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WS-16-1973 ` Permit nrt .M-7-16-1 Miami Shores Village 'Pet Type:"ndowi(Shutteft 10050 N.E.2nd Avenue NW `rli3^55lf I if �iIE�oWm%mr,, e� er' P_ Miami Shores,FL 3313&0000 �'`�� y� Phone: (305)795-2204 PVED Expiration: 03/20/2017 ►sem_ .912119016 _� P� Project Address Parcel Number Applicant 29 NW 106 Street 1121360060220 ROBERT ROSE Miami Shores, FL Block: Lot: Owner information Address Phone Cell ROBERT ROSE 29 NW 106 ST (305)758-9206 MIAMI SHORES FL 33150-1245 Contractor(s) Phone Cell Phone Valuation: $ 7,357.00 HOME OWNER Total Sq Feet: 00 Type of Work:REPLACE EXISTING 2 DOORS AND 11 WIN Available Inspections: No of Openings: 13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# WS-7-16-60603 DBPR Fee $3.45 07/15/2016 Credit Card $50.00 $296.70 DCA Fee $3.45 Education Surcharge $1.60 09/21/2016 Credit Card $296.70 $0.00 Notary Fee $5.00 Permit Fee $230.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $6.40 Total: $346.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. h :_®rebove-named contractor to do the work stated. September 21, 2016 Authorized Signature Owner / Applicant / Contractor / Agent Date Building Department Copy September 21,2016 1 4} Miami Shores Village JUL 15 2010 \1� Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 l Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/x✓ BUILDING Master Permit No�yl � �� PERMIT APPLICATION Sub Permit No. 21BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP ! ' CONTRACTOR DRAWINGS JOB ADDRESS:— L► V W ®14A City: Miami Shores County: Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: S S Flood Zone: BFE: FFE: �2O�. OWNER:Name(Fee Si � 1 ple Titleholder): R0 ' Aa 1rlc`kPPhone#: V �� Address: 2q O ci-i j v� t ` a- f c I So City: � `�'' ��'V� `Q S State: � � Zip: Tenant/Less a Name: Phone#: Email' Tenant/Less at t CONTRACTOR:Company Name: �� ` Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address' City: State Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition,_ ❑ Alteration ❑ New RepaJaw eplace ❑ Demolition Description of Work: �'� `��`� \ �Ocr S )N i Specify color of color thru tile: t I C,, Submittal Fee$ �L `O Permit Fee$23r' 03 CCF$ "1 ' J0 CO/CC$ Scanning Fee$ (2 . CO Radon Fee$ 14 3' `rs DBPR$S• qS Notary$_25:03 Technology Fee$ �' l v Training/Education Fee$ I GO Double Fee$ _ Structural Reviews$60 -W Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) -71 of Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signature �� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �f day of 20 C�by day of .20 by A06 l�fP who is personally known to ,who is personally known to me or who has produced 'fe— as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si n. Sign: Print: Print: Seal: ;o� c Notary Public State of Florida Joanna PAA Feliciano Seal: h ue My Commission FF 082753 9j`of Fop Exp,res 0111212018 APPROVED BY �y Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) R ,gH� s Miami Shores Village IN Building Department oils10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 - ,,� OWNER BUILDER DISCLOSURE STATEMENT / NAM E:PCS ` 1al-711 L 4) Q(2-S DATE: (S ADDRESS: Cj "" W ` 6� . Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;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 exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building 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 exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial —AlK 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and b un municipal ordinance. . Initial r 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initia� 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 1_4K 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial?!q 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 27 Oct) C c O4�� Initia� 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type.of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this .S day of U 20 0 v� ll N O m p C o M.3 LLm who was personally known to me or who has N o N SQ?� �� Fo z= ov 2ccaUn Produced there License or � as identification. Z n 2w R0N)6. OWNER NOTAR SNORES Miami shores Village Building Department pi 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 LpRipA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: o6 Ile-7/ a s- Qualifie Owne ignature ate Print Name '`-' j ENGINEERING WS �6493 EXPRESS® Order(Ref)#: 23261 (42619-3494907407) Project Details: DOOR AND WINDOW REPLACEMENT Contractor: ROBERT ROSE 29 NW 106TH STREET X'29 NW 106TH STREET MIAMI SHORES, MIAMI SHORES, FL FL ect - Wind Load Design Pressure Calculations (Components&Cladding) 4 Ite In 1- mation General;Call1gation 9 001, of .. .. Wilding Classification: enclosed Directionality Fact8Pq15 Wind Speed (V„it): 170 mph Gust-Effect Factm(0); •40.65 • Exposure Category: b Internal PrpkjVrt .•�U'18 •• ••' Roof Type: gable Coefficient(C+trf- •• •• ••• Roof Slope (0): 14.0 deg Topographical F tca qr Itti 1.0__..1 Mean Roof Height (h): 15.0 ft Velocity Pressure Exposwfe :. ..: o 0 ,F • Min. Building Dimension (L): 1000.0 ft Coefficient(Kh): •• • Parapet>- 3 feet? No Velocity Pressure (qh): 44.06 psf End Zone (a): 40.0 ft ASD Method: P=0.6w Mar Qty Elev(ft) Size:W x H (in) Zone Shutter?Area (ft) KZ(K h) g, (40 GCP+ GC Pressures (psf) w1 (1) 15.0 74.0 x 3.0 5 No 10.0 0.57 36.14 1.00 -1.40 +31.2/-41.8 w2 (1) 15.0 74.0 x 50.0 5 No 25.7 0.57 36.14 0.93 -1.26 +29.3/-37.9 w3 (1) 15.0 3708.0 x 50.6 5 No 1303.0 0.57 36.14 0.70 -0.80 +23.3/-25.9 w4 (1) 15.0 37.8 x 50.8 5 No 13.3 0.57 36.14 0.98 -1.36 +30.6/-40.6 w5 (1) 15.0 19.0 x 38.4 5 No 10.0 0.57 36.14 1.00 -1.40 +31.2/-41.8 w6 (1) 15.0 37.8 x 50.8 5 No 13.3 0.57 36.14 0.98 -1.36 +30.6/-40.6 w7 (1) 15.0 37.8 x 50.8 5 No 13.3 0.57 36.14 0.98 -1.36 +30.6/-40.6 w8 (1) 15.0 18.3 x 49.8 5 No 1 10.0 0.57 36.14 1.00 -1.40 +31.2/-41.8 w9 1 (1) 15.0 50.8 x 60.0 5 No 21.2 0.57 36.14 0.94 -1.28 +29.7/-38.7 W101 (1) 1 15.0 18.3 x 49.8 5 No 10.0 0.57 36.14 1.00 -1.40 +31.2/-41.8 Valid Only With Raised Engineer NOTES: Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Code Fifth Seal Edition(2014).Results are not valid for use unless approved via original signature and raised I engineer seal of a PE from Engineering Express.Results are based on contractor-supplied data Tue.S em 06,2016 I and shall be field verified by others prior to use.Selection&installation of products shall be approved using these dimensions and pressures as verified by others. J re riant, P.E. PE60974 Cert Auth 9885 J 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 23261(42619-3494907407) PHONE:(954)354-0660-FAX:(954)354-0443 AutoPrint ENGINEERING EXPRESS.COM PAGE 1 OF 2 ENGINEERING a'-'. EXPRESS Order(Ref)#: 23261 (42619-3494907407) Project Details: DOOR AND WINDOW REPLACEMENT Contractor: ROBERT ROSE 29 NW 106TH STREET 29 NW 106TH STREET MIAMI SHORES, MIAMI SHORES, FL FL Subject: Wind Load Design Pressure Calculations (Components&Cladding) Site Information General.CalcWation "" Is . . •• Building Classification: enclosed Directionality Factor kat 4.85 • Wind Speed (V„it): 170 mph Gust-Effect Factdr'(%sees . so •'0$5 ' Exposure Category: b Internal PrAc,$lre �•�O"A ••11••' Roof Type: gable CoefficienttsGC•p,): •• •• '.' - - - • Roof Slope (0): 14.0 deg Topographical Factor(KZt): . 1.0 .. ... Mean Roof Height(h): 15.0 ft Velocity Pressure Exposwr@ �• ••� . some Min. Building Dimension (L): 1000.0 ft Coefficient (Kh): ••� . Parapet>-3 feet? No Velocity Pressure (qh): 44.06 psf End Zone (a): 40.0 ft ASD Method: P=0.6w Mark qty Elev(ft) Size: W x H (in) Zone Shutter?Area (ftz) KZ(Kh) 9z(9 h) GCP+ GCP_ Pressures (psf) W11 (1) 15.0 37.0 x 38.4 5 No 10.0 0.57 36.14 1.00 -1.40 +31.2/-41.8 d1 (1) 15.0 32.0 x 80.0 5 No 17.8 0.57 36.14 0.96 -1.31 +30.0/-39.4 d2 (1) 15.0 32.0 x 80.0 5 No 17.8 0.57 36.14 0.96 -1.31 +30.0/-39.4 Valid Only With Raised Engineer NOTES: Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Code Fifth Seal Edition(2014). Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor-supplied data Se r 061 2016 ; and shall be field verified by others prior to use.Selection&installation of products shall be Tu - - , approved using these dimensions and pressures as verified by others. Je -V F ' rpt, P.E. f 60974 Cert Auth 9885 J 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 23261(42619-3494907407) PHONE:(954)354-0660-FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE 2 OF 2 n7I AV `?Com �3c� te1� rtta� BUILDING REVIE APPROVE® DATE 9Q 6 I n V b- s 29" 7 � 3 .