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WS-16-161 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-251326 Permit Number: WS-1-16-161 Scheduled Inspection Date: March 04, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MOYER, GORDON Work Classification: Window/Door Replacement Job Address:9301 NE 12 Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1132050270010 Project: <NONE> Contractor: HOME OWNER Building Department Comments REMOVE AND REPLACE 10 WINDOWS WITH NEW infractio Passed comments IMPACT GLASS WINDOWS INSPECTOR COMMENTS False Inspector Comments Passed `��/� Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 03,2016 For Inspections please call: (305)762-4949 Page 10 of 36 Miami Shores Village Building Department JAN 24 26 6 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 J. pF',B^� C 20//1 6 BUILDING Master Permit No. I�11 I — 16f PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:_ 9.3®/ wz< = V� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: �[/ 32-&5'-0z7—o o tO Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): z'r©'2&U'V r oy�2��i�sr�/� Allay, Phone#: 3C'-5--5�6 7-3Y Z/ Address: AIr 12 7-1 ,4✓C7 City: /H,wl 5-/-45dec5 State: 10'4 Zi I3e Tenant/Lessee Name: Phone#: Email: 9sJ"e e.P' � -4,0 � C�J,� CONTRACTOR:Company Name: dwNzm Phone#: C-G-3 Y2o' 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:$ 4�oa Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [K Repair/Replace ❑ Demolition Description of Work: A-vi) &a.44e'g /® &J 1AjD04V a 'La /Ty Specify color of color thru tile: Submittal Fee$ Permit Fee$ - OZ) CCF$ �` CO/CC$ Scanning Fee$ 1 '�� Radon Fee$ Q DBPR$ Notary$ 00 Technology Fee$ `-'f 'G-3 Training/Education Fee$ ` �� Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 7 Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged beforeme this The foregoing instrument was acknowledged before me this Q 2 C day of 20 l - ,by day of ,20 by O-M,1vho is personally known to ,who is personally known to me or who has produced CAA C-')' (- 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: �\ f •; ••es. Sign: g _ Sign: Print: - ��' �[ Print: Seal: Seal: APPROVED BY �l�lD_ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4 �5�!O Miami Shores Village oma Building Department 10050 N.E.2nd Avenue R Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: C-&ff1la^j 5- i'+lo Yom/` DATE: �&Ag ADDRESS: 99VI I'S- /Z .7` 4v& 1V11FI,-7r J;Aa4t=� 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 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, violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial eg 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 by county or municipal ordinance. Initial 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. Initial 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_ 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.myfloridalicense.com/dbor/pro/cilb/index.html Initial 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: ?Yo y Ala- Initial 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 'Z� day of ��'`0'r , 20 By Civ up-)O'^S +V-? who was personally known to me or who has Produced there License oras identification. OV4NCR NOT ARI : � °.a +.A a t . Permft NCS. �g�► s�� Miami Shores Village PBf7t?lt 7�: ini lAi f ihutt rs 10050 N.E.2nd Avenue NE irk� �airr:Windo�+rlt7!cur eplacem Miami Shores,FL 33138-0000 Phone: (305)795-2204 ROVED ' ' fwR„ Expiration: 7/24/2016 to teat �11 /2'0 P� Project Address Parcel Number Applicant 9301 NE 12 Avenue 1132050270010 GORDON MOYER Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell GORDON MOYER 9301 NE 12 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 HOME OWNER _., _ _. _......... _ _ Total Sq Feet: 0 Type of Work:REMOVE AND REPLACE 10 WINDOWS WITH Available Inspections: No of Openings:10 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-1-16-58399 DBPR Fee $3.00 DCA Fee $3.00 01/26/2016 Credit Card $234.00 $0.00 Education Surcharge $1.00 Notary Fee $5.00 Permit Fee $200.00 Scanning Fee $15.00 Technology Fee $4.00 Total: $234.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo 61thepore,I authorize the above-named contractor to do the work stated. January 26, 2016 At6orized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 26,2016 1 t ; IL AW Is 1111 A� py I PI lu I )6 (4 - 161 RECEIVEI� JAN 21,21G BY:_ w o o li • •• • • • • ••• • - :' L I Y It G ~ •• •" •' Miami Shcres Village ... ... ... ... ��?OV'ED BY TE •• • •0 • ' DEPT hT • • • • • • • • _ _.�T 0 CGh,lPl.lr'rICE Wl FH ALL.FEDERAL • •• •• • • • •• •• t -:_ r��Cr (_,N i (HUL_S AND P�70ULATIONS Line$ Item Description Quantity 1.1 PW701H WINGUARD PICTURE WINDOW Ordered:1 Location:1 - - - Size:69.000W x 50.000H Size Type:Tip-To-Tip Frame Color:Bronze Frame type:Flange Outboard Glass Color.Bronze Interlayer Color.Clear Interlayer Color.CLR Inboard Glass Color.Clear Glass Type:7/16"Lami(3/16 Ann-.090 PVB-3/16 HS) Colonial Style:No Colonial Fixed lites across:0 Fixed lites down:0 Stainless Steel Package:1 DP Calculated+:77.50 DP Calculated-:77.50 FPA#:FL243 Certification#:13-0502.03 NOA Selection:13-0502.03(exp.2/19/2019) NFRC Label:U-Factor.0.99 NFRC Label:SHGC:0.55 NFRC Label:VT:0.51 COG:U-Factor.0.94 COG:SHGC:0.60 COG:VT(use for Turtle Code):0.57 Condensation Resistance:13 Energy Star.Does Not Qualify What side to Mull:View from Outside 2.1 MULL MULL BARS Ordered:1 Location:1 --- --- For Brand:WinGuard Aluminum Mull Type:1 x 4 x.375 Mull Custom Mull Size:69.000 Mull Color.Bronze 3.1 MULL MULL BARS Ordered:1 Location:1 For Brand:WinGuard Aluminum Custom Mull Size:0 Clip Angles&U-Channel:1 x 4 x.375 Mull Clip Set:Yes 4.1 HR710A HR710A ALUM WG Ordered:1 Location:1 - Size:69.000W x 25.500H Frame type:Flange Size Type:Tip-To-Tip Configuration:XOX-Left Moving-Middle Fixed-Right Moving Frame cotor:Bronze Outboard Glass color.Bronze Interlayer color.Clear Inboard Glass color.Clear Glass type:7/16"Laml(3/16 Ann-.090 PVB-3/16 Ann) Meeting rail location:1/3-1/3-1/3 How many locks:1 Screen type:18x16 Charcoal ✓// Colonial style:No Colonial DP Calculated Pos+:75.00 DP Calculated Neg:75.00 CertficationM 15-0519.09 FPA#:FL242 Anchorage:1/4"ELCO Tapcons Substrate:Concrete Label:U-Factor.1.07 Label:SHGC:0.50 Label:VT:0.46 COG:VT(use for Turtle Code):0.57 Energy Star.Does Not Qualify What side to Mull:View from Outside 5.1 HR710A HR710A ALUM WG Ordered:3 Location:2,3,4 Size:68.625W x 38.125H Frame type:Flange Size Type:Tip-To-Tip Configuration:XOX-Left Moving-Middle Fixe-Right Moving Front altj B".•. : : .'• Outboard Glass color.Bronze In%Iayer Or Chu•! • • • • inboard Glass color.Clear Glasertype i/. Larr�i(�/1b�a-9.8W PVB-3/16 Ann) Meeting rail location:1/3-1/3-1/3 ® HW malt fficks!t • • • •• Screen type:18x16 Charcoal Colonial style:No Colonial DP Calculated Pos+:75.00 DP Calculated Neg:75.00 Certification#:15-0519.09 FPA#*44 242••• ••• *0* • Anchorage:1/4"ELCO Tapcons ;S"te:Concipte . ; ; ; Label:U-Factor:1.07 INVa1: HG&0. • • • • • Label:VT:0.46 •GOG: (use f(r-1*1 Lode):Q67 • Energy Star.Does Not Qualify What side to Mull:View from Outside ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jt i 6.1 HR710A HR710A ALUM WG Ordered:3 Location:5,7,8 _ Size:53.000W x 38.125H Frame type:Flange Size Type:TIp-To-Tip Configuration:XO-Left Moving-Right Fixed Frame color:Bronze Outboard Glass color:Bronze Interlayer color.Clear Inboard Glass color.Clear Glass type:7/16"Lami(3/16 Ann-.090 PVB-3/16 Ann) How marry locks:1 Screen type:18x16 Charcoal Colonial style:No Colonial DP Calculated Pos+:75.00 DP Calculated Neg-:75.00 Certification#:15-0519.09 FPA#:FL242 Anchorage:1/4"ELCO Tapcons Substrate:Concrete Label:U-Factor.1.07 Label:SHGC:0.50 Label:VT:0.46 COG:VT(use for Turtle Code):0.57 Energy Star.Does Not Qualify What side to Mull:View from Outside 7.1 HR710A HR710A ALUM WG Ordered:1 Location:6 - -- - - - Size:37.000W x 50.250H Frame type:Flange Size Type:Tip-To-Tip Configuration:XO-Left Moving-Right Fixed Frame color.Bronze Outboard Glass color.Bronze Interlayer color.Clear Inboard Glass color.Clear �p Glass type:7/16"Lami(3/16 Ann-.090 PVB-3/16 Ann) How many locks:2 Screen type:18x16 Charcoal Colonial style:No Colonial DP Calculated Pos+:75.00 DP Calculated Neg:75.00 CerBfication#:15-0519.09 FPA#:FL242 Anchorage:1/4"ELCO Tapcons Substrate:Concrete Label:U-Factor.1.07 Label:SHGC:0.50 Label:VT:0.46 COG:VT(use for Turtle Code):0.57 Energy Star.Does Not Qualify What side to Mull:View from Outside 8.1 SH700 WINGUARD SH SERIES 700 Ordered:1 Location:9 - Size::18.500W x 50.250H Size type::Tip-To-Tip Configuration::Equal Lite Egress::Does not meet Egress Sash height::25.257 Frame type::Flange Frame color.:Bronze Outboard color:Bronze Interlayer color.:White Inboard color.:Clear Glass type::7/16"Lami(3/16 Ann-.090 PVB-3/16 Ann) Colonial style::No Colonial C7/ Screen type::18x16 Charcoal Wdw Lock Type::Sweep Latch How many locks::1 DP Calculated+:64.00 DP Calculated:80.00 Certification#:15-0519.08 FPA#:FL239 Label:U-Factor.1.06 Label:SHGC:0.52 Label:VT:0.48 COG:VT(use for Turtle Code):0.57 Energy Star.Does Not Qualify Testing/Certifications to be used for permit:Miami-Dade Anchorage Type::1/4"ELCO Tapcons NOA(in HVHZ) Substrate:Concrete 9.1 HR710A HR710A ALUM WG Ordered:1 Locatlon.10 -- Size:53.000W x 50.250H Frame type:Flange Size Type:Tip-To-Tip Configuration:XO-Left Moving-Right Foxed Frame color.Bronze Outboard Glass color.Bronze Interlayer color.Clear Inboard Glass color.Clear Glass typal 7/s16:Largi(31,i6 4nn,.490 PVB-3/16 Ann) How many locks:2 Screen ty j:1$j 6 r,I jr. I i Colonial style:No Colonial DID Calcrlated as+: Ob•• • DP Calculated Neg:75.00 "OW4006119"i i ••• FPA#:FL242 Anchorage:1/4"ELCO Tapoons Substrate:Concrete Label:U-Factor:1.07 Label:SHGC:0.50 •1-aboi YT' Ns 0.46•• •• COG:VT(use for Turtle Code):0.57 rgy • SneStar. 9d1:)ualifjT• ••• What side to Mull:View from Outside ••• • • • ••• • • t r 041A14F 141,09-DADECOUNIY EMMM PR0DI1cTCONTIIOLSF.CTION DEPARTSIENTOF REGULATORY AND ECDNONUCRESOUR(SS(RES) IIM5Sw7LSftc.11 mv208 ROARD AND CODE Am"'N"fRATION DIVISION 7(796)315.2390 F(786)315.2599 NOTICE OF ACCEPTANCE(NOA) .•edsawndr xo.rrremm PrT Imlgstrka 1070 Techaolagy Drive North Veuke,F7.34275 .SCOPE: This NOA is being issued under the appli-hk mks and regulations govemieg the use of construction materials.The documentation submitted has been reviowed and accepted by Miami-Dade County R6R- Pnuluct Control Section to be used in Miami Dade County and oil=rates what allowed by the Authority Having Jurisdiction(AIU), This NOA shall not be vdid after the expiration date slated below.The Miami-Dade County Product Control Section(In Mismi-Uade C:ounly)ander the AM(In aeras other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.if this product o material fails to perform in the accepted manna,the marmfschvar will incur the expense of stilt testing and the AW may immediately revoke.modify.m suspend the use of such product or material within their jurisdiction. RER rasa=the right to nwekt this acceptance,if it is determined by Miami-Dade Coumy Product Control Section that this product or matainl fags to mea the requirements of tie applicable building code. Tab product a approved as described haehr,and has been designed to cwnply with tho Florida Building Cade,including tho High Velocity Hurricane'Lone: DFSCRIffJONt Serio HR-710"Aluminum Hor@onlal finding Wind—-LM.L APPROVAL DOCUMENT:Dowing No.4127-10,titled"Alum.Horizontal Roller Window,loped", shahs l through I l of 11,dated 02/28106,with revision F dated 05/14115,prepared by manufacturer,signed and scaled by Anthony Lynn Miller,P.F bearing Iho Miami-lade County Product Control Revision stamp with the Notice of Acceptance number and expiation dam by the M'mmi-Dade County Product Control Section. MIffiD.E IMPACT RATING:Large and Small Missile Impact ResbtanL L ABELINGr llaeh unit shall bear a permanent label with the assautamnen's nave or togs.city,stmt, modelfserits,and following sW ennem:'Mismi-Made County Product Centel Approved",unless otherwise acted ha sin. RENEWAL of this NOA shall be considered after a renewal application has been filed and than has been an char"in the applicable buitdingoode negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiation date or if thorc has been a revision or change in the materials,use,and/or manufanum:of the pmduct o process.Misuse of this NOA as an endmscamm of any product,for sales,advertising or any other prap.—shall aulandicatly termlvatc this NOA.Failum to comply with any section of this NOA shot be=use for termination and removal of NOA AnwimsEMElw1'r The NOA number preceded by the words Miami-Dade Cutely,Florida,and foltowod by the"phalmn date may be displayed in advertising literature. if any portion of the NOA is displayed,Wen it shall be done in its entirety. INSPECTION:A copy of Oda entire NOA shall be provided to the riser by the manufacturer or its disuibutos and shall be available for inspection sl the jab site at the request of Ibe Building OlTcial. This NOA revises end renews NOA011-1114.04 andamdsa of this page I and ovide ce pag=E-1 and E-2,as wall as approval document memioned above. 'the submitted documentation waw ravitwed by Manuel Perez,P.E. NOA Na 1}0519.69 Erpbnttan Dsa December21,2021 cim '�!y j15 Approval Dale:Jdy092013 Paget PGP Inda9lrle9 NOTICE OF ACCEPTANCE: EVIDENCESUJIMIrMD A. DRAWINGS 1. Manufacnmr's die drawings and sections. (Sabadued under NOA's Na 07-0815.09 and 06W5.06) 2. Drawing No.4127-10,tiled"Alum.Horiwmal Roller Window,Impact",sheets I through 11 of 11,dated 0228(06,with revision F datod 05/14/15,prepared by manufacture,signed and seated by Mtlmny Lynn Miller,PA B. TESTS L Test reports on:I)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FHC,TAS 203-94 along with marked-up drawings and invtallation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.Frt SM,dated 07/11/07,signed and sealed by Cares S Riorda,P.E. (SubmUled Ruder NOA Na 07-0815.09) 2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Unifo®Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FISC:,TAS 202-94 ..4)large Missile Impact fest per MIC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TA.q 203-94 6)Forted Entry Test,per FBC 2411321,TAS 202-94 along with marked-up drawings and instillation diagram of an XOX alr®inum horizontal sliding window,prepared by Fenestration Testing laboratory,lac.,Test Report No.FTL-0558,dated 03/08/06,signed and staled by Edmund.Largacspada, P.E. (Submitted under NOA No."-0405.06) 3. 