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WS-15-599 (2)
Aift OKI s° t y Miami Shores Village \ MEF � \ \\\10050 N.E.2nd Avenue NE �' � � Tal Miami Shores, FL 33138-0000 3 �, Phone: (305)795-2204 ' \ Expiration: 10/04/2015 Project Address Parcel Number Applicant 173 NE 106 Street 1121360060390 MARIA PIA CELESTINO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MARIA PIA CELESTINO 173 NE 106 Street MIAMI SHORES FL 33138- 173 NE 106 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 HOME OWNER Total Sq Feet: 00 Type of Work:REPLACING 12 WINDOWS WITH IMPACT RE Available Inspections: No of Openings: 12 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee Invoice# WS-3-15-54842 $3.30 03/18/2015 Check#: 177 $50.00 $ 198.60 DCA Fee $3.30 Education Surcharge $1.00 04/07/2015 Credit Card $ 198.60 $0.00 Notary Fee $5.00 Permit Fee $220.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $248.60 In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that-all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. wthermo're,I authorize the above-named contractor to do the work stated. April 07, 2015 j` Author' ignature:Owner 7 Applicant / Contractor / Agent Date Budding Department Copy April 07,2015 1 1 Miami Shores Village -��•1��itl i ri dJ 3 Building Department MAR 18 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 10 -� BUILDING Master Permit No.0 J�� � PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Iia �gi 1 City: Miami Shores County: Miami Dade Zip: S 313 9 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: M P(U ft 0i�- cz-05 OWNER: Name(Fee Simple Titleholder): 5Lo Of Tf✓[,� Phone#: Sy 3<I Address: 3 City: (?`1�faM� W )f State: L Zip: Tenant/Lessee Name: t Phone#: Email:_1�4 ( /� 0) !r+rx' ( . Gr rNI ^ �5 CONTRACTOR:Company Name: � 3(% Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: --Value of Work for this Permit:$_ 1 �i ilw0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replace ❑ Demolition Description of Work: l�.fGil a C.t7�/(� � Uj a n '— S Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 196 (Revised02/24/2014) F 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. t r Signature Signature OWNR AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this k day of 20 2 4. '—, by day of ,20 by lY�7Cl�r` Ce&egtZWwho is personally known to who is personally known to me or who has produced ��12e_1 as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: M °b rin &Oty°�,� Notar/Public State of Florida Seal: ,1;;ana i�1 FEliCtc3tlo Seal: y k1iy Gorr rt;i cion FF 082753 4 e �roa gE;?Hires 01/12,12018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: �t 1, s XC4 Gk- CP,{ 5 DATE: ADDRESS: 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. I 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,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial r r rt- 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 L EL 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—op, 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 hftp://www.myfloridalicense.com/dbpr/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: Initial PA 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. CdrY , 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 day of /1?G/t,� , 20 By i!Iocho was personally known to me or who has Produced there License or 2 <_ as identification. WNE RY!- Nye Nrat uGlic State of Florida ,Joanna Nil Feliciano pAy oorr�:ris idn FF pg2753 '�o`fvtio� Ex�ir� 0111t?.o1 a, ' k a domstructures construction•engineering•design 1340 NE 28TH AVENUE #134 • POMPANO BEACH • FLORIDA 33062 (954) 947-0880 • WWW.AXIOMSI'Rt1CI'URESFI,.COM September 29, 2015 Juan Pablo Ortega 173 NE 106th St. Miami Shores, FL 13138 Regarding: Juan Pablo Ortega Residence 173 NE 106th St. Miami Shares, FL 33138 Attention: To Whom It Mav Concern Tliis engineer has reviewed field documentation for the installation of (14) impact windows "Premium Atlantic Single-Hung" (FL#11120.2) manufactured by Jeld-Wen with the maximum size of 53" x 92" and maximum allowable wind pressures of+/80 PSF. These large and small missile impact-rated products may be installed to a concrete host structure using a wood buck at the above project site as described herein. Maximum wind pressures used in the design analysis were +/-80 PSF provided per separate certification. The anchors specified in the product approvals referenced above have been approved, among other options, for installation to wood framing. Since the openings at Chis project are reported as grout filled block (fc = 1500 psi) at jambs and sill, and 3000 psi poured concrete at the header, this office has approved the use of either (1) or (2) 2x pressure-treated wood bucks to proVide bucking support at the frame of the windows mentioned herein. Installation of wood bucks shall be as follows: • Attach first 2x wood buck to the grout filled block / concrete header with 1/4" diameter stainless steel ITW Tapcon anchors, 6" from bucking corners and 12" on center for the balance, allowing 1-1/4" minimum embedment into the concrete structure and 2-1/2" edge distance to any concrete edges, 1/4" edge distance from any wood edges. • If second buck is needed, attach second 2x wood buck to previously installed 2x wood buck with #14 wood screws x 3" long with 1-1/2" thread engagement into the first. buck, 6" Froin bucking corners and 12" on center for the balance, allowing 3/4" edge distance. from any wood edges. It is permissible to stagger the anchors V-2" in either direction to avoid the first buck's anchorage. P e I1of2 I axiomstructures construction•engineering•design 1340 NE 28TH AVENUE #134 • POMPANO BEACH • FLORIDA • 33062 (954) 917-0880 • VtNVW.AXIOMS'I'RITCrI'CTRESFI,.COM Please note that the bucking hvidth must be wide enough to fully support the window frame, and that waterproofing is not included in this certification letter. The product's anchorage shall be into the wood bucking as if the bucking was wood framing and must follow the guidelines of the product approval mentioned above. Final approval of all work shall be as determined by die governing municipality. Since there may be circumstances and configurations beyond those discovered by our investigation, this letter describes conclusions based on our current knowledge of the existing structure. Please be advised that dais report shall not be interpreted as a certification of condition of the aforementioned structure. Engineering analysis, testing, and full-time investigations are not included within the scope of this report's certification. Oilier than that which is specifically noted herein,no other assertions or endorsements are intended. If any additional questions exist please feel free to call our office and we would be happy to assist you.All other installation criteria not specifically mentioned herein must follow the guidelines of die 2014 Florida Building Code. ����rittttttt+, = Eye . 76131 ;* q .� j. J15031 ON A00 � 2 I -� iami Shores Village 6- grv. �fi ilding DepartmentL JUN NIS 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 i Tel: (305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No. S" ';OP( PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL F-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP tt CONTRACTOR DRAWINGS JOB ADDRESS: r4 C_ City: Miami Shores County: Miami Dade Zip: -37� 13 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: r Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): DU A`J 8 e��A /Mq-,f CrUESP4.Phone#: 7S'� a 3 y � Address: 1:2 N 1 e--" 10(o T— City: IkIn 'hQ6P State: -C(— Zip: Tenant/Lessee Name: Phone#: Email: ve 6 2)��C,- CONTRACTOR:Company Name: — Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: 95 Type of Work: ❑ AdditionI ❑ Alteration F-1NewYq Repair/Replace ❑ Demolition Description of Work: V-? t Q L.�'1 nd� S OL M K"fjoVD (ems 1,l W� Specify color of color thru tile: Submittal Fee$ Permit Fee$ �� - CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ 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 appy and a reinspect' a ill be charged. Signature Signature L-,.-OWNER or AGENT CONTRACTOR The foregoing instrumentwas -acknowledged before me this The foregoing instrument was acknowledged before me this day of 3Ur20 by day of 20 by who is personally known to who is personally known to me or who has produced -W TR me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY LIC: NOTARY PUBLIC: #;; Sign: Sign: Print: Print: �,�v PV Notary Public State of Florida Seal X4 '4. Sindia Alvarez Seal: roc My Commission FF 156750 joftila Expires o9103/2018 - lie APPROVED BY _ Plans Examiner Zoning 'f Structural Review Clerk (Revised02/24/2014) ca Z T Ti 7 bO - � 60 µ 14-3 k�C lO(o ST _ s a• • .••• t r s • • • • � ( • • s s • • • SNOLLV if Il,)JH CCi4li S-:rl 1 Al li)J C1�: .