• ••• . . • •• ••• •• • • • •• . ... .. ... . . N w3 1 &4e 44... . . . . ... . AJVt . . . . . . . . . . . •• •• . . . •• .. ... . . . ... . . RIP., IE JUL 15 2016 cr 0000 • • • • • - - - _0_000 • • • 0000.. 0000. ... • 0000.. 0000. • .0.0 ` 0.0000 . . • 0 0 . 0000 0.00 0 0 0000.. �� - ..0. . .0 0000.. H • . .00 . .. • . . 000000000 . . 0000. x t4e Zell �y!/ �� . VtAj � �. 8/28/2016 WindEX SSC v64 Enclosure Type: Enclosed • What is enclosure? Ultimate Wind Speed,Volt=170 ;mph Help me with this? 0.85 • What is K d? Kd= Roof Type: Gable • Roof Pitch=3 12 14.04 degrees Mean Roof Height,h=11.95 Ift How to estimate Minimum Bldg Dimension,L=1000 ift How to estimate End Zone= 40 ft Elevation Mark# Width Height Zone ASD Wind Pressures (ft) (Designation) (in) (in) Help Shutter? Qty (0.6*Vult=Vasd) - 3.7 w1 3 74.0 38.0 5 • +29.84 -39.05 2 3.7 w2 74.0 50.0 _ 5 • +29.28 -37.94 ----- '---- ------- +30.62 -40.62 3 3.7 w3 37.8 50.6 5 • 4 3.8 t w4 j. 37.8 i 50.8 5 • +30.61 -40.60 5 4.9 w5 19.0 38.4 ; 5 • +31.19 -41.77 4.0 ! w6 37.8 50.8 , +30.61 40.60 6 - -- - - -.._ 7 _ 4.2 w7 37.8 50.8 5 • +3U,�� -4Qi60 77 4.2 w8 18.3- 49.8 J 5 • ...: +3 .18 -4�. *sees* 3.7 w9 5.8T{J 60A 5 • ' _-_ •• +31.1 0 -4d.ZZ ' 9 _ _ .:. .... . 10 4.2 w10 18.3 49.8 f 5 • __ +��. -41t�7 • .. •.• 5.8 w11 37.0 I 38.4 ( • ' 1 +329 • -41.77 _-._ _---- -- -- +30.03 -39.43 12 1.0 d1 32.0 ; 80.0 £ 5 • : 2.3 i d2 32.0 80.0 5 +30.03 -39.43 13 _ • - - ; 5 • +999.99 -999.99 __ __ _.--. ----- httpsI www.engineeringmpress.com/asce-7-10-c-c-calculator/?logiafailed 213 8/28/2016 ASCE 7-10 Components&Cladding Pressure Calculator r Company Services Resources W�f � BLMc inq Enqineerinq `s" Engineering, Envelope Calculators ENGINEERING EXPRESS- Express? Consulting Pre- Notable Special Engineered Proiects Structural Plan Store Tutee En Espanol Design Our About the Product Knowledgebase Principal Evaluations Frequently Enaineer Forensic Requested Key Staff Engineering Files Directions& Software Pay far Hours Application Services Employment Design States of Opportunities Licensure Notable Articles Contact Us ENGINEERING EXPRESSO (954)354-0660(Fax:(954)354-0443 160 SW 12th Ave.Suite 106 Deerfield Beach,FL 33442 Engineering Express.com©2043-2016 Frank L. Bennardo PE,Inc A Florida Corporation. Information, methodology, logos, photos, and trademarked names on this website may not be used, reproduced,distributed.or modified without the written permission of Frank L. Bennardo, 21"frnc. Any • • 0660 660.0• information provided by this side is not-lointling and + • • • • 0000•0 •• • 666.6• shall not be used or taken as fact without the written 000000 0 06 certification of a ficensed Professional Emginee• • 0• 0: • • • Terms-Priva • 6666 • 60 0•••6 cy • 000000 6 .. 0 •6•. • 00 so 0000 0 0 •0•••• 0 00 . . . 6 ...... .0.0— 6 • • • • Et*JffhlEEI !(`•l Company Servi�es� Rsq�0ces w• • A EXPRESS* Request Our Services Your Dashboard Sign Out httpsJ/www.engireeringexpress.con/asce-7-10-c-c-ca]colatorniogirv=failed 5/5 e MIAMI SHORES BUILDING DEPARTMENT.4—f So . ... • . i PRODUCT APPROVAL SCHEDULE/COMPARISM CHART:': : f C Permit No. -d TS Address: S Product Appr gal Opening Design Ropg�®j�in9; �j1'�uttewtleq�fit'ed Mullion Required Impact Opening Window,Door Product Acceptance# S� �es�N• • Yes I No Yes/No Ip or Mullion Design Pressure Pressure :-:Sae: .' ': n '^' !I �r �� • •• • •• ouv lo, IA)A OLU _ { C'C�, ��20 air IN�A GAcAJ � ` 'UJ Uv'i � t�uJ ��.�' '1H q 1 �,� W L(� o� % gd.cx�u �0 POO 4M, 1 .y MIAMaDAM MIAMI-DADS COUNTY MM PRODUCT CONTROL SECTION .11805 SW 26 Strut,Room 20$ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RLR) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wm�v:miamtaadegov►economy Eastman Chemical Company(MA) 730 Worcester Street Springfield;MA 01151 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-Daft County RER Product Cool Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). This NOA shall not be valid'after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade Comity) and/or the AW (in areas other than Miand Dade County)reserve the right to have thio product or material tested for quality assurance purposes.If this product or material rails 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 leen designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Saflex Clear and Color Glass Interlayers APPROVAL DOCUMENT:Drawing No.1813,titled"Saflex Based Interlayeis for Laminated Glass" sheets 1-through 3 of 3,dated 04/0612012,prepared by W.W.Schaefer Engineering&Consulting,P.A., signed and sealed by Warren W.Schaefer,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:None LABELING:Glass laminated under this product approval shall be permanently marked in a comer of the glass with:a)Saflex,b)Authorized laminator's name,c)M.D.CA-that stands for Miami Dade County Approved and d)Markings required by federal law for safety glazing. LIMITATION:This approval does not include an evaluation of stractoral performance of this component. 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 HOA slid[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 init§entirety- •% • •• INSPECTION:A copy of this entire NOA shall be provided to the tL%by fh�naguicpn &&distributors and shall be available for inspection at the job site at the request of the Buildlhg Official•• • • •• This NOA revises NOA#12-1231.10 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. i ••• ..•• . 0. . . . . . . . . . . The submitted documentation was.reviewed by Carlos M:Utr0;a,.PX, ••• • ..' :' g o: :• :NOk No.�4-0423.17 > cotnvrit Expiration Date: May 21,2016 Approval Date:June 19,2014 •:• : : : : •:' Page-1 �y1p9/2o14 ... . . . .•. . . Eastman Ckemleat Company(MA) NOTICE OF ACCEPTANCE:EyIDF.11JCE SUBMITTED A. DRAWINGS "Submitted under NOA#121231.10" 1. Drawing No.1813,titled"Saflex Based Interlayers for Laminated Glass"sheets 1 through 3 of 3,dated 04/06!2012,prepared by W.W.Schaefer Engineering&Consulting,P.A.,signed and sealed by Warren W.Schaefer,P.E. B• TESTS "Submitted under NOA#11-032S.os" Test Report No. Standard Date Signature 1. ETC-1 1-726-25078.0 ASTMD1929/D2843 03/08/11 Joseph L.Doldan,P.E. 2. ETC-11-726-25076.0 - ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E. 3. ETC-11-726-25080.0 ASTM D1929/D2843 03/08/11 Joseph L.D'oldan,P.E. 4. ETC-11-726-25077.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E. 5 ETC-I1-726-25079.0 ASTM D1929/D2843 03/08/1 l Joseph L.Doldan,P.E. 6. ETC-11-726-24882.0 ASTM D1929/D2843 03/08/11 Joseph L.Doldan,P.E. 7. ETC 96-191-3253.0 ASTM G26&C1S8 11/05/97 Joseph L.Doldan,P.E. & ETC 98-191-5523.0 ASTM G26&C158 05/11/99 Joseph L.Doldan,P.E. "SubmNed under NOA#09-0223.'05" 9. ETC-07-726-20120.0 ASTM D2843 07/17/08 Joseph L.Doldan,P.E. 10. ETC-07-726-20120.0 -ASTM D1929 07/17/08 Joseph L.Doldan;P.E. 11. ETC-07-726-20120.0 ASTM D635 07/17/08 Joseph L.Doldan,P.E. 12. ETC-07-726-20120.0 ASTM C1S8 07/17/08 Joseph L.Doldan,P.E. C. CALCULATIONS: 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIT'I_CATIONS 1. None. F. STATEMENTS 1. Statement later of code conformance to 2010 and 51'edition(2014)FBC,issued by W.W. Schaefer Engineering&Consulting,P.A.,dated 04/10/2014,signed and sealed by Warren W. Schaefer,P.E. "Submitted under NOA#I1-110211" 2. No financial interest letter issued by W.W.Schaefer Engineering&Consulting,PA,on I 0/24/2011,signed and sealed by Warm W.Schaefer,.£,•• • . • •• . . . . • • . . Carlos#L;UQrera,P.E. ': ;. ';1'rQ�uttfrbnteyl�xaminer NOAN0.14-0423.17 Expiration Date: May 21,2016 ... .APpaoral.Date:Jame 19,2014 E-1 • • • • • • • • • • • • • • • • l A B A Saflex® PVB Interlayer -- (Clear Wor colored Saflex 0-35%--50%) Product Description Manufactured By: Eastman Chemical Company Description: Clear or Colored monolithically extruded interiayers made of polyvinyl butyral resin and triethylenegiycol bis(2-ethyl hexanoate)plasticizer at.concentrations between 35 and 50%. Interlayer is offered under the brand names of Saflex®and Vancevaefor lamination between a minimum of two glasses. A typical glazing is made of the following components(minimum thicknesses indicated-multiple plies of interlayers to be used as necessary): SECTION MOW=ter SED A-2.3 mm(313 -in Annealed Mss as oo�lrfng wttb tbs FtorWa . Acoepr®osUto 3 to B—0.76 mm(0.030-In) Saflex* andfor Vanceva®•Interlayers- t �l� "pptiC't'BEUISOO ay ir« Orr �►+ �nuonarcnt .