'Taal reports on:1)Air Inrfiltmlion'fkst,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per MRC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 A)lenge Missile Impact Test per FBC,TAS 201-94 5)Cyclic WinbPlessdk4i Adi pePFTRC�LIs2 94• •• 6)Forced Eby Tess,per C 1,..2.1-"I Ak2094• • along with marked-up drawit}%amd i»st ion�agrym�an YOY•a�t4immt• horizontal sliding window,pteiRV by Fett•She cxI iStiRg Lbotallary, Report No.FTL4859,datedp WW06•ag•d anciftlled byWAmuttgo I ' I1.F,. (SabarOted ander NOA Na 06-0405.06) 000 •• • •-- MavoetW16L • ••• •• • ••q d d Coutr* man• NOA Na 15.0 9.09 Ex9kaf m nater December 21,2021 Approval Doc:July W 2015 • • • • • • • • • • • •• •• ••• ••• •• •• t PGT Iwiltsfries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FDC-P Edition(2014),dated 05/14115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.H. 2. Glaring complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(REE). E. MATERIALCERTIRCATIONS 1. Notice of Acc ptance No.14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflax Clear and Color Glass tnterlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No.14-0916.10 issued to Kurerey America,Inc.for their "Kamray Butaeite®PVB Glass Interlayer"dated 04125/15,expiring on 12111/16. F. STATEMENTS I. Statement letter of conformance,complying with FRC41 FAIllon(2014),dated May 16,20 15,issued by manufacturer,signed and scaled by A.Lynn Mill",P.E. 2, Statement letter of no financial interest,dated May 16.2015,issued by maoufacturer. signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for fest Report No.FTL-3330,issued by Fenestration Testing Laboratory,Inc.,dated 07/18/07,signed and sealed by Carlos S.Rionda,P.E- (Subullred under NOA Na 07-0815.09) 4. laboratory compliance letter for fest Reports No.FTL4859 and F7L-4889,issued by Fenestration'testing laboratory, Inc.,dated 03/08/06,signed and sealed by P.dmundo fargaespada,P.E. (Sabulffed under NOA Na 06-040106) G. OTHERS 1. Notice of Acoeptance No.1114 114.04,issued to PGI'Indusuies for their Series "11R-710"Aluminum Horizontal Sliding Window-I_M.I.,approved on 02/16/12 and expiring on 122 1/16. i Mao P.R Pr�aet Control Iver NOA N.150519.09 P.xpbeW.Doh:Deaambar 21,m21 Approoal Dahn.Ja1y092015 E-2 GENERAL NOTES'IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW Q 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2),FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. NURARAV BUTACITE PVB INTERLAYER A Shr LAW CONSISTING OF CJ)UTES OF iB'ANNEALED GLASS WITH A MV 7VB'INTERLAYER, or SAFLEx`PV..INTERLAYER BY B.6716'IANa CONSISTING OF(1)UTE OF VB'ANNEALED GLASS AND(1)LITE OF V8'HEAT STRENGTHENED GLASS WITH A.CW'PVB'INTERLAYER. EASTMAN CHEMICAL COMPANY C.6)16'LAAO CONSISTING Or(2)LIES OF 118'HEAT STRENGTHENED GLASS WITH A.090''PYB'INTERLAYER D.7118'LAW CONSISTING OF(2)UTES OF 3116'ANNEALED GLASS WITH A.09V-PVB'INTERLAYER E.7/1W LAW CONSISTING OF(1)UTE OF 3116'ANNEALED GLASS AND(1)LTTE OF 3118'HEAT STRENGTHENED GLASS WITH A.1 W PVL'INTERLAYER NOA DRAWING MAP F.7tir LAW CONSISTNG OF(2)RITES OF 3MT HEAT STRENGTHENED GLASS WITH A JIST-,Ar NTEIdAYER BLiFET Q 13!16'LAMI IG:(1)LITE OF 1B'OR 3116'ANNEALED(WNL)GLASS.8116'OR 318'AN SPACE AND 818'LAW GENERAL.NOTES.-._....I CONSISTING OF(2)LITER OF 1S'ANNEALEDGIASS WITH A Aff TWINTERLAYER. GLAZING DETAILS-.__2 DESIGN PRESSURES.-.3 H.13/10'LAW IO:(1)LITE OF 1t8'OR 3116'ANNEALED(MIN.)GLASS.BMG'OR 318"AIR SPACE AND 6118'LAW CONSISTING OF(1)UTE OF 10 ANNEALED GLASS AND(1)LTTE ELEVATIONS.___..............4 OF IW HEAT STRENGTHENED GLASS WITH A BSD'SNB'INTERLAYEIL VERT.SECTION&.........-B NORM SECTIONS__-_..6 1.13MW LAW KG:(1)LTTE OF 110'OR 3111'ANNEALED(MIN.)GLASS,61S'OR 319'AIR SPACE AND WIV LAW PARTS LIST._...._-.-6 CONSISTING OF(2)LUTES OF 1A'HEAT STRENGTHENED MASS WITH A BBO"PVe-INTERLAYER EXTRUSIONS.- J.13flW XTRUSIONS._J.13116'LAW IG:(1)LITE OF IV OR 3MV ANNEALED(MN.)MASS.316'OR I/C AIR SPACE AND 7/18'LAAO ANCHORAGE........_.......8.11 CONSISTING OF(2)LIES OF 316'ANNEALED GLASS WITH A.C9V'PW INTERLAYER K.13/1W LAW IG:(1)LITE OF 1/8'OR 3116'ANNEALED(MOI.)GLASS,316'OR IM AIR SPACE AND 710-LAM CONSISTING OF(1)UTE OF 316'ANNEALED GLASS AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH A ZW'PVB'INTERLAYER L.1311W LAMI KG:(1)LITE OF 1/8'OR 3116•ANNEALED(ION.)GLASS.W10'OR 114'AIR SPACE MID 718'LAW CONSISTING OF(2)RITES OF 3118'HEAT STRENGTHENED GLASS WITH A 4W TW INTERLAYER. 2.CONFIGURATIONS:Glc(a.XOX 3.DESIGN PREBSURPB:(SEE TABLES,SHEET 3) ANEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. AB.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300- 4.ANCHORAGE:THE 331PJ%STRESS 24CREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH it FOR ANCHORAGE DETAILS. 6.SHUTTERS ARE NOT REWIRED. S.FRAME MID PANEL CORNERS R YA NAV�t01gJO�TSE�ILAt�'O �ET. ==I 7.REFERENCES:TE6T RFPOMS FT1d858,• -088�1� • • ••• •• err. FLCO TEXTRMNOAS ' © ANSUAFBPA NDS/OR V/OO1/COR3TRLCf1�1 • • • • ALl1AlINUM�� • •• • • • •• B THIS PRODUCT'HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUI)WENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE OWHZ). '11 `"'7. .OPV 1.YN.i' 8.FOR INSTALLATION IN TH•INVHZ•8•'E 30 FT.O/AWT1'PaB6•L 8"1-022 RAaA,TEftD I.G.(GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. • • • • • • • • �: X u 1 Tri •�/ L.M, a'nN/ra F EQ1%WWMJFW&eWTffGENEMIL NOTES JJ •• • -ONMEnmas ANaUrAad.HOWNOf8NA1LROLLER xW.0111MACT ear AODDtSQAP BS• W °AweJR F •° '•�111 41171 X7Fa�t,1S411,UiYtdeiH9Al•,v,er,. F vessnm • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 KURARAYBUT PVB INTERLAYER (AFLDI PVB INTERLAYER BY 21 50 27 50 EASTMAN CHEMUCAL COMPANY C]EXTERIOR INTER 53 irrLA99 BNDN. b5 GLASS S 1/6BITE (ALL SECTIONS) ITE 61 60,11,62 61 83,84,86 IV ANNEALED OR HEAT STRENGTHENED GLASS 3718'ANNEALED OR HEAT STRENGTHENED GLASS .980 PVS INTERLAYER .090 PV9 INTERLAYER LAT-ANNIEALED OR HEAT STRENGTHENED GLASS 3115 ANNEALED OR HEAT STRENGTHENED GLASS S/18'NOM. 4.k 7R8'LAMINATED 5115°LAMINATED GLASS 7/18°LAMINATED GLASS 2150 21 50 ire NOM. 1fL-NOM. 59 GLASS SITE 59 GLASS BITE 52 PRODUCfReYL� 52 66,67,68,69,70,71 72,73,74,75,76,771 LI '�T°e`•°oma°' naaPm.9ne 1 -o91°J,Q91 W ANNEALED OR HEAT STRENGTHENED GLASS 3718'ANNEALED OR HEAT STRENGTHENED GLASS Dab 200ZZ .090 PVB INTERLAYER �ANNEALED DOOR HEAT STRENGTHENED GLASS 3R8'ANNEALED OR HEAT STRENGTHENED GLASS Td18'LAMINATED TRS LAMONATEO 8110°OR 3TS'AIRSPACE 3118'OR IW AIR SPACE 1/S'GXR IRSANNEALED OR TEMPERED GLASS,& 1S'ar 3fIr ANNEALED OR TEMPERED GLASS OQ 13118•NOM. 13718-NOAL 13118'LAMA IG GLASS W/5/18'LAMA 13118°LAMA IG GLASS W/7/18'LAMA ,.`��o"•••tYNN LMCLro;p'.T c;c 1 Hu.587o5 QD FOR INSTALLATION M THE HVHZ ABOVE 30 FT,CLASS TYPES 0-L SHALL HAVE A TEMPERED I.G.GLASS GAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. LAE ~5 F REVf$®WIEXIAYEXAV"AOIURER STA/E giplLCIp9L06Y egVH GLAZ1 DETAILS .......... C•,.. u rmYAr a �owareTlOssMEer wvemceFLMme ALUIdHORIZONTALROLLER W/NDOWWACT %�;S,off),IA1.�r�. !R eQalf D mcAPTO✓g7EMatRm JORNOIC P.0"9QR NOMOWS,iLJQH ✓Vfe9lJum+ ALTMIp!!!L P Fx yaws J., 3�bwe warp FIN 2 +if 412710 F P.eaaemM TABLE 1. XOX(114,112,1/4)FLANGE OR INTEGRAL FM WINDOWS(FLANGED SHOWN.FIN WINDOWS W1 SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26' 38' 36 3/8' 40' 80 516' B4' or 68' 84° A,B,GJi +80.0 40.0 +60.0 -60.0 +60.0 •80.0 +80.0 •80.0 +�,0 40.0 +�.0 40.0 +mo 40.0 +80.0 I -60.0 Q 98' A,B,G,H +80.0 40.0 +60.0 40.0 +80.0 40.0 +BO.D 40.0 +60.0 -60.0 +60.0 40.0 +68.6 -68.8 +55.2 •881 D FOR INSTALLATION IN 106 318• A,B,G,H +60.0 40.0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 �.0 •80.0 +60.0 40.0 +551 451 +62.3 -52.3 THE HVHz ABOVE 30 108° A,B,G,H +60.0 40.0 +80.0 -W.O +60.0 •80.0 +60.0 40.0 +60.0 40.0 +50.0 40.0 +84.6 -84.8 +67.7 51.7 FT,GLASS TYPES G- L SHALL HAVE A 111° A,B,G,H +60.0 40.0 +60.0 40.0 +60.0 400 +60.0 40.0 +80.0 40.0 +69.6 48.8 +53.8 53.6 +l�.91 -50.9 TEMPERED I.G•GLASS CAP.BOTH THE DP UPTO111- C,I +80.0 40.0 AND ANCHOR D,E F, QUANTITYREMAIN UP TO 111' J L +76.0 -78.0 UNCHANGED. TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEOH78 UP 701 83' TO as 7118' A'S'C, i G,H,1 +60.0 4D.0 TO as 7118' D,E,F, JILL 1 +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28' 36' 39 8/8" 48' 60 818' S4' or 83' or A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 75.0 +75.0 -78.0 +75.0 -75.0 +78.0 -75.0 +75.0 -75.0 +75.0 -75.0 86' A,B4O,H +78.0 -78.0 +78.0 -76.0 +76.0 -75.0 +75.0 -78.0 +75.0 -75.0 +75.0 -75.0 +742L:42 +701 -70.2 T2' A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +76.0 75.0 +75.0 75.0 +69.8 -69.6 +651 45.2 PRA pmp O�eF�d, 74' A,B,G,H +75. 0-750 6754.0 1 678.0 +750 5.0 •+•15.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 48.1 +83.8 Si.B C,DE,F, UP TO 7 4' ••I,J,K,L • • • • ••• •• +75.0 -75.0 x P ad�T GLASS TYPES:TEST REPgn a•4W*0X 8ioo)wNOMFiL53W A.5116°LAMI-(1/0'A,090,118°A) O.13118°LAMI IG-118'OR 3/16-A(MM.).6118'OR 318"AIR SPACE,6116°LAMA-(IlWA,.09D,11WA) B.BNS"LAMI-(V8°A,.090,1/8'HS) H.13118°LAMI IG-1/8'OR 311VA(MK8/18°OR 318'AR SPACE,5/75'LAMI-(1/8'A,.090,1/8'HS) `1iI 7rr wNN r. C.5/18'LAMA-(V8°H3,.Qf0,1l8•Vj • .•13/W"MI IG•1/li'Qi1311811A(MIN. 8/18°OR 3/8°AIR SPACE,5/18°LAMA D.7118'LAMA-(3/18'AA0"3/1M) .1311(°oMI IG•V r 3/ °AVINL)3116°OR 1/4°SPACE,7118'LAMA-(3118°A,090,3118'A) =q>'':' ''' - '•.,•,r E.7118°LAMI-(3116'A�,,,C 3!16°:49) • 13/18°LAMI4G-IM%OR 3/48'AX(MI N.),3116'OR 1/4°SPACE,7/18°LAMI-(3116'A,.080,3M('HS) - No.W705 F.7118°LAMI-(3/1(°HS, on,3!18•R3) •131"MI 161 31* jMIN.),3116'CR 1/4°SPACE,7116'LAMI-(3NS°H3,.090,3116-HS) = �'•'"'�-�0- e.0 •fare I F AODp/AMlDE00S8HBir DESIGNPRES&!/RE8 '��`•., 'a't�•`,*r� lam lecwreaDerown9 ;�..,..Fc nuron:'<� Al tminr a t71klTM44T NveNxe.c wn Pq.mxlsm ALUK HORIZONTAL ROLLER H91 pg00 ,IWACt �•..'/nt L.�`.'�• ,TR a�lf O NOCAP/0Be 7EfABiEO TATTLE 90R@ae• 3W4 d.,, FJC ,tam Jd -rmw •• • • • • • i V[.tMyl7err ,� HTS 3 -11 4127-f0 F • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' 27310' 273w AIL27 DLO I 64&18'MA%.DLO FIXED�— ATMAX DI-O O FIXED D D I — — I e S e S X r 11O'MAX WIDTH I.F.FRAME— yl 113 7H0'MAX.W WTN I.F.FFtAtdE—�I 1O 7110'MAX WIDTH FLANGE FRAME 11'MAX WIDTH FIAM1GE FRAME DETAIL B-XOX(114-112-114) DETAIL C-XOX(113-1/3-1/3) NOTE., 33 9Ut0'MAIC 33 WV MAX� 1.SEE SHEET 0 FOR VERTICAL AMID HORIZONTAL SECTION DETAILS. DLO FIXED C OLD VENT --- Sr MAX, SEALANT OR GASKET — — — — FLANGE AT HEAD AND SILL A I A FPA 15 ST 3W SIP CONFIG. MAX MAX picpttlCC REVLSFIr oLO ALL DLO ALL —o=6 I.F.FRAME ; y tln itwMa FIXEDLLI� � I VE NT8 WMAX. — �Im 1 LITES IF.FRAME ALL 6 CWffIG vme 13 FLAP[GE FRAGffLY` u�73'MAK WIDTHVIEVII D-DLANtiE FRAME---�1 Nu.59. (FRAME CORNER CONSTRUCTION) DETAIL A-OX OR XO rr _ 7 Low enure F awMleAo9s72ir mm r[clsro�oaramve ��► ELEVATIONS s�ni[ :�a�; Low . !J. fen7(Ir a 7/WBIEH7 t1.vCttlCE.R34818 ALU14HOR1ZONTALROLLE2Wf 1DOWWACT AikNlteitlk E'. JR } D GNNSEIIWBNEET yq�RJQn L2Ub$Aaap �1�11 F!L MM 37325 HRno NT8 4 •i1 4127-t0 F INTERIOR 37 32 35 22 39 1 22 Q q 18 2 13 EXTERIOR INTERIOR 21 MAX VENT DLO I•—MAX FIXED DLO—+I MAX. T DLO MAX.VROTH(FLANGE FRAME) EXTERIOR 19 SECTION S-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 "DLO—1 L9�M FLANGE FRAME MAX EN \4 MAX FOXED DLOMAX FIXED DLO--I r MAX.WIDTH O.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 22 �T"k"I�O �Wrma=ueme RmMa 2i No • 5 9 62 ••• Sj4 • 12 8 EXTERIOR INTERIOR 7 • • • • ` • • • • • • 21 1h I1omxY EXTERIOR INTERIOR 10 �OCl�LY\Y dV((f m: 10 • • • • 42 • • • - ww W705 •' SEft0N C • • • • SILL• HEAD ; (VERTICAL SECTION,FE FRANV •IVERTIC4 1 ,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) - LM. Mord F A21W"'w 7Me 8M93T mm IICto101OflY olaVe�� SEC77ONS ';l,.i;•.FI I)(21,)F.'\t(�: J.4 rMMI E wDXNANGERaserEET "`Ro°e�q`n'a" �R ALumHOR1ZONTALROLLERW=W,IMPACT %;'1DA1N\.L.•' tR O 'xm�u9.iia�a. —ytr�Eum�•""• e+•° a�t kilivI Re ax u •• • reaDm Fmu s •tf afrrto F FZL�O! • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L MIDWOPIREvi DFSCRWMN P106346AL PCO BWGO DESCRWMN NAIL PM I 4101 A FLANGE FRAME HEAD 612177 M 13116`LAMI 16U8'A . 318'AIR SPA 5116" U8"A.090 A 2 4023 RAW STOP ANTI LWr 612744 67 t3116-LAMI KLU6'A YB'ABt BPA S116'LAM]I/8'A.090 3 08 XY4PH.PAN HEAD 7834AA 68 13116"LAMI IC41/SA . 3B"AIR SPAc%3116'LAW S..090PM WH 4 4053 SASH STOP COVER(SASH STOP) 69 W16"LAMI IGY/6"A 5/16'ARSPACE.51l6"LAM1 VB' .090PVB,IMA) 6 4136 FLANOEFRAMESEL. 64136 70 " 13/W LAMI 16Y16'A 5/16"ABI SPACE,SW LAMI YrA,.OPOPVB.I/rHS 7 4137 SBLADAPIOR (4137 71 W16"LAM!16Y16'A IN.).5/16`AIR SPACE,SW LAMI 1/IMS..090 VVIM L� 8 4131 19 TRACK 64131 TL LVl6`LAbIl16U8°A ll4'AIR SPA 7/l6"IAMf 16' .090 PYE 3116°4 10 71298 WPB HOLB(bVFR POLYPItOP. 71298 73 W16"LAM11t1V8"A . 1/4"AIR SPA 7/16`LAMI 16`4.OPO MUMS) l2 129 WEEPROIECOV(FIL FOAM PAD 7PAD1626 74 L•V16'LAMIIQUB"AMINAU4 MII SPACK7/16"LAMI(L16`RS,.090 PVB.Y16 13 4002 A ADHESMOPEN JAMB 6063164E 61785 73 13/16"LAM1n3116'AprHld.3116'ABISPACE7/16"LAMI 16'A,.090 YIWA 76 LVl6'LAMI 10.31WA QAK3116'AIR SPACE,7/16'LAMI(31(3116'A..090"B.3/1 14 4134 IGASKEr FOR MAIN FRAMESDL JOINT 74134W/K 77 ' LV16'LAMI KI-3116'A IN.).Y16'AIR SPACE,7/16' P41 161WMW... PVD.3116' IS 1155 168 X LOW QUAD PN.SMS 781 A 90 1014 1 SOU,FN OR Al VER 3105-H14 AL 16 4110 O SCREENADAPCOR 600MAL 641 I0G 91 ISO 8(itEH4CORNERKEVW/RDM POLYPROP. 17 4054 B MEEI1146RAIL CWR[).T6AL 640544 90 1631 SCREEN CORM KEYW/OUTRIM POLM%OP. 19 4066 WSTP.187X230 FIN SEAL 64066E 93 1073 SQZ73+34SPRINO STST• 21 4105 SASHTOP&BDTOMRAIL 6063•TSAL 612740 94 1624 MA.POAM EM PW 22 1697 WSTP X2MRA FINSFAL 616830 95 1635 ISCREEN SPLINE-.135 DIA.HARD Fm PVC 23 2251 IROUMHOUSM&GME 421 L2HD 96 ISCREN CL07'll 24 126 IRRASS ROLIFR WHEELS RRASS 7BRWHL2 29 4128 IHORMONTALROLLERSASH TOP WDE POLYPROP. 44128N 33 4006 D WM7.,1?E17DiMBA 6063HS-1'6 AL 64006 2.710—+� 33 1233 WSTP..l70X27DBA FM SEAL 67S160 33 1096 ISWEEPLATCH DIECAST 71096 36 1016 iftsX.62MULSMS 7858 37 4126 I&ANSIDERAIL 6063-T5 AL 64126 2.62 38 1683 1 WSTP X ZMBACK,FEN SEAL 6166 f 39 7070 1 IM"WEATHERS".197X275 6707(K JI— '062 40 1 ILIFT RAIL COVERCAP 74WrC:'LORR 41 4139 IMPRAMEREAD CA67T6AL 64139 I.F.FRAME HEAD 42 4140 ILF.FRAMEMI 6063-T6AL 64140 41 43 4141 IP.FRAMEJAMB 6063•T6 AL 64141 sat3s � 50 GLAAZRNOSIU DOW 899 99509 ALIRNC Sl 1274 VIINYLGLAZING BEAD BULB 6T1747W.K 32 1225 VOVYL®A71NGBFADBIBS 6TP248R 2.784 •051 .di 33 4039 B GLAZENGBFAD-5/16' 6063-T3 AL 640:198 2�G1 56 4044 B (HAZUQ BEAD•5/16'W/CRRLKIT 6063•T5 AL 644703 •062 3.162 By SS 4222 _L®AZENOBFAD-7/16' 606115 AL 64272 P10� 5B 983 C GIAZIINORE4D-7/16W/C24BLKT1' 6063.1 AL 6985 59 4067 CHAZOVGBEAD-MW 6063-TS AL 64067 ,.8p 60 OASS Y16'LAND 11W A.090 PVR,Mr A 43 I.F,FRAME JAMB 61 5116'LAMI UtP A..090PM U8° 04141.6063•T8 •��1P `��.'ty rr'��`�?�% 62IS/l6'LAMI(WV .090 PVB UB'HS) =c 63 7/16"LAMI 16'A.090PVB,Yl6'AL 2710 - No.56105 64 ' 7/16,IAMI Y16'A MOM Y16'HS) 42 I.F.FRAME SILL _ �W21, ±"�:0. 65 7/IB°LAMI(Yl6°H3,.090 YI6°HS 04,40. T6 . ' ��1'IS sae, LIL 674w F MOp6LtlL�Tt�8X68T PARTS UST .'.FCMIVP.' saw 1010 tEaaOtWt'0.aw�T_ •. 0.•. u mt a �aca965n66s,�r tLveacEw4a,a4 r( �■ AL(Jh1!!DR►ZOARALROLLERWYCOWWACT !R. BG:6%t 0 TOGLA8671'PEN PA.6WttaLl N�a�rtwro 174f60ama FX 2WW S?9f6 N79 6 +tt 49?7.10 F AL PE 1�-t.6t3+I� .082 �.I 1,167 E SASH STOP COVER 73I —FW 4 64053.6063.75 ,.1zz �z.7to--I j—I---z.7>o� FLANGE FRAME O HEAD.024 6083-TO O FLANGE FRAME SILL O FRAME SILL ADAPTER 04136,8061TO 04,37.6063.16 ,.383 1— a>az FLANGE FRAME JAMB 040024.6083.78 .490f--1461-"' .