� �VH-]u - TIV H11M�DNVI WNIM)(A 13--inti 1S t z ld:-la gala idAO ONINOZ --- IVa to _ y ,��L1 AAI�►IlIAI-D�lpi� A MIA ADE 149 WEST I�LAGLBRT,SiDIT>�117 B�itli CODE FLACaMBURDM 'Y' 9�sII kW FWRWA 331304563 PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372-6339 NOTICE OF ACCEPTANCE OA wrrwAdamkbde. nacoda - IT .kWWea,hire.(OR) 3250 Iak"ert Drive M mari FAK OR W01 S"m C. opy This NOA a being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade Counity Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Arami-Dade County and other areas where allowed by the Authority Having Jurisdiction(A" This NOA shall not be valid Aff the expiration date stated below. The Miami--Dade County Product Control Division (In Miami--Dade Courcy) andlor the MU (in areas other than Miami-Dude County) reserve the right to low this product or material tested fear q=W assurame purposes.. V this P0110a Or material farms to pisfam in the accepled manaff,the mam&Wftff will incur the CWBSC of such . and the MU may immediately revoke, modify, or suspend the use of such product or material within their BORIS reserves the fight to revoke this accepanw,if it is doicrinined by Comity Product control Mjim that thaw or material fads W meet the of the appficablC building code. This product is approved as described herein,and has been designed to comply with the Hm&Building Code,iwWing the High Velocity Hwricane Zone. DISCRIPTION: •••• Serma"6100&H&6480 DAR Premium Attlant ie Ahumiuum Single-/Double Hung 4YiW~--i..MX....�• APPROVAL DOCUMENT:Drawing No.JELD0893,titled"Premium Atlantic 6400 Dh-I&U&X*H 0....00: ...... Alum.Window,LMH C sheets 1 through S of 9,prepared by PTC,LL ,dated 09/111Q9.J*rCVision'V' 0 0 0 0 dated 12/17109,signed,signed and dated 02/11/10 by Robert L Amofuso,P.E.,bearing the Miami-&a&. • County Product Control Revision stamp with the Notice of Acceptance number and expiration date W the E00:0*: •• ••. Miami-Dade County Product Control Division. 0 0:•': %•• ••••• � .. .. MUQ711MPAcTRATINT:La and Small Missile Impact 1a8 �Wft 000000 • •� LABELING:Each unit shall bear a permanent label with the manufacturers name dt logon city,Ie:aad •••••• following mat:"Miami-Dade County Product Control Approved",unless otherkise•noted liez�ei •••• RENEWAL of this NOA shall be considered after a renewal application has been filed and therelras been no change in the applicable building code negatively affecting the performance of this product. T RRMINATION of this NOA will occur after the expiration date or if there has been.a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literwW e. N any portion of the NOA is displayed,than it shall be done in its entry. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be ava#able for inspection at the job site at the request of the Building Official. This NOA revises NOA No.07-8717.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime J Gascon,P.E. NOA No.09-M6AS Dam December IX 2912 L t Apprnwal Door= March 17,2910 Page I I ' ' J4LWm Inc(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMMMD A. DRAWINGS 1. 1Manu6cturces die drawings and sections. 2. Drawing No.JEUM93,1tiitled"Premium Atlantic 6400 D/H&6100 S/H Alum. Window,LMr,suets 1 through 8 of 8,prepared by PTC,LLC,darted 08/11/09 with revision-A7 dated 12/17/09,signed, signed and dated 02/11/10 by Robert L A.moruso,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with and installation diagram of hung by Naalional Ccrffied Testing Laboratories,Inc,revised Test Report No.'s NCTL-210-3588-3 and NCTL-210-32094,dated 01/06/10 respectively,signed and sealed by Gerard L Ferrara,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Ph==Test,Loading per FBC TA�2b2*-94 .... 3)Water Resistance Test,per FBC,TAS 202-4]•• : • 4)Large Missile Impact Test per FBC,TAS 2(1r&t. ••: ••••:• 5)Cyclic Wind Pressure Loading per FBC,TA&265--94 • along with and"insfallahm diagrani of •• window,prepared by National Cerfified,TemmTg tRcpaztN(K.. • NCTL-210-3209-4,dated 09/16/07 respectively,signed and sodU-fiy 1' ••••:• Ferrara,P.E. ...... (`ainived uwdar prrvions NOA No 07-0717.05) •••••• 3. Test reports on: l)Aar Infiltration T FBC TAS 202-94 •.. • 2)Uniform Static Air Pressure Test,Loading per FBC TAS 20294 3)Water Reastance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 20194 5)Cyclic Wind Ptesswe Loading per FBC,TAS 203,-j% 6)Forced.Entry Test,per FBC 24113.2.1,TAS 20294 along with _ and'insfallatiort diagram of double hung , prepared by Certified Testing LaboratoriM Test Report No.'s CTIA 744W and CT11 A 744W1,dated 10/15101 and 09/23142respectively;signed and sealed by Ramesh Patel,P.E. (Submufted rurdcr previous NOA No. 02-"0&02) Jaime J.Games,P_E. CleK P"Mfud C4Mft l Dim NOA NG69-1916W " Dam Decead"12,2912 Approml Dam Murch 17,2910 E4 Jell-Wen.Inc(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by PTC,LLC,dated 08/11/09 and 02/11/10,both signed and sealed by Robert J.Amoruso,P.E. Complies with ASTM E1300-N D. QUALITY ASSURANCE 1. Mbn Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTMCATTONS I. Notice of Acceptance No.09-0312.03 issued to E.I.DuPont DeNemoms&Co.,Inc. for the"DuPont Sentry Gim@ Interlayer"dated 05/13/09,expiring on 01/14/12- 2. Notice of Ace No.09-0312.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB,Interlayer-"dated 05/13/09,expiring on 12111/10. 3. . Notice of Acceptance No.084206.01 issued to Solutia Inc.for their-SS fl HP Glass Interlayer'dated 04/17/2008,expiring on 04/17/2013. F. SfiATTACKNITS 1. Statement letter of conformance and no financial interest,dated August 11, .... signed and sealed by Robert J.Amonnso,P.E. •••• 2. Laboratory addendum letter for Test Report no.'s NiCTL-210-3=W and NCI% 210-3209-4,issued by National Certified Testing Laboratories,-h;..;dated Jaduary :.... 06/2010 and sealed J. •••• •••• • ,signed by Gerard Ferrara,P.E. •....' ..... 3. Laboratory addendum letter for Test Report no.'s CTIA-744W�pp�VT LA:!ii4W1, ••:••' issued by Certified Testing Laboratories,Inc.,dated November i.QMZ signed and .... • sealed by James Blakely,V.P. •• '• (Submitted ander prrvious NOA Na 02-040&02) :00* 4. Laboratory compliance letters issued,as part of above refa=wedAc§t#reports► ••• • .....• (Submitted ander previous NOA No's: 02-"08.02 and 07-0717.OS) •• 5. Sales agreement dated November 30,2004 between Seasonshield,Jeld-Wen and William J.Gills,signed by William L Gills. (Sabmihted carder previous NOA Na 07-0717.05) G OTHERS 1. Notice of Acceptance No.07-0717.05,issued to Jeld Wen,Inc(OR)for their Series "Premium Atlantic"0400"Aluminum Single Hung/Double Hung Windows", approved on 10/112/07 and expiring on 12112/12. 2. Sales agreement between Seasonshield,Inc.and Jeld-Wen,Inc. tmrdarpriPiv=NOA Nay 07--0771 Z Jm6eZ tea.,P.E ChK Predod Comm Di Iden NOA N&09-016W F oy But= Decenbw l2,2012 Approval Bag= March 17,MIS E a .. .. . . . .. .. . 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(Di�t_AWJAMD- � lNYti yw at (9) REINFORCEME T i:l)€€"- 1 rN� rl�w fiW5=f6 ALUMINUM VINYL A€fM A- €f€€L ©:@dC3"fYP:fiMli: j 0:060"fYp:fit�K: :ti€®"- d&A, R 0 w- Olt b " S ion H�T i:13�" pp pp N - - d6di IS FRAM—E RAi)GOW FRA MII�ILIGAM (S 11A _ROP swHsa a.€:ab:visa I©AM POAM VINYL -- --- - -- -- ------ -. .__ 0:099"fYK THK: O:®€C)"fYP:fHK. 0:0O®"fYP:THK: :i4 CE-GUM 7Aki �ti��Liij 8A8®1)I3� C©` VINYL €fi€€L ALUMINUMYKTHW ri x 1 Jill 2:06" A Pik n� pplicable standards Manufacturer stipulates conformance to the a JELD-WEN Windows &Doors le Hung Atlantic Aluminum Side Load Sing Premium rested 53x91.625 in Size Design Pressure= +80l "-80 psf Glazing. 0.466 Large Missile Conforms ro:rAS 201 202 203 - Impact Resistant ¢L#11120.2 Drilling,sawir ,sanding or machining Food prodicts generates state wood dust, wood dust. ust,a substance knowntooavoid inha�nga'ifornia to cause materials to claim wood d wards our tax respirator or other safeg receipts with Y vreceipts•iomltaxcredit for full details" 'Retain is label and Blese accompanyingAP0006 05!21!15 tax credit,if app'052111�5 163098 1 ...... ..•. . . 66:600 :06VO •••••w • •• •• •• • 0 of •••••• • • • • • •• vp OT w •00000 00. •• . •..• • 'K •00:0• .oto •000•• 0::::o 0000• 0000. • • ••.••• IOU •�''� _ 0_000 _. 0000 0000 0000 •.•0• 00 00 0 • •.•.•• • . 1 1\JCE VED 4 • • . •000•• • • .. .1 MI ® . a BY p � x 'tzb /2 r AM L. 1.1 2,0 N X111- JVol i v` o�- I ��-► ��G USc a �L 1 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N 011 35-R1• •• •• DATE: 1 2 21 CERTIFICATION PROGRAM: Stratlaral •• •• • y COMPANY: JE�I�WEN .... A, CODE: 821«1-. .. . 77, f REVISION DATE: 0541tQ414 o•••o• .. .00 00 ' .. 