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RC-13-569 (2) �• � Miami Shores Village 7BY g i O WS Building Department 10050 N.E.Znd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305) 756-8972 INSPECTION LINE PHONE NUMBER: (305)762-4949 EBC 20 10 BUILDING Master Permit No/ 1-5 !`J 6q PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP �? CONTRACTOR DRAWINGS JOB ADDRESS: 125 o g! qq 5 iL City: Miami Shores County: Miami Dade Zip: 3 5137 Folio/Parcel#: is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction �Type: �f Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Phone"—:3U5 Address: 12-F �> N L� City: I A'VI ( State: Zip: 3 ,3 Tenant/Lessee Name: oPhone#: M/A Email: I U QA C,U.Y- IDS L A (F GOCj G b 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:$ �+C�' Square/Linear Footage of Work: Type of Work: ❑ Addition E ] Alteration 1�ij New ❑ Repgir/Replace ❑ Demolition Description of Work: O►.*�01 '),M �k_kk_1 r 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$ (Revised02124J2014) TOTAL FEE NOW DUE 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 oppro d and a reinspection fee will be charged. Signature _ Signature R or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of M(.1,Y" \ ,20 � by _day of 20 , by ��who is personally known to who is personally known to me or who has produced—F71 b 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: y Print: Seal: �..sr• Notary Pupll;�lf Seal: L Domin , ` My Comm '?a�o Expires 0510612018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24,2014) �shs 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: J Uay) C •ACOS-F4 DATE: .2-1 Z"I 12-Dt5 ADDRESS: 1 z 8 Nf� qq 4f' M 14W1 I FV -v313ej 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 lac 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 r � 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 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 1 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 V 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 Ux� 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 hUp://www.mvfloridalicense.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 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 day of Y_ 20 By : LUQ Yl Nal((IDS who was personally known to me or who has Produced there License or as identification. OWNER Notary Public to of Florida L Dominguez 49 MY Cgnmission FF 12048f3 Expires 05to81Z018 �orw Juan Carlos Acosta Hiram Colas 128 NE 99th St. Miami Shores, FI. 33138 Hally K. Yoshida,Jr. Fl. License #CGC1515030 3840 West Hillsboro Blvd. #222 Deerfield Beach, Fl. 33442 February 25, 2015 Re; Formal Contract Termination Notice (New Master Suite Addition), Village of Miami Shores, Permit# RC 3-13-569 US Postal Service, Registered Mail Number Mr. Hally K. Yoshida Jr., Please be advised that as of February 251h 2015,your services as our General Contractor (GC), pertaining to the above referenced transaction, has been officially terminated due to numerous violations, on your part, of the terms of our mutually agreed upon contract. This written, registered and signed letter serves as further notice of a termination text you received from Juan Acosta on 2/17/2015. Below you are being provided with a much-abbreviated list of the specific reasons as to why we are,unfortunately, having to terminate our contract agreement with you and your services. This list is by no means a final list, and can, and will be augmented with many more detail at a future date. 1.Poor,sub-standard,and shoddy quality of work and workmanship,as well as a lack of supervision on your part of both your own employees and the sub- contracted individuals you have chosen to hire to work on our home project. On numerous occasions you have been made aware of this situation, but you have either chosen to ignore the situation, or looked the other way when it came to the lack of professionalism on the part of the men you hired to do the work on our home. 2. It has always been implicit and agreed upon, by you,as well as us, on numerous occasions that this project would be completed within 3-5 months total time. It has also been brought to your attention, on numerous occasions that it was completely unacceptable for you to abandon this project for multiple consecutive week, or for that matter months, at a time. It is no wonder that we are now at almost 1 year and 3 months,and you have yet to complete the contracted work with no end in site. In addition, on, or about January 7th, 2015,almost 3 months ago, we provided you , with an email punch list of over 50 items that needed to be completed.As of today, x ' few of the items on that list have been signed off on. We have made you aware of this situation many times,but once again you have chosen to either make excuses for the shoddy work quality, informed us that you had taken on too many simultaneous job responsibilities and couldn't concentrate our addition, or made promises that you ended up not keeping regarding placing more employees on our work site and finishing our project. 3.As of just a few days ago, most building permits filed with the Village Building Department pertaining to this particular master permit(RC 3-13-569), the master bedroom and bath addition, have expired. As a matter of fact, it's very unfortunate, but at our meeting with the Village Building Department regarding this particular contract reference in this letter, it has also come to our attention that your lack of responsibility to your fiduciary relationship with us actually pre-dates this current job. Per The Village of Miami Shores Building Department records, not only did you never receive a final inspection approval on the previous permitted contract, the ridge beam replacement project,as you had stated in your email dated July 15th 2013, their records indicate you never even ordered the final inspection on either the ridge beam replacement or the electrical sub-permit, permit# RC 10-12-1908. Those permits is still open, but have now obviously expired. The cost to remedy and cure the situation, on the permits alone, is well over$1,500. Of course,you were paid in full for that particular contract based on the information you provided us, that stated that you had received a final approval certificate from the Village of Miami shores Building Department. The amount of documented discrepancies pertaining to this particular contract, as well as others,and the examples of shoddy workmanship are numerous to say the least. It is truly unfortunate, and very disappointing to us,that you could not conduct yourself in a professional and efficient manor,as your Florida license requires you to do so. However,as stated previously,this letter serves,as your official notice that due to your own negligence in the application of our mutually agreed upon contract,your services, or lack there of,as our general contractor,are no longer needed. Furthermore, please keep in mind, that this termination notice does not in anyway preclude us from pursuing any,and all legal rights and remedies, which we are entitled to under Florida State laws and statures. Thank You Juan C. Acosta Hiram Colas SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete item 4 If Restricted Delivery is desired. 15ftent ■ Print your name and address on the reverse X ❑Addressee MIAMI SHORES POST OFFICE so that we can return the card to your 13 ed by Name) , C. Dat f liv MIAMI SHORES, Florida ■ Attach this card to the back of the mailpiece, y+ 1 or on the front if space permits. U I 14-1 , 1) ` � 331539998 D. Is delivery address different from item l? 13 Yes 1158540118 -0099 1. ArttiicleA`dddresqe%to:, y— 02/27/2015 ;800)275-8777 12:57:57 PM y d-%"Vd�j -�I C, ff YES,enter delivery address below: ❑No Y-�v u� J/ 1 Sales Receipt 3Qt{o t, es�- I�i�1S1�,c�a f31�Q , Product Sale Unit Final Z 22— Description Qty Price Price �cc aa '339 4Z 3. Service Type ZoneF2EL0 BEACH FL 33442-9478 $0,49 ❑Certified WHO ❑Priority Mail Express' First-Class Mail Letter ❑Registered ❑Return Receipt for Merchandise 0.60 o z. ❑Insured Mail ❑Collect on Delivery Expectea Delivery: talon 03/02/15 4. Restricted Delivery?(Extra Fee) ❑Yes Return Rcpt (Green Card) $2.70 @@ Certified $3.30 2. Article Number USPS Certified Mail #: (11arrsfer from 4 7014 2120 0003 0445 8063 70142120000304458063 Ps Form 3811; u y 13 Domestic Return Receipt Issue Postage: $6.49 Postal Total : $6.49 CERTIFIED o RECEIPT Paid by: m ,,mestic Mail , Cash $10.00 -n nly Change Due: -$3.51 r delivery information,visit our website at www.usps.corn�. •co DEWNTEFor tracking or inquiries go to FL USE 1 USPS.com ar call 1-800-222-1811. Postage $ Order stamps at usps.com/shop or call HARES Pia, certified Fee `+S 1-800-Stamp24. Go to uses.corn/cl i cknshi p fr1 Postmark to print shipping labels with postage. For C3 RsementRequire) �� Here other information call 1-800-ASK-USPS. 0 (Endorsement Required) �' ,'E Restricted Delivery Fee O (Endorsement Required) 1. ru Get your mail when and where you want. it Total Postage&Fees $ with a secure Post Office Box. Sign up for rt-I a box online at. usps.com/poboxes. Sent To ...... . . . . -----------»----.,---------------------------------------------------------------------- O Street&Apt.'No n or PO Box No. CiQ State,ZIP+4 Bill#: 1000100872471 Clerk: 04 PS Form 3800,July 2014 See Reverse for Instructions All sales final on stamps and postage Miami Shores Village 13 f 3 Building Department g 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 C.. INSPECTION' HO E NUMBER: (305)762.4949 -=' FBC 20 B ILDING Permit No. PERMIT APPLI T N �` Master Permit No. � Permit Type: BUILDING ROOFING JOB ADDRESS: 128 N E 99th Street City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3206-013-2270 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name(Fee Simple Titleholder):Juan Carlos Acosta Phone#:305.710.3702 Address: 128 NE 99th Street City: Miami Shores Village State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: Juancarlosla@aol.com CONTRACTOR: Company Name: H.K. Yoshida Construction, LLC Phone#: 954.275.3969 Address: 3840 W. Hlllsboro Blvd, 222 City: Deerfield Beach State: FL Zip: 33442 Qualifier Name: Hal Yoshida Phone#: 954.275.3969 State Certification or Registration#: CGC1515030 Certificate of Competency#: Contact Phone#: 954.275.3969 Email Address: hal@gccontractor.com DESIGNER• Architect/Engineer: Smith Smith Design Corporation Phone#: 305.892.9669 Value of Work for this Permit: $80,000.00 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration tgNew ❑Repair/Replace ❑Demolition Description of Work: Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE 7 M �oc) PERMIT# CO!'�TRACTOR: SUBMITTAL DATE: 31 ADDRESS: 1 v cl c� NAME: y� RESUBMITAL DATES: PROJECT TYPE: • ZONING FIRE ,\> 3 21 2'g t ��.{� �6I STRUCTURAL 0 ACT FEES �j,E�= R_t- �t',�•a_ mac: :®�' EL '"! SIDERM MECHANICAL �_ �� BLDG ` 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap roved and a reinspection fee will be charged. Signature signature Owner or Agent Contrctor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 2013,by /fi/U S' day of 20 a,by /V w is personally known-to me or who has produced who i ersonally known to me_4r-who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig : �v' Si n: MIRA �� Pri „. Print: •. Notary Pu a of lora ••,PAY"`'COs3—�-eial te of FloridaM e " .V r� >t >✓ a MCom =3Mar 31,2016 Commission 8 EE B"4297 ��.' y #�EE 184297 .,,e�F�o?.• "PA P Commission Bonded Through National Notary Assn. .,� �o-•• ••,°;; Bonded Through National Notary Assn. MW APPROVED BY �� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) To: F �2 of 3 ZO'13-12-11 '17:'13:'15 (OMT) '1954208059'1 From: Holly YoaFlida y 02-08-2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.. EFFECTIVE DATE: 02/0$/2012 EXPIRATION DATE: 02/07/2014 PERSON: YOSHIDA HALLY K JR FEIN: 261145302 BUSINESS NAME AND ADDRESS: H K YOSHIDA CONSTRUCTION LLC DBA GC CONTRACTOR EXPRESS 3840 W. HILLSBORO BLVD, 222 DEERFIELD. BEACH FL .33442 SCOPES OF BUSINESS OR TRADE: 1- CONSTRUCTION SUPERVISOR (5606) 2- CONDUIT CONSTRUCTION - FOR CAB 3- CONTRACTOR-PROJECT MANAGER, CO 4- CARPENTRY - INSTALLATION OF CA IMPORTANT: Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate Of election under this section may not recover benefits or compensation under Ibis chapter. Pursuant to Chapter 440.051121, F.S., certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(131, F.S., Notices of election to be exempt end certificates of ,$action to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named an the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. OWC-252 CERTIFICATE OF ELECTION 70 BE EXEMPT REVISE(] 01-11 QUESTIONS? (850) 413-1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL 3ERvices IMPORTANT DIVISION OF WORKERS'COMPENSATION F Pursuant to Chapter 440.06(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY O elects exemption from this chapter by filing a certificate of election CE RTIFICATCO F ELECTION ION OBE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this sAW - D chapter. EFFECTIVE: 02/08/2012 EXPIRATION DATE: 02/07/2014 Pursuant to Chapter 440.05(12), F.S., Certificates of election to be PERSON: HALLY K YOSHIDA JR H exempt... apply only within the scope of the business or trade listed on FEIN: 261145302 E the notice of election to be exempt. BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt H K YOSHIDA CO CONSTRUCTION SS and certificates of election to be exempt shall be subject to revocation 040 W. CONTRACTOR D, 222s if, at any time after the filing of the notice or the issuance of the 3640 .W. BEACH, , ,LVD. 222 certificate, the person named on the notice or certificate no longer meets DEr-RF:ELr oeAcli, n. a3aaz the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE: person named on the certificate to meet the requirements of this I- CONSTRUCTION SUPERVISOR 15606) 2- CONDUIT CONSTRUCTION - FOR CAB Section. 3- CONTRACTOR-PROJECT MANAGER, CO a- CARPENTRY - FNSI"ALLATION OF CA QUESTIONS? (850) 413-160.9 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 To: Pages 3 of 3 20'19-�2-�1 1 7:1 3:'15 (OMT) �954206059'1 From: Holly Yoal-Iida\ 115 S. Andrews.Ave., Rm. A-100, Ft. Lauderdale, FL 333011-1895 - 954-.831-40.00 VALID OCTOBER 1,2013 THROUGH SEPTEMBER 30,2014 DBA: K YOSHTDA CONSTRUCTION LLC Receipt#`GENERAL180 7 CONTRACTOR (GEN) AL Business.Name: Business Type: CaNTxRCTorz) Owner Name:HAzLY K YOSHIDA JR Business Opened:0.3/17 j2 0 08 Business Location:.3840 W HILLSBORO BLVD 2.22 State/County/Cert/Reg:CGC1515030 D.EERFIELD BEACH. Exemption Code: Business Phone:954-27.5-3969 Rooms Seats Employees Machines, Professionals. =`l For Vendingi Busines sOny Number of Machines--, Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years collection Cost Total Paid 27.00 0.0t O.OQ 2,70 Q,09i 0.00 29..70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing.business within Broward county and is non-regulatory in nature,You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the .business is .sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is.legal or that It is in compliance p e with State or local laws and regulations.. Mailing Address, RALLY K YOSHIDA JR Receipt: #30A-13-00000087 3840 W HILLSBORO BLVD #2.22 Paid 10/01/2.013 2.9,7.0 DEERFIELD BCH, FL 33447. 2013 - 2014 / U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A-PROPERTY INFORMATION FOR INSURANCECOMPANY USE Al. Building Owner's Name JUAN C. ACOSTA Policy Number: A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number. 128 NE 99 STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOT 11 &E 1/2 OF LOT 12&W 25 FT OF LOT 10, BLOCK 17, MIAMI SHORES SECTION 1, PLAT BOOK 10,PAGE 70 A4. Building Use(e.g., Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude: Lat. N25051'57.36" Long.W80°11'41.79" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1850 sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 12 within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b 3276 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4. Map/Panel Number B5.Suffix B6.FIRM Index Date B7. FIRM Panel B8.Flood B9. Base Flood Elevation(s)(Zone 12086C 0302 L 09-11-09 Effective/Revised Date Zone(s) AO, use base flood depth) 09-11-09 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date: N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized:#N-568 ELEV=9.65' Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Tap of bottom floor(including basement,crawlspace, or enclosure floor) 10.41 ®feet ❑meters b)Top of the next higher floor 12.53 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ❑meters d)Attached garage(top of slab) N/A. ❑feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10.49 ®feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10.41 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 10.56 ®feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support NIA. ❑feet ❑ meters SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. /understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name ARTURO R.TOIRAC License Number 3102 Title LAND SURVEYOR Company Name Address 14317 SW 45 TERRACE City MIAMI State FL ZIP Code 33175 _ SignatureDate 11-22-13 Telephone (305)552 7504 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. d. IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 128 NE 99 STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. Comments CROWN OF ROAD ELEV= 11.12' LOWEST MACHINERY ON C2 e IS A/C ELEVATION DETACH BUILDING DIAGRAM NUMBER 8,CRAWLSPACE ELEVATION=10.41', FINISH FLOOR ELEVATION=12.59',CRAWLSPACE AREA=347.4 SQ FT,4 FLOOD VENTS, FLOOD VENTS AREA= 1800.0 SQ IN. LAT/LONG OBTAINED BY GPS Signature _ Date 11-22-13 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B, and C. For Items E1—E4, use natural grade, if available.Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑ meters ❑ above or❑ below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet Cl meters ❑ above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑ above or ❑ below the HAG. E3. Attached garage(top of slab)is ❑feet ❑ meters ❑above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑ above or❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ' ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 128 NE 99 STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken-, "Front View" and `Rear View"; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. "Front View" Date: 11-22-13 "Rear View" Date: 11-22-13 _ 1 x r. v 1 r ti "Additional Front View" Date: 11-22-13 "Additional Rear View" Date: 11-22-13 FEMA Form 086-0-33 (7/12) Replaces all previous editions. J.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE - FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 ,Vational Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name JUAN C. ACOSTA Policy Number: A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number: 128 NE 99 STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOT 11 &E 1/2 OF LOT 12&W 25 FT OF LOT 10, BLOCK 17, MIAMI SHORES SECTION 1, PLAT BOOK 10,PAGE 70 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude: Lat. N25051'57.36" Long.W80°11'41.79" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1850 sq ft a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 12 within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b 3276 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3.State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood 69. Base Flood Elevation(s)(Zone 12086C 0302 L 09-11-09 Effective/Revised Date Zone(s) AO, use base flood depth) 09-11-09 X N/A B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: Bl l. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date: N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized:#N-568 ELEV=9.65' Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement, crawlspace, or enclosure floor) 10.41 ®feet ❑ meters b) Top of the next higher floor 12.53 ®feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ❑feet ❑ meters d)Attached garage(top of slab) N/A. ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10.49 ® feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10.41 ®feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) 10.56 ®'feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A. ❑ feet ❑ meters SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name ARTURO R.TOIRAC License Number 3102 Title LAND SURVEYOR Company Name � 'l�� Address 14317 SW 45 TERRACE City MIAMI State FL ZIP Code 33175 Signature } Date 11-22-13 Telephone (305)552 7504 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. RECEIVED DEC 0 9 204 ray` IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 128 NE 99 STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2) insurance agent/company,and(3)building owner. Comments CROWN OF ROAD ELEV= 11.12' LOWEST MACHINERY ON C2 e IS A/C ELEVATION DETACH BUILDING DIAGRAM NUMBER 8,CRAWLSPACE ELEVATION= 10.41', FINISH FLOOR ELEVATION= 12.59', CRAWLSPACE AREA=347.4 SO FT,4 FLOOD VENTS, FLOOD VENTS AREA= 1800.0 SO IN. LAT/LONG OBTAINED BY GPS Signature Date 11-22-13 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B, and C. For Items E1—E4, use natural grade, if available.Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace, or enclosure)is ❑feet ❑ meters ❑ above or❑ below the HAG. b)Top of bottom floor(including basement,crawlspace, or enclosure)is ❑feet ❑ meters ❑ above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage(top of slab)is ❑feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑ above or❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 128 NE 99 STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. "Front View" Date: 11-22-13 "Rear View" Date: 11-22-13 �F L 1 "Additional Front View" Date: 11-22-13 "Additional Rear View" Date: 11-22-13 ,4. 1 t N FEMA Form 086-0-33(7/12) Replaces all previous editions. .. �!. . : ---- .. - -.-. �f : L .. t _ . 3 sus' z {ate : t - <_. .. S =r- 04 'fa -- s rim Xyl �qJ i6V r t� - ..._ Isar s'T< clD S : ..T _.._..l�a Y --� - ... .. .. _ ... ... .__. ..._ _ ..........: P-y : f(3 . #038398-F-0 CITY COPY Edward A.LANPERS, P.E, 5)823-3938 CONSULTING ENGINE � f ■r`r _. 71 ` - OL 0. - ,Cop } : LO dl Kit- t P.E.#038398 Edward A. _ LANDERS, P.E. (305)823-3438 CONSULTING ENGINEERS - : _ r - -- Jr '•-•- ..�t_, .-'.fin . .' _ ... _ ... �� : s ; • v > u. ...._ w y _ y rts_ s . 0 _v_A>�: -.Y.r:+-..tx v-._ ..n>a...w ..'::-�--.:_ -:-.n...v-� v. .. - , v , w _. _ _.�,.r ..Gw_.•r ,_. _._ 3 - - : w= om r rt J6 .:....--...._ _ 3 tS - _ � - : P.E. #038398 Edward A. UNDERSEf CONSULTING ENGINEERS TABLE 3.2,1..2: Reinforced Wail-Propertles for Load Combinations Not Including Wind or Seismic t s 8 nProo $4�1.�1i1f9t9:41U. d _ Er 29,000,000 ps �",Eftective Depth , d a 3.8725 In FY 80,000 psi (Table Arranged by IncreasingMR) Pm a 1,360 psi fm 1,600 PSI Out-of-Plane Resisting Moment.and Shear for Bare Positioned In the Center of the Well ` ''• 7618"• II Pm■1,350 psi Pm+�1,500 psi Bar Bar Bar Sar Bar Spacing A. MR Bar Spacing f�� It tsar Spacing MA Bar Spacing Size fn) n� n-Iblft ize n n Ift 1111 Size n on) In-lb/ft Size In n'/ft to-Ib ft 7 8 1.0i 20,072 4 24 0.10 8,311 8 8 1. 9 21,860 $ 72 0.13 8,928 8 0.90 19,008 8 72 0.13 8,310 7 8 0 0 20,647 4 24 0.10 8,348 8 0.88 17,730 8 58 0,09 7,804 8 8 0,8 -18,201 7 72 0.10 8,114 8 18 0.59 16,809 5 40 0.09 7,753 8 18- 0. 18,055 8 58 0,09 7,840 5 8 0.47 18,221 7 72 0.10 7,582 8 8 10.47. 17,511 5 40 0.09 7,786 7 16 0.45 15,850 6 84 0.08 8,829 7 18 0.45 16,963 8 84 0,08 8;880 8 24 0.40 15,040 6 48 0.08 8,608 8 24 0.40 16,308 18 0.33 14,499 4 32 0.08 8,308 8 18 0.33 15; 8 40 •16,08 ` � 880 � 6 48 �0.08 4 8 0.30 14,301 8 98 0.1.0 8,232 4 8 0.30 15,381sk 7 24 0.30 14,087 6 72 0.07 8,070 7 24 0.30 15,198 6 72 0.07 8,097 8 32 0.30 13,987 7 98 0.08 5,687 8 32 0,30 16,118 1 98 0.08 6,085 8 40 0.24 13,180 5 56 0.07 5,578 8 40 0.24 14,181 6 56 0,07 8,800 8 18 0.23 13,134 4 40 0.06 5,088 6 18. 0, 23 14,127 $ 120 0.08 5,35.7 7 32 0.23 12,972 8 120 0.08 4,980 7 32 0.23 13,963 4 40 0.08 !3,104 6 24 0.22 12,896 6 84 0,08 4,881 8 .24 0.22 13,871 6 64 0.06 4,900 8 48 0.20 12,465 6 98 0.06 4;552 8 48 0.20 . 13,392 7 120 0.08 4,888 7 40 0.18 12,103 7 120 0.06 4,549 7 40 0.18 12,982 6 96 0.08 4,573 6 32 0.17 11,758 5 72 0.06 4,339 6 32 .0.17 12,592 5 72 0,05 4,358 5 24 0.16 11,508 4 48 0.05 4,264 5 24 0.18. 12,315 4 48 0.06 4,278 7 48 0,16 11,374 4 56 0.04 3,866 4 18 0,16. 12,171 4 66 0.04 13,867 4 18 0,16 11,374 6 120 0.04 3,842 7 48 OJ4 12,171 6 120 0.04 3,658 8 40 0.13 10,809 5 98 0.04 3,254 8 58 0"' 0. 17 11479 5 98 0.04 3,287 8 66 0.17 10,884 4 04 0.04 3,198888 4 64 0.04 3,209 7 58 0.13 9,749 4 72 0.03 2,84332 4 72 0.03 2,862 5 32 0,12 9,698 5 120 0.03 2,803044 5 120 0.03 2,614 8 84 0.16 9;349 4 98 0.03 2,1324 98 0.03 2,139 6 48 0.11 9,105 4 120 0.02 1,706146 4120 0.02 1,741 784 0.11 8,530 8 h � w 67P eW iNG.f .` 7b �� 77 TO -74 47 3.3 . 10 ci hY�s+` k t �- .. k Flo ISS t' .. ... L. :;.... .. .: .. ... .� .. .. P.E. #038398 Edward A. LANDERI'll 11 E. (305)823-3938 CONSULTING ENGINEERS � d & tzs` 1 _ le3S' , re O<' c4o fes' r . . 3 -3. 24 LIZ) p4 bci _. 1 4O tr to z� 3 I Ae ` -S7 x z x Z Cao P.E. #038398 Edward A. LANDERS, RE, (305)823-3938 -f. CONSULTING ENGINEERS I + '! O. t �,., b , l - =t` V S C 2- t � OW-5. s �° a3' P.E. #038398 Edward A. SANDERS, Me (305)823-3938 c CONSULTING ENGINEERS A-n CAA Ld U/�T Flea (33,'x' 13 3' r 3 4 rG "lip tlL. tc 77 � S c� 3 a -) 8 170 tr P.E.#038398 Edward A. LANDERSp p i�� (305)823-3938 CONSULTING ENGINEERS 8� ��- _ f uj= I�zc .;.�. Alf r- -i P.E.#08388 I Edward A. LANDERS, RE$ (305)823-3938 CONSULTING ENGINEERS p ,,/ a 4 ° _ r- L ZIFo r �E,2�►-c :am L..l . .. laxZ. r,Of ,c,— 3 E.