 38' 50.0 60.0 82-t/8• 60.0 80.0 1S-1/8' 76' 60.0 90.0 83" 60.0 60.0 25-1/2' 60.0 60.0 _SSS �t LL 18-1/8' 25-1/2- 60.0 80.0 60.0 60.0 ..600_ _ $ 35' 41' 68' 80.0 00.0 Q $, M 47• 52-1/8• 80.0 00.0 _ 60.0 uu Z Z y� 60.0 53' 80.0 fio.o g - `S 18-1/8' 25-1/Y 60.0 800 00.0 01TERIOR MAME DNS a Cgs A7 + O 600 36' 60.0 60.0 41' SY _ 60.0 60.0 _ 47" 50.0 80A 52-1/6' 80.0 60.0 53' 60.0 80.0 FLANGE FRAME o 18-1/8' 60.0 60.0 25-1/2' 600 50.0 36' 41' 73-1/4" S0.0—....6-&0_.. 60.0 MTEtAOR FRAME DUGS 60.0 47" 52-1/8' 00.0 mo 60.0 NOTE: Bo.O 53• 6Do fico GLASS CAPACITIES ON THIS SHEET ARE s 60.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ° 18-1/8' _60.0 FLUSH FRAME AND FLORIDA BUILDING COMMISSION a 2s -t/2' 60.0.. eoti- DECLARATORY STATEMENT DCA05-DEC-219 - 31r 60.0 60.0 A 41" 4Y 78' 80.0 60.0SOA 60.0 WTERIOR FRAME DIMS ErW. MAD AHM COAL FL PE aPFmvnlmcompwgoitham 1 52-t/8' 83' 800 60.0 88.2ow R_75592Florida C.&M 1QIY � .�' 1 og Date � LD j d¢ProdaM / i4 - 59.2 FIN FRAME W13-23 • �haek 2 of 10 3/18" ANN. CLASS 3/18" HEAT SIREN'D GLASS Lo �u .078° INTERLAYER 078" INTERLAYER SAM CP BY 'EASTMAN CHEMICAL' SWL" CP BY 'EASTMAN CHEMICAL' OR OR X90" WTERLAYER 080" INTERLAYER OR EX CLEAR BY 'EASTMAN CHEMICAL' Ex CLEAR BY 'EASTMAN CHEMICAL• .080" WWJ&AYER .aeo° DTreeLAYER SENTRYGLAS BY 'DUPONT* sENTRYcuAs 8Y 'DUPDNT' 3/18" ANN. CLASS 3/18° HEAT STREN'D CLASS a ¢ h SILICONE F SILICONEGE 12M GE 1200 Q $ yl II DOW CORNING 889 yl I GE DOW CORNING 889 Q c$ DOW CORNING 893 cid DOW CORNING 995 GD II I \ II II O 0 I�f�ti-1 i GLASS TYPE 'A' GLA93 TYPE 'B' 7/18. OVERALL LAM. CUSS 7/18° OVERALL LAM. GLASS (L.M.I & S.M.I.) 1/8' ANN. GLASS 1/8" HEAT STREWD GLASS 075' INTERLAYER 078" INTERLAYER 1/2" AIR SPACE S EX CP BY 'EASTMAN CHEMICAL' 1/2" AIR SPACE Q�a cp oy ' CHEMICAL'OR % $ 090" INTERLAYER X90" INTERRAYER 3/18° ANN. GLASS SAn" CLEAR BY 'EASTMAN CHEMICAL! SAFLt7R CLEAR BY 'EASTMAN CHEMICAL' Z Z OR OR 3/18" TEMP. GLASS OR 3/18" TEMP. GLASS 090" INTERLAYER 080" !INTERLAYER SENTRYOLAS BY 'DUPONT' BENTRYGIAS BY 'DUPONT• i/8' ANN. GRASS 1/8" HEAT 5TRREN'0 61A55 U, GE SILICONE200 m GE SILICONE O DOW CORNING 898 DOW CORNING 889 \ g II DOW CORNING 998 \ $ DOW CORNING 985 it II p �j 0 CARDINAL XL 0 CARDINAL XL gg ng� EDGE SPACER EDGE SPACER g ST. STL:E. ST. STEEL I"-1 T—I GLASS TYPE 'Al GLA83 TYPE 'Bi' m 1" OVERALL INSUL LAM. GLASS (L.M.I ONLY) 1' OVERALL INSUL RAM. (LASS 5 t IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATINGr dA