-jSASH O 94M, T6 O HORIZ.ROLLER TRACK 17 FIXEDMEETINGE03HORAIL 04131,808:476 2 II .876 1.061 I� •�� 1.088-�� OSASH TOP 8 BOTTOM RAIL H G. L•• 37 SASH$IDE RAIL 53 GLAZING BE .5/18' mm Fua4L a1 94133,• • 1 • T8• 64128.8083-75 940398.6663-75 4czpmro Nn lS'D9L4�I. • ••• •f FL-;� • 050 e7e 'ills�1 1.096•-{��-I� ,.OBB-i T ,.1.,,6 i f I ,.667 d 7WW.. OGLAZING BEAD 5/15" f n NG B 16" f O GLAZING BEAD,7116' S9 GLAZING BEAD.1311(r ?!j v...; It7 wn• V-1 . • 08860,W63-T6 44067.6=46 OF P (USED W/GR(LL Kff) • • • • • • • • _ tto.55705 LAE 6%11!6 F CWLYfC A498XEfi7 EXTRUSIONS tam T4CWOlDN'rnuye _ '., ''.`[ORIu!`.••\Ci: AA 1M7/11 6 Nu 71696/16�T xvertlEeR347,6 Pe�T ALUM.HORIZONTAL ROLLER W/NDOW,MACT ''r;Cl11%�lN. �:..• J.2 BQ69t 0 MDOM11t05TM981@!7 PA.eqL me pi°.r.". °e.e 1—.4127-10 . ALTR'IYYYVxI.b.E FJC wk • • • • • ••• pptp 11811 7 •1t 4171-90 F Prv� • • • • • • • • • • • •• •• • • • •• •• 000 0 • • ••• • • • + ANCHOR QUAN117118,%0%(W&114)WINDOWS TABLE4 NOTES: GLASS TYPES AILC.O,N,1 GLASS TYPES O,EF,J.K.L 1.ANCHOR 7VPES: AR09t0111Yp0 1A WOOD 2 GOND 1,(OIC 2,a,WOOD A 00716 1.00100 1.1/0'ELCO TAPCONS a-1/4'ELCA 184 CRETE-FLEX 3-l12 STEEL BCRElMB(G5) &SUBSMIM ZONES ZONE$ ZONES ZONES ZONES zom-i @@@@ 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE W WINDOW SIZE HEAD 8 8&L MEAD a W.L MHEADB BILL HEA0.8&L HEAD&SSL 1+FAD 88011 A Mir LAAO-(113'A.ISO. FT,GLASS TYPES G•L SMALL HAVE A 3 S.Mir LAMI-(1/S'A.090.118'HS) TEMPERED LO.CLASS CAP.BOTH THE DP AND W.t2S1 38.378 1.4241+02.1 2+C2114C2.1 2 1+C+1402.1 2»p.14C2+1 2 14311+02.1 2 1+,02+1.42.1 2 C.BHB'LAMI-(118'iS.AW,1A'Fffi) ANCHOR QUANTITY REMAIN UNCHANGED. 0.7118'LAA.•(3116 A.OW,3H6A1 4&WO 7+42.I+42+1 3 1+4241+02+1 J iM1i1,C2+1 3 1442+14C2+1 3 1.02.140211 3 1+C2+1+C2+1 3 E.7116 LAAO-(3116'A„OW.3110'HS) W® 142.1+C+t 3++02+1+02+1 3 1102+1+,02,1 J»Ca+1+CZ+1 3 1,C2N,C2i1 3 tHM0 02,1 J F'7HfI6`LA.13f18tr OR3116-A(S) G.13116IAMI IO-118'OR 3116 A(MM).6416 OR 318'SPACE,8118'lAAO-(1B'AOM.IIB'A) SCOW 1+02+1+42+1 a 1+02+1+02+1 J»CE+1+2+1 3 14C2H+C2+1 314MI+C2+1 3 14Cb»p+/J IL 13116 LAMI III-'MIB'OR 3116'A(M.),SF10'OR 3f8'SPACE.BH6 tA.B-(176 A.020,18'fS) MOW »02.14,02+1 3 t+CtN+C2+1 a 1+C2+/,C2+1 3 I+C2N4C2+1 3+Ct+1+02+/3 1+C241+G2+1 3 I.13116LAMIIG-lWOR3116A(MIN.�6H6Ot3I6SPACE.6tlS'LA I-(1l8'F�,�,1/8'HS) J.13116 UMI 10.116 OR 3110"A(MIN•L 3116OR 1/4'SPACE,7116 UM_(3116"&OW,3116 A) 3&000 142+1+02+1 3 1+42+1+42+1 a t4C2+1+C2+1 31+C2+1+Ca+1 3 14CN1+Ca+1 3I+C3+1+C2+1 3 K.13116 LAMI 10-U60R 3H6A(mw.),3116 OR 174'SPACE,7116 LA30-(3116 A.020,3116 IS) 3.30131.378 1442+1,42+1 Z 1+C2+t+02+1 2 I+C2+1+42+1 2 1+C 2+I+C2+1 2 1+C2+14C2+/2 1+C2+2+p,1 2 L 13116 LAW KR•V6 OR 3116 A(MIN.).3/16 0R 1/4'SPACE.7/16 LAM)-(3116 HS,.OW,3116 HS) 40.03 t+MI+02+1 a 1+42+1+42+1 3 1.42+142+1 3/+024+C2 1 3 1.02+1+C2+1 3 14CZ+Z+C2+1 3 3.WINDOW ANCHO7 QUANTITIES ARE PER ADJACENT TAME AND BASED ON THE FOLLOWING 02.028 144211+42.1 3 t+Cd+1+C2+1 3 t+C24»,02+1 3 14C2+1+C2+1 314C2+t4C2+1 3 1402+2+02+1 9 DIMEtNSIONS.FOR WINDOW BtZEB NOT SHOWIN.QO70 NEXT LARGER WINDOW STABLE. GCOW 14C2+1+C2+1 b 1+C1+1+C2+/3 1+C+142+1 8 I+C2+14C241 3 t+42+14C2+t 3 1+C2+2442+1 3 HEAD 8 SILL:10112'MA)L ON EACH SIDE OF MEETING RAIL CENTERLINE. WAW 1.02+i+C2.1 3 1442+1.02.13 1.C2+1+C2+1 J 1+CN74C2+f 3 1+02+1,02+1 3 1403.2-C+1 3 23 FROM M CO NERNER6' JAAHaS: 8'MAXMMX.FROia GARNERS AND 2212'MAIL O.C. 63.03 14C2./+C2+1 3 14C2+1+G2+1 3 1+42+1+02+1 9 142+14,02+1 a 1+02+14C2./3 1+C3+2+C3+f 3 TABLE KEY. 74.000s 311.376 1+02+2+C2+1 2»024+02+1 2/+C2+2+C2+1 2114C242+001 2 1+C2+2+C2+1 2 t+C2+2+2+t 2 X 0 X 4B.OW »42+2+02+1 J 1+C2+1+42.t 3 1+42+2442+7 J 1.ca.a,42+t 3 14CN2402+1 3 1+42+142+1 3 ,C3+4+C3+1 3 -�CXOR QUANTITY PER JAMB 50.878 1+42+2442.1 3 t+C2+»02+1 3 144242+02+1 3 1+02,242+1 3 1.,0E+2+C2+1 3 1+42+2+42+113 HEAD ASID SILL ANCHOR QUANTITY. 64.00D 1+42+2+,02+1 3 1+(2+1+,02+1 3 t+C2+2+,02,1 3 7N2+2+C2+1 3 1+C2+2+12,1 J 1902+2,,0»1 3 A aUSTER (3)ANCHORS CENTERED WAW 1+02+2+42+1 3 1M2+/+C2+1 3 1+C242+C2+1 3 t4C2+2+C2+1 314C2+2+CT+1 314C3+247J+1 3 ANCHOR AT EACH OPE ALEV ANCHOR AT EACH OPERABLE VENT 63.000 1442+2+(2+1 9 I442+1+C2+1 3 1+C3+24C3+1 3 1+C3+243+1 3 1+C2+2.Ml 3 1+42+2+02+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 64.WO133.378 14(2+2+02+1 2 1+42+2+42+1 2 I+C2+2+C2+1 2 14C2+2+C2+1 Z 1+C2+2+C2.1 2 1402+3+42+1 2 (12)ANCHORS TOTAL AT HEAD AND S&L 48.000 14C242i42+/3 1+C2+2+2+1 3 1+02+2+02+1 311+02+24C2+1 3»02+2+(2+1 3 1+C3+3,p+t 3 (3'MIN.O.C.ANCHOR SPACWG) 60.00 t+C2+2+C2+1 3 142+242+1 3 1+42+2+02+1 9 1+C2+24C2+1 3 1+02+2+,02+/3 1+C3+3+03+1 3 MOW 1+42+2+42+1 3»C2+2+02+1 3 1+C2+24 2+1 3 1+C2+1+C2+1 3 14C2+24C2+1 3 1MA+3MA+1 3 = -�{(�3'MIN. WOOD 1+42+2+C2+1 3 1+42+2+C2.1 3 t+02+2+03+1 311+03+24C3* a 1442+242+1 3 1+04+3+U+1 3 I / WAW 1.C2.2+C2+1 3 t+C2+24C2+1 3 1+C4+2+C3+1 3 1402.2+42.1 3 1+C2+2+C2+1 J t+04434CA+t 3 6REF' 1 1 Xrrr-++� O X 40&HBc 88.971 74,094911211 2»02+2+02.12»02+3+(2+1 2 t+02434(2+/2 1+(2+3+C2+1 2 14C2+44C2+1 2 �_L_. -�- pum=7 brD J - �mNyn id a ft" 48.03 1+C2+34C2.1 3 1402+2+(2+1 3 1+02+3+03+1 3/+C3+34C3+1 3 1+02+3+02+1 3 14p+4+C3+/3 NOS RAIL.TYp• �r�00+4� -0 09 SO+= 14C2+3+C2+1 3 1+f2+2+C2+1 3 1+03+3+0241 3 1+02+3+02+1 3 1+03+3+133+1 3/4C3444p+1 3 EXAMPLE CLUSTER W/CITY.OF(3)ANCHORS. M.WD 1+CSN l 3 1+42+2+C2+1 3 t+CS+3.0+1 3 1+0343+0+1 3 I+C343,p+1 3 1+04.4+01+1 3 (SHOWN IN TABLE KEY ABOVE) MOM ++02+3+,03+1 3 1+42+2+Cd+1 3 1+003+CA+1 3 t+C4+3+C4+1 4 1+0243.4,3+1 3 i+CW40141 3 MOM 1+C3+34C3+1 3 1+C2+2+C241 3 f+C0+3+C411 3 14CH3M,4+1 4 I+C+3M4+1 3 14C6+4444+t 3 ffi314'J4AL 1 170 TYP. 111.90213&378 14f2+34,02+1 2 1+(2+2+02.1 a+02+3402+1 2 1401,3+,01,1 3 I+C2+3+02+1 a 1102.4+12+1 2 I I-...-3•MIN, �, 48.(100 144249442+1 3 1+42+2+02+1 3 142+3+C3+/8 14C343+C3+/3 1+C2+3+C2+1 3 1+C3444C3+1 3 9,1� 1 1 1-4- 1 1 + ��7tiI L1T71);7, W.BaB 142414,02+1 9 1+4242+,02+1 3 14,014340211 J 1402434(,03.1 314C3+343. 31+03+4402+1 M.OW 14p+3+C341 3 1442+2+02+1 3»p+3+03+1 3 1.C8+•24C3+1 3 1- 3+03+7 3 1+CA.4+,04.1 3 3.000 14C3+3+03+1 3»(2+2+02+1 3 1+C4+3+C4+1 3 1+CA+a4C4+1 4 14p+3+C3+1 3 1+CN44gN 3 MIG.RAO.TYP. 6&000 I.C3.34p+1 3 t+p+2+C2+1 3 t.C4.3+04+1 3 1+(4+3+c4+1 a 1.(4+3.(4+1 31t c6+1 4 EXAMPLE CLUSTER W/CITY.OF(4)ANCHORS o..�. 7 IS ur tt,. eFatla F IXMHiFTHI881E8I mm,ecrt+nmt•+awa QESPAIXNO XOX!/4-}/21/4 •�:•..ft,a�t».:�'c. J.J. tOH7J1f a A212UA�1Ta1B/E@T +tvuav:.R4aa4 i,`1,.....:.. �+: (IbLHOR/ZO(VmROLI.ER(MYQOpYMVA JIL 6am1r a aaaIDrocAProl>eTla� .WP7N07E Pn.eg1,4t2 d,,,,, 'r••, O° r+alma.R44�4 IOaTO NTS 8 >11 IIT/-1O F ALnd SPE. CHOR QUANTITIES.xox 113-19.1!3 WPI TABLES NOTES: MASS TYPES AS.O.H CURBS TYPES C,D,E,FAJXL ANCHOR TYPS 2.3,WOOD R COC 1.CON( 2.3.WOOD 2.COPA: I.CONC 1.ANCHOR TYPES: 88UB8TRATo ZONES ZONES ZON88 ZONES ZONES Zwm 1.114'ELCATAPCONS 2-114'ELOOSS4CRETE-FLEX 3.912 STEEL SCREWS(GS) 11 1Co 2.CLASS TYPES: Qp INSTALLATION __ VJgmOW 8788 MPJ1088LLL MEADS S&L MEAD.e&L F02L088LLI /EADB HLL4 1¢AD880.L B.8J76LAMI-(1/d AAS.1/0'111) F FTGLASS IN TYPES O- SHALL ASOVE3 v ��99 4&000131.3)8 t+C2.14C2+1 2 1+4241+,02+1 2 1+C2./.C•2+1 2 1+02+1+42+1 2 1.CJi14211 2 1+42.1.(2+1 2 C.S116lAVA-(tl8'118..020,1$'HSI TEMPERED I.O.CLASS CAP.BOTH THE MID 0.7116 LAN (3716A ..NII A) ANCHOROL1ANTrtYREMAINUNCHANGED. 4&30 /4Cb1.42+1 3 f44241+42N'3+C2.1+C2.1 3 1.4241aC2N 3 7+02+14,02+1 J 1+02+1442+7 3 E.1116LAM1-(NIG A.M.3116111) W.m 1+CZ+7+C2+1 3 7+C2+1+02+t 3 1+0241+02+1 3 t+C2+1+C2+1 3 14(2+1112+1,3 1402+1+02+1 3 F.7116-LAN•(3116 HS.020,3MIr HS) MAW 1+42.142+1 3 1+C2.1442+1 3 1+C2+/+C2+1 3 1+02+»02+1 3 OC2N442+1 3 1402++02+1 3 413116 LAMING•tB'OR3/16A(MIN.),SH60R3W$PACE.&I(r LAN8•(1/6A.0W.IVA) 60.000 1+C2+t+4241 J 1+C2+1+02+1 311+C2414=41 314CNt+C2+1 3 1.42+1,4241 3»02+1+02+1 3 H.13/16LAMIIG-118'OR3/16A WK).3116'OR 340 SPACE,S"G'LAM1-(1B'AAW,110'HS) 1.13116LAMI IG_11S'OR WIS-A(MIN.),8116 OR 316 SPACE.SMS LANA-('IB'HS,.OW,116HS) 83020 74,0211+42.1 a/442N.C2+1 3 1+42+1+02+1 3/4CJ.1+C2.1 3 1+02+1+,0111 3 t+CG+i+C3+1 3 J.13116 LAI.+IG-1WOR3116A(MIN.023/160R IW SPACE.7116 LAW-(3H6A,M,3H6A) 53.72113&376 1+02+t.C2+1 2 t+C2+14C2.t 2 1+02.1+(2+1 2142.1+42+1 2%C2+14C2+1 21+C2+14C2+1 2 IL13MG-LAM!IO-L6 OR 3176 A(ADN.),3116 OR IW SPACE,7116 LAAO-(S S'AJ20.3116 HS) 48.000 /402+1+C2+1 a»42+1.42+1 3 1+2.14C2+1 3 1+w4I+C2.1 8 1402+1+42+1 31.C2N4C2+1 3 L 13Mr LAMING-1Jd OR3116A(MLN).3H6ORIWSPACE.7H6'IAAAI-(3116 HS.�,3f16HS) MAX 14C2+t+42+1 3 1+C2+1+C2+1:b 1442+1+C241 3 1+C2+/+ELi 3 1+Ca+14C2+1 314CJ+I+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.30 1+02+1.42+1 J/.C2+14C2+/3»C2+1+C2./3/.MI+(2+1 3»C2.1+02,1 3 1.(2+/+02+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TAME WOW 1.024144241 3 1402+1+0241 3 1+Cd+•1+42+1 3 1+Cb1+42+1 3 9402,1.42.1 3 1402.1.02+1 3 63.03 1+42.1+42+1 J 1+42+1442+I 3 1+42+1+02+1 3 1+,02++42+1 3 t+C2+1+C2+1 3 7+C3.1+C:d.1 3 HEAD 8 SILL.:101?MAX ON EACH SIDE OF MEETING FAIL CEWERUNE 25 3WW.OW 138.378 1+02+1+42+1 2 t+Cx+/4C241 2 14C2+14C241 2 14C2+t+C2+1 2»02+1+42+1 2 14C2+l+2+1 2 MAX.FROM FROM CORNERS JAMBS: 6 MA.FROM CORNERS AND 22 V2'MAX O.C. 48.000 1+C2+1+C2.1 3 1+C2+1+C2+t 3 1+(:2+1+02+1 3/+02N+C2+1 3 14C2+1+C2+1 3 1+C2+7+C2+1 3 TABLE KEY. W88S 14C2*1.C2+1 3 14424142+t 3 1+4C2+1+C2+/3 1+C2+»42+1 3 1+C2+1+C2+1J 1442+1+02+1 J % O E MAW +C2+1.C2+1 3+08+144211 3 1442+1402+1 311+02+1+C2+1 3 1402+1402+/3 1+C3+1+03+1 3 1+C3+1+C3+7 3 ANCHOR QUANTITY PER JAMB WOOD 1+02+1+0211 3 1+42+1+12+1 3 1+42+142+1 3 1.02+1+42+1 3 1+02+14,2.1 3 1.03+1+C3.1 3 83.020 1402+1+42+1 3 142.1+42.1 3 142+1+02+1 3 1.C3.1+C3.1 J t+C2+7+C2+1 3 14CS+14CS+1 3 HEAD AND ALL ANCHOR QUANTITIES W COD%38.375 1+C241+p+1 2 1+02.1+02+1 a 1+42+1+02+1 2 1.C2+1,C1+1 2 7442+7442+1 2/+42+1+C2+1 2 ON EACH METING ANCHORS CENTERED ON EAOI T MEETING RAIL PLUS VE 01.000 142+740341 J 1+42+1+42+1 3 1402+1.42+1 b 1+C2++Ci41 3 t+C2N4C2N 31+C2+1+C2+1 3 AAICFK3R AT EACH OPERABLE VENT KM ti02+1.C1.1 3 t+C2+1+C2+/3 i+C2+14C2+1 3 1+Ml+C2+1 3 1+(211+02+1 3 1463.14C33+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 64.000 1+024»C2+1 3 1+02.14C2+1 a 1442+14241 3 1+C2+1+C2+1113 14C2H+C2+1 3 t4C3+1439+1 3 (e)ANCHORS TOTAL AT HEAD AND SILL WOW 1+02+1+C2+1 3 1.C2++10241 3 I+(2+1+C2+1 3 t+C3++p+t 13 14C+1+C2+1 3 14C3+14C3+1 3 (3'NIX O.C.ANCHOR SPACING) BLOOD f+C2+1+C2+1 3 1+02,1442.1 3 1+C34l+C3+1 3 1+02+»42+1 3 1 1.C2+1+C2+1 3 14C3+1+C3N 3 74.000x38.378 1+C2+1+C2+1 2/+02.1-02+1 Z 1+02+1+02+1 2+42+t+CZ+1 2/+42.1+C2.1 2 1+C7+1+C2+1 2 283N'MAX 48.03 1+02+t+C2+1 3 1+42+1+42.1 3 1+C2+1+Cd+1 3 7+42+1+42.13 1+C2+1+C2+1 3 t+C3+1.G4+1 3 -+•)�3'OSN, W(t. t+C2.1.42+1 3 142+1+02+1 311+C24140241 3 14C2.t+4241 3 1+02+1+4241 3 t+C3+1+CYt 3 + 64.COD 1402++C2+1 3 7+Ca+1+@+1 9 1+42+1+42+1 3+C2+1+C2+1 3 14021142+1 3 t4C3+i I b 6�' )( O X WAW 1+02+7+(2+1 3 1+42+1+42+1 311-C30-03-1 3 14C3+1+CN1 3 1+0211442+1 a 1+02+142+1 a 1/ .L'.�J}T-" - - - +'MAXTRUVISm_ 89.30 1.02+1+42+1 3 t 1 1 / 1 3 76(3.1+63./ /+C2 4Fm2-I 3»121+1442+1 J b M.W0,38.376 1+MI+C2+1 2 42+»02+1 1+0�t41♦+1 1142+»02.1, 1+�.14C2+1 21+42+1+42+t 2 MTS RAL TYP. /LG 48.30 1424142.7 3 1.02.1 42+ 1 1 1 1 1 1+C2+1 3 1+C3+1+C»I 31 EXAMPLE CLUSTER W1 CITY.OF(3)ANCHORS W.6m 1+02++42+1 3 1 1+0T+ 1 1 2I.Q.1. 1.(2.1 1 3 t+p+1+02+7 3 (SHOWN IN TABLE KEY ABOVE) 027 F+m1+ .4.000 »C2+f+p+1 8 i 31 3 » 1 1 4,211 3 1+C3+1+C3+1 3 WAW t+C2+1+42+/3 1 1+02+1 31402+1.4241 3 1+03+1+C3+1 i 4 61� J t.C3+1.C3+1 J Ee 3W MAX. WOW /4,03++02+1 3 f.C2.1.C2+1 3 14p+14pN 31+03.142+1 4 3 14041401+1 L F•�-3'MM. 02.437:3&376 1+42+142+7 2 1442+1+42+1 2 1+42+/+42+1 2 1+42.1+42+1 3 Z 1442+1+4211948.03 142+»02+1 1 1 31 1 1 1+42+1J 14C»14CJ+1 36 02.826 14C2.1+ +CEN 1 +42.1 1 3 1 1+02+1 3 74C411.C3+1 a184.03 1+02+1 3 42+t+fa+1 3 1+(2+10,03+1 31103+»C+1 3 1+p+7+C3N02.000 1+02+1+42+1 42+1+8211 403+1003+i /+Cart 1 4 140441+C4+14 MTG'�'M' eAWoIQ HCa+1111+02.1 4 /+D4+14c4N 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS f eJL .wra F IJD 81�i mmre2wdo0rR4Ne MiCHORA( SPACING XOX !/3-113-1/3 = F;. zomoQ•'��,`;: J1 wYlm1 a 702 BU�+f K Ptrerece.a� ALUM HORIZONTAL ROLLER WINQOW WPACT JJi 820`11 O Attl7FamCAProl1ETe1p�7W JOF7NafEsq� EJC 20808 J.J. +� • • • • • ••• nm axv+ 'Beaar wo NTS 0 •11 4127-10 F At>7 PF. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' MONOR QUANTIM,XO 8 OX WINOWS T-MM NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J, L 1.ANCHOR TYPES: ANCFIOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONE 1,CONC 1-iW ELLA TAPCONS 2.1W'ELCO 334 CRETE-FM 3.012 STEEL SCREw3(GS) &BMTRAIE ZONES ZONES ZONES Z p� ZONES 2.GLASS TYPES: j Z 9 j J14C21 L]55A.SHS•LAM].(1 VAllm.1/3•A) FitINSTAU TYPE 0THEHALL HAV A30 WINDONI8128 ifj u`j ggEf i1TOS `u12Ph e.511UND-(1f8'A.ssD. 1�) FTGLA38TYPESO-L SHALL}IAYEAgm .5 .0 .6 +5 C.5X3•LAW-(t(3•HS,M,tf6'HS) TEMPERED LO.GLASS CAP.LOTH THE OP AND .O�x31+C2+1 a 1+C.L+1 2 1+C2-I 2 1 1 t+C.1+1 2 D.7n3•LAW-(3MS'116*A.-,3X5•A) ANCHINI OUANTRY REMAW 11MColANDED. E.7116LAW-(3X3•A.=.34&000 1+C2+1 3 1+C2+1 3 1+C1+1 3 1+C2+1 3 t+tx+1 3 F.7X3•LnW•(3f15•HS.55D.3fI HS) 50.525 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C1+1 3 1+t;1+1 3 H.13MV LAW 10.JV OR 3/13•A(MW.1,SX3•IXi W SPACE.SrtS•LAMI•(Us•-=,IV A) X.13X5•LAWIO-tAI'OR3116A(MN.L 5X8'OR 3AI•SPACE,5118•LAW-( e•AJ20,1B'HS) 54.00D 1+C2+1 3 1+02+1 3 1+C2+•1 3 1+C2-1 3 1+C1+1 3 1.13X3'LAW IG-V6 OR 3116A(MIN.),5X5.OR3V SPACE.5116 LAW-(1f6HS..090.IB•HS) 80.000 1+Q2N 3 NC2+1 9 1+03+1 3 t+C2N 3 1+133+1 3 J.13113'LAMI IG-VB'OR 3018•A(WNJ,3X8.OR UC SPACE,7115•LAW-(3`16'AAW-3X4'A) K.13113•LAMI NG-V6 OR 3018'A(MIML 3116.OR IW SPACE.7/16•LAW-(3018'A-090,3X3•HS) 63.000 1+C2+1 3 1 1+2+1 3 1+C3H 3 1+C2+1 3 I-C2+1 3 1+C3+1 3 L 13113•LAW IG-IV OR 3016A(WN.),3X6-OR 114-SPAM 7JW LAMI-(3118'HSAW,3116HS) 46.000 x 38.375 1+02+1 2 1 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 I+C20 2 3 WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.OM 1+C2+1 3 1 1+(2+1 3 1+C2+1 3 1+C2+1 3 1 1+C2H 3 1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.825 1+(x+1 3 1 1+C2+1 3 1+C3+1 3 1.(2+1 3 1K2+1 3 1+03+1 3 HEAD 6 SILL:1012'MAX.ON EACH SIDE OF MEETING RAI.CENTERLINE. 56.000 1+C2N 3 1 1+C2+1 3 1+C3-1 3 1+C2+1 3 1+C2+1 3 I+C3-11 3 1S 304'MAX FROM CORNERS. 80.000 1+03+1 3 1 1+(2+1 3 1+C3+1 3 1+C3+1 3 1+02+1 3 1+C3+1 3 1 JAMBS: 6'MAX FROM CARS AND 22 I!C MAX.O.C. 83DW 1+C3+1 3 1 1+C2+1 3 1+C3N 3 1+C3+1 3 1+C2N 3 1-0-11 3 1 TABLE KEY: O x 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+(:2+1 2 1+C2+1 2 1+C 2+1 2 I+C2-11 2 1 IW213 ANCHOR QUANTITY PER JAMB 4&CW 1+12+1 3 1+C2+1 3 1+C3+1 3 I+C2+11 3 14020 3 1+C3+1 3 50.625 1+13+1 3 t+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD ANDS IF(3)ANCHCHORORS QUANTITIES A CLUSTER�(3)11'01056 54.000 1+C3+1 3 1+C2+1 3 1+C3-1; 3 1+C3+1 3 NC2+1 3 I+C3+11 3 CENTERED ON THE MEETING RAR 60.000 1 1+C3+1 4 1+132+1 3 1+133+1 3 1+C3+1 4 1+C2+1 3 I-C3+11 3 PLUS(2)ANCHORS AT OPERABLE 630110 FI-+C3-1 4 1+C3+1 3 1+04+1 3 1+q+1 4 1+C3+13 1+C4+1 3 �H'� 0 ��•m ANCHDRB TOTAL AT HEAD AND SILL 6O.WD x 38.375 1+(2+1 3 1+C2+1 2 2+C2-2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 4&000 1+C2+1 3 1+C2+1 3 2-0+2 3 1+G2+1 3 1+C1+1 3 2+C3+2 3 l3'MIN.O.C.ANCHOR SPACING) 50.625 1+03+1 3 1+C2+1 3 2+03+2 3 1+C3+1 3 1+C2+1, 3 V+(A 3 StOOO t+C3+1 4 t+C2+1 3 2+03+2 3 1+C3+1 4 1+Cx+1 3 3 8&00(1 1+C3+1 4 1+03+1 3 2+04+21 4 1+C3+1 4 1+C3+1 3 4 s'REF. �X O 83.00D 1+C3+1 4 1+C3+1 3 2+04+2 4 t+Cr3+1 4 1+03+1 3 4 �Z - _ PRrxxxTsrYlon 6&000x 3&37S 2Kx+2 3 t+tx+1 2 2+02+2; 3 2+132*2 9 1Kx+1 2 3 `-- 4&1100 2+02+2 4 1+(2+1 3 2+133+2 3 2+132+2 4 1+(g+9 3 3 Mi0.RAIU 50.625 2+C3+2 �11 3 2+03*2 3 2+p+2 4 1+C2N 3 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS54.000 2+C3+2 3 2+C3+2 4 2+C3+2 4 I+2+1 3 4 (SHOWN IN TABLE KEY ABOVE) ay I 8&CLOD 2+C3+2 3 2+04+2 4 2+03+2 4 1+C3+1 3 2+04+2 4 63COD 1+C3+1 3 2+04+2 4 2+C3+2 4 1+C3+11 3 2+CA+2 4 76304•MAK 1 12 TVP. 74.ODOx36.375 2+C2+2 3 2+C2+2 2 2Mx+2 3 2+C2+2 3 2+02+2 2 2+02+2 3 L 4t-3•WN. '+I" 4&000 2+C3+2 4 2+02+2 3 2+C3+2; 4 2+C3+2 4 2+02+2 3 2+03+2 4 t 1-� ~� 1 t;�:y_d;rl 60.625 2+C3+2 4 2+C2+2 3 2+03+2 4 2+03+2 4 2+02+2 3 2+(3+2 4 6T�` x O :.1.:.