��Coee Ase wci Product Properties t?e3C�iq 1 Test Safl6X @ @ 30%(2) ' f (1)SaIMIgin[tion temperafuro ASTM D 1929 760 OF - (1)Smoko Den* ASTM D 2843 504 (1)Rate of-Burning ASTM D635 <25 mm mark(not reported (1)Time of Burning ASTM D636 - <6 sec (1)Extent of Burning ASTM DW5 0.311n (4)Avg Mod of Rupture ASTM C158 (1)Weathering(3) Before After 2658 psi 2WI psi (1)Specimen:Laminated glass wilh SaRWO and/or Vanceva®interiaayer (2)Interlayer by itself(unprotected)does NOT comply with Florida Building Code (3)Weathering per section 2542 of the Florida Building Code f*ark Vanceva are n*Mereti trademarks of Eastman Chemical Company 4_ Ir• r�r ... C Combined Muitb layer and Saf w removed BIG name 12f12111 B Renewed FlammaWSlytestd&la 03/21/11 r = A Combined RM&IR3 Products info one document 04102/03 Rev# Dewiplion Date _.`j R'+.rte j..-• d�S•'v,,�. l r == ;;• Eastman Chemical Company 2012 730 WorceswerNAKAnIffold;Wk OM 51 Plow.413-13Q-344 A.)ddo�6�-4'27 Warfen efer,P. •• 000 •so • • • • • Sw sneer Tate: Saftexs Based lnterlayers for Laminated Glass P.EjW 44135 W W Schaefer ring&Consuleng,P.A. Dravrin8 '. $heat ;.. * Drawing Revisions Slructursal Consuidrg sJtgln�rs Number nwfter . .. ®air Dale 740615P Court North 4813 •• 1 ora ••• 04m8M2 Goo • Palm Beach Gardens.F133418 Phone:561-744-3424 ••• 0 0 ••• 0 0 Safte*PVB lnterlaysr continued Saflex® Multilayer Product Properties • Footnote Desarlption Test Dade County Saflex Mul#I- Criteria layer Series - {2) (1) Test for Smoke Density ASTM D 2843 Passed(<76%b) 26.6% (1) Self tgrn"lion Temperature ASTM D 1829 Passed(>WWF) 750°F {1)- Rate of Burning - ASTM D 635 Passed(G1:<1.0 -- in In*I) (1) Average Time of Burning ASTM D 636 (1) Average Extent of ASTM D 635 0.51 to Burning (1)&(3) Average Modulus of ASTM C 168 Passed(<10.0%) Daka.4.90A 'Rupture Before:3842 psi After,4042 psi (1)Specimem Landnated glass with SalleOMuWlayer interlayer (2)Interlayer by.Rang(unprotected)does NOT comply VMh Flodda BUU tg Code (3)Weathering per seetton 2812 of the Florida f3utldfng Code Saflex@ and VancevaW Solar/Color and Colorant Properties Material Designatlon Smoke Derwity Rating Dade Notification# ASTM D 2843 Vanceva®&Saflex®—Clear !./. FTC-11 728-26079.0 Vanceva®&Saflex®—While WA STC-117:!8 25D78.0 Vartceva�&Safes—Black 2% ETC-11 728 26080.0 Varitxi ID&Satiew--mue 611A ETC-1i-726-26477.Q Vanc6V440&Seflme--yellN 9'/0. ETC-11-720-26079.0 Vsnceva®&Saflex®—Red 10'/. ;;�jACVUW.0 ETC-11-726-24882,0 4D WWWWWORS was$How 4tia 1 C -'• AaeepBaVb X48 Wftb a*Fbdit AcoeFte�+lQp 07. tZ3 J - �i1te i2 � 12012 Eastman Qh emlftd;Compalaty. .. �`> 730 Worc ester.SVett Seri er. 41161 ' ,= thrx B�fU 3c P.E. Phone.413-739934I3 F 58-861:07 /'tprsr6:�z�LChQal eer P.E•No Title: Saflqxg DIG Based-Interlayers-for Laminated Glass W.W.Schaefer Eronsa tg&Consulting,P.A. • drawing structural Corisi ift Eng '•: Sheet •.. l7iawi► Revisions 7480160th Court North Number ..• t>1cMtber..: :•f)atey., •.• Date Palm Beach Gardens,FI 33418 1813 2 of 3 04!08/12 rte.561-744-3424 ••• • • - . . . . . . . . . . . 069 0 ... . Saflex®PVB Intedaayer continued Saffex®lnterlayers are known as Saffm Saflex colors,Saflex Muhl-layer;SflentOless TechnologyTa and Vanceva®Color Varmva andfor Saflex are known as:AR,Ct„DA through DZ„MG,NA,RA through RZ.SA through SZ,and VA through VZ(eg.: RB41,.NA71). Sanwe Muifl-layer Interlayers are known as:Q series(QA through QZ) and Silent Glass Technology (e-g.=QB 51,QS 41 etc...). ®Saf ex and Vanceva are registered trademarks of Easi man Chemical Company ac TSpent Glass Technology Is a trademark of Eastman Chendcai Company This is a component approval and does not include an evaluation of structural perforrrrance of this component Systems incorporating this component shall apply for an NQA to the Miami- Dade Product Control and shall submit test reports and other required documents showing that the systems using ties componentwill resist the loads according to chapter 16 of the F.B.C. A fist of authorized laminators shall be filed with Miami-Dade County by Eastman Chemical Company FRODUCtRAWSHD -0 ki �l ��+�i14JslF'tori�a DEC 112012 Easbwn t� ISroO.mss' 00151 Warren W. ,P.E. Phone:413-734 41': P.A$:GOWJOl n Sfrut�ual r P.E- 135 TJtie Saf ffle HIG Based. interlayers for Laminated Glass W.W.Ss3taeier ring 8 Consulting,PA. Drawing dwd ; • : Dmwk4 : Revidone Sftudural irg Engineers Number •• i�nber •i �•Ddte•• i i Date 74801601h Court-North •• 006 • ••• • Palm Beach Gardens,Fl 33418 1813 303 041=2 Phow 661-744-3424* • •• •• • • • •• •• 000 0 0 0 ••• Y • MlAMPDAM MLAMI RADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF.REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADAMISTRATION DIVISION T(786)315-2390 F(780 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamldade.aavleconomp Eastman Chemical Company(MA) 730 Worcester Street Springfield,MA 01151 SCOPE: This NQA 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 h iami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIM. This NOA shall not be valid after the expiration date slated 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 manufacttuer 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_ 'Phis product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRTM'ION:Saflex HP Clear or Color Glass Interlayers APPROVAL DOCUMEPTT:Drawing No.1814,titled"Saflex.HP Interlayers for Laminated Glass",sheets 1 and 2 of 2,dated 04/06/2012,prepared by W.W.Schaefer Engineering&Consulting,P.A.,signed and sealed by Warren W.Schaefer,P.E.,bearing the h iami Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. Mb%=IMPACT RATING:None LABELING:Glass lites laminated under this Product Approval shall be permanently marked in a corner of the glass with.a)Saftex HP,b)Glass standard specifications,c)Laminator identification mark and d) MBCA,standing for Miami Dade County Approved. LIMITATION:This approval does not include an evaluation of structural performance of this component. RENEWAL of this NOA shall be considered after a renewal application has been filed and there lois been no change in the applicable building code negatively affecting the performance of this product. 1UNMATION 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 pr process.Misuse of this NOA as an endorsement of any product,for sales,advertising or my other purposes shall automaticatly.terminate this NOA.Failure to comply with any section of this NOA shall he cause for termination and removal of NOA. AD : 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,than 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#12-1231.09 and consists ofthis page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed byrCarlospt IIft*& I'.E�• .. " NOA No.1.44423.% Expiration bate: April 14,x018 • , , Approval Date:June 19,2014 .?3.6�� •: Page 1 Ymbnan Chemical Comnaav(MA) NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS "Submitted under NOA#12-1231.09" 1. Drawing No.1814,titled"Saflex HP Interlayer for Laminated Glass",sheets 1 and 2 of 2, dated 04/06/2012,prepared by W.W.Schaefer Engineering&Consulting,P.A.,signed and sealed by Warren W.Schaefer,P.E. B. TESTS "Submitted under NOA#09-0223.0S" Test report Standard Date Signature 1. ETC-07-726-20120.0 ASTM D2843 ' 07/17/08 Joseph L.Doldan,P.E. 2. ETC-07-726-20120.0 ASTM D1929 07/17/08 Joseph L.Doldan,P.E. 3. ETC-07-726-20120.0 ASTM D635 07/17/08 Joseph L.Doldan,P.E. 4. ETC-07-726 20120.0 ASTM C158 07/17/08 Joseph L.Doldan,PE. "Submitted under NOA#08-1224.04" 5. ETC 03-191-13748.0 ASTM D•2843 07/25/03 Joseph L.Doldan,P.E. "Submitted under NOA#03-0421:01 s' 6. Omega 15542-109493 ASTM E 84 09/12/01 J.W.Dougherty,P.E. 7. Omega 15542-109763 ASTM E 84 10/30/01 J.W.Dougherty,P.E. 8. HTL 0003-0913-01 PA 201 &203 09/12/02 V.J.Abraham,P.E. 9. ETC 01-726-10071.0 ASTM C 158 •10/15/01 J.L.Doldan,P.E. 10. ETC 01-726-11204.0 ASTM D 1929 09/24101 J.L.Doldan,P.E. 11. ETC 01-726-11204.0 ASTM D 635 09/2MOl J.L.Doldan,P.E. 12. ETC 01-726-11204.0 ASTM D 2843 MUM J.L.Doldan,P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources MM) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement leiter of code conformance to 2010 and 5'"edition(2014)FBC issued by W.W. Schaefer Engineering&Consulting,P.A.,dated 04/10f2014,signed and sealed by Warren W. Schaefer,P.B. "Submitted under NOA#11-110210" 2. No financial interest letter issued by W.W.Schaefer Engineering&Consulting,PA., on 10/24/2011,signed and sealed by Warren W.Schaefer,P.E. ob pg Zo1¢ .. .. ••• Carlos rt Utrera,P.E. • •• :•• Product Control Examiner •� � � •�• •• •�• .. NDA No.14-0423.16 Expiration Date: April 14,2018 • see Approval Date:June 19,2014 • Or E-100 • '.. •• •• • •:• : : ; PROMMiavom A B Atz• r. SafieAD HP Product Description ,,, Manufactivad W. Eastman Chemical Company Description: Saflex®HP is a clear and/or colored Polyvinyl Butyral between 10—34%plasticizer for lamination between two or more-lites of glass. A typical glazing Is made of the following components(minimum thicknesses indicated-multiple layers of Interlayer to be used as necessary): A-2.3 nun(0.090-in) Annealed Glass--0.76 mm(0.030-in) Saflex®HP Interlayers Clear or Colored) SECTION Clear Product Properties nm tpftn Test PVa 1101 P"M Flame Spread Index ASTM E84 10 70 Smoke Develop Index ASTM E84. 