d0provedo�t�tn EXTERIOR PLY OF GLASS TYPE 'Al' MUST BE TEMPERED. CAN 0592 t+loeide of Ing er Dato ?L1 3� goaa $ b MIA Ifl Dade Product-- �� tp7 ✓ 1:w7liq— no. 23 sheet 3 of 10 WOOD BUCKS AND METAL STRUCTURE NOT BY CCIWOW. to MUST MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM gg AND TRANSFER THEM TO THE BUILDING STRUCTURE. ad e < t3 4 a' TYPICAL ANCHORS: SEE ELEV. FOR SPAONG • `+ 1 X DIA. TAPCON BY 'Ii W' (Fu -120 KSI, Fym92 KSi) $ 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fym155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES ® 1-1/2" MIN. PENETRATION INTO WOOD p a E1 THRU 1 BY BUCKS INTO CONIC. OR MASONRY (� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) <q 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) og u o DIRECTLY INTO CONIC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ,q ii 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) }3 u eeeellll E p 4914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) $ INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES c STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) v TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. x p 1 INTO METAL STRUCTURE - 3/4" MIN. N r O N CONCRETE AT HEAD, SILL OR JAMBS f o m 3000 PSI MIN. o ?q C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. g Z z � tea' + U�� A'EEPHOLES: o W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER in 11 1 W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/4" FROM EACH END SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE SEALANT. w FLANGE FRAMES N . JAVAD MM a FugPE 7os92 Fmrcae,cmnPlltffgwirotAc� q "e da (ROAD n @ of ,t+ a Afuo ID a P�ro��d�m%}C� _M " d Rq/�J1�LGG�ff'/j��/1 drawing no. 4 9 a li" `f' '✓ W13-23 . sheat 4 of 10 MTEPJDR FRAME WWH ilV MAXins TYPM ANCHORSSEE s O ..I. ELEV.n MR SPACING � I Y ErrERIOR LMETAL DA- OM 'um SEE NOR ON ia WERIOR ma. sms SEE ELEV. m TT 0 R �r� �� • • �� T FOR SPACNO - - - - - - - ... - �'t LIIIII�■71C•sly �:�ri71�A_ilill) 7YPICAL ANCHORS SEME EMEV.FOR SPACM Q V z APPROVED+ y+ MULUON s EE AWE No am now] I _ .. ...� �, Of --- By jst!PMII ID TfPXX ANCHORS SEE ELEV FOR SPACING _-f f FLANGE AND FLUSH FRAMES CAN BE USED AT ALL ANCHORAGE CONM'nONS._l WE OR FRAME VADTH WTEFWR FRAME WIDTH is SHIMSs I ITT '�T VIP EXTERIORTYPICAL ANCHORS TYPICAL ANCHORS o n SEE ELEV. SEE ELEV._ FOR SPACIN FOR SPACING . • MM - r r APPROVED CUPPED MULUON v ,a a-- INTERIOR FPAK WIOTH INFERIOR FRAM WIDTH c •��\r -1 