•�,. E..�y,'�; T - cH.; 54.OD0 2+C3+2 4 2+133+2 3 2+CA+2 4 2+03+2 4 2+C3+2 3 2+13+2 4 RAIL 80.000 2+03+2 4 t+133+1 3 2+C4+2 4 2+133+2 5 2+03+2 3 2+04+2 4 • 53A00 2+p+2 4 NC3+1 3 2+04+2 4 2+C4+2 5 Z+C3+2, 4 2+C4+21 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ._ LA mrma I F wAvffiwww4•r ANCHORAGESPAMNOOXANDXOININDOIM3 �;•.r, ?,.'.Uc:: roTo t4cl+xnoartwrv4 JA T0X7HI B MOGNANSBfl ISSIld T H Yemee nsaN ; PA.6Qlt tBai Af-ttl(�HORIZOMAL ROLLER WIAIDOW 1146fPACT ,,,/ttc)i•J.A1L`.` JR 58ig1/ O Ar `O GIPro5B 7B69PFD +3PF7NDIB. NaaMR9,R]ID+ LZfbS Betmr "'�' 1'4127-10 AtYNN��LA1trl PE FJC snem6 923mo 1w7w HTS to •ff F Psaemoa I W4'MN.ED.TYP. NOTES: MN.3.4 KBI �r 2x WOOD BUCK. 1.FOR C m-rE APPLICATIONS N MNW-DARE COUNTY.USE ONLY M]AW-RADE COUNTY APPROVED IW ELCO CONCRETE 1•MIN.EDGE NOTE 3 13f6 TAPCONS EMSEDED 1315'MIN.OR IW 884 CRETE-FLEX EMBE>ED 13W MN..MINIMUM DISTANCE FROM ` F ON. ANCHOR TO CONCRETE EDGE IS 1 3W. FLATHEAD ANCHORS MUST SE 1112 TRIMFIT HEAD. NOTE 1 1x WOOD > /L- -»� 2 FOR WOOD APPLICATIONS N MIAM ADE COUNTY.USE#12 STEEL SCREWS(65)OR 114'SS4 CRETE-FLEX WRH BUCK, l _ NOTE 3 $12 TRWFIT HEAD. - 3. VY WOOD SUCKS DEPICTED N THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS VT I V4• T © THAN 1 .1.WOOD SUCKS ARE OPTKxNWL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR THE SUBSTRATE OF SHIM JJJJJ 3�JJ WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HADEPICTED AS 2x ARE I ire THICK OR GREATEFL INSTALLATIONTVNG JURMDICM CONCRETE WAD ANCHOR ANCHOR 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A WN&(UM STRENGTH OF 508348 AND A MINIMUM NL1TE 1 DETAIL A NOTE 2 DETAILS WI 1B'THICK.E SIIAR TOALUMINUM STRUCTURAL MEMBERSHALLF R A 312E TO PROVIDE FALL.SUPPORT L BE A NSMmOW FRAME SIMILAR TO THAT SHOWN N THESE DETAILS FOR 2x WOOD&1CK.4.THE ANCHOR SHALL�A TYPICAL FLANGE FRAME HEAD SECTIONS 812 SHEET META-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 W' �{(�- S.MATERIALS.INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT CAME INTO CONTACT WITH OTHER SM M �.1 ' V4•MAX.SH7M-+-I I+- 1 V4'SI C DIGSIMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I I MIN. 1 I (1b KSI CMU) OR 2-V2•MIR EMBEDMENT -a PER NOTE { (3.4 K61 CONCRETE) WOOD l CONCRETE =� - A1CRm -T ANCHOR ,L, _ Ji L-•' NOTE2 T NOTE 13W `IEXTERJOR NTE IWC _-- 'MIN.EDC� ^.MN.EA(HEAD S BILL DETAILS A B.C.D. SH) T YP. 2x WOOD BUCK.t 3 1x WOOD BUCK,NOTE 3 SEE NAI.NO _ -_ F INTERIOR - - _ 5W WN.EDGE DETAIL E DETAIL (JAMB DETAILS E.F 8 D TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR Ll, 555•WN. ID CONCRETE OD WODETAIL H (HEAD) ANCHOR ANCHOR NOTE 1 NOTE 2 NAIIJNQ .131 DIA.MN.x 21?NAIL AT CORNERS AND 60.C. Imrralce•asvl�l • ••• • • •• TYPICAL.DETAILS G,H 8 L J .mpiflugmm ovo F4ald4 1r• • • • •v4• IB-O 19,01! • -lo • • • 110` I ZO2 •1.1 : •HIM • SEE X3-3 -.(Q MIN.EDGE I sr Dre •., • t 1•' T•• • =•' NAILING _ 13W'MN. --- 2-@'MW ,r LYOOD• 1''" •Y • SEE NAMING `J`Utl�LYN4 dU7 4i MIN.3410. a •TYPI•• •, '• »>- C'"_-' `�• �F'� CONCRETE _ �r.EKse•'•.,9 • • •? 1MIN.EMBED �. . DETAIL • ND�TE 3 • D�T�IL D • • • DETAIL G(SILL) DETAIL 1(JAMB) `':r' N11 TYPICAL RANGE FRAME SIOME•TIONS •• • • TYPICAL INTEGRAL FIN FRAME SECTIONS o °" 7 rs LAE Oe A1OANCHORAGEDETAr1S ml � F 'S7u ALUbHORZOMALROLLERWHDW, PAC ,r JR a"rtPtUel (NmN'R�•P�8CYiE7W81 .7V".h Bn,_ "wHaff tt •tf at27-tO•• • • • • ••J •.Kq u _-0 3W4 \t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f I"1®( PBOI artTy CnNlso,,sM MOLINQUNIY ec-rcoN DEPARTMENT OP RM11"TORY ANO ECONOMIC RMURMS(REA) 11805 SW 26 SUM Raom 208 BOARD AND CODE ADMINISTRATION DIVISION T(M)315-25% F(786)3154599 NOTICE OF ACCEPTANCE(NRA) .�.•axsa teaaaaa.rraa m. PGT industries 1070 Technology Drive North Venice,FL 34275 SC'OPEI This NOA is being issued muter the applicable miss and regulations goveming the use of construction materiels.The documentation submitted has been oxinved and accepted by Miami-Dada Coumy RER- Product Cou ral Section to be used in Miami Made Cmmty and other araas where allowed by the Authority linving Jurisdiction(AILD. This NOA da not be valid after the expiretion date gated below.The Mhaml-Dado County Product Control Section(In Miami-Dade County)and/or the AlU(in areas other than Miami-Dade Comity)reserve the right to have this product or material tested for quality assllmroc purer.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expoom of such testing and the AIU may irmuaiiaWy,revoke,madify,or mspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Munni Undo County Perdue Control Section that this product or material this to meet the mquimmants of Ile applicable building code. This product is approved as described herctn,and run been designed to comply with the Florida Building Code,including the High Velocity Ilurricum"Lone: DESCREMOM Series"SA-7W Alaaduum Single Ilung Window-L32.I. APPROVAL DOCUMENT:Drawing No.404420,titled"Alum.Single Hung Window,Impact",sheets I through I I of I),dated 09101105,with revision E dated 05/12/15.prepared by manufacturer,signed and scaled by Anthony Lynn Miller.I"Ji,bearing the Mismi-Bads County Product Comtel Revision stamp with the Notice of Acceptecce number and expiration deo by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:large and Small Mhdle Impact Resistant. )LABELING:Each unit shall hear a penro>mtt label with the manufacturer's curve or logo,city,tete. rrodel/seried,and following atattmtnt:"Mime-Dada County product Control Approved".mless otherwi e noted berein. RENEWAL of this NOA"he considered after a renewal application hos been Bled and there has been no change in the applicable building code negatively affecting the perremmuce of this product. TERMINATION of this NOA will occur after the expiration date or if that has been a rovisiw or change In Dae materials,use.and/or manufacture of the product m lanose.Mises of this NOA as an endorsement of any product,for salol,advertising or my other purposes droll automatically terminate,this NOA.Failure to comply with any section of this NOA shall be rause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words M'mmi-Dada Counly,Florida,and followed by the expiration daft may be displayed in advenieing literature. If any portion of the NOA I. displayed,than it shall be done in its emimty. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and droll be available for inapeetion at tha job site at the mclu st of the Building Offclal. This NOA revises and renews NOAO 11-1013.14 and consists of this page 1 and evidence,pages til,lit and E-3,as wall as approval document mentioned above. The submitted documentation wad mviciv d by Manuel Percy,P.E. NOA Na IM519XS Eaphaltaa Date:Marcb26,2021 �fljl l5 Approval Dante July 092015 Pegs I PGT ladvattiea NOTICE OF ACCEPTANCE: F,VIDRNCE SUBMITTED A. DRAWINGS 1. Manufacturces die drawings and seelions. (Submlued Ruder NOA Na 05-101&01 and 07-032Z06) Z thawing No 4040-20,titled"Alum.Single I lung Window,Impact",sheets 1 through I I of 11,dated 09/01105,with revision Edated 05/12(15,prepared by manufacturer. signed and seated by Anthony Lynn Miller,P.E. IL TEM 1. Test reports on:1)Air Infiltration Tec1,per F13C,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Teat,per FBC,TAS 202-94 ..4)targe Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Lom ing 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 aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc-Test Report No.FTL-4957,dated 10/03/06,signed and staled by FAmundo Lergaespade, P.E. (Submluedme prerWruNOANa07-032306) 2. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 ..2)large Missile Impact Test per F13C,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and insmllanam diagram of an almain um single hung window,with fm Rama,prepared by Fenestration Teeing Laboratory,Inc.,Tog Reports No.F rL-4958 and FTI WO,dated 10/03/06 and 1121/06,both signed and scalcd by l+.dmuudo Iargampada,P.F_ (Submlued under NOA)Vo.07-032306) 3. Test reports on:1)fargc Missile Impact Test per FBC,TAS 201.94 2)Cyclic Wind Pressures Loading per FRC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by F%icstffijp9,TcAing Laboratory,Inc..Test •*q)M*(*IiTP 461115,dr6s6/d;0544*and sealed by Edmund.Largtespada, • P.C. • • • • • • gSRbmWedmederNOANa07-W2Z06) 4.••Test ue%4 oniltl•*rge*vtisyjle IsMaTest itr FTI(:,TAS 201-94 • 02)QvdieWivil Priessusill Loedin(tper FBC,TAS 203-94 ••30n8N90hma*kc&*dmv*p will inMaRoRdiagmm of an aluminum single hung window,with fin$cmc,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.frfLAM9 and FTL47Z3,deed 10/05/05 and 08/11105,both signed and sealed by Edmunds largacspada,PY- (Submfued under NOA Na 05-101901) 0 000 000 000 0 0 • • • • • • • • • • • • • • •• • • ManueI%- 00 P.E. • •• •• ••• • Prodad P •• • • NOA Na 9A8 Esplralloa Date:March 2(4 2021 ApprovalDal.Jdy092015 R-/ • • • ••• • • iiisils 00 4100 • • • • • • • • • • • • • • • ••••• 5 � PGT Indastrles NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(CONrmusm S. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Leading per FDC TAS 202-94 3)Water Resistance Test,per FAC,TAS 202-94 ..4)Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Ptessme 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 aluminum single hung window,with fin frame,prepared by Feremration Testing Laboratory,Inc.,Test Reports No.FTL-4947 and FTIA630,dated 08/11/05,both signed and sealed by Edmumlo Latgaespada,P.li. (Submitted under NOA N0.05-101801) 6. Test reports on:.l)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Low Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FDC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hang window,with fm fiance,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.MA948 and FTIA646,dated 08/10/05,both signed and scaled by Fdmundo Cargoespeds,P.E. (Submllled under NOA N0.0S-101801) C CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-S° Edition(2014),dated 05112/15,prepared by manufacturer,signed and scaled by Anthony Lynn Miller,P.B. L Glazing complies with ASTM 913" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Aeonomic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.144473.17 issued to Eastman Chemical Company(MA) for their"Sage:Clear and Color Gloss lnterlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice ofAcceptance No.14.0916.10 issued to Kararay America,Inc.far their "Kuramy Bntaelte®PVB Glass interlayer"dated 04!25115,expiring an 12/11116. P.H. Product Co Eta er NOA N 19.08 K.pirolion Dal.Mareb 26,202t Approval Dal.July 092013 E-2 PCT Industries NOTICE OF ACCEPTANCE::EVIDENCE.SUBMITTED F. STATEMENTS 1. Statement letter of conforms=,complying with NSC-5°Edition(2014),dated May 16,2015,issued by mamrfactnmr,signed and scaled by A.Lynn Miller,P.E. I 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 lett.for Test Repots No.FTL 4957,FTIA938 and FM- 5063,issued by Fe nesnation Testing Laboramry,Inc.,date!10/03/06,signed and scaled by Fdmundo Iargoespede,P.E. (Suhn:&W ander NOA No.07-0322.06) 4. laboratory compliance letter for Test Repots No.hT1A649,FTL4723,FTL-4947. FTL-IM,FTI.-4948 and FTL 4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10105,signed and sealed by Fdmundo Largaespada,P.R. (Submitted under NOA No.05-101801) G. OTHERS 1. Notice of Acceptance No.11-1013.14,issued to PGT Industries for their Scries "SH-700"Aluminum Single(lung Window-L.M.I.,approved on 11/03/11 and expiring on 0326116. •• ••• • • • • • •• • •• • • • • ••• •• •• ••• •• • • • •• • ••• ••• ••• ••• • • ••• • • • • • •• • Mavad P.G • •• :• ••• • • Pratlud Coot 1 Eta Iver •• • NOA No. LABS Expirmlon Darts Namb 26,2021 Approval Oma:3u1y692015 E-1 Soo 0 • • • ••• • • • • • • • • 0 • • • • ••• • • • • • • • • ••••• t GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A BMW LAW CONSgrNG OF C2)UTES OF tAY ANNEALED GLASS WITH A.098'Kl1RARAY BUTACTE 11-A(BY KURARAY AMERICA INC.) OR Mr SAFLEX PVB INTERLAYER(BY EASTMAN 04EMICAL COMPANY) B.6MW LAMI CONSISTING OF(1)LITE OF 1B'ANNEALED GLASS AND(1)LITE OF 1/B'HEAT STRENGTHENED GLASS WIN A .098'KURARAY SUTA ITE°PVB(BY KURARAY AMERICA INC.)OR.988'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.6116'LAM CONSISTINGCf(2)UTES OF VB'HEAT STRENGTHENED GLASSWRNA .090'KUAARAY BUTACITE (BY KURARAY AMIERICN.NC.)OR.Ofq'8AFlEX 7VB DITERLA (BY EASTMAN f2MMICAL COMPANY) D.7l18'LAMS WG (2)LJTES of 3118•ANNEALED C71.A88 WITH A.t190 KURARAv BUTAIITE 9YB(BY KURAMr AMERICA,INC.) OR.096'S�TPVB INTERLAYER(BY EASTMAN CHEAUCAL CWKPANY) E.7/18'LAND CONSISTING OF(1)LRE 3'18'AMJEALED GLASS AND(1)LITE 3/18 HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .080'KURARAV BIRACTE°W/B(BY KURARAY A4IERICA INC.)Oit A80'SpFLE)C tIVO INTERLAYER(BY EASTMAN CHEM1CRl.COMPANY) p F.7A8`LAM!COtd918TUxi OF(2)IJTEB OF 3118'HEAT BTf NOTHSNEO GLA86 WRH A.886 KURARAY BUTACITE BVB(BY KURARAY AMERICA INC.) SHEET OR.080'SAFl.EX PVB D17EitlAYER(BV EASTMAN(diEMIGAL Cdi�ANY) GENERAL NOTES_......_..1 6.13!18'LAIR ttG:(1)LITE OF LAT TEED C•IA83,AN AIR 8PACE AND 6118'LAB CCJSISST141G OF l21 LRES OF tAP AM9JEALED GLASS WITH A GLAZING DETAILS.._�._.2 .GID'KURARAY BUTAITE4'VB Br KURARAr AMERICA.NCJ OR.090'SAFLPX AVB NTEPoAYER(CD'EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES...._3 H.13118'IANd 10:(I)LRE OF 118' GLASS.AN AR SPACE AND&18'IAMI CONSISTING OP(/)LRE tE 118'ANNFALL�GLASS AND(I)LITE ELEVATItNdS.............. ._.0 OF I. HEAT BTRENGRENED GLASS WRH A.OBC KIIRAMY&ITAGTE AVB(BY KUMRaV A►1ERICA WC.I VEFLT.SECTIONS._......_6 CXL.�O'BAFLD("WB INTERLAYER(SV EASTMWN Cl/EMICAI CAAB'ANYI NORM SECTIONS.........._e L 13M8'LAW IG:(1)LITE OF 1 A TEIIrE O GLASS,AN AIR SPACE AND 6H8'LALO CONSISTNG OF(2)LRES OF MS HEAT STRENGTHENED GLASS PARTS LIST.._............_.....8 WITH A.090'KURARAY BUTACrrE--VB(BY KU MRAY AMERICA.NG)ORAW SAFLEX PW IMERLAYER BY EASTMAN CHEMICAL COWPANY) EXTRUSICNS_...........__.7 J.13M8'LAN IG:(1)LITE OF VW TEMPEFED GLASS,AN AIRSPACE AND 7118'LAM CONSISTING OF(2)LITES OF 3118'ANNEALED GLASS WITH A CORNER DETAIL.