6 185 Seo Ignition Temp ASTM 01929 720•F 740"F Rete of Bumiag - ASTM DWS 164 W min. 0.79 inhnin Smoke Den ft ASTM 2843 -- 0.7% ' Avg Mod of Rupture ASTM 0168 DeNW10% Dela:7.8% Before=91090 psi Before:5319 psi After.9976 psi After.6490 psi laON (1)Specimen Laminated glass nth Sa8ex4b HP type interlayer (2j SaftM HP type tntertayer by itself(unprotected)does NOT eemply vdh Florida Budding Code. (3)Weatbedag per section 2812 of the panda Bd tng Code Color Product Prope material Deelgaation Sm010 Demdty Rating Made Notiftcatten 6 Vanceva O&SafimS ASTM D 2943 - - SOtarlC010faDis Clear 666 ETC-11-726-25079.0 Willie 2VA ETC-11-728 26078.0 Blame 275 ETC•11-728+25080.0 k, L if"11 :: _ f/ Blue 6i6 ETC-11-M2770 YeKoyi 9% ETC-11728 M79.0 R Rad 10-A ETC-11 82.0 72$-248 -p 4 Ct1ANGiDFORLA[ LCA1RIEtCATtOH 04W12 3 CNANMPRODUCTNAMETOS*1,EX Z. 2 DELETED RM!&MG OPTIONS 03rom ADDED MERLAYER`B' W14I61 1WV.0 DESCMPTION DATE -fit, Eastman Chemical Company � � 2 730 WorcesterStreet,SprIngfletd.MA 01161 Phone:413430-344.17AX 50OMl-0127 WARREN W. K RE- • • • • • • • Pam TIt1t:�S X��p 1ptortay6n for Laminated Glass Ka so OGG M�j.. Drawing No. Drawn by. Drawing Date Sheet No. 1814 • ••Q4r08r12 14F 2 . .. •• 0.0 .. • • . ... SAFLEX®HP drawing page 2 of 2 Extruded Multi-layer Properties Footnote [resortptton Teat Dade County Criteria. Sallexe Muli fter Sodas(2) (i) Test for$aids,Dansitii ASTM O 2843 Passed(<76°!0) 28.8% (1) Self 1111111101%Temperature ASTM.()1929 Passed 7WF (1) Rate of Mmft ASTM D 835 Passed - inhrdn) . (1) &W"s VMS of B NM" ASTM D 836 — <g (� Average Bdenl of Burning ASTM D 6355 — 0.51 in I (1)S(3) Average Modubrs of Rupture ASTM C 158 Passed(<10.0DBIWA.0% Beton:3842 pal After_4042 psi (1)Specimen:L.amInaled ohm Wh Satle&Mutll-fayer Interlayer (2)lntedayer by itself(unprotected)does NOT comply until Flodda BuIwbw Code (3)Wealhering per section 2812 of the Florida Building Cade hit dwer Notefs)• *Max@ HP can be constructed as layers of Salim.Saftex'Ma1H-layer and VancwmO IVB Irdedayers to add color, performance orthicknesswflhout the use of a PE?fpm. Sallex HP We Intedayers are currently provlded as:Sallex D settee and Saflex Strucdumd and encarnpasses products known as known as San Ata.Sa$ex DG.Saflex DNI,Satlex DN.Satlmc RM,Safi"PS and Sagax PV. Satlex fntarfayers are kwwn as SallaxSallex co[ars.Wex Munk-layer,SIIentOlass Technotogym and Vanceva Cir and can carry designellons such as:AR,CL.DA through DZ.,M6j4A,RA.through fg,SA through SZ,and VA through%e(e g.:RMI,NA71). Sailers Muttl-layer Inteftyere are known as:0 series(QA through q2) and Silent Glen Technology (0,C/.:08 61, 08 41 etc...). 0 Sell=and Vanceva are registered trademarks of Eashnan Chend al Company SitentGlass Technology Is a trademark of Easilllarl Chemical Company This Is a component approval and does not include an ova wdon of struabft pertannance of this campanGnL Systns incorporating thle component shag apply for en HOA to the Mf mtftde Product Control and shall submit test reports and other required documents showing that the systems using this component will resistthe loads according to chapter 18 of Ota F.B.C. A Rst of aulhorkted laminators shall pct th? led tmrlNt INfaml-Dade County by lastrrlart Chemical Company 1$4i31W>1dSViMPRt) UGT as w�ltre9it/be A.t�o,pp1ftsm as ww�� iftawFlwjU �` '•=' - !rf �� *r`�"7nwvo 1110 ,� .vg DEC 11201 $ 2 cy Eastman Chemical Company 730 Worcester Street,Springfield,MA 01151 Phone:413-730-3413;FAX 508-881-0127 'RE Tithe:3af IA HP Jttfet�lt Y4;for Laminated Glass Pte. tss . .. Draw VNp•: •Dr`swrtdsr •Arawing Date Sheet No. 1814 04M&12 2 OF 2 PAWFA9IQAIWS�,FI.s01� ••• • • PH�6617s�.11g ••• • • • • • • • • •• • • • • MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade nv/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION:Series 11111R-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The, NOA number preceded by the words Miami-Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1114.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed bF.1Vfarlugl P+•eW410 +L" • •• •• ••• " • NOA No. 15-0519.09 rnar:r oaoe cou7 Expiration Date: December 21,2021 ,..,. , Y7/0rj ��• ••• •�• � :0: Approval Date:.July 092015 • • • • Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 07-0815.09 and 06-0405.06) 2. Drawing No.4127-10,titled"Alum.Horizontal Roller Window,Impact",sheets 1 through 11 of 11,dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-5330,dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 07-0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC;TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0403.06) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. F TL-4859,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) .. ... . . . . . . . .. . . . . ... . Manuel P re P.E. Product Control Baininer • . • NOA No.15-0519.09 • •• �Ezpir$tion Date: December 21,2021 ..' ':' ... .• t.• '.' Approval Date: July 09 2015 E-1 I . . . . . . . . . . PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated May 16,2015, issued by manufacturer,signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory,Inc.,dated 07/18/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No..FTL4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-1114.04,issued to PGT Industries for their Series "HR-710"Aluminum Horizontal Sliding Window- L.M.I., approved on 02/16/12 and expiring on 12/21/16. .. ... . . . . . .. . .. . . . . ... . . . . . . . . . . .. ... .. . . . .. Man el PqfeN P.E. • • Product Control b4miner • NOA No.15-0519.09 •• expiration Date: December 21,2021 'o e a Approval Date: July 092015 E-2 . .. .. . . . .. .. ... . . . ... . . GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW Ap 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE PVBINTERLAYER A.611V LAW CONSISTING OF(2)LITES OF 118°ANNEALED GLASS WITH A.090'-PVB'INTERLAYER ® or SAFLEX PVB INTERLAYER BY S.6118'LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A.090"'PVB'INTERLAYER EASTMAN CHEMICAL COMPANY C.6118'LAMI CONSISTING OF(2)LITES OF 11"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER D.7118'LAMI CONSIS11NO OF(2)LITES OF 3118'ANNEALED GLASS WITH A AW-PVB"INTERLAYER. E.7118'LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE OF 3/1V HEAT STRENGTHENED GLASS WITH A.090''PVB"INTERLAYER. NOA DRAWING MAP F.7/18"LAMI CONSISTING OF(2)LITES OF 311W HEAT STRENGTHENED GLASS WITH A.090"'PVB"INTERLAYER SHEET G.13118"LAMI 10:(1)LITE OF 1/8"OR 3118"ANNEALED(MIN.)GLASS,6118'OR 3/8"AIR SPACE AND 6/16"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.097"PVB'INTERLAYER GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13118'LAMI 10:(1)LITE OF 1/8"OR 3/18'ANNEALED(MIN.)GLASS,6/18°OR 318'AIR SPACE AND 6116"LAMI CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8'HEAT STRENGTHENED GLASS WITH A.080""PVB"INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 1.13118'LAMI IG:(1)LITE OF 1/8'OR 3/18'ANNEALED(MIN.)GLASS,6118'OR 318"AIR SPACE AND 6/18"LAMI PARTS LIST.......................6 CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS WITH A.090"'PVB'INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL..............5 J.13/18"LAMI IG:(1)LITE OF 118"OR 3118'ANNEALED(MIN.)GLASS,3/18"OR 1/4"AIR SPACE AND 711V LAMI ANCHORAGE....................6-11 • •• CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH A.090'"PVB"INTERLAYER :Goo*: • •• •••K.13/18tiLAMM&0)LITE OF 11V OR 3118"ANNEALED(MIN.)GLASS,3116"OR lie AIR SPACE AND 716'LAMI •••••• CONSISTING 0:(1)LITE OF 3/18'ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH A.080'"PVB"INTERLAYER •• ••• •••••• • •L.13/18YAM1 IG:M)LITE OF 1/8"OR 3118"ANNEALED(MIN.)GLASS,3/18"OR 1/4"AIR SPACE AND 7118'LAMI :09 CONSISTING C:(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090'"PVB'INTERLAYER. • CONFIOU 10 X XO 0000•• • •e2• "2X•.1 • XOX •••• •• $.DESIGN efM;LIRLcS:(SEE TABLES,SHEET 3) ••••• •• • A.NEGAFIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. • • • �F B.POSITFOOVESION LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 0000•• • • • •• 4.ANCHORAi6k THE••331/3^/c STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 0000•• •• 000000 •• i •&SHUTTERS AFI NOT REQUIRED. PRODUCPREV139D a9 complyL%whh ore Fonda 000000 •46.FRAME ANU PANE;CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Buhdi"B • • AccepluaceNo I O � • •el.REFERENCES:TEST REPORTS FTL-4868,FTL4869 AND FTL-6330. wdon Data 1+�4 ELCO TEXTRON NOA'S C © ANSUAF&PA NDS FOR WOOD CONSTRUCTION M181 ALUMINUM DESIGN MANUAL S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). `�� LYNN 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. �` O� �• � //F •it: pLo.68705 K La>� &Wne F 67HED1r101V we fBCWWW GENERAL NOTES O a... JJ tON7111 E F8C?otoCODECNANOE a VENICE.Fl3aM ,• .. P.O. 1628 ALUM.NORIZONTALROLLER WINDOW,IMPACT '��SSIONA�-L�� JA smi D ADDEDIOCAP TDSE7EMPERED •30TNOW. •.r.•eat sr r. a.ryln aw ai1 fL(Wl�t(P.e ar< NOKOMIs.�L24zra V*,*&_ +w7fo NT. 1 a f1 4127-10 F P.EJHaa�ro F.X. 9!28478 J.J. 8 KURARAY BUTACI PVBINTERLAYER 0 or SAFLEX PVB INTERLAYER BY 21 50 Y1 50 EASTMAN CHEMICAL COMPANY 1/2"NOM. U2"NOM. a EXTERIOR INTERIOR 1. GLASS BITE 55 GLASS SITE (ALL SECTIONS) 51 60,61,62 51 14 63,64,66 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/18°ANNEALED OR HEAT STRENGTHENED GLASS 080 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS 8118"NOM. 7118"LAMINATED 5/16"LAMINATED GLASS 7116"LAMINATED GLASS •i•••• ••• 21 • •• 5021 60 ••••• •• • ••• •• • • • • ILJLJ 000 1/2"NOM. 112°NOM. :0000: 69 GLASS BITE 59 GLASS SITE •••••• •• ••i•• `� _T • • • . .•• 52 . •. 52 FNonucr Revlsen • • • • 66,67,68,69,70,71 s aplyl%whh ft FlMda •••••• • .. . . 72,73,74,75,78,77 evi�m"e cam • • Aeaopmna"N"1 -d I°12oI • •• 1!8°ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS i,ation Dau 090 PVB INTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS ey 6118°LAMINATED 7118°LAMINATED Miam 6118°OR 3/8°AIR SPACE 3118"OR 1/4"AIR SPACE 1/8"OR 3118°ANNEALED OR TEMPERED GLASS QD 118"or 3/78"ANNEALED OR TEMPERED GLASS QD 13!18°NOM. 13118°NOM. 13/16"LAMI IG GLASS W/5116°LAMI 13/160 LAMI IG GLASS W/7/16"LAM[ \��`�� LYN,N is No.58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT.GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. tAL BN4nd F ftEV18ED811ERULYFRMAHUFACTURER SATE F R"wap am m70TECHNOLOOYMNE QLAZINODETAILS 'U�` FLORIUP.•' d.r. 1an7n1 E NOCHMOETHMSHEE'T NNENME.K30275 7e" �i��s1'••••••••• rrr slant v aneeolocnFToderr a tsoFrHorE P.o.•ox,3za ALUM,HORIZONTAL ROLLER WINDOW,IMPACT V a •� •,wNOKOMIS.FL3w4 j Wbb Bg ` � � Rye A L�TSN Id PEF.K. ?1118/08 ,L,l 8/Z8/a8 HR7f0 FUII 2 N 11 4127-�� F RES 03700 TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 38318- 48" 50 618" 64" 80" 83" Be A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 40.0 +60.0 -60.0 +60.0 1 .60.0 +60.0 -60.0 +60.0 -60.0 1Q 88" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 .60.0 +58.8 -58.8 +86.2 -158.2 1 D FOR INSTALLATION IN 108 3/8" A,B,G,H +60.0 .60.0 +60.0 -60.0 +60.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -65.2 +82.3 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +54.8 -54.6 +51.7 -51.7 �SHGALLL TYPES G 111" A,B,G,H +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 +89.6 -59.15 +63.8 -53.6 +50.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I 1 +60.0 -60.0 AND ANCHOR UP TD 111" D,E,F, QUANTA REMAIN +76.0 -76.0 J,K L UNCHANGED. TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" T•A 88 7/18" A'B'C' 611 +80.0 -80.0 • • • • • • • •• OQ Be 7/18" J K +75.0 -76.0 •••••• s '. •••••• TABLE 3. •••••• RJAND09EANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FW WINDOWS WI SAME DLO ARE 1"SMALLER) • • VIINDOW AjiS WINDOW HEIGHT •• •2VIDTH• 28" 36" 38 318" 1 46" 80 618" 64" 60" 83" •••••• 80" 6A,%H +75.0 -75.0 +75.0 -76.0 +75.0 75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 •••••• •• 88" . a r,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +78.0 78.0 +75.0 -75.0 +75.0 -76.0 +74.2 -74.2 +70.2 -70.2 •• ; .•72" • A46G,H +76.0 -76.0 +75.0 -75.0 +75.0 75.0 +75.0 -76.0 +76.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 -(,DUCC REVISED a,Orme with wo FImMe •;••.• 74" ,B, ,H +78.0 -715.0 +76.0 -715.0 +75.0 -78.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +83.8 -83.8 nv M;1 -05 p�� •• C D E,F, +75.0 -75.0 10�°nonto $vQ) OP TO 74" I,J,K,L M Pr°Qact GLASS TYPES:TEST REPORT FTL-4858(XOX),FTL4869(OX&XO)AND FTL-5330 A.6118"LAMI-(1/81 A,.090,1/8"A) G.13/16"LAMI I0-118'OR 3/16"A(MIN.),6118"OR 3/8"AIR SPACE,6/18"LAMI-(118"A,.090,118"A) B.5/16"LAMI-(Iff A,.090,1/8'"HS) H.13116"LAMI IG-1/8"OR 3118"A(MIN.),5/16"OR 31W AR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) ``�� C.6116"LAMI-(1/8"HS,.080,1/8"HS) I. 13/16"LAMI IG-118"OR 3/16"A(MIN.),6/16"OR 3/6"'AR SPACE,6/18"LAMI-(1/8"HS,.090,1/S°HS) `��DSV LYNN..744,81" �� N' -`vct:NSF•'•. i D.7/16"LAMI-(3116"A,.090,3/181 A) J.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16'"A,.090,3/16"A) E.7/16"LAM]-(3/16"A,.090,3/16"HS) K.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3116"A,.090,3/16"'HS) No.50705 - F.7116"LAMI-(3118"HS,.090,3116"HS) L.13/18"LAMI IG-1/8"OR 3/161A(MIN.),3/16"OR 1/4"'SPACE,7/16"LAM[-(3/16"HS,.090,3/16-HS) - : /1")L-* f} ' • 1 dr 4L� L I 614Hd F NO CHANGE TW SHEET o.vbem STA E Aj. fa17H1 F No cHAAm nashmr 10"E"�3 4c;T DESIGN PRESSURES =;�r ..,aco..... ` P c ALUM.HORIZONTAL ROLLER WINDOW IMPACT ��'' 114' JA 4/30/i1 D AWWfGCAP70BE7EMPBREO +30I•TN07E egx�s7B r• •sq,a. x." '� S/O \ f ` isr-WEnln D� ROKOMI9,FL 34V4 Vbtb&Beaw A rN FX ?/28/08 JJ 3r29roB rZl-. NTS 9 a 11 4127-10 p P.�. 705 27 3/8" 27 31W 27 3/8" MAX,DLO 64 6/18'MAX.DLO FIXED MAX.DLO MAX.DLO VENT VENT F00=D p D g B B B X O X X 0 x_ _ _ ��+ 110"MAX.WIDTH I.F.FRAME 7/18"MAX WITH I.F.FRAME-----{j --111"MAX.WIDTH FLANGE FRAME - I--86 7/16"MAX.WIDTH FLANGE FRAME 0000 DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) •• ••• NOTE: :*woe: • • :•:• • 8/18 MAX 33 9/16"MAX, 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • DLO FIXED C DLO VENT eel 0• • '', c SEALANT OR BASKET ••••• • •• -. r 83"MAX. •• ••• — '^'' FLANGE AT HEAD AND SILL • FRAME :•.•.: : • I A ALL 15 • I CONFIG. •.•..• •• 67 X •. / / �. •• • 000 M/V(. • / / MAX PRODUCT RBV,SBD t DL0R4LL• • l DLO ALL 15 I.F.FRAME •ctyag w;5,tb,Florida ••••.• •• LOV • I VENTS — Building Com 8r MAX. —c Acuptmee No Qq LITE3 Bxpi4n,lonDHle J � ••• I.F.FRAME O I X ALL CONFIG. Ba 1 Product I 1 13 FLANGE FRAMELYNIV I73" .......FRAME VIEW D-D �-74-MAX.WIDTH FLANGE FRAME =*. No.58705 (FRAME CORNER CONSTRUCTION) _ r DETAIL A-OX OR XO7 Z � t� - STATE OF LAE ~6 F NO CNANDETXt98J#EET OMe�' %fin'•, JJ 1Wf7Hf E NO 7H788NEET ,07NiE tgiOL0OY36a ERNE ELEVATIONS 'T�So F<o.... . `;�� ALUM.HORIZOWAL ROLLER WNJ.N W IMPACT JIM 8!mi a NOCHANSETWSHEET P.O.eox,B2g s4.xaw dor are oaec— w r oft nor N01<OMI$,FL 34274 Mslbl9 Battar HR7l0 NTS •4 u 11 •4127-10 F A L"1 58708 P.E FJG 2/28148 JJ. 8/mm INTERIOR 37 32 36 22 39 1 22 O 4 18 2 13 EXTERIOR INTERIOR 21 MAX.VENT OLD }�— MAX.FIXED DLO MAX.*T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 35 32 37 HEIGHT 39 FL6WE • • •iiai MAX • 0000•• VENT • • • DLO• Q 18 0000•• • . • • MAX, • • 6 FIXED •• • • 0.000• 4 •b DLO • • 09.96 06 •9 I 43 0 0 22 MAX.FIXED DLO -4 MAX.VENT DLO •9••• • • ••• • • r• MAX.WIDTH(LF.FRAME) • 6 EXTERIOR SECTION A-A '0000: " 21 (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 0.000. 6 .6 • • 24 • • 9 • 000000 ••• ' Mal 8 22 21 41 22 PRODUCE REVISED • as complying with R•Flmldn ••• 2 6Wlding Cordo AccepancoMo •oe19� 12 24 8 EXTERIOR INTERIOR lmuonData I 7 92 21 ey 7 EXTERIOR1ILL INTERIOR I l i t l �� 0�j LYNN�/ 1,10.58705 SECTION C-C HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) ,. •TO IS STA[O' ffin:I 114na I F NOCHAMOETHIS&UMT SECTIONS !