r _ .1111 TYPICAL ANCHORScc�o SEE M. FOR SPACING�FLUSH FRAMES..] ! r4 : %�/1 TYPICAL ANCHORS: Z >< a FIN FRAMES: SEE ay. FOR SPACING ] iii444 Ila SS/WooD SCREws (aRAVE a cRS) INTO 2SY WOOD SUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD 3/4" MIN. EDGE DISTANCE v F r 1/4' WX INTERIOR FRAME VIUM INTERIOR FRAME WIDTH 1/4' MAX. r GAP 51YM GAP a tI tr 3/4" MIN. 3/4" MAV. n D2 IT o 't 't s 4 EO .t it DI ! { I tb] T© -_-------_ - gz EXTERIOR ve EI U CHORS —o n tg TYPICAL ANCHORS IYPN � o FOR SEE SPACING FOR SPACING @QQ t tl N O g� �t E tt FIN FRAMES a EB EW. JAVAD- AH 40 N 3 RA. PE t` 70582 4p1O5� m Coro tNth t>bo Ca NOAH � Ffiaml ha a JAN! i H,a'°. —2] ane°!.7 of 10 CODE PART No. DESCRIPTION MATERIAL ETANUP. RP.MARKB Et CGI -_1000 EQUAL LEG FRAME HEAD PVC DECEUNINCK NORTH AMERICA I.I.C. E2 C01-1001 EQUAL LEO FRAMEJAMS _ ....PVC_ DECEUNINCK NORTH AMERICA I.I.C. E3 CQI-1002 EQUAL LEO FRAME SILL PIC OECEUNIKCK NORTH AMERICA LLC. E4 CGI -1013 FLANGE FRAME HEAD PVC DECEUNINCK NORTH AMERICA LLC. ES CGI -1014 FIANCE FRAME JAMB PVC _ DECEUNINCK NORTH AMERICA LLC. ....__ ED E7 CCI -1015 CGI -1016 FLANGE FRAME Slit ...__ _ FIN FRAME HEAD _ PC PVC OECEUNINCK NORTH AMERICA I.I.C. DECEUNINCK NORTH AMERICA LLC. ...___.-.— ._... EB ._ _-.COI-1019 W FIN FRAM JAMB PVC DECEUNINCK NORTH AMERICA LLC. E9 CGt-1020 FN FRAME_SILLPVC DECEUNINCK.NORTH AMERICA U.C. -----'--- ..._ E10 CM -1003 SCREW COVER PVC DECEUNINCK NORTH AMERICA I.I.C. -_ ELI COI -1004 FIXED MEETING Wdl PVC DECEUNM NORTH AMERICA U.C. E12 E13 CGI -1005 C01-1008 LOCK RAIL SIDE RAIL ---- PVC ---PVC DECEUNINCK NORTH AMERICA I.I.C. OECEUNNCK NORTH AMERICA I.I.C. �... . E14 EIS CQI-1007 CLI -1008 LIFT RAS. IG GLAZING BEAD PYC PVC DECEUNNCK NORTH AMERICA I.I.C. DECEUNINCK NORTH AMERICA LLC. -- E18 E17 CGI -1025 COI -802 7/18' MONOLTTHIC fAA2N6 BEAD MEETING RAIL REINFORCEMENT PVC SOM-TS OECEUNINCC NORTH AMERICA LLC. C01 EXTRUDER E18 E19 CQI-807 _ CGI -000 LOCK RAIL RENFORCEMENT LIFT RAIL REINFORCEMENT -._..--- 8005A -TS 8005A -TS Cal EXTRUDER CGL EXTRUDER -. E20 -- CT71-801 SIDE RAIL RI7NFOIICEMIiNT 6OOSA-T5 CQI EXTRUDER -CGI E21 E22 E23 CGI -1023 •CGI -1028 CGI -1027 JAMB ANCHOR REINFORCEMENT FRAME REINFORCEMENT SMALL FRAM REINFORCEMENT LARGE SM -T5 SORSA-75 BOOSA-T6 -__...... EXTRUDER CTI EXTRUDER EXTRUDER 8- LONG AT HTO. RAIL V LONG AT MTQ. RAIL MI SCS 1200 GLAZING SILICONE (1/2' X 3/18" BEAD) SILICONE --.Cal GENERAL. ELECTIC M2 M3 M4 M5 OOW 995 DOW 899 UIIraBR 218137 