00 0 ...... . . . .. .. ...... To verify that the"Notice of Product Certification"is valid,please visit www.NAMlCertification�tctassure that tb� ,' •; product is active and currently listed.This certification represents product conformity to the applicable specificafipy U4 that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Premium Atlantic Aluminum Single 3737 Lakeport Boulevard Hung" Window Klamath Falls, OR 97601 Nail Fin & Flange Installation Configuration:O/X Glazing:Laminate-1/8"Annealed Glass/ 0.090"PVB by DuPont/l/8"Annealed Glass or Laminate-1/8"Annealed Glass/ 0.090"Sentry Glass Plus/l/8"Annealed Glass n Frame: W-1324mm(52.12") H-1905mm(75") Sash: W-1284mm(50.56") H-826mm(32.5") y. SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-65 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories, Inc. Report No: NCTL-210-3827-1 Expiration Date: May 31,2020 Administrator's Signature: NATIONAL ACCREDITATION AND l MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 MAX. FROM 13•D.C. MAX. wx.FROM NAIL FIN INSTALLATION CORMERS� THRg NAR.FIN ERS 1L'Min. Embedment Min. Distance 2'x4' From Edge- 3/4' 76 (D-- Min,D.C. N THRU FRAME From Edge-3/4' 2'x4• 1/4'Max 1/4' Max Shin Space Shim Space FRAME SECTION (TYP) 1}' Mln. VERTICAL SECTION Embedment nMM adk wuw Mrs•now a wbw•aoe0 �� a12s Z .125f w=k- - F D9 GLASS a23 XTE 0,500 JAMB SECTI❑N (TYP) HORIZONTAL SECTION GLAZING DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202 Max F amel DP I IMPACT WINDOW WIDTH(52 1/5-MAX.) 1/4' M 152 1/8"x 75`1+60/-65 Y E S Shin Space TYPICAL ELEVATI❑N WITH FASTENERS Mh.Distance LMI PER TAS 201 & 203 From Edge-3/4' General Notes: t • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building le Min.Embedment Code (IBC), the International Residential Code (IRC), the Florida Digitally signed Hermes F. ,P.E. Building Code including High Velocity Hurricane Zone and the industry Installation Notes: Reason:l am approving this document standard requirement for the stated conditions. 1. Seal flange/frame to substrate. date:zot 4.o4.za o9:so:zo oa o0 • All glazing shall conform to ASTM E1300. 2. Use #10 X 1-1/2" PH or greater fasteners through the nail fin with sufficient length • At minimum, glazing is, Laminate-1/81,Annealed Glass/.090" PVB by to penetrate a minimum of 1-1/2" into the wood framing. For two by(2X)wood DuPont/1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" frame substrate (Min S.G. = 0.55) Sentry Glass Plus/1/8"Annealed Glass. 3. Host structure (wood buck, stud framing and opening) to be designed and • Use structural or composite shims where required. anchored to properly transfer all loads to the structure. The host structure is the • Installation methods can be interchanged within the same opening. responsibility of the architect or engineer of record for the project of installation. • An impact protective system is not required where wind borne debris 4. Window includes a slip-on aluminum 60A01-TOmaiif fid with —tyri calewall protection is required by local building code. thickness of 0.050" and extends a roxiinatelX�.258"aweyfrorrrframe. • Maximum sizes are buck sizes and do not include fin or flan e. t�111I►► pp ' ' ' ' ' ' "' ' This schedule addresses only the fasteners required to anchor the `����S F. �j� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. product to achieve the rated design pressure and impact �� ,•..• /Q� - 12/11/2012 JELD-WEN ,Fj RAWN BY: SCALE: Klamath Falls,OR 97601 performance (where applicable) up to the size limitations noted. It �tl.HertZog NTS • ••• ••• • • • (541 882-3451 is not intended as a guide to the installation process and does noi; `T � : O ) WECKED BY: TITLE: • • • • • ••• • • address the sealing consideration that may arise in different walx' 7�;___. . C_- •• • . • • • • • • • • conditions. For the complete installation procedure, see the J ' " " ' ' ' instructions packaged with the window or go t(Z Q T T � APMOVED BY: Premit�lw4tlantic Sif ble flung WWOO www.jeld-wen.com/resourcesfinstallation. Nail Fin Frame Installation (52-1/8" X 7511) POE No.: This drawing and its contents are the property of JELD-WEN, Inc.' � FTRf4A ••• • • • • 000 • • and are for the expressed use of determining anchor X99 at ID a IDENTIFIER No. PLANT NAME AND LOCATION: I CAD DWG.N•.: ••• REV:• iHEET 1 of T requirements for this product only. �� / to 3 p �` NCTL-210-3827-1 F Window Division Venice: N&RA0. 274FBSI •00 • �111111�� •- 4.25- Freon Eddpo 21' '�''® Iti N.a,�> MASONRY INSTALLATION MAX. FROM 20.5.O.C. IIAX. MAX. FROM e. G NAY rro-rdW W CORNERS----I TIIRU FRAME CORNERS aK e.d e I 2 .. a e •.S- a .a 3 it Nk, E O.C.N AR. n a 11 Ik Min. THRU FRAME Erobedroent 1/4' Max �,� i Q LIFT3 Shiro Space Min. Distance p a _ ALTrawTr is�n From Edge, 2}' p • EaS 2 p FRAME SECTION (TYP) n VERTICAL SECTION a' W_ 1� J2 1� GLASS MASONRY Z OZW BLOCK t JAMB SECTION (TYP) HORIZONTAL SECTION a A71NG DETAIL 114'� -- UNIF❑RM DESIGN PRESSURE PER TAS 202 Max Framel DP 1IMPACT WINDOW WR)TH(52 1/9- MAX.) � °a. < a 52 1/8"x 75"1+60/-65 1 YES TYPICAL ELEVATION WITH FASTENERS O LMI PER TAS 201 & 203 a 1 General Notes: �; o`a. � • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Installation Notes: Code (IBC), the International Residential Code (IRC), the Florida Building 1. Seal flange/frame to substrate. Code including High Velocity Hurricane Zone and the industry standard 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length requirement for the stated conditions. to penetrate a minimum of 1-1/4" into the masonry. For concrete (min fc = • All glazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by 3. Host structure (wood buck, masonry and steel) to be designed and DuPont/1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" anchored to properly transfer all loads to the structure. The host structure is Sentry Glass Plus/1/8"Annealed Glass. the responsibility of the architect or engineer of record for the project of • Use structural or composite shims where required. installation. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris 00 ��. .. protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or fl • •• • • • • ••• • This schedule addresses only the fasteners required to anchor the ��� �S o /jam PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. - ,� ♦ - 12/11/2012 JELDWEN , product to achieve the rated design pressure and impact ♦ Q Klamath Falls OR 97601 performance (where applicable) up to the size limitations noted. It �(/ • • /�) RAWN BY: SCALE: is not intended as a guide to the installation process and does not-; 'r : � C) 11I•Hertzog NTS • ••• ••• • • • (541)882-3451 '+ : CHeCKED BY: TITLE: • • • • • ••• • • address the sealing consideration that may arise in different waH- •r - 7 ___ - •• . . • • • • . . • • conditions. For the complete installation procedure, see the` d Premium;Atlantic Slflgle4lung Window APLROVED BY: instructions packaged with the window or go t(= -p •- T T 9� :• 11 ee www.jeld-wen.com/resources/installation. = f : CU Masonry Installation (52 1/8 X 75 T PRTCT No.: This drawing and its contents are the property of JELD-WEN, Inc. ° Ems`(' 0 34A ••• ••• • and are for the expressed use of determining anchor11-Ala, at*Dania-Hbac (I od` IDENTIFIER No. PLANT NAME AND LOCATION: • CAR DWG.Pb.:••• REV:• HEET I� Or ZJ requirements for this product only. � n t 3 -.N NCTL-210-3827-1 FBC Window Division Venice; N tl -3e27�1 FBS •1� L r 9111 111,104 a 3 � s• ♦• F',`a' E R� MASONRY INSTALLATION ''A"' FROM 20�•D.C. �" ''""' FR04 INCLUDING SHEAR PLATE CORNERS—I—j THRU FRAME CORNERS F-J BLOCKd haw coo«N' e 6 D.C. "� Erbes nt a F.e ati,e 11' Min. THRU FRAME tl Embedment 1/4' Max RUrT MR. 4 sm.spCR Q 3' Shim Space Min. Dlstnnce 0 a ALUMINUM ALLIKINIM Pum From Edges 2�' V '2 SHEPLATE SWARFASTENER ENER NSNER N&Ip TCLLATNN FRAME SECTION (TYP> VERTICAL SECTION a. ,zs _ ,Rq MASONRY BITE BLOCK 1 JAMB SECTI❑N (TYP) °S00 HORIZONTAL SECTION rLAZTHr, DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202 Max Friamel DPIMPACT �WINDOW WIDTH(sz+/e•MAX.) 52 1/81x 751+60/-65 YES SI ° a LMI PER TAS 201 & 203 TYPICAL ELEVATI❑N WITH FASTENERS General Notes: a`° MASONRY • The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Installation Notes: Code (IBC), the International Residential Code (IRC), the Florida Building 1. Seal flange/frame to substrate. Code including High Velocity Hurricane Zone and the industry standard 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length requirement for the stated conditions. to penetrate a minimum of 1-1/4" into the masonry. For concrete (min fc = • All glazing shall conform to ASTM E1300. 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by 3. Host structure (wood buck, masonry and steel) to be designed and anchored DuPont/1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" to properly transfer all loads to the structure. The host structure is the Sentry Glass Plus/ 1/8"Annealed Glass. responsibility of the architect or engineer of record for the project of • Use structural or composite shims where required. installation. • Installation methods can be interchanged within the same opening. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall • An impact protective system is not required where wind borne debris thickness of 0.0625" at each anchor point. • •• protection is required by local building code. •.: • Maximum sizes are buck sizes and do not include fin or flan e. %1111 111ti • •' ' ' • ' "• • PROJECT ENGINEER: DATE: This schedule addresses only the fasteners required to anchor the ♦ �• - JgL' EN 3737 Lakeport Blvd. product to achieve the rated design pressure and impact � � , Q� - 12/11/2012performance (where applicable) up to the size limitations noted. It •••• - wNsv: scaLE: Klamath Falls,OR 97601 , ; '• II.Herizog NTS *00 ••• • (541)882-3451 is not intended as a guide to the installation process and does not. ) `• -C • • • • • address the sealing consideration that may arise in different wail' �f'Irl 7 CHECKED BY: TITLE: 000 • •�_ •• • • • • • • conditions. For the complete installation procedure, see the 1 As oVEDeY, Premiur4klantic Siiigle•Nung Windoo• instructions packaged with the window or go t2 -p TA QF :• rtMasonry Installation (52 1/8" X 75") www.jeld-wen.com/resources/installation. = P o E No.: This drawing and its contents are the property of JELD-WEN, Inc ° E�� rfi4A 000 • • • • 066 • • and are for the expressed use of determining anchor oA' St Bbac DENTIFIER No. PLANT NAME AND LOCATION: • CAD DWG.No.:••• REV:• 3 of 7 requirements for this product only. / t 3�g 0 N- NCTL-210-3827-1 FBC WIndOW Div iSiOrl Vef11Ce• NOfL2o•3e27RFBE •�� • I1r111� a a � 6. y- 18 gauge nh MAX. FROM 10.O.C. MAX. Steel Stud Min Dlsiance eso rr r---I—CORNERS TMRU FRAME--i---1 C�j� From Edge,k STEEL INSTALLATION 2 Mn embedment From Eder 2k 3 of three threads past frame O.C.MAX. TMRU FRAME 1/4' Max RAIL ,#A Shim Space uFPRESENf 1/4' Max Min. Distanc1e1 Shin Space ALTERNATE HEAD From Edge, FRAME SECTION (TYP) FASTENER I1ISTALLAT1dd VERTICAL SECTION embedment of of three threads past frame 3123 18 gauge min �35E 125Steel Stud x GLASS 1.0 ° t � s0° JAMB SECTION (TYP) HORIZONTAL SECTION ��� GLAZING DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202 1/4'Max Shim Space Max Framel DP I IMPACT fWIMDOW xngrll csx Ile MAxa -1 52 1/8"x 751+60/-65 YES TYPICAL ELEVATI❑N WITH FASTENERS LMI PER TAS 201 & 203 General Notes: V st:i"$a' 3 • The product shown herein is designed, tested and manufactured to comply Installation Notes: with the wind load criteria of the adopted International Building Code (IBC), the 1 Seal flange/frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2. For Anchoring into metal framing, use #10 TEK self tapping screws Velocity Hurricane Zone and the industry standard requirement for the stated with sufficient length to achieve a minimum embedment of three conditions. threads past the frame thickness. Locate anchors as shown in • All glazing shall conform to ASTM E1300. elevations and installation details. Steel substrate min 18 ga.(Fy= 33 ksi). • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ 3. Host structure (metal framing and opening) to be designed and 1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass anchored to properly transfer all loads to the structure. The host Plus/1/8"Annealed Glass. structure is the responsibility of the architect or engineer of record for • Use structural or composite shims where required. the project of installation. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris .. 00* • • • .. protection is required by local building code. • Maximum sizes are buck sizes and do not include fin or flan This schedule addresses only the fasteners required to anchor the `�� �Cj ��� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. product to achieve the rated design pressure and impact �� �� /Q� - 12/11/2012 j1pLaDrWEN Klamath Falls,OR 97601 performance (where applicable) up to the size limitations noted. It � •'�� • RAWN BY: SCALE:is not intended as a guide to the installation process and does notes �- .f.�0 '�•Heltzog NTS ••• ••• • • • (541)882-3451 address the sealing consideration that may arise in different wa1� /'v 7 CNtcKED BY: TITLE: • • • • • ••• • • conditions. For the complete installation procedure, see the' AOVED BY: PremiL►rAtl3ntic Siegle IFleung WicPo+w instructions packaged with the window or go tg -p rqT www.ield-wen.com/resources/installation. �J / CV Steel Installation (52 1/8" X 75"� T PROJECT No.: This drawing and its contents are the property of JELD-WEN, Inc.' a' E ' ` 234A ••• • • • • 000 • • and are for the expressed use of determining anchor �9 4et'DW abaa �vd` IDENTIFIER No. PLANT NAME AND LOCATION: • CA4DWG.N•.: ••• REV:• iHEET 4 of 7 requirements for this product only. c s�g D 1� NCTL-210-3827-1 FBC Window Division Venice• NWL2?0-3#27-;FB; •Q • 1111111 g• .• Steel"�.dM,instanceeooF.,•ae STEEL INSTALLATION MAX. FROM 20.5'O.C. MAX. MAX.FROM t Fro"Edge,}' •%- CORNERS--j THRU FRAME CORNERS M,,,m,i-c. INCLUDING SHEAR PLATE 3 2 MK e"bednent Fro"Edge 2t of Zb a tF 'eads ., post frane , THRU ' O.C. MAX. THRU FRAME 1/4'Nax UFT RAIL 1/4' Max 4 SN4,Space PRET Shim Space ALUMIMM Min. Distance ALUMINUM SHEAR PLATE u TFo4 ucen From Edge-k' Z SHEAR PLATE FASTENER INSTALLATIDN FRAME SECTION (TYP) Min. embedment VERTICAL SECTION of three threads past frame 4 x125 18 gauge min W- -Steel Stud 125 .09 .0 GLASS szs iii 1 JAMB SECTI❑N (TYP) H❑RIZ❑NTAL SECTI❑N GLAZING DETAIL UNIF❑RM DESIGN PRESSURE PER TAS 202 1/4•Max s""spn« Max Framel DP 1IMPACT (- 52 1/8"x 75" +60/-65 YES vRNDOW WIDTH(52 1/a•MAX.) I TYPICAL ELEVATI❑N WITH FASTENERS LMI PER TAS 201 & 203 �f General Notes: (D ,Tttud 3 • The product shown herein is designed, tested and manufactured to comply Installation Notes: with the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2. For Anchoring into metal framing, use #10 TEK self tapping screws Velocity Hurricane Zone and the industry standard requirement for the stated with sufficient length to achieve a minimum embedment of three conditions. threads past the frame thickness. Locate anchors as shown in • All glazing shall conform to ASTM E1300. elevations and installation details.Steel substrate min 18 ga.(Fy= 33 ksi). • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ 3. Host structure (metal framing and opening)to be designed and 1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass anchored to properly transfer all loads to the structure. The host Plus/1/8"Annealed Glass. structure is the responsibility of the architect or engineer of record for • Use structural or composite shims where required. the project of installation. • Installation methods can be interchanged within the same opening. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall • An impact protective system is not required where wind borne debris thickness of 0.0625' at each anq"r an" Petit: � ••• � � ••• protection is required by local building code. 0 • .. . . . . . • Maximum sizes are buck sizes and do not include fin or flange. %%rill ll�►�i ' 00 0 0 0 0 0.0 •. This schedule addresses only the fasteners required to anchor the S '0 � PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. product to achieve the rated design pressure and impact ��� ..•• 0'Q� � -- 12/11/2012 JE1DEN P performance (where applicable) up to the size limitations noted. It •'•• RAWN BY-. SCALE: Klamath Falls,OR 97601 is not intended as a guide to the installation process and does notes " f;�p Hartzog NTS • ••• ••• • • • (541)882-3451 � .. moi address the sealing consideration that may arise in different wa4 :XfN1 7$fcH'cXED BY: TITLE:'-,-,- • • • • • ••• • • conditions. For the complete installation procedure, see thc`_ Premiur4Atlantic Single NUng Wihd*W* instructions packaged with the window or go t AP�RoveD BY: �� �� www.ield-wen.com/resourcesfinstallation. � •: / / (U Steel Installation (52 1/8 X 75 TPR ECT NO.: This drawing and its contents are the property of JELD-WEN, Inc. (DR•n6d • . ��� 0 34A 000 • • • • 000 • • and are for the expressed use of determining anchor ,8 at baaia•Ebaa IDENTIFIER No. PLANT NAME AND LOCATION: . CADDWG.*.: ••• REV:• 6"' 5 of 7 requirements for this product only. �� a t s `g p �" NCTL-210-3827-1 FBC Window Division Venice• N(frL2M0-3S27.0FB� •0� • �rllll� MAX. FROM 20.5•O.C. MAX. MAX. �1 1 r��314' """fix® THROUGH JAMB TM FRAME CORNERS W EOW INSTALLATION 2 11'Nin. Embednent 11• THRU FRAME 3 1LIFT RAIL 1J' Min. /4•Max ShM,Space Embedment ALTERNATE NeAn 1/4' Max FRAME SECTION (TYP) FFAS§�AR i a Shim Space VERTICAL SECTION -V 3 Min. Distance 425 From Edge- 3/4'— .09 /4'A9 GLASS .125 BITE CA JAMB SECTION (TYP) H❑RIZ❑NTAL SECTI❑N GLAZING DETAIL 114•Na Sx UNIFORM DESIGN PRESSURE PER TAS 202 "n Spa" Max Frame I DP JIMPACT i--1YIWWW vAOn1(52 1/8- MAX.) 152 1/8, /8"x 75"1+60/-651 Y E S TYPICAL ELEVATI❑N WITH FASTENERS a LMI PER TAS 201 & 203 General Notes: t • The product shown herein is designed, tested and manufactured to comply with Installation Notes: the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2. Use #10 x 1-1/2" PH or greater fasteners through the jambs with Velocity Hurricane Zone and the industry standard requirement for the stated sufficient length to penetrate a minimum of 1" into the wood framing. conditions. For two by(2X) wood frame substrate (Min S.G. = 0.55) • All glazing shall conform to ASTM El 300. 