��^�'•.FCOR101"••'G 10OMN LOOP DRIVE JU 10/17!11 E NO CHANGE Tws&MET NVENICE,PL3427e AL!/AA HORIZONTAL ROLLER WINDOW IMPACT %��S�1OIdAI. J.R A�1W1 D NOCNANOETHt33HEET P.o.Ogx tt 0 'r, sore •.raw •a a�iil�tt P.E. ne/c AMs - NOP-0. ,fL342y4 V(r0 Betor F.IC 1�28/Oa a 9alvw HR7t0 Haff 5 r 11 4117-10 F P.E.ggg7os rMwimmimm DFSCRI<'TION MAIL PGf# EMWIYWGNKVI DESCRIPTLON MAT'L I PM . 1 4102 1 A FLANGEFRAMEHEAD 6063-TEAL 61"37 66 GLASSJ 13/16"LAMI104/8"A 3/8"AIR SPA 5/16"LAMI I/81A.090PVB,1/8"A 2 4025 SASH STOP TD. ANTILIFTCUP6063-T5 AL 612244 67 " I W16"LAMI 1&11rA IN.,3/8"AIRSPA 5116'LAMI 1/8"A .090PVB I/8"H9 3 #8 X 3/4 PH.PAN HEAD 7834AA 68 13!16"LAMI Io.DFA .,3/8"AIR SPAM 5116"LAMI(1/8"HS .090 PVB,WHO 4 4053 SASH STOP COVER ASH STOP 6063-T5 AL 69 13116"LAW IO.3/16"A W.,5/16"AIR SPACB,5/16"LAMI(110"A,090 PVB,1/8'A) 6 4136 FLANC EFRAMESIIL 6063-T6 AL 64136 70 " 13!16"LAMI ICi3/16"A IN15/16"AIR SPACE,5/16"LAMI 1/8"A .090PVB,I/rHS 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 " 13/16"LAMI 10.3116"A(MIN.),5/16"AIR SPAR,5/16"LAMI(V8"HS,.090 PVB I/8"HS) np 8 4131 ROLLERTRAC K 6063-T6 AL 64131 72 13/16"LAM10118'A . 11V AIR SPA 7/16"LAM[3/16"A .090PVB 3/16"A 10 71298 WEEPHOLECOV1Rt POLYPROP. 71298 73 " 13/16'LAMI I&I/VA . 1/4'AIR SPA 7/16'LAW(3/10'A..090P 3/16'HS 12 1626 ADHESIVEOPBNCFd3 FOAM PAD 7PAD1626 74 ° 13116'LAMIIOIWA IN, ll4"AIRSPAM 7/16"LAMI(3/16"HS,.090PVB 3/16'HS 13 4002 A ADHESEFRAMB CELL 6063 T6 AL AD16 75 13/16"LAMI 10.3/16"A iN. 3/16'AIR SPAM 7/16"LAMI 3116"A,-090 3J16"A) 76 13116"LAMI10.3/16"A 1N.),3/16"AIR SPA 7/16'LAMI(3/16"A,.090 PVB,3/160HS 14 4134 GASKECFOR MAINFRAME SULJOINT 74134W/K 77 13116"LAMI IG3/16"A QA1Nj 3/16'AIR SPAM 7/16"LAMI 3/16'HS .090PVB 3/16"HS) is 1155 #8 X 1.000 UAD PN.SMS 781POA 90 1014 SCREEN FRAMH OR&VBR 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 641100 91 1630 SCREENCORWKEYW/RIN03 POLYPROP. 17 4054 B FUM MEMO RAIL 6063HD•T6 AL 64054A 92 1631 SCREEN CORNER KEY WtOUTRINCS POLYPROP. 19 4066 IWSTP..187 X.230,FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST. 21 4105JSHOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLIM-.133 DIA.FOAM EM PVC 22 1683 ..250 X.270 BA FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1RHOUSING&CLIME 42112RD 96 3CRffiV CLOTH • R011MWHE�.S BRASS 7BRWHL2 • • •29• 4128ONTALROLLERSASHTOP CUIDE POLYPROP, 44128N i••••i 32 i006BEITNGRAE. 6063H3-T6 AL 64006 2.710 •••••• 235 .170 X.270 BA FIN SEAL 67S16G • 1096LATCH DICAST 71096 • 36 10162PH.FL SM9 7858•••••• V 4126IDBRAIL f�63-T5 AL 64126 2.024 1683rzsoX 270BA FIN SEAL 6168343WEATHBRSTED.187 X.275 67070K • • •40 • I41 res:AB,COVERCAP 74078"C"LORR •••• 41 4139 HEAD 6063-T6 AL 64139 42 4140 MESUL 6063"T6 AL 64140 4� I.F.FRAME HEAD *:so*• #4138,8083-TB 48 4141 LF.FRAMEJAMB 6063-T6 AL 64141 000000 50 • GR i DOW 999.9M95 OR ALENT �y 224 ()[.AZINGBFAD BULB CK 6TPM7W ®Romp complying with dw F!"dda •Ji 1225 VALYL($AZINGBEADHULS fiTP248K 2.784 Buiidh�gCodd 53 4039 B C3AZAi0BEAD-5116' 6063 TS AL 640398 AahP� 'Ogl j�, nme I.uw 54 4044 B (KAZIKGBEAD-5/16'WIGRILLIUT 6063-TS AL 644703 062 3.162 By 55 4222 A GLt1 MBEAD-7116' 6063-T5 AL 64222 Froduot 56 985 C (RAZINGBEAD-7/16"W/CRILLKIT 6063-TS AL 6985 7L 1.988 59 4067 ICIAZINGBEAD-13/16" 6063-T5 AL 64067 60 CLASS 5116"IAMI U8"A .090PVB 1/8'A O I.F. FRAME 6083-TO tiC1YENNNq� 1061 5/16 LAMI 1/8"A .090PVB 1/8HS 62 516LAM1/8"HS .090PVB 1/8"HS L27/1AMI3/16A .90PB,31 'A63 '<•!.,F��p � No.50705 64 7/16"LAMI 3116"A_090 FIVE3/16'HS 42 I.F.FRAME SILL = � —i p; 65 7/16"LAMI 3/l6"H3 .090 PVB 3116"HS O #4140,6083•Te m{a SPATE OF ` LU 04056 F NO CHANQEMIS 8NB✓aT PARTS UST �i�� •.FCORIOA•'�t j J d 19%7H1 E No oom E7M8 amw t N.VENICE.FL 3 M "Eff TM ALUM.HORIZONTAL ROLLER WINDOW IMPACT J✓i 920111 D ADDEb TOOU8911PE9 P.O.Bt)%1628 e� pwt07A !Ya A.LVW�M�LIER P.E. VAN talc NOKOMIS,FL 34274 T/IYJbI,y BQtte! /9i77Q NTS S ,11 412710 F P.E668706 FJL 1/19/08 ✓.J. 9!19/06 1.613-� 1 .082 1.187 � I�I�•�, 3.'62 1.443-�1 1. 3 L� O SASH STOP COVER 1:1113 .082 3.00 4 #4053,6083-T5 1.[22 +►--2,710---y FLANGE FRAME HEAD I--27ea� O FLANGE FRAME SILL O FRAME SILL ADAPTER O #4102A,6063-76 #4136,6063re 9x137,806378 1.383 1.67 082 13 FLANGE FRAME JAMB os1 ----(I---.o62 � I 94002a,6083-T6.. 490 x37 �•1.403- • • ..I--1.x61 —I 746 ""; •••• O•' SASH STOP Og HORIZ.ROLLER TRACK 1 T FIXED MEETING RAIL •••••• • • • #026,6083•T6 94131,6083-T8 #40548,8083RD T8 • • 0000•• ••• 0••• •s •O o• 0 • • 0 •0••• 4•• • *Osseo 00000 • soo• 2. 79 0.000 • Poo • • • • • s•Oo•• 062 2. 050 i • • • •• 1. 87 1. 9 _� 4 0.600• • •• .878' 6••• —al 1.081 .28»1 • 0 1.0�'�-"'� PRODUCT RSWWO Osseo* ••e O SASH TOP&BOTTOM RAIL O SASH MTG.RAIL O SASH SIDE RAIL O GLAZING BEA 6/18° as amPlTingallh ehe Rbdde ••• �1 94133.8083 75 32 94008D,8063FIS-T8 37 94128,8083 Tfi 53 940398,8083 76 eU"^ Aetept�ca No 15'0514•a4 Iretlon Date +�,� er �� .678 x .678 .863 1.096 1 ` 1.086 45h--I�� 1.116�''4� I9.097 n a ��D�..LYNN 54 GLAZING BEAD,6118 55 GLAZING BEAD 7118 58 GLAZING BEAD,7118° 59 GLAZING BEAD,13/18" 940448.8063 T8 94�2A,8083 T6 99860,808376 #4067,6083-75 :� ��GENSF' (USED W/GRILL KIT) (USED W/GRILL KIT) �.r'. N0.58705 ftww UAW0.•060 �n t7� LK B1f4l16 F NOCHANmmisBHEET •. 10707ECtIP16LOGY DRNE EXTRUSIONS ` F<URIDP`.•'• \� ALUM.HORIZONTAL ROLLER WWNDOW IMPACT 10NAI_ J..4 1Wf71 E NO CtWYQE TW SHEET N.VEMCE,FL 34278 JR BR47J1 D NO CHANOETHIS SHW v o•sux tete a ae 0000 omaax> x," �/�� NOKOMO&FL 34274 Better A LTNN A1111J�FZ b1.E J� Vb" Hrt7fo Halt 7 11 4127-10 F P.ER 887 ANCHOR QUAN7111ES,XOX(114-I&IM WINDOWS TABLE 4 NOTES: - GLASS TYPE8 A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANONOR TYPE2,3,wooD7 $CONO 1,OONC $3,WOOD 2,CONC 1,CONC 1-114'ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-k12 STEEL SCREWS(G6) &SUBSTRATE ZONES ZONE S Z ZONES 2.GLASS TYPES: WINDOW SIZE HEAD&SILL if HEAD&SILL HEAD&BILL HEAD&SILL HEAD&BILL HEAD&SILL A 5116°LAM[-(118'A 060,1/5"A) FOR INSTALLATION IN THE HVHZ ASOVE 30 B.6M8"LAMI-(IV&.090,1/8'HS) FT,GLASS TYPES G-L SHALL HAVE A • C.5AW LAM[-(1/8"HS,.090,1i8°HS) TEMPERED I.G.GLASS CAP.BOTH THE V AND 53.128 x 38.378 1+C2t1+02+1 2 1+C2t1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 D.711W LAM[-(3118'A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C1+1+C2+1 3 1+C2+1+02+1 3 1+C2t1+02+1 8 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 E.711V LAM[-(3/18'A,.N0,3118°H8) 80.828 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1402+1 3 1+C2+1+C2+1 3 F.7311 LAM)-IG-I HS,.R3 3/16"(8) G.13118°LAM)10-1/6"OR 3/18"A(MIN,),5/18'OR 31S"SPACE,5/18°LAM).(118'A,.090,118°A) 84.000 1+C2+1402+1 3 t+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1tC2+1 3 1+02+1+12+1 3 H.13116'LAMI IG-118"OR 3116"A(MIN.),5118'OR 3B'SPACE,511W LAMI-(118°A,.090,IV HS) 80.000 1+02+1+0.2+1 3 1tCZ+1+02+1 3 1+02+1+0.2+1 3 1+0.2+1+02+1 3 1+0.2+1+02+1 3 1+0.2+1+02+1 3 1. 13/18"LAMI IG-118'OR 3118"A(MIN.),6116'OR 3W SPACE,5118'LAMI-(1/8"HS,.090,118'HS) J.13116'LAMI IG-118'OR 3116'A(MIN.),3118"OR 1/4'SPACE,7/18"LAMI-(3118'A,.090,3118"A) 83,000 1tC2+1+C2+1 3 i+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+03+t+C3+1 3 K.13/16"LAM)IG-1/8"OR 3118'A(MIN.),3118'OR 1/4'SPACE,7118'LAMI-(3118"A,.090,3115-HS) 60.000x 38.378 1402+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 211+02+1+02+1.2 1+C2+2+C2+1 2 L. 13118°LAM[IG-1/8"OR 3118'A(MIN,),3/18"OR 1/4'SPACE,7118°LAMI-(3/18"HS,.090,3118'HS) 48.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 1+C2+1402+1 3 1+C2+2+02+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.628 1+C2+1+02t1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+02+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. So.= 1+02+1+0241 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+0.2+1 3 1+02+1+02+1 3 1+03+2+03+1 3 3/4'MAX.FROM CORNERS. JAMBS: 9°MAX.FROM CORNERS AND 221/2"MAX.O.C. 63.09D 1+00+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 t+C2+1+C2+1 3 1+C3+2+C3+1 3 TABLE KEY: 7*WoxM.378 1+C2+2+02+1 2 1+C2+1+02+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+02+1 2 1+02+2+02+1 2 X O X %069: • 0000 .,..