# 398 Edward A. LA DERS, PiEs (345)823-3938 CONSULTING ENGINEERS MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date 6/17/2012 Project No. Company Name EDWARD A. LANDERS, P.E. Designed By EDWARD A. LANDERS, P.E. Address 7850 NW 146 STREET Description RESIDENCE ADDITION City MIAMI Customer Name 128 NE 99th STREET State FLORIDA Proj Location MIAMI SHORES, FL File Location: C:\Program Files\MECAWind\1212218-Ol.wnd a _2_. 3 ROOF not shmm - 5 2; 1 ; 221 ; 2 51 1 1 1 4 i 5; a 3. 2 3 3i 2 131 Walls a Gable Raaf 7<0<=45 a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- DOOR 1 8.25 8.00 66.0 4 0.86 -0.96 42.65 -46.76 DOOR 2 8.91 7.00 62.4 4 0.86 -0.96 42.82 -46.94 UPLIFT 2.00 10.00 33.3 1 0.40 -0.85 23.70 -42.33 UPLIFT 2.00 10.00 33.3 2 0.40 -1.44 23.70 -66.67 UPLIFT 2.00 10.00 33.3 3 0.40 -2.29 23.70 -101.59 Khcc:Comp. &Clad. Table 6-3 Case 1 = 1.03 Qhcc: .00256*V^2*Khcc*Kht*Kd = 41.19 psf GO- MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date : 6/17/2012 Project No. Company Name : EDWARD A. LANDERS, P.E. Designed By : EDWARD A. LANDERS, P.E. Address : 7850 NW 146 STREET Description : RESIDENCE ADDITION City : MIAMI Customer Name : 128 NE 99th STREET State : FLORIDA Proj Location : MIAMI SHORES, FL File Location: C:\Program Files\MECAWind\1212218-Ol.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 5.95 : 12 Slope of Roof(Theta) = 26.39 Deg Ht: Mean Roof Ht = 13.98 ft Type of Roof = Gabled RHt: Ridge Ht = 17.20 ft Eht: Eave Height = 10.75 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 929.00 ft^ 2 Bldg Length Along Ridge = 32.00 ft Bldg Width Across Ridge= 22.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht 8.39 ft lzm: Cc* (33/Zm) ^0.167 0.19 Lzm: 1* (Zm/33) ^Epsilon = 547.72 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0. 63) ) ^0.5 = 0. 95 Gust2: 0. 925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0. 90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Figure 27.4-1. External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems V eta h do L B Kh: 2.01* (Ht/Zg)^(2/Alpha) = 1.03 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V)^2*I*Kh*Kht*Kd = 41.19 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 929.00 ft^2 Reduction Factor based on Roof Area = 0.81 MWFRS-Wall Pressures for Wind Normal to 32 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -24.92 -10.09 Side Walls -0.70 -31.92 -17.09 Wall Elev KZ Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 17.20 1,06 1.00 42.18 21.27 36.10 46.19 Windward 17.00 1.05 1.00 42.10 21.21 36.04 46.13 Windward 16.00 1.04 1.00 41.66 20.91 35.74 45.83 Windward 15.00 1.03 1.00 41.19 20.60 35.43 45.52 Note: 1) Total = Leeward GCPi + Windward GCPi Roof Location Cp +GCpi(psf) -GCpi(psf) Windward - Min Cp -0.32 -18.62 -3.79 Windward - Max Cp 0.16 -1.81 13.02 Leeward Perp to Ridge -0.60 -28.42 -13.59 Overhang Top (Windward) -0.32 -11.20 -11.20 Overhang Top (Leeward) -0.60 -21.01 -21.01 Overhang (Windward only) 0.80 28..01 28.01 MWFRS-Wall Pressures for Wind Normal to 22 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCPi (psf) - --------------- ------ ----------- ----------- Leeward Wall -0.41 -21.74 -6.91 Side Walls -0.70 -31.92 -17.09 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCPi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 17.20 1.06 1.00 42.18 21.27 36.10 43.01 Windward 17.00 1.05 1.00 42.10 21.21 36.04 42.95 Windward 16.00 1.04 1.00 41.66 20.91 35.74 42.65 Windward 15.00 1.03 1.00 41.19 20.60 35.43 42.33 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 7.0 ft -0.90 -38.93 -24.10 7.0 ft to 14.0 ft -0.90 -38.93 -24.10 14.0 ft to 28.0 ft -0.50 -24.92 -10.09 28.0 ft to 32.0 ft -0.30 -17.92 -3.09 MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date 6/17/2012 Project No. Company Name EDWARD A. LANDERS, P.E. Designed By EDWARD A. LANDERS, P.E. Address 7850 NW 146 STREET Description RESIDENCE ADDITION City MIAMI Customer Name 128 NE 99th STREET State FLORIDA Proj Location MIAMI SHORES, FL File Location: C:\Program Files\MECAWind\1212218-Ol.wnd alm -2-1-3 I I 1 I - Roof not I I 1 I i I 1 I I 1 I shown 1 I 1 1 5i 2 1 I221: 1 ' 2 I I I 1 I 1 I 1 I I 1 I 1 1 I 5' a 3.2331213 waRs a Gable Roof 7<0<--45 a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- DOOR 1 . 8.25 8.00 66.0 4 0.86 -0.96 42.65 -46.76 DOOR 2 8.91 7.00 62.4 4 0.86 -0.96 42.82 -46.94 UPLIFT 2.00 10.00 33.3 1 0.40 -0.85 23.70 -42.33 UPLIFT 2.00 10.00 33.3 2 0.40 -1.44 23.70 -66.67 UPLIFT 2.00 10.00 33.3 3 0.40 -2.29 23.70 -101.59 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc: .00256*VA 2*Khcc*Kht*Kd = 41.19 psf �J w a ; 7450 Griffin Road,Suite 140 • Davie,Fl.33314 Tel:954-584-6115 ' Fax:954-581-2415 E-mail:ppeana@soilprobe.net Soilpibbe En eem & TestingJac. � g September 26, 2012 Smith & Smith Design Corporation 11633 NE 11"'Place Biscayne Park,FL 33161 RE: Subsurface Investigation Proposed Addition 128 NE 99' Street Miami Shores,FL 33138 In accordance with your request and authorization, Soilprobe Engineering & Testing, Inc. has completed subsurface exploration and geotechnical studies at the above referenced project site. We explored the general subsurface conditions in order to evaluate their suitability for supporting the proposed residential addition, and to provide recommendations for site preparation and foundation design. Our work included standard penetration test(SPT)borings and engineering analyses. This report describes our explorations and tests, reports their findings, and presents our recommendations developed from the investigation. Our report has been prepared specifically for this project. It is intended for the exclusive use of Smith & Smith Design Corporation, their representatives and/or assigns. Our work has used methods and procedures consistent with local foundation engineering practices. No other warranty, expressed or implied, is made. We do not guarantee project performance in any respect, only that our work meets normal standards of professional care. It is in our understanding that the proposed construction will consist of an addition at the west side area of the existing residence. Existing improvements and location of our soil tests are presented in the attached location sketch. The structure will consist of conventional poured in place concrete and concrete masonry unit (CMU). The bearing walls will be supported by shallow continuous and isolated footings designed for an allowable soil bearing capacity of 2,500 PSF. The subsurface conditions at the site were explored with two (2), engineering borings advanced to a depth of 14 feet below the existing ground surface. Samples of the in place materials were recovered at frequent intervals with a standard 24 inches split barrel sampler driven into the ground with a 140-pound hammer falling 30 inches. This work was performed on September 20, 2012 following closely procedures recommended in ASTM Method D-1586. Detailed subsurface conditions encountered at the locations and depth explored is presented in the attached logs. Our drillers examined the soil recovered from the SPT sampler and maintained a log for each boring. Soil samples were inspected and classified using nomenclature consistent with the Unified Soil Classification System(USCS). Engineering is the essence . . . . . . . . . . . . . . . . . . . . . . . ofscience`and technology r Smith & Smith Design Corporation 128 NE 99"' Street September 26, 2012 Page 2 of 3 The soil stratification, shown on the boring logs, is based on examination of recovered soil samples and drillers interpretation in the field. It indicates only the approximate boundaries between soil types. The actual transitions between the adjacent soil strata may be gradual and indistinct. A review of boring logs revealed a surfacing layer of topsoil 8 inches thick. Below this layer and extending to the borings termination depth, the soil consisted of alternate layers of sand and soft sandy t sandstone and limestone. Standard penetration resistance, N-value recorded during the tests indicated soil condition as loose to medium dense. The water table measured at the time of test was found at a depth of approximately 8.00 feet below prevailing grade. Fluctuations in ground water level should be anticipated throughout the year due to seasonal variations in rainfall, drainage and other factors. Based on our observations, results of boring, and evaluation of the existing soil conditions, it is our opinion that the soil at the site is generally suitable to support the proposed structure on conventional shallow foundations. However, densification of the existing loose sub-soils is required; if they are to support the shallow foundations, in order to avoid excessive settlements that may be detrimental to the structure. The following site preparation procedures are recommended prior to the installation of the foundations: 1. Clear and grub the proposed addition area plus a perimeter of minimum three feet outside the foundation limits removing topsoil, vegetation, roots and any existing improvements. The thickness of the surfacing topsoil with roots to be removed is expected to be approximately 8 inches. 2. Level and compact the building area with a light, 4-tons vibratory roller, such as Dynapac CA- 121 or equivalent in order to densify the existing loose gravelly sand to a minimum 95% of maximum dry density as determined by ASTM Method D-1557. During compacting operation the sandy soil shall have moisture content close to the optimum of approximately 10%. Field density tests shall verify compacting effort prior placing any additional fill. 3. Bring the building pad area to the design grades using clean fill, by placing the soil in layers not exceeding 12 inches in loose thickness. Compact each layer to a minimum 95% of maximum dry density prior placing the next lift of fill. It is our opinion that the addition pad installed as specified above will provide an allowable bearing capacity of 2,500 PSF. All compacting effort shall be monitored and tested by a representative of this office to insure compliance with these recommendations if is desired that this office to certify the addition pad bearing capacity. Smith & Smith Design Corporation 128 NE 99`' Street September 26,2012 Page 3 of 3 In all cases were vibrato-compaction is utilized, care must be taken to prevent damages to the nearby structures. Monitor the adjacent structures for induced vibrations and adjust the compacting operation as needed to prevent any damages to these buildings. Any modification to the above-recommended procedures should be approved by Soilprobe Engineering &Testing, Inc. Further, in order to verify compliance with these specifications and document construction procedures used and actual conditions encountered we recommend that Soilprobe Engineering & Testing, Inc. be retained to test the compacting effort on this project. This office does not accept any responsibility for any conditions that deviate from those described in this report, nor for the performance of the foundation if not engaged to provide construction observation,testing and certification for this project. In the event, any changes occur in the design, nature or location of proposed addition, Soilprobe Engineering & Testing, Inc. should be requested to review the conclusions and recommendations in this report. Due to the fact that soils are generally, naturally deposited material under variable conditions, it must be understood that major subsurface discontinuity may occur within short distances. It is unlikely that the tests used for this investigation revealed all subsurface conditions. Our office does not warrant or imply that the data collected on our log of borings are indicative of the subsurface features; except the locations where borings were taken. If variant or unusual soil conditions are found during construction, please notify this office for further evaluation. It was a pleasure to have had the opportunity to perform this investigation for you, and we hope that you will call on us if we may be of further service. Sincerely, SOILPROBE ENGINEERING& TESTING,INC. PA PEANA,PE. 7334 Enc. Soil Logs Location Sketch LOG OF BORING JOB#: 102473 Sheet: 1 of 1 Boring: 1 Date: 9/20/12 CLIENT: SMITH& SMITH DESIGN CORP. Date started: 9/20/12 PROJECT: 128 NE 99Tn STREET,MIAMI SHORES,FL Date completed: 9/20/12 LOCATION: SEE ATTACHED LOCATION SKETCH Driller(s): PP/RC DESCRIPTION: Z 1; °G Soil type,color,texture and consistency. Notes on drilling conditions. 0.00 0'-0" Grass 1 05-8" Dark sand and roots 1.00 2 4 19 Grey sand 1'-6" 2.00 2 2 Tan sand w/sandstone fragments 3.00 2 4 20 2 _ 4.00 2 4'-0" 3 5.00 4 7 24 Pale tan sandy soft and porous sandstone and limestone 3 6.00 4 6'-0„ 3 700 4 8 24 4 8.00 4 = 8'-0„ 4 Tan reddish sand 9.00 4 7 24 3 10.00 4 5 "°° 5 12 24 7 12.00 7 8 13.00 7 15 24 8 14.00 8 145-0" End of test 14'-0" 15.00 16.00 17.00 18.00 19.00 20.00 TYPE of SAMPLE: Cohesionless Density: Cohesive Consistency: 140 Lb.WT.Hammer x 30"fall on 2"sampler D—disturbed (2)—Penetrometer 0-10 Loose 04 Soft U.L.-Undist.Liner 10-30 Medium 4-8 Medium Stiff S.T.—Shelby tube 30-50 Dense 8-15 Stiff S.S.—Sample Spoon 50+Very dense 15-30 Very Stiff LOG OF BORING JOB#: 102473 Sheet: 1 of 1 Boring: 2 Date: 9/20/12 CLIENT: SMITH& SMITH DESIGN CORP. Date started: 9/20/12 PROJECT: 128 NE 99TH STREET,MIAMI SHORES,FL Date completed: 9/20/12 LOCATION: SEE ATTACHED LOCATION SKETCH I Driller(s): PP/RC DESCRIPTION: aai �" O c Z R E o ai A a y c Soil type, color,texture,and consistency. CIO Notes on drilling conditions. 0.00 01-01, Grass 2 07-895 Dark sand and rock 100 2 4 19 2 Pale grey sand 2.00 2 T-0" 2 3.00 3 7 22 4 4.00 4 3 5.00 4 g 24 4 Pale tan soft. sandy and porous sandstone and limestone 6.00 4 4 7.00 3 7 24 4 8.00 5 — 8,-0" — 6 9.00 6 11 24 10.00 6 7 11.00 6 13 24 7 12.00 7 8 1300 7 13 24 6 14.00 7 14'-0" End of test 14'-0" 15.00 16.00 17.00 18.00 19.00 20.00 TYPE of SAMPLE: Cohesionless Density: Cohesive Consistency: 140 Lb.WT.Hammer x 30"fall on 2"sampler D—disturbed (2)—Penetrometer 0-10 Loose 0-4 Soft U.L.-Undist.Liner 10-30 Medium 4-8 Medium Stiff S.T.—Shelby tube 30-50 Dense 8-15 Stiff S.S.—Sample Spoon 50+Very dense 15-30 Very Stiff OF MIAMI SHORE5 SECTION ONE according to the plat thereof, as recorded in Plat Hook 1 G, page 70, of the Public Records of Miami Dade County, Florida. SKETCH OF SURVEY (Boundary Survey) SCALE 1"=24' NF 99th ST. �— 20'Aspha7tPa�r�nent � `� i—`'y 7.5' TOTAL Wvv j d : 4 _Stamped ',. .5bmped' 22.50'Parlavay , � Canc. ° Canc. � 4 a ° ° <a: °1 00.CIV,0�(MI Q14 "5'Sdrnlk � G a �• a FD d ° hV ° e SQ u2•r.P Doj ° °.: •I' ed ` DC7. el° d $burped Cone. 0.10'CL IG _ 4. a °° C113.5.W.01 6'W.P. �• _ 31C.S.5_Wan °' E 29.74' a�!r.15' Tile Porej, 4 /---// ---// 0.5a CZ.. j 7.40' w ONC2E9..5810.TORY ORY Res.# 28 23.35' w 916ne.3b01 a j SC 1 _ Stepp 12.ea �114.27 1.00' o steps � O O 1.0c $ T11c Paco 6.00' BLOCK- 17 BLOCK- 17 Remainder of Lot- 12 z3.la Loc- 1 G ti BLOCK- 17 a # o W. 251sT. Or.Lot-10; o 2. Lot / 1 E1/2 of Lot 12 4 4.9aw. .Mew--*ed, m s.s'X 101.2 `° 24.!a 12.301 Cone. p �s 2.4'Conc.Walk 0.701 Ci. 0.501 CL. 10.40' I o C.B.S. 5.45 6,W.F. Room o 0 �• 25.62' tv• 19.55' 100.00,(Pi $(M) 8 I° ® D�tJ OTOS So lc..�'`IACJkT�'o� VISUAL ENCROACHMENTS NDTED; 15'Alley , BASED ON THE FLOOD INSURENCE RATE MAP OF THE FEDERAL EMERGENCY AGENCY DATE OF FIELD WORK: Jan. 23, 2009 CERTIFIED TO: REVISED ON 7-l 7-95 THE HEREIN DESCRIBED PROPERTY IS SI7UADED WITHIN: Christina R,ccr REVISED ON: ZONE X BA SE FLOODELEV. WA commuNITYNUMBER:120952 THIS CERTIFESTHAT THIS SURVErOFTHE PROPEfM PANEL kUMBER 009- SUFFIX J DESCRNED HERE ON WAS MADE UNDER MY SUPERVISION G jJ� Gr AND THE SAME MEETS THE MUMUM TECHNICAL LEGAL NOTES STANDARDS SET FORTH BY THE FLORIDA BOARD OF LAND ' 7450 Griffin Road#140 • Davie,Fl.33314 • Tel:954-584-6115 • Fax:954-584-2862 E-mail:npeana a soilprobe.net Soilprobe Engineering & Testing, Inc. APPENDIX SUBSURFACE EXPLORATION INFORMATION Our borings describe subsurface conditions only at the locations drilled and at the time drilled.They provide no information about subsurface conditions below the bottom of the boreholes.At locations not explored,subsurface conditions that differ from those observed in the borings may exist and should be anticipated. The groundwater depth shown on our boring logs is the water level the driller(s)observed in the borehole when it was drilled.These water levels may have been influenced by the drilling procedures.An accurate determination of groundwater level requires long-term observation of suitable monitoring wells.The absence of a groundwater level on certain logs indicates that no groundwater data is available.It does not mean that no groundwater will be encountered at that boring location. Standard Penetration Test Borings The Standard Penetration Test(SPT)is a widely accepted method of testing foundation in place.The N-value obtained from the test has been correlated empirically with various soil properties.These empirical correlations allow satisfactory estimates to be made of how the soil is likely to behave when subjected to foundation loads. Tests are usually performed in the boreholes at intervals of five feet.In addition,our Firm performs tests continuously in the interval directly below the expected foundation-bearing grade where the soil will be most highly stressed. Boreholes where SPT will be performed are drilled with a truck mounted SIMCO 2800 drill-rig.The boreholes are advanced by rotary drilling with a winged bit that makes a hole about seven inches in diameter. After the borehole has been advanced to the depth where a SPT will be performed,the soil sampler used to run the test is attached the end of drill rods and lowered to the bottom of the borehole. The testing procedure used conforms closely to the methods recommended in ASTM D-1586.The sampler has a split-barrel 24 inches long and an outside diameter of 2.0 inches.It is driven into the ground below the bottom of the borehole using a hammer that weights 140 pounds and falls freely 30 inches. The driller records the number of hammer blows needed to advance the sampler the second and third six-inches increments.The total number of blows required to advance the sampler the second and the third six-inches increments constitutes the test results;that is N-Value at the depth.The test is completed after the sampler has been driven not more than 24 inches or when refusal is encountered,whichever occurs first. Refusal occurs when 100 hammer blows advance the sampler six inches or less. After the test is completed,the sampler is removed from the borehole and opened.The driller examines and classifies the soil recovered by the sampler.He places representative soil specimen from each test in closed jars or plastic bags and takes them to our laboratory.In the laboratory,additional evaluations and tests are performed,if needed.Jar samples are retained in our laboratory for thirty days,then discarded unless our clients request otherwise. Hand Auger Borings Hand auger borings are used if soil conditions are favorable,when the soil strata are to be determined within a shallow(approximately 6 feet)depth,or when access is not available for our truck-mounted or portable mounted drill-rigs.A three inches diameter hand bucket auger with a cutting head is simultaneously turned and pressed into the ground.The bucket auger is retrieved at approximately six inches increments and its content emptied for inspection. Sometimes posthole diggers are used,especially in the upper three feet or so. The soil samples obtained are described and representative samples put in jars or plastic bags and transported to the laboratory for further classification and testing, if necessary. t U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE [6Expirati0onlate: MB N . 60-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY NarAwl Flood Ins&once Program IMPORTANT:Follow the instructions on pages 1-9. July 31, 2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name JUAN C. ACOSTA Policy Number: A2. Buildi�g$trNEA99e STREET-iApt.,Unit,Suite,and/or Bldg.No.)or PO.Route and Box No. Company MAIC Number: City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 11 &THE E1/2 OF LOT 12&THE W 25'OF LOT 10, BLOCK 17, MIAMI SHORES SECTION ONE AMD, PB 10, PAGE 70 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°51'57 36"N Long. 80°11'41.79'W Horizontal Datum: ❑NAD 1927 Z NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1850.9 sq ft a) Square footage of attached garage N/A sq ft b) No.of permanent flood openings in the crawlspace or 12 b) Number of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade nein c) Total net area of flood openings in A8.b 4050.0 sq in c) Total net area of flood openings in A9.b NIA sq in dl Engineered fl,nd openings? E-1 Yes �]No d) Ergineered flood cpe;tingc? ❑Yes No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number 82.County Name B3.State CITY OF WAMI SHORES 120652 MIAMI DADE FL B4. Map/Panel Number B5.Suffix 86.FIRM Index Date B7. FIRM Panel Effective/ B8.Flood Zone(s) B9.Base Flood Elevation(s)(Zone Revised Date A0,use base flood depth) 12086C 0302 L 09/11/2009 09/11/2009 X N/A 810.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile ®FIRM ❑Community Determined ❑Other/Source: Ell.Indicate elevation datum used for BFE in Item B9: ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes X No Designation Date: / / ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: #N-568 ELEV=9.65' Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 10 41 X feet ❑meters b) Top of the next higher floor 12 53 X feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A . ❑feet ❑meters d) Attached garage(top of slab) N/A . X feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 10 49 X feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10 . 41 (9 feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 10 . 56 X feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including N/A ❑feet ❑meters structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. ❑Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑Check here if attachments. licensed land surveyor? X Yes ❑No Certifier's Name License Number ARTURO R.TOIRAC 3102 Title Company Name I HE1 PROFESSIONAL SURVEYOR&MAPPER ,, _amu/ Address City State ZIP Code 14317 SW 45 TERR MIAMI FL 33175 Signature Date Telephone _ r� J� 11/28/2012 (305)552-7504 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IPWORTAN'lk In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE + Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or B0.Route and Box No. Policy Number: 128 NE 99 STREET City State ZIP Code Company NAIC Number: MIAMI SHORES FL. 33138 SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments CROWN OF ROAD ELEV.= 11.12' LAT/LONG OBTAINED BY GPS Signature Date 11/28/2012 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items E1—E4,use natural grade,if available.Check the measurement used. In Puerto Rico only,enter meters. E1.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5.Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone A0. G3. ❑ The following information(Items G4—G9)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. -7—WIWI- . Phone: (305)552-7504 �^� �O no UQ)U ` K� 14317 S.W.45th Terr. Fax: (305)229-8068 Professional Land Surveyor$ Mapper Miami, Florida 33175 Property Ac!t,ess: l26 NE 99th ST, Mlam/ Shores, FL. 33/36 Leda!Description: Lot l I and the East 1/2 of Lot 12 and the West 25.00 feet of Lot IO, Block 17, of AMENDED PLAT OF MIAMI 5HORE5 5ECTION ONE according to the plat thereof, a5 recorded In Plat Book 10, Page 70, of the Public Records of Miami Dade County, Florida. SKETCH OF SURVEY (Boundary Survey) SCALE 1" = 20' INE 99th R01 Asphalt Pavement TA n a Q aa ' �. W Q � Q 5tamped Stamped' 22.50'Parkway Conc. Conc. Q 1 ° ` 5'9rdewalk ° oQ ° ° Q 100.00 (R) $ (til) Qd a FD. d a FD. a a d 1/2'1.P. 1/2"/'P. 09h a �Q as d Q W Stamped Gong ° IQ Driveway a Tile Step O.101 CLd ° Q. C.B.S. WaII da a 6'WF. 29.74' 3'C.8.5. Wall d ° I Tile Porch O / - 0.50'CL. ON // 7.40 / 29.1O' 16.30' W BLOCK- 17 3 N W. 25 FT. of Lot /0, N 1 errcks $ Lot l I E1/2 of Lot 12 Bricks N ` Steps 23.35' Steps /4.27' m 12.60' Q I v /.00 oO Steps Q I Q /.00' O Tole Paco 6.0'0' BLOCK- 17 �'' I BLOCK- 17 Remainder of m I Remainder of Lot- l 2N ONE 5TORY 23''O A I Lot- 10 Q C.B.5. 26 4.90'W F.F E.= 12.53' w l 1.OLY 30.1/' Metal Shed 9.9'x 10.2' m " 2 4.1 O ' 6.6' 6'W.P. 12.301, O Conc. 14./0' � cp 2.4'Conc. Walk O I _ 0.70'CL. 0.50'CL. I p C.B.5. Steps 10.40' I p ROOM 5.45' I I% 6'W.F. F.F.E.= 12.59'Q FD. 112 25.62' 1/2"I.P. 100.00,(P) (M) r NOTE: ELEVATIONS ARE REFERRED TO MIAMI DADE COUNTY BM# N-568 ELEV.=9.65'OF N.G.V.D.OF1929 BASED ON THE FLOOD INSURENCE RATE MAP OF THE FEDERAL EDAERGENCY AGENCY DATE OF FIELD WORK:MarCh 26, 201 1 CERTIFIED TO: REVISED ON 9-1 1-09 THE HEREIN DESCRIBED PROPERTY IS SITUADED WITHIN: REVISED ON: Nov. 26, 2012 Juan C. Acosta ZONE X BASE FLOOD ELEV. WA COMMUNITY NUMBER: 120652 THIS CERTIFIES THAT THIS SURVEY OF THE PROPERTY DESCRIVED HERE ON WAS MADE UNDER MY SUPERVISION PANEL NUMBER 0302 SUFFIX F AND THE SAME MEETS THE MINIMUM TECHNICAL LEGAL NOTES STANDARDS SET FORTH BY THE rLORIDA BOARD OF LAND THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.EXAMINATION OF THE ABSTRACT OF TITLE q WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY,AFFECTING THE PROPERTY. ��- r'ti✓ THIS SURVEY IS SUBJECT TO DEDICATION,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORDS.LEGAL DESCRIPTION PROVIDED BY CLIENT.THE LIABILITY OF THIS SURVEY IS LIMITED TO ARTURO R.TOIRAC P.S.M.3102 THE COST OF THE SURVEY.UNDERGROUND ENCROACHMENTS,IF ANY,ARE NOT SHOVN.THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS AND/OR UNDERGROUND IMPROVEMENTS OF ANY NATURE.IF SHOWN BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN.IF SHOWN ELEVATIONS NOT VALID WITHOUT TH:.SIG:F.TURE AND THE ORIGINAL ARE REFERRED TO N.G.V.D.OF 1929 THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:10000 EMBOSED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. LEGEND AND ABBREVIATIONS JOB No. /2/ /43 =CENTER LINE FD. =FOUND IRON PIPE TYP.