__........7 .096'KURARAY SUTACRE PVB(BY KURARAY AMERICA INC.)OR.080'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE_..................8.11 It 13118'LAM IOL(1)LRE OF 1A1'TEMPERED GLASS,AN AIR SPACE AND 7118'LAB CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE OF 3M8'HEAT STRENGTHENED GLASS WITH A.080'KUFARAY SUTACRE°AVB(BY KURAAAY AMMUCA NC.) OR MW SAFLDL•PVB INTERLAYER MY EASTMAN CHEMICAL COMPANY) L.13118'WO to-(1)LITE OF IVTES GTA .AN AIR SPAS AND 7118'LAMS CONSISTING OF(21 UTES OF 3MW HEAT STRENGTHENED GLASS WITH A.090°KURARAY BUTACRE- WS(By KURAGLASS,RAY AMERICA INC-) VB N C.)OR.W SAFLEX TEMAYER(BY EASTMAN CHEMICAL COMPANY) LAM, LITE IV ANNEALED OF(2)UTES CF I.T ANNEALED GLASS WITH A M..090'KURARAY(BUTA29 TEVB BY KURARAY AWWA IM) 3.680"SAFLEX"IN AN MR$PACE AND 5n,LAW CONSISTING RLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFICAMTIONS:'OX'(711,VIEW AND RADIUS TOP,ALL W/LOW OR HICBH BILL OPTION) 3 DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13M ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33 M STRESS INCREASE HAS Nar BEEN USED N THE DESIGN OF THIS PRODUCT-SEE SHEETS S THROUGH 11 FOR ANCHORAGE OETAM1S. wlOd,oRa•14s 8 SKITTERS ARE NOT REQUIRED. ck _ 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. D'°° 7.REFERENCES:TEST REPORTS FT1.4848,FTLAM.FTI-41347. 47,PTL-4898,FTL1&N9.FM-4723,M.FTL4SS1, FTL-4%7,FTL4SIB AND FTL-6081. By P ® ANSVAFBPA NDS FOR WOW CONSTRUCT ALUMINUM DESIGN MANUAL 8.SERIESIMODEL DESIGNATION SN1700.ALSO REFERRED TO AS SH701. 1 L .IkY ®9.THIS PRODUCT HAS SEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDASUILDING CODE.INCLUDING THE MGM VELOCITY ;`�pN,....�...., Fq�''. NlIRR1CANE ZONE WHZ)• .:`�t 1x[ `� b,%,05 ®10.FORMULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY(:LAZING OPTIONS WITH TEMPERED CAPS(GL)ARE ALLOWED. _ Nu. UIS 'hv U & L M a e 60QY FBDmwB TES :U. ;F..L.O.R...A wmd �•, JJ. IMMI D 2MFOCUP&ITE mvemC.e.n8Gl0 �,, 1..,: ALUM.SINGLE HUNG WINDOW,IMPACT JR 04DI111 C (8/AIIiEDGIPOLA69 TYPE 7DTB&EFEDFRDYR9 Pb 0grc 16D ALVN}4wueD.P.E. ui ° °e•n0gaPi''' 9B74p Mir, 7,=4 E FL P.E.9 58706 f?K 9flA16 J1 2Q907 NOTE: LAME IG OUTBOARD LINES MAY BE 1 1 UPGRADED TO 3118'WRH NO CHANGE N O[:SKGN PRESSURE. UPC NOM. 41 GLASS SBRE 44 OLA79S BRE (LLLZY RI N RI r WI SECTHM) [Ti. 37 ® 37 0��l 'PYA----� KURARAY Sl1TA7TE PVB INTERLAYER 80.81 or 82 83,84 or 85 sAFLEx`PVB wrERIAVER BY EASTMANCHEMICALCOMFANY 70 70 }}I 1•�118'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS -Ti Ily�('L{`}ITL-•080 PV8 INTERLAYER 09D PVB INTERLAYER 1B'ANNEALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHENED GLASS 9118'NOM. 7/18'LAMINATED 5118'LAMINATED GLASS 7/18'LAMINATED GLASS 1 o-- 1?NOLO. UPC NOM. GLASS SITE 48 OtASB SITE 38 pZ12P. �3ticrvymmft 7 •• __LL[• ••• • OR HEAT STRENGTHENED GLASS 3119'ANNEALED OR HEAT STRENGTHENED GLASS RLAYER 311 PVN INTERLAYER ttrrD OR HFJLT STRENGTHENED GLASS 3118'AMNEA.ED OR HEAT STRENGTHENEDGLASS7ED AIT LAMINATED ••• GLASS® 1(B' GLASSO • • • 13118 • • 13118'NOML No.507tH 13/18 •'l.l»71 IG• GL14SS tlW 511 13/18"LAMI ICT GLASS W17/18°LAMI • � • A'L/RIAI • LLL I 611811 I a lRavamAY1♦8MYBIMANUFIC7URH1 tmolF.tXNOLWYWWE G41aNODETAILS JA faml KSINGLE HUNG IMNDOW IMPACT JR OA•Wf C CJIRA�CAPQ1+6487YPSTO7APROb17e! ratGgx 5sls �� s ALYMJAIR PE. • 9V�D •• Kmmees.nsms SMP FW 2 a 11 4O4D$0 • • • ••• • • • • in FLANGE OR INTEGRAL FIN WINDOM WINW/HIGH BILL OPTION TABLE 1. - BASED ON FLANGED WINDOW TIP-TO-TIP FRAME O ENS10NS IW814T WIDTX GLASS TYPE 83" 89" or 70• 72" 74 78" MEETING HAIL 48• A.B,M +50.0 -60.8 +80.0 -80.0 .80.0 -90.0 +50.0 40.0 190.0 -80.0 +BOLO 60.0 +BOLO •80.0 Ht �( 651 A.S,M +80.0 -60.0 Sol -80.0 -80.0 -80.0 .89.0 •80.0 t�.0 -80.0 +80.0 -88.0 +78.0 -79.0 6r A.B.M +50,0 800 +50.0 80.0 +80.0 60.0 +500 69.0 +7&B -m8 x77.3 -77.3 +78.8 78.9 1� 53 IW AB.M .80.0 60.0 +80.0 40.0 .78.9 -m8 -78.2 79.2 .m9 78.9 +76.4 •78.4 +74.0 -74.0 _ _.- UpT063 Iffil C,D,E.F,G,H.LJ,K.L .80.0 40.0 1+MO -80.0 480.0 60.0 1+80.0 160.0 -80.0 60.0 «50.0 4D.0 +80.0 40.0 EFLANGW 8 RADNS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2 GED WINDOW TIP-TO-TIP FRAME OffM SONS G V7lID HEIGHT LASS TYPE 38 3f8" 44• 60 818" 83" 77" 74 MEETING RAIL A&M .BOO 60.0 +88.0 48.0 +80.0 40.0 +80.0 40.0 «70.0 -m0 t70.0 •70.0 .70.0 78.0HT� - _-AS.M +80.0 40.0 -80.0 -80.0 +80.0 40.0 +79.9 -79.8 +70.0 70.0 .70.0 -70.0 +TOLD -70.0A.B,M +Bao -m o +60A -80.0 +80.0 60.0 +76.9 -79.9 «70.0 -70.0 +88.6 48.8 +W.B 47.6 AB,M +80.0 -80.0 +80.0 68.0 +BOLO 40.0 .7&0 78.0 +88.0 1 +88.7 60.7 +88.8 48.8E,F.G,N.I,J,K.L +80.0 40.0 +50.0 -80.0 *50.0 40.0 .80.0 40.0 +m0 70.0 +70.0 -70.0 rm0 -70.0 CUB TOdI VIEW&RADIIS TOP FLANGE OR INTEGRAL FIN WirWOWS W!HK#I SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP•TO-TB'F D�ISIONS W WINDOW HEIGHT MINUS 8ASN HFJTRI7'IATA)[•YIIPI9btlf1 X7.WI 8A8X a 78°FLAFLOID AND 78"INTEGRAL FIM MINUS SASH WIDTIR GLASS TYPE 1T 718" ?p11118" 283118" 33314 39 amr 4413118' 8038" as ISMS" HT. 831!8" D,E,F.JJ(,L +90.0 60.0 .80.0 60.0 r8D.0 6&0 +80.0 60.0 «mo •70.0 .70.0 -m0 +70.0 -70.0 +70.0 70.0 H7. M� G_RALL /7 GLASS TYPES: TEST REPORT8 TABLE 4 �x A.8118'LAMI-V0"A,.090,IArA FTLd847,4846,4723 4957 S.W18'LAMS-118' .OB0.18'H8) F7L-0847 4948 C.Still'LAMI-IMMS,090,11M FiLJ847.4048 D.7119'LAW- 1S'A.090,3118• M480.4885 aNDlnrcr9evlum E.7118"LAW-WIM.090.3116'HS) _ _ F71.4848Mmtlro""N' F.7118'LAMI-(31184W,.090,aft8'HS) FTL4848 I°t+.dN�cmK $�� G.INIV LAMI 10-116"T.AIR SPACE,511V LAMI-MIVA_090.10A FTL-4046,4723 Do r'L17A K 1311W LAW IG. Ar T,ABR SPACE.617B'LAMI-(118"A..aoo,1/B'HS L 13116'LAMI IG-1fB'T.AIR SPACE 5118'LASS-119'H8,.090.1m HS 849 FTL4 ® Pm0 a J.13OW LAMI IG-Ve'T.AIR SPACE 711W LAM]- 1WA.-M.3176'A FTLA648,4650 K.13119"LAMI IG-1f8'T.AIR SPACE.7118'LAMI-0V18'A.o80,3118'HS FTL.M49.4850.4986 ",f f 1 11 L 19116'LAMI 10-118'T.AIR SPACE.Tito'LAW- 18'HS,.080.3M6-HS) FTL4949,4830 M.13116 LALU K4-18'A AIR SPACE.5119'LAMI-1/B'A•090,VS"A FTL:8083 NOTES:1.WWDDW5 WITH THE LCW 801 OPTION ARE LI►9TE0 TOA POSITIVE DESIGN PRESSURE OF.94.0 P8F OR LOWER AS SHOWN 0J THE TABLES.NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2 FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGE TIP•TO-TIP PRAME l>iMENSRNIS. _ to 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12818'MINWM TO 38"MA70MUM. 4.GLASS TYPES C.G.H.AND I MAY BE USED IN SASH ONLY® mw• ;NU., sTA Ur .:�?_ DESIGN PRESSURES �.'..LP16 a•'�(J: (.LL 67P71D E AQDa46HQ ASSOPAON9PoRCI197D1t V78WWPfa0719 +Wo reae+owm D11N4 �,•'/ I F\. JJ rmmnt D NOCHAN=TM3SNEE7 uveNw4.neme ALUA4.SINGLEHUNGIMNDOW IMPACT 01`A ` JR 64mi 9 CIW1RI�f.MPWA✓SBTWWTDMVEREDFRMVW na.eox,pc uw. 0.LYN(�MILLEH.P.E. a,. lemwas,nam+ Y7sDfi'� 81O0D NTB 3 +it 4040.20 E PL PEA 507&5 Px mwa J.1. 631W MAX.FLANGED WIDTH 52116'MAX IF.WIDTH 4!1619'MAX L) I D 4 z C DLO(ALL) __ I TV I�.t � A 75'MAIL I.F. SEE OLD O D HR SEE OLD �/ 8E SEE T,18tE 0 �� 76 MAX _ TB'MAIC FLANGED FLANGED FLANGED a '®» HE BEE DLO 116' HEI (MAX) X / HMAX amEE � TABOLD LE I X j e NCV ��< TABLE X j 4 L _ 48114"MAX. vENr Dw(ALL) DETAIL B DETAIL C DETAIL A_ NggW(STANDARD SASS RADIUS TOP(STANDARD SASH) 1/1 VO=Jkl.DAYLIGHT 9 E� OPENING 76'1 AX � 178'MAIC FII D I_ IF. E+) HEI LOW HIGH HE DETAIL SILL SILL 1 SEE - BEE DLO - 11, 4 t2" 34 3118" TABLE O TABLE J O % B 416/8" 41114 PI �1 P / O FLANGED '6; I'll 407/S - FLANGED I HEI D 82 650' b2 11116" 110 L t E 82 SH b2 511 �Ly® �� ,.1 n1 ,,,m 0oc4uR4a 8l9DLOR' .X� ///• I• • BEE DLOTABLE X %� e� H GfT DETAILffi- 2 KOH ,s3 • • • s1a++•-•_• •�T A 11WBT•• • B 1S LOam P,oduel• C• ••• BETAIIPD • • •• DETAIL E D 14VIEW(CUSTOM SASHRADIUSTOP CUSTOM SASH) „ 8. NOTES: 1.81E018•EET 8 FOR�RfICI�. HORIZQAT�I.�EC�O�I QETA0.8. ;r: No.58705 • 6 2.SEWSHEET 7 FOR•ORNER DEITUL VIEWS. ,,l, •• = • 3.8E!•3HEETS 8 THR%UGH 11 AR O'IF..IIuAdLLON- - 4.SAWN HFJGWS FOOSTANAIRD • B 8 C)ARE BASED ON A7HIaFE OVER TWO FORMAT. �,•.a IS.;�w; •• •• • • J. 51'1 \�� L.LL 67tmr8 SO CWlY0E311998N�i mroma41m0oTor> QEVATION3 %,�h•........ E��; J.I ieD7/If 0 MDq/AN0EB7MB810:6T N VF1lIQ.0.'M/6 ALUM"SINGLE HUNGWBVDOW IMPACT 1 D KDCNAN6=lNM8H@7 vn.mttaW 0. Jx 00 LYNN MOLLERL PE • Itq�ID,RS@9 V4NIrBRm/ �� NTB 4 •!! 404620 E Ft PE./68706 • • • • • • • • • • F~2704'—�I NOTE:M(1)SWEEP LATCH AT VENT CEWEFUM OR OPTIMAL SO..OM LOCKS.(1)8'FROM EACH 881E OF SASH. 28 2T NOTE BALANCE PARTS USED MAX VENT DAYLIGHT OPENING SAM ON 8A811 WEIGHT 1 INSIDE MOE 9,10,11,15,18 31 2.71(r MAIL FAD 7.8 OR 17 DAYLIGHT ( 25 OPENNN O WTSIOE 251'--AMAX FOXED LfiE DAYLIGHT OPENIN ,_ Max.mOTNI g SECTION A-A — — INTEGRAL FIN fI F 1 FRAME SECTIONS WSI 23 i MAX HEM— 21 2 I I MGM QUTBLDE I I LOW MAX DAVENT 49 HIGH SRL 48 LOW HEA _LIGHT � !'A�M OPENING 2.710' 68 I.F.FRAME 0 PRDIAXT 6INIs® 2b 4 ,ogad64e 14uWa 53 OUTRIDE I o.t -DSI I Dvb 6 By Pmmx1 53 oN S 63 52 a.3S' (HIG113ILL) (LOW SBL) u I I i pI SEE NOTE ABOVE 54 64 O1S1 LYNn�qr/��.,, 67 3 30 12 oDwY � 69 12ONLSECTION SECTIONC-C H.. nros SECTION B B ITAOIusTOP }. 7 I :rc= BILL SHOWN) ALTERNATE HIGH SILL (HEaooErAIL•FTANGEDVERSEONI 5 rXi; slArF OF •i\moi, LJIL Sims 8 NOCHAN(087/838H6E1' 18y0 T80oW061�e� $ECTJOMS ;�'.Rt uR�OP.'�.�. J.1 rmmil a IW f51RMOE8TM8SN6ET .viceorr.'<yeae ALUM.SINGLEHUNGiNINDOW IMPACT JA 0~1 C NOCNNOESDBSSNEST rDe W) 0.l�fIN14BIL1.�R PE. ■01 •1L5Q1� V1r15lJ Bsa giAp/ IISJ( 6 11 401030 E FL P.ED SSM FA N1N8 7!13.1 17811 I OWGA I POW PGIA 1 4002A FLANGE FRAME HEAD 612225 BD 1835 SCREEN SPLINE-.136 DIA HARD I 81535K 2 1168 A8X1.80(00UADWSMS 781POA 81 SCREEN CLOTH 61818 3 4003C FLANGE FRAME BILL(LWNSLL) 612228 83 608 GLAZINGCHAI4NEL.688)(AWD) 0533402 5 1828 ADHESIVE OPEN CELL FOAMPAD 7PAD1S2664 1181 98 XIAWPH.BUGLETEK 708X1 6 4MM FLANGE FRAME JAMB 812227 67 GLAZING TAPE,IRS X HT1-7118 LPM 628V161a 7 4028 BASH STOP 612244 88 4081A SASH BOTTOM RAO. GH SILL) 64051 8 4026 BASH STOP(EGRESS)1.125 LONG 612244 69 40M FLANGE FPAhE SAL BILL 84000 9 4029 SPIRAL.BALANCE.3E'.616',OR 11116' 70 SILICONE,DOW 898,885 OA EQi1N. 10 1080 BALANCE COVER,3WOR SW BBA-CVR918 80 A GLASS.571W LAM,IWAA90 WB,115' 11 N X.760 PH.PN.SW 7834AA 01 B.CG.0.48,8118'LAMO.IArAA00 PVB.1 12 BALANCE BOTTOM BRACKET 78ALTSKT 82 C.GLASS,8118'LPAS,115'X3.080 WIB,tAiS1 13 108511 QWSASH TOP GUIDE 42504 83 1D.GLASS.71116'LAA,tAT'AAW PVB,tAP 18 00X 1 PHILUPS FLAT HEAD S.an 78X1FPAX 84 IE.GLASS.7170'LAM.Q!B'q.080 WB,115�16 16 1080-1 BALANCE COVER 11116' SSALCVRS70 05 F.GLASS,711 V LAW.11"8,090 WB, aw 17 4053 SASH STOP COVER 64083 88 G.OLA48,13118'LAM IG:115'f,AW BPACE.B/18'LAML(tAtA.O90 PVB.1f9' 18 4028-1 SASH BRPCKET 7ULBRKT 87 H.taYA43.13HB'LAM IG:tAT,AIR BPACE.6118°LAMI.(19)A M PVB,115'HS) 19 98-32 X Ire La.PH.FH.TYPE F S.BTL 783DL12FPFX 88 I.GLASS,13MW LAM NX/15'1,AIR SPACE,6118' (1/8'118,090 P/8.1151H8 21 40540 F00A MEETWG RAIL 64064C 89 J.GLASS.I3116'LAN IG:VIM AIR SPAC 7118'LA.,(..'A.PVB,3PIB' 23 400SC BASH TOP RAIL 64006 90 KG1A9S.13110'LAMIG:%ff'r. IRBPACE,7115-LAM. 18'A.494)PVB,311S-N3) 28 1236 WGTP.,170X270BACK,FWSEAL 073180 91 L.G1A98.18118'WAIGix115'2,AIR SPACE,7116"LAW BR18.080 PV8,9118°Lf8 1098 SWEEP LATCH 71008 92 N.GLASS.13N6HB''LAks IG;IWA AIR SPACE,SL4M.1AL'AA80 PV&tAY 27 1 101096 X.628 PH.FL.BNS 7888 Z• 28 4007 SASH BOTTONRAIL OWSILL812230 x784 30 1226 WSTP.,BU LB VINYL STP249 3/ 4008 BASH SIDE RAIL 012231 .062 34 1288 SASH FACE WIDE 42501 / 35 1622 LAM SETTING BLOCK 3F1YX261W X t' 71622K 3. 0 1082 LAM IO 6ETfW0BLOCK I'X3H'X7118' 71082K 37 1224 WM GLAL BEAD BULB(THEA STP247WK 38 1225 VINYL GLAL BEAD BULB W) SM48K 41 40308 GLAZING BEAD.5118 LAM CG.ASS. M398 47 FRAME,I.F.HEAD 42 40448 GLAZING BEAD.5118 LAMS V"ILL KIT 844703 94071A,8003.78 44 1 4222A IGLAZING BEAD,7116'LAM 64222 OFRAME,I.F.LOW SILL 46 9880 GSEAD,Na.LAMVS((RILL KR 5985 94072A 6063.78 46 4087 OIA24NG BEAo,12110'LANII.G. 64067 y r8 e 47 4071A FRAME.LF.HEAD 64071 415SILL •• 84072 2�7 A,wA�e l ob 4 WWOLL• • • 84073 L 50 40746 FRAWWALF.JM• • • • 64074 2 4" S•L LA M SILL 784WO .082 NOM � PratLA 631 1080 SSIRINSI SMLA H 7SPRNG THICKNESS 4.i 71 864 SLLL H ESS) 52740 2 1 55 1014 SCRE84 FRAUr .EVER 61014 •882 NOM `1,a..q,r Be 1630 SCREEN CORNER KEYNBRWGS 71830 THICKNESS 57 1031 SCREEN CORNER KE•YV4DUT RINGS 71831 a; �tccrvsF F.p 073 S�SPWWW 7CASP 4: • BS 1824 9CR•E1N SPLINE .136 DIA 81624K 50 FRAME,I.F.JAMB _ %X.' Ne 6x788 '•,'�% • • • • • • 49 FRAME,I.F.HIGH SILL #W4B.6063 46 • • • • •• •• • • •• • • 040M 60113-TO (USED AS RADIUS TOP HEAP) MAIr 7 I$ • LMM a/7ne E NOWfAADFBiLWmAWT moeomamv�ve PARTS LIST wee.. Jl t007M1 D ASCNAf0E87/ff9S/lEET NVENC5.R413I4 ,AUMA1, d JA omDurl c cAPmA9srymm M=H9 '%4 �—• '�— ALLY SGVGLEHUAIO WINDOW IMPACT rI, Pq.BQIt r„v, A LYMII�R P.E. • cel ••• • tZMSvw*a— �p8 MTS 8 •11 404020 E FL P.EAam • •• •• ••• ••• •• •• • I.F.FRAME SEALANT ALONG ENIM JOWT 1 or472 I.F.FRAIL¢ I II I I z� 082 z.9I9� 1 I o5z I I I 6 or 50L - O FLANGE FRAME HEAD I-1 I 14002A,0063-TS h--2 --I784 WELD 1.749O3 FLANGE FRAME SILL(LO" I 8 or 60 94003C,e03 Te I BCREw sass(a> SEALANT oRG7sKEr AT HEAD AND SILL 2710 � h+1JN9�{ •"/38 I 9--if .on- VIEW D-0 VIEW E-E (1fi 6 v1EW HEAD 8 Sal-RADIUS TOP 501) (RADIUS TOP HEAD ONLY) O SASH STOPSASH STOP COVER _ _ FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 04025,5083-75 17 940%6083-48 1 94004,8083-78 -+I 1.16 (USED AS RADIUS TOP HEAD) JPlB 1.3'2 ff 1-2279-1 /16.0� �e 41 GLAZING BF '5 N8° 11 940996.�+T5 1sI9 os2 1.07 0se 31 SASHSIDE RAIL .062 21 FIXED MEETING RAIL O SASH TOP RAIL 28 SAS BO �RAIL(LOM oso _879 O 94064A.8093RD-Te t4000O. -TB , •C—!L 7.099-'�-'—"�'I� MigMN:{'68VI36I1 0^447X4 wbb Qm Flad4o .875 42 GLAZING BEAD,5/16' OoOeNo t 940443.8083.75 2.329---y 1.��.�..1 T (USED WI COOLLIOT) .082O T GLAZING BEAD 7118" L 2.945 94222,608:1.76 �p 3.448 6113 2838 _ r .082 1 GLAZING BEAD, 1311 ` �tY LYNN GLAZING BEAD.13/16°IG 94067.6083.75 i`.� "•.�r I-�-2.764 No 5005 _ SASH BOTTOM RAIL(HIGH) 45 GLAZING BEAD,7/16 88 FLANGE FRAME SILL(HIGH) O 1A 5063-74 O 99aeC,608375 .'j: n O 946604605+75 (usEDvuDRnLKon ; 7 15 r: 424 4nana NOCK4�74a66rw EXTRUS(0N3�FRAME CORNER 0ETAIL yam mcdaawowlo Jd room/ 0 09W�SI'mmmET N.VB000.R�B P ,;�QgA1_Er�' ALUM.SINGLE HUNG WINDOW,IMPACT A.LV19NMIL1kk P E JR aVif c �GANA587198®fEET R�� 1/!n8$eerm X911 7 aff �r404420 E FI P.E.#6!'(•• vx VM JA 9=w • • 0000 000000 • • • • • TABLE 5. ANCHORAGE NOTES: 000000 ••••••• ANCHOR QUANTITIES FOR 1N FLANGED WINDOWS I, ANCHOR TYPj�?- *E '�EtCO� HEIGHT ••j ? • SUBSTRATE: 2&653 34.603 40.603 4&603 57 56603 64.603 7&000 ••••• ANCHOR TYPE: p U (� p U C21 p U U p U p U U p U p U C1 p0 4� U 2 ANCHOR L0CA*WK*rSED ON TFL• • • WIDOW GLASS N 2 N O 20 omi'p N 2 2 N•oQ 2 0 O N 3-O.-o N 3-V p p 2�' p�2 FOLLOIM IWENSIONS. • • U 3 S S G U U U � U U C1 HEAD-181?MA(.q'I�TOP CORI�RR •• ••••• WIDTH TYPE 3 5 5 JM®8-11 tfC MAIL Ff�IA rOP C • C,D,E,F,G, 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 +21'22'1��.212 t1 ••••• KLJ,K,L 121 1111112 1112221 222222'22222222222222222232233 e'MAX BEIDW Mi•.RAB • • • 19.1% S01-ANCHNIONOWWOUO� •• • ••••ASO 11t11 . t 1 it11 •1 2 1 17 1 1 2 1 1 1 2 2 21 2x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2112 2113 2112 313 3•��ITIE�B<�O T*D%ENSIONAL CRITERIA OF • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. • • ••� • 069604 24.000 KI,J,KL 1211 721211121222112222122222222"12112122322222322233'3211233 4.TABLE W01TH F¢IO DIMENSICNd •• • ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 7 1 FLANGED WO.