3. Host structure (wood buck, masonry and steel)to be designed and • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ anchored to properly transfer all loads to the structure. The host 1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass Plus/ structure is the responsibility of the architect or engineer of record for 1/8"Annealed Glass. the project of installation. • Use structural or composite shims where required. • Installation methods can be interchanged within the same opening. • An impact protective system is not required where wind borne debris protection �• ••� �, is required by local building code. ••; ; • Maximum sizes are buck sizes and do not include fin or flange. `%W 1111/1/ • •• 0 0 0 0 0.0 •� This schedule addresses only the fasteners required to anchor the �� �j �� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd. -- 12/11/2012 jELDWEN product to achieve the rated design pressure and impact .. •.••• •• , RKlamath Falls,OR 97601 performance (where applicable) up to the size limitations noted. It .Fj RAWN BY: SCALE: ,r ��\ '4� 19.Hertzog NTS • ••• ••• • • • 541)882-3451 is not intended as a guide to the installation process and does notes ;- . O I • • • • • ••• • • address the sealing consideration that may arise in different walk :%� 7 _._.- �CML'CKED BY: TITLE: .• • • • • • . . • • • conditions. For the complete installation procedure, see the: PremiLli7�t:Atlantic Sila•le kleun Widow instructions packaged with the window or go tC� -p TAT AP�ROVED BY: 9 9 www..eld-wen.com/resourcesfinstallation. r I CLQ Thru Jamb Installation (52 1/8" X 75" ' NRO ECT No.:E ••• ••• •This drawing and its contents are the property of JELD-WEN, Inc. and are for the expressed use of determining anchor ,8 Rt beaia•Eiac V IDENTIFIER No. PLANT NAME AND LOCATION: CAgDWG.N•.: ••• Ev:• rwEET requirements for this product only. �� ! t g 0 NCTL-210-3827-1 FBC Window Division Venice• NOWL200.3827-IDFBO •0® 6 of 7 /11111 3 � � ►0.Edge-ustance3/ .� THROUGH JAMB INSTALLATION 5• 4• 1 Fran Edge-3/P oCORRNERS THRU FRAME C�ERS777t 3 r.~Edo.et INCLUDING SHEAR PLATE 2 1,' Mn. �.- EAbedneni 13.,25• s O.C. MAX. 1/4•Mox TMRU FRAME SNA Space 4 1}' Min. ALUMINUM Embedment 1/4' Max SHEAR PLATE Shim Space et TEau�TE assn FASTENER MSTALLATIDN ALUMINUM ,^ FRAME SECTION (TYP) SHEAR PLATE 3 '� VERTICAL SECTION G Min. Distance 2 _ �� From Edge. 3/4' 4 FT .09 GLASS �y 125- IIITE JAMB SECTI❑N (TYP) HORIZONTAL SECTI❑N GLAZING DETAIL 1/4'Max UNIF❑RM DESIGN PRESSURE PER TAS 202 SNA space Max Frame DP IMPACT WINDOW vnoTM(52 ,/a• MAX.) 52 1/8"x 75" +60/-65 1 YES LMI PER TAS 201 & 203 TYPICAL ELEVATI❑N WITH FASTENERS jia General Notes: • The product shown herein is designed, tested and manufactured to comply with Installation Notes: the wind load criteria of the adopted International Building Code (IBC), the 1. Seal flange/frame to substrate. International Residential Code (IRC), the Florida Building Code including High 2. Use #10 X 1-1/2" PH or greater fasteners through the jambs with Velocity Hurricane Zone and the industry standard requirement for the stated sufficient length to penetrate a minimum of 1" into the wood framing. conditions. For two by(2X) wood frame substrate (Min S.G. = 0.55) • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, masonry and steel) to be designed and • At minimum, glazing is, Laminate-1/8"Annealed Glass/.090" PVB by DuPont/ anchored to properly transfer all loads to the structure. The host 1/8"Annealed Glass or Laminate-1/8"Annealed Glass/0.090" Sentry Glass Plus/ structure is the responsibility of the architect or engineer of record for 1/8"Annealed Glass. the project of installation. • Use structural or composite shims where required. 4. Window includes an aluminum 6063-T6 shear plate with a typical wall • Installation methods can be interchanged within the same opening. thickness of 0.0625" at each anchor point. • An impact protective system is not required where wind borne debris protection •• ••• •• is required by local building code. • • Maximum sizes are buck sizes and do not include fin or flange. ���������i�� •• ••• • This schedule addresses only the fasteners required to anchor the ♦♦ S �j PROJECT ENGINEER: DATE: •• 004 •• • • • ••3737 Lakeport Blvd. 0 � -- �ITEN product to achieve the rated design pressure and impact � 12/11/2012 Klamath Falls,OR 97601 performance (where applicable) up to the size limitations noted. It �(} RAWN BY: SCALE: JELD is not intended as a guide to the installation process and does notes •�� -�- O 111.Hertzog NTS . ..• 000 •• • • • (541)882-3451 address the sealing consideration that may arise in different wale :✓ 7J CMccKED BY: TITLE: • • • • • ••• • • conditions. For the complete installation procedure, see the: SiB�le•HLng Witldb0 T_JT AP�'ROVED BY: instructions packaged with the window or go ted -p •, A �y www.jeld-wen.com/resources/installation. -P f 7 Cu Thru Jamb Installation (52 1/8„ X 75”) T PR ECT No.: This drawing and its contents are the property of JELD-WEN, Inc. ` FF' w ' 34A ••• • • • • ••• • and are for the expressed use of determining anchor �9 aat beaia�s �vc IDENTIFIER No. PLANT NAME AND LOCATION: • CA- G.Ni: ••• EV: EET requirements for this product only. Y ITL 0 ♦ NCTL-210-3827-1 FBC Window Division Venice• NC.iL2i0-3ir27 FBC• �Q • 7 of 7 r►11u1 n , 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Bead?, 33004 A Perfect Solution in Every Drop • 954.3998478 PH'••';' ' Certificate of Authorization:29578 954.744V38 FX •• 0000•• 0000 000000 co�ia6c:a>buildingdrops.corrl • ;_ 0000•• • 0 • 0000• 000000 0 •0660• • •66••• • • il 0000•• JELD-WEN, inc. •'. :0666: Premium Atlantic Aluminum '••' 6 Single Hung Window for Florida Product Approval n Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Windows Sub —Category: Single Hung Product: Premium Atlantic Aluminum Single Hung Material: Aluminum Product Dimensions: 52.125"X 75" Prepared For: ``� 11111x11/ i�� Prepared by: .�. � \ •• Florida Professional Engineer#73778 -p T T Date: 01/08/2013 „ AD L OP ;`�4tj Contents: Evaluation Report Pages 1—4 �i •••'' G� �� AU Digitally signed by Hermes F Norero,P.E. /111111 Reason:I am approving this document Hermes F. Norero, P.E. Date:2013.01.18 19:31:11 -05'00' Florida No.73778 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 0 0. 12 4 Repor013 t 4r x]84 Certificate of Authorization:29578 • • •••• •'•••' ff' • • Manufacturer: JELD-WEN,inc. ...:.. • •.•• ..•. • . Product Category: Windows "•' "" `•%`•• Product Sub-Category: Single Hung ....•. .' . . . . ...... Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) • • R• • Product Name: Premium Atlantic Aluminum Single Hung Window 52.125"X 75" Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN inc. based on Rule Chapter No.9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions NCTL-210-3827-1-FBC,signed and sealed by Hermes F. Norero, P.E. (FL# 73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing NCTL-210-3827-1-FBC require further engineering analysis by a licensed engineer or registered architect. n 5. See Installation Instructions NCTL-210-3827-1-FBC for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS FL#: Date: 01/08/2013 A Perfect Solution in Every Drop Report Alio'fW4 Certificate of Authorization:29578 • • •••• •••••• •• • •••• • Certification Agency: The manufacturer has demonstrated compliance of windovAp6Aducts in Accordancee with the Florida Building Code and Rule 9N-3.005 (3)for mapufaeuring yndet� • Certification Agency through National Accreditation&Mana%Went InstMAb, Inc. ":"• (FBC Organization#CER1773) •••••• • ••••• .• .. . ...... Performance Standards: The product described herein has been tested per: • • TAS 201-94 '® • • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST 9341) Report#: NCTL-210-3827-1, Report Date: 10/12/2012 2. Certification Agency National Accreditation&Management Institute, Inc. (FBC Organization#:CER 1773) n h Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 h: f BUILDING DROPS FL#: Date: 01/08/2013 A Perfect Solution in Every Drop Report No: 2284 'yam, Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood frame substrate, use#10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. n C. For steel stud substrate, use#10 ITW TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: ti A. For two by(2X)wood frame substrate, use#10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Refer to Installation Instructions(NCTL-210-3827-1-FBC)for anchor spacing and more deteii30f the ""�• • • •••• • installation requirements. ' 69 ...... ...... Design Pressure: '....' ..... Design Pressure 00 00 00 0 00 ••' Positive 60 PSF •• •• Negative 65 PSF •""' • Installation Methods: Refer to Installation Instructions(NCTL 210-3827-1-FBC)for installation methods,anchor locations, and more details of the installation requirements. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 4 i Florida Building Code Online Page 1 of 2 AAsa � � > a i/i "MCa q SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications �FBC Staff BCIS Site Map Links Search Business'/,,"c � � � � }Product Approval USER:Public User C1 >ProduU yr oLi ceii r.<<c:arch> icjj, ��L',,A>Application Detail a FL# FL11120-R10 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Gary Rollinson fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service • ' • •••••• • Address/Phone/Email 3737 Lakeport Blvd. a..* .•.• • Klamath Falls,OR 97601 • (800) 535-3936 ••"•' custom erserviceagents@jeld-wen.com•••:•• • •; •••• • • 0*0000 Quality Assurance Representative '��� • • •••••• Address/Phone/Email • • •••••• •• •• • •••••• • Category Windows • • • .•00•• Subcategory Single Hung ••••• . • Compliance Method Certification Mark or Listing •• • Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By k http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgttaGslp3 Gvurc... 3/24/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 07/09/2014 Date Validated 07/10/2014 Date Pending FBC Approval Date Approved 07/15/2014 _._...... ..._... ........... ....... Summary of Products FL# Model,Number or Description Name 11120.1 Premium Atlantic Single Hung (6100) 52 1/8"x 75" Single Glaze(5/16" PVB or SGP Lam) Aluminum i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL1112C Of CAC NI(t1 IJ °'1,01 R1 CC ' .= Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 06/30/2016 ; Impact Resistant:Yes Installation instructions Design Pressure: +60/-60 t-1_1.1120 RIO 1 3L;..D0101 k vB Other: Product conforms to rule Verified By: Robert Amoruso, PE 49752 61G20-3 Created by Independent Third Party: Yes Evaluation Reports FL1112(11 Ac I'Ei2 215 }ZCy3 a'ErLt�t14J tC1 Created by Independent Third Party: Yes —� 11120.2 Premium Atlantic Single Hung (6100) 53"x 91 5/8"Single Glaze(7/16" SGP Lam) Aluminum Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 3 L,1,1;120RIO C (AC N1011135 Ftl Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 05/31/2020 Impact Resistant:YesInstallation Instructions Design Pressure: +80/-80� FL11.12 _R..0_11 11 try. r 1_ "�. C_Ji r= ._C PSP — Other: Product conforms to rule Verified By: Robert Amoruso, PE 49752 •••• 61G20-3 Created by Independent Third Party: Yes • • •..••• Evaluation Reports �•. 0000 • FL11,12r`urt :)1f;7, If �••• • Created by Independent Third Party: Yes •••• •••• •••••• 11120.3 Premium Atlantic Single Hung (6100) 52 1/8"x 75" Single Glaze 4$/fl6yIll or SGP tam) 0000•• Aluminum • 0000 • Limits of Use Certification Agency Certificate *0000, •0•• •••" Approved for use in HVHZ:Yes 111120 RIO C CAC 01011335 F'1,roof ? 00000 Approved for use outside Quality Assurance Contract Expiration Date**:**: 0.0000 000000 HVHZ:Yes 05/31/2020 •' •' 0 • Impact Resistant:Yes Installation Instructions •••••• • • • Design Pressure: +60/-65 ri 1 11,)0 RI(`_1, HC €.._21Q 3827 3& Cc a1� .• f; • • 0000•• 0000•• Other: Product conforms to rule Verified By: Hermes Norero, PE 73778 � 0 � • 61G20-3. Interlayer: DuPont Butacite Created by Independent Third Party: Yes • • • ••' • PVB NOA 11-1118.03. DuPont Evaluation Reports •• • •0 0 0 • SentryGlas NOA 11-0624.02. FL1 1120 P,10 AE ?rut uc Lv ;I "a _L2284 -df •• • Created by Independent Third Party: Yes ............ .............................. ...... ........ ....... . ............ ............ : ......... a.....xt #rContact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: El A t�'4'tif It k'R http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsIp3 Gvurc... 3/24/2015 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO. NI011135-R1 DATE: 06/14/2012 CERTIFICATION PROGRAM: Structural k COMPANY: JELD-WEN CODE: 822-1 REVISION DATE: 05/16/2014 To verify that the"Notice of Product Certification"is valid,please visit www.NANIlCertilication.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Premium Atlantic Aluminum (6100)" 3737 Lakeport Boulevard Aluminum Single Hung Window Klamath Falls, OR 97601 Configuration: O/X Glazing:Laminate-3/16"Annealed Glass/0.090"Sentry Plus Interlayer/3/16"Annealed Glass Frame: W-1372mm(54") H-2-Tnrmt(92.63'�• ' ••.••. Sash: W-1264mm(49.75") H-139 9r (53.95"j.�. ;' ' SPECIFICATION PRODUCT RATIW..' TAS 201/202/203-94 Design Pressure: +84-08000011f :00@:o • 000 Large Missile Impact R4tW • ••• • . . Product Tested By: National Certified Testing Laboratories, Inc. Report No: NCTL-210-3209-1 Expiration Date: May 31,2020 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804)684-5122 JELD-WEN PREMIUMATLA NTICALUMINUM(6100) 0 N SINGLE HUNG WINDOW, LMI a a INSTALLATIONANCHORAGE DETAILS GENERAL NOTES: INSTALLATION NOTES: 5. MATERIALS 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. O m VELOCITY HURRICANE ZONE(HVHZ)OF THE 2010 5.1. WINDOW FRAME AND SASH MATERIAL:ALUMINUM S ALLOY 6063-T6. LL FLORIDA BUILDING CODE(FBC)AT THE DESIGN 2,THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO w N O 0 5.1.1. HEAD:0.055"THICK PRESSURE STATED HEREIN.THE PRODUCT DETAILS BE USED FOR PRODUCT INSTALLATION. rO w CONTAINED HEREIN ARE BASED UPON SIGNED AND 5.1.2. JAMBS:0.050"THICK to -� 5.1.3. SILL:0.062"THICKSHIM(S). w O SEALED TEST REPORT It NCTL-210-3209-1 DATED 03/Ot/� 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING EATS MAXIMUM G1 fn Q 5.1.4. SASH:0.045"THICK a O AND ASSOCIATED LABORATORY STAMPED DRAWINGS ALLOWABLE SHIM SIZE IS 1/4 INCH,SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. r-� d m �Z� AND WERE TESTED IN ACCORDANCE WITH CURRENT 5.2. LAMINATE:DUPONT SENTRYGLAS INTERLAYER PER SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. /H� >W O g Z NOA NO.11-0624.02 HVHZ PROTOCOLS. CONCRETE .4 O_ vi F. 4.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO cO - RETE/ .7(�' I 1 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY,OR DIRECTLY INTO CONCRETE I MASONRY SHALL BE AS SHOWN IN"ANCHOR - 6, GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1. Z w m~ Z MASONRY AND 2X FRAMING AS A MAIN WIND FORCE SCHEDULE"THIS SHEET. RESISTING SYSTEM CAPABLE OF WITHSTANDING AND " W a Z 1 jEn TRANSFERRING APPLIED PRODUCT LOADS TO THE o u 7, DESIGNATION X"AND"O"STAND FOR THE FOLLOWING: 5.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT 7.1. X:OPERABLE SASH 7)N Z STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER LIMITED TO STUCCO,FOAM,BRICK VENEER AND SIDING. P..G. 7) OR ARCHITECT OF RECORD. 7.2. O:FIXED SASH 6.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR E- ¢x Z $ 8. IN ACCORDANCE WITH THE 2010 FBC,SECTION 2411.3.3.3 .7 F Q 8 a 3. 1X BUCKS AND 2X WOOD FRAMING(WHEN USED)SHALL JOINTS. Q U2 g s BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER WOOD SHALL HAVE BEEN PRESERVATIVE TREATED OR F`t J LL- SHALL BE OF A DURABLE SPECIES AS DEFINED IN I"'� 07 N< ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND 7.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR SECTION 2326.2. W t• w INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN � [7 � w OR ARCHITECT OF RECORD. 9. IN ACCORDANCE WITH THE 2010 FBC,SECTION 2003.8.4 � SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN"ANCHOR CD METALS INCLUDING FASTENERS THAT MAY 3 e SCHEDULE"THIS SHEET. 4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION a�Y COME INTO CONTACT WITH ALUMUNUM WINDOW -` REQUIREMENTS EXIST,USE OF AN APPROVED HVHZ 8.ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH CORROSION FRAMING WOOD SHALL HAVE BEEN PROTECTED AS w RESISTANT COATING. IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. /r °o DEFINED IN SECTION 2003.8.4.2. ANCHORSCHEDULE o MANUFACTURER WINDOW FRAME EMBEDMENT EDGE DISTANCE ANCHOR CAPACITIES SUBSTRATE TYPE TYPE SIZE AND/OR (IN)(2)1T (IN)j2) BASEDON DESIGN PRESSURE RATING(PSF) IMPACT RATING Sp LARGE MISSILE$ THRU-FRAME MIN.2000 PSI CONCRETE +g0.0/-80.0 SMALL MISSILE CONCRETE FLATHEAD 1/4" ITW TAPCONSIII 1-1/2" 1-1/2" AND COMPLIES WITH ACI (FLANGE) 301,ACI 318 AND ACI 355 RY THRU-FRAME STRENGTH TABMASON LE OF CONTENT (FLANGE) FLATHEAD 1/4" ITW TAPCONSO) T CONFORMANCE TO ASTM MASONRY C-90,MEDIUM WEIGHT SHEET DESCRIPTION Robert J.Amoruso,P.E. 1 GENERAL AND INSTALLATION NOTESNO,14 ANSI BI 8.6.1 FL P.E.No.49752 •• ••• • WOOD. • •THRs-RWOOD SCREW)2AAE FLAT HEAD ( WOOD WITH AMINIMUM 1-1/2" 1 �� B" SPECIFIC GRAVITY � ���� ;AiT,ga� ®f 2 — 3 ELEVATIONS AND ANCHORING LAYOUTS • : •: : :LANGE) No 14 or ASME818.6.4 0.55. a��° 3RkiES���4fr 4 — 5 VERTICAL AND HORIZONTAL CROSS SECTIONS •• •• • • • • • • 114"Dia (TAPPINGSCREW) 6 BILL OF MATERIALS AND GLAZING DETAIL ••• ••• •• • • • •• '" � .G PNSI 616.6.1 WOOD WITH AMINIMUM '��,' No 49 752 •SP i WOOD FIN FRAME PAN HEAD NO.10 (WOOD SCREW) 1-1/2" 3/8" SPECIFIC GRAMT'OF 7 COMPONENTS ASME Ell 8.6.4 0.55ak (TAPPING SCREW) 8 FRAME CORNER DETAILw I�Sr • ••• ars: • • • ��: X747.1= f)F 9 SASH CORNER DETAIL • • • 1).W(ADQANC:D THREA"760IIOL•GV)TAPCONS WILL BE USED FOR CONCREMMASONRY INSTALLATION • •• 2J R WOOD Sa7EW'•IF sw RTAG BR CURCBIN,DRILL 5132-PLOT HOLE FOR NO.14 OR 3/32"PLOT HOLE FOR NO.10. Ay +�'+•'.,,^ ".