=TYPICAL ENC. =ENCROACHMENT AC =AIR CONDITIONED UNIT P/L =PROPERTY LINE O.H.L.=OVERHEAD UTILITIES - ELEVATION C.B.S.=CONCRETE BLOCK STRUCTURE RES. =RESIDENCE M/L =MONUMENT LINE (C) =CALCULATED R =RADIUS CONC=CONCRETE W.M. =WATER METER _ RAN=RIGHT OF WAY (R) =RECORD A =ARC DISTANCE 0 =DIAMETER U.E. =UTILITY EASEMENT C.L.F=CHAIN LINK FENCE (M)=MEASURED C.B.=CATCH BASIN D.M.E.=DRAINAGE MAINT.EASEMENT P.C.P.=PERMANENT CONTROL POINT W.F.=WOODEN FENCE CL.=CLEAR B.C.=BLOCK CORNER I.F. =IRON FENCE P.O.B.=POINT OF BEGINNING r sago w,„M Miami shores Village y - I + Building Department rEe �OJR. 0 e Mia(;Te r ida 8 30 795. 4 30 756. 72 MIAMI SHORES VILLAGE law NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR . y .flop THE FLORIDA BUILDING CODE I (We)have been retained byV. 0 i A (UNSVZ-Oc71 Oto perform special inspector services under Ouilding Code at the 1Ze N E 5 Tf.J�project on the below listed structures as of Flori B /3 (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: F-C, ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual s��employed by this firm or me are authorized representatives to perform inspection 1. N f2-� A. � E�N P. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect Name M flac A. , r 3825 GST LJO , Address 111 Igima tr-L Z 3 0 F- !n "3c �F 3c)R g cl o DATE: CO 13 Phone No. Pie/e �O: /70V VZ Created on 6110/2009 DATE: August 23,2013 TO: Miami Shores Village—Building Department Atte: Norman Bruhn, CBO 10050 N.E. 2nd Avenue Miami Shores,FL. 33138 CC: H.K. Yoshida Construction,LLC Attn: Hal Yoshida 1021 N.E. 45h Street(Floranada Road) Ft. Lauderdale, FL. 33334 RE: Held Harmless Letter for Roof Truss Shop Drawings for private residence located at 128 N.E. 99 Street—Miami Shores, Florida 33138 Dear Mr.Norman Bruhn: I, Mare A. Jean,P.E., as the structural engineer of record holds the Village of Miami Shores— Building Department harmless of any changes to the roof truss shop drawings with the actual as-built field conditions. Roof truss shop drawings will be coordinated and approved by myself, Mare A. Jean, P.E., before the commencement of the field construction. Please feel free to contact me if you have any questions regarding this information. Thankyou. Sincerely, o . ` Z, c3 Mare A. ea—n, Consulting Structural Engineer Florida P.E.No. 70042 Innovative Structural Design, LLC 3825 East Lake Terrace Miramar, Florida 33023 Cell: 305.308.5405 E-mail: marejean@bellsouth.net W. W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 1501" Court North Palm Beach Gardens,FL 33418 Phone (561)744-3424 ENGINEER'S EVALUATION REPORT#WWS-203 Prepared for: Signature Door, Inc. 401 Priority Street Altoona,PA 16602 - Phone: 800-741-2265 i Prepared by: Warren W. Schaefer,P.E. Florida Professional Engineer#44135 Manufacturer: Signature Door, Inc. Product Category: Windows Evaluation Method: 1-D(Engineer's evaluation) Product model& name: Direct Glazed Impact Wood Impact Window Documents that must accompany this report: 1. W. W. Schaefer Engineering & Consulting drawing No. 1780 Window size restrictions and assembly requirements: CITY See drawing NO. 1780 Maxmum allowable design pressure: +65/-75 PSF COPY Installation requirements: See drawing No. 1780 Code compliance: Code section(s)considered with this evaluation: Section 1715.5 Test Standards applicable to the testing of these windows: TAS-201, 202&203 (some units were tested to PA-201, 202 &203 which are found to be equivalent to TAS-201,202 &203) Test Laboratory: Hurricane Test Laboratory, Inc. Test report numbers: 0243-1012-03, 0243-0516-04, 0243-0608-03, 0243-0319-04, 0243- 0322.-01, 0243-0802-01,0243-0605-01 & 0243-0929-01 1 Reviewed and Approved correction's or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with. requirements of the drawings and the P ciforrnans. This check is only for review of general project and general with the design concept of the compliance with the information given in hforontract documents. The contractor is responsible confirming and correlating all quantities and dimensions, confirming as-built dimensions esof selecting fabrication processes and techniq construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Innovative Structural Design, Inc. 17 Mare A. Jean, P.E. i2c`l i General report notes & system limitations: 1. All size &installation conditions shown in this report and the referenced drawing No. 1780 are based off the referenced test reports and/or engineering analysis in accordance with the Florida Building Code. 2. Windows shall be constructed in accordance with the descriptions in this report, and the manufacturer's state approved quality assurance entity specifications. 3. This product is approved for use in&outside of the High Velocity Hurricane Zones (HVHZ). 4. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures(0.85 directionality factor may apply per the current ASCE 7 standard). 5. These windows are both small &large missile impact rated for use in wind zone 4 & missile level "D" locations and need not be shuttered. 6. When applicable, all safety glass requirements must be met per FBC chapter 24. Quality Assurance Entity: National Accreditation and Management Institute �. OCT 31 2019 Warne . Schaefer,P.E. Flo ' a P.E. #44135 S r4.4135 -0 #`d�e XN *7 7 l�Q ,y ary .r s T i e �! .0 �F w ��'Q�• S7 ATE v' Cot 2 GENERAL NOTES H DRAWING UCABLE ONLY TO THE PRODUCT uRAwN Br: CHECKED e: 1. THESE WINDOW SYSTEMS HAVE BEEN TESTED,ANALYZED&APPROVED FOR DESIGN PRESSURES NOT TO EXCEED FOR MAX. FRAME LONG DIMENSION, SPECIFIED.THEY MAY NOT BE USED FOR THE ASSEMBLY wxu. w.ws. SEE SINGLE WINDOW SIZE TABLE ON THIS SHEET AND/OR INSTALLATION ANL OTHER PRODUCT NOR MAY P O: )A.: THOSE SHOWN IN THE"ALLOWABLE DESIGN PRESSURE TABLE(S). THEr BE USED FOR RATIONAL AND/DR LOCAL APPROVAL +-I6 ,o/D+p+ 2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND OF ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER LOADS TO THE STRUCTURE. 12" MAX. O.C. I THESE DRAWINGS. 3. ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS&SHALL NOT VARY UNLESS 6" MAX. A 6" MAX. 3 SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL (ALL SIDES) FINISH OR STUCCO. 2 ALLOWABLE SIZE �_ 4. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE TABLE FLORIDA BUILDING CODE(FBC)INCLUDING HIGH VELOCITY HURRICANE ZONES(HVHZ)&ARE LARGE MISSILE IMPACTRATED. 6" MAX. (SINGLE WINDOW) 5. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE WINDOWS. MAXIMUM MAXIMUM 5. ALL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. FRAME FRAME 7. DETERMINE THE POSITIVE&NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN LONG ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN o DIMENSION DIMENSION ACCORDANCE WITH THE FLORIDA BUILDING CODE,A OIRECTIONAUIY FACTOR OF KD=0.85 MAY BE APPLIED PER THE a ASCE-7 STANDARD. If- (IN.) (IN.) E. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR ='�v=i N TYPICAL FRAME SCREW MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. N w OR MOUNTING CLIP. SEE 144 34 9.TO THE BEST OF OUR KNOWLEDGE,THE WINDOWS SHOWN HEREIN ARE QUALITY ASSURED BY A FLORIDA STATE w O x "FRAME ANCHOR APPROVED CERTIFICATION/OA ENnTY&SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE 9N-3 FLORIDA ? SIMILAR REQUIREMENTS TABLE" SIMILAR 132 37 g BUILDING COMMISSION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION,COMBINATION, �N Z = 120 40 INSTALLATION&COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING&ENGINEERING RATIONAL w w O t.: A ON THIS SHEET FOR A ANALYSIS. WINDOW ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS,THE MANUFACTURER'S QUALITY w 108 45 ASSURANCE SPECIFICATIONS&TESTING REPORTS. m n 2 SCREW REQUIREMENTS. 2 gg 50 10.CERTIFICATION Of THESE WINDOWS SHALL BE CONSIDERED VOID IF THEY ARE INSTALLED WITHOUT A BUILDING g Z G PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT OR IF THEY ARE INSTALLED BY ANYONE OTHER THAN A O H D.L.O. = F.W. - 3.25" 96 51 LICENSED CONTRACTOR EXPERIENCED WITH WINDOW INSTALLATIONS. O-w o 90 S4 11.ALL WOOD MEMBERS OF WINDOWS THAT MAY POSSIBLY COME INTO CONTACT WITH MASONRY OR CONCRETE w W N SUBSTRATES,ARE SUBJECT TO MOISTURE&/OR ARE SUBJECT TO THE OUTSIDE ENVIRONMENT SHALL BE OF AN 84 58 ci o APPROVED DURABLE SPECIES OR BE TREATED IN AN APPROVED METHOD WITH AN APPROVED PRESERVATIVE PER FBC SECTION 2326. OPPOSITE 78 62 SEE "CORNER 72 68 HAPN APPROVED SES EVALUATION OF THIS PRODUCT IS BASED ON 70 70 DETAIL" ON A APPUCABLE STANDARDS AND/OR INFORMATION& SHEET 3 2 $ a a OODDOD88 O RESULTS FROM APPLICABLE TEST REPORTS 6" MAX 1. ALL SIZES S p g z THE FLORIDA BUILDING CODE VERSION TABLE ARE BASED ON o z of CONSIDERED WITH THIS EVALUATION WAS THAT IN TESTED SIZES & DO -°oo FORCE AT THE TIME OF THE EVALUATION. IN NOT EXCEED THE CHANGES/UPDATES OR IN THE EVENT THAT NEW EXTcoo GODLDD D D D THE EVENT CODE VERSION EXTERIOR ELEVATION N v a WINDOW AREA TESTED. OR ADDTIONAL TESTING IS COMPLETED ON THIS RECTANGULAR WINDOW 2. LONG DIMENSION PRODUCT,PRIOR TO STATING CODE COMPLANCE FOR LARGE UNITS WHERE THE BENT JAMB DMDD D D 0 COTHE STATE,THE MANUFACTURER SHALL REQUIRES MORE THAN ONE SECTION LENGTH, SCALE 3/4"=1'-0" (LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL) MAY BE HORIZONTAL N ; CONFIRM WITH THE EVALUATION ENGINEER OF THE JAMB SHALL BE RABBITTED (i t" LONG OR VERTICAL RECORD THAT EVERYTHING SPECIFIED HERE-IN 3. DIMENSIONS SHOWN S IS CURRENT WITH ALL CURRENT TESTINGRABIT JOINT, SET SCREWED WITH N0. 6,CODES ) B 12" MAX. O.C. NOTES. AND APPUCABLE STANDARDS, SCREWS AND GLUED WITH WOOD GLUE. 2 (ALL SIDES) ARE +/-1/2". 3 1. OTHER SHAPES MAY APPLY PROVIDING THEY ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE ARE SIMILAR TO THOSE SHOWN&HAVE ALL ALTERNATE ANCHORS IN THEIR SPECIFIED f- m CORNER CONSTRUCTION PER CORNER DETAILS. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE 3 ALLOWABLE DESIGN PRESSURE _ w4 x 2.ALL SHAPED UNITS MUST FIT INSCRIBED INTO WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND OH- Zv THE ALLOWABLE RECTANGULAR UNITS& BE TO BE EQUIVALENT TO OR STRONGER THAN THE H-Zw j +65/-75 PSF w 0d �x GOVERNED BY THE ALLOWABLE PRESSURE OF -w THE RESPECTIVE RECTANGULAR UNIT. ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. O 3 N N d I FRAME ANCHOR REQUIREMENTS TABLE ui 0 n TYPICAL FRAME SCREW z- OPENING OR MOUNTING CLIP. SEE w F W OPENING TYPE FRAME/CLIP TO OPENING MINIMUM MINIMUM z = w- SUBSTRATE FASTENER TYPE EMBED EDGE DIST. w w O "FRAME ANCHOR L UO ( ) �w REQUIREMENTS TABLE" NZO FRAME SCREWS z� d �CREWTHIS R REQUIREMENTS. NO, tttt101tl1p�A 30 MIN.(�N. GR0D3F& GE 0.55)OR BUCK N0. 10 SMS OR WOOD SCREW t t/4" 3/4" o z N o SEE "CORNER OPPOSITE `w��QFP.••*• MIN. 18 GA. 33 KSI METAL STUD N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" sN DETAIL" ON A ` Q' MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" o SHEET 3 2 j U M 02 A o'. y� a MIN. 1/8" THK 6063-T5 ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" �_ '� HW- ¢.4 MIN. C-90 CMU OR 2500 PSI CONCRETE (T) 1/4" CONCRETE SCREW 1 1/4" 2" `: ;U F 0e Z N � MOUNTING CLIP SCREWS 6" MAX. 6" MAX.`2 7 N k. LL - �z D.L.O. = F.W. - 3.25" s co* � aw MIN. 2X4 WOOD FRAME .5 BUCK NO. 8 SMS SCREW 1 3/8" 1/2" FOR MAX. FRAME LONG DIMENSION, ��<bdy•••°""••Okla`` (MIN. . 3 & G=0.55) SEE SINGLE WINDOW SIZE TABLE ON MIN. 18 GA. 33 KSI METAL STUD NO. B GR. 5 SELF TAP/DRILL SCREW FULL 1/2" '°�l►1111ttma 3 MIN. 1/8"THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" EXTERIOR ELEVATION MIN. 1/8"THK 6063-T5 ALUM. NO. B GR. 5 SELF TAP/DRILL SCREW FULL 1/2" HALF ROUND WINDOW (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, ITW RAMSET/RED (OTHER RADIUS/CURVE SHAPES SIMILAR) 1780 SCALE: 3/4"=1'-0" LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL SHEET NO, HEAD TAPCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.). ( ) 1 OF 3 r. DMWN W. CMF o v:1/16" X 1/8" X SUBSTRATE BY OTHERS PER SUBSTRATE BY OTHERS PER 1/4" wxu. w.s "FRAME ANCHOR REQUIREMENTS FRAME SCREW "FRAME ANCHOR REQUIREMENTS FRAME SCREWPOTi °m. TABLE" PER ELEVATION TABLE" PER ELEVATION SPACER i. i g 1A 1B 9 4A 48 —' 1/4" MAX. 1/4" MAX. 1A SHIM AT 6 SHIM AT EACH EACH ANCHOR ANCHOR 3/4" MIN. BITE 5A 58 SEALANT BY _ _ SEALANT BY OTHERS OTHERS EXTERIOR DOW 995 ` 00 EXTERIOR \ REXTERIOR \ N SEE GLASS w _� w OPTIONS BELOW TYPICAL GLAZING DETAIL g SEE GLAZING SEE GLAZING-7CONDITIONG. DETAILS ON DETAILS ON GLASS OPTIONS: I ) THIS SHEET SECTION A THIS SHEET SECTION B OPTION 1• 1 1/4" THICK I.G. GLASS (1/4" AN./0.10 GLASSLAM SAFETY PLUS II POLYURETHANE POLYMER/1/4 AN. EXTERIOR; SCALE: 1/2 FULL 2 SCALE: 1/2 FULL 2 3/8" SPACER; 1/4."ANNEALED OR TEMPERED INTERIOR) (STRAIGHT JAMB) (RADIUS JAMB) OPTION Z_ 1 3/16" THICK I.G. GLASS (1/4" AN./0.75 OLDCASTLE =�o NOTE: A DECORATIVE BRICK MOLD MAY BE USED AT STORMGLASS/1/4 AN. EXTERIOR; 3/8" SPACER; 1/4." ANNEALED OR TEMPERED INTERIOR) ~i N INTERIOR OR EXTERIOR TO FINISH OFF FRAMING. NOTE: THE SINGLE PANE OF THE IG GLASS SHALL BES<� TEMPERED WHEN REQUIRED TO CONFORM WITH SECTION o MOUNTING CLIP SCREWS 2406.3 OF THE FLORIDA BUILDING CODE FOR USE OF SUBSTRATE BY OTHERS PER PER "FRAME ANCHOR CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN GLASS IN HAZARDOUS LOCATIONS. a o 0 "FRAME ANCHOR REQUIREMENTS REQUIREMENTS TABLE" A 2X_ BUCK TO BE MIN. 3 1/2" DEEP (NOT REQUIRED o ro TABLE" (2 TOTAL; 1 PER SIDE) WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SUBSTRATE BY SPACER 1/8" X 1/4 1A 18 9 N SHOWN IN SECTIONS). OTHERS PER g "FRAME ANCHOR g 5A 5B t REQUIREMENTS $ ' 1/4" MAX. SHIM t i.. TABLE" NEXT TO EACH CLIP Z 1A 18 4A 46 3/4" MIN. BITE JE _ SEALANT BY SEALANT BY 995 a m OTHERS OTHERS DOW EXTERIOR � � X IA 18 FRAME SCREW PER SEE GLASS EXTERIOR ELEVATION & "FRAME OPTIONS BELOW a ��Y ANCHOR REQUIREMENTS EXTERIOR (3 PEXIP" SMS RCL ) TABLE" TYPICAL GLAZING DETAIL F W OPTIONAL MOUNTING CLIP DETAIL OPTIONAL DIRECT MOUNT DETAIL (NON-I.G. CONDITION) �_ (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) TO SUBSTRATE WITH SPACER off`" GLASS OPTIONS: (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) OPTION 3: 5/8" LAMINATED GLASS (1/4 AN./0.10 GLASSLAM ; (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) SAFETY PLUS II POLYURETHANE POLYMER/1/4 AN.) 3 OPTION 4: 9/16" LAMINATED GLASS (1/4" AN./0.75 OLDCASTLE STORMGLASS/1/4 AN.) a oco c $ co q _ �u y v WIN 780 ....e.•c�5`9�.' 1 J. 3 ITEM # ITEM DESCRIPTION MANUFACTURER/NOTES —I DRAWN B: CK.m W. PARTS 4.562 1.250 f-—r 1.000 P O i0.z °u s/+ i 1A STRAIGHT WINDOW JAMB * WOOD _[0.750 0.875 18 RADIUS JAMB LVL } —L 0.875❑ 3 4A ALT. EXTERIOR STOP (STRAIGHT JAMB) * WOOD _IL 48 ALT. EXTERIOR STOP (RADIUS JAMB) LVL 4A 4B ALT, EXTERIOR T SA ALT. INTERIOR STOP STRAIGHT JAMB * WOOD 1A 18 JAMB STOP 5A 58 ALT. INTERIOR 5B ALT. INTERIOR STOP (RADIUS JAMB) LVL STOP 6 MOUNTING CLIP (0.044" X 1.625" X 6.500") 18 GA. GALVANIZED STEEL FASTENERS 6.500 7 NO. 6 X 1 1/4" SMS 6" FROM ENDS & 12" MAX. O.C. 8 1 1 4" DRYWALL SCREW 2" FROM ENDS & 8" MAX. O.C. 9 1 3/16" BRAD NAIL 11" FROM CORNERS & 8" MAX. O.C. 1.625 NOTE:WOOD USED IN TESTING WAS EASTERN WHITE PINE WITH A SPECIFIC GRAVITY OF G = 4 0.36 AND A MODULUS OF ELASTICITY OF E = 1,200,000 PSI, OTHER WOOD SPECIES APPLICABLE FOR USE WITH THIS PRODUCT ARE THOSE WITH A SPECIFIC GRAVITY OF 0.36 AND MODULUS OF ELASTICITY OF 1,200,000 PSI OR GREATER. ALL WOOD IS ©MOUNTING CLIP MINIMUM GRADE 2 MILLED BY SIGNATURE DOOR INC. TO SELECT. THICKNESS = 0.044" FULLY GLUE CONTACT SURFACES OF JAMB & d a STOPS WITH TRUSEAL C)a BOSS GS1 SILICONE a o 0 3 NO. 10 X 2" SCREWS PER CORNER. NOTE THAT WITH RADIUS UNITS, THE rc SCREWS ARE LENGTHENED AS REO'D TO OBTAIN MIN. 3 EMBED INTO JOINING JAMB OF 1 1/4". 3 TYP. CORNER DETAIL a 210 TYP. AT ALL WINDOW SHAPES a � ' Z z j-iW D VIZ o o Q; w o DRAWING 1780 SHEET N0, 3 OF 3 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD EST MATED ENERGY PERFORMANCE NDEX* _ f]E !vvei me 1F�'g�FPi'fUrl 7dC1Gi' �.;P„a;,the MIDI e fICIP(li the homer—ITY 128 NE 99TH ST, MIAMI SHORES, FL, 1. New construction or existing New(From Plans) 9. Wall Types CR- a 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exteri1 9.17 y b.WA , 3. Number of units,if multiple family 1 c.N/A R= 4. Number of Bedrooms 1 d.N/A R= ft2 5. Is this a worst case? No 10.Ceding Types Insulation Area a.Under Attic(Vented) R=30.0 645.00 ft2 6. Conditioned floor area(ft2) 645 b.N/A R= ft2 7. Windows** Description Area 11.c.N/ f /AA R= R ft2 a. U-Factor: Sgl,U=1.10 154.50 ft2 SHGC: SHGC=0.45 a.Sup:Attic,Ret:Attic,AH:Attic 6 129 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 18.0 SEER:16.00 SHGC: d. N/A SHGC: 13.Heating systems kBtu/hr Efficiency SHGC: Area Weighted Average Overhang Depth: 2.783 ft. a.Electric Strip Heat 17.0 COP:1.00 Area Weighted Average SHGC: 0.450 8. Floor Types Insulation Area 14.Hot water systems a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 645.00 ft EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building q14 E sr Construction through the above energy saving features which will be installed(or exceeded) grFo in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. �p Builder Signature: Date: ca Address of New Home: City/FL Zip: "Note: This is not a Building Energy Rating. if your index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating Contact the EnergyGauge Hotine at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters For information about the Florida Building Code, Energy Conservation, contact the F"arida Bui'ding Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software f FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation- Residential Performance Method Project Name: ACOSTA Bukler Nerve: Street 128 NE 99TH ST Permit Office: MIAMI SHORES City,State,Zip: MIAMI SHORES,FL, Permit Number- Owner umberOwner. ACOSTA Jurisdiction: Design Location: FL,Miami Beach 1. New construction or existing New(Froin Plans) 9. Wall Types(829.2 sg1t) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int fnsul,Exterior R-4.1 829.17 fe b.WA R= IF 3. Number of units,If multiple family 1 a WA R= ft' 4. Number of Bedrooms 1 d.WA RR fP 5. la this a worst case? 10. Ceiing Types(645.0 scot) Insulation Area a.Under Aft(Vented) R=30.0 645.00 ft` 6. Conditioned floor area above grade(It') 645 b.WA R= ft= Conditioned floor area below grade(ft') 0 c.WA Ra ft' 11.Duds R ft' 7. Windows(154.5 sgfL) Description Area a.Sup:Attic,Rel~AtK AH:Attic 6 129 a. U-Factor. Sgl,U=1.10 154.50 ft= SHGC: SHGC=0.45 b. U-Factor. NIA ft' 12.Cooling systems kBtulhr Efficiency SHGC: a.Central Unit 18.0 SEER-16.00 c. U-Factor: WA ft' SHGC: 13.Heating systems k9tulhr Efficiency d. U-Factor. WA ft' a.Electric Strip Fleet 17.0 COP:1.00 SHGC.- Area HGC:Area Weighted Average Overhang Depth: 2.783 ft. 14.Hot weber systems Area Weighted Average SHGC: 0.450 8. Floor Types (645.0 sqR.) Insulation Area a.Electric Cap:40 gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 645.00 ft' b. Conservation festrggs b.WA R= ft' None c.WA Ra ft' 15.Credits Paw Glass/Floor Area: 0.240 Total Proposed Modified Loads: 22.44 PASS Total Standard Reference Loads: 28.23 I hereby certify that the plans and specifications covered by Review of the plants and rc THS S p1 cific T r this calculation are In compliance with the Florida Energy speaeon by this covered , �O °' O� �%�R � Code. calculation Indicates oompllanoe A with the Florida Energy Code. ;;F-y ;'_ "• E�pw� C s rxrx; PREPARED BY1AfV1JA'&-_A= Be*"oonstniction is completed (? DATE: y�,�j�/�7 building Inspected _-- _ -� this will be for compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. iri,�, s'y� �V with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory-eealed In accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation inspection Checklist A/9A/9M9 11.18 AM FnwmvrZnas t I LSA-FlaRm7ni n Sri-Jinn AMR A 1(mmnrlant Snftwarw Pana 1 MIS PROJECT Title: ACOSTA Bedrooms: 1 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 645 Lot# Owner: ACOSTA Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 128 NE 99TH ST Permit Office: MIAMI SHORES Cross Ventilation: County: DADE Jurisdiction: Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami Beach FL_MIAMI_INTL AP 1 51 90 70 75 149.5 58 Low BLOCKS Number Name Area Volume 1 Blockl 645 7095 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 645 7095 Yes 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio RoomsinBlockl 76 ft 0 645 ft' __ 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 699 ft= 0 ft' Medium 0.96 No 0.9 No 0 22.6 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 645 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) RoomslnBlockl 30 645 ftz 0.11 Wood 4/25/2012 11:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below # Omt1 N Exterior Concrete Block-Int InSHloomSlnBloc 4.0999 21 5 10 214.1666 0 0.150000 0 2 S Exterior Concrete Block-Int InsMoomsInBloc 4.0999 21 5 10 214.1666 0 0.150000 0 3 W Exterior Concrete Block-Int InsRoomslnBloc 4.0999 40 1 10 400.8333 0 0.150000 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated RoomslnBloc None 0.460000 3 5 15 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Tinted) Yes 1.1 0.45 N 30 ft2 4 ft 0 in 2 ft 0 in HERS 2006 None 2 N 1 Metal Single(Tinted) Yes 1.1 0.45 N 8 ft2 4 ft 0 in 2 ft 0 in HERS 2006 None 3 N 1 Metal Single(Tinted) Yes 1.1 0.45 N 22.5 ft2 4 ft 0 in 2 ft 0 in HERS 2006 None 4 S 2 Metal Single(Tinted) Yes 1.1 0.45 N 15 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 5 S 2 Metal Single(Tinted) Yes 1.1 0.45 N 15 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 6 W 3 Metal Single(Tinted) Yes 1.1 0.45 N 60 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None 7 W 3 Metal Single(Tinted) Yes 1.1 0.45 N 4 ft2 2 ft 0 in 2 ft 0 in HERS 2006 None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 609.06 33.436 62.882 0.2484 5.1506 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 17 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:16 18 kBtu/hr 540 cfrn 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Interior 0.92 40 gal 40 gal 120 deg None 4/25/2012 11:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 SOUR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS —Supply— —Return— Air Percent HVAC# v # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 129 ft' Attic 32.25 ft DSE=0.88 Attic 0.0 cfm 0.00% 0.00 0.60 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan X Feb Mar Apr May Jun Jul Auge Oct Nov Dec He f X Jan f X�Feb f Mar X Apr May Jun Jul AuSep f Oct Nov Dec Ventin [X]Jan [Xl Feb [ Mar [XI r may Jun Jul Aug Se [ Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/25/2012 11:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 128 NE 99TH ST PERMIT#: MIAMI SHORES, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to=R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics,crawlspaces,garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 4/25/2012 11:16 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 CITY DATE: August 23,2013 TO: Miami Shores Village—Building Department x—, 13 ` v Attn: Norman Bruhn, CBO COPY 10050 N.E. 2"d Avenue Miami Shores, FL. 33138 CC: H.K. Yoshida Construction,LLC Attn: Hal Yoshida 1021 N.E. 45th Street(Floranada Road) Ft. Lauderdale,FL. 33334 RE: Response Narrative to Building and Structural Comments dated 4-03-2013 (128 N.E. 99 Street Miami Shores,FL. 33138—Permit No. RC13-569) Dear Mr.Norman Bruhn: The following are responses to building comments dated 4-03-2013 for the property located at 128 N.E. 99 Street—Miami Shores, FL. 33138: Comment 6: `The soil statement on the plans does not match the soil report. ' Response 6: See structural drawing sheet S-1 for revised soil statement that is consistent with the soil report dated September 26,2012. Comment 7: `Provide a special inspector for the truss placement. Response 7: See attachments on structural drawing for completed special inspector form for the truss placement. Comment 8: `Provide truss plans from a specialty engineer that have been reviewed and signed approved by the designer of record. ' Response 8: See attachments on structural drawing for`Hold Harmless Letter for Roof Truss Shop Drawings.' Comment 9: `Provide a detail of the fascia or sub fascia for the boundary. ' Response 9: See structural drawing sheet S-3 section B for sub fascia info. Comment 10: `Provide a detail for the lateral restraint of the trusses. Response 10: See structural drawing sheet S-2 for truss framing notes and `roof truss connector schedule.' Innovative Structural Design, LLC 3825 East Lake Terrace Miramar, Florida 33023 Cell: 305.308.5405 E-mail: marejeanCbelisouth.net I I The following are responses to structural comments dated 4-03-2013 for the property located at 128 N.E. 99 Street–Miami Shores,FL. 33138: Comment 1: `How are the roof beams adjacent to existing structure supported? There appears to be a chimney. ' Response 1: See structural drawing sheet S-1 for`Roof Framing Plan' for truss framing around existing chimney wall. Comment 3: `Provide detail of footing adjacent to existing structure.' Response 3: See structural drawing sheet S-4 detail#5 for new footing connection to existing footing. Comment 5: `Provide code reference; design loads 2, wind load parameters.' Response 5: See structural drawing sheet S-1 for code reference,design loads and wind load parameters. Comments 7: `Provide special inspector forms. ' Response 7: See attachments on structural drawing for completed special inspector form for the truss placement. Comments 9: `Provide copies ofNOAs for hurricane straps. ' Response 9: See attachments on structural drawing for NOA for hurricane straps. Please feel free to contact me if you have any questions regarding this information. Thank you. Sincerely, Mare A. Je — Consulting Structural Engineer Florida P.E.No. 70042 Innovative Structural Design, LLC 3825 East Lake Terrace Miramar, Florida 33023 Cell: 305.308.5405 E-mail: marejean@bellsouth.net 3 56� f ` MIAMa I ;'� i � � � I-DADE COUNTY,FLORIDA -ICATYDUCT CONTROL SECTION DEPARTMENT OF PERMITTING,E ,AND RE 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION IVISION315 2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA t% r% nV3n"y_minmidad&yoy/Dera1 PGT Industries 1070 Technology Drive %JU171 Nokomis,Fl 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"CA-740"Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing-No. 7045-8,titled"Aluminum Casement Windows, Impact", sheets I through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller,P. E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.084117.11 and consists of this page 1,evidence pages E-1 and E^-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. C2DADEC uNTY NOA No.11-1110.18 /[�cy�� Expiration Date: May 22,2013 JJ Approval Date: February 09,2012 Page I Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Innovative Structural Design, Inc. Mare A. Jean, P.E. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 05-1129.11 and 03-061-1.02) 2. Drawing No. 7045-8, titled "Aluminum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203---94 6) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 2. along with marked-up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4607 and FTL-4608, dated 05/10/05, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 05-1129.11) 3. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 6) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked---up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3729, FTL-3587, FTL-3582 and FTL-3580, dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 03-0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC,prepared by manufacture,signed and sealed by Lucas A. Turner,P. E. (Submitted under previous NOA No. 08-0117.11) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA) 94a�� Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.11-1110.18 Expiration Date: May 22,2013 Approval Date: February 09,2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex-Clear or colored Interlayer"dated 04/21/11,expiring on 04/21/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC 2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller,P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest,independence,conformance and compliance with the Florida Building Code,dated 01/11/08,signed and sealed by Robert L. Clark,P. E. (Submitted under previous NDA Na 08-0117.11) 5. Laboratory compliance letters for Test Reports No.'s FTL-4607 and FTL-4608, issued by Fenestration Testing Laboratory, Inc., dated 05110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NDA No. 05-1129.11) 6. Laboratory compliance letters for Test Reports No.'s FTL-3729, FTL-3587, FTL-3582 and FTL-3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-0611.02) G. OTHERS 1. Notice of Acceptance No. 084117.11, issued to PGT Industries for their Series "CA---740 Aluminum Casement Window-L.M.I."approved on 05/15/08 and expiring on 05/22/13. l�u17� Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.11-1110.18 Expiration Date: May 22,2013 Approval Date: February 09,2012 E-2 NOTES:LARGE MISSILE WINDO 1.GLAZING OPTIONS: CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS A.5/16"LAMINATED GLASS COMPRISED OF(1)LITE OF 1/8" SHEET ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENEDX # X O X NOTES........................................... 1 GLASS W/AN.0901NTERLAYER OF SOLUTIA OR DUPONT PVB. O X X 0 X — — — GLAZING DETAILS........................ 2 B.5/18"LAMINATED GLASS COMPRISED OF(2)LITES OF 1/8" _ UNEQUAL LITES ELEVATIONS................................. 34 HEAT STRENGTHENED GLASS W/AN.090 INTERLAYER OF DESIGN PRESSURE TABLES....... 5-9 SOLUTIA OR DUPONT PVB. MA -0 X O C.7/16"LAMINATED GLASS COMPRISED OF(1)LITE OF 3118" SECTIONS......................................10 ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED UNEQUAL LITES CORNER CONSTRUCTION...........11 GLASS W/AN.090 INTERLAYER OF SOLUTIA OR DUPONT PVB. X O X O PX EXTRUSION PROFILES................ 11-12 D.7/16"LAMINATED GLASS COMPRISED OF(2)LITES OF 3118" F PARTS LIST....................................12 HEAT STRENGTHENED GLASS W/AN.090 INTERLAYER OF UNEQUAL LITES ANCHORAGE.................................1,3,4,13 SOLUTIA OR DUPONT PVB, E.13116"I.G.GLASS COMPRISED OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS AND(1)6/18"LAMINATED COMPONENT WITH A 3/8"AIR SPACE. 5/18"LAMINATED GLASS COMPRISED OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 SOLUTIA OR DUPONT PVB INTERLAYER. ®F.13/16-1.0.GLASS COMPRISED OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)7/18"LAMINATED COMPONENT WITH AN AIR SPACE. 7/18"LAMINATED GLASS COMPRISED OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 SOLUTIA OR DUPONT PVB INTERLAYER. ®G.13/18"I.G.GLASS COMPRISED OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)7/18"LAMINATED COMPONENT WITH AN AIR SPACE. 7/18"LAMINATED GLASS COMPRISED OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 SOLUTIA OR DUPONT PVB INTERLAYER. IN MIAMI-DADE COUNTY OPTIONS E,F,AND G WHEN INSTALLED OVER 30'THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.® 2.CONFIGURATIONS:X,XX,_XO OX XON(AND O 3.DESIGN PRESSURE RATINGS/COMPARATIVE ANALYSIS TABLES: A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C.DESIGN PRESSURES UNDER 40 P.S.F.NOT APPLICABLE IN MIAMI-DADE COUNTY. D.FOR"X"CONFIGURATIONS SEE SHEET 5. E.FOR"XX"CONFIGURATIONS SEE SHEET 6. F.FOR}-jj"XOX"&"0"CONFIGURATIONS SEE SHEET 7. G.FOR R4"XOX"&"XO"OR"OX"CONFIGURATIONS SEE SHEET 8. H.FOR UNEQUAL LITE"XOX,"XO"&"OX"CONFIGURATIONS SEE SHEET 9. ®4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3,4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD&SILL: MAX.4"FROM CORNERS MAX.4"&7"ON EACH SIDE OF MEETING RAILS MAX.141/2"SPACING ON VENTS MAX.13"SPACING ON FIXED LITES PRODUCrUVISED ar wm0lying with die Florida (2)ANCHORS 3"APART AT MID-SPAN ON FIXED LITE ONLY Building Coda JAMBS: MAX.4"FROM CORNERS A in110all o "' L p"18 MAX.13"SPACING (2)ANCHORS 3"APMID-SPANT AT MID-SPAN ®SEE SHEET 13 FOR APPROVED ANCHORS. 1/4"TAPCONS OR 114"SS4 CRETE-FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS "Miami�o as act nIro TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH#12 SCREWS. 11 1 i 1/1, 5.SHUTTER REQUIREMENT:NONE REQUIRED ��`� ONY.LYNN 8.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. \`��\r'' ��OENSF'•<<ccp'�� AT REFERENCE TEST REPORTS:FTL-3580,FTL-3582,FTL-3687,FTL-3729,FTL4607 AND FTL-4608. *' 8.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING No.SB705 THE HIGH VELOCITY HURRICANE ZONE(HVHZ). a F.K. r 7/1ND3 C NO CHANGE 7N/83HEET Q STATE OF (V r 107aTECHNOLoOYDRNE NOTES AND TABLE OF CONTENTS F.K. 'i��•' <ORIOP.••' &23WD ADD 78"HT.,GLASS TYPES FAND Q REVI3EANCHORAOE. NOKOMIS.Fl.U275 nas '/ lS •.•. ' Ct rr. lawm1 E F&C2010CODE CHANGE&30•RULE P.O.egxI&29 ALUMINUM CASEMENT WINDOW,IMPACT "'/.iS'ONALEN``" ak. o.s: NOKOMI&,Fl,%7� v�ray Barrer a""'"°� "�* � as xaao � A Lyn�lA�l1♦t!,b!�. F.K. i2H7A72 CA-710 N7B 1 w 13 7045-8 E P.E968708 ® 1/8"ANNEALED OR .090 PVB INTERLAYER 88 13/1V' HEAT STRENGTHENED 1/8"HEAT STRENGTHENED GLASS 5/16"LAMINATED COMPONENT GLASS 1/8"HEAT STRENGTHENED GLASS 43 46 30 31 3/8"AIR SPACE ,090 PVB INTERLAYER 1/8"HEAT STRENGTHENED 1/8"HEAT STRENGTHENED GLASS A OR TEMPEkED GLASS 40 .65"NOM. 43 46 GLASS BITE NOM. 44 GLASS BITE 44 5 NOTE:PVB INTERLAYER IS BY SOLUTIA OR IN MIAMI-DADE ANY IG UNIT INSTALLED OVER 30'MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 5/16"LAMINATED GLAZING DETAIL DUPONT!5 13/16"I.G.W/5/16"LAMI 32 33 .090 PVB INTERLAYER GLAZING DETAIL 3/16"ANNEALED OR $� 88 13/18" HEAT STRENGTHENED 3/16"HEAT 3/18"ANNEALED OR HEAT 7/16"LAMINATED COMPONENT GLASS STRENGTHENED STRENGTHENED GLASS GLASS AIR$PACE 1/8"ANNEAL DOR .090 PVB INTERLAYER 43 ®TEMPERED LASS 3/16"HEAT STRENGTHENED GLASS 41 .65"NOM. 4 46 GLASS BITE 85 .65"NOM. 44 GLASS BITE RODUCT RL'VISBD ' «mplying whh the Florida caplauIlding Coda e«plmiaD 4 8 46 / 5 lilnll 7/16"LAMINATED � \`��oal LYNN GLAZING DETAIL �/ l�,•'��GENSE"'•FP 13/16"I.G.W/7/16"LAMI ® =* t4,,.58705 GLAZING DETAIL 7/1OM9 R.1sa+a NO CHANGE 0110 STATE F.K. OF LG/� +6m 7ECNNOLOOrDRIVE GLAZING DETAILS �T' ..FtOR0. F.K. 6lY3A76 D ADD I&IS-LAMI I.O.W,-IIO-IAMI6 CORRECT 6H61 LAW DETAIL NOKOMIA PL XV6 P T n4 \ ROM Lr. iavarm E 60'RULE PO,eoxtas6 -- ALUMINUM CASEMENT WINDOW,IMPACT ''`SS�ONA\-`� of. O.r c e0 NOKOMl6,Fl.94II7/ VJafb(y Bata' w..re/k ..r" en.c w..y,na a« A.Ly nrl(.'14"d.E. F.K. 0926/09 CA-746 NTS 1 2 d 13 7045.8 E PEA 58705 DENOTES HINGE 74"MAX.WIDTH ANCHOR LOCATION AT HEAD& 30"MAX. LOCATION SILL OF"X"PANELS, DAYLIGHT ANCHOR TYP. TYPICAL.SEE HINGE OPENING 1 1/2" LOCATIONDETAIL SHT.4 / TYP. CENTERLINE4LLL SEE MID-SPAN ANCHOR DETAIL 1 1/2" 69"\ 7\ \ / / 7" NP.(2) DAYLIGHT // 3 4"MAX — — OPENING 4" 13"MAX.O.C. — 76"MAX. MID-SPAN ANCHOR DETAIL + SEE Mfi TING HEIGHT (SEE SHT.1 NOTE 4) MEETING RAIL DETAIL RAIL�DETAIL (SEE SHT.1 NOTE 4) 4"MAX. SEE MID-SPAN 4"MAX. 14 1/2"MAX.O.C.TYP. ANCHOR DETAIL NP.(2) ELEVATION"B"-"XX" ANCHOR 134"MAX.WIDTH (SEE SHEET 7 FOR PRESSURES) LOCATIONS 30"MAX. 53"MAX. 30"MAX. (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT NOTE:"X"PANEL MAY SWING NOTE 4) OPENING OPENING OPENING IN EITHER DIRECTION SEE MID-SPAN ANCHOR DETAIL TYP.(2) 69"MAX. zx / DAYLIGHT eonucrRlwsen OPENING oomplying withtltc Nlorido / nmdma oc N 13"MAX.O.C. _ ® AccoptnnuNo De r C L-- 76"MAX. Q HEIGHT Q ProductContra 4" L A.1111 �� ttitrirr 4� 1YNN MI( I� 13"MAX.O.C.—�►--� �---��14 1/2"MAX.O.C.VENT HEAD&SILL ONLY `�1�� cvse'•�FP�', VENT MAX.. 60"MAX.FIXED SEE MEETING RAIL DETAIL TYP.(4) NO a7o5 �` ELEVATION"A"-"XOX"(SEE SHEETS 7-9 FOR PRESSURES) l' w, FX r' 7HdD9 C ADD HINGE LOCATION DETAILS 1070 TECI1IJOLOGYD WE "XX"Bj 1COX"ELEVATIONS O P. U '•, l o.t f '•. s1 rc f :' i .c •..FLoa�o.. `C9. i.X. 8129/05 D CHANGE MAX.HT.T07B'ANO MAX,DLO it'180• NOXCMIS.FL 94278 J.J. x lwaeill E NOC4ANGETHIS SHEET P.G.BQXI= ALUMINUM CASEMENT WINDOW,IMPACT '1115�'�/ONA�- e"M: D"l NOXQVIB,FL 91271 Vis"Better anrwms e I Ia - a+wnra. a" A.Ly/ N t— F.K. 1TH7An CA-740 NTS 3 s 13 70458 E P•E•M 56706 DENOTES HINGE 37"MAX.WIDTH 60"MAX.WIDTH LOCATION AT HEAD& 30"MAX, _ 53"MAX. SILL OF"X"PANELS, DAYLIGHT DAYLIGHT OPENING TYPICAL.SEE HINGE OPENING DETAIL SHT.4 SEE SEE MID-SPAN MID-SPAN ANCHOR ANCHOR 69"MAX. DETAIL .7 ® DETAIL DAYLIGHT SHT.3 69"MAX. SHT.3 / OPENING TYP (2) / DAYLIGHT TYP.(4) OPENING ® / 76"MAX. 76"MAX. 13" HEIGHT 13" \ HEIGHT MAX. O MAX. X O.C. 1 25 O.C. 4 M 4"MAX. 141/2' � ��13"MAX.O.C. 4"MAX.� MAX.O.C. 4"MAX. ELEVATION"D"-"X" ELEVATION"E"-"O" HINGE LOCATED APPROX. (SEE SHEET 5 FOR PRESSURES) (SEE SHEET 7 FOR PRESSURES) FLUSH AGAINST JAM, TYPICAL HEAD&SILL 30„MAX97"MAX.WIDTH NOTE:"X"PANEL MAY SWING HINGE LOCATION DETAIL DAYLIGHT 53"MAX. IN EITHER DIRECTION OPENING DAYLIGHT OPENING SEE SEE MID-SPAN MID-SPAN ANCHOR DETAIL ANCHOR SHT.3 TYP.(2) DETAIL / / SHT.3 69"MAX. DAYLIGHT prtoaucr aav,ssn TYP.(2) a oomidrnig aim w"plwido OPENING D-iidins Cade X Q AmpmceNo_ IO•I$ 13„ . A 76"MAX. \� HEIGHT SEE MEETING Mi -;4 ".--icon.-; MAX. RAIL DETAIL SHT.3 O.C. TYP.(2) 4"MAX. \ LYM/((NN ;� O� ....... FR \ / I..—�.�.-13"MAX.O.C. �,`�;.•��OENSE •. 141/2"MAX.O.C.VENT 4"MAX. , HEAD&SILL ONLY 37"MAX.VE 60"MAX.FIXED Na,56705 ELEVATION 7'-"XO"&"OX"UNEQUAL LITE(SEE SHEETS 6-9 FOR PRESSURES) Q FK Bll9R),S C ADD HINGE DETAIL 6HINGE LOCATION �'"�"•' '�'f�'' 'T TE •_� q "X" "O" 'XO"&"OX"ELEVATIONS % O s P ' FK. 711079 D CHANGE MAX.Hr..TO WAND M"..DLO TO 98" f0 AWS.FLG VE PLO •� ; J.J. 10i21117 6 NO CHANGE THI8SHEET P.G.BQX,6�0 ALUMINUM CASEMENT WINDOW,IMPACT ,SSlONA��` F.K. 12117M2 F.K. o NOKOMM•FL S274 Wribly Better "" NTS e 4 w 13 �� 7045-8 E A LP.E.M 8708.E. COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL-3582,FTL-3587,FTL-3729 - GLAZING OPTIONS: A.5/16"LAMI(1/8"A,.090,1/8"HS) B.5/16"LAMI(1/8"HS,.090,1/8"HS) E.13/18"LAMI(1/8"HS,3/8"SPACE,5/16"LAMI-W/1/8"HS,.090,1/8"HS) HEIGHT '.X" 26 31 36 383/8 43 48 505/8 1 54 57 60 63 66 69 72 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.01-90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0.-90.0 70.0 -90.0 70.0 -90.0 70.0 •90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-83.6170.0 -79.9 70.01-75.4 70.01-72.4 70.0 -69.9 69.91-67.8167.8 -66.2 66.21-65.0165.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.01-90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.01-90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.01-90.0 70.0 -88,3 70.0 -81.0 70.01-71.1 70.0 -61.8 81.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50,4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.01-90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34 A -75.0 70.01-75.0 70.0 -75.0170.0 -75.0 70.0 -65.5 65.5 -57.5 57.51-54.9154.9 -51.8 51.8 48.6 48.6 -45.2 45.2 42.4 42.4 B,E -75.0 70.01-75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.01-76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 38 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70,0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 dl. -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 37 A -75.0 70.0 -75,0 70.0 -73.7 70.0 -67.9 67.91-59.0 59.0 -52.8 52.8 -49.9 49.91-46.4 46.4 -43.5 43.5 -41.1 -38.8 38.6 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.01 70.0 -75.0 70.0 -75.0 -75.0 70.0 TABLE 2. "X"WINDOWS TEST REPORTS: FTL-3580,FTL-3587 GLAZING OPTION: C.7/16"LAMI(3/18"A,.090,3/16"HS) ALL"X"SIZES UP TO 37"WIDE x 63"HIGH AND ALL"X"SIZES UP TO 32"WIDE x 72"HIGH 90.0 70.0 TABLE 2A. "X"WINDOWS TEST REPORTS: FTL4607,FTL-4608 GLAZING OPTIONS: C.7/16"LAMI(3/16"A,.090,3/16"HS) F.13/16"LAMI(1/8"A,AIR SPACE,7/16"LAMI-W/3/16"A,.090,3/16"HS) ALL"X"SIZES UP TO 37"WIDE x 76"HIGH 1-55.0155.0 �y ` �Bietlan Building Code Acceptonco No 10.' /20! Wle Product Cuulrn X NOTES: ® itliiirl 1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE ELCO 1/4"TAPCONS OR \\��`DNy LYNN 1/4"SS4 CRETE-FLEX ANCHORS. ��,. ��cENSr;''•FP 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. * N0.58705 -p o�4 F.K. 7/f0A79 c NO CHANGE THIS SHEET i�O•'• ST 1070 TECHNOLODYDRIVE PRESSURES- XCONFIG. WINDOWS i .t� a�pR�o?:••'(� FA 62M D REVISEANCHORS S ADD 7S"HEIGHT OPTION NOM OM/g,F13L75 "IfE TM"r �� S ..to tVi� J.J. 1Q74H1 E NOC/WJGETHIS SHEET P.o.earlSYi ALUMINUM CASEMENT WINDOW,IMPACT '/I,S/ONA�-��` as o.t.: NOKOWIS,FL 34274 Kaby Better ems' ssr ue VffAV . aM A.Ly"d Mlll�l,d.�. F.K. 12/f7A71 17-40 NT$ S w 13 7045-8 E P.E.068705 COMPARATIVE ANALYSIS TABLE 3. "XX"WINDOWS TEST REPORTS: FTL-3582 GLAZING OPTION: A. 5/16"LAMI(1/8"A,.090,1/8"HS) X X HEIGHT "XX" 26 31 1 36 383/8 43 1 48 505/8 54 57 1601 63 WIDTH NEG I POS NEG POS I NEG POS NEG I POS NEG I POS I NEG POS NEG POS NEG I POS NEG POS NEG POS NEG I POS 37 A -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75,01 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.01-75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.01-75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -80.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.01-68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.5 65.5 -57.5 57.5 -54.9 54.9 -61.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4170.0 -60.4 80.4 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 87.9 -59.0 59.0 -52.8 52.8 49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX"WINDOWS TEST REPORTS: FTL-3582,FTL-3729 GLAZING OPTIONS: B.5/16"LAMI(1/8"HS„090,1/8"HS) E.13/16"LAMI(1/8"HS,3/8"SPACE,5/16"LAMI-W/1/8"HS,.090,1/8"HS) ALL"XX"SIZES UP TO 74"WIDE x 63"HIGH 1-76.0173.70 TABLE 5. "XX"WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C.7/16"LAMI(3116"A,.090,3/16"HS) ALL"XX"SIZES UP TO 74"WIDE x 63"HIGH 90.0 70.0 PRODUMIRVISQD TABLE 5A. "XX"WINDOWS TEST REPORTS: FTL-3580,FTL-4607,FTL-4608 ""omPlyingwill)WeFlorida Buidln8 Code GLAZING OPTIONS: C.7/18"LAMI(3/16"A,.090,3/18"HS) F.13/16"LAMI(1/8"A,AIR SPACE,7/18"LAMI-W/3/16"A,.090,3/16"HS) A`0eptw p o << •1 te ALL"XX"SIZES UP TO 74•'WIDE x 76"HIGH 55.0 55.0 ® Miami a e Prodduct C�'o,nm, NOTES: ® l 1111" 1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE ELCO 1/4"TAPCONS OR `\��`Op�Y LYNN ' /i,� 1/4"SS4 CRETE-FLEX ANCHORS. ��.•''��pENSF''<<Fp'�� 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ' No.58705 JV i�l 1070TEOW40LOGYORIVE PRESSURES- XXCONFIG. WINDOWS %��.' I(A 6t..` F<ORIOp.•'' \�� F.K. b?9Po5 D REWSEANCHORS6 ADD TABLES 7d-HE/GHTOPTION NOKOM/B,FL 91174 nem i ALUMINUM_CASEMENT WINDOW,IMPACT s`S70NA1.�aG�� J.J. i[Y1M11 E NO CHANGE THIS SHEET P.O.BQX 161Y 11 `` F.K ,vTTro2 oer NOKOMIft FL 9117, Uivay Be/rer `CA NTS ; a 13 n'" 7045.8 E a�P.Eh a'706 COMPARATIVE ANALYSIS TABLE 6. "0"8 1/4-112-1/4 XOX"WINDOWS TEST REPORTS:FTL-3582,FTL-3729,FTL-4807,FTL"4608 GLAZING OPTIONS: A.5/16"LAMI(1/8"A,.090,1/8"HS) B.5/18"LAMI(1/8"HS,.090,1/8"HS) C.7/16"LAMI(3/18"A,.090,3/18"HS) E.13/16"LAMI(11&'H$,3(8"SPACE,5/16"LAMI-W/1/8"HS.09p 1/8"HS F.13/18"LAMI 1/8"A AIR SPACE 7/16"LAMI-W/3/16"A.090 3/18"HS HEIGHT 4 2 4 WIDTHS 28 31 38 383/8 43 48 505/8 54 57 60 63 67 72 78 "0,. "XOX" NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEd POS NEO POS NEG POS X O X A .75.0 70.0 -75.0 70.0 •75.0 70.0 -70.4 70.0 -60.4 60.4 -64.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.81-42.2142.2 -39.7 39.7 36 72 B,E •75.0 70.01-75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 •65.0 5b.0 •56.0 65.0 -55.0155.0 A •76.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.8 37 74 B,E •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 Q C F "90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55,0 56.0 -65.0 56.0 -55.0 56.0 A •75.0 70.0 -76.0 70.0 -67.8 1 67.8 -82.1 62.11-55.7 55.7 -49.8 49.81-46.9 48.01-43.6 43.6 -41.1 41.1 •38.6 38.6 •38.6 38.b 391/2 79 8,E •75.0 70.0 -75.0 70.01-71S.0 70.0 -75.0 70.01-75.0 70.0 -75.0170.01-75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 C F "80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 0. 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 "56.0 68.0 -58.0 55.0 -65,0155.0 A •75.0 70.0 -75.0 70.0 •62.4 62.4 -58.4 68.4 -83.3 63.3 -56.4156.4 -53.4 53.4 -60.0 50.0 46.9 46.9 -44.3 44.3 -41.9 41.9 42 84 B,E •75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 •75.0 70.0 -76.0.70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 "90.0 70.0 -90.0 70.0 -90.0 70.0 -00.0 70.0 -90.0170.0 -64.6 70.0 -79.7 70.0 -75.6 70.0 -56.0 65.0 -65.0 88.0 -65.0 55.0 A •75.0 70.0 -70.3 70.0 -58.0 58.0 "64.6 64.6 -59.3 59.3 -53.6 53.6 -50.9 50.9 -47.6147.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 45 90 B.E •75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 •78.0 70.0 -76.0 70.0 -78.0 70.01-75.0170.0 -75.0 70.0 -75.0 70.0 -78.0 70.0 1 F -90.0 0.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 "88.2 70.0 -81.8 70.0 •76.9 70.0 •72.4 70.0 •69.2 89.2 -6b.0 86.0 -66.0 68.0 66.0 65.0 A -75.0 70.0 -86.0 88.0 -54.3 64.3 1-51.1 51.1 -55.1 55.11-51.4 51.41-48.6 48.6 -45.3145.31-42.5 42.5 -40.4 40.4.-38.4 38.4 48 98 B,E •75.0 70.0 •76.0 70.0 -75.0 70.0 •75.0 70.0 -76.0 70.0 -75.0 70.0 •76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 "67.3 67.31-64.1 64.1 -55.0155.0 -85.0155.0 -63.2153.2 A •75.0 70,0 -60.8 60.8 -61.3 51.3 "48.3 48.3 -52.7 82.7 -48.7 48.7 •46.9 46.9 -43.8 43.5 •41.3 41.3 -39.2 39.2 •37.1 37.1 501/2 101 BE -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C F •90.0 70.0 -90.0 70.0 .90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -86.8 88.8 -63,5 63.5 -60.6 80.5 -55.0155.01-62.6162.6 40.8 4D.8 A .76.0 70.0 58.7 68.7 -48.7 48.7 -48.4 45.4 -50.0 50.0 -48.1 46.1 -44.2 44.2 -42.2 42.2 -40.1 40.1 58.0 38.0 -36.2 36.2 531/81103/8 BE -75.0 70.0 -75.0 70.01-75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -72A 70.0 CT •90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -88.8 70.0 -76.4 70.01-71.1 70.0 •66.6 68.5 -63.0 83.0 -60.0 60.0 •57.3 67.3 -83.8 63.8 •49.4 49.4 48.2 462 A -76.0 70.0 -58.2 88,21-47.9 47.9 -44.6 44.6 -49.1 49.1 -45.3146,31-43.4 43.4 -41.9141,01-39.8 39.61-37.61 37.6 -35.9 36.9 54 108 BLE_-75.0 70.0 -75.0 70.01-75.0 70.0 •76.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0170.01-75.0 70.0 -7a.0170.01-71.8 70.0 CF 90.0 70.0 •90.0 70.01-90.0 70.0 -90.0 70.0 -86.9 70.0 -76.0 70.0 -70.1 70.0 -85.4 85.4 81.8 61.8 -69.1 59.1 •56.4 B8.4 -52.8152.6 -48.4 48.4 46.2 482 A -75.0 70.0 -67.1 57.1 -48.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 422 -40.8 40.8 -39.1 39.1 -37.2 37.2 •38.4 35.4 851/2 111 B E -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 •76.0 70.0 -76.0 70.0 -74.3 70.0 -70.8 70.0 C F -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 84.3 70.0 -72.5 70.0 88.4 88.4 -63.8 63.6 60.1 80.1 -67.6 67.6 -54.8 54.8 -61.1 51.1 •48.8 48.8 43.8 43.6 A -75.0 70.0 -68.2 68.2 -44.8144.8 -42.1 421 48.2 48.2 -42.5 42.5 41,2 412 -39.8 39.8 38.5 38.5 -38.7 38.7 34.8 34.8 87 114 B,E -76.0 70.0 -75.0 70.0 •75.0 70.0 -78.0 70.0 -78.0,70.0 -75.0 70.0 -75.0.70.0 -75.0 70.0 -76.0 70.0 -73.3 70.0 69.8 89.8 C F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.01-70.7 70.0 -88.7 68.7 -61.8 61.8 -68.7168.71-55.9 56.9 -63,2 53.2 •49.4 49.4 -45,2145.2 42.8 42.8 A -74.2 70.0 -55.0 55.0 -43.4 43.41-40.9140.9 -44.8 44.8 41.3 41.3 -40.2 402 •38.7 38.7 -37.6 37.6 -36.1 38.1 -34.2 34.2 581/2 117 B,E -75.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70,01-68,4 88.4 C F -90.0 70.01-00.0 70.0 "90,0 70-0 -90.0 70.0 -79.4 70.0 -69.0 69.0 54.9 64.9 -60.4 80.4 -57.3 67.3 -64.6 64.6 51.6 61.6 -47.8 47.8 43.8 43.8 41.7 41.7 PROM"r °omP1YN8 with dw Ploride A -72.9 70.01-63.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 392 -37.6 37.6 -38.7 36.7 -35.5 35.5 33.7 33.7 Ouilding Code 60 121) B,E -75.0 70.0 -75.0 70.0 •75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -87.4 87.4 A"�I9"�°N0 0. C F -90.0 70.0 -80.0 70.0 •90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 87.3 83.3 83.3 -69.1 69.1 56.9 86.9 53.0 83.0 -50.0 80.0 48.3 46.3 •42.8 42.8 40.8 40.8 /d TABLE 7, "O"&"1!41/2-1l4 XOX"WINDOWS TEST REPORT: FTL-3580 MiwrJD6d° ud Cm�tro GLAZING OPTION: 0.7/16"LAMI(3!18"HS,.090,3/16"HS) ALL"O"SIZ5S UP TO 60"WIDE x 63"HIGH AND ALL"1/4.1/2-1/4 XOV SIZES UP TO 120"WIDE x 63"HIGH 90,0 70.0 11 l 1 I'll, TABLE 7A. "O"&"1/4.1/2.114 XOX"WINDOWS TEST REPORTS: FTL"4607,FTL-4608 `��\rOh1X 1,YNN...,M/l�"/�i�� GLAZIN N : D.7116"LA 6' ,.09 /1 'H G.1 • 1 "LAMI(1/8"A,AIR SPAC ,7/1 'LAMI•W/3/ " ,. 9 1 'H ,•''_\CENSF P �� ALL"0"SIZES UP O 50"WI x 76"HIGH AND ALL"1/4.1/2-1M XOX"SIZES UP TO 120"WIDE x 78"HIGH1-55.0166-1) ® NOTES:1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE ELCO 1/4"TAPCONS OR _ *' No.58705 �- 1/4"SS4 CRETE-FLEX ANCHORS. 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. = O ' to �T �( ; FJc 7noros c No CHANGE THIS SHEET PRESSURES-0&1/4-1/2-1/4 XOX CONFIG.WINDOWS �` F A E ddP ,:\�v�� F.K. 675176 D CHANDEANCHOR9 AND ADD 76"HT.OPTION t°NOKOWK FL�� nax ��/�S'••..ORI. ••�(j J.J. in74n1 E NO CHANGE TH/9SHEET P.o.lox IM ALUMINUMCASEMENTWINDOW,IMPACT `S rwwae .0 ynw R«: (Pd�114I.V.E. F.K. 1?/17N2 �•Ft 31274 Vtrlby Better A L C4-740 NT$ 7 a 13 7045.6 E P.E.0 58706 COMPARATIVE ANALYSIS TABLE 8. "XO"OR"OX"&"1/3-1/3-1/3 XOX"WINDOWS TEST REPORT: FTL-3682 1 1 1 GLAZING OPTION: A.5116"LAMI(118"A,.090,1/8"H$) 3 3 3 HEIGHT "XO" "XOX" 26 31 36 383/8 43 48 505/8 54 57 60 63 X O X WIDTH WIDTH NEG POS NEG POS NEG POS NEG POS I NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 55112 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 X O 49113 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 118 792/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 89.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.91-62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.01 70.0.-76.0 70.0 -75.0 70.0 -68.4 68.4 -83.9 63.9 -60.0 60.0 -58.51 58.5 -56.2 56.2 1-53.41 53.4 64 96 A -75.0 70.01-75.0 70.0 -75.01 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 -56.9 58,91-56.1 56.1 -53.8 53.8W-50.4 50.4 -47.7 47,767.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.8 -52.6 52.6 -49.4 49.445.9 -43.1 43.1 70.917 1063/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71,8 70.0 -81.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.842.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.842.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 87.9 -59.059.0 -52.8 52.8 -499 49.9 -46.4 46.4 -43.5 43.541.1 -38.6 38.6 TABLE 9. "XO"or"OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL-3582,F�70_0_ GLAZING OPTIONS: B.5/16"LAMI(1/8"HS,.090,1/8"HS) E.13/16"LAMI(1/8"HS,3/8"SPACE,5/16"LAMI-W/1/8"HS,.090,1/8"HS) ALL"XO"OR"OX"SIZES UP TO 74"WIDE x 63"HIGH AND ALL"113-1/3-1/3 XOX"SIZES UP TO 111"WIDE x 83"HIGH -75.0 TABLE 10. "XO"or"OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C.7/16"LAMI(3/16"A,.090,3116"HS) ALL"XO"OR' SIZES UP TO 74"WIDE x 83"HIGH AND ALL"1/3-1/3-1/3 XOX"SIZES UP TO 111"WIDE x 63"HIGH -90.0 70.0 TABLE 10A. "XO"or"OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL-3580,FTL-4607,FTL-4608 GLAZING OPTIONS: C.7/16"LAM](3/161A,.090,3/16"HS) F.13116"LAMI(1/8"A,AIR SPACE,7/16"LAMI-W/3/16"A,.090,3/16"HS) ALL"XO"OR"OX"SIZES UP TO 74'WIDE x 76"HIGH AND ALL"1/3-1/3-1/3 XOX"SIZES UP TO 111"WIDE x 76"HIGH -55.0 55.0 PRODUCT REVISED ® as complyuig with Iho 11olida Huildh g Calc a Acceplonco No rxyinwp�ynuro- B NOTES: ® Mlami Oade Pro uc+Coaliol 1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE ELCO 1/4"TAPCONS OR t t i 111j 1/411 S84 CRETE-FLEX ANCHORS. 