--ANCHOR QUANTITY PER JAMB •••••• 48.000 100242+0211 3 1+C2+1+C'2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 311+02+2+C2+1 3 1+03+4+0.3+1 3 • • ••••6,628 1+02+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+02+1 311+C2+2+02+1 3 1+C2+2+02+1 3 1+02+2+02+1 3 HEAD AND SILL ANCHOR QUANTITY. •:9••• • 84,000 1.0200402.1 3 1+02+1+02+1 3 1+0.2+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+0.3+2+03+1 3 A CLUSTER OF(3)ANCHORS CENTERED •• • 80.000 1+0.2+2+ 2+1 3 1+C2+1+02+1 3 1+C2+2+02+1 3 1+02+2+02+1 3 1+0212+02+1 3 1+C3+2+03+1 3 ANCHOR AT EACH OPERABLE AT EACH MEETING RAIL PLUS(VENT 000000 •••.9.000 1f +2f 2 1 3 1+C2+1+C2+1 3 1+C3+2+03+1 3 1+C3+2+C3+1 3 1+02+2+C2+1 3 1+03+2+03+1 3 PLUS(4)ANCHORS AT FIXED SECTION. ••••• x 38.378 1 a 1 2 1+0.2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+02+3+C2+1121 (12)ANCHORS TOTAL AT HEAD AND BILL ••••• NAW 1 1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3-MIN.O.C.ANCHOR SPACING) 4444 • • • %0.828 1 +1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 •4096• 25314'm•x. • • • 54.000 14 0241 3 i+C2+2+02+1 3 1+C2+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+04+3+04+1 3 --.•�}�--3'MIN. 0 0 0 0 0 0 • 80.000 40295 13 1+C2+2+C2+1 3 1+C3+2+C3+1 3.1+03+2+03+1 3 1+C2+2+C2+1 3 1+04+3+01+1 3 0 0 6 0 0 X3.000 1402+24@2+1 3 1tC2+2+C2+1 3 1+C3+2+03+1 3[1+0+2+03+1 3 1+02+2+02+1 3 1+04+3+C4+1 3 9°REF. X O X • r PRODUCT REVISED 000000 IW.3f t03IL378 1+62+2+024112 1+C2+2+02+1 2 1+C2+3+02+1 2 1+C2+3tC2+1 2 1+C2+3402+1 211+02+4+0241 2 I as�pIY�th the Ftmft 0000 4&000 1+C2+3+C2+1 3 1+C2+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1402+3+02+1 3 1+09+4+03+1 3 MTG.RAIL,TYP. AcceptmSim 50.628 1+C2+3+C2+1 3 1+02+2+02+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+03+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS y 84.000 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+C3t3+03+1 311+C3+3+03+1 3 1+C3+3+CS+1 3 1+04+4+0.4+1 3 (SHOWN IN TABLE KEY ABOVE) 60.oW 1+03+3+03+1 3 1+C2+2+C2+1 3 1+04+3+04+1 3 1+04+3+C4+1 4 1+C3+3+C3+1 3 1+04+4+04+1 3 63.000 1+03+3+03+1 3 1+C2+2+C2+1 3 1+04+3+04+1 311+04+3+C4+1 4 1+04+34C4+1 3 1+C5+4+C5+1 3 25 3/4'MAX 111.0001 38,375 1+C2+3+02+1 2 1+C2+2+02+1 2 1+02+3+02+1 2 1402+3+02+1 3 1+02+3+02+1 2 1+02+4+02+1 2 1 1/2'TYP. �F+--3"MIN. 46.000 1+C2+3+02+1 3 1+C2+2+02+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+C2+3+02+1 3 1+C3+4+C3+1 3 \\\"LL( LYNN ti/1��i,�� 9'REF. 50.628 1+C2+34C2+1 3 1+02+2+02+1 131L+04+3+04+1 3 1+03+3+03+1 311+03+3+C3+1 3 1+C3+4+C3+1 3 Y— X O X �\1��•.•'`�GFNS�;'•�`p 64.000 1+C3+3+03+1 3 1+02+2+C2+1 3 1+03+31C3t1 311+03+3+03+1 3 1+04+4+04+1 3 t }'' No.58705 80.000 1+03+3+0.3+1 3 1+0.2+2+02+1 3 1+04+3+01+9 4 1403+3+03+1 3 1401+4+0.4+1 3 MTG.RAIL,TYP. 63.000 1+03+3+03+1 3 1+02+2+02+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+06+4+C8+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS 7 obwor. am :'��`•, stn E IS:•lu , LK B1f4H5 F No--0mmTH188HEET 1070 TECHNt7L06Y DRNE ANCHORAGE SPACING XOX 114-912-114 r'•. F c� � •. CO2�to,?'•C� J,J' 70H7H7 E NOCHANOE7mshwT N.MICE,FL 34278 Tax ALUM.HORIZONTAL ROU-ER WINDOW IMPACT JJt 524111 I D ID/001PT08E7EIIIPfi= +30FTA207E P.O.B,1232B ftivie e a atom rtwa OAK um NOxoMIS,FL 34274 1�blbly Seder HR7t0 NTS 8 d 91 4127-90 F A LfAFI P.E. Fit J.J 329/f6 ANCHORCOUANTITIEB OX 1f3-913.113 WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,ME.F,I,J,K.L ANCHOR TypSj 2,3,WOOD 2,CONC 1,CONO 2,3,WOOD 2,GONG 1,CONC 1.ANCHOR TYPES: &SUBSTRATS ZONES ZONES ZONES ZONES ZONES ZONES 1-114"ELCO TAPCONS 2-1/4'ELCO S34 CRETE•FLEX 3 412 STEEL SCREWS(GS) LASS WINDOW SIM HEAD&SILL HEAD&SILL HEAD&BILL HEAD&BILL HEAD&BILL HEAD&SILL 2, B.6/8 AMIB-(1/8"A,.00,IV A) � F PTI GLASS ATIONTYPESIN TL SHALL HAVE A 30 V H I I I ll I ' 48.000 x 38.376 1+C2+1+C2+1 2 1+01+1+CZ+1 2 1+C2+I+102+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+02+1 2 C.SM8"LAMI-(1/8'HS„080,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48,000 1+102+1+102+1 3 1+101+1+02+1 311402+1+02+1 3 1+02+1+02+1 3 1t02+1+C2+1 3 1+02+1+02+7 3 D.7/18”LAMI-(3/18°A.Q90,3/18'A) ANCHOR QUANTITY REMAIN UNCHANGED. 80,E h1+:C2+1+C2+13+1 3 1+02+1+0+1 3 1+C2+1+02+1 3 1+02+1+020 3 1+102+1+02+1 3 1+C2+1+02+1 3 E.7118"LAMI-(3/18'HS,.0,.311 HS) F.7/18°LAMI-(3(18'118,.090,3/18°HS) 84,000 2+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+C3+1 3 1+02+1+02+1 3 G.13118"LAMI IG-1A)'OR 3118'A(MIN.),6118'OR 318"SPACE,6/18"LAMI-(1/8"A,.090,118'A) 60A00 2+1 3 1+02+1+C2+1 3 /+C1+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C2+1 3 H.13/1B"LAMI IG-1/8'OR 3/18"A(MIN.),6118"OR 318"SPACE,8118"LAMI-(118"A,.090,V8'HS) I. 13118"LAMI IG-1/8"OR 3118°A(MIN.),6/18"OR 318'SPACE,6118'LAMI-(118"HS,.090,1/6"HS) 63.000 2+1 3 1+C2+1+01+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+03+1+03+13 J,13/16"LAMI IG-118"OR 3/18'A(MIN.),3/18"OR 1/4'SPACE,7116'LAM]-(3118"A,.090,3118"A) 63.128x 38,378 2+1 2 1+C2+1+C2+1 2 1+C3+1+02+1 2 1+C2+1+02+1 2 1+102+1+C2+1 2 1+02+1+02+12 1( 13/1g"LAM)10-1/8'OR 3118'A(MIN.),3118'OR 114"SPACE,7/18"LAMN-(3f18'A.�0,3118°HS) 4&000 3+1 3 1+C2+1+02+1 3 1+C3+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C.L+1+C2+1 3 L. 13118"LAMI IG-1/8"OR 3116"A(MINJ,311S"OR 114'SPACE,7118'LAMI-(311("HS,.090,3118"HS) 60.6282+1 3 1+C2+1+C3+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+42+1 3 1+C2+1+02+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 84.000 C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 80,000 1+C2+1+C2+1 3 1+02+1402+1 3 1 1+C2+1+02+1 3 1402+1+024/ 3 1402+1+C3+1 3 1+C3+1+03+1 3 63.000 1+020+02013 1+C2+1+C2+1 3 I+C2+1+02+1 3 1+C2+1+C2+1 311+02+1+C2+1.3 1+C3+1+C3+1 31 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 9D.000x 3ILV6 1+C2+1+C2+1 2 1+C3+1+C2+1 2 1+C2+1+02+1 2 1+02+1+02+1 211+C2+1+02+112 1+102+1+C2+1 21 28314"MAX.FROM CORNERS JAMBS: 8"MAX.FROM CORNERS AND 22112•MAX.O.G. 48.000 1+02+1+C2+113 1+C2+1+C2+1 3 1+020+102+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+42+1+C2+1 31 TABLE KEY: +••4p.828 1+02+1+C2+113 1+C2+1+C2+1 3 1+C241+102+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C241+C2+1 3 • • ••• 084.000 1 +f,24 3 1+02+1+02+1 3 1+C2+1+102+1 3 1+C20+c2+1 3 1+1020+10241 3 1+03+1+03+1 3 1+C3+1+C3+1 3 +—ANCHOR QUANTITY PER JAMB ••••+• • • 88.000 1tC2+61+Ct+ 3 1+101+1+103+1 3 1+02+1+02+1 3 1+0241+102+1 3 1+02+1+t3+1 3 1+103+1+03+1 3 '0000A HEAD AND SILL ANCHOR QUANTITIES •+•••• .000 1+ +1+C2+ 3 1+02+1+C2+1 3 1+C3+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+pH 3 A CLUSTER OF(3)ANCHORS CENTERED • 65,2Nx 38.378 1+ + 2 1+C2+1+C2+1 2 1+C2+1+0241 2 1+02+1+C2+T 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 ON EACH MEETING RAIL PLUS(1) •• 48.000 1402+1+C1+1 I 3 14C2+1+C2+1 311+1320+02+1 3 1+02+1402+1 3 1+C2+1+C3+1 3 1+02+1+02+1 3 ANCHOR AT EACH OPERABLE VENT •••••• •••x.828 1+ ++ r 3 1+C2+1+02+1 3 1+02+1+0+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+03+1+02+1 3 PLUS(1)ANCHORS AT FIXED SECTION. •+•+• •• 084,000 3 1+0+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3,1+03+1+C3+1 3 (8)ANCHORS TOTAL AT HEAD AND SILL ••• •• 0.000 1+10306Vt0tl 3 1+C241+C2+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+C2+1 311+03+1+C3+113 (3"MIN.O.C.ANCHOR SPACING) •••• .000 1+ + 3 1+C2+1443+1 3 1+C3+i+C3+1 3 1+03+1+C3+1 3 1+02+1+C2+1 3 1+C3+1403+1 3 •••• 74 FOOD x 38.378 1+02+1+C3+1 2 1+C2+1+02+1 2 1+C2+1+102+1 2 1+02+1+C2+1 2 1+0+1+C2+1 2 1+C2+1+42+1 2MAX 26 314"MA 48.000 1+02+ C2+ 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2•N 3 1+5341463+1 3 •••••• • 80,628 1+ + 3 1+0+1+0241 3 1+0+1+0+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C3+1rC3+1 3 • • 9"REF. • ••64,000 1492+1+9 1 3 1+C2+1+C2+1 3 14020+02+1 3 1+02+1+C3+1 3 1+02+1+02+1 3 1+C3+1+C3+1 3 T X O X •i•••• •••960,000 1+ 2>f+0+ 3 1+102+14122+1 3 1+C3+1+03+1 3 1+03+1+C3+1 3 1+C2+1+0+1 3 1+C3+•1+C3+1 3 II FR0mi1CTREVIS® as wmplying With tha Fbrida X1.000 1+02+1+C2+1 3 1+C2414C2+1 3 1+C3+1+C3+1 3 1+C3+1+03+1 3 1+02+1+02+1 3 1+C3+1+03+1 3 0uilding cam 84.000x38.376 1+02+1+C2+1 2,1+02+1+C2+1 21+C3+1+C2+1 2 1+02+1+C3+1 311+020+1320 2 1+C2+1+C2+1 2 MA RAIL,CLTYPpccapt°n�°N° 5� Jq ' 49,000 1+02+1+02+1 131+C2+1+C2+1 1+0+1+02+1 3 1+103+1+0+1 3 14C2+1+02+1 3 1+C2+1+C2+1 3 1+0+1+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 80.828 1402+1+02+1 1+0+1+C2+1 3 1+C2+1+C2+1 3 1402+1+02+1 311+020+02+1 3 1+03+1+0311 3 (SHOWN IN TABLE KEY ABOVE) 1 Promo 64.000 1+02+1+02+1 3 1+C3+1+C3+1 3 1+03+1+03+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 380,000 1+0241+0+1 1+0+14C 2+1 3 1+0+1+0+1 3 1+03+1+03+1 4 1+03+1+53+1 3 1403+1+03+1 3 28 314"MAX' 83.000 1+03+1+C3+1 1+0+1+03+1 3 1+03+1+C3+1 3 1+53+1+03+1 4 1+03+1+03+1 3,1+C4+1+04+1 4 1-1 ��itlttl�i� I-+-3°MIN. 88.437x38,376 1+0241+C2+112 1+02+1+13+1 2 1+52+1+02+1 2 1+C2+1+102+1 3 1+102+1+C2+1 211+C2+1+02+1 2 48.00048.0001+020+402+1 3 1+C2+1+03+1 3 1+C2+1+C2+1 3 1+01 02+1+C2+1 3 1+102+1+C2+1 3 1+C3+1+03+1 3 O X ��'�, �CENSF •.Fip �� 60,828 1+02+1+102+1 3 14 +1+43+1 3 1+C2+1+C2+1 3 1+C2+1+C3+1 3 1+52+1+03+1 3 1+C3+1+C3+1 3 *;, , �r 84,000 1+C2+1+C2+1 3 1+C3+1+C2+1 3 1+C3+1+53+1 3 1+C3+1+C3+1 3 1+C2t1+C2+1 311400+03+1 3 _ No.58705 60.000 1+C2r1+0+1 3 1+C2+1+C2+1 3 1+0+1+C3+1 3 1+0+1+0+1 4 1+0+1+0+1 311+04+1+C4+1 4 MTG.tij , . 