�*q""a • • p E • •• 3)•O•TAIffJGSCRBNS IF SR NG t/+CONCEiN,DRILL 1116,V PLOT HOLE FOR NO.14 8 114'D14,OR 3/32'PLOT HOLE FOR NO.10- rd�'i�'Fig, ••• • ks • • • • • • • • • • 3 54" MAX. O.A. rn FRAME WIDTH 49 3/4" MAX. N SASH WIDTH � F D.L.O. WIDTH a 47 5/16" 14" MAX. O.C. TYP. p 6" MAX. 6" MAX.J & a TYP. -1 —► � TYP � 6 MAX. p No 0 g o W N..O O 0z O W N Z Z Oz� U N pa O =o 9 m O:U O D.L.O. MAX.53 TOP r `- W I a vi HEIGHT >a O i = r 51 3/8" SASH 10 1/2" MAX Rq o v z m~ z 92 5 8" HEIGHT O.C. TYP. Z �0DZ / W z z Ln o MAX. O.A. FRAME HEIGHT 4 3" MIN. pO k 7)m $®g 4" MAX. O.C. TYP. �� Q v_ w a g W ZNwIlk € : 5 Q 3" MIN. T �� M a a 7 13" MIN. 4" MAX. J 5 7/8" MAX. O.C. Nogg 37 5/32" 4" MAX. O.C. TYP. o m �mLL MAX. BOTTOM O.C. TYP. W D.L.O. SASH 5 7/8" MAX. O.C. X HEIGHT HEIGHT 32 15/64" 3" MIN. 6" MAX. 5 7/8" MAX. O.C. 4" MAX. O.C. TYP. 3" MIN. WEEP NOTCH 4" MAX. 0.5" x LEGHEIGHT O.C. Trp. "PREMIUM ATLANTIC ALUMINUM" "PREMIUM ATLANTIC ALUMINUM" (6100)SINGLE HUNG Robert J..N or497 P.E. (6100)SINGLE HUNG •• ••• •• THROUGH FRAME FL P.E.No.49752 • • • • • • • • ANCHORING LAYOUT EXTERIOR VIEW THROUGH FRAME • • ®°�yy . EXTERIOR VIEW • •• • • • • ••• • •• ••• •• • No 497:5< eo • • •r •�• ••• � • • �.C3,,. STATE OF ••• • • • • • • • • 54" MAX. O.A. rn FRAME WIDTH 0 49 3/4" MAX. N SASH WIDTH F D.L.O. WIDTH 'a 47 5/16" y C 3 X .�J I.� L�L MAX. 3 X �1 l�TYP. I I I I O.C. TYP. I I 7YP. a Z N N Q1 3" MAX. r = TYP. O 0 W � N.. L J O =W M O O 53 61/64" 0 D.L.O. 6 11/16" MAX. OMAX70P HEIGHT" O.C. TYP. o 51 3/8SASH pHEIGHT Z 92 5/6" Zi MAX. O.A. a MIN. FRAME HEIGHT MN 2 1/2" MAX. z z wp a 0.C. NP. Q Ex" cai_xo ZLO �j �� 1 1/2" MIN. a W 2 1/2" MAX. Z a 37 5/32" 7 13/16" MAX. 1 0.C. TYP. q;°g MAX. BOTTOM 0.C. 7YP. f w �2 X D.L.O. SASH Xo` HEIGHT HEIGHT oo 32 15/64" 3" MAX. WEEP NOTCH 7YP. 0.5" x LEGHEIGHT "PREMIUM ATLANTIC ALUMINUM" "PREMIUM ATLANTIC ALUMINUM" (6100) SINGLE HUNG ( Robert J. orP.E. N9752 FIN EXTERIOR VIEW ••• •• i s•• • • ••• 6100)SINGLE HUNG FL P.E..No.4497FIN ANCHORING LAYOUT EXTERIOR VIEW mad*°y y3AES8r®�� • •• • • • • ••• • A^ • • • �0% STAT F' OF .dates« ••• ••• • • • • • • • • • • • • • J 21 INSTALLATION ANCHOR MIN. EDGE DISTANCE OR VARIES SEE VARIES SEE ANCHOR 22 ANCHOR SCHEDULE SHEET SCHEDULE SHEET 1 0 0 0 SUBSTRATE VARIES SEE I ANCHOR SCHEDULE SHEET 1 - MIN. EMBEDMENT VARIES a SEALANT SEE ANCHOR SCHEDULE w o BY OTHERS SHEET 1 a p 24 SEALANT BETWEEN FLANGE 1/4" MAX. & SUBSTRATE SHIM z N o c, i = V) 23 5 13 J o Ln 230 (9 r co z w � MIN. EMBEDMENT VARIES v 15 10 1/4" MAX. SHIM SEE AN SCHEDULE a o `o SEE GLAZING DETAIL 72 16 SHEET 1 Z o�� N SHEET 6 10 SEE GLAZING DETAIL 15 13 x I = � I 15 SHEET 6 -00 12 10 18 19 m~ z MIN. EDGE DISTANCE s 20 INTERIOR W x Z�Z V///, VARIES SEE ANCHOR 0 N 0 30 SCHEDULE SHEET i p^ J04 11 c E-1 ¢x� m 10 EXTERIOR 13 INTERIOR INSTALLATION ANCHOR 21 W g�< 15 VARIES SEE ANCHOR SCHEDULE OR a 0 t a 15 22 16 16 SHEET i uj ALL€ SEE GLAZING DETAIL 12 15 EXTERIOR 8 of =a T SHEET 6 15 4 SUBSTRATE VARIES SEE n °g o` 15 ANCHOR SCHEDULE 10 3 SHEET 1 30 SEALANT SEALANT BETWEEN g 24 13 BY OTHERS FLANGE & SUBSTRATE ONE (1) WEEP NOTCH LOCATED 2 AT EACH END OF SILL FRAME B HORIZONTAL CROSS SECTION 23 14 4 THROUGH FRAME INSTALLATION DETAIL Robert 24 SEALANT BETWEEN FLANGE {� 1.128'" FL P.E.E No .49752 & SUBSTRATE (J + •• ••• • • • • • •• • • • i • f • • • 8�l*i#I#lttfilid f •• • • • • • v>���"� 34ES�dd�� SEALANT • • • • ••• i i •+' 5 BY OTHERS •f "' '' NO 49752 '» SUBSTRATE VARIES SEE y ANCHOR SCHEDULE SHEET 1 • 6:o ••• • • • }; STATE OF • • VERTICAL i•. TCL CROSS SECTION'.. .fg A •• • • • • f • • i . i 4 THROUGH FRAME INSTALLATION DETAIL • •• �' '•' • • dsFr�(1Aq#; pis •rr • 29 1 1/2" MIN. EMBEDMENT rn FIN FRAME INSTALLATION 2X WOOD FRAMING 0 ANCHOR. SEE ANCHOR BY OTHERS o 22 SCHEDULE SHEET 1 3/8" MIN. N I SEALANT EDGE DIST. s a BY OTHERS 24 SEALANT BETWEEN FIN & SUBSTRATE 1/4" MAX. SHIM 3 p 1 c� 23 5 13 = `r No rn NoO 15 10 o Ngo c� m Ln SEE GLAZING DETAIL 12 16 3/8" MIN. q rn o SHEET 6EDGE DIST. c 10 1/4" MAX. SHIM Z 15 2X WOOD FRAMING r— !9 m � 0 = Vi 6 20 SEE GLAZING DETAIL 12 10 15 13 BY OTHERS 0 o I 0 m z SHEET 6 18 19 Z oo 30 11 INTERIOR W 10 E4- z N o 10,of 1 1/2" MIN. Et a x0 ga_ EXTERIOR 13 t5 INTERIOR EMBEDMENT 1:21 F 'to 1 ZnQ �a 15 16 a• g y O 15 3 15 ~ " SEE GLAZING DETAIL 12 Li >m € SHEET 6 15 10 EXTERIOR 16 8 SEALANT BETWEEN FIN 24O 8w 30 15 4 & SUBSTRATE aL 9 13 3 29 FIN FRAME INSTALLATION ONE (1) WEEP NOTCH LOCATED 2 SEALANT ANCHOSCHEDR. SEE ANCHOR 22 AT EACH END OF SILL FRAME ET 1 BY OTHERS 23 14 p HORIZONTAL CROSS SECTION T 714" MAX. j FIN INSTALLATION DETAIL 24 SEALANT BETWEEN FIN 1 SHIM & SUBSTRATE Robert J.Amoruso,P.E. No.49752 SEALANT ••• • • • • • •• BY OTHERS M 3/8" MIM. • • • • • • • • r, EDGE DIS�f• •i i i i•i •• #��%° �R £S.�°�ry� FIN FRAME INSTALLATION • • �� a0 ANCHOR. SEE ANCHOR 1 1/2" MIN. 2X WOiD FR"NG •• • • • •• o a` NO 49,> ;ip G 22O SCHEDULE SHEET 1 29 BY OTHERS •; � x` EMBEDMENT r VERTICAL CROSS SECTION � TA.� • f • • rj FIN INSTALLATION DETAIL • • a.7r � • • • • • ••• s ter;�s`.e„O, v •• • • • • • • • i i i `�s3� .,,.o. ���� •• • • r 1VAL ••• •• f e • • '"°rsry�aea���°" � 3 � BILL OF MATERIALS ITEM # PART NO. DESCRIPTION MATERIAL SUPPLIER °o 1 DHMHO FRAME HEAD AL6063-T5 INDALEX 10 2 DHMSO FRAME SILL AL6063-T6 INDALEX I 3 DHMJO FRAME JAMB AL6063-T5 INDALEX N 46 X 0.75" P.P.H. SCREW STEEL - a 5 601VSL TOP SASH RAIL AL6063-T6 INDALEX 6 601TVI TOP SASH CLOCK RAIL AL6063-T6 INDALEX 7 60113VI DTM SASH CLOCK IMPACT RAIL AL6063-T6 INDALEX 8 601VJS SASH JAMB SILL IMPACT AL6063-T6 INDALEX 9 DHEVSL EXTERNAL VENT SILL AL6063-T6 INDALEX 10 601GLB GLAZING BEAD IMPACT AL6063-T6 INDALEX 11 - .500" X .625" STEEL REINFORCEMENT BAR ASTM A-36 STEEL - = N o rn -77T-6 O.A. LAMIN GLASS: ANNEALED I R Ln o 12 0.090" SENTRYGLAS BY DUPONT/3/16" ANNEALED INTERIOR GLASS DUPONT a `�Q w co 13 - .187" HIGH WOOLPILE W/INTEGRAL PLASTIC FINcn 14 - BULB VINYL VINYLDOW 15 995 SILICONE DOW CORNING 995 0.079" THICK SILICONE CORNING Z °�' 16 - VINYL WEDGE VINYL - _p ao m I 0>- F7 t 17 - #8 x 1" PPH SMS S S - - Z o m Z 18 - BLOCK & TACKLE BALANCE - - w W a� 19 - BALANCE TAKE OUT CLIP �N J 20 - ISWEEP LOCK STEEL 21 - 1/4" TAPCON INSTALLATION ANCHOR SEE ANCHOR SCHEDULE _ _ I F w I r- j SHEET 1 Q Fva aLL` 22 - WOOD SCREW OR TAPPING SCREW INSTALLATION ANCHOR SEE - Z�. m ANCHOR SCHEDULE SHEET 1 - a o 23 GAH-43585 SCREEN FRAME AL6063-T5 INDALEX �_ %mNf 24 VULKEM 116 POLYURETHANE SEALANT POLYURATHANE VULKEM m 25 03283 HEAD GASKET FOAM POLYETHYLENE - =U, of 26 03285 SILL GASKET FOAM POLYETHYLENE - 27 01024 BALANCE GUIDE STEEL - 28 02000 SASH CAM - - 29 APPLIED FIN AL6063-T5 INDALEX 7/16"O.A. LAMINATED GLASS SETTING BLOCK (NEOPRENE SETTING BLOCKS WITH 70 TO 90 NEOPRENE 3/16" ANN. 30 01934 SHORE A DUROMETER HARDNESS ARE REQUIRED AT BOTTOM (SHORE FRANK (SILL) OF FIXED GLAZING LITES MORE THAN 3 FEET IN WIDTH DUROMETER LOWE 3/16" ANN. IN ACCORDANCE WITH 2010 FBC, SECTION 2411.3.3.1.) HARDNESS 85)1 0.090" SENTRYGLAS BY DUPONT EXTERIOR INTERIOR Robert J.Amoroso,P.E. •• ••• • • • • • •• i0k FL P.E.No.49752 • • •• • • • • • 3/4" GLASS BITE : No 49752 o t lj;- • • • • • • fiA'E :1,,,Z • • !.• GLAZING DETAIL 1%A " ••• • • ! 1024aaWOO`4`�0 ••• • • • ••• • • D1 TOP SASH HEAD RAIL FRAME HEAD 0.055" FRAME JAMB 0.050" 5 0.045" TYP. WALL TOP SASH CLOCK OTYP. WALL THICKNESSO OTHICKNESS IMPACT RAIL N o TYP. WALL THICKNESS � 2 13/16" 1 13/16' 00.045" WALL a 2 3/4"� THICKNESS w � 1 1/16" � o 1 9/16 2 T 16„ c� Z N 2" 7 O �W n co U A v o 0 FRAME SILL x N ' NF 0.062" TYP. WALL Z m - - Z. z THICKNESS �OOw EXTERNAL VENT SILL GLAZING BEAD W ? o o 4 5/16" 00.062" TYP. WALL10 NO TYP. WALL p0 moo, THICKNESS THICKNESS I x a X o - 7/8,.I W cM- gu) �LL� 1 13116' 2 13/16" uj �V g � o of —�-- 1116" a 3 15/16" —� o DTM SASH I'LOCK SASH JAMB/SILL IMPACT RAIL IMPACT RAIL gO 0.060" TYP. WALL FIN 7O 0.045" TYP. WALL THICKNESS STEEL BAR Robert J..N 497 orP.E. THICKNESS REINFORCEMENT 29 0.050" TYP. WALL FL P.E.No.49752 •• ••• • • • • • •• 1 1 THICKNESS O • •• • • • • • • • NO TYP. WALL ����m�tasareer 2.. •• � ••• � � �•� ••• � THICKNESSoo 4o 112" �r NO 49752 1 116" `Lf / / 2 �! • • • • • • • • 5 8" 9 32 rrcT OF Al ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• s• ••• • • • ••• • • ` � 3 17 Top 0 0 25 N 17 a s a 1 y 15 � O z 3 N o 0 DETAIL Top = n oO W N O J $W oo U' o u Z O C:4 v) � o Z 6 m ~ 4M O Q c N "00 vIO>r ~ I t—j Z FRAME CORNER F4 (� Z„o p �N O LL fs. OHO F t J DETAILS x Q X W Q ZNIi if co H � DETAIL Bottom % a� o� g 17 $gym � v Bottom 26 PARTS LIST ITEM QTY DESCRIPTION 15 1 1 FRAME HEAD 2 1 FRAME SILL Robert J.Amoroso,P.E. 3 2 FRAME JAMB • • • • •• •o • •• FL P.E.No.49752 • 15 4 SILICONE DOW COR NG 99 • •• • • • • "1” g°b�t'��8��#;#�� INMES 17 8 #8 x 1.00"PPH SMS S/9 • • • • • • • "C EA:.j p 25 2 HEAD GASKET • • • •• No Y97a? » 26 1 SILL GASKET t 2 n NOTE: • • • • • • • • • �C STATE C1F 1 ITEM NO.25 AND 26 ABOVE MADE FROM 1/16"THICK 4#BLACK-OR WHITE CROSS LMKED4POL•fETHYLE @ FOW:V/PSA : a ••• • • • • ••• • • • • • • • • • • • • • •• •s • • • •• •• 3 3 3 17 O ID SASH CORNER DETAILS 17 N � F 28 a Top Z N O Or DETAIL Top = o 0 W NdO 8 0 DEW O Z O Z rlp OJQ N 0 O }� (active z - Wa z02Z 9 � E Q x= Q U` Q � ZEN Bottom W o 27 8 17 PARTS LIST ITEM QTY DESCRIPTION DETAIL Bottom 7 1 SASH I'LOCK IMPACT RAIL 17 8 2 SASH JAMB SILL IMPACT 9 1 EXTERNAL VENT SILL Robert J.Amoruso,P.E. 27 2 BALANCE GUIDE • ••• • • • • • •• FL P.E.No.49752 • • • • • • • • 17 8 #8 x 1.00"PPH SMS S/SSO, Es • • •• • • • • • c; �*ffi$��irf�k�p8 20 2 1 SWEEP LOCK •• • • ••• •• ' +"�� ��®�'°s •• ••• •• ••• • • •• • y�`C3 «�`1 E BG' Nra ;"x:52 • ••• ••• • • • w S ATE 000 so* 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rim Product Evaluation Report Date: June 25, 2012 Report#: 2107 Report Revision No.: 0 Project#: 412-0609 Product Mfg.: Jeld-Wen Inc. 