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. \`�0- LYNN No.58705 -0 : tel- F.K 7/law C NO CWINGE 7418 SHEET - %�O�'., STA EO // '•(v�� 0 CHANGE ANCHORS +o7orecHNaoarolrlvE PRESSURES XO,OX,6 113-113-113 XOX WINDOWS .,�s •,F<oatoa.. J.J. r 1M24/11 E N CHANGETMBSHEET 078.4EIGHTOPTION Noxolle ++5 76 ALUMINUM CASEMENT WINDOW,IMPACT � fN��AL E�1 0W. r� NOKOMIB,FL 3074 1/lstbly Better ftft v 1 i° °e1" ""r °1Mp0M "^ b tym I�IlaI,P.E. F.K. 12117101 CA-740 NTS 8 d 13 7045$ E P,E.k 68706 COMPARATIVE ANALYSIS TABLE 11. "XO"or"OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS:FTL-3580,FTL-3582, FTL-3729,FTL-4607,FTL-4608 GLAZING OPTIONS; A.5/16"LAMI(1/8"A,.090,1/8"HS) B.5/16"LAMI(1/8"HS,.090,1/8"HS) C.7/16"LAMI(3/18"A,.090,3/16"HS) E.13/18"LAMI 1/6"HS 3/8"SPACE 5/16"LAMI-W/1/8"HS.090 1/8"HS F.13/16"LAMI 1/8"A AIR SPACE 7/16"LAMI-W/3/18"A.090 3/16"HS X 0 X HEI HT WIDTHS 2636 38318 43 48 505/8 54 1 57 60 83 67 1 72 76 "XOX"I VENT I FIXED NO I POS NEG I POS NEG I POS NEO I POS NEG I POS NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG I POS UNEQUAL LITES A -75.0 70.0 -76.0 70.0 -75.0170.0 -74.1170.0 -64.9164.9 -80.6 60.6 -58.1 68.1 -56.1 55.1 -53.3 63.3 -50.5 60.5 69.264 19.125 31.014 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0170.0 -76.0 70.0 •76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -65.0155.0 -66.0 56.0 -56.0 55.0 A •78.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4150.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 38.2 -36.9 36.9 X 0 88.919 24 38.919 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -73.8 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.0 55.0 ;55'0155.0 -55.0 55.0 A -75.0 70.0 -80.6 60.5 -57.2 57.2 •62.1 82.1 -56.2 55.2 -52.8 52.6 -49.1 49.11-46.2 46.2 -43.6 43.61-41.1 41.1 UNEQUAL LITES 95.973 27 42.973 8,E •75.0 70.0 •75.0 70.0 •75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.01-76.0 70.0 -75.0 70.0 .76.0 70.0 CF -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -67.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.0155.0 -55.0155.0 -55.0155.0 A -75.0 70.0 -53,6 53.5 -50.4150.4 -54.5 64.5 •50.7 50.7 -48.2 48.2 •44.9 44.9 -42.0 42.0 -40.1 40.1 •38.0 38.0 108.649 30 48.649 BE -75.0 70.0 ••76.0 70.0 -76.0 70.01-76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •76.0 70.0 0 x C F -90.0 70.0 -90.0 70.0 •90.0 70.01-90.01704-0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -89.7 89.7 -68.3 66.3 -83.1 83.1 -85.0 85.0 -55.0 SS.O •52.2 52.2 A -75.0 70.0 -49.9 49.9 -46.8 4G.81-51.3151.3 -47.4 47.4 -45.6 45.6 -42.7 42.7 -40.7 40.7 -38.6 38.8 -38.8 38,8 115.892 32 51,892 B,E -75.0 70.0 •75.0 70.0 -76.0 70.01-76.0170.0 -76.0 70.0 •75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -73.2 70.0 C F •90.0 70.0 -90.0 70.0 -90.0 70.01-90.0170.0 -78.6 70.0 -73.2 70.0 -88.3 88.3 -84.8 64.81-61.41 81.4 -58.8 68.8 -66.0 56.0 -60.9 50,9 -47.7147.7 UNEQUAL LITES A -76.0 70.0 -47.3 47.3 -44.0 44.0 -46.4148.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 122 33.687 54.627 BE -75.0 70.0 •76.0 70.0 -76.0 70.0 -75.0170.0 -75.0 70.01-75.0170.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C F -90.0 70.0 -90.0 70,0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 -61.0 61.0 -58.4 68.4 -65,7 65.7 -52.1152.1 -47.7147.7 -44.6144.8 A -75.0 70.0 -46.8 48.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41,1 41.1 -39.3 39.3 -37.3 37.3 -35.5 36.5 123.136 34 65.136 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •74.8 70.01-71.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 •68.8 68.8 -64.1 64.1 -80.5 60.5 -57.9 57.91-55.2 65.2 -61.6 51.5 X7.2 47.2 •44.0 44.0 A -76.0 70.0 -46.6145.5 42.8 42.8 •48.7 48.7 43.1 43.1 41.0 41.8 •40.2 40.2 -98.7 38.7 -38.9 36.91-35.0 36.0 128.000 34.791 58.418 B,E -76.0 70.0 -76.0 70.0 -76.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -78.0 70.01-73.7 70.01-70.1 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.61-53.8 63.8 -50.1 50.1 -45.8 45.8 -43,0143.0 A -74.4 70.0 43.8 43.8 41,2 41.2 -48.1145.1 41.5 41.6 -40.4140,4 -38.9 36.9 -97.7 37.7 -38.2 36.2 -34.3 34.3 190 35.898 58.209 B E -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 •88.6 88.8 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 70.0 -89.3 89.3F-40.340.3 .3 -60.6 60.6 -57.6 67.8 -54.7 54.7 -51.9 51.9 -48,1148.1 -43.9 43.9 -41.8 41.9 A -74.3 70.0 -43.5 43.5 •41.0 41.0 -45.0 45.0 -41.4 41.43 -38.8 38.8 -37.6 37.6 -36.1 38.1 •34.3 34.3 130.378 36 68.378 B,E -76.0 70.0 -78.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.00 -76.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 700 •69.1 69.11 -60.5 60.5 •57.4 57.4 -54.6 54.6 •51.7 51.7 -48.0 48.0 -43.8 43.8 -41.8 41.8A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.6 43.5 -40.4 40.42 -37.7 37.7 •36.7 36.7 -35.5 35.6 -33.7 33.7 134 37 60 BE •750 700 -760 700 -76.0 70.0 -75.0 70.0 -75.0 70.0 .0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 70.0 -90.0 70.0 -90.0 70.0 -77.1 7 .0 -87.3 87.9 . .9 -59.1 59.1 -55.9 55.9 -63.0 53.0 -50.0 50.0 48.3 48.3 •42.8 42.8 40.8 40.8 PRODUCT REVISED "XO"&"OX"WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. as cotmlyius with wo Plorlde Building Coda TABLE 12. "X 'or'OX" & "XOX" UNEQUAL LITEIN O TEST REPORT:FTL-3680 Acooptmm No {O GLAZING OPTION: D.7/16"LAMI 3/16"HS.090 3/16"HS aro AZO ALL"XOX"SIZES UP TO 134"WIDE x 63"HIGH WITH 37"MAX.VENT WIDTH AND 60"MAX.FIXED WIDTH AND Br ALL"XO"or"OX"SIZES UP TO 97"WIDE x 63"HIGH WITH 37"MAX.VENT WIDTH AND 60"MAX.FIXED WIDTH 90.0 70.0 Miami ado Pmdua ConContml TABLE 12A. "XO"or"OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS:FTL-3580,FTL4607,FTL-4608 GLAZING OPTIONS: D.7/18"LAMI 3/16"H3.090 3/16"HS G.13/16"LAMI 1/8"A AIR SPACE,?/16"LAMI-W/3/18"HS..090 3/16"HS �� p1Y LYNN ALL"XOX"SIZES UP TO 134"WIDE x 76"HIGH WITH 37"MAX.VENT WIDTH AND 60"MAX.FIXED WIDTH AND -55.0 56,0 ALL"XO"or"OX"SIZES UP TO 97"WIDE x 76"HIGH WITH 37"MAX.VENT WIDTH AND 60"MAX,FIXED WIDTH \ ,• CICENSF.-YF� * NOTES:1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE ELCO 1!4"TAPCON3 OR NO.58705= = 1/4"SS4 CRETE-FLEX ANCHORS. 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 6 Z F.K 7N0.'019 C NO CHANGE THIS SHEET or•srrr: OTA E O u '•. 1070,ECAWLCGYDR,PE PRESSURES-UNEQUAL CONFIG.XO OX& FK CHANGE ANCHORS AND ADD 7B"HEIGHT OPTrON NOKONe.r:ILaz7aALUMINUM CASEMENT MNDOW,IMPACT ''��0�``NALENG?; J.J. 10.X/11 E NO CHANGE iH/88HEET 15- NOKOAMM,n U274 VisI*Better �" ne a.•rerw A LJ#44101 F.K. 1?h,A71 CA-740 NTS s « 13 M4&8 E P.E.#68706 87 REFERENCE"XO"&"XOX"FRAME 87 REFERENCE"XO"&"XOX'FRAME ASSEMBLY DETAIL,SHEET 11® 83 ASSEMBLY DETAIL,SHEET 11® ®89 1 40 41 85 40 41 rDAYLIGHT DAYLIGHT OPENING 85 MAX.FIXED LITE 80 (SEE SHT.3) 55 . ) MAX.WIDTH(SEE SHT.3) HORIZONTAL SECTION-XOX 67 REFERENCE"XX"FRAME f ASSEMBLY DETAIL,SHEET 11 1 89® ®8g ®88 7 1 MAX.VENT II 85 40 41 7 [--DAYLIGHT OPENING—•I 80 6 (SEE SHT.3) a 6 5 26 g 85 40 41 MAX.WIDTH(SE HT.3) HORIZONTAL SECTION-XX 12 89 40 41 85 15 10 43 89 MAX.DAYLIGHT 1 e OPENING FIXED& 85 40 41 MAX.. OPERABLE VENT MAX.VENT HEIGHTL (SEE SHTS.3&4) (SEE SHTS.3&4) 6 DAYLIGHT OPENING g (SEE SHT.4) MAX.WIDTH(SEE SHT.4) 14 1s HORIZONTAL SECTION-X PRODUCT REVISED IN ootnplyittg with tho Florida 45 28 46 Building Code 24 Accoptm No 5 BXato lw 25 —\ uct Comrol - �\ a 17 dill \`� 18 NN��NV LYNN VERTICAL SECTION ��.' �10ENSF•<<Fp VERTICAL SECTION FIXED UNIT = :' OPERABLE UNIT _ No.58705 • °"°so"' EEO a F.K. 7/18 C SHOW TOP HINGE .(�''.• STA F.K. 8129/03 D CNG BHT.NO.REF.ANDADDITEM88 f0)07WKMINOLFl=75VE SECTIONS ��(�` 'O<OR..P,.••• '- J.J. 10!24/11 E NO CHANGE MS 8HEEr r3o.eqx len ALUMINUM CASEMENT WINDOW,IMPACT �''�iS,7ONAL E' r• oyer o.1 NOKon118.FL sra74 VWl7 Better 1i4"'0i° °e1 °""e1 a Liwwoiw Hi F.K. 19117/02 CA 740 NTS 10 > 19 7045.8 E P.FJt 68705 #1 xl PH TEKSMS FRAME ASSEMBLY 13"MAX.O.C.W/(2)SCREWS NOTE:ALL ALUMINUM SHALL BE OF 6063-T6 TUBE,MAT'L:6063-T6 3"APART AT MID-SPAN 1.376" "X"FRAME JAMB "X"FRAME JAMB 440" ® .095" 1 T DP 89 CASEMENT BACKING PLATE 062„ )I SASH FRAME TOP MAT L:6063-T6 NOM. 2.919" Il OR BOTTOM RAIL DWG#7071 "XX"FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS 2'784' #12x1 PH TEK SMS (2)PER CORNER ,434" 1 FRAME HEAD,SILL,JAMB FRAME ASSEMBLY MAX.O.C.W/(2)SCREWS2.854"TUBE,MAT'L:6063-T6113" 3"APART AT MID-SPAN MAT'L:6063-T6 SASH FRAME I2" DWG#7002A "X"FRAME JAMB "O"FRAME JAMB SIDE RAIL NOM. 1.159" 2.139" OSASH FRAME HEAD,SILL,JAMB MAT'L:6083-T6 fu DWG#7003A SASH FRAME ASSEMBLY DETAIL "XO" &"XOX"FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2)PER CORNER FRAME JAMB PRODUCTRUVISUD FRAME HEAD OR SILL 3 moompiyngwilhthe Florlde 062" Uuilding Codo d' I—NOM. Acceptance No 1 1 438-2, 1 Dew MiMul Ploduot Contro 2.784" I g0 FIXED FRAME HEAD,SILL,JAMB LYNN 4fle I MAT'L:6063-T6 F ' DWG#7005A - * N. 58705 * ' MAIN FRAME ASSEMBLY DETAIL * _ F.K. 7/10/03 C NO CHANGE THIS SHEET EXTRUSIONS .STA 1070 TECNNOLOOYDRIVE4%ASSEMBLY DETAILS ORIDP,l�.••'•'11V�: ' F.K. ADD ITEM 38 NOKOMIS,FL 91275 �SS� '•""wi;ww �G d.d. ' 11Y1u11 E NOCNANpETM189HEEi F.o.0gx15s5 ALUMINUM CASEMENT WINDOW IMPACT //,, LOtN'AL Oo oa.: oar: NOKOMIS,FL 91271 ViaibFy Better aM.waer I— ne onww nn. ser. A Cyan M91e1,tdE. F.K. fynroz Ca-740 NTS 11 a 73 70458 E REA58706 PARTS LIST PARTS LIST CONT. - ITEM DWG# PGT.# I DESCRIPTION ITEMI DWG# PGT.# I DESCRIPTION I 7002A MAIN FRAME-HEAD,SILL&JAMBS 73 7025 MAXIM SINGLE LOCK 2 1155 781PQA #8 X 1 QUAD PH SMS 74 7016 SINGLP LACK KEEPER 3 7008 FRAME CORNER KEY 75 10834A 08 X.750 QUAD PN SMS 4 1/2"X1/2"XI/8"CLOSED-CELL FOAM TAPE 80 7005A FIXED WINDOW FRAME•HEAD,SILL&JAMES 5 7003A SASH-TOP BOTTOM&SIDE RAILS 81 1155 781 PQA #8 X 1 QUAD PN SMS 6 1155 78]PQA #8 X 1 QUAD PH SMS 82 7010 FIXED FRAME CORNER KEY 7 7017 67017K BULB WEATHERSTRIP.187X.240 83 7007 INSTALLATION HOLE COVER 8 7009 ISASH CORNER KEY 85 7047 67407 GLAZING BEAD(13/16"1.0. 9 7024 MAXIM MULTI-POINT LOCK 13/16"I.G.GLASS(1/8"HS,AIR SPACE,5/16"LAMI)5/16"LAM 10 7026 LOCK SUPPORT PLATE 86 (2)LITES OF IB'HS GLASS WITH AN.090 INTERLAYER-SOLUTIA OR DUPONT PVB I1 #10-24 X.562 PH.PN.TYPE F 87 13/16"I.G.GLASS(1/8'HS,AIR SPACE,7/16"LAMI)7/16"LAMI 12 7014 MULTI-LOCK KEEPER .H.&L.H. 3/16A&3/16HS GLASS WITH AN.090 INTERLAYER-SOLUTTA OR DUPONT PVB 13 1157 7SX78PPSMS #8 X.875 PH.PN.SMS 88 13/16"1.0.GLASS(1/8.118,AIR SPACE,7/16"LA I)7/16"LAM1 14 7013 TIE BAR GUIDE 3116HS&3116HS GLASS WITH AN.090 INTERLAYER-SOLUTIA OR DUPONT PVB 15 7015 TIE BAR ASSEMBLY f 89 7071 1 67071 CASEMENT BACKING PLATE Eli NOTE 4,SHEET 13 16 7028 IMAXFM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR .706"�+-�� 993" I B 7030 OPERATOR GASKET ' I 289" 19 7031 BACKING PLATE �� 83 INSTALLATION HOLE COVER 20 #8.32 x.375 PH.PN.TYPE B 050" •865 040" MAT'L:6063-T6 21 7032 STUD BRACKET L.H.&R.H.) DWG#7007 22 7858ZA #8 X 5/8"FLT.PHL 9M3 23 7033 OPERATOR TRACK&SLIDER UAL ARM 24 7022 SNAP-ON HANDLE 40 5/16"GLAZING BEAD 1 �- 25 7023 12'HINGE(HEAVY DUTY 172"MAT'L:6063-T6 L 26 71 Ox12PP #IOX.500PH.PHL. DWG#7036 ,670" 30 5/16"LAMINATED(1/8A&1/8HS GLASS) �I�—.050" .090 INTERLAYER-SOLUTIA OR DUPONT PVB '�' 31 5/16"LAMINATED(1/8HS&1/8HS GLASS) 1 — (_ .569" .090 INTERLAYER-SOLUTIA OR DUPONT PVB 7/16"LAMINATED(3/16A&3/16HS GLASS) '523"—j 32 .090 TNTERIAYER-SOLUTIA OR DUPONT PVB 85 13/16"GLAZING BEAD 7/16"LAMINATED(3/16HS&3/16HS GLASS) MAT'L:6063-T6 33 .090 INTERLAYER-SOLUTIA OR DUPONT PVB •050" '865" DWG#7047 40 7036 GLAZING BEAD 3/16" 41 7042 GLAZING BEAD 7/16" 1.124" 43 1224 6TP247 VINYL BULB WSTP HICK 41 7/16"GLAZING BEAD 44 SIWCONE-DOW CORNING 899,995 OR EQUIV. ® MAT'L:6063-T6 PRODUCT REVISED 45 PARABOND 46 1634 6163K SETTING BLOCK DWG#7042 a�cang with 0w Flgdda 50 7006 SCREEN FRAME .125" �A-,�'-EN51 7040 SCREEN CORNER KEY2.70152 SCREEN CLOTH ,062" 53 1635 61635K SCREEN SPLINE•SERRATED 54 331 60976 CASEMENT SCREEN CLIP 040" 1.000" 55 78x12PSTW/B #8 X.300 SQ.PN.TEK SMS 1 I I 1111 67 7004A 67004 CASEMENT FRAME ASS'Y.TUBE " .093" ,` Y LYNN 68 712XIPPT #12X1"PI4.PHIL-TEK. '423 ``` ,��O......• 41e, '�� 69 7011 LOCK SUPPORT PLATE 67 CASEMENT FRAME *P?•'• UCENSF•.,�FP%i 70 7012 LOCK SPACER 50 CASEMENT SCREEN FRAME ASSEMBLY TUBE _ No.58705 *' 71 7019 711573 SNAP ON T-HANDLE KNOB MAT"L:6063-T6 MAT'L:6063-T6 _ 72 7018 7FLDHD FOLDING HANDLE DWG#7006 DWG#7004A FK, 7/law c NO CHANGE THIS SHEET O1s0'°` S�,n'•, 7ATE0 // .•�� +07d TEONNOLOGYWOVE PARTSLIST&EXTRUSIONS i�iS <ORIDA„••'\�' F.K. 6QSN6 D ADD EOWV.TO ITEM M,SJUCONEANDADD ITEMS 97,SB AND 0 NOKOMIS,FL 94276 nr: �/ lS ••”" G�` ✓,I. +anw++ E NOCNANGETHIS srIEET ao.sqx+s22 ALUMINUM CASEMENT WINDOW,IMPACT p"y; NOKOMIS,FL 91274 Visibly Behr """" htr "" A Lynh11✓IIII�%P.E. F.K. 1Y/17Po2 OA•T40 NTS 12 a 1.3 7046.8 E PAA 66705 A 2x WOOD BUCK ®Ix WOOD BUCK ®1x WOOD BUCK (SEE NOTE 3) (SEE NOTE 3) ®2x WOOD K (SEE NOTE 3) 1/4"MAX.SHIM (SEE NOTE 1/4"MAX.SHIM 1/4"MAX.SHIM [- 1/4"MAX.SHIM ®SEE NOTE 1 SEE E NOTE 4 ®SEE NOTE 2 ® ®SEE NOTE 1 ASEE NOTE 2 F/ SEE NOTE 4 SEE NOTE 4 S E NOTE 4 SEE NOTE 4 1 1/2" 4-- 1 1/4" 1 1/2" MIN. MIN. MIN. MIN. OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT FRAME TO CONCRETE W/ TO WOOD BUCK TO CONCRETE W/WOOD BUCK TO WOOD BUCK WOOD BUCK LESS THAN 1 1/2"THICK 1 1/2"OR MORE THICK LESS THAN 1 1/2"THICK 1 1/2"OR MORE THICK 1/4"MAX.SHIM 7 1/4"MAX.SHIM &SEE NOTE 1 ®SEE NOTE 1 SEE NOTE 4 1 .y SEE NOTE 4 ` " ' ' NOTE: ALL DETAILS APPLY TO HEAD, SILL,AND JAMB. hi bd MIN. MIN. PAODUCTREVISED OPERABLE UNIT FRAME FIXED UNIT FRAME m complying e•iN die Piorido Building Code TO CONCRETE TO CONCRETE AcoaptenccMe g' NOTES' A n oa 'G 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 Miomi D"do Pro"a ontrol CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPACING, 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 SCREWS,1/4"ELCO TAPCONS OR 1/4"ELCO SS4 CRETE-FLEX. SEE SHEET 1 FOR SPACING. ONY LYNN 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD �IOENSF', BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY * No.58, * ' HAVING JURISDICTION. 4.ITEM 89 BACKING PLATE,NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI-DADE COUNTY. Cc at,1 F.K. 7/1649c NOCHANOETINSSNEET O% STA OE 1p70 TECNNOLO6YDRIVE ANCHORAGE DETAILS '�(�`'' 'c<ORIDP,.•''\'�� FK. 629ro9 D REVISE NOTES AND REMOVE 9/1S`7APCONS 8Af4lK;REYVB NOKOW FL 91776 r.1. MOWE NOCHANOET1fl8SNEET P.o.6gxlsia ALUMINUM CASEMENT WINDOW IMPACT ��'ii%NAL oN" 6.r NOKOM18,FL 9177.1 Vptbly Be[rer + *1v� ewe: o� aw wr. A.L �IGQI ,'t3.E. F.K. 120MN7 C4-710 NT$1 13 d 13 7045-8 E REA 5UD5 MIAMI- DE MIAMI-DADE COUNTY,FLORIDA 'L'l�'J11i1 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miumidade.p-ov/development/ PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"FD-101"Outswing Aluminum French Door w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.11-1013.22 and consists of this page 1 and evidence pages Irl, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. =MLAM"DECOUNTY NOA No. 12-A516.02 Expiration Date: October 18,2017 �,(y�S Approval Date: August 30,2012 v� Page 1 Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Innovative Structural Design, Inc. Mare A. Jean, P.E. -z3 24,i 3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No.. 110058-1,titled Series"Alum. French Door& Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12,signed and sealed by Marlin D. Brinson,P. E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P.E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Satlex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16. Jaime D.Gascon,P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-2 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FRC2010, issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest,issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller,P. E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory,Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon,P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07,signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/wo Sidelites - L.M.I.", approved on 11/23/11 and expiring on 10/18/12. c Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOORS)AND SIDE LITE(Sj pRODUCT RENEWED --- ------- --'--—"- es compiyl"B ilk,11'.Florldi I 1.GLAZING OPTIONS: OW141"8� 12." &. A.Wii LAMI NOM.(.402')CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM AaepMn°°No fA � PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. B.3/8'LAMI NOM.(.402")CONSISTING OF(1)LITE OF 118"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE Quc,Cbnlroj MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. C.7/1 B"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. D.7116"LAMI NOM.(.485")CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. Y 04 p E.13/16"LAMI IG NOM.(.8407)CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP F. INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. r? U 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET d A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130co I 0 04. GENERAL NOTES............ 1 ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 OQ' 3.CONFIGURATIONS:X,0,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS,.,........ 1 -� Cn 4 o 4.ANCHORAGE;THE 33 1/3"h STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2Lu SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS qF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 Lll J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS............. 4 W 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 ¢ p o 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 p CIS LL 7.REFERENCES: EXTRUSIONS................... 6.7 V)(L o6 O ®TEST REPORTS FTL 4984,5212&8884;ELCO ULTRACON NOA:11.0408.01,12-0126.09;AN31/AF&PA NOS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................8-10 W p Ix DESIGN MANUAL. g C9 O 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY O (� Z O HURRICANE ZONE(HVHZ). W a GLASS ABBREVIATIONS F- 9.CONFIGURATIONS WHICH CONTAIN ASIDE LITE TO DOOR CONNECTION: AN.-ANNEALED Lu 3 O U A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED ((]] B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q 2 W TABLE 1„SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. L 93 93 ® 91 �d N : IW- o 30 30 30 O z � LL 90N n 73 1/2"GLASS BITE 73 KGS BITE 74 NGLAES BITE EXTERIOR EXTERIOR EXTE IOR�I a 1/8"AN.OR 3/16"AN.OR ° 114"AIRSPACE � � HS.GLASS HS.GLASS 3/16"HS. 3/16"HS. 3116"HS. 3/16"TP.GLASS GLASS .090 PVB INTERLAYER GLASS .090'PVB INTERLAYER GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE OR SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE 1/8"HS.GLASS ��`� * ...a3�/��/ MAXIMUM) MAXIMUM) (DUPONT UT CITE) �\�•' /O'L "! 3/8"NOM. 7/16"NOW 13/16"NOM. gV'• 6 `�' ' GLASS _ ty _ o:Q GLASS STACK GLASS STACK STACK - 'w �" * ¢ g: 211 3/8" LAMI NOM. 7/16"LAMI NOM. 13/16"LAMI IG NOM. ' yyo;' Z GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 %,y�4v ••••••F ps TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTESi PRODUCT,w,plyins,vW,:;-^ u mmplYU6 wi,L::: (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: Apl�enoC'Ad No v•O� REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.318"FAMI(1/8"A,.090 PVB,3/16"HS) ax DOORS WITH GLASS TYPES A,B,C,D OR E B.318 MI(1/8"HS,.090 PVB,3/18"HS) a' C.7/1 'LAMI(3/16"A_090 PVB,3/18"HS) Da duce HEIGHT D.7/18'LAMI(3/18"HS,.090 PVB,3/18"HS) X WIDTH XX WIDTH 68-79 3/4" 70-83 3/4" 87 3/4" 913/4" 80-95314" ®E.1311 "LAMI IG(3116'TP,114"AIRSPACE,1/8"HS,.090 PVB,3/18"HS) 30 371/2"160 713/W'.+75.01 -75.01+75.01 -75.01+76.01 -75.01+75,01 -75.0 +75.01 -76.0 2•COMBED WIDTH = 73 112"DOOR 8 SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX.: Y r 1: est O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX. XO WIDTH-109 1/2" MAX. XO/OXX WIDTH=107 3/4" O Q 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX. Xxo WIDTH=143 3/4" UO I � 361/8" +75.01 -75.01+75.01 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 64.2 D_ c �� 3.SINGLE DOORS 33 6!8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" -� fn �O 363/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +68.6 -68.6 +63.1 -83.1 WIDE C�R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE W 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES S,C,D OR E FBC. NPRROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. LLILU J 36 3/4" +75.01 -75.01+75.01 -75.01+75.01 -75.01+75.01 -75.01+75.01 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. G. 0 O TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY ® 5.EXAMPES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ca p APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO a � N EX.A F�tOM TABLE 1. J G7 O (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A O W O cn REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30'WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES D Z GLASS TYPES A,B,C,D OR E DESIGN PRESSURE_+87.8/ 87.8 PSF Q U HEIGHT EX.B FROM TABLE 1. in W z 6 -79 3/4" 7 83 3/4' 87 3/4 91 3/4" 6 -95 3/4 OXXO WITH GLASS TYPE A a Z U X WIDTH XX WIDTH a o o o 88"WIDE x 86"HIGH DOUBLE DOOR WITH 36 1l2"SIDE LITES 0i N z U- � 20 25 1/2" 40 47 3/4" +58.6 -68.6 +55.4 -55,41+52.41 -52.4 +49.8 49.8 +47.4 -47.4 DESIGN PRESSURE-+70.4/-70.4 PSF CL N ? d 27 1/2" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. 0 Q OXO WITH GLASS TYPE C 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES 26 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 46.2 +43.6 -43.6 +41.4 41.4 +39.3 -39.3 DESIGN PRESSURE_+43.6/-43.6 PSF N 26 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. OXXO WITH GLASS TYPE C x 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES $ DESIGN PRESSURE.+43.1/-43.1 PSF 30 371/2" 60 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 iv O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH c� REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 6 FOR REINFORCEMENT 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. * a �ZVy� / SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 `�e,Q.•'' 02�i w F; SIDE LITE 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 _z i y 8 = J yo0•.:ZZ 273/4" +52.9 -52.9 +49.9 -49.9 47.2 47.2 +44.7 44.7 +42.6 -42.6 `t 361/8" + co o235 + -aZ 1 -35.2 a 36 3/4" 1+34.01 -34.01+34.0 -34.0 +34.0 -34.0 1+34,0 -34.0 +34.0 -34.0 �'oyf vb .. a 731/2"MAX.-- --- -- -1091/2"MAX.— -- 1433/4"MAX.- .-------- DU WED _36 36 3/4' 36 3/4" 36 3/4" 36 3/4" as lld M�+e w+u'*a plO1da r MAX. MAX. �+ SEE NOTE 3 r— MAX — M AX. - �h+——SEE NOTE 3-----�-- MAX. Bu�IdingCbdo Z�0 I6 AcceLl pI cc No Dab 49 49 41 Miam So ro a 49 X/ 11311" N ❑ MAX.Y (T ) O Q 10 \� A c Lu Er E Ef E Er JE Ef Ef JEo111X 0 0 X 0 O X INACT 0 fn W O fn W 06 1 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 W O OX OR XO OXO OXXO 41 w z 71 3/4"MAX. MAX = I- 2: Z �37 1/2" 24 9/18"MAX. 33 5/8"MAX. U LU U) Z A MAX � A--, DLO(TYP) B DLO(TYP.) G Z N Z W O I D' 04 F- LL O 49 95 3/4" 49 41 G � Q N � �=) LL10 TYP. 95 314" ❑ W ~Q MAX. 84 3/8" 10 (TYP.) N DLO 843/8MAX. �+ TYP. X. d x d 19 DLO $ (TYP.) DOOR DLO HEIGHT =HEIGHT-113/8" a 40" DLO WIDTH W =DOOR WIDTH-12 15/16" o (TYP.)pt JD C[ 1C F r F DLO WIDTH'XX'-DOOR WIDTH/2-11 5/16" L X X' AC . X INACT J 1 0 SIDE LITE DLO HEIGHT=HEIGHT-113/8" A_J A -J B DLO WIDTH =WIDTH-3118" y�:.•'' .L X XX O NOTES: 1,FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. - >;,Zu 6 o;Z �4:p_ 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. �r'; 3.SIDE LITES OVERLAP'X'AND'XX'DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO''XXO%'OXX'AND'OXXO'CONFIGURATIONS. -A . CCO d 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). %tiny'••..,,,,,.• 5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.648) ('XX'DOOR=DOOR WIDTH/2 4.079) 3 PRODUCTREWWBD --. — OoomPtYtnBwiththeFlmWa 40 gP g Code b tante No IMOa EXTERIOR INTERIOR OR i s -- Lro1 Product Mia 10 1 2 60 --- ® Y 0 ❑ CO) 37 64 AT HEAD/JAMB 0 Q 60 65 AT SILUJAMB CLEAR-COLORED OC p EXTERIOR INTERIOR SEALANT W 62 z LU o J ❑ ® 63 N rc (Z) U.0 o�S 10 I w o = o z O MAX. W Y U = MAX. MAX• MAX. SIDE 62 LIJ cj) Z DLO DOOR DLO LITE HEIGHT HEIGHT ly o N o~c A M �mLL SL VIEW G-Ga 30 61 CORNER ASSEMBLY E;�DOOR 1488 • 2 a SECT.A SL SECT. B-B � VERTICAL VERTICAL .�y� I 4 49 PRODUCT RENEWED u complylo8 with the Florida 0 MAX.'XX'WIDTH— Building:. Iet_O �b� lo Aae No ,� M Dde Pro MAX. MAX. 40 DLO XX SECT. C-C DLO'I 31 vi o LLI 35 36 34 44 HORIZ. 70;"l 6 45 5 32 MAX.'X'WIDTH 20 D) 0 O H V) LL LL Ww .a 10 O Z Z F- p cn Q W = Z • INTERIOR U W J (� LU Z a • Z � Z L Q' N O LL O MAX. a Cl N d 46 21 DLO 'X'SECT. D-D aQ o a 5 HORIZ. EXTERIOR SPACING,SAME AS 67 JAMB ANCHOR SPACING a I+—MAX.SL WIDTH MAX.SL WIDTH (SEE SHEETS 7,8 AND 9) 62 � c d st 66 ILJR! L2L.1 I II v• K s• a OLD SEE TABLES 1 AND 2 AND F�DL0''i Q_ 22 NOTES ON SHEETS 1&2 _ Z:" g z `6662 62 FOR APPLICABILITY :J,5 o 4; 0 uj SL SECT. E-E SL SECT. F-F � z c- a HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE) ITEM DWG# PGT# DESCRIPTION ITEM WG# jPGT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 0,20D 16920D SIDELITE HEADER 2 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH 61 9,21D 8921 SIDELITE 3 m mcanplYlL PRO tENEWFD aB wish the Florida ...- 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 62 916B 60301 SI ELI JAMB BuidadagCode 1 -O�JIf'o,0 4 955 7965X FLUSHBOLT STRIKEPLATE 83 1166 781POA #8 X 1.000 QUAD PN.SMS Aceopt. No 5 938 7938X 2 PT.LOCK STRIKEPLATE 84 998 7 98 HAD OAK ( TOCKINO#70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 6 .9 7999 SILL GASKETS(STOCKING 0999) Protluol 7 7832X12FPXP #8.32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 66 61641M SIDELITE JAMB ADAPTER 8. 