83,0001+03+1+0+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 1+0+1+0+11411+030+030 3 1+04+1+04+1 4 PLE CLUSTER W/ QTY.OF(4)ANCHORS CJk laww.'amw4fffffi F NOCHANGE 7N/88M ET +oto TECFINaLOOV DINE ANCHORAQE 3PACINO XOX 1/3-1J3 9!3 '�'�` Ftoaw�`,••`G _ , w 1W17/V1 E NOCHANSET1 81+EET "�N'�'� � ALUM.HORIZONTAL ROLLER WINDOW IMPACT '*-',i"5,/ONM-t�\' J•R 82MI D ADDED K+CAP TO BE TEMPERED +30FTNOTE PA.BQXX 1618 ttlllll, oW oeln NOKOMIS,Fl34xi4 1 14*89- �0 A LYNN MuL P.E. FJG 22M JJ 328M8 HR710 NTS. 8 s 11 4117-10 R F P.E.R6 m 4 ' 4 ANCHOR QUANTITIES,XO&OX WINDOWS TASLE 6 NOTES: GLASS TYPES A.B,G,H GLASS IDES C,D,E,F,I,J,K,L 1.ANCHOR TYPES: ANCHOR lYPE 2,3.WOOD 1 2,CONC 1,GONC 2,3,WOOD 2,CONC 1,CONC 1-1/C ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(GS) &SMTRATE ZONESI ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: A.5118'LAMI-(1/8'A„090,1/8'A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW 812E „y y 0) W N ro N B.5119'LAMI-(118-A,.090.1/8”HS) FT,GLASS TYPES G-L SHALL HAVE A V H rS ' �p ' ,p ' 222 op C.6N8"LAMI-(1/8"HS,.090,IV HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND 37.000 X 38 376 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7/18'LAMI-(3118'A..090.3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/1S'LAMI-(3116'A..090,311W HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/18-LAMI-(311('HB..090,3118-HS) 60.826 1+C2+1 3 1+C2+1 3 i+C2+1 3 1+C2+i 3 1+C2+1 3 1+C2+1 3 G.13116'LAMI IG-1/8'OR 3118'A(MIN.),5/18'OR 3/8'SPACE,5116'LAM/-Off A,M.1/8'A) H.13118"LAMI IG•1/8'OR 3/18'A(MIN.).5/18'OR 3/8"SPACE,5/18'LAMI-(118"A..090.lir HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1. 13/1W LAMI IG-1A)"OR 3/16'A(MIN.),6/1S"OR 3/8'SPACE,5116-LAM]-(1A3"HS,.090,1/8'HS) 80.000 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 J 13/18"LAMI IG-118"OR 3116"A(MIN.),3118'OR 114'SPACE,7116'LAMI-(3118"A,.000.3118"A) K.13116'LAMI IG-1/e"OR 3118"A(MIN.),311W OR 1/4'SPACE,7118'LAMI-(3/18'A,.090,3118'HS) 63.000 1+02+1 3 1+CL+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13/18"LAMI IG-118"OR 3116"A(MIN.),3/18'OR 1/4'SPACE,7/18"LAMI-(3f18-HS 090,3/18'HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48,000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50,625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 HEAD&SILL: 10112'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+•02+1 3 1+C1+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 18 314"MAX.FROM CORNERS. 60.000 1+03+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: e'MAX.FROM CORNERS AND 22112'MAX O.C. •• 63.000 1+03+1 3 1+C2+1 3 1+C3+1 3 1+03+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: O X • • 43.4x6 x 38.375. 1+62+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+02+1 2 1+02+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMS ••••: ° 48.000. 1+C2 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 ••••• HEAD AND SILL ANCHOR QUANTITIES ••••,• • ° 50.625. 1+02+j 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+i 3 A CLUSTER OF(3)ANCHORS °• • 54.00 ,,+ 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+q+1 3 CENTERED ON THE MEETING RAIL • •••• •• 60.000 +C�+ 4 1+C2t1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+030 3 PWS(2)ANCHORS C OPERABLE • • 83.000° 1+ + 4 1+C3+1 3 1+04+1 3 1+C3+1 4 1+C3+1 3 1+04+1 3 VENT AND FIXED SECTION.(7) ANCHORS TOTAL AT HEAD AND SILL. • • 60,000 38.375 1 +1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+02+2 2 ••••• (3'MIN.O.C.ANCHOR SPACING) ••••• 48.000o 1+C2W 3 1+C2+1 3 2+03+2 3 1+C2+1 3 1+02+1 3 2+C3+2 3 i••••: • • 50.625 1+C3+1 3 1+C2+1 3 2+03+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 8 3/4"MAX. • • • 54.000 I� +9 4 1+C2+1 3 2+C3+2 3 1+03+1 4 1+02+1 3 2+C3+2 3 —�{I+-3-MIN. • •••• •• 80,000. 1 + 4 1+03+1 3 2+C4+2 4 1+C3+1 4 1+03+1 3 2+C4+2 4 9"REF. • ••• 83.00, ip +1 4 1+03+1 3 2+134+2 4 1+C3+1 4 1+03+1 3 2+C4+2 4 T x O •:•°•• PRODUCT REVISED jX 36.375 +C2+ 3 1+C2+1 2 2+02+2 3 2+02+2 3 1+C2+1 2 2+C2+2 3 re yin tYtm dw FWda 0909 MTG.RAIL Balding Coda 48.000 2+C2+2 4 1+C2+1 3 2+q+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 A�aaptanca•No l�-O 1 2021 50,625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+02+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Ex imuanaata 54.000 2+133+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+03+2 4 (SHOWN IN TABLE KEY ABOVE) M;� Proeaa 60.000 2+C3+2 4 1+C3+1 3 2+04+2 4 2+C3+2 4 1+C3+1 3 2+04+2 4 83.000 1+03+1 4 1+C3+1 3 2+C4+2 4 2+03+2 4 1+C3+1 3 2+04+2 4 183/4•MAX 1 112'TYP. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+21—L 2+02+2 2 2+02+2 3 F+-3-MIN. 4&000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 9"REF. X O ```��Ohli LYNN klee, 50.825 2+C3+2 4 2+C2+2 3 2+03+2 4 2+03+2 4 2+C2+2 3 2+C3+2 4 ••Ff 54.000 2+03+2 4 2+C3+2 3 2+04+2 4 2+03+2 4 2+C3+2 3 2+C4+2 4 `t MTG.RAIL '�; No.&8705 80,000 2+C3+2 4 1+C3+1 3 2+04+2 4 2+C3+2 5 2+C3+2 3 2+04+2 4 = 63,000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W1 QTY.OF(4)ANCHORS o "r '• LM. 8h4/18 `•NtlF" rooClfANfitEiMSSlfEET P T ANCHORAGESPACINC3 OXANDXOWINDOWS 'pc`;'•. Frn e F '•.<,u, 10707ECMNOLOBY DRIVE �� •. COR1...•'`�� 11 1QHTH? E NOCHANQETHI83HfET N.vErtiCEFL3t2t8 of 'yid&1 ALUM.HORIZONTAL ROLLER WINDOW IMPACT /ONl\I AFL 81011? D WIG CAP TORETE61PERED +SWTNOTE. P.OM[d.R 20 mrtrt<et ter. pap„b k`t NOKOMI8,PL S42T4 1�Ifl6ty Better XL�NR P.E. Px a HRT10 NTS to d 11 4127-10 F P.E.• 4 1 3!4"MIN.E.D.TYP. NOTES: • MIN.3.4 KSI �r 1 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1/4"ELCO CONCRETE 1 1"MIN.EDGE NOTE 3 13M TAPCONS EMBEDED 1 3/S°MIN.OR 1/4"SS4 CRETE-FLEX EMSEOED 1 3/4°MIN.. MINIMUM DISTANCE FROM �• MIN. ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 1x WOOD • "• v 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS)OR 1/4"SS4 CRETE-FLEX WITH BUCK, l 012 TRIMFIT HEAD. NOTE 3 3.WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 1S LESS 114° I 1!4 © THAN 1 1W. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX II MAX.J CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083•T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4° 6.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SMHIMI� 1/4"MAX.SHIM—�{Fes-- 111,4r MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I I MIN. I I (1.6KSICMU) kj, ORPER NOTE 12-112°MIN.EMBEDMENT (3.4 KS1 CONCRETE) tP100D CONCRETETO ANCH R, ANCHOR, 1314" a E TX ERIOR INT R ORi• • "MIN.EDGE NOTE 1MIN.E.D (HEAb&SILL DETAILS A,B,C,D, &H) TYP. e••••• 2. qBUCK,ISM I• 1x WOOD BUCK,NOTE � 4 SEE NAILING INTERIOR 618°MIN.EDGE 60:09 •• • •4ERi4?L E DETAIL F (JAMB DETAILS E.F&1) •••••• loose: WPIU,FLANGE FRAME JAMB SECTIONS EXTERIOR SW MIN. • • • • • • CONCRETE •••••• WOOD DETAIL H (HEAD) *:sees • ANCHOR, ••••• ANCHOR, NOTE 1 NOTE 2 AN IUNG • • 000 .131 DIA MIN.x 2 112"NAIL • AT CORNERS AND S"O.C. I•AODUCrRhMSED •••••• •••• • • TYPICAL DETAILS G,H&L oa complying with rho Florida 0000 Building Codd' 1!4" *$H nccoptenca lYu 1 f3-o$ MAX. 'm1101 Data I SHIM �b� "MIN.EDGE Bp D[de P, ..i.. SEE y NOTE 1MIN. SLING13/4°MIN. 2-112"MIN. SEE NAIllN6 `' Q .LYNN 911EMIN.3.4 KSI_ E.D•TVP. �i��.''� �CQ CONCRETE ' DETAIL C BUCK DETAIL D 2-1n"MIN,EMBED 3 ;c NOTE 3 gDETAJLSILL) DETAIL 1(JAMB) NO. alas TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS a`:Ct �1 .'S 41 LM. 914118 F CORRECT OFRONALBUCKNOTETOfNCLUDECMU i ��'•.�<OR109 •'Cj` 1070 TECHNOLOGY DANE ANCHORAGE DETAILS • J.J. f917/11 E NO CHANGE nO BNEET N.VENICE,FL 34rre +� ��'S'� �`CN P.O.69X 1 -- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �,, 0+'N1�A'�I`, air _92911 D NO CHANGETN138F4SET NOKOI,_FL J4- VGl.1 . '_ m,�raae �` ° ` N°"VN° I°10 -A.LYWA"P.E. V�wt:JG 21II908 J.J. HR710 Hoff 11 d 11 4127-10 P P.E.0 58M r - •• • • . •• ••• •• • • ••• • ••• • • • • •• • •• ••• • •• •••• • • ••• • ••• • •• • • • • • • • • • • •• .• • • • •• •• •