�Wg_+N�F�tR .DI IONS ••••• 121112121212221227222222222;222232221122322213332233 AREMESS. •• • 0000 0 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 2 1 1 2 1 1 2 1 6 X61(9.1 pBSURE L04IfA7707t5: • • H,LdK,L 121 222213122223 7 2232322232132223332233343231331431344 SBE BLOCKS OF THE ADJACENT TABLE WRI�A 32= 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SOLD ITALICIZED VALUE ABOVE THEM.INDICATE A A6,MMAXOAUM DESIGN PRESSURE WITH THE QUANTITY 112 11 il 21121211311112 212 213 1 223232122113232223332233343233343344 MAXbWM�BSHOWN IN BOLD.0THMWME,THE C,D,E,F,G, 1 ±22 1 7 1 2 1 1 2 IGN 1 2 2 1 2 2 1 2 2 1 2 2 1 2 PRESSURE FOR THE H,LdK,L 2 2 2 3 1 2 T 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 6 3 3 4 4 RESPECTIVE SI7F 37.000 1 1 1 1 YPE IS 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND LASS SIZAVAILABLE. ARM 11231223232223232223T32132334233334 3334363344 PSF 78 C,D,E,F,G, T 2 2 2 2 2 2 T212213 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,KL 221 2222322232323232324233334233436 333A4633A4 T 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 ADM 22722223222323232'3232423333423343633344:53344 PSF 79 TABLE KEY: C,D,E,F,a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 WX.PSF 44.000 HLJ,K,L 2 2 212121112 2 3 212'12213 2 3 212 313 2 4 2 3 3 3 3 �2'3 3 3 3 4 2 3 3 4 3 8 3I3 3 4 4'S 3 4 4 5 �2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2• • •A� 2 3 2 23 3 2 4 2 3 3 3 3 3 3 3 314 213 314 3 j13]3 3 4 415 314 4 151 JAMABOVE 2 03 78 • • MTG RAS 2�L (On f* 2 2 2 2 7• 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAI,BELOW 22 2 2jIF 342'333342334342!3343533 34383346463465 MSG.RAI_ AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 212 2 2 2 3 2,2 2I3 3 4 2 3 3 3 314 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 6 3 3 4 8 4118 3 4 6 6 (PIAL DP) P$ 72 79 79 • G RAIL ••• C,D,E,�,e, 2 • 2 T h• 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB pB0VE 2 3 • 53,E H,LJ,K, 212 T2T3 2211, 3 2,3343142133ill4343"334 3533444!631144'5463468 JAMB BELOW - 10.697M • • 2 2 T 2 23- a 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 • • •AB,M• - MSG.RAIL •• • 2 223 �2�� 2'33143'423343'43'3343'53344453'34'54'83446 tt'ut� I§•ib; •• o.m (ir�.. i�.mult... W, LJC ero/r9 a NOONANYre87M88N�7 ANCHORAGE SPACING,1/1 WINDOWS Now roto,mav0ioaroare "�' "''`S87Viv;;�`c� J.A rarrn4 0 Norawtt s114994�r "'°�6 Al UM.SINQLEHUNOWWOW,IMPACT A.JA f c QMNCF8 TNI8 BNEkT lAh4R /+ V44.Jy Ram. a°"°°' " 44046 IrTS a •tt 404a?5 • • • • • • • 11•••11 ••• • • • ••• • ANCHOR IAIANTrt1Ee FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE ANCHORAGE NOTES:1,ANCHOR TYPES:1-tf4•ELCO TAPCONS WNIDOW HEKiF+f 2-V4'ELOO 884 CRETE—FLIM SUBSTRATE: 28.665 1 37.765 44.658 82.1S8 55.60 67.155 74AW 75.001) 3-642 SCREWS MCHOR ZU p op U U�2 Q S� 2.ANCHOR LOCATIONS ARE BASED ON THE WWDOV GLASS MGDMN • p U Zia '.I-. HEAD 18 Ur MAX FROM TOP CORNERS t3 V6op WIDTH TYPE JAMBS-17 VY MAR FROM TOP CORNERS CA.E.F.O. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18'MAX.FROM BOTTOM CORNERS KdKL 1111111 7 1 2221222221 222 T 222222222222222232223232 12232 r MAX.BELOW MTG.RAIL 18.128 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 7 7 SAL-ANCHORS NOT REQUIRED A'B'M 1111112221i122222122222222222222222222322232322232 3.INSTAL PER THE ADJACENT TABLE ANCHOR QUAIMMS USING THE DIMENSIONAL CRITERIA OF PSF 76 NOTE 2. G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.WD N•I,J•KL 11 + 11 1221!122222222222222222232322232322232322232 4.TABLEARE I*WOM AID HEKMHT DIMEZODNAREFOR ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I1 1 1 1 1 1 FLANOEO W WDOWB.INTEGRAL FIN pIENSiONB 1 1 111 111212 111 212 2 2 212 212 212 2 2 2 2 212 212 3 2 3121212 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 68 1 17716.ncxC4 PRESSURE UMITATHQNs:_WITH 1 1 1 9 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 + + 1 SOLD Rpj SCIZEO VALUE ABOVE THEM,INDICATE A 32.060 H,IAK,L 1111112222222�32222332233333233332233'13311243433243 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF OA ORS H IN BOLD.OTHERWISE.THE AAA 11111121112I2y223222233yy33333T333922334 3243433243 PRESSURE FOR TK PsF 67 79 RESPECTIVE SIZE C.D.E.F,G. 1 1 1 2 1 1 2 + 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.001) KUAL 1111112 T 2222232223332233333343333233433243443243 AVAILABLE- ABM + 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 2 2 7 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 213121212131313 2 2 3 3 3 3 3 3 4 3 31313112 3 3 4213 3112 4 3 4 4 3 2 4 3 PSF 64 79 62 79 C.D.E.F,O, 2 2 2 Z 2 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,LJ,KL 7 1 1 1 1111212 2 22 2 2 312121313131312121 3 3 41313131413 3 3 3 3 4 3 4 4 _'T 3 4 3 4 4 3 3 5 3 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B'M 1111112222222322333322334333433133343443343443353 TABLE KEY: PSF 49 179 W 79 1 70 WAX PSF C,D.E,P,O, 2 Z 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 117 �'�T�'L�°f 44,000 KLJ,K,L 1111112222223322333142333443343443 343443 34 3443354 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE 33 A3AAA 1 1 1 1 1 1 2 2 212 2 2 3L32 2 3 3 314121313 3 4 4 3 3 4'3 414131314 3 3 413 4 4 3 3 0 4 MGG•RAIL PSF 4 74 0 74 79 79 JAMB BELOW Fn Moa C.D,E,F,a 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 MGG.RAM. 48.000 KIAK,L 1 1-iHl 1 7 2 2 2L2 2 2 3 3 22 3.3 3 4 3 3 3 3 4 4 3 3 4 4 4'4 313 414 4 4 4 3 6 4 414 4J3 8 4 A,B.M 2 2 2 2 2 Z 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 "i�Im" ' 1171117222223322333*,433334433444433444144384444384 jFllLL t>P] PSP 41 87 48 87 78 78 HEAD 2 `�`��,c1e+...; JAMB ABOVE 2 2 ; .�.`, P C,D,E.F,G. 2 2 2 T 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 a 3 3 2 3 A1TG RAL _�� b3.125 KIAV- 1119112222YT333133341433414443'3044143344 bi543545843b4 _ Na.s57o5 JAMB BELOW AAM 2 2 2 2 2 2 3 Z 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 MTG.RAIL 111111222222333333443.344411 43344443 3448443846443514 ;?T �rnrE is .:•�t�\ n.'. Lea 6n" a mcKup a imolEer ANCHORAGE SPACING STANDARD VIEW ,�c,;•"coz,D?:..•L;•,' u mann D Noar4nosalEFr FdALUM.SINGLEHUNG WINDOW IMPACT JR 6wwf C MDM9+MAX YMBffiANGFImtQTYl4 BV812& PD emrfea mss. nrn, A._F E FL P.LP. P.E. �ae•nafa7� Vtv8Mr8�e� 477740 NTS 8 >if 404420 E1�5• FX IMM JL 22407 • • •11• •1111• ••1••• •• ANC NOR OUANTTIEB ABOVE MEETMO RAIL EAD 8 JAMBS CUSTOM FLANGED W NDOW HEIGHT 8361US SASH H@IGHT TABLE 7. ANCHORAGE NOT 3�+- ••1••• WINDOW MINUS SASH OM ABLE a 1.ANCHOR TYPES:I-1� •W TAPC RET 1 SUBSTRATE: 17.128 FEB ct�t 33.764 38.200 44.838 J90. 68.828 �iTYPE: �f2 s34 CREIEFLEX • •••••• WPIDOW calks NpgQNZ^ NpgO Nc^"N�QOjN*o^Mor'NOQq N" oNLCQy +N°NOL^�NCNpz�Zpu aJ opg 00z a 2ANCHOR DR4ENSIONB:TION�/'RiB�8E0 ON THE• ''WMR• 1 • WIDTH TYPE s 8 S u > U U S `ZU > u U U u Lf V S ^U NFJ1D•18"MA FROM COMERS 18,128 O.E.FJ. 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 t2 . JAMBS-1711Y AX.♦RW*PCORNERS• •• 1•:••1 11/rC MAX.ABOVE THE MEETING RA�•1•KL 1 1 1 2 2 2 2 2 2 2 2 2 2 2 a 9 3 2 3 3 3 3 B,MOK BR *Nro MIL ••••• 111 1 1 1 1 1 1 1 1 1 1 CV MAX,FRO�IDTTOM CORNES•1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 3 3 3 3 3 4 G p ��ANHOOR S FOR CUSTOM�� D,EB.J. + 1 1 1 1 1 2 1 1 2 1 1 1 1 1 7 1 1 1 1 7 1 VEWWINDOWS NS+�+gT4%"7.AND 8.USWfl THSKL 1 1 1 2 2 2 3 2 3 3 3 3 3 2 9 4 4 3 4 8 3 8 DIMENSIONAL�A OF NATE 2 USE TABLE 7.Fel • ABOVE THE RAIL AN@ TABLE 8.FMR SELOV4 000000 PSF 7937.000 D.E,F.J, i 1 1 2 1 Z 2 1 2 2 1 2 2 1 2 2 IT 2 2 1 2 2 t 2 4.AVAILABLE SASH dGHTB FOR CUSTOM V 1 1 1• K.L. 1 1 1 2 2 2 3 2 3 9 3 4 3 3 3 4 3 4 4 4 8 8 4 8 WINODWs AFIE 1 MIN.jID 36 MAX' • • • 8.TABLE WIDTH_Fy 6�6N316N Aim FOR •1•••• PB 79 79 78 79FLANGED WI �vrgpR3l.FlN DI6ENS1��y • • 40.000 D,E,F,J. 2 Z 2 2 2 2 2 2_ Z 2 2 2 2 2 2 --2T-2T2 2 2 2 2 2 2 1•LESS. • • • KL t 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 5 5 4 6 6.pE810N PRESSURE E ADJACENT 1 812E BLOCKs OF THE ADJACENT TABLE WRH'�SOLD PSF 79 176 79 77 79 7B 79 ITAUCZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,F,J. Z 2 2 Z 2 Z T 2 Z a 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 DEBIGAI PRE6suRE YOTN THE Qu7wrm'OF ANCHORS KL + 1 1 2 T Z 3 3 3 4 4 4 4 9 6 4 3 5 6 1 4 1 V. 6 4 1 6 TWIN BOLL).OTHERWISE,THE MAXIMUM DESIGN P8 78 79 70 t0 78 H 79 73 76 RESPECTIVE SIZE AND 48.000 D.E.F,J, 2 2 T Z 2 2 T 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 Z GIJ6S6lYPE IS KL 1 1 1 Z Z 2 9 3 9 4 4 4 S 4 8 5 4 8 8 4 8 0 8 fl AVAILABLE. 71 78 89 71 79 04 74 Bfi 77 p M TABLE 7.KEY: 63.725 O,E,FJ. 2 Z 2 2 2 Z 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MAX.PSF 1 Z T 2 3 3 9 4 4 4 8 4 6 B fi B 8 8 7 8 6 7 P LMEM 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WOWS BASED ON SASH HT. SOVEHEAD2 IND TABLE ,IA48A�VE 2 S.SASH F¢fOHT MM RAO. _ SUBSTRATE 11778 1 18.770 18.770 21.770 24.778 27.778 30.770 31.108 (FLU ON ANCHOR TYPE QQ yy !7�] popp 1j Q SS o L7jL ppQ�f n qpn I WTIDOW NaNrt 71 NRw$' NN$' e34a '$N4 N �ONSN V' NN Ng 8 HEAD 2 353 iGSS 7733 55 25 SS SSSS S 5 555 JASIB ABOVE 4 PR�I�CI'WSYi'SED WIDTH 1 1 2• 2 • + 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG RAI. � �H q•� 1 24.000 2 1 + 26 1 2 2 2 2 2 2 2 2 2 2 2 2 1 2 3 2 2 3 2 2 32000• 901 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 7b TABLE 8.KEY: •37'0t1 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 A VAX.PSF 40.000 74 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 0 4 3 4 GDP LL ELOW 12 .1 7 68 78 JAMB BELOVd 2 44'0 2 Z 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 6 3 r 4 ATG.RAIL .``•L•?•:. lC ' • a 472 o • 48'000 28 2 • 2 2 2 3 4 3 3 4 3 4 4 TET b 3 4 6 3 4 JAM6� e ON Nn.58705 , 1 moi`° ` 2 2 2 3 4 3 4 4 3 4 6 3 4 6 3 B 5 3 b ATG•RAS o 7 IS ' J LAC WZ" CHANGES 710 ShlXr ANCHORAGE SPACING CUSTOM WEW ',�r,.F�omoP.•' �� +ao reoaw,.oar rave '�,S•S/UIVAI.rc�`G�.. J.J f967nf D NO7?NNQEBflWJB1E6r �"" .R9°10 ALUM.SINGLE HUNG WINDOW.IMPACT JJt 04AV7f C APDp/NYGEB poicoem Fi�arn< VLrMJ Bnu. a NTS 70 �r4040.20 E A p 11 J. • ••• • • • ••• • • • NOTES: /�1�+EX€IOR INTERIOR ®1.FOR CONCRETE APPLICATION IN MIAMI-OADE COUNTY.USE ONLY MIAMI-OADE COUNTY (ALL HEAD AND BILL BETA") (SEE NOTE OR APPROVED 1H'ELCO TAFCO S OR 114'SS4 CRETE-FM.MINIMUM DISTANCE FROM 1.310 MIN.EDGE CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONSANCHOR TO CONCRETE E IN •MIAMUAADE COUNTY.USE C12 STEEL SCREWS(GS)OR (SEE NOTE 18 3) 1•Rm EDGE 114'SS4 CRETE (SEE NOTE 4) 3.RAT HEAD ANCHORS,WHERE REQUIRED.MUST HAVE 012 TRIMFIT HEADS. 3.35 KSI MIN. 4.WOW BUCKS DEPICTED INTHE SECTION ON THIS PAGE AS tx ARE BUCKS WHOSE CONCRETE . _—- TOTALTHICKP1E8318 LESS THAN 1 1(t'.1x WOW BUgQi ARE OPTIONAL ff UNIT CAN BE -'.•13w MIN„1/4'CRETE-FLEX �- _ 1 , INSTALLED DIRECTLY TO SOLD CITE OR CMU.WOOD SUCKS DEPICTED AS 2.ARE OPTIONAL 1x `=��` .< Sir 1112'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE WOW BUCK •C _ __ �� ENGINEERED BY OTHERS OR AS APPROVED BY g1JT11OUTY HAVINIS MINIMUMA MCTKK STRENGTH (SEE NOTE 4) _ __ _ �_ &FORATTACHMENT TO ALUNJNUM:T1 MATERIAL SHALL BE A MlNDAOl1 gTREMGiM OF 1W 1K' 8083.78 APD A MINIMUM OF 1B•THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE MNL MAX OFA'3,T5 TO PROVDE PULL SUPPORTTHTRE WINDOW FRAME SIMILAR TO THAT SWM SHIM SHOWN W THESE DETAll.6 FOR 2x WOW BUCKS.THE ANCHOR SHALL BE A 012 SHEET DETAIL A DETAIL B METAL SCREW W�FULL ENGAGEMENT IWO THE ALUMINUM.IF THESE CRITERIA ARE MET.THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCON TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED.A FLANGED FRAME COMPONENT MAY SE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MILLED APPLICATION.FOR INTEGRAL FW MULLED APPLICATION R B EXCEPTABLE TO REMOVE THE FIN AND ATTACH TOTHE 1114' 13W MULL THROUGH THE FRAME UBWOTHE FLANGEDFRM�EANCNORA�Ef1E0USiEl1¢NT. MIN. MIN• 6.ANCHORS ARE NOT REWIRED AT THE SILL OF FLANGED UNITE. tld'MAX SHIM-+I�- •. 116'MAOI.SHIM---�1 7.MATERIALS.MSSI ILARBUT MATERIALS EDDIED TO STEEL SCREWS.THAT COME INTO CONTACT TIT—-r325 } I —� WITH OTHER DISSENIAR MATEiL1ALS SHALL MEET THE fffiQUOLEMENTB OF FSC CURRENT. EDGE D 1'MINEDGE EDITION CONCRETE ANCHOR WOW ANCHOR FH BELOW MEETING FH SELOW MEETING RBL(SEE NOTE 18 3) RAI.(SEE NOTE 28 3) KSI MIM CONCRETE AORRiAKSIMIN.CMU (ALL JAMB DETAILS) EXTERIOR AL WITH SOLD CONCRETE 2x WOOD SUC( �7 OR CMU SUBSTRATE(SEE NOTE 4)® (SEE NOTE 4) �J DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1M• 6B•MW.EDGE 2.112'EMBEDMENT MAX 4• M 11 --.—. f-WOOD FRAME • ®cxxxTlFvle+u J .-- -=_ - �SHM �dsLe•aaum PbNaq�qq$$ --WOOD FRAME - j-<" - --�- mY2Jo, l -_— .131'DIA.MIN. FaS'MIN.EDGE 2-112' DMENT - _. AT 1CORNERS uT Dmi<Ru4naCamal ,�� _�` .131'DW MIN. 1 x 2 lW NNS. - ( - _i=-_�`. APD B'O.C. FW AT CORPERS AND 8'O.C. OW MML EDGE 114' x2llr NMI, 1Y MNL AT CORNERS 2-112'EMBEDMENT SHIM/ ANDEO.C. DETAIL F,(HEAD) DETAIL E,_(JAMB) DETAIL G(SILL) Ho.trios TYPICAL INTEGRAL FIN ANCHORAGE „,fit = R.' LJL dnvrs E crwmrrl Ta�rwEs�rroroawne.4lre: ANCHORAGE DETAILS , c aro rec+aaoar� _ �`.°t uxHVP,.••G�^c, Jl 1Q07/1f D NDGfANDE8T103&L'ET x.YB4(f,RB®x ,i ALUM.SINGLE HUNG WINDOW IMPACT JR dNmf C GIAAY•8 TPI069fEEf R x LZ/d�'Ba/n "r°°c NTS 11 a 11 ~4D40— E FL 03>•9S FX •YiD6 JJ. YRN7 BN700 • • 0000 000000 • • • 0 • • 0 •0000• • .:69 :060• • •0.0•• •0.00• • • • •00.0• 0000 •• • • • 00 es 00 0 •0•• • •• •000• ••0.0• 0000 •0••• • •0••0• • • • • • • ••000• 0000•• • • • 0000•• •• • 0000 • • •• ••• • • • • • •• •• •• ••• • • ••• •• of 00: 00 • ••• ••• ••• ••• • •• • • • • • • • • 00 0 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • t I MIAM MIAM1-DADE COUNTY E PROm)CTCONTROLSEMON DEPARIWIPN1'OF REGUTATORV AND ECONOMIC RESOURCES(RFA) 10121 SW 26 Sae4 Roon 218 BOARDAND CODEADMMSI'RA7TONDNISION 7080313-2590 P090315-25W NOTICE OF ACCEPTANCE(NOA) MAMI PGT Industries 1070 Techonlogy Drire North Venice,FL 34275 SCOPE: This NOA is hong issued under the applicable tales and roplagm govcraing the use of construction materials.The docurnat"mm submitted has home reviewed and accepted by Miami-"ado County RbR- Product Control Section to be used in Miami Dade County and other meas where allowed by the Authority Navin Jurisdiction(AMJ). This NOA shall not be valld after the expiration data stated below.The Mimi Dade County Product Control Section(In Miami-Dade Comfy)and/or the AID(in areas other dan Miami-i)ade County)reserve the right to have this product or material tested far quality assumacs purposes.If this product or material fens o perform in the accepted manner,the mmufacbmer will ism the expense of such totting and to AID may immediately rovoko,modify,or suspend the use of such product or material within their jurisdiction. RGR reserves the right to nawke tris acceptance,if it is determined by Miami-Dade County Product Control Section that titin product or material fail+to meet to requirenenta of the applicable building mode. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the I ligh Velocity Ilurricme Zana- DESCRIPTION:Series"PW-70JMfiM0"Alumina.Fixed Window-I.M.I. APPROVAL DOCUNEPPI'm Urewng No.MU-720-820.1,tilled"Fixed Window Installation Uiddelim s", sheets I through 10 of 10,dated 04/12113,with revision A dated 07/02115.prepared by memufaetumer,signed and sealed by Anthony Lys Millar,P.G.,bearing the Mimhi-"tan County Product Control Section Revision stamp with the Native of Acceptance number and expiration date by the Miami-Dada County Product Control Scatter, MISSIES hiPACT RATING:Large and Smell MiesOo Impact Resistant LABELING:Fah nth slag hear a permanent label with the msnufactoefs flame or ogo,city,sate, modeVsuics,and following statement:'Miami-Dade Counly Product Commit Approved°,net=otherwise noted homin. RRNEWAL of this NOA shall be considered ager a marvel application has been filed and there bas been an change in the applicable building code acgatively affecting the perormmce of this product TERMINATION of this NOA will occur ager the"abortion date m if dare has been a revision a change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA a an endorsement of any product,for sales,advertising or my other pumposs shall automatically terminate this NOA.Failure to comply with my section of this NOA shall be cause far termination and removal of NOA. ADVERTISEMM.-The NOA number preceded by the wards 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 distributes and shall be available far Inspection at dajob site at the request of tic Building Official. This NOA rtviso NOAB LV0502.03 and donsids of this page 1 and evidence pages FI and 1+:2,as wog as approval document mentioned atom The submitted documentationwasmieucd by Nam uel Perm,P.F_ NOA Na 15452826 G 7/2'i5 Expbnlaa Date:February 19,2019 Approval Data July 092013 Pop 1 0*00 •••••• • •••••• • •••••• • • • PGT Industries •es •••••• •••••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •••••• :•• •• • • •••• • •• ••••• A. DRAWINGS •4•••• •••• ••••• 1. Manufacture's die drawings and sections. • • • • • 2. Drawing No.MD-720.820.1,filled"Fixed Window Installation Guidelines",sheets 1 •• •• •• • ••••:• through 10 of 10,dated 04/12/13,with revision A dated 07102/15,prepared by •••••• • • manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 0 • • 0 • • • • 040000 B. TESTS 00-00 •.••• 4 • 0 • • L Test reports on:1)Air Infiltration Test,pm FBC,TAS 202-94 •••••• 2)Uniform Static Air Pressure Test,TaAng per FBC,TAS 202-94 •••• • 0000 • • 3)Water Resistance Teat,per FBC,TAS 202.94 4 • • 4)Imp Missile Impact Test per FBC,TAS 201-94 •• • 5)Cyclic Wild Pressure loading per F8t1,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202.94 along with marked-up drawings and installation diagram of an aluminum fixed vdudow,prepared by Fenestration Testing I.eboratery,Ine,'fast Report No. 0TL•72M dated 0321/13,signed and sealed by Marlin D.Brinson,P.B. (Submifted under pravloru NOA Na 134502.03) 2. Test reports am I)Air Infiltration Test,per FBC,TAS 202.94 2)f Inifonn Static Air Pressure Test,loading per NBC,TAS 202-94 3)Water Resistr nce'rest,par FBC,TAS 202-94 4)Imp Missile Impact Toss per FBC,TAS 201-94 5)Cyclic Wind Pncssurc Loading per FBC,TAS 203.94 along with marked sup drawings and installation diagram of an aluminon fixed window,prepared by Fenestration Testing laboratory,Inc.,Test Reports No. FTL-3835 and FTI-3850,dated 07118!03 and 07/31/03 respectively,all signed and scaled by Joseph C.Chan,P.R. (SubmHred ander NOA No.0"105.61) C. CAI.CVI.AT'IONS 1. Anchor verification calculations and structural analysis,complying with FBC-Sr,' Edition(2014),dated O5P.A/15,prepared by manufacturer,signed and seated by Anthony Lynn Miller,P.E. 2. Glaring complies with ASTM V.1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulaory and Ilconomic Resources(RI.3t). Manuel P Promloa Contmol F.m NOA Na 1. Bxplon.Date:Febmary 19,2119 Approval Dmot July N 2015 R-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTMCATIONS 1. Notice of Accopmxe No.14-0916.10 Issued to Kuraray America.15m for their "Kuraray Butaeite49 PVB Glass Interlayer"dated 0425/15,expiring on 12/11116. 2. Notice of Acceptmxc No.14.0916.11 issued to Kararay America,Inc,for their "Kurmny SrntryGWO(Clear and White)Glass loterlayera"dated 0625/15, expiring an 07/04/!8. 3. 'l'REMCO Part No.TR-14271 E EPI)M exterior glaring gasket complying with the following: a) ASTM C864 Specification for Dense FJaslomeric Compression Scal Cmskcta, Seting Blocks,and Spaccrs with Option R exceptions. b) ASTM 1)412 Standard-rest Methods for Vulcerawd Rubber and Thermoplastic Elastomers--Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Propcny-Compression Set for 22 HRS 158°x•. d) ASTM D 624 Teat Method for Tear Strength of Conventional Vdcanin:d Rubber and Thermoplastic Elastomers of 143 1b/in. F. STATEMENTS 1. Statement letter of coal'omrmce,complying with FBC-5°Edition(2014),dated May 20,2015,issued by manufaeturm signed and scaled by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated May 20,2015,issued by manufacturer, signed mad sealed by Anthony Lynn Miller,P.F_ 3. Laboratory compliance letter for Test Report No.Ir171,7212,dated 0321/13,signed and sealed by Marlin D.Brinson,P.E. (SabmWed anderp7edW ar NOA Na,/3-050203) 4. 1abonnory compliance letter far Teal Reports No.FTL-383S and FTL-3850,dated 07/18703 and 07/31/03 respectively,all signed and sealed by 7oseph C.Chan,11.E. (Submitted Ruder NOA No.03-/105.01) G. OTHERS 1. Notice of Accepw=No.1341502.03,issued to mr Industries for their Series"PW 701/720/920"Aluminum Fixed Window-I-M.I."approve!on 07/18/13 and expiring an 02119/19. Mus P Product Control NOA No.1 F.xPiratbn O.W.February 19,2019 Approval Date:July 092015 E-2 • • •••• •••••• • • • • (GENERAL NOTES:SERIES 7201820 RATNG IMPACT_REESIBTANT FIXED YVINDOW -VMEe, RAVQ MOM= • - sEEatlEErsa-s 6NarsaeoLtPAcr •••• 1)THIS PRODUCT HAS SEEN DESIGNED 8TESTEDTO • • • COMPLY WITH THE REQUIREMENTS OF THE 4r SUCKWPDmH FLORIDA -.�.m�wan7H HBUILDING ••••• • • • URRICAEZONEeLI1(HL71Z).01NGTEEHIO1vELocnr QrSUCXWOTH 4erSUCKwID�H• • • •• •••• HURRICANE Z01E •••• 2)SHUTTERS ARES REQUIRED WHEN USED IN UOO WIDTH LIGHT wane .all UGHTVMff* •• •t®�.TaaY1SIm Wain SMO DEBRIS REGIONS.FOR INSULATED GASB _rum -� I- WMAX F.SHEETS MAX. • rrl wi00e F1Aldn wsTAUATmNSAeovEmmnEHvanEoureoAm aSDErs'I -0 SHEET °a 5 URE(CAP)MUST TEAWERED. _�N.sXFETs••I -� . _ 3)FOR NASONWY APPLICATIONS IN WAMI-0ADE COUNTY. i i ;--=- :• •: ... By Pd= ONLY MABIDADE COUNTY APPROVED MAEMM ANCHORS.MATERIALS USED FOR ANCHOR EVALU T ONS • • E.SHEET 0 WERE SOUTHERN PINE.ASTM OW CONCRETE MASONRY A� � A Tt � C I SKEET O.SYEETB I • O.�ETa • B UNITS AND CONCRETE WITH MN.1f9 PER ANCHOR TYPE. SKEET SHEETS g SHElET7 B6, • IS 4)AuWOOD BUamLESS THAN I-VrTwaxARE TOBE } I l.- I --- am+T I 0• •s3-ur • •• • • CONSIDBED 1x MWALLATX*M IXVMW B 1CXSARE T---- OPTIONALIPUNITIS INSTALLED DMCTLYTO SUBSTRATE. .� -�- -- SE-W- -_. -.- - viSIW.E • WOOD BUCKS DEPICTED AS 2x ARE 1•t?THICK OR tr MAX i / VMS" 11•MAX i / B3-WLIGHT GIWATEA 1x AND 2I BUZLS!WEN USED)SHALL BE O.C. / LOUT OA / _ VSSLE WMAX I / • DESIGNED TO PROPERLY TRANSFER LOADS TO THE r NBGHT LIGHT O.0 STRUCTURE.vow am DE81GN AND INSTALLATION S I - - i / 96' -� - i r HEIGHT r µI Ol Q THE RESPONSMUSTY OF THE BM03L(COR)OR i TP-TO ARCTTECT OF .(AOR). TIP a)ANCHDRF�1eFnaP.Nr7oBNusEwtFaw.muuee - ; >�' Ie,• o,sa SUFFICUTTS _ ON ALL FOUR C OF THE FRAME.INSTALLATION •� E d Aad SHOULD HE SEALED.OVERALL r I z SEALW(LFUWUNO STRATEGY FOR WATER TESLSTANCO OF g�J `-tee �{ I" Lz•MOXOr_ S- -O �"I 1---it MAI.O.C.z• `.�.SH�EET9 'R) INSTALLATION 8HA48E GONE BYOnERSA6IDSBEYOND MAX 8NEE7e MAX 6NEET7MAXMAX 0.0 5� )<O � HEIGHT THE SCOPE OF THESE P•iRUCnONB. z W MAX Dr SKIMS ARE REQUIRED AT EACH ANCHOR TVP.FLANGED FRAME 7YP.EQUAL-LEG FRAME TYp.FIN FRAME ELEVATION o LocArroNvmERETHEPRODIx:TISNOTFLU91mTHE ELEVATION STEDIIMI�T ELEVATION _STEP __M .-Z F SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING a a O APPLWLOADS.YWODIRIWASYOTHERS MUSTSE ydd > SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE t: THEMBYTHEWPIDOW. ir0� SHAPE$A8 SMOWAI BELOW OR Baa1.AR.MAY BE USED BY IL4CR®INGTE SHAPE INAC60Cx GUIDE TO MMU( MID OBTABONG�S1Otl PRESSURES FOR THAT BLOCK BOX FROM THE TABLES ON SHEETS 24L ea 7)DESIGN PRE8SVIM GENERAL FOTEs-__.-..__1 ANCHOR SPACING roBE 6•MAX FROM CORNERS ASID xrOA.MAX FOR ALL CURVED FRAME fir A.NEGATIVE DESIGN LOADS BASED CN STRUCTURAUCYCLE ELEVATIONS-..._-..-._--.7 � / NFXBERS.SEE FN(I/RE 1.T HIS SHEET. �xn TEST PRESSURE.FRAME ANALYSIS AND GLASS PER AOM (LAZING MAILS.....-_._.._2$ Z H3170. Q DESIGN PRESSURES-._._.-2-5 1TO.C. / F'- -WIDTH--.."•i I-WIDTH+I F^-WIDTH-�I F�Wom -1 BBFK .PoamVE DESION LOADS WED OV WATERTEST INSTALLATION,FLAN GE.-_-S MAX r-� ---I ---I r'� n -I Z �y PRESSURE.97RUCTUiAU CYCLE TEST PRESSURE FRAME INSTALLATION,EOIAL•LEG_..T "f ANALYSIS AND CLASS PER ASTM E,300. INSTALLATION,INT.FINA-_a L f ti IO CORNER ASSEMBLY- DESIGNED FRN 8_..__9 NSIGNEDTANCHORAGE OWTHEWINDLMOM DSCORRESPO CORMERA83ERSI.Y TO THEEUro REBgESIGNP ESSUIMTHE33SPONOIIG E%1RUSIOIPROFLLEs__...._10 roREASE HAS HOT EBIGNPED IN 1EEE 33.OFTHSTRESS PARTSl18T .-10 NA%. INCREASE HAS NOT LEEN USED IN THE TORDESIGN S LIRA vaDDUC7.7HE 1ALDAD DURATIONPALTOR WAS IIS®FOR Imo_---wren - �I F'-'WIDTH--i H WIDTH 1 F- WIDTH_{ `CLL„II IN r r,AAr THE EVALUATION OF ANCHORS INTOVAM ANCHORSTHAt TABLE I: 7 l--- - -I 1- -- Irr -n OS1Y I.YN�r JLl`��' COME INTO CONTACT PATH OTHER DISSIMILAR MATEMAS Type DL'ScaPOoa 1 1 T �1 y W.: LLCfros(>'•.,F,p': SMALL MET THE REQUIREMENTS OF THE FLORIDA d a yy a y SUaDwocoOEFORCORRO&oNRE&STANCE 7 7AWtext far Ao AW "PVS•a a'Hal 1 9' 1 I ' N: No.50705 ',"k •REFERENCES:TEST REPORTS PTL3B33.3860 a 72iz; 3 I.UtB'L411IM LIW -•T�-7'n Ak 3mS•M-.ANO' •31 L V LL. .I 1L , _ ELCO ULTMAWN NOe ELCO CRETWIF.x NOI ANSIAFBPA -v " Nos FOR WOOD CONSTRUCTION ANDAIMMINUMOESION QA ° ,•UWU.L 13 T•7 H• ,-t )..- wont+I WIDTH,--i WIDTH .1 '7)'•. Z�S �- MANUAL.. a Intl 18'Aa-.09p'SG•3HCM r- -"1 9 IRRIE Baa 8•HB-AOCBG•3i18'10 . {1 - t r -;�C ',[O 10)THE 720 SERIES USES A Pa INTERLAYER.THE SIO T 1•WB'LSM. AI-2ne - -3H8' I I ld. �' NtiOP,.••�,C�. BBaESLEESAN80IDERLAYMTNE720ANDMSEMES 8 1- T•7 AP- SRN• a I /j I I a5 Y 'r,7�lYAI.E�•• WrES USES AN 80 ED IS THE 701 SERIES. Q90'=-NUPARAr sENTRY WTEf4AYER'Iw PIUWWAr AL�IC/4 W0 ( A 41 »TT 'r� WB-"7aMpRAY BUTACITE PtlB IITERIAYER'BY ItURARAY AaEmCA L A....PE. PxJaom 1 T 2 Window Design Pmmn(46.pQ forGlass 7VPs 1 RI KISLAMINATED_J IMiQ GLASSSTACK 30 -140 H a W-30 .1M H .M .1 0 N H N410 N 32 H N H430 H2O .l .l 780 ".OW'WB9t1EPoAVHI 34 1140 .).W Q-M I N .180 NM 1180 1180 /a wma H•7B. .-311IT HEAT STRENGTHENED GLASS 30 Lm H .f i/• 3116-ANNEALED GLASS- 1'RODIKT REVISED H N •l 1180 •1- H- H- 8 -11w N 3 Tr�atOUm FIS 40 H *'-'o 1180 N•14E .F •1- N-71.3 H B N 1 4 .1 4 Cit -� A.W-bb 1180 H2O N H-T.4 N-il U•t H 11847 .l 1 a 4 p,BP -baN N- 9 H- 4 ••72.1 • e •7 .l USSOATOIRYED H .l -1-772 .4 8 H- 1 H .1 N 3 .167.7FRA6E LEMeERS DNLV �+-LANG BOE �Y M8p N• 9 N•10.6 H•il. •1 N 1181. ®+i-7fa'O.C.!!NL _� W 4 .1.7t.5 H•4.1 H. •14 L +1431 H (3)--� T .1- 4 .1-7s •I- 4 N t p{IERIOR tiI� _ � a NO CDA EE THIS 9 64 .1-774 -Maa-m a B 1 N. 1. .418.9 U .3 a (� 13 , .1.4 H• .S N 8 eD .l• 7 -47-1 7 GLASS TYPE 1 62 a.L , �I 84 7 •416. _i----LONG SItE .�.ea SHORT 1) I704ENSKIKS BHwtvN.POS FLAI4GEO WQmOWS.suaTRACT P FROM THE IT670-TPORENWONTO OETERMPff THEBUCKaaEwaM SIDE a -� 2)POR SMNOT MOWN.ROUND OZTOTENMAVAaASESNow ORLOKODaffNSM p a 3)FOR ARCHITECTURAL ININDOWS.MOTHE SMALEST VONDOW SM w THE TABLE ABOVE WHICH THE OWMI].O:NlEN TOLY FIT WITHIN OORI=ZOM BHYOtN�M. b iTg! ffi O n TABLE 3: Wbidow Design Preswm(4F.Psi)To7fDass TVs 3 Z 1.t1+s'NON. "16O 72 1 TB 1 & W (BARB BTAt](� ...111 GLASS TACK➢30 N .lam •I .l m HED . I GLASS STACK 32 H H2O H .I1.1.7&13 •16-1 •/ N20 HED H I 31,0•IEAT -I SHORT Lpa 31 •40 N4D N He0 H H-m N H N40 H 3flS TELWERED GLASS-__ STRBRSfIfftED GLASS �1 SOB ®4! v 36 N8D H 780 N .1 H • .1 Y o � 9 98 N N H •I N8D N •• 4 HJ43 _N1SAMffALE00tA58 tl •/80 1180 H / .f•W H-7 H.m9 N 7116-AOL SPACE- �y-pY8 W N 1149 HA, H 11 H• 0•131 H 9 •1 �11 OTERLAYER � C .180 N80 N H N- 8 H.4.1 3 H .412 l 3 /8 •!80 N .! N40 H 4 •I.1. •I 1 N81/ 6 1 /1 LONG Q .f80 •! fM f40 •- 1184 •!. 9 USED AT CURVED �. Y S� MW M •1 N N H- .4 H.7t 11876 FRANE MEMBERS OAIY C28 OtASSMiEN •• N/• �.3 N H H• .6 N• a N41D N. -1•73.8 Y' 22 \21 1 -�I a.145.0 SIDE a�N�1ccK ---4-wva• GLASS TYPE 3 so H472 Nv.58705 01-718 -q-149 11 DHENSIONS MANDL FOR FLANGED WHAOWS,SUBTRACT I'FRtM1 THE TIP-TO-TIP DORNSION TO DETERMINE T10'BIlCK OBJENSt1N. 2)FOR 81IE8 NOT SHOVM,RWIO IETOTNE NElO AVAOA&.E B/IWIT OR LONG DZIEN N. A ..T TL �� 3)FORAILCNTECTURALWM06W5,FDO THE S11All.EBT KINDOW BIYE M THE TABLE ABOVE WHICH THE OVERALL DMlIQIIMIS COMPLETELY PIT WITIM -%�•��.�.;c[OMl)N. a� r•NIPI„1� A L"LOLLER PE PFJ wm • • •••• •••••• • • •••••• • •••• TABLE 4: _ - • Wlndow ollsign n pRNBU i4},Petl WT•ime rA=2&a •••i•• •••• • • • H1-A8 so t x,12 tit ,18 t 123 141 • • • 30 N .I 7� N a H •f .180 H H H H H .140 • 780 H HAS • •• •••• 32 . .180 H N H H N .1 • H 1180 N H N81 H N40 .1 N H N 780 N H H N 1180 1180 N� N H N .I80 .! j'nQl>y,LT �a••• 30 H H • N H .180 .f40 .f . H H N .! �+�4^ 1180 .I H H H H2D --*74§r- .1 H N .140 • • �•(8 O 40 H .1 1180 H •1 1180 N 1 N •80 42 N410 • .140 H4D 1180 Neo H 1140 N 1180 •I 1 N 1180 740 N-00 N tD N 1140 •I -40 I � • 48 .1 1140 H H H8p H Hop N8D Ordvflo G mo, 71 48 H4O N H 40 H • H • N4D .140 N H N H .1 • N H 1180 04D N• 1 • a 54 H H .! •I.7S 1180 N H H.7S1 1180 N •• • 60 114004 .1.a0 H• • 62 1140 N80 • 1140 N ea n Q a •718 yNQQTE��s; 3 t)3UCK DMENSIMSHOWN.FOR FLANGED wDIDGM.SUBTRACT P FROM THE TP-TO-TP OQENSfONTO I•TEFUVa THE 6=O@®7&0.tl. ap QQQ 2)FOR SIZES NOT SHOWK ROM Y-PP TOX:NEXT AVAILABLE SNORT OR LONG DD i. >- A .IW }A 3)FOR ARCHITECTURAL WINDOWS PIND 7Hff SMALLEST WINDOW SW IN THE TABLE ABOVE WHICH THE OVERALL OBEf490NS COMPLETELY WI'VATH01. Lai ZLL ale I Q O i _ Iw3�, ITABLE OBAENSLONS IAAY BE _ a o GLASS STACK ORIENTED VERTICALLY OR o� �`+ � 7116-LMmNATED I ,I THS S STACK HORIZONTALLY AS SHOWN. 2 LL z .� F ly DUOS STACKLONG I auLas sr�2c O �-3N8'KEAT STtENGT RNEO GLASS SIDE _A/tSIffANIETMYRR Mir TFgPERED GLASS • _-3116-HEAT SIiffi4GTHENED LASS LOWS9)E 3116'HEAT STRENGTHENED CLASS -STE1NOTIENtO MASS 7HV A\M SPACE-- ..�WMINIERLAVER SH (A,)-\E " _1. V" J � \� SHORT 8 USED AT CURVED IB®AT CURVED � - \� -�•i ORT /, ea 1 $ FRAIE MEMBERS OM.Y`telBfE FRAAE9EMBFASLIIG.Y Cps,- gj i?i ®11-7lS O.C.MAIL`/ ®iM7/a'O.C.MAK GLASS BITE n l¢ C 7 � J Y, /ti 1 0 13 4l C,22 �21 13 `Y GLASS TYPE 2 GLASS TIPE a � op I SITE •�``�Nv ILF'N:fi.Anil'''• .'sc its •..,p Mo aC"M5 SHORT ;•U Q - s�E S7f�r-yrs l ilrlt'�• 0.LYNN YLLER P.B. PEAfeT06 t TABLED Wmdaiv DlftTlgn Pleema M p901arGlase Types 7/fb•IAMWATED- 67• 78 64 @ , 94 WaV2 caAsO STMX I r 30 4 .901-Am 1 S .90.11.tl .941.108 .tm•7ffi -telt-.w--w5 . -1 -1 .9 -.ORT'SO INTEFD-AYER .967-tib •9W1 •e W- t 1.e .901 T -957 .90/- 3 •N 9 .1419 3/ 9 •100 .90-5.1 .4 N94.4 .181,5 bMi N• -l-YS4 3118-ANNEALED GLASS 31m •415 N H N. N .1451 ::.R N-712 3118' OAASS P�Vob5eo Plante H N-B72 N 7 H- 1 N• N 9 85 \\\ 40 WO 8 •I 2 Hffi8 .1• H- 1-4. 0.1. H N 1 1 H C^ 17 _ IMdMvMCoda ls - 1. .1 807 .1-771 0143 N-71. 