995 70996 A K T( ETWE- THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHE T METAL SCREW 9 996 70996 GASKET BETWEEN HEAD&FRAME JAMB) ® 70 712683K SETTLING LOCK, 32"X 1/4ft X 1"W/ SA,86+/-6 DURO. N p 10 952A 6533016 FILLER EAD ADAPTER ® 71 71267K SETTING SLOCK,1/16"X i/2-'X 1"W/PSA,85+/-6 DURO, ' 11 11000 all000m OUTSWING THRESHOLD 72 a22A 64222 BEAD,7/l V' ~ 12 1670 671670 WSTP,.360 RD FOAM FILL T-SLOT SBURY#32011 -73-118 8988 BEAD,3/8" O o Q 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER ® 74 ;66713 6087 BEAD,13116"1 14 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) ® 90 8DU K14 1/4"DURASEAL IG SPACER 16 11002A 411002A ACETAL SPACER.095 ORRMST INJECTION MOLD ® 91 248 UL.B,THIN(USED IN ERMUDEDBEAD) W g 16 11003A 411003A ACETAL PACER.140(INHOUSE INJECTION MOLDED) 6 AD,INTERIOR 20 915D 60300 FRAME JAMB(OUTSWING) ® 93 1224 24 BU ,THICK(USED IN EXTRUDED BEAD),65+/-1 DURO. 21 1010 46300 .,Q-L N.190 X.375 HIGH 94 LA21NGIL NE,DOW 899 OR 9113 co WL O 2 06 66WOM RC ,N 1.000 X 2.750 X 0.850,6081-T5 95 I-1/8 A,.90 V 18"HS 0 3 1140 78X112PSATS X 1.500 H Q A T/S 98 LA S,3/ " 1-1/ 'H ,.90 PVB,3/18"HS V 4 1048 71048 JAMB SCREW COVER CAP 97 2LASS,7/1&'LAMI-VigA,.90PVB,3/lV'HS m 26 930 4172IN STRIKE PLATE IN S 1 ' I• 16"HS,:90 PVS,3116"HS' p 26 1118 710X34PFA #10 X.760 PH.FL. MS ® 9 LASS, 13116'LAM I 10-3/18"TP,1/4"AIRSPACE,1/8"HS,.90 PV8.3/18"H8 z Q --27 70rO -67676K- WEATHERSTRIP.187 X.300 H 103 OFF-THE SHELFDEAD SOLT LOCK 0o rL 30 9100 6910 DOOR PANEL,TOP&BOTTOM RAIL Lu U 31 9-1-11--8911 DO PANEL,SIDE RAI 32 1 7FRMO HINGE EXTRUSIONQ tiZ 33 1178 710605W,B #10 .626 PH.FL.SMS 604� o 34 91 60378M CLAMP � 380 a to 36 TiTo-6 DA /1 18 THREADED ROD .055�Ih�-� c N LL 3F"§W 7990NUTA 6/16-18 FLANGED HEX NUT 0_ 37 914A 80379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD 36 7834FPT #8 X.76 PH.FL.TEK 3 CHANNEL COVER 39 1997 70997K T ETWEEN PANEL HEAD/ ILL&PANEL STILES 6063-T6 40 1023 67924G WSTP.,.187 X.260 HIGH,FINSEAL 41 028 41720 SLIDE BOLTA .( ACWE PANEL ONLY) 42 1145 76X1 FPAW ig X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST LUG QNACIIVE NL) 44 98 B 6M DOR PANEL ASTRAGAL 1(OUTSWING) R 4 46 9848 8984 DOOR PANEL ASTRAGAL 2(OUTSWING) 2.750 o 46 1213 60200K WSTP.,Q-L N.190 X.200 HIGH 47 929 740BLOK LOCK SUPPORT ASSY. 41707&41708 48 1139 7634F #8 X.760 PH.FL.SMS 1.000 ' 2i3�N��2% 49 982 52P AY 2 PT.LOCK ASSY, 50 6R1S0 S RUBBER SLEEVE 680 �� d: ' w o.4=a 51 .930 41721 STRIKE PL INSERT INACTIVE PANEL) '125 =AV: 52 931 7F SPX DEADBOLT STRIKE PLATE 22 TUBE MULL _z i o;z 53 1118 1710X34PFA #10 X.760 PH FL.SMS 6063-T6 o z N N ; 54 967 70957X HANDLE TR KE PLATE 'y'•' 'tv��i ow 55 1118 710X34PFA #10 X.750 PH FL.SMS I a 1.750 -1.750- -1.750 --1.750-' PRODUCT RENEWED _ 1.620 a mmplyirW with the Florida --- - 1.480 .050 - pulldingCoda ` � � =No ' tre 250-^1 Imo- 4.726 WEATHER 4.626 4.726 4.726 37 STRIP CHANNEL 082 3.000 0506063-T5 R N p 4.000 '062 4.100 062 4.100 .062 4.675 ( cn 4.675 I 0.375 �: Q 4.100 O L �O � O 2 ,6 DOOR FRAME, 2'125 .125 W O 20 JAMB I- 6063-T6 J & DOOR PANEL DOOR PANEL W 30 TOP&BOTTOM RAIL 31 SIDE RAIL DOOR 14ANEL DOOR PANEL p 8083-T6 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE U. 6063-T5 6063-T5 32 6083-T5 06 O 1.500 1.678 a, r 3.655 3.111 '121 �-•558 -- x•525 '� •890 O B60 .750 683 050 883 •050 O p I z Q1.400 .050-�t1 060 �{ .172 ® Z Z 1 TRUSS CLAMP 3/8"GLAZING BEAD 7/16"GLAZING BEAD883 .060 O W 0 8083-T6 HEAD ADAPTER 34 6063-T5 73 6063-T6 72 8063-T6 3.000 CL C14G U) LL � 3.100 +� : 1.092 3.000{ -f IIG GLAZING BEAD 1.479 62 SL JAMB 74 6063-T5 O 6063-T6 1.272L 1.479 .830 x 4' 5.459 .075 5.212 .050' O FRAME 6 M BHEAD 6.085 .076 4.588 t r r 0 05 2.98.750 079 8 .050 .............. .I.i..a..-3._.�.N�0�zo2. .489 y u .000L 3uSLJAMB >42 Z �z IN O OUTSWING THRESHOLD O SL HEADER O SL SILL 66 ADAPTER y'•7 Z v`O� ° 11 6063-T8 60 8083-T6 61 6063-T6 6063-T6 ti1'' ••......... 'Ox y� HEAD HEAD HEAD }-- HEAD HEAD HEAD ZONE"C"" ZONE-D"--t—ZONE"D"" I ZONE"E"--I ZONE•'D"ZONE"E" --- - - PRODUCT RENEWED u complying with the 1"I'le +wing ce�e 12—D x=MINIMUM JAMB ANCHOR ° D LOCATION. Mir a eProdoct Co a ¢ ¢ (n (q a Qo Ox Z O XX O Lu Z XO OR OX 0 -=ADDITIONAL JAMB Y C14p N N N N N N QN N ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES U 3.7 ON SHEET 9. U) Lu JSIL � ® ZONE"C SIL�ZONE("D"ZONE"D" SILL A SILL U.1 ZONE"E"� �ZONESIL�"D"ZONE"E" 2 2 W LL SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 Z Q HEAD HEAD HEAD HEAD HEAD EXAMPLE cz � Q 00F-HEAD HEAD HEAD HEAD HEAD ZONE ZONE"F"--t "E" I -ZONE"D"ZONE"F""Z ENE ZONE ZONE"F"ZONE"F"" Z E"E� ANCHORAGE SOLUTION W 0 Q FOR A CONCRETE - ¢ '" OXXO INSTALLATION o w A.19"x 83 314"SIDE LITES"B"AND d N IOU L=L)"E"ZONE ANCHORS FROMw w wwZ w OXXO w TABLE 7,SHEET 9. Q 1V p <L N OXO N N .XXO OR OXX z m N m N PLUS; p B.71 3/4"x 83 3/4"XX DOOR ZONE �n "F"ANCHORS FROM TABLE 4, F SHEET 9,EACH"F"ZONE. SEE ENCIRCLED VALUES,SHEET 9 SOLUTION: _ TOTALS(4)TYPE 1 OR 2 ANCHORS o ILL ONE-}— �ZONE� �--SILL SILL SILL �ZONE_t —}— --}ZONE-�ILL EACH JAMB AND2+5+5+2=(14) SILL SILL SILL SILL SILL ZONE TYPE 1 OR 2 ANCHORS AT HEAD ZONE"F" ZONE"D" ZONE"F" ZONE"F" ZONE"F" "E" "E" A "E" "E" AND AT SILL. SEE TABLE 7.,SHT.9 SEE TABLE 7.,SHT.9 SEE TABLE 7,SHT.9 EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4"'XX'DOOR, =ANCHOR LOCATION FOR WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE NOTES: 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS = zn w o 2-ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. z N F,:�Z u'tj JAMBS(ALL):13 114"MAX.FROM CORNERS AND 231/8"MAX.O.C. 20 •. S a HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. %y�yb •..., .• ' (��i�` < LITES:HEAD&SILL OF SIDE / 3.TO DETERMINE ANCHOR QUANTIT ES FIND HE CONFIGURATION ABOVE HEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. TABLE 3.X DOORS ® TABLE 4.XX DOORS ® TABLE 6.0 SIDE LITE ® TABLE 6.XO&OX Q TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) &OXXO ® 1 1l4"ELCO TAPCONS PRODUCT RENEWED GLASS TYPES A.B,C,D,E GLASS TYPES A,B,C,0,E GLASS TYPES A,B.C,D,E GLASS TYPES A,B.C,D,E GLASS TYPES A,B.C.D.E a acemplyingwiththe Flmide �'-"p'nlog Coda ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE nte Nv l 6'LYA &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONG &SUBSTRATE 2,3,WOOD 1,2,CONIC &SUBSTRATE 2,3,WOOD 1,2,CONC g SUBSTRATE 2,3,WOOD 1,2,CONIC 2.1/4"ELCO SS4 CRETE-FLEX i !Z MASONRY ANCHORS Hit DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES "X'-25.50 -%C-47.75 W W "0"-10.75 "K'-25.50 "X'-25.60 3.#12 SCREWS(G6) Dade Product Ca 1 TO 37.50 TO 71.75 2 TO 36.75 TO 37.60 TO 37.60 (` LL 4.ENCIRCLED ANCHOR J QUANTITIES IN TABLES 4 04 LL U ugh _�W_�ug� w XX 47.76 w f�� J AND 7 PERTAIN TO THE 6 _� �_��nJ a 4 0 dN a 5� f�L� �I ��n to �j_n y_�� < m ' Lin < TO 71.7$ ID (A f t3 w ~ = m G m d m t3 d m m � d m m � {�1 m � EXAMPLE ANCHORAGE a Wr = z IJ sly < � < � = a SrcE ¢ SOLUTION ON SHEET 8. 0wIDrH x Hr. WIDTH x HT. ',� , ',� # ' wDTH x HT. o 0 0 o WIDTH x HT, ti o x x o o x x WIDTH x HT. 0 o >< o o - O L4 � 25,50 x 79.75 5 2 7 4 2 3 47.75 x 79.76 4 3 8 4 2 3 10.75 x 79.75 4 1 4 1 10.76 x 79.75'4 2 4 2 10.75 x 79.7 4 2 4 2 co O 63.76 5 2 7 4 2 3 83.76 6 4 7 4 2 3 83.7 4 1 4 1 83.76 4 2 4 2 83.7 4 Z 4 2 W O 87.76 6 2 7 4 2 3 87.76 6 4 7 4 2 9 87.7 4 1 4 1,, 87.7 4 2 4 2 87.7 4 2 4 2 p W W ~ `- 91.75 6 2 7 4 2 3 91.75 6 4 7 4 2 3 91.76 4 1 4 91.76 4 2 4 2 91.7 4 2 4 2 "I W 95.7 8 2 7 4 2 3 95.75 6 4 7 4 2 3 95.75 4 1 4 96.75 4 2 gd .11 tY 95.75 4 2 4 2 (U C) O 27.60 x 79.75 6 2 7 4 2 3 51.75x79.75 5 4 7 4 2 3 12.76 x 78.75 4 2 4 2 12.75 x79.7 4 2 t4 4 2 tQ 12.75 x 79,76 4 2 4 2 O co LL 83.75 6 2 7 412 3 83.76 6 4 7 4 2 3 63.7 4 2 4 2 83.7 4 2 -4 4 2 `i 83,75 4 2 4 2 N o6 0 87.76 5 2 7 4 2 3 87.76 5 4 7 4 2 3 87.7 4 2 4 2 87.7 4 2 m 4 2 m 87.76 4 2 4 2 m -1 cl) w O 91.76 6 2 7 4 2 6 91.76 5 4 7 4 2 3 91.7 4 2 4 2 91.7 4 2 F 72 F 91.76 4 2 4 2 1y 95.76 6 2 7 412 5 95.76 8 4 7 4 3 6 95.7 4 2 4 2 95,75 4 2 4 2 96.76 4 2 4 2 0 Z 28.60 x 79.75 6 2 8 4 2 3 66.75 x 79.75 5 4 7 4 2 3 19.00 x 79.7 4 2 4 2 19.00 x 79.7 4 3 a 4 2 LL 19.00 x 79.76 4 3 t� LL W _ 83.75 6 2 6 412 3 83.75 6 4 7 4 2 3 83.7 4 2 4 2 83.75 4 3 4 2 83.76 4 3 W 4 2 W 0 Z 87.76 6 21 8 .41 2 6 87.75 6 4 7 4 2 3 87.76 4 2 4 2 87.75 4 3 4 2 87.76 4 3 4 2 p d Q d W 91.75 8 2 8 4 2 6 91.767 4 7 4 3 6 91.76 4 2 4 2 91.75 4 3 4 4 2 ` 81.76 4 3 4 2 = Q; N LL86.75 6 2 8 4 2 6 95.75 6 4 8 4 3 5 96.76 4 2 4 2 95.75 4 3 a 4 2 95.75 4 3 4 2 p_ C :31.60 x 79.75 6 2 8 4 2 3 69.75 x 79.75 5 5 8 4 2 3 21.75 x 79.76 4 2 4 2 21.75 x 79.75 4 3 o 4 2 o 21.75 x 79.75 4 3 4 2 f 483.76 6 2 8 4 2 8 83.7 8 5 8 4 2 3 83.7 4 2 4 2 83.7 4 3 u 4 2 u� 83.75 4 3 tQ42 tQ 1:0� Q 87.76 8 2 8 4 2 b 87.75 6 5 8 4 3 6 87.7 4 2 4 2 87.7 4 3 to 4 2 w 87.76 4 3 4 4 2 -4 91.75 5 2 8 4 2 5 91.75 6 5 8 4 3 5 91.7 5 2 4 2 91.75 5 3 4 2 91.76 5 3 4 2 p y 95.75 7 2 10 4 2 6 96.75 6 5 6 4 3 5 95.7 5 2 4 2 95.75 5 3 4 2 95.76 5 3 '1 4 2 o^, n 33.50 x 78.75 6 3 8 4 3 3 63.75 x 78.75 5 5 8 4 2 9 27.75 x 79.7 5 2 4 2 27.76 x 79.7 5 3 4 2 27.75 x 79.75 5 3 4 2 83.76 8 3 8 4 3 5 83.76 8 5 8 4 3 6 83.75 5 2 4 2 83.76 6 3 Z 4 2 Z 83.76 6 3 4 2 E die 87.78 6 3 8 4 3 6 87.75 6 6 8 4 3 6 87.76 5 2 4 Z 87.7 6 3 t 4 2 87.75 6 3 2 4 2 91.75 7 9 10 4 3 5 91.75 6 5 8 4 3 5 91.7 6 2 4 2 91.75 6 3 4 3 91.75 6 3 4 3 9 y 95.75 7 3 10 4 3 6 96.76 7 8 10 4 3 5 95.76 B 2 4 2 96,75 8 3 c�O 4 3 to 96.76 8 3 4 3 9z 35.50 x 79.75 6 3 8 4 3 6 67.75 x 78.75 8 5 8 4 3 b 36.13 x 79.7 6 3 4 3 36.13 x 79.7 6 4 ►' 4 3 38.13 x 79.76 8 4 4 3 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.7 6 3 4 3 83.7 6 4 4 3 83.75 6 4 4 3 //11111111 87.75 8 3 8 4 3 5 87.75 8 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 4 3 a 87.75 7 5 1��i� 91.75 7 3 10 4 3 6 91.76 7 8 10 4 3 6 91.7 7 3 4 3 91.76 7 5 4 3 91.76 7 5 95.75 7 3 10 4 3 6 96.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 p 4 3 V 95.75 7 5 = 4 3 2 tt�;' e� d.� ', a 37.50 x 79.75 8 3 8 4 3 5 71.75 x 79.75 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 m 4 3 m 36.75 x 79.75 6 4 Q 4 3 6 r F Z 83.76 6 3 8 4 3 5 83.76 6 5 9 4 3 5 83.75 6 3 4 3 83.75 8 4 4 3 83.76 8 4 w 4 3 w _ ;Z h o:0_ 83 87.75 7 3 10 4 3 5 87.7516 5 9 4 3 5 87.75 7 3 4 3 87.7 7 5 4 3 87,76 7 5 n 4 3 rj'•W� oz �'[`q, 91.75 7 3 10 4 3 5 91.7 7 8 10 4 3 5 91.75 7 3 4 3 91.7 7 5 �j 4 3 q 81.75 7 5 4 3 ry' :' 95.7 7 3 10 4 3 6 85.75 7 6 10 4 3 5 95.75 7 3 4 3 95.7 7 5 4 3 96.75 7 5 4 3 S� •..... �0� d ��i�'�l l�11111Q 1�`��• _1 3/4' 1 3/4" 1 3/4" 1 3/4"MIN.E.D. 2X WOOD 2X WOOD 3.4 KSI MIN.CONC. �- I E q ��'-;"-'"�- MIN E.D. MIN E.D. BUCK,NOTE 2 .. . BUCK,NOTE 2. 3.4 KSI MIN,CONC. r :'" --- , 1X WOOD BUCK,NOTE 2- �.,.�y. ,:;^ ' PRODUcrReNeweD •r..<:. �,;' :.!..•.�.:.:'� _ '�:' •'t 1 318"TYPE 1 1 3/8"TYPE 1 u comPlying with the Plaridd — 1X WOOD o . ,�..•. __. ,r•..y„'�• 1 3/4”TYPE 2 Beildl code I r {�. "' ?' :a;':. ::•.. 1 3/4"TYPE 2 :'n 1 3!8" BUCK.NOTE 2 :. ,:,'• •: 1 3/8"MIN. ;ry'`'` n� MIN. -� � _�- _1/4"MAX. 1l4"MAX. SHIM --1/4"MAX. 1l4"MAX. SHIM Miw Dede Con WOOD EXT. SHIM SHIM -ANCHOR CONC, EXT. WOOD EXT. CONC. EXT. ANCHOR, ANCHOR, fV p TYPE 2 OR 3, ANCHOR NOTE 1 Y `- NOTE 1 NOTE 1 TYPE 2 OR 3, I- 1 1l4"TYPE 1 OR 2(CMU) NOTE 1 U DOOR HEAD(WOOD) DOOR HEAD(CONC) 1 a!e"TYPE 1(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) .. 1 3/8" 1 3/4"TYPE 2(CONC) 0 1/4"MAX.SHIM MIN. 1/4"MAX. 1 1/4"TYPE 1 OR 2(CMU) SHIM 1/4"MAX.SHIM 1/4"MAX.SHIM pp `r 1 3/8"TYPE 1(GONG) V1 l7 i'. 13/8"MIN. 1 3!4"TYPE 2(CONC) W .•Q 3/4"MIN.E.D. ••L+•_..,:•.•.., WOOD —L ' ::. '.• 1 3!4„ ANCHOR e';. ANCHOR, ;: +;r�.,•MIN.E.D. -•I ON CONC :;•.,;':Y;,• NOTE 1 D p .- r •r. STAGGERED ANCHOR :!�'• :<•, 1.5 KSI MIN.CMU OR U? 0 t;:>. . CENTERS, ON +•r WOOD *..:.` 3.4 KSI MIN.CONC. � TYPE STAGGERED ''� 2 OR 3, CENTERS,L : TYPE OR :.,•{•7 3/4"MIN.E.D. LU J 1 3/4"MIN.E.D. ' .:; NOTE 1 NOTE II 2 OR 3, "',{; {., Z Q 0 fq 2X WOOD EXT•, 1X WOOD BUCK, 1�5 KSI MIN.CMU OR t21XWOOD . NOTE 1 ;,� Q y�j p Z BUCK,NOTE 2 NOTE 2 3.4 KSI MIN.CONC. BUCK,NOTE 2 1X WOOD BUCK,NOTE 2 M EXT. U W p = DOORJAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) ox uJ Z WOOD ANCHOR TYPE 2 CONC.ANCHOR, Z 0) 4 r A[NE 1 NOTE 1 WOOD ANCHOR,TYPE 2 OR 3 NOTE t c N . O `- CONC.ANCHOR,NOTE 1 1X WOOD D_ O = EXT. UCK,NOTE 2 EXT. Q (V U LL EXT, EXT. NOTE 3 Z J 1/4"MAX. 1/4"MAX. 114"MAX. SHIM �� SHIM 1/4"MAX. p Q Q SHIM :':•r 1 3/8"TYPE 1® 1 3l8"MIN. i :. "MIN. :7i ;: 13/4"TYPE2 ); :. :n• 318"TYPE 1 r`x� 3.4 KSI MIN. 1'',�+,+•:' ,; :'•.T 3/4"TYPE 2 3.4 KSI MIN.CONC. CONC. ' 2X WOOD BUCK,NOTE 2 IN.E.D. 2X WOOD BUCK,NOTE 2 hF 13/4" +.1 ! og 19 DOOR SILL(WOOD) DOOR SILL(CONC) SIDE LITE SILL(WOOD) MIN.E.D. I pia SIDE LITE SILL(CONC) $ NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"TAPCONS EMBEDDED 13/8"MIN.(TYPE 1) OR 1/4"SS4 CRETE-FLEX EMBEDDED 13141-MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4", FOR WOOD INSTALLATIONS USE �� {c ......... k " #12 SCREWS,G5(TYPE 3)OR ELCO 1/4"SS4 CRETE-FLEX ANCHORS EMBEDDED 1 318"MIN.(TYPE 2). �,�.•' ('' m 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS n 7r o o > a DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE 4u o ;4 AUTHORITY HAVING JURISDICTION(AHJ). = z `$ a °:Z= :IV? 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) v o N :p= =w li MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF SUBSTRATE IS yo.' Z Ca WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ' y� �F�` a MIAMF MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidsde.eoy/vera/ Signature Door,Inc. 401 Juniata Street Altoona,PA 16602 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"IMPACT" 10'0"Glazed Inswing Wood Door-L.M.I. APPROVAL DOCUMENT: Drawing No. 1315, "10 Foot Wood Inswing Impact Doors", sheets I through 11 of 11, dated 06/24/2004, with the latest revision "Cl" dated 10/24/2011, prepared by W. W. Schaefer Engineering&Consulting,P.A., signed and sealed by Warren W. Schaefer,P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09-1014.11 and consists of this page 1,evidence pages E-1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. cm"Imm E C UNOA No. I1-1028.06 R. , �( Expiration Date: February 17,2015 Approval Date: January 12,2012 Page 1 Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Innovative Structural Design, Inc. Mare A. Jean, P.E. 2 3 2t Signature Door,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0907.03) 2. Drawing No. 1315"10 Foot Wood Inswing Impact Doors",sheets 1 through 11 of 11, dated 06/24/2004,with the latest revision"Cl" dated 10/24/2011, prepared by W. W. Schaefer Engineering & Consulting,P. A., signed and sealed by Warren W. Schaefer, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of inswing wood doors, prepared by Hurricane Test Laboratory, . LLC, Test Reports No.'s HTL-0243-0319-04 (specimen no. 4), HTL-0243-1013-03 (specimen no. 8), HTL-0243-1201-04 (specimen # 2) and HTL-02434516-04 (specimens no.'s 4 and 7); dated 10/22 to 24/2003, 03/17 to 05/26 and 12/06 to 16/2004, all signed and sealed by Vinu J.Abraham,P. E. (Submitted under NOA No. 04-0907.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by W. W. Schaefer Engineering & Consulting, P.A., dated 10/05/2009, signed and sealed by Warren W. Schaefer,P. E. (Submitted under previous NOA No. 09-1014.11) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). ' E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08--0709.04 issued to Glasslam N.G.I., Inc. for their "Safety-Plus II Laminated Glass"dated 09/11/2008, expiring on 08/07/2013. (Submitted under previous NOA No. 09-101411) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 11-1028.06 Expiration Date: February 17,2015 Approval Date: January 12,2012 E—i Signature Door,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 2. Notice of Acceptance No. 08-1118.07 issued to Oldcastle Glass Inc. for their "StormGlass Glass Interlayer",dated 03/05/2009,expiring on 12/11/2013. (Submitted under previous NOA No. 09-1014.11) F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 and FDC-2010, dated 10/24/2011, signed and sealed by Warren W. Schaefer, P.E. 2. Statement letter of no financial interest and independence, dated 10/24/2011, signed and sealed by Warren W. Schaefer,P.E. 3. Statement letter of no financial interest and conformance, dated 10/05/2009, signed and sealed by Warren W. Schaefer,P. E. (Submitted under previous NOA No. 09`1014.11) 4. Laboratory compliance letters for Test Reports No.'s HTL-0243--0319-04, HTL--0243-0516-04, HTL4243-1201-04 and HTL-0243-1013-03, issued by Hurricane Test Laboratory, LLC, dated 10/22 to 24/2003, 03/17 to 05/26 and 12/06 to 16/2004,all signed and sealed by Vinu J.Abraham, P. E. (Submitted under NOA No. 04-0907.03) 5. Proposal No. 034248 issued by Product Control, dated May 03, 2003, signed by Jaime D. Gascon,P. E. (Submitted under NOA No. 04-0907.03) G. OTHERS 1. Notice of Acceptance No. 09-1014.11, issued to Signature Door, Inc. for their Series "IMPACT 10'-0" Glazed Inswing Wood Door-L.M.I.", approved on 03/03/2010 and expiring on 02/17/2015. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 11-1028.06 Expiration Date: February 17,2015 Approval Date: January 12,2012 E-2 GENERAL NOTES: U.S. w.wsBY' 1. THESE DOOR SYSTEMS NAVE BEEN TESTED,ANALYZED&APPROVED FOR DESIGN PRESSURES NOT TO ALLOWABLE DESIGN PRESSURE ALLOWABLE DESIGN PRESSURE ALLOWABLE DESIGN PRESSURE EXCEED THOSE SHOWN IN THE'ALLOWABLE DESIGN PRESSURE TABLE(S). (DOUBLE DOORS) (SINGLE DOORS) (TRANSOM MULLION) "'° 2. OPENINGS,DUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. & ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS&SHALL NOT VARY MAXIMUM MAXIMUM DESIGN PRESSURE MAXIMUM MAXIMUM DESIGN PRESSURE MAXIMUM MAXIMUM DESIGN PRESSURE g UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL FRAME FRAME FRAME FRAME FRAME OVERALL BE BEYOND WALL FINISH OR STUCCO. WIDTH HEIGHT POSITIVE NEGATIVE WIDTH HEIGHT POSITIVE NEGATIVE WIDTH HEIGHT POSITIVE NEGATIVE 4. THE DETAILS&SPECIFICATIONS SHOWN HERON REPRESENT THE PRODUCTS TESTED&PROPOSED FOR WATER,NR,IMPACT,CYCUC&UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH THE (IN.) (IN.) (PSF) (PSF) (IN.) (IN.) (PSF) (PSF) (IN.) (IN.) (PSF) (PSF) FLORIDA BUILDING CODE PROTOCALS TAS-201,202&203 FOR LARGE MISSILE IMPACT DOORS 6. THESE DOOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF 121.75 50.0 .0 121.75 50.0 50.0 THE FLORIDA BUILDING CODE 4FBCI INCLUDING HIGH VELOCITY HURRICANE ZONES(HVHZ). 98.75 110 55.3 55.3 49.75 110 55.3 55.3 6 5 53.6 0. IMPACT SHUTTERS ARE NOP R WIRED WITH THESE DOORS. 98 .1 62.1 98 60.4 60.4 57,7 7. ALL ANCHORS SECURING DOOR FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 121.75 53.1 53,1 121.75 52.9 98.75 13$ 63.0 63.0 a DETERMINE THE POSITIVE&NEGATWE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS 93 110 58.8 1 58.8 47 11 5 .i 58.6 126 65.0 L d IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD R q 0 CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,A DIRECTIONALITY FACTOR OF Kd . .0 98 63.2 9 114 65.0 9 2 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD. 121,75 56.8 56.8 121.75 1 56.5 56.5 102 65.0 Y. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CERTIFICATION OF THIS PRODUCT. WIND $] 110 62.8 62.8 44 110 62.6 62.6 173.75 53,1 53.1 1 12 LOAD DURATION FACTOR Cd. 1.6 WAS USED FOR WOOD SCREW ANALYSIS ONLY. 98 65.0 70.5 162 56.9 56.1 i 7 & ^u 11 10.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER ' DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 121.75 61.0 61.060.7 60.7 93 150 61.5 61.5 11.All WOOD MEMBERS OF DOORS THAT MAY POSSIBLY COME INTO CONTACT WITH MASONRY OR CONCRETE 81 110 65.0 67.5 41 110 65,0 67.2 138 65.0 66. SUBSTRATES,ARE SUBJECT TO MOISTURE&OR ARE SUBJECT TO THE OUTSIDE ENVIRONMENT SMALL BE OF 9 .O 75.7 65,0 ] 3 126 65.0 73.2 AN APPROVED DURABLE SPECIES OR BE TR TED IN AN APPROVED METHOD WITH AN APPROVED PRESERVATIVE PER FBC SECTION 2326. 121.75 65.0 6 . 121.75 65.0 66.3 114 65.0 80.0 74.25 110 65.0 73.6 37.5 110 65.0 73.4 173.75 _56.8 56.8 9'9-- 65.0 80. 9 80,0 162 9 60.7 r'C-4 o 68 11 110 5.0 72.6 35 121.75 65.0 g7 w 65.0 8010 13B 65.0 75 1 78.5 1.2 POSRNE PRESSURE NOTE:THESE DOORS ARE NOT62 1 75 6 31 1 O go 126 78'3 N APPROVED FOR WATER INFILTRATION RESISTANCE UNLESS 4 .0 80.0 Qa THE UNITS ARE INSTALLED IN A NON-HABITABLE AREA 173.75 61.0 1 61.0 g WHERE THE UNIT AND THE AREA ARE DESIGNED TO 162 65.0 65.4 ACCEPT WATER INFILTRATION. OTHERWISE,THE DOORS 81 150 65.0 70.6 MUST BE INSTALLED ONLY AT LOCATIONS PROTECTED BY 138 65.0 76.7 00 A CANOPY OR OVERHANG SUCH THAT THE ANGLE ALLOWABLE DESIGN PRESSURE BETWEEN THE EDGE OF THE CANOPY OR OVERHANG TO 126 65.0 SILL IS LESS THAN 45 DEGREES. (VERTICAL MULLION) 1 173.75 65.0 66.5 AS CONTROLLED BY DOOR 74.25 162 65.0 71.3150 1 65.0 77.0 s PRESSURE TABLES 138 65.0 80.0 FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/HINGE/STRIKE/CLIP TO MINIMUM MINIMUM (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. NOTE. m PRODUCT R6VISBD FRAME SCREWS °saomplyingwNLWDItIDdda WITH MULLED UNITS ALLOWABLE , c5 MIN. 2X4 WOOD FRAME OR BUCK Bmldm'1 ' z�D,, + No. 10 SMS OR WOOD SCREW 1 1/4" 3 4 Accept°OweNo .5, PRESSURE FOR THE OVERALL UNIT ! �} (MIN. GR. 3 & Gm0.55) / " & SHALL BE THE LESSER OF THE o MIN. C-90 CMU (1) 1/4" CONCRETE SCREW 1 1/4" 2" TBr ALLOWABLE PRESSURE FOR THE MIN. 2500 PSI CONCRETE (1) 1/4" CONCRETE SCREW 1 1/2" 2" � INDIVIDUAL DOORS AND MULLION. F 1 N MIN. 2X4 WOOD FRAME OR BUCK HINGE SCREWS (MIN. GR. 3 & Gm0.55) NO. 12 SMS OR WOOD SCREW 1 1/4" 3/4" ' ; MIN. C-90 CMU (1) 1/4" CONCRETE SCREW 1 1/4" 2" `�� <GA � / i1 MIN. 2500 PSI CONCRETE (1) 1/4" CONCRETE SCREW 1 1/2" 2" .� �''•,�1�J�� STRIKE SCREWS srNCLE HALF sNGLE sINOLE sF1GLE DIMRTER HINGE REQUIREMENTS vsP �►� �,'� ROUND EYEBROW RECNNCUWt ROUNDq *' MIN. 2X4 WOOD FRAME OR BUCK MAXIMUM N HINGES REQUIRED �TTI � � * � atag (MIN. GR. 3 & G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" DOOR PANEL PANEL WIDTH 3 U a O w FRAME WIDTH 36" GREATER % ! pp �,.• MIN. C-90 CMU (1)3/16" CONCRETE SCREW 1 1/4" 2" HEIGHT & LESS THAN 36" aA11�• Z y1.4``� MIN. 2500 P51 CONCRETE MOUNTING98" t,> 4 (1) 4 16CLIP CSCREWS SCREWRETE 1 1/2" 2" ,1,1 41 11*1 4P0'`% v MIN. 2X4 WOOD FRAME OR BUCK DOUBLE HALF DOUBLE DOUBLE (MIN. GR. 3 & G=0.55) N0. 8 SMS SCREW 1 3/8" 1/2" ROUND EYEBROW RECTANGULAR 122" 4 (1) 5 7 1., MM-711 DRAWING NO [REV EC, FlE0.THEY MAY NOT BE USED FOR THE ASSEMBLY (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ITW RAMSET/REO HEAD TAPCONS OR SHAPES CONSIDERED AS (�) ONE LESS HINGE IS REQUIRED o/°R H6TADAnoN of ANr OTHER PRODUCT NOR MAY C HILTI KWIK-CON II (HARDENED STEEL OR S.S.). PART OF THIS APPROVAL WITH DOUBLE HALF ROUND & HLY�EPRRODUCT NOT PRODUCED MD/DR THHEECMAN MANUFACTURER SHEET No. SINGLE QUARTER ROUND DOORS. of aT: E.PA W.WA RAT: MTE: :-�e oe/ae/a 98 3/4" MAX. FRAME WIDTH (F.W.) 49 3/4" MAX. 3 SEE CORNER FRAME WIDTH (F.W.) SEE 6" MAX. 6" MAX. DETAILS ON 6" MAX. (TYPJ A B SHEET 10 6" MAX. (TYP.) CORNER 6 DETAILS ON SHEET I a t/2" 8 1/2" 10 I / I 21 / TYP. FRAME REINFORCEMENT PLATE SCREW OR T TOP HINGE SIDE MOUNTING CLIP / I o ALI DOOR PANELS) 3 REOUIRED WITH TDL` WHERE SHOWN. / I STRIKE STILES&RAILS ONLY SEE "FRAME 303335 I PLATE ANCHOR 14 MAX. NE I 31 34 36 SCREWS THROUGH REQUIREMENTS LOCK I STRIKE PLATE INTO TABLE" ON O.C. = I LOCK n SUBSTRATE (5 = SHEET 1 FOR (NP) �34 7/8" WHEN INTO WOOD; SCREW �— C5 / MAX. D.L.O. I = 3 WHEN INTO = = REQUIREMENTS. CONCRETE). SEE N ACTIVE I INACTIVE w FRAME ANCHOR 34 7/8" $�o I g REQUIREMENTS w MAX. D.L.O. 3 33 35 c^t I TABLE" ON SHEET 1 OPPOSITE FOR SCREW 00 LOCK ~Qa a i REQUIREMENTS. a D F ° 7 7 a (PREDRILL HOLES , 12 v 222555 o'� cI 3 a 1N JAMB) n 10 / I HANDLE J 10 J o 46 n \ HANDLE TYP. FRAME SCREW OR MOUNTING CLIP 8" M FROM CORNERS & I N ASTRAGAL CENTERLINE Io C7 AT HEAD & SILL. II / Z SEE FRAME ANCHOR ] m REQUIREMENTS TABLE" i / 4 H�ICE29 \ 36" ZOZ ON SHEET 1 FOR 36 STRIKE / T REQUIREMENTS. \ I PLATE / 6" la li 10 11/16" 10 5/8" (TYP•) 8R. 6" MAX. Q Q HINGE SCREWS INTO SUBSTRATE "FRAME (TYP.6" MAX. (NP•) 2 PER HINGE. SEE 3 SCREWS THROUGH STRIKE PLATE ANCHOR REQUIREMENTS TABLE" INTERIOR ELEVATION g INTO SUBSTRATE WITH BUMPER SILLON SHEET t FOR SCREW (3 PER STRIKE). WHEN ADA SILL SINGLE INSWING DOOR IS USED,THERE IS NO STRIKE REpUIREMENTS. PATE AND ALL ANCHORS RUN INTERIOR ELEVATION SCALE: 3/4"=t'-O"WHEN OINT LOCK � w THROUGHRA aL ONLY INTO DOUBLE 3/4'-l'-O" NSWING�"DOOR THESE SCREW SCREWS WHEN SILL SYSTEMSNTED, ADD NOTE: . AN ALTERNATE OCK MAY BE AGLE DOOR SHOWN HAS THE PS SINGLE POINT `��tVF�P�i.b��i(i��i� Z a / SUBSTRATE IS WOOD BALDWIN 6021 MORTISE LOCK IF THE DOOR FRAME SIZE IS ��P�•'• Q�. o S 37 9/16" X 97 5/16" OR LESS, NOTE: DOORS MAY BE FULLY GLAZED i 9CT < of= AS SHOWN, PARTIALLY PANELED OR PR;OI)UCTREVISM g FULLY PANELED. SEE SHEET 4 ftW"lyin`withthe Florida '��d•.�Z yy`� ; ELEVATION FOR PANELED DOORS. BWWIodo ��6y AcceplanceN -Y • SHEET N0. M11Pro uct ontro2 OF 11 DMWN W. CHECKm KPA W.W.& 98 3/4" MAX. FRAME WIDTH (f.W.) STRIKE SCREWS 98 3/4" MAX. FRAME WIDTH (F.W.) 1'76 OVUM PER RECTANGULAR _ DOOR SHEET 2TION A 6" MAX. 6" MAX. a III DIRECT SET WINDOW (SEE DRAWING Iil NO. 1065 UNDER SEPERATE E` III III 3 FRAME SCREWS AT TOP APPROVAL FOR DETAILS SIDE OF MULLION & 2 AT I NO. 10 SMS SCREWS PER BOTTOM SIDE AS SHOWN III WINDOW APPROVAL (LENGTH AS III (TYP. EA. END). SEE 'FRAME II REQ'D FOR 1 3/8" PENETRATION ANCHOR REQUIREMENTS \ IIIINTO WOOD MULLION OR FULL III TABLE" ON SHEET 1 FOR LISCREW REQUIREMENTS. I STRIKE MULLION 8 ION PENETRATION INTO BAR MULLION) TYP. FRAME SCREW— �OR MOUN / PW @ — Gl G2 3' ((YY 3 WITHIN 6" OF CLIP II \ € =a4l il 3SPRING LINE & MAX. 16' O.C. _ 3. SEE "FRAME 3` ANCHOR SPRING LINE I _ I REQUIREMENTS o I 5 NO. 10 SCREWS �I TABLE" ON SHEET 1 = o II THROUGH STRIKE / FOR SCREW I C 1" S2 PLATE INTO MULLION. DOOR HEAD JAMB w I $o _ (PREDRILL HOLES IN 23 REQUIREMENTS. 34 7/8- JAMB). pC N JAMB). SCREWS I �\ ANCHORS PER DOOR c a I ELEVATION ON SHEET MAX. D.L.O. OPPOSITE a Z SHALL HAVE FULL I PLATE I 5 1 (LENGTH OF E z o PENETRATION INTO II ANCHOR AS REQ'D BAR MULLION & MIN. a T 1 3/8' INTO WOODPENETRATION INTO �� i \ FOR 1 3/8" o II \ WOOD MULLION OR M ACTIVE INACTIVE/ of - FULL PENETRATION CD / I \ INTO BAR MULLION) I W ACTIVE Ij INACTIVE HINGE SCREWS INTO SUBSTRATE (2 PER HINGE). 