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Description: Premium Atlantic Aluminum (6100)Single Hung Window—Large Missile Impact Product Category: Windows Product Sub-Category: Single Hung Compliance Method: Product Approval Rule 9N-3.005(1)(a)—Certification Mark or Listing 0000 Prepared By: Robert J.Amoruso, P.E. • • . . 0::* 0 0000.. Florida P.E. No.49752 • .. PTC Product Design Group, LLC, PO Box 520775, Longwood,F1.31752-0775% 0000:. Florida C of A No. 25935 •••:•• 0 • 0000.. 0000 0000 . . 0000 0000 0000. 0000.. CERTIFICATE OF INDEPENDENCE '• •• "'•;• 0000.. P3. 0000.. C Product Design Group, LLC and Robert J. Amoruso, •••••• P.E. do not have, nor will acquire, any financial interest ,% 1 1r�NM ... in the company manufacturing or distributing �►` � �»•�: �'o� .» »» �► product(s)covered by this Product Evaluation Report. NO 49752 _» PTC Product Design Group, LLC and Robert J.Amoruso, w P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or STATIF OF «" testing of the product(s) covered by this Product Evaluation Report. "=. R j PTC Product Design Group,LLC Project No.412-0609 Robert J.Amoruso,P.E. P.O. Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2107,Rev.0 Page 1 of 4 FBPE Certification of Authorization No.25935 4, n N ALW SCOPE Evaluate Jeld-Wen Inc. Premium Atlantic Aluminum (6100) Single Hung Window — Large Missile Impact for conformance to the 2010 Florida Building Code — Building and Residential Volumes including the High Velocity Hurricane Zone (HVHZ). The engineering analysis (Reference 3.a) determines the anchorage of the product to the supporting substrate and the product evaluation report (this document) summarizes 2010 FBC compliance verification and appropriate Limitations and Conditions of Use. DESCRIPTION OF PRODUCT- INSTALLATION REQUIREMENTS See Reference 1 for a description of the product, its installation and other pertinent data related to its approved use. CODE CONFORMANCE This product is designed to comply with the 2010 Florida Building Code (FBC) requirements including the High Velocity Hurricane Zone (HVHZ). The 2010 Florida Building Code (FBC) and 2010 Florida Residential Code (FRC) requirements specific to this 0000 product that have been met by testing(Reference 2),engineering evaluation (Reference�.a)and depOtowo vn •�••:0 the installation drawings(Reference 1) are the following. •• 0.00 • 0000.. 0009 9099.0 " • 2010 Florida Building Code(FBC), Building Volume "" :9999: 9909 9999 0 9 0 1609.1.2 Protection of Openings • 9.99 0000 0000. 0 1626 High Velocity Hurricane Zones- Impact Tests for Wind-Borne Debris „0,,, 0 ,0;,9' 0 1715.5.2 Exterior windows, sliding and patio glass doors •9'9.0 :00"' 9909.9 0 0 1715.5.4 Anchorage methods ;00;•; •• 0 2411.3 Doors and Operative Windows in Exterior Walls- HVHZ :00 000:0 """ • 2010 Florida Building Code(FBC), Residential volume 0 0 0 ��. :•060 o R301.2.1.2 Protection of Openings o R4403.16 High Velocity Hurricane Zones- Impact Tests for Wind-Borne Debris o R612.6 Exterior windows, sliding and patio glass doors o R612.10 Anchorage methods o R4410.2.3 Doors and Operative Windows in Exterior Walls—HVHZ Laminated glazing interlayer material requirements meet the 2010 FBC in accordance with Miami-Dade Notice c' Acceptance No. 11-0624.02 (Reference 5.a). PTC Product Design Group,LLC Project No.412-0609 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2107,Rev.0 Page 2 of 4 FBPE Certification of Authorization No.25935 rim D LIMITATIONS AND CONDITIONS OF USE n This product evaluation contains or makes reference to specifications,technical details and installation details and/or methods that pertain to the proper use and/or installation of the product specified herein. Specific limitations and conditions of its use including but not limited to the following are contained in Reference 1 and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 9N-3. • Design Pressure Rating(psf) • Installation restrictions. • Installation substrate requirements. • Product description. • Installation anchor requirements. • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by an approved Certification and Quality Assurance Entity National Accreditation & Management Institute (NAMI) as required in Rule 9N- 3.005(3). See FBC Organization No. CER1773 and QUA1789 for approval under Rule 9N-3. APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 9N-3.005(1)(e) states "Rational engineering analysis cannot be used in lieu of a standard test recquired by n the Code for approval of products within the scope of the standard, except that project Cpecwic appr"by the ...... local authorities having jurisdiction in accordance with alternate methods and materials atlrl or6cl in tlrEede." •• Any modification to this product as evaluated in this report and approved by the FloriclzWOding CoPri'rhIssion is outside the scope of this evaluation and will be the responsibility of others.As allowed in:Rule 9N-3.005J1)(e), a �••••� project specific approval by the local authorities having jurisdiction may be used given-;:;;proprit'*I;l Tonal •.•�• analysis is conducted and deemed acceptable to the local authorities having jurisdiction.,,.... ..:..' • PERFORMANCE AND TESTING STANDARDS: • :...% ••••�• , Reference 2 conducted testing to the following standard(s).See Reference 3.b for Equivalency Evaluatipn'ottest procedures to the 2010 FBC/FRC. 1. TAS201-94, Impact Test Procedures. 2. TAS202-94, Criteria for Testing Impact& Non-Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 3. TAS203-94,Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. n PTC Product Design Group,LLC Project No.412-0609 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2107,Rev.0 Page 3 of 4 FBPE Certification of Authorization No.25935 N BMPFN ALW REFERENCES & SUPPORTING DOCUMENTS 1. Drawings: a. JELD0102, Original Release, dated June 25, 2012, signed and sealed by Robert J. Amoruso, Jeld-Wen Inc. Premium Atlantic Aluminum (6100) Single Hung Window — Large Missile Impact — Installation Anchorage Details. 2. Test Reports by National Certified Testing Laboratories: a. NCTL-210-3209-1, dated March 01, 2006 0 3. Reports: a. PTC Report No. 2106, Rev. 0, Anchorage Engineering, for Jeld-Wen Inc. Premium Atlantic Aluminum (6100) Single Hung Window — Large Missile Impact, dated June 25, 2012, signed and sealed by Robert J.Amoruso. b. PTC Report No. 2107-EER, Rev.0, Equivalency Evaluation to the 2010 FBC for Jeld-Wen Inc. Premium Atlantic Aluminum (6100) Single Hung Window— Large Missile Impact, dated June 25, 2012, signed and sealed by Robert J.Amoruso. 4. Florida Building Code: a. 2010 Florida Building Code(FBC), Building Volume i. 1609.1.2 Protection of Openings ii. 1626 High Velocity Hurricane Zones- Impact Tests for Wind-Borne Debris iii. 1715.5.2 Exterior windows,sliding and patio glass doors .'•••. iv. 1715.5.4 Anchorage methods • • • • .• • ••00 v. 2411.3 Doors and Operative Windows in Exterior Walls—HVHZ • • 0000 b. 2010 Florida Building Code(FBC), Residential volume •••• 0.00 • i. R301.2.1.2 Protection of Openings 0 0 ii. R4403.16 High Velocity Hurricane Zones- Impact Tests for Wind-Borne00.. a ris ..00:0 .0000 .00.0. iii. R612.6 Exterior windows, sliding and patio glass doors 0.0.•• • •• iv. R612.10 Anchorage methods 000..0 v. R4410.2.3 Doors and Operative Windows in Exterior Walls—HVHZ ••� • �••�0� .. . • ••• 5. Material Certifications 0• 0 a. DuPont SentryGlas® Interlayer, Miami-Dade Notice of Acceptance No. 11-0624.02. PTC Product Design Group,LLC Project No.412-0609 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2107,Rev.0 Page 4 of 4 FBPE Certification of Authorization No.25935