2 N 7 N91.0 H ./ USED AT CURVED `` 44 ♦•I.K H 4 - N 4 N• 1 N ♦/ffi .12 H FRAME MEMBERS ONLY C2B SG' GLASS H .1-me .IdO. 8 H •9. ®11•IfS O.C.MA%. GLASS BITE r-LONG S= BY so •I •A3 N- . 0 .1908 Ndr.S N•71.1 3 •14167 1 7 1"T �\ •/- • •1• 1 N a H851 •1 5110RT � 51 .l. .1. H. ^ ' sm b : FET •/-758 /- 195 H �3 RE f✓ $ so .1.127 i H GLASS TYPE 5 �+ 02 7 H A 94 H 7 .795 �•.---LCM76fEDE „{ S 44 3 a W-718 -147 M a SHORT 1)ADGJENSIONSSHOWN.FOR RANGED WINDOWS.SUBTRACT V FROM THE TIP TO•TO O0IENSOY TO DETERMINE THE OUCH MENSION. 667E a a 2)FOR SOE8 NOT S10WN,ROIIAO WTO THE NEM AVA4ABLE9HOTTOR LONG OBEN100N. a p 3)POR AROII7IRTTURAI W9mOW&FSIO TME SNALLEBT MOlID6W&2E INTRETABLEABOVEWHICH THE OVORALLOaIENSIONB(. '�LETEIYFR VATNW. } tM1OLI 4)TMS SHEET APPLIES ONLY TO FLANGE AND EOUAL-LEO N4(DOVS.DO NOT USE WITH FIN•RRAMED WINDOWS OA V TABLE OQ.1ENSt)19S NAY BE p� � W HtMIZ6MALL A�S�L8HOWN. X t��vI� � 767 ' � tUUN1 Ej Xpo q �jg( O TABLE B: F Z m 0x Z Z i MW=Design PmSUDg(+A•Pal)for bias Type 7 r� c Z i a O vR o L� LL 67.718Ifll-4 SB Q 140 104 1 1/2 1-V76-NON..Lys m O 30 WA30 .90- •0.120 •W.1&6 WW- .90-11 1 •1+ • •115 -127 • - GLASS STACK I 711VLAMNATED .W(.t . •1189 .90.148 Hilli b .1 NDF104.9 •967.1024 •801• .90-t A .T I GUISSSFACK •�- 1 •711.7--w-Two-.967-/W.S - WW.ffi •80.92.1 - 4 N- N990 J SWRT 38 1 .=.I -1 i 488 -913 ./ 0 • .1ffi H .2 3N8'TE50'FIEDOASS 3H8'ANNSAUEOGLASS ""• 801E 38 .111,2 .9 •.901- 41. •1 H H 9 N 4 -- ® F 411 0 • / -0.1 .1,8/.2 .1 .1 -1 1 8 -10. rr18-ASI SPACE- „e ,«-.09rSGWTERIAYER 2 .90 H A 1 6 ./-77 N-T31 N 8 40. 222M H t H952 H 1. H- .B N.4.1 NJ0. 1 N 7 °d r�48 s1 2 0 2 •A 2 0-75 N-71.7 Hffi1 04-.1 4 9 Z48 5 •1444 0412 .H .2 H-T33 Hffia H e LONGUSEDATCIiV® Y S.4H T H-7d4 1 N-71,3 H B PRANEMENBER90NLY 2BY8'♦1$94 04H. H-7l N- 5 Hffi CilABSSTE®tl-Mrd'O.O MAIC0164 .19.8 H- N 4-71.8 •/•BSe N .4 117 N- 8 - II 1938 0.794 -1-M4 WttH It lllfllr 62 His H TL2�0 .Hj 1.738 C C7 Q3) woRT �„ .`W♦pR7Y LYNN,:f/I r1j H-7B N-4 GLASS TYPE? SIM80 �vdS�.-'t1cENSF'•.�P,p�:, 1.40 ' Nor.58x05 NOBLES,DWEf$ITIS SHOWN.FOR FLANGED WINDOW&SUBTRACT V FROM THE TPITO•TIP ONENSION TO DETEME THE SUCK DIMENSIO4. 2)FVR SUES NOT$RO M.ROUND 0 TO THE NW AVAILABLE SHORT OR LONG DBENSIOl. � J'.��XI 3)FORARCMITEC7URAL WDmOWS.RNG THE SMALLEST WINDOW BuE W THE TABLE ABOVE WXCH THE OVERALL DOtENBiWS COMPLETELY RT 9IT109. ,T s 1V: 4)TMS SHEET APPLES ONLY TO FLANGE MID EQUAL-LEO WMIDOV9.DO NOT USE WITH RN-FRAMED YEN .C)t., Alt' S. llr: Pk/89105 •••••• • ••••• TABLET. _ ___-__ • Y8n1ETW Deal"Pressure Hh Pa11 f7K18ase Types a B g Goes•� • ••••• • • • 72 64 68 92 10(1 112 Ito / --T2-a-7-i32f 1 • • 30 .0-130 -IM •t •iso 13D 1 -/ 4 -i• -1,79 -1 • - -130 401- • •• •0000'••• 6767.130 •1 .130 •13D • ., .B0-t - T30 .01-130 -1 •1107-130 .901.130 •7 WO.130 3< -1� .730 •tb .130 •p01S .130 •1 +80.190 •t WW- 1 -f3D .90.130 • -1 .130 •••• 36 •1>D ♦90.1 ♦ •1 .130 -1 •t -13] • • f�adOtihs 30 •W l- -1 130 .90.130 .90.7 .i .130 -t .1 .1 .7292.BW-t IS-0 • 40 1 .90190 .130 .90- wad -130 •90.1 1 -728 .0-123,2• •90.1 IT9v Ji{_• 42 4 .801-1 �9W-1 .W.1 .1 WO•i -07& - -119 0.1 4 • M .90-130 •130 •967- •9Wt -130 -t .90%1 .tl •1%4 •, 1 .BW130 .967.130 •80130 -1 -110.6• •tt •MIO-f9O .90.1 WW.30 -t .967-1D .1 5 • ED A-X WW.37 -1311 WW 30 . VO 670-1 4 • •967 1 t t3o • ATH H -7b-,WWO-130 .967-flD .91 a.t DATE: D/ .90-130 -M-IM •,3o m-i •• • .130 -tm Wm-134 ,30 W • 02 130 670-1 • 84 Wim .80.7 n p a 1) DIMENSIONS SHOWN.FOR FLANGED VENDORS.SUBTRACT 7'FRON THE TIP -TIP DIMEK%ON TO DETER THE BUCK MENSION. a � Q 2)FOR S2E8 NOT SHOWN.ROUND l$TOTHE NEKT AVARABLE SHORT OR LONG X&{ 3)FOR AROaTECTURALWINDOWS.FDOTHE SMAILESTWINDOWSM W THETABLEABOVEVAOGI THEOVERAiLDdEN810NS COUPLE TELY FRWITHA Q}Ry �� 4)TMSSHEETAPPLES ONLY TORANCE AND EW&-WGNSTOWS.DONOTUSE WTIH FW-FRAMEOWINDOW. a a TABLE 01MENSIONS MAY BE ~ yyO (DD as ORIENTED VERTICALLY OR �o I.VIONOM. {.r- HOtQONTALLY A88FiOWN. LLO HMS-LAMNATED OA86 STAG( I �.- TOMS STACK LONG aaSll n GLASSBTACK r- I D90'SO P/TERIAYER 3H4'TE7r"mOA88 -3/16'WAT STRENOREAEO MASS LONG SmE Y ® 2 K WVHEAT _-.3HSHEAT STRENGTHENED MAN r I = N STRENGTME'+mmAsS TRW AIR SPACE. _ _.090SOWTERLAYER SHORT �\ Ot5 MEAT BIRENGiHE1lID SARs- - // ♦ $yq� SHOR USED AT WRV6DN17 \1 -� USEDATCWCVED8l� -_� L - \\ SIDE $ ;; oz F'RAOE IEAES6 OLLY ` 518' RRAHR.'MEMBERS ONLY m Q11-rI8'O.C.MWf. GlA4S BGE ®+1.778'00 MA74 - - LiLfiiC D.E. 7.3 7 -� �-•-SITE LONG SME -'-� a RXTERKA zo (22 21SIDE J 7 LYRA' GLASS TYPES GLASS TYPES N.58705 •..'k SHORT 15 UT.. S NiE WE '7iS!UlVr1l E�•^ A LYNN LWIER.PE PEDTATeS 2K YA000 SUCKSTRIP INSTALLATION INSTALLATION EONOR PRA110a WE -TYPE B r OISTW+CB NOTE 2.THIS SHEET TYPE C INSTALLATION '^ -- - 1 CEMBEDMENT IKWOOOSUCNSTI�. TYPEA T _ tta•Mwt SEE NOTE 2.THIS SHEET Eml NEXT I` SBM PBMIILT RSvtBED 7YP.ANCHOR TYPE.ERMOSTRAAND __ STANCE yywH08ECbdQs T EDOSm TAMC EP ERSSHERATE. - OISTMCE - EDGE B\ BEE TABLE 6.THIS eXPEi ANO IS 9 DISTANCE �.Iw MAX % Br SMSA 1 TYP.ANCHOR TYPE, • TP.ro.Tm 1O1)®UiSR7EA1D9-,ETEABM7M'BQOEEV.JCDRE.nM1M3EaAiD9IL M •�• •.••II �-JUfLI�\L 1/1 ..- -_--i- DISTANCE FEFt SUBSTRATE- ,. •. NO_ u<UF S A„LLgO :$O SEE TABLE B.THIS MET •J MSUILPER ---WOIDWugRYD7H REM BGWVM 2-JRT »HmaZ�g¢0.i,Io S °SmQdH 0IRE"1•4WWDONS"WD7H YANOW TP.TPTPWWDOriWm7H PERMSUPOK �TREEN R HEIGHTa +aMrxBmHORIZONTAL SECTION A-A 0 n2 STEELPRWVISIBLLIGHTEMEHOHr sEIP-DpLLLDm snsTABLE BYa O.C. L.H TABLE S. HEIGHTTHIS SHEET aKK. ,Amm �. vmexyw can- ANCHOR IRE RUCK i a zzHEIGHT. INSTALLATION ENT _METHOD D .,gOI INSTALLATION ANCHS I. IT UI KTHE O7Ko-a m^*S aw BEADING H S m. wh 318' HLHIae•H>a it ®ffi Z g +- r �+ /�� MiaeaorAPPRGvmMuwau Ya•noHleaevsra mngmaOma.J.SSiaB r tau• ��o�J (SEE SEPERATE NOA}ALUESBIM CnrcwU(ah r t t S S�BUB9 TEFRAMING MP Imo& w Bud LRrxrn � _2-Ur 14V tr Z /-� - TABLE B.Tmn 8NEST 2 is U' �J �.+u•MAz sIffi+ s.s t. au• L�L M+s•swNumbwl + Ir _((( •MIN.OF J THREADS BEYOND THE RiETAI BU887RATE ixwooDSJGIERiP. I SEE NOTE 2.7103 SHEET • WNCRETE PER EMBEDMENT ANCHOR INNSTALLATZftNOTFs `Qz+• + 'sF'','A �- •• REQUIREMENT :r •''.3r t.USE ONLY ANCHORS LISTED ON Ma SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Nu.SS701 II •• 2.WOOD BUCKS DEPLCTED ON THIS SHEET AS•1)r.ARE BLM2M WHOSE TOT/LLTKICKNESS IS LESS YHAN 1-I.tx VNOD SLICKS ARE I� Op7ANt,E TYP.ANCHOR TYPE.EMBEOMEN+ t LW IF UNIT CAN BE INSTALLED DUMMY TO SOLID CONCRETE.WOOD CKSDEPICIVD Q' AS WARE+-+ THICKOROREATER. INSTALLATIONSUM t•. 7 �C� ;•ru' TYPES \ AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD SUMTO BE ENGMEERED BY OTHERS OR AS APPRGYED BY AUTHOFM HAVING :,cam:.•, I.,E Uf mow`: SUBSTRATE.SEE TAME 8,THIS SIFT JURISDICNON. /` '..;CORIL}.-' \•: VERTICALSECTION BB FRAME JORTDOECUARBOSOND0. UODWt�UNAL '` L IF APPLICASE LOWER DESIGN PRESSURE FROM EITHER WIDmOW OR ARRLON NDAAPPLIESTOYAWLE SYSTEM A LYNN LEITER.PE. P"50705 2X MOD SIBKSTRW INSTALLATION INSTALLATION MOE OR FRAMING.SEE TYPE TI'S¢ -EMBEDMENT DISTANCE NOTE 2.THIS SHEET i%VRW08UQISTP�. ------ -� E�Fnt�xr SEE Nate x.THis sl♦�T� INSTALLATION -``-- '- __ -, L -rI r- � TYP.ANCHORTYPE,EMBEDMENTAND EDGE TYPEE _ _- -- - EDGE GmsrANCE&PER S SUBSTRATE. _ DISTANCE �OOU me.�g 1 Fkdb EDGE E TAKE THIS SHEET OISTANCE -I• Aa W .24 J.• Dm° 11'rAK G L9 • r 2 store -- - - •. • • TYP.ANCHM •• - - _ •• • Ed1�OMFNT AND EDGE _ •:•• • b GE 11 DISTANCE PERSUBSTRAR _- - m :•.•,•.. TIRO S SEETABLEB.TMSS4.ET .. K 2Ef1�USED AT l9MYE0 !. .e - 4 -, 0 E ••••• FRAME MEMBERS ONLY I VISIBLE LIGHT WYK". 8) ��1 •• rt ®1t-Tr O.C.MAK. - WHOMBP1CKWOM-23N• -� • �' • • PPAANCHOR V9V90Vl BUOL WIDm- - -- - ••11 • REamt�+r � HORIZONTAL SECTION C-C OU • • HEIGHT lw MAK.S m _ •• •• • • n26TEEL I :••.•: W BELF4WWXG SMS V� (OMI.Baum TABLED: • Mao.. •• UL�-kEe d ML HEKOR'• AHRHm BHmawm ow.me �• • F pg womm BUCK Y 2�.W• INSTALLATION _ lydwnaaroee evw+' wh I •• R z a i $ P TYPE H Tam .sJ m' • • a p P..f90UM9In 1C 1 -3{ 1� 112 w1W lihm ecmw LOMI 78 mh1 W.I. 1d' 0 it N ii1l% etma BMIe .0.9 LS• Sas m• o� z LOAV14MM APPROVED M1011000 ila•OM lia CHmaPliwi TY Conmae(asl3JSkw) r ISN' tr 21 (SEE FRAMING NO STEEL STUD � r 1 1? � Q /el STEELSUBSTRATE P Eff1 IES. M 2• it Z {oU ^m L"J SEE SUBSTRATE PROPERTIES. yr 8tao1 LBwCan U 2-VT 9.UG• it S z -{ TABLE BTHIS BELT t t? 1 1? Jul MKSm �N• Tal)ST - •MIX 0F3TIBtEAO9 BEYOtM THE METAL SUBSTRATE. !�a --_- 1K YA700 BIICKmw, rYrY + SEE NOTE 2.THIS SE7 E } CONE PER Ni t1GENGF•.F,P ENSEDMETfT . ANCHOR WSTAgAAMONINTTES: No • •• REOUIREtENT _ IH. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMSFDLENf Arm EDBE SSTANCE LDATS. INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS TK•,ARE HUCK6lV+lOSE TOTAL TNICNOE89 iBIESg7HIW 1-iR'.1KK000SUCIt9 ARE :A'-. •j1/�j �` TYPET �- EDGE •TYP.ANCHOR TYPE.FIiS®MBNT OPRONAL IF UNIT CAN BE INSTALLED DIRECTLY T080LID CANCkETE W000 BIKDEDEPICiBD AS?%'ARE t-i/C 7NK:KORGRFATER. "-,C),•. ST TE DISTANCE .AND EDGE DISTANCE PER INSTALLATION TO THESIMMYE OF W=BUCKS TO BE ENGINEERED BY OtHSASOR AS APPROVED BY AUTHORITY HAVPRi 9UBSTPNE,SEE TAME e.THIS BEET JUR60ICf10N. '•ttt•.R<<M1IIDA,. \�: VERTICAL SECTION D_D SS�ONAL S FORATTACHMM To METAL TIE STRUCTURAL MEMBER SHALL BE OFABE TO PROVIDE PULL WPPORTTOTIEWiDGIYFRAE. rrl11 IH a.IFAPPLICABLE,LOWER DESON PRESSURE FROtAETHERWK WVORMUl=NDAAPMnTOVMLE SYSTEM ALTM+449111.ER PE PF3Ni06 TIP.ANCHOR TYPE. 2X�NBO•� msrA�IAnON EABEDMENTANDEDGE Eecse�ENr INSTALLATION DISTANCE PER&SSTRATE. NOTE 2•THIS SHEET TYaEa _ TYPEK SEE TABLE IO.THIS SHEET - -- ___ EDGEEDGE INSTALLAnON _- ..�=�7 DISTANCE DISTANCE 11 EDGEDISTANCf +I —TVPEI =_ __ 2%YNOODSUCN SEEIUP ��MHelg 6�mF1aIM. 2%LV0008UCIG4TRW OR SUCKi.SEE- Ck 11 � •� NOTE 2.THIS SHEET b NOTE 2.THIS SHEET tf(a•NA1! -N} TYP.ANCHOR TYPE.EMSEDNENTAND _ _ -__ 3 SHIM I EDGE DISTANCE PER SUBSTRATE. / 6) BEE TABLE III,THIS SHEET N EMBEDMENT g/ EMBEOVPNT '> O I SS T usmnrcuRVFn – —_ FRAAB MENBFRSQVLY -- ®N•TIS' IT SUCK VISIBLE LIGHT WIDTH- O QQ�y HEIGHT t(C MAIL SFSA �{ �•�- 1 ..� - WINDOW BUCK WDTH-2-W WNDOWWBUCKWIDTH _ _ - -�'7 0 O t� VISIBLE INLIGHT _3TALLAnON HORIZONTAL SECTION E_E z� �S HEKPIT- TYRE L p> 6 3 rrwoow O RIGH 01 NG EEL 12 SMS HEIGHT SELF•ORO LINOS MS O.Z '` EXTERKIR 2314• 1GN.SEE TABLE 10, ... F a THIS SST TABLE to MID.Eda. M..O.O A000 &XmD�e To B NCMp e O 4 a. P.. w� 2.2'a.,3r ONreONf N30 .T. P.T. Q F' P.T.BOI a—WaB �2X WOOD&MdfSTRIP EpX7 PoflR 0W345.6.OR ,SEE _ J'� �o a r��S�'• ut8'A3a SIeA,.` NOTE 2,THIS SHEET v —tE StBd Orb• ty n b tN•MAX SHIM MWMI-DADE APPROVED MUU-ION O J� (SEE BURSATE NOAy ALUTDNUM •�.a 37HREAOB BEYOND METAL SUBSTRATE. _ y STEEL FRA TE Wt BiEELBTUD. LL SEE SUBSTRATE PROPERTIES. kYI'x^0 INSTALLATION - TABLE taTHIS SHEET f�pfulnryq WOE DISTANCE :'Q?1;'•�,GEks,*'�F•(��: - —_ _—.� WSTALN7Kn KITES: -... TYRANCHOR TYPE.EMSEDMENT t.OSE ONLY.LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGEOISTANCE LSDTE •r Nu EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE.SEE TABLE la THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'Ir.AREBUCNSWH09E TOTALiNNO1WESSIS LESS THAN I.17.U`WOpp SUCXSARE _ b/��!�`(~� OPfIONALIFUNIT CAN BE INSTALLED DIRECTLY TO SOTD CONCRETE.INDOO BUG4`OEPICTEDAS'DCARTUZ'oBDLOR GREATER .p STArrM INSTALLATION TO THE SUBSTRATE OF VOW BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY Al ORRYHAVXG �().•. STATEDN4w:. VERTICAL SECTION F-F nRBeDXTroN. f ''•<oP,gp.. .� 3.FOR ATTACHMENT To METAL THE STRUCTURAL MEMBER SHALLBEOFASW TOWTOViDE FULL SUPPORT TOTHEWINDOMFRA6E_ ��SS�UAlAL�1JC•• 2.Innen• 4.ff LOWER DESIGN PRESSURE FROM E"ERMG0WOR MLBI.IONNOAAPWEBTOW"RE SYSTEM ALYNNMP¢p PE PEA2X WOOD BUCKSTRIP B106 EDGE ORFRAMING.SEE INSTALLATION TYPEMWSTALLATION EMBEDMENT �� NOTE 27HIS atEET INSTALLATION_TYPE M rd-5 FOR TTf19Rd9TAL A� TYPE.N T LL ANCHORS M Y. I'FOR THIS DWALLATION ANC110RS MAYBE NO METHOD ONLY. ` (r 1(9'IAA% •MGRETHAHr OD. ANCHORS MAY BE NO _\._��.._� EMBEDMENT SHEM 1XMKIOD BuaIBTWP.s� PRODucTRllvleeD •MORE THAN CO� - a WOOD BLICKSTRIP NOTE 2.THS&EET +�d9e6a0mt . --" -- -ORF'RADNO.sE3i •• •'A.y, H�,m 5 NOTE 2.THIS SHEET •• �\ TYP.ANCHOR TYPE.EMBEDMENT AND • I of 9HW _ EDGE DISTANCE PER SUSS7MTE. — - • By • �l GETABLE It THIS FEET ... :• 0 Ca2d • 4 TMP.ANCHOR TYPE, v EMBEDMENTWANCE PER SUBSTRATE UBSTR — i•.' • Z OCHAN - OETABLEERBUSSHEET (3 & TE: 7 11 BEE TABLE 11.Tf09 SHEET ` •...• USED AT CURVED DISTANCE - — ...»/ • u Tx>ER —)=AT= N)FRAH<E MEMSH6 WAY VVp BE ®f1•7Ir O.C.MAA CONCRETEfOQ PER ANCHOR �•� n \/// WHEIGHT INDOW SUCK IW MAX SHIM I WDA EBUCKW0�TH-23N �. •, ; p WINDOWBUCKWIDTH v...... BR R W L INSTALLATION TYPE O HORIZONTAL SECTION G-G 0 o :• 49 Ice �L ?� g LU SUCK HEXDR= IS POR TNI80STALIATHIN W XoO E6 WINDOW OETHOD OfQY. TABLE 11: • • • FZ m 1d. • HEIGHT. •MORETHANB'O.C. APd. SAW.Ie W.SOP Old— AdL Em6a.�0 Ma .G • 0.0 NO 2-314• .7. m W •• Q Z 4 Z as ,rte n2 STEM n2trf1a4TOSSS— SELF_DRAUNO SMS maM 91C 0.016• 0• 6' ten SEE TABLE t0. P.T.S._WPB f0,8' WIC C Lo T T BS SHEET Z n2ar0f4SIOMSmefBNC+S 'SW C O N 21 TYP.ANCHOR TYPE, n� i t • r Q E4SEOMENTAND111. L63 B DISTANCE PER SU387RATF U4.410 SS OCWI. CUNR7a NNVL 9.38 r WR' Ir Q _ SEE TABLE 1 t.THIS SHEET l B 2.ee 13.4• 3 3 CO FRAAM OR STEEL -40ADE APPROVED MULLION CmmvU 2A0 2-OS WIC TT 7 \ r-iN•MAX 8111m STEEL, TE OALUMINUM STUD V!•Steal lfiasal 2-ifl f-1 1 f}pU( Il SEE SUBSTRATE PROPERTIES. 2. 1 17 fy TABLE tI.THIS SLEET AIC BIBN UBaaaP 33 1-014• I 1T INSTALLATION - "- 1 f7 TYPEN mil-=--_ 1X WOOD BUCISTRIP. •NVLOP 3 THT"M BEYOND THE METAL&BS7RA7E `Hff1I' erl Nryy' L SEE NOTE 2.THIS SHEITT �.�NrTf7 Ll'NN Qf�! •. WSTALLATION NOTES: EB®EDM6NT . ` '• . L . I.USE ONLY ANCHORS LISTED ON THIS BIT.FOLLOW EM9F2MAFM AND EDGE DISTANCE IOMiib. ' A`•.'-P705 :.7• _ 2.VOW BUCKS DEPICTED ON THIS SHEET AS'lX'.ARE BUCKS WHOSE TOTALTNX20ESB IS LESS THAN mw.1XW000 BUCISARE "J:,C( ,• OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS_Jr ARE f-V['iHOCK OR(IRFATER EDGE INSTALLATIONTO THE SUBSTRATE OF WOOD BUCKS To BE TTSIBEEAEDBYOTHERSORAS APPROVEDSYAUTHOROYHAVWO OSTANCE AIRo90CT10N '-C`;.�F�ofnO•a,.••t,�a';;. 3.FORATTAcmmENTTO METAL•THE STRUCTURAL MEMBIRSHALLLE OFA SUETOPROVBE RILL SUPPORT TOTHE WW)DWFRAE. ':,��UMAI.LL�1• VERTICAL SECTION H-H. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULUDH KOAAPPLIESTO WHOLE SYSTEM. .LYNN IYILER PE PE/632• F , ASSEMBLY DETAILS FOR /SSE,_Y�ETAfLS FLANGE 8 EQUAL•LEG FRAMES FOR FW FRAMES FXo»trrREVMm m aap}a0almthetgaMa A �wl8 2b 2019 AtgLEIXyTtRVEO FRA'W ASSEWLI' By 9D*CORKERI FRAME I Fan a �m.r N TMI S tt m I > DATE:0 AU.CORMERS TO Au1 TO usEtLILSXEr , ANDPOR SEALAM i I i ANDPDR 6EAINiT j j e i X e a 3 a MEFRM FaaNE a FIANOE FRAME ((pppOO EQUAL-LEO FRAME WTERED FRAME rdi11 UAIRM — E9TERED FRN£rP11n @ITEWOA o f N AND EXTERIOR FRAME WEIRS AND tt�� 77ii��GG F,ANOE FRAME (64KWM1 Wi CORNERftEY3 AT ISK011N10R M�R1IIYSAT Jp JJ W C� SCREW BOSSES.SEALANT AT ALL towvERa SCREW tI098E8.6FJ4ANT ATAU CORNERS Z� mU- �_ W �> Aw 09 Z Z O Z a z KK8 O -may_ ..t g U 7 0 TABLE tx I .Wr -� .DBa- bTr PO7PoR9 Oetnlp8,n 6AOht7e1 137c { tars-� Z 'd" twr 4]S 1FWgaO Ra,m AWn 606376 1__1 2 42BS Fquel{'B Famm Ahmt 608376 t 3 4758 kdww Ra F2me Adm.6009.15 + O FLANGE FRAME OEQUAIAEG FRAME t.t+ .DTr6. 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