34 7/B" I SEE "FRAME \ I 36" / 4 MAX. D.L.O. I ANCHOR I I REQUIREMENTS I PLATE 16 II TABLE" ON SHEET II / z� "�+ REQUIREMENTS. /A I I \ I / \ I / SILL AND STRIKE PLATE ANCHORS INTERIOR ELEVATION ;g \ I 3s/ 4 // PER SHEET ELEVATION ON DOUBLE HALF ROUND DOOR I vuiE PRODSCALE: 3/4"=1'-0"UCTREVISSD SEE DOUBLE DOOR ELEVATION ON SHEET 2 FOR DETAIL NOT SHOWN W II Y complying with tho Fla" a .agft AColo I ccoptmaeNoi it I BY Dodo con SILL AND STRIKE NOTE: DOORS MAY BE FULLY INTERIOR ELEVATION PLATE ANCHORS _w s,a o DOUBLE DOOR WITH TRANSOM PER ELEVATION ON GLAZED AS SHOWN,. PARTIALLY ' o�` X01 oz SHEET 2 PANELED OR FULLY PANELED. SCALE: SHEET SEE SHEET 5 ELEVATION FOR %y��' Z rgy``� SEE DOUBLE DOOR ELEVATION ON SHEET 2 FOR DETAIL NOT SHOWN PANELED DOORS. i��ddbM *p`10� �`` 3NMF 0.11 ft CHMXFb MAX. FRAME WIDTH (F.W.) KRIL ww6 BY. 43 9/16" WITH SMALL STILES; nor, +-+e °+a 49 9/16" WITH WIDE STILES 98 3/4" MAX. FRAME WIDTH (F.W.) 49 9/16" MAX. FRAME WIDTH (F.W.) 6" MAX. (TYP.) 2. 2" 6' 6" 2'-= 2' 6" MAX. (TYP.) I Tr A ��-f_� B C 6" MAX. (TYP.) II /FRAME SCREWS / I !C TYP. FRAME WITHIN 6" OF JAMB & STRIKE I SCREW OR ENDS & MAX. 14" ANCHORS PERI 3 MOUNTING CLIP ¢ O.C. (REF. RECTANGULAR STRIKE WHERE SHOWN. 14" MAX. SECTIONS) DOOR ELEVATION I PLATE SEE "FRAME O.C. ON SHEET 2 II ANCHOR 14" MAX. I REQUIREMENTS (NP.) I O.C. TABLE" ON SHEET (TYP.) T I 1 FOR SCREW J T / I \ REQUIREMENTS. 1-too 0 34 7/8" II N Ld Max. D.L.O. ACTIVE ; INACTIVE s a �411OPPOSITE °f H O BJ2 X E J1 O H 00 MAX. $ 34 7/8" II 2 2 LONG SCREWS \ MAX. D.L.O. ItE PER HINGE INTO M TYP. FRAME SCREW OPS MULLION (REF. OR MOUNTING CLIP t t SECTIONS) — c� WHERE SHOWN. SEE I ' "FRAME ANCHOR REQUIREMENTS \ IIii TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. \ 36"/TE / MODUCI•REVISCD e, as oomplying with the Florida 1 II // Building Code a 3� Eptenoe No /��6 O8 Z 6" MAX. (TYP.) 8 9 a a 8 9 a �---�6" MAX. (TYP.) 3$n MULL M LLION 11111 I f f/ 3 INTERIOR ELEVATION SILL AND STRIKE M7: ULTIPLE OPERABLE4FIXED UNIT `\��.. ........... =1 -0' j�/�� PLATE ANCHORS SCALE: 3/4" PER ELEVATION ON Z� ' 'Q'.,�j1 SHEET 2 (FOR ANY DETAIL NOT SHOWN, SEE ELEVATION ON SHEET 2) 6 =V r c J% N hQM OXXO DOOR SHOWN. ALL OTHER 4-PANEL CONFIGURATIONS REINFORCEMENT PLATE FASTENED TO Q OF SINGLE DOUBLE DOORS & SIDELIGHTS ALSO APPLY. 4 a $ / WOOD MULLION WITH 2 NO. 10 X 2" 3 Vi O �N 010z: SMS EACH END OR TO STEEL BAR i Z�� Z NOTE: DOORS MAY BE FULLY MULLION WITH 2 NO. 10 X 1" SMS �• .GLAZE PANELDEDAORSFOULLY PANELED. (REQUIRED ONSCREWS �LYDED INTO BAR WITH OPERABLENDO ''`��/HI1 pv,:L5,%` SEE SHEET 5 ELEVATION FOR OPERABLE MULLED CONDITION. NOT REQUIRED WITH SIDELIGHT 1315C PANELED DOORS. CONDITION.) SHEET No. 4 11 owa�N er: Nr. MAX. FRAME WIDTH (F.W.) KN.s M.Ns 43 9/16" WITH SMALL STILES; •e °"os� a 49 9/16" WITH WIDE STILES SEE CORNER 6(TYP.) MAX. DETAILS ON ( SHEET 10 6 6(TYMPA). PANEL SIZE NOT PANEL SIZE NOT TO EXCEED THOSE PANEL SIZE NOT TO EXCEED THOSE TO EXCEED THOSE SHOWN IN OTHER SHOWN IN OTHER SHOWN IN OTHER ELEVATIONS. ELEVATIONS. ELEVATIONS. TYP. FRAME SCREW OR MOUNTING CLIP WHERE SHOWN. SEE "FRAME ANCHOR 14" MAX. REQUIREMENTS O.C. SEE CORNER MIN. 4" TABLE" ON SHEET 1 (TYP,) SEE CORN DETAILS ON l MID RAILS FOR SCREW K SHEaET�70N SHEET 7 ` 8 REQUIREMENTS. N p T MIN. 4.5" / �to = 0 34 7/8" MID RAILS °N w MAX. D.L.O. g a a, v OPPOSITE Q zo ° H H MIN. 4" X ` g MID RAILS 1 o o n SEE CORNER I DETAILS ON SHEET 7 Z L 12 � � m INTERIOR ELEVATION SOLID INTERIOR ELEVATION SOLID INTERIOR ELEVATION IL RAISED PANEL WITH RAISED PANEL WITH SOLID RAISED PANEL WITH o STANDARD MID RAILS CORNERED MID RAILS ARCHED/SHAPED MID RAILS - SCALE: 3/4"=1'-D" SCALE: 3/4"=1'-0" SCALE: 3/4"-1'-0" � �6" MAX. 1) TOP & MID RAILS MAY BE OF ANY CONFIGURATION PROVIDING THE SMALLEST CROSS SECTION OF RAILS ; (NP•) IS EQUAL TO OR LARGER THAN THAT DETAILED IN DRAWINGS. i4l 2) MULTIPLE MID RAIL (BOTH HORIZONTAL & VERTICAL) MAY BE USED WITH THESE PANELS. `11t11l11jJ INTERIOR ELEVATION 3) PARTIAL PANEL CONDITION IS SHOWN ABOVE. FULL PANEL DOORS AND OTHER PANEL CONFIGURATIONS �%%� *�3�j SINGLE FIXEDl PANEL 4) PANELARE LONLYSO �STSHOWN FOROF THIS RINSTALLATION INTO AND ARE IFRAME, SEEIN SOTHERIOELEVATIONS.N TO THAT SHOWN ABOVE. �t��G�N,,..... 01Q� $ d O Z� O� I'kODUCTRBV[SED $ 2 y Z Uwith mNPloriaeAMptlucallo Zo �6�� i 13 5 SHEEP NO. 5 Of 11 FRAME SCREW SUBSTRATE BY OTHERS FRAME SCREW SUBSTRATE BY OTHERS FRAME SCREW SUBSTRATE BY OTHERSOHICKt.of PER ELEVATION PER "FRAME ANCHOR PER ELEVATION PER "FRAME ANCHOR PER ELEVATION PER "FRAME ANCHOR ��& MTE. •'':_ REQUIREMENTS TABLE" REQUIREMENTS TABLE" EQUIREMENTS TABLE" R 1/4" MAX. 1/4" MAX. 1/4" MAX. AW SHIM AT STRIKE SCREWS SHIM AT SHIM AT EACH PER ELEVATION EACH EACH ANCHOR � ANCHOR � ANCHOR 3 1B 421 1B 212 1A DOW 995 OR R HNGEIRDE AT SEE SHEET 8 BOSS GS1 TONLY THOSE FOR "OPTIONAL 49 SEALANT DOOR PANELS USING WDIRECT MOUNT" A 2B SnUES&RAILS INSTALLATION A B 48 A 2B DETAILS. SEE GLAZING SEE GLAZING SEE GLAZING DETAILS ON �/ \ DETAILS ON �/ DETAILS ON �/ o SHEET 9 SHEET 9 SHEET 9 a N z �E EXTERIOR w EXTERIOR \ / w EXTERIOR \ // w ` 48 DOW 995 OR BOSS GSI a SILICONE 40 21 2 24 SEALANT PRODUCPR VISQD g STRIKE SCREWS uwmplying ilhlhe Plodde r}II�t11 PER ELEVATION DOW 995 OR sunaingcua 3 g 19 BOSS GS1 Accepw�w SILICONE p/� 19 SEALANT 3 4 19 CO" `````�P�f'41�I��Tq�/ a U q� Ig05 bS� SUBSTRATE BY SUBSTRATE BY SUBSTRATE BY p OTHERS PER OTHERS PER OTHERS PER 3; 0� "FRAME ANCHOR "FRAME ANCHOR FRAME ANCHOR FRAME SCREW %y tREQUI � Z TABLE" SECTION SECTION A PERMELEVATON TABE SCREWLE" SECTION g PER ELEVATION TABLE"IREMENTS SECTION PER ELEVATION E SCREW �i��ydti ...... ' SCALE: 1/2 FULL 6 SCALE: 1/2 FULL 6 1 41 SCALE: 1/2 FULL 6 O(THERNDEfAILSUONESHEETE8HFOR ADA THRESHO DOLD CONDITION WOPTION.)SEE FOR DETAIL NOT SHOWN, SEE BECTON "A". SHEET NO. 6 OF 11 1/4" MAX. SHIM FRAME WIDTH (F.W.) srs' rrD ft AT EACH ANCHOR 3134 36 28 29 38 44 )//7313436 53 —\ HINGE SCREW PER ELEVATION SUBSTRATE BY,; OTHERS PER FRAME ANCHOR \ / REQUIREMENTS ".. 42 2A B '- EXTERIOR 2A 28 4 TABLE" SEE GLAZING EXTERIOR SEE GLAZING 1 B DETAILS ON SEE SHEET 8 FOR DETAILS ON SECTION SHEET 9 "OPTIONAL DIRECT MOUNT" SHEET a SCALE: 1/2 FULL 7 INSTALLATION DETAILS. SECTION E SCALE: 1/2 FULL 7 FRAME WIDTH (F.W.) 1/4" MAX. SHIM TRANSOM WINDOW AT EACH ANCHOR E%TERIOR IN I 1 I (REF. OTHER \ 38 54 I�� APPROVAL) I I J TRANSOM WINDOW W o / �I EXTERIOR IY ( on 1 _ __ MULLION 0 ,I ,��1 REF. OTHER 3 33 35 I COVER FRAME ANCHOR �IfJ i APPROVAL) ¢`i DOW 995 OR (OPTIONAL) (SEE ELEVATION)r __ BOSS GS1 - -� I ULLION z FRAME SILICONE 1/4" y I °COVER p t EPER LEVATIONSEALANT - +11 (OPTIONAL) g g�ao MULLION t` B EXTERIOR 4 COVER.. (OPTIONAL) 8 DOW 995 OR 1B • �� 18 BOSSOGS NE 1 1 3/4- /SEE SEE GLAZING FRAME ANCHOR r3 kj z DETAILS ON ,. SUBSTRATE BY (SEE ELEVATION F OTHERS PER ) SECTION Gi SEALANT SHEET 9 SECTION ^ SCALE: 1/2 FULL 7 "FRAME ANCHOR SCALE: 1/2 FULL 7 Z m NOTE: SHOWN WITH MULTI-POINT LOCK HARDWARE. SINGLE POINT REQUIREMENTS FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS MULLION Q MORTISE LOCK ALSO MAY BE USED AT SINGLE DOORS PER SHEET 2. TABLE" COVER 18 3SX � (OPTIONAL) 1/4" MAX. SHIM MULLION COVER 8 .� AT EACH ANCHOR FRAME WIDTH (F.W.) -- (OPTIONAL) 47 SECTION G2 a 26 4 4 1A O 2B / \ SCALE: 1/2 FULL 7 p 49 \ FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS S -jK if FRAME SCREW 1 ~; ELEVATION ' 49 1PER // 3tl ��1111111/// EXTERIOR IB `` _�P f ....,,A!, i c \ � B 4 48 EXTERIOR =V j�ftr `g p ids; F N g `SEE GLAZING N0. 70 X 2" SCREW SEE GLAZING * a 0 Z DET SUBSTRATE BYAILS ON PER ELEVATION DETAILS ON iy �j pp � OTHERS PER 1A SHEET 9 SHEET 9 pRODUCfRHV13HD �i2� �'•Z yy;� U o3 DOW 995 OR BOSS GS1 SILICONE as d� O "FRAME ANCHOR MULLION COVER i Q REQUITABLE EMENTS SECTION H SEALANT (INTERIOR do EXTERIOR) (OPTIONAL) A=cc�uNc, '.. /y ,'/ 41 1►P+A�`,` SCALE: 1 2 FULL 7 DOW 995 OR BOSS GS1 SECTION J1 010/ SILICONE SEALANTSCALE: 1/2 FULL 7 I;yFOR DETAIL NOT SHOWN, SEE OTHER SECTIONS Mi7 oe RJS M.MS MULLION COVERSEE GLAZING FRAME SCREW PER (OPTIONAL) nor. � � 9 26 4A 46 O 46 2A 28 DETAILS ON ELEVATIONS & "FRAME 3 SHEET 9 ANCHOR REQUIREMENTS TABLE" /SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" 4. / e t CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK DOW ILL OR BOSS iB EXTERIOR TO BE MIN. 3 1 2 DEEP (NOT 1A 1B GSI SILICONE / � 4 SEALANT (INTERIOR 1A REQUIRED WHEN SHIM SPACE IS & EXTERIOR) NO. 1 PER ELEVATION WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). EXTERIOR DOW 995 OR BOSS MULLION COVER OPTIONAL DIRECT MOUNT DETAIL GS1 SILICONE SEALANT _SECTION d2 (OPTIONAL) TO SUBSTRATE WITH SPACER �f FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS m o SCALE: 1/2 FULL 8 FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (HEAD SECTION SHOWN, SIDES AND SILL SIMILAR) �e N SUBSTRATE BY OTHERS g o. PER "FRAME ANCHOR NO. 8 X 1 1/2" � A REQUIREMENTS TABLE" SMS (2 PER CUP; 1 \ 4 EACH SIDE OF BUCK) g SEE GLAZING—V DETAILS ON INSTALLATION CLIP 25 SHEET 9 ; PER ELEVATIONS — 1/4" MAX, 3 3B v 4 AL �E N0. 8 X 3/4"S2 SMS 1A 16 EXTERIOR 52 = CLIP)(3 PER EXTERIOR SEE GLAZING \ SILL ANCHOR 40 20 ERR DETAILS ON �/ (SEE ELEVATION) OPTIONAL CLIP MOUNT DETAIL E� R SHEET 9 FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (HEAD SECTION SHOWN, SIDES AND SILL SIMILAR) r� SUBSTRATE 3 Al BY OTHERS `111111111/�� / �F�P ........ d EXTERIOR �� .' z P�• ,. ••di U r OPTIONAL ADA THRESHOLD DETAIL a * � g SECTIONFOR K — W a 31 z sW DETAIL NOT SHOWN, SEE OTHER SECTIONS V� � a SCALE: 1/2 FULL 8 �; O 4 t7`y v MODUC7RMSED �i Z Z ucom lylwith are Florida 8 Q(p ��i�6�''.......... Ac41 cepiwwa;I � LOTS ,,��41 1 L)TjON1elk y SHEET NO. Mind p a o um Control 8 or 11 D N ONECNEO B/: N.PA W.W.A PLOT: 1.4 M/2B/p 1 1/4- 7/16- LAMINATED GLASS L�7/16" LAMINATED GLASS 3 (SEE OPTIONS BELOW) I 1/4" TEMPERED GLASS 14 I (SEE OPTIONS BELOW) 'I 5/8" CONTINUOUS 7/16" LAMINATED GLASS 1 1/16- 5/8" 995 SWIGGLE SEAL BY (SEE OPTIONS BELOW) EXTERIOR TRUSEAL 7/8" SILICONE 3/16" TEMPERED GLASS MIN. BITE DOW 995 SILICONE 7/8" "2 1/2" MIN. BITE 3/8" CONTINUOUS SWIGGLE MIN. BITE 14 EXTERIOR SEAL BY TRUSEAL DOW 995 EXTERIOR 3 4 51 13 STRUCTURAL 1/2" MIN. BRE DOW 995 15 SILICONE 51 �. 12 51 1t �JAZING DETAIL "2 STRUCTURAL 2A 3A 4 SA SCALE: 1/2 FULL SILICONE GLAZING DETAIL "1" GLASS OPTION: 1) 7/18" THICK GLASSLAM SAFETY PLUS B 3B 4B 5B GLAZING DETAIL "3" SCALE: 1/2 FULL II LAMINATED GLASS (3/16" AN10,1O" SCALE: 1/2 FULL GLASS OPTION: 1) 7/16" THICK GLASSLAM SAFETY PLUS II POLYURETHANE POLYMER/3/16 AN) GLASS OPTION: 1) 7/16" THICK GLASSLAM SAFETY PLUS II LAMINATED OUTER GLASS (3 16" AN/0.10" 2) 7/16" THICK OLDCASTLE LAMINATED OUTER GLASS (3 16" AN/0.10" POLYURETHANE POLYMER/3/16" AN); 3/16" STORMGLASS LAMINATED GLASS (3/16" POLYURETHANE POLYMER/3/16'AN); 3/16" C a TEMPERED SINGLE PANE INNER GLASS AN/0.075" STORMGLASS/3/16" AN) TEMPERED SINGLE PANE INNER GLASS ujo 2) 7/16" THICK OLDCASTLE STORMGLASS LAMINATED 2) 7/16" THICK OLDCASTLE STORMGLASS LAMINATED �' c^v OUTER GLASS (3/16" AN/0.075" STORMGLASS/3/16" OUTER GLASS (3/16" AN/0.075' STORMGLASS/3/16" a a AN); 3/16" TEMPERED SINGLE PANE INNER GLASS AN); 3/16" TEMPERED SINGLE PANE INNER GLASS �? a_ 1 3/16" 0 WOOD 1 3/16" ® WOOD 1 11/16" ®MDF 1 11/16" ®MDF 7/16" LAMINATED GLASS 3/8" ® WOOD (SEE OPTIONS BELOW) 5/8" 0 MDF 3/8" ® WOOD 5/8" ® MDF 2GLAZING CONE 7/16" 7 16' MDF OR WOOD PANELS / RIOR51 LAMINATED TOGETHER WITH DOW 995 SILICONE EXTERIOR MDF PANELS LAMINATED _ 7/16" OSB & DOW 995 TOGETHER WITH 7/16"E 12 SILICONE DOW 995 SILICONE OSB & DOW 995 SILICONE/ 51 7 8" MIN. BITE 51" " 1/2" MIN. BITE 12 0 € y1 SCALE: 1/2 FULL Si 13 GLASS OPTION: 1) 7/16" THICK GLASSLAM SAFETY PLUS 13 8 38 4 SB II LAMINATED GLASS (3/16" AN/0.1O" GLAZING DETAIL "5" 2A 3 4 GLAZING DETAIL "6" ;$n POLYURETHANE POLYMER/3/16 AN) SCALE: 1/2 FULL 2) 7/16" THICK OLDCASTLE SCALE: 1/2 FULL STORMCLASS LAMINATED GLASS (3/16" f1111�T//// a AN/0.075" STORMGLASS/3/16" AN) g PRODUCT REVISED �7i ,Vi p a aoimplying wish aha Irlorida ��•!,�� Z •f co HuiWing Codo i� "'.. � AccopmneeN", t 8�J Q� �i 66 41 .e'o�e,,`� Pro ucc control 9 or 11 4.562 4.562 •A c W.W.S. DOW 995 OR BOSS I in 10ATE,ae/w GSi SILICONE SEALANT 1.249 1.249 3 SCREWS 0.750 I 0.750 --I 3NO. 10X2" f'^ 1 941 1.941 '� 3 NO. 10 X z"— 1A FIXED PANEL JAMB 1g OPERABLE DOOR JAMB SCREWS I.� �.I Dow 995 OR STANDARD SILL CORNER DETAIL 2'167 I �-0.562 �-2.187---i �--0.662 BOSS GSi NOT TO SCALE SEALANT HEAD CORNER DETAIL NOT TO SCALE Y OW 995 OR BOSS GSI 3 NO. 10 SILICONE SEALANT 5.500 X 2" SMS 3 NO. 10 6.119 a X 2" SMS 5.500 DOW 995 OR BOSS GS1 ADA SILL CORNER DETAIL N SILICONE 3/4" NOT TO SCALE 9.057 8.438 SEALANT 8.438 a�o C== 5 a C==] 3/4" EYEBROW HEAD CORNER DETAIL 8 NOT To SCALE 2 1/2" 4" 2A TOP RAIL/WIDE g� 4" 3/a T-- -_ MID RAIL mu �- 2.187--� MID RAIL 5/8" DIA. X 3 5/8" r--2.500--1 26 RAI TOP WOOD DOWEL (TYP.) /WIDE —[7/6" z PIt01)UCT RIiV15IID C=_ 2.187 as ammWllying th tiro Flotide m 2 1/2" Acaptanea No -- / f► BOTTOM RAIL ilding cuo —2,187--I Gzi TOP RAIL lix , � 8 6" GLUED 1 B • 0.563 3 TDL BOTTOM RAIL �a ,i SHIPLAP 2 1/2" Dada uct Control i r 7/g° 4A I-- 2.187--+ 0.619 �5 1" scREws J_ C==� 4 1/2" $ INTO 1 1/4" 24 MID RAIL PART OF JAMB L �i C-- �•---2.500 3 4.000 MIN. 4.000 MIN. �f,llllllf/ 3� • (4.500" MIN. IF (4.500" MIN. IF NO. 6 X 5/8" 4 1/2• C__ A CORNERED A CORNERED ,.•••••••••. SMS INTO 3/4" MID RAIL 2 1/2" 2,187 MID RAIL) MID RAIL) ��! •• ••••�' o PART OF JAMB C__ BOTTOM o z t/2" RAIL 0.562 ROUNDTOP HEAD CORNER DETAIL C==� -� z3vi o \O sa -RiST TO�t 1., 3.119 �-I-% Z yy PANEL CORNER DETAILS 46 TDL FIXED 5A STANDARQ 0.816 � byd ,.*p ��. NOT TO SCALE LCTII F MID � 2.187 41111#111110 ALL DOWEL AND WOOD TO WOOD CONTACT SURFACES ARE SMALL — FULLY GLUED WITH WOOD ADHESIVE BY KORLOCK Cl 5B IQL MID RAIL 10 42-300A OR TITEBOND 11 BY WEATHERPROOF. Na. of 11 ITEM ITEM DESCRIPTION MANUFACTURER/NOTES er. cncacto a. 2.000 � -4.500 0.775 naaMs PARTS 4.000��0.250 rrarMceryNa 1A FIXED PANEL JAMB +WOOD LAMINATED WITH CURVED JAMB 18 OPERABLE DOOR JAMB +WOOD LAMINATED WITH CURVED JAMB 2A TOP RAIL IDE STILE LAMINATED RED OAK CORE PINE VENEER T 1.760 O 2B TDL TOP RAI IDE STILE LAMINATED RED OAK CORE PINE VENEER ®MULLION BAR D 421 3A BOTTOM RAIL LAMINATED RED OAK CORE PINE VENEER (FULL LENGTH OF JAMBS) 38 TOIL BOTTOM RAIL LAMINATED RED OAK CORE PINE VENEER 11 GLASS 4A FIXED SMALL STILE LAMINATED RED OAK CORE PINE VENEER 0.693-14.153 OWOOD MULLION SOP 48 TOL FIXED SMALL STILE LAMINATED RED OAK CORE PINE VENEER 0.055 SA STANDARD MID RAIL LAMINATED REO OAK CORE PINE VENEER 5B TOL MID RAIL LAMINATED RED OAK CORE (PINE VENEER) OR 2.631 2 278 F�! 8 0.118 3-PIECE EASTERN PINE CORE (PINE VENEER) 0.515 7 ASTRAGAL +WOOD B MULUON BAR A36 STEEL �--4.500 ^� . -- - � 9 WOOD MULLION LVL OR LAMINATED RED OAK CORE PINE VENEER I I 5HR n GLASS STOP + WOOD F'-4 0.870 19 INSWING & OUTSWING 20 ADA THRESHOLD 12 GLAZING BEAD + WOOD BUMPER THRESHOLDOASTRAQAL 13 GLAZING BEAD +WOOD 10.000 14 GLAZING BEAD +WOOD / Com) . 0.965 0.375 15 GLAZING BEAD W000 01 8" 19 INSWING &OUTSWING BUMPER THRESHOLD IMPERIAL 50CW L 20 ADA THRESHOLD HAGAR 401-5 0.501 0.500 0.619 a 21 ACTIVE PANEL& HINGE STILE REINF. STAINLESS STEEL 1.400 TT �,a 22 INACTIVE PANEL REINFORCEMENT STAINLESS STEEL w o 23 HEAD STRIKE PLATE STAINLESS STEEL T 0.400 1.250 2,437 3.375 2.437 1--0.500 N 24 SILL STRIKE PLATE STAINLESS STEEL 0.437 �-- a< I 25 MOUNTING CLIP MIN. 33 KSI GALVANIZED STEEL GLAZING �--0.586 (DAME PANEL & HINGE STILE REINFORCEMENT s a v 26 JAMB REINF.PLATE .044"X 4.00"X 16.00" MIN. 33 KSI GALVANIZED STEEL 12 GLAZI G 13 GLAZING BEAD THICKNESS = 1/8" � �' HARDWARE it K 27 4.5"X 4.5"BALL BEARINGHINGE BALDWIN 1046.003 BRASS 11.000 0° 26 4.5"X 4.5"BALL BEARING HINGE PENROD MH4.5BBTPSQ-SOBS STEEL 0.750 0.656 01/8" (TYP•) !y- 29 4.5"X 4.5"BALL BEARING HINGE PENROD MH4.58BTPSQ-SQSB BRASS 1.214 - 30 5-POINT ACTIVE PANEL LOCK SYS, HOPPE HLS9000 ROUNDBOLT SHOOTBOLT 0.500 IL i 31 2-POINT INACTIVE PANEL LOCK SYS. HOPPE HLS9000 SHOOTBOLT 1.000 ❑ 32 3-POINT ACTIVE PANEL LOCK SYS. HOPPE HLS9000 ROUNOBOLT f _ 33 5-POINT ACTIVE PANEL LOCK SYS. 3-POINT AT SINGLE DOOR GU RHINO 1.400 0.656 34 2-POINT INACTIVE PANEL LOCK SYS. GU EUROPA 0.530 0.375-- 3.500 4.187 2.438 I---0.500 355-POINT ACTIVE PANEL LOCK SYS. 3-POINT AT SINGLE DOOR KFV 7370-5. BOLT 22 INACTIVE PANEL-REINFORCEMENT JB 2-POINT INACTIVE PANEL LOCK SYS. KFV 7000 0.820 37 HANDLE AS REQ'D TO FR LOCK SYSTEM 14 GLAZING BEAD PRODUCT REVISED .�THICKNESS = 1/8" nx complying with Tho Florida _ m 38 LOCK STRIKE PLATE AS SUPPLIED WITH LOCK SYSTEM SEALS AND SEALANTS Buitdit Carlo 8.000 x 40 DOOR SWEEP IMPERIAL FBS30B FBS388 0.715 AccePtancoNo444111 11 42 WEATHER SEAL HINDUSTRFS JF65814 Expk„1 a 2.563 1.938 01/4- 0. C n MISC. FASTENERS T- p �O 0'938 (nP•) p c 43 N0. 10 X 2"SMS 2 PER HINGE LEAF INTO PANEL W BRASS HINGES 1.349 Pro act Co Ifol 44 NO. 10 X 3 4'SMS 2 PER HINGE LEAF INTO JAMB&PANEL ® ® 1.125 t3j 0.406 0.625 JJ Z 45 NO. 12 X 2"SMS 2 PER HINGE LEAF INTO PANEL W STEEL HINGES ® 0.250 46 NO. 12 X 2"SMS 2 PER HINGE LEAF INTO WOOD MULLION �-0.319 47 NO. 12 X 3"SMS 2 PER HINGE LEAF INTO STEEL MULLION SIDELIGHT 0.313 0.375 46 NO. 10 X 2"SMS 4 PER DOOR REINFORCEMENT PLATE 15 GLAZING BEAD 1.250 2.250 2.250 1.250 49 NO. 10 X 2"SMS 6"FROM CORNERS& 18"MAX O.C. 0.500 W 50 NO. 10 X 2 1/2"SMS 6"FROM CORNERS& MIO SPAN ON SILL 0.250 23HEAD STRIKE PLATE) `� * /� a 51 1 3 16" BRAD NAIL 1"FROM CORNERS&6"O.C. 0.641 2.374 0.641 THICKNESS = 1/8" ��.P•, Oil��i z 52 3 4'STAPLE 3/4"FROM CORNERS & 6"O.C. STAGGERED T `a%Q. •"'•N�� ri •53 N0. 10 X 2 1 2"SMS }"FROM ENDS& 22"O.C. THRU ASTRAGALI 0.375 6.500 � M•••• 54 NO. 6 X 3/4'SCREW 2 PER STRIKE PLATE 1.281 0.813 NOTE: * 0 WOOD USED IN TESTING WAS EASTERN WHITE PINE WITH A SPECIFIC GRAVITY .437 OF G = 0.36 AND A MODULUS OF ELASTICITY OF E = 1,200,000 PSI. OTHER �- 0.469 1.625 ED ® ® ® ® 2 5J C WOOD SPECIES APPLICABLE FOR USE WITH THIS PRODUCT ARE THOSE WITH A 2.287 43/16" ��3b "Z • y ; OREGRIC GRAVITY OF 0.36 AND MODULUS OF EATER. ALL WOOD S MINIMUM GRADE 2 MULLED BYTICRY OSIGNATUREO DOOR 0 PSI 4.593--� (nP) � M�•*pF��,`��, INC. TO SELECT. 24 SJLL STRIKE PLATE 251�0UNTING CLIP //IrITI\\\\ THICKNESS 3 32" SHEET N0. _ / THICKNESS = 0.044" M IAM I•DADE MIAMI-DADE COUNTY r Min PRODUCT CONTROL SECTION 11805 SSV 26 Street,Room 208 DEPARTII'IENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.mlamtdade.eov/economy Nu-Vue Industries,Inc. 1055 East 29rd Street Hialeah,FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series AB,NVSTA,NVHTA,NVTHJ,IKE,NVTT and NVHC-37 Steel Wood Connectors APPROVAL DOCUMENT:Drawing No.NU-1,titled"Truss and Top Plate Anchors",sheets 1 through 4 of 4,dated 02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0130.32 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.13-0206.17 MIAMI-DADE COUNTY Expiration Date: May 22,2018 ' t yst ' Approval Date: May 2,2013 .'� ? Page 1 Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Innovative Structural Design, Inc. Mare A. Jean, P.E. i. 2-3 2c_� Nu-Vue Industrles,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-1,titled"Truss and Top Plate Anchors",sheets 1 through 4 of 4,dated 02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E. B. TESTS "Submitted under NOA#08-0325.02" Test reports on wood connectors per ASTM D1761-88 by Product Testing,Inc.,signed and sealed by C. R.Caudel,P.E. Resort No. Wood Connector Load Direction Date 1. 05-5195A AB-5 Fl and F2 06/03/05 2. 05-5196A AB-7 Fl and F2 06/11/05 3. 04-4995 NVTHJ-26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31/05 5. 05-5612 IKE-1 Upward,LI and L2 03/20/06 6. 06-5622 IKE-2 Upward,LI and L2 05/01/06 7. 04-4908 NVTT Upward and L1 07/21/04 8. 03-4631 NVTT Upward and Ll 06/21/04 9. 08-6711 NVHC-37 Upward,Ll and L2 03/14/08 C. CALCULATIONS "Submitted under NOA #08-0325.02" 1. Shear value of common wire nails and steel plate tensile calculations,prepared by Vipin N.Tolat,P.E.,Consulting Engineer,dated 03/20/2008,signed and sealed by Vipin N.Tolat,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest,dated 01/31/2013,signed and sealed by Vipin N.Tolat,P.E. "Submitted under NOA#08-032102" 2. Code conformance letters for all of the tests listed on Section B,issued by Product Testing, Inc.,signed and seated by C.R.Caudel,P.E. { 5,'v Carlos M.Utrera,P.E. Product Control Examiner NOA No. 13-0206.17 Expiration Date: May 22,2018 Approval Date: May 2,2013 E-1 18 Gauge Angle Clips, OENBRALNOTES: 1.Steel shall conform to ASTM A653,structural grade 33(Min.yield 33 ksi)and a minimum ` galvanized coating of 0 60 per ASTM A525. wz wt ave wt I Pl 2.Allowable loads are based on National Desing specifications(NDS)for wood construction, YYY 2005 Edition, aM{ Fac 2ot0 ° • ° 3.Design loads are for Southern Pine species with a specific gravity of 0.55.Allowable loads for • other species shall be adjusted accordingly. L L 4.Common wire nail values are based on NDS table I IP,Crt=0.55 and have been reduced for ° Penetration Depth factor P/i OD. • ° o F2 5.Allowable loads for wind uplift have already been increased by a duration factor of 60%for anchor nail. Load values shown are without 33%steel stress increase. 6.Allowable loads for more than a single connection cannot be added together. A design load AB-7 AB-5 Typical Installation which is divided into components in the direction given must be evaluated as follows: Actual Uy]jft �al�, Allowable Uplift+�ow�Te + owe a L2<=1.0 7.Allowable loads are based on ly2'thick wood members unless otherwise noted. 8.All tie beams and grouted concrete masonry shall comply with chapter 21 of FBC.Concrete for tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi.Concrete Product Dimensions(inches) Fastener Schedule Alowable Loads Ohs) masonry shall comply with ASTM C90. Code WI W2 L Header Joist F1 F2 9,All tests have been conducted in accordance with ASTM D-1761. AB5 5 3-10dxlW 3-10dxlt/2 511 595 AB7 7 4-10dxli2:' 4.10dxlt/2' 582 794 Plt4ouCraetIDvran is eemp4*wM do Pterida Notes: Nail wider angle leg to Joist and Shorter leg to Header. e MPIN N. TOLAT, PE (CIVIL) FL. REG. #12847 Nu-Vue Industries,Ino. 15123 LANTERN CREEK LANE1053-1059 Beat 29 Street HOUSTON, TX 77068 Hialeah,Florida 33013 (305)694-0397 Fax:(305)694-0398 ok TRUSS AND TOP PLATE ANCHORS 3 M N: Sheet: Date: Revisions: Feb 18, NU-1 1 of4 2,008 .w.25, 2012 Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces. Holden Double Strap Riveted Truss Anchor..They are designed of 14 gauge steel The strap is made of 14 gauge steel and the seats of 20 gauge steel. plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. r UPLIFT UPLIFT L/ L2A x Twn N.N r.Pi+�i x to tra,nN ,illrt button cbahw M. l• T—PION r..=�,�•.d N tro ,WIA I. a- bottoa chW& S .r' Lj L !�w ,l• 0 y�W Z a] AssemblyDimension Total No. Total No.of Total No. Total No.of Assembly Dimension Allowable Loads b Product H of Fasteners Fasteners in Allowable Loads(!ba) Prot H of Fasteners Fasteners in a) Code ( ) in Strap 20 dA.Seat U L6 6l L2 Code (inches) two Straps 20 GA.Seat e U s 6 s lOd x l%" 10d x 131" P 10d x 134" 10d x I%" Up UPlift' L2 NVSTA12 12 5 6 1046 700 1049 NVHTA12 12 10 6 1506 1766 1050 1450 6 6 1141 760 1144 12 6 1695 1987 1181 1631 NVSTAI6 16 7 6 1236 823 1239 NVHTAI6 16 14 6 1883 2208 1312 1812 NVSTA20 20 8 6 1331 887 1335 NVHTA20 20 16 6 2071 2429 1444 1994 9 6 1426 950 1430 18 6 2239 2649 1575 2175 NVSTA22 22 NVHTA22 22 Notes: NVS TAy} 24 NVHTA24 24 1. Nails aro nooessary in straps and seat to whiove,dosing loads. 2. See note 6,sheet 1 for combined loading. 3.Nails through chorda shall not force the truss plates. 4.-For general notes,see sheet 1. 5. For higher uplift loads,concrete shall be 3000 psi. 6. Based on min.2500 psi concrete. WIN N. TOLAT, PE (CIVIL) �T `] FL. REG. # 12847 1\u— V uQ �a raouUCTIME SWIM 15123 LANTERN CREEK LANE 1053-1059 Hast 29 Street fWilkdw�a HOUSTON, TX 77068 Hialeah,Florida 33013 Aobcplse>ce Nle ? (305)694-0397 nx� Fax:(305)694-0398 ey TRUSS AND TOP PLATE ANCHORS O : Sheet: Date: Revisions: 3l t3 Feb 18, NU-1 2 of 4 2,008 12 Gauge NVTHJ Truss Hip&Jack Hanger 20G Stud Plate Ties ° ° • UPLIFT o L2 H 0 p/ e Left e e Right a •° 4— ° IKE4 L Lt • a— \Q b— (ISOMETRIC) 06' �� e • r yp 01(61--:L�I •�• •�• •o ' Typ. •1 Jack H ziz L H Header 2-2X \ " rJ-7iy' 1-2x •• e• TYPICAL IKE1 � • •I� INSTALATION IKE-11 IKE-2 NVTHJ-26 as shown NVTHJ-28 similar U,S.Patent No.4,984,283 Allowable Loads(lbs)S.Pine Nail Schedule Dimensions(inches) Fasteners Allowable Loads(lbs) Product Product t Ups Na�ilsa Header Nail 10d Jack Nail 10d Code W H L Stud Plate Uplift Ll L2 Loads e a F b total c d total NVTHJ26 1478 16 4 3 7 2 3 5 IKE I % 5 3Y2 6-10d 4-10d 787 337 337 NVTHJ28 1931 20 S 4 9 2 3 5 IKE 2 1Y26% 3% 6-10d 7-10d 932 451 318 Nota: For 1-2x members lodxlY2"nails can be.used UPLIFT VIPIN N. TOLA1', Pr (CIVIL) paooucr abr�weD 1 � FL. REG. # 12847 Num V`, uQ uwustries,Inc. IF✓'I ]053-1059 Psst 29 Street ® r• Ybt•vin�awNa 15123 LANTERN CREEK LANE Hialeah,Florida 33013 Pdlday0e4 HOUSTON, TX 77068 • F (305)694-0397 n ••® NVTHJ-28 as shown A` `epR',p�g Fax:(305)694.0398 00 ••v NVTHJ-26 similar T p _ Nmy TRUSS A1ID TOP PLATE ANCHORS F ; • � `�31 113 WO s: Sheet: Date: Revision z F eb 18, NU-1 3 ON 2,008 18 Gauge NVTT Sanibel Truss Strap 18 Gauge NVHC 37 5WAY Grip Clip(520) Dimensions(laches) Fasteners Schedule Allowable Loads(lbs) EZVW-2 Hollow Concrete Nail Schedule Allowable Design Loads(lbs) W B H L Truss Top Plates Masonry Uplift L1 Product Code Description Header Joist Uplift Ll L2 1X6 1% 14 13 2-10dxl%- 6-10d ----- 968 543 or Plate or Stud 16-8d of 12-8d or 1%6 1% 14 13 2-1�1�4" --- Tap S�" 1584 465 NVHC 37 5WayClip 16-10d 12-10d 702 560 637 Tapco� 1. 