GLAZING S4UCONE (1%2' X 3/18' BM) GLAZING SILICONE (1/2' X 3/18- BEAD) SPWAL BALANCE BALANCE SHOE (FOR SPIRAL. BALANCE) SIJCONE SIICONE •. DOW CORNING- 0000 CORNING , ._ CALDWELL OR EQUIV CALDWELL OR EQUIV ATTACHED WITH (1) 18 X 1-1/8' FH SMS M8 A17 Me Oft Roller TBI O RTBSO _ 187513 CONSTANT FORCE BALANCE BALANCE SHOE (FOR CONSTANT FORCE BALANCE) ---- PINT BAR CALDWELL OR EQUIV _ CALDWELL. OR EQUIV ... CALDWELL OR EQUIV ATTACHED WITH(1) /8 X 5/8- FH SMS _ ATTACHED WITH (2) 18 X 3/4' PH SMS M9 MIO .13.32.101(102) TILT LATCH _.._ _ ---'---- - .. SETTING BLOCK, PER UTE EPOM TRUTH OR VOW - - ----_� ATTACHED WITH (1) /8-1/2- FTI SMS DUROMETER 8575 Mil M12 70-10044 70-10045 .2_ SWEEP LOCK _.._. KEEPER -�~ CGI CUSTOM CTI .CLiSTOM ATTACHED WITH (2) /B X 314' FH SMS _ ATTACHED WITH (2) 18 X 3/4' FH SMS �- _M13 M14 148-1A W43201NW WEEP HOLE COVERS .187 x .290 WEATHEtmw PILE W/ CENTER FN PCC WOOL -• Cal -CUSTOM -'- ULTRAFAB M16 M17 W2315NW PR07ECTO WRAP WATERPROOFING OR EQUN. .187 x .150 WEATHERSTRIP PILE W/ CENTER FN WOOL ULTRAFAB-- AT FIN FRAME -• MIS W23221NG .187 x .220 WEATHERSTRIP PILE W/ CENTER FN WOOL ULTRAFAS S3 1 S X 3- TRUSS HEAD SMS - MEETING RAIL ATTACHEMENT T PER MTG RAIL ._•..-. S4 SS 57 '—_•_- - 1 8 X 5/8' FLAT HEAD SMS - CONSTANT FORCE BALANCE / 8 X 3/4' PAN HEAD SIRS - PIYOT BAR 1 S X 1-1/8- FIAT HEAD SMS - SPIRAL BALANCE • - - _...._- --'-_-- -- _-. _...-- ---. - . Be .-.�-...._ 1 8 X 1/2' MT HEAD SMS - TILT LATCH WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME. CRY, STATE AND 'MDCA'. cJ n OPrared somWY B ow EV-. -dA ADA 8 T ILA E0 70M Dare N. 315138WIDAAN - },, $ all e ttd C� .i 6AN42014 �/ drawing rw. 0013-23 West(-8of ( C lj) FLANGE FRAME HEAD lJ FLANGE FRAME SILL FLANGE FRAME JAMB 1.715 A7O .875 1.5W 1.800 Ela VENT TOP RAIL 2.709 1.780 1.128 I .070 M -1.500 74 VENT BOTTOM RAIL FLUSH FRAME HEAD FLUSH FRAME SILL ® FLUSH FRAME JAMB CEJ FIN FRAME HEAD 881 050 322 Ef0 SCREW COVER U FIN FRAME SILL .758 AN .888 .828 .498 GLAZING BEAD (LAM. GL .8128 AMM5 881 ® FIN FRAME JAMB BEAD (INSUL. LAM. .2BB .I41 .080 JAMB ANCHOR REINFORCING J FIXED RAIL 1.500 0 I" .070 975 JAMB STILE .080 .598 FRAME REINF. SMALL .947 .080 I FRAME REINF. LARGE 1.195 Ass BSS .075 .242 eU TOP RAIL REINFORCING ,.140 .705 .128 1.030 19 BOTTOM RAIL REINFORCING .910 1.399 1.175 .209 ,.980 Et7 FIXED RAIL REINFORCING *sw 0 @JAMB STILE REINFORCING Fb Pored es comp,yieg n8Y Ihp Pare IPO Mlom ade o Bky. �- drawing no. 11 W13-23 11