1-10dx132"nail is placed on each side of the Truss and 3-10dnails in each leg are placed in two top plates. 2. 3J/4"dia.x 1Y"long,ly"embedment tapcons are placed in each leg and into the hollow concrete masonry. Maintain 23$"edge distance from top of the block and spacing of 3" between the tapcons. 1 r/ti UPLIFT UPLIFT ..1 L2 L2 2" /AL1 Iv 9�► }UPLIFT 4" Nail hole Nailhole wtw tacr ata►swttn is wavi0ift wi%do ft" 9/ Nallhole �o,eppsee,NO 3 < W 13Y� L1 l�I+roMUiw3i�� 8 �a awnnl VIPIN N, TOLAT, PE (CIVIL) `, FL. RESP. # 12841 Nu— ♦ ue ]ndust i.,ino. 1053-1059 East 29 Street B 15123 LANTERN CREtK LANE HOUSTON,''TX'77068 Hialeah,Florida 33013 �----L=1 NM-1 A"Shown (305)694-0397 N=-2 Shallarexceptconarotemmowywlth Fax:(305)694-0398 tNvrr1and a tapoonanchmahaateadofWood Plain end mtta. U� TRUSS AND TOP PLATE ANCHORS DWO set: -Date: I Revisions: L 3t13 NU-1 4 of 4 F 2,008 MIAMI-L1ADE MIAMI-DADE COUNTY,FLORIDA Me1121 METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/buildingcode Nu-Vue Industries,Inc. 1055 E.29 Street Hialeah,Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series NVSNP,NV/NVTH,NVHC,NVSTA and NVHTA Steel Wood Connectors. APPROVAL DOCUMENT:Drawing No.NU-5,titled"Skewed Nail Plate,NV358&NV458 with Double NVTH Straps,NVTH/NVTHS Anchors&NVHC Hurricane Clips and NVSTA&NVHTA Heavy Duty Anchors with Seat",sheets 1 through 4 of 4,dated 04/15/04,with last revision dated 07/05/09,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. I RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA#04-0510.03 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.09-0721.05 Expiration Date:December 23,2014 MIAMWADE COUNT r Approval Date:September 30,2009 C 1 Page 1 /�/ 7 Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Innovative Structural Design, Inc. Mare A. Jean, P.E. Nu-Vue Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-5,titled"Skewed Nail Plate,NV358 &NV458 with Double NVTH Straps,NVTH/NVTHS Anchors &NVHC Hurricane Clips and NVSTA&NVHTA Heavy Duty Anchors with Seat", sheets 1 through 4 of 4, dated 04/15/04, with last revision dated 07/05/09,prepared by Nu-Vue Industries, Inc.,signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA #04-0510.03" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel,P.E. Report No. Wood Connector Direction Date 1. PT#03-4482 NVSNP3 Downward 09/15/03 2. PT#03-4625 NVHCL/R Up& Sideways 01/21/04 3. PT#04-4641 NVSTA-24H Up&Sideways 03/17/04 4. PT#04-4698 NVTH24 Up&Sideways 04/15/04 5. PT#03-4590 NVTH26/NV458 Sideways 12/31/03 6. PT#04-4642 NVHTA-24H Up&Sideways 03/22/04 7. PT#03-4543 NVTH2O/NV358 Up&Sideways 12/19/03 C. CALCULATIONS 1. Report of Design Capacities,dated 06/30/09,sheets 1 through 12 of 12,prepared, signed and sealed by Vipin N. Tolat,P.E. "Submitted under NOA #04-0510.03" 2. Report of Design Capacities dated 04/27/04, sheet 1 through 12,prepared, signed and sealed by Vipin N.Tolat,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). Carlos M.Utrera,P.E. Product Control Examiner NOA No.09-0721.05 Expiration Date:December 23,2014 Approval Date:September 30,2009 E-1 Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Statement letter of code conformance,no financial interest and no change of product, dated 07/08/09, issued, signed and sealed by Vipin N. Tolat,P.E. G. OTHER 1. Notice of Acceptance No. 04-0510.03,issued to Nu-Vue Industries, Inc., approved on 12/23/04 and expiring on 12/23/09. Carlo M.Utrera,P.E. Product Control Examiner NOA No.09-0721.05 Expiration Date:December 23,2014 Approval Date:September 30,2009 E-2 General Notes: 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 19(; iY." 'i� lie" _I 33 ksi) and a minimum galvanized coating of G 60 per ASTM A525. / 2. Allowable loads are based on Latest Editions of National Desing specifications (NDS) for wood construction and Florida Building Code • '" �e (FBC). 0 0 0 • • �3(°' 3V 3. Design loads are for Southern Pine species with a specific gravity • ' ° ° of 0.55. Allowable loads for other species shall be adjusted X T" • • ° " ° ° �' accordingly. 3W • • X912" 4. Common wire nail values are based on NDS and have been • I t Supporting Tuss reduced for Penetration Depth factor. • 'ifs 13;' 1)y" 4ie op chord bottom yr 5. Allowable loads for wind uplift have been increased by a duration factor of 1.6 for anchors into wood only. Load values shown are, Hole pattern Is Holes No dia. �' without 33% steel stress increase. mirror Image of the oppelte side Supported Truss Top ec bottom 6. Allowable loads for more than a single connection cannot be chord added together. A design load which is divided into components in the direction given must be evaluated as follows: eo'max Actuall� 1) ftActual Ll Actual L2- NVSNP3 Allowable Uplift + owAu aale Li + Allowable Lz TABLE 1 Installation 7, Allowable loads are based on %" thick wood members unless SKEWED NAIL PLATE otherwise noted. Product Steel Fastener Allowable Loads (lbs) Code Gouge Schedule 8. All tic beams and grouted concrete masonry shall comply with Each End Gra-Ally uplift FBC. Concrete for tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi. Concrete masonry shall NVSNP3 16 (6) ed X 1X* 594 594 comply with ASTM C90. For Uplift, use two NVSNP3, one at top chord and 9. All tests have been conducted in accordance with ASd1A'ils;av7W one at bottom chord of the supporting and supported 9eiuiwoo& Trusses In compliance with section 2321.7 of the FBC. VIPIN N. TOLAT, PE (CIM) AnwNnaeN. ,� FL. REG. # 12847 Aaplo 16123 LANTERN CREEK LANE HOUSTON, TX 77088 Notes: 7�� j T 1. Use 6 nail holes in each flange. 1V u— V u a industries, Ino. 1063-1069 East 29 Street 2. Do not bend nail plate more than once. Hialeah, Florida 33013 Phone: (305) 694-0397 3. Supporting member shall be in the acute angle side with other flange behind the �I$Io9 Fez: (306) 694-os96 end of supported member (see sketch.) SKEWED NAIL PLATE NEDWG #: Sheet: Date: Revisions: I of 4 aPne ie, July 6, 2009 TABLE 2: NV358 — 14G Double NVTH Straps with 2 ply 18G seat TABLE 3: NV458 — 14G Double NVTH Strops with 3 ply 18G seat Assembly 14G Strap Dimension Total No. Total No. Assembly p Total No. Total No. Product Product H of Fasteners of Fasteners Allowable Loads (Ibs) Produc1Pr Strop Dimension Product Product H of Fasteners of Fasteners Allowable Loads (lbs) Code Code (inches) In 2 Straps in Seat Code Code (inches) in 2 Straps in Seat 10d x 3" 10d x 3" Uplift L1 L2 10d x 3" 10d x 3" Uplift Lt L2 NV358-12 NVTH16 12 8 8 2245 1961 1839 NV458-12 NVTH16 12 8 8 2245 2783 2078 NV358-14 NVTH18 14 10 8 2525 2206 2068 NV458-14 NVTH18 14 10 8 2525 3131 2338 i NV358-16 NVTH2O 16 12 8 2806 2452 2298 NV458-16 NVTH2O 16 12 8 2806 3479 2597 NV358-20 NVTH24 20 14 8 3086 2697 2528 NV458-20 NVTH24 20 14 8 3086 3827 2857 NV358-22 NVTH26 22 16 8 3367 2942 2758 NV458-22 NVTH26 22 i6 8 3367 4175 3117 NV358-24 NVTH28 24 NV458-24 NVTH28 24 i NV358-26 NVTH30 26 NV458-26 NVTH30 26 �•— -8 NV358-32 NVTH36 32 NV458-32 NVTH36 32 r--Q--I •� NV358-44 NV1}148 44 K NV458-44 NVTH48 44 Holes Dia.i(e" {- -•�• '}- Notes: o o Holes Dia. 1. Minimum embedment Into concrete 4". 3`NV358 � • 2. Nolle are necesory In straps and seat to achieve design loads. 3. See Note 6(Sheet 1) for combined load. ,x 4V NV458 4. Nalle through chords shall not force the truss plate on the opposite side. Holes Dia. i" • ham% �• 18G Seat Detail 06.1 1K` UPLIFT NV358 and NV458 pRoOO.T R6vl9w } 31f`NV358 ��sis dlml� $%`NV458 V1P1N N. TOLAT, PE (CIM) MuprssIN& '07 .a FL. REG. # 12847 4 Silo Visw 15123 LANTERN CREEK LANE 2 Wy—t N� HOUSTON, TX 77088 J P'y seat NV458 Truss plots required t7o.r1 to transfer load toZ*v H e bottom chord ..K. N u—V u e Industries, Inc. O�• 1053-1059 East 29 Street o Reinforcements "E CP' Hialeah, Florida 33013 SO 0.203`%t' 4`MN. Required Phone:(305) 694-0397 Pin 1 4Ck. co.M.W. ILI Fox: (305)694-0398 �- " Concrete Tie eTie am loBoom med with NV358 k NV458 WITH DOUBLE NVTH STRAPS �1K -o Concrete filled Masonry. DWG #: Sheet: Date: Revision$: NU-5 2 of 4 APIM 15. $oat July 5, 2009 .u'Y`^ Perpendicular TABLE 4 to w Truss plate required to wall to transfer to rd to bottom chord Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS L2 Reinforcements H Product o. o Fasteners Maximum Allowable Load (lbs) �. Required Length Gauge Gauge in Strap Code seat strap U lift L1 L2 .lot 0,20r.I• H (in) 10d x 1.5" P 14 H 1 12 NVTH-16 NVTHS 212 8 14 5 1032 560 525 6 1222 671 630 MIN. 4' Parallel L1 14 NVTH-18 NVTHS 214 18 14 MIN. 4" EMB. to Troll 7 1275 783 735 EMB. Concrete Tie Boom NVTHS 1)¢• NVTH 1)4• or Tie Boom formed 16 NVTH-20 NVTHS 216 18 14 with concrete flied 8 1329 783 735 masonry TABLE 5 18 NVTH-22 NVTHS 218 18 14 9 1383 783 735 HURRICANE CLIPS 10 1437 783 735 Product Description Gauge Fasteners 10d x 1)¢" Allowable Loads lbs 20 NVTH-24 NVTHS 220 18 14 11 1490 783 735 Code P Header Jotet Uplift L1 12 NVHCR HURRICANE CUP — RIGHT 18 6 1 6 1 523 253 333 22 NVTH-26 NVTHS 222 18 14 12 1544 783 735 NVHCL HURRICANE CUP — LEFT 18 6 1 6 525 253 333 1 TCP Cnora For Uplift, use two clips, one on each 24 NVTH-28 NVTHS 224 18 14 13 598 783 735 side to comply with section 2321.7 of the FBC jNVHCL4 26 NVTH-30 NVTHS 226 18 14 I32 NVTH-36 NVTHS 232MUM 44 44 NVTH-48 NVTHS 244 18 14 x a dwrd UPLIFT 11y" 2-2=Plates 2W a Cross—Section on°o.Pd 11y" 0 • • Truss plate required Holes Dia. �' I)i• '.0 • to transfer load to VIPIN N. TOLAT, PE (CIVIL) 0 eottem bottom chord FL. REG. � 12847 hole dia-0.176" Chem 16129 LANTERN CREEK LANE NVTH, NVTHS HOUSTON, TX 77068 �� 2-2�Plates NVHCR N u—V u e Industries, Inc. s -- — L1 (� (//" 1053-1059 29 Street: Hialeah, Floridal33013 iPROpUCTULVIS iD c q Phone: (305) 694-0997 SCALE: aR '"M B=Yi%with soPlai a o.J Fax: (906) 694-099a �1` AeaM�oe 1 16 NVTH / NVTHS ANCHORS h NVHC HURWCANE CLIPS p\fit •� DAG /: Sheet: Date: Revfalone: y4.--I;�•--.� NU-5 s or 4 AP.L ta, tow July 5, 2009 TABLE 6 TABLE 7 NVSTA—Heavy Duty Anchors with 14G NVTH Straps and 1 ply 20G seat NVHTA—Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 20G seat Assembly 14G Strap Dimension Total No. Total No. ofAssembly p Total No. Total No. of Allowable Loads (lbs) of Fasteners Fasteners in Allowable Loads (lbs) Produc1Pr Strop Dimension Product Product H Product Product H of Fasteners Fasteners in Code Code (Inches) in Strop 20 GA. Seat e e e Code Code (inches) in two Straps 20 GA. Seat Uplift a Uplift s L1 a L2 a 10d x 1X2" 10d x 1X2' uplttt a L2 10d x 1X2' 10d x 1X2' p P NVSTA-12H NVTH16 12 5 6 1308 700 1049 NVHTA-12H NVTH16 12 10 6 1772 2076 1050 1450 6 6 1426 760 1144 12 a 1994 2338 1181 1631 NVSTA-14H NVTH18 14 NVHTA-1411 NVTH18 14 7 6 1545 823 1239 1 14 6 2215 2598 1312 1812 NYSTA-16H NVTH2O 16 8 6 1664 887 1335 NVHTA-161-1 NVTH2O 16 16 6 2437 2858 1444 1994 NVSTA-20H NVTH24 20 9 6 1783 950 1430 NVHTA-20H NVTH24 40 18 6 2658 3117 1575 2175 Ye• NVSTA-22H NVTH26 22 Ki •^� NVHTA-22H NVTH26 22 t o 0 —(,I Notes: NVSTA-24H NVTH28 24 'T NVHTA-24H NVTM28 24 1. Nails ore necessary In strops and seat to achieve, desing loads. o y�. 0 1 2. See note 6, sheet 1 for combined loading. 3. Nails through chords shall not force the trues plates. NVSTA-26H NVTH30 26 }' 1S' NVHTA-26H NYTH30 yg 4. For general notes, see sheet 1. N Sc 5. For higher uplift loads, concrete shall be 3000 psi. 6. Based on min. 2500 psi concrete. NVSTA-32H NVTH36 32 NVHTA-32H NVTH36 32 Hass 0lo.f(' NVSTA-44H NVTH48 44 NVHTA-44H NVTH48 44 9' PRODUCTREVISM lY4" 000M0yis6Wi*ft ail "r swiftcoft 1t NVSTA NVHTA H 12H throght 44H H 12H throght 44H NssstOeaeel 4.Min. • ° 1 VIPIN N. TOLAT, PE (CIVIL) Slde VSeConcrete e 4'Min. FL. REG. # 1284720 CA. Seat Pin YJ. ; Embedment. Concrete 15123 LANTERN CREEK LANE Sot 0.2o3"X P Embedment. HOUSTON, TX 77086 140 NVTH 1 „ Pin db. `�- UPLIFT 1X2 UPLIFT 1 L✓ N U—V U e Industrie., Inc. 1065-1069 East 29 Street —Truss plate required to transfer ._Truss plate required to transfer Hialeah, Florida 33013 UP to bottom chord. uplift to bottom chord. q Phone: (305) 696-0397 I C, Fax (306) 894-0398 Reinforced Concrete Reinforced Concrete v Q +— tie beam Min, 205 +— tie beam Min. 2/5 NV3TA k NVHTA HEAVY DUTY ANCHORS IME SEAT Top k bottom Top e:bottom Ll DWG Sheet: Date: Revteion.: L1 NU-5 4 of 4 APsn 15,2004 July 6, 2009 4 a 1 MM® MIAMI-DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315---2599 NOTICE OF ACCEPTANCE (NOA) www.minmldadt,& v1 ra/ PGT Industries 1070 Technology Drive Nokomis,FI 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PW 701"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4259-4 titled "Aluminum Picture Window, Impact', sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller,P. E.,bearing the-Miami--Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami--Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this.NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0504.05 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.11-1110.15 AMI l Expiration Date: February 19,2014pprova Al Date: February 02,2012 I ZS �Z Page 1 Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Innovative Structural Design, Inc. Mare A. Jean, P.E. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.0X) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL-3850,dated 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC-2007,prepared by manufacture,signed and sealed by Anthony L. Miller,P. E. (Submitted under previous NOA No. 10-0504 05) 2. Glazing complies with ASTM E130042/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex-Clear or colored Interlayer"dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11-0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P.E. 1 Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller,P.E. 94a.. - Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 E-1 t i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller,P. E. (Submitted under previous NOA No. -10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller,P. E. (Submitted under previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller,P. E. (Submitted under previous NOA No. 10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, issued by Fenestration Testing Laboratory, Inc.,dated 07/31/03, signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10-0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window-L.M.I."approved on 09/22/10 and expiring on 02/19/14. �f Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 E-2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE) 44-1/4" VISIBLE LGHT B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED VISIBLE LIGHT TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR5" MAX. WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. 6" 12-7/B" fir— O.C. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. MAX. g MAX. O.C. 2" MAX. 0 NOA DRAWING TABLE OF CONTENTS C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, GENERAL NOTES........................1 REFERENCING NOTES FROM SHEETS 6 & 7. C C ELEVATIONS, FLANGED...............1 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED A A ELEVATIONS, INTEGRAL FIN.......1 ON TESTED PRESSURE AND ASTM E1300-02, 3-SECOND GUST. I GLAZING DETAILS.......................2 POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND _ — DESIGN PRESSURES, FLANGED.2 ASTM E1300-02, 3-SECOND GUST. 98 1/4" ) DESIGN PRESSURES, FINNED....2 FIN TO 1 INSTALLATION, INTEGRAL FIN.....3 3. ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN FIN I CORNER ASSY, INTEGRAL FIN.,3 ANGED. USED IN THE DESIGN ASSY, FLANGE............OF THIS PRODUCT. MATERIALS, INCLUDING 92-1/4" 5" INSTALLATION, . FLANGE............4D4 BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT VISIBLE MAX. ......... WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE L LIGHT O.C. 93-1/4" INSTALLATION, MISC.................. 5 REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD - - VISIBLE ANCHORAGE...............................8,7 DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. I \\ 96 \\ LIGHT EXTRUSION PROFILES................8 12-7/8" FLANGE 96" PARTS LIST................................8 4. SHUTTER REQUIREMENT: NONE REQUIRED MAX. TO FLANGE 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850, NOA: 07-0425.01 (ULTRACON), 03-0225.05 (CRETE-FLEX), ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION, ADM-2005 T ALUMINUM DESIGN MANUAL. 6' _I! 48" FLANGE I D 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY MAX. TO BFLANGE 2" MAX. 48" -_ w I 4" INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). IN TO FIN WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 50 1/ Ll 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYP, FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, WOOD BUCKS, BY TESTED UNIT) (TESTED UNIT) OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED, ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURE WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. OTHERS, PRODOCTRBVIM 1 WIDTH�H aB�raWYiugwidldraPledlY 1--WIDTH—*11,.�WIDTH--_,T � Building Cada � 4 WIDTHID 19 I A xepteneo No 9 —moi WIDTH H- yl WIDTH H- _ i Miamt ode ro Ire " Fes—WIDTH—�17 I—WIDTH—.I Fes-WIDTH---I f+WIDTH —I F--WIDTH-►{ ~ ToT N V 1,YNN W L3 T 7 T .......,, w ` � � W `'k� No.58705 LL_ J - j= J.J. f0 18 11 D 2010 FB UPDATE 'p'' STA OF .�� J.R. .3 1 10 C INFORMATION FOR LARGER WINDOWS. 1 N�VENICE.OFOL J4275 ELEVATIONS AND NOTES '•. F(OR10?: F.K. +`+ 07 a crroRA E E . ' ASTM E - P.O. BOX ,sz9 ALUMINUM PICTURE WINDOW,IMPACT ��'ccs`S1pNA� am a.r. swh: . om,m ae. F.K. 7H4iD9 sc nota: NOKOMIS, FL J4274 P1K701 NTS' '� d 8 c 4259.4 �J /v/EnL 518705�.E. Maximum Design 7/le lanll 3/16A•.090 PVe•3/1616 7/18^UMI CUSS NOMINAL Fin and 090^DUPONT BUTACITE OR Flanged Pressure(+/-psfl 7/16L-11013/16TMP-7A6NR-3/16A•.09OPYS-3/1616 3/16'ANNEALED OR HEAT R FLEX R PSA E MAX M Windows "A"or"B"Dimension STRENGTHENED GLASS 16^HEAT 24 30 1 36 42 54 60 1 67,676 ]/RENO7HENED GLASS 38 80.0 80.0 80.0 80.0 60.0 60.0 80.0 60.0 12 DIM- ALLY 48 80.0 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 DIMENSIONS MAY BE ORIENTED VERTICOR 60 80.0 60.0 80.0 80.0 80.0 71.1 71.1 64.0 10 17 R 21 HORIZONTALLY AS SHOWN. 87.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 79.3 71,1 64.0NOM. �- "B" DIM. ----- "8" DIM. \ EXTERIOR 11/16' 78.8 80.0 80.0 80.0 80.0 76.0 70.0 64.0 GLASS WE - 7 T 84 80,0 80,0 80.0 74.3 68.3 83.6 "A" zc 86.3 80.0 80.0 80.0 79.6 67.4 82.5 13 2 DIM, b 96 80.0 80.0 77.2 84.7 58.2 9 14 OR 15 IL 109.7 80.0 80.0 72.3 58.3 120 80.0 60.0 70.4 7/16" LAMI GLAZING DETAIL 128 60.0 Sao 70.0 FLANGED OR INTEGRAL FIN FRAME 145 60.o So.o (FLANGE FRAME SHOWN) Fin and Maximum Design I 7/16Lwmj 3/SeT13•,090PVe-3/16HS Pressure +I- a7/ULan11011/16TMP•7/feNY6 R•8/1a11-.09OP .3/1et6 Flanged ( P n 1-1/1e"LAMI cuss NonRNAL Windows A"or"B Dimension(n) 7/16"UMI GLASS NOMINAL 090"DUPONT BUTApTE OR 24 30 36 42 48 54 60 67.876 AIR PACE SAFLEX KEEPSAFE MAIGMUM 7/18 36 80.0 80.0 60.0 60.0 60.0 60.0 60.0 80.0 3/16"ANNEALED ORS14EAT P 13 INTERLAYER STRENGTHENED GLASS ,�6•HEAT 48 80.0 80.0 80.0 60.0 80.0 60.0 80.0 60,0 3/18"TEMPERED cuss- ,ENOiHENEO CLASS 60 80.0 60,0 80,0 80.0 80,0 71.1 71.1 64.0 67.876 80.0 80.0 80.0 60.0 60.0 71.1 84.0 62.1 12 72 60.0 80.0 80.0 80.0 80.0 71.1 64.0 18 LNt 22 78.8 80.0 60.0 60.0 80.0 80.0 71.1 64.0 11 84 80.0 80.0 80.0 80.0 60.0 71.1 E1QEffiOB 11/16"NOM. 85.3 80.0 80.0 80.0 80.0 80.0 71.1 GLASS DRE b 98 80.0 80.0 80.0 80.0 80.0 1 109.7 80.0 80.0 80.0 80.0 PAOMWIlil 13 80.0 80.0 y 0011eiy11s with dw FWde 120 80.0Tcw 14 R 16 A aft 126 80.0 80.0 60.0 146 8D.0 80.0 1-1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME M Product Comm 11111}} NOTES; (INTEGRAL FIN FRAME SHOWN) LYNN /�l7j7��i 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT'. '� .•'•�1GENgF '•,� 2. FOR SIZES NOT SHOWN, ROUND V.E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. ; * N0.58705 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B-) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). _ a N J.J. 10/18/11 Den••CHANCED HS CAP TO TMP FOR JO' RULE 6i'" O"' %�� STT F :••/(/`` 1070 TECHNOLOGY I)TE OWING DETAILS - 'C FL ORIOP'.•'• ��` 4/4/070 BSL•NOC IN ORMA FOR CHANGE THIS SHEET H N• P.00. BOX15297ALUMINUM PICTURE WINDOW,IMPACT n ac els: NOKOMIS, FL 34274 S " I"" d�' "E G�"`'a ° Avr A. C411�1IAIIIer�1 P.E. F.K. 7/14W PW-067 WT8 2 e1 8 4258^4 D P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK1/4" MAX. SHIM 1/4" MAX. SHIM {.,.. 2X WOOD BUCK OR FRAMING OR FRAMING I SEE ANCHOR GUIDELINES, 1 19 INTERIOR SHL 6 13 1 r .375" MIN, 2X WOOD BUCK OR FMF y EDGE DISTANCE .131" (1/8") X 2-1/ —L NAIL, WITHIN 2" 0 CORNERS AND 5" O. X 2�1/231.(iNAIL) IN 1EMBEDMENT .375" MIN. WITHIN 2" OF O O @ CORNERS AND 11 18 ole 22 17 are 21 10 11 EDGE DISTANCE 5" O.C. MAX. VISIBLE LIGHT OPENING 13 MAX. WINDOW HEIGHT HORIZONTAL SECTION C—C MAX. 00 18 22 WINDOW HEIGHT 17 21 MAX. VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR % (SHOWN) ES, 10 1/4' MAX. SHIM EXTERIOR 1 3/ EXTERIOR EMBE MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS 2X WOOD BUCK OR FRAMING OR CORNER KEYS AT SCREW BOSSES PRODUCT RCVISED OVERTICAL SECTION D—D 7 as waiplyin8 with tho Plotida Building Codo 90o CORNER ASSEMBLY ANGLED CORNER ASSEMBLY Acccm=No "1110. D � NOTES ileaPoom Peciod cmtmn 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET B. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, 111 LYNN`1, \ r ! i \CENSE '•F�P `* N0.58705IKAZ *' J,J. 10/18/11 0 NO CHANCE THIS SHEET 5�0 ,!•<(/ ..n. 1070 TECHNOLOGY DRIVE INSTALLATION FINNED FRAME '• FCORIOP,.' \� J.R. 3/31/10 C WON ER IN N. VENICE, FL 34275 *nM: CCSS -TiYP,O. BOX ,sze ALUMINUM PICTURE WINDOW IMPACT nwn Dot.: U: NOKOMIS, FL 34274 e'er �•� �^�•' ^"` o'aa^ro a«: A. LyhhlMihhr, P.E. F.K. 7h4/09 vW.70t NTS 3 a 8 4259.4 D P.E.N 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES1X WOOD BUCK 1/4" MAX. SHIM , SHEET 7 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, 2X WOOD BUCK OR FRAMING MIN. CONCRETE 2 13 SHEET 6 PER SEE ANCHOR ANCHOR KSI TYPE, INTERIOR 13 2 MIN. CONCRETE KSI GUIDELINES, SEE SHEET 7 SH PER ANCHOR TYPE, SEE SHEET EET 7 OR 1.5 KSI SEE ANCHOR 7 OR 1.5 KSI MIN. CMU MIN. CMU GUIDELINES, ' 1X WOOD BUCK SHEET 7 1/4" MAX. SHIM •: .•r 11 SEE GUI ANCHOR 11 18 ORO 17 OR 21 10 SEE ANCHOR SHEET 7 GUIDELINES, 13 MAX. WINDOW HEIGHT SHEET 6 HORIZONTAL SECTION A—A MAX. 10 18 ORO WINDOW HEIGHT 17 R 21 MAX. VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR GUIDELINES, SHEET 6 13 L 2 1/4" MAX. SHIM EXIEBl4E SEE ANCHOR GUIDELINES, SHEEP 6 EXTERIOR ;MITEREDRAME WITH INTERIOR 2WOOD BUCK RIOR FRAME WELDS OR FRAMING (SHOWN) OR CORNER KEYS AT VERTICAL SECTION B—B O SCREW BOSSES PROD=itHVISM as complying with Wo plotids BuIldingCade +—"Irt°1/ 90°CORNER ASSEMBLY ANGLED CORNER ASSEMBLY Accop °zm-=C.-�V�1 NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 11111 �� N,4 LYNN a1/// 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR \CENSE .,F,p GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. " * No.58705 •* ` J.J. 10/18/11 DO°• NO CHANGE THIS SHEET D°°C"°n0` p STATE CluOt 1070 TECHNOLOGY DRIVE INSTALLATION,FLANGED FRAME .'�FS,S,FcoRw?'.• G��'` J.R. 3/31/10 C... OR ON FOR LARGER IN N. VENICE, FL 34275 TM�•� wn 1°a • ale: N P.O. ,OX 1529 ALUMINUM PICTURE WINDOW,IMPACT /''�iO. MAhL E\ s~iodw� iw ro w« A. L F.K 7l14A78 P42"o1 NTS 4• ^� 8 4259-4 D P.E.# 58705 MISC INSTALLATION DETAILS SEE ANCHOR SEE ANCHOR SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, GUIDELINES, GUIDELINES, SHEET 7 FIN FRAME WITH SHEET 6 FIN FRAME WITH SHEEP 7 FIN FRAME WITH SHEET 7 FIN REMOVED FIN REMOVED FIN REMOVED INTERIOR INTERIO INTERIOR INTERIOR 1/4" 1X WOOD BUCK 1/4,• 1/4" MAX. MAX. 1/4" MAX. r MAX SHIM SHIM SHIM SHIM —T}- --fl- SEE ANCHOR 1 3/B" MIN. I SGUIDNESEE R.�. �, �•� GUIDELINES ._,,9- ''•'::,. :''•.. EMBEDMENT SEE ANCHOR.,.'., �': SHEET 7 . GUIDELINES,: MIN. CONCRETE KSI "2XWOODK OR FRAMING SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 MIN. CONCRETE KSI •PER ANCHOR TYPE, PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME EQUAL_EGRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAME IM. (OTHER FRAMES SIM,) PRECAST SLOPED SILL 2X WOOD SUBSTRATE IX WOOD BUCKSTRIP DIRECTLY TO MASONRY 1-3/8" MIN. 1/4" MAX. SHIM 1/4" MAX. SHIM �{ 1/4" MAX. SHIM EMBEDMENT 2X 1/8" NOM. MIN, EXCLUDING POINT 2X WOOD BACKER #12 STEEL #12 STEEL 1/8" NOM. MIN. #12 STEEL (112 STEEL SELF—DRILLING SELF—DRILLING SELF—DRILLING SELF—DRILLING SMS (G5) SMS (G5) SMS (G5) SMS (G5) USE SAME USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY & QUANTITY & QUANTITY, QUANTITY dt SPACING AS SPACING AS SPACING do EDGE SPACING AS #12 STEEL #12 STEEL DISTANCE AS #12 STEEL SCREW EXTERIOR SCREW EXTERIOR #12 STEEL EXTERIOR SCREW EXTERIOR (SHEET 6)zc)s,DE APPROVED MULLION (SHEET 6) METAL FRAMING SCREWFULL—LENGTH, WOOD (SHEET 6) EE SEPERATE NOA) A36 STEEL: FY-36 KSI MIN. (SHEET 6) BACKED STEEL STUD STEEL STUD ALUMINUM: 6063—T6 MIN. .125" MIN. WALL THICKNESS ALL GAUGE THICKNESSES Fy=33 KSI MIN. .125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) ......r19T1visBo ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE STEEL STUD SUBSTRATE aswnvIylag will,ft Nlodda Dvildlag Colo Acceptenoo No �(—1110-16 1 NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. M1e021 duct awl 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD11111111 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR \ N,M/( GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING q`t`yENS •'•`F'P JURISDICTION. v1O B •.•*�� 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. * No.58705 _ 4• IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. * _ J.J. 10 18 1 f DO°1 NO CHANGE THIS SHEET °iepUo"` '.�� STATED TIOA,To INCLUDE 1070 TECHNOLOGY DR INSTALLATION FINNED FRAME T�'•. FLORIOP•'�(5\: J.R. 3/11/10• C�� I FOR ON FOR LA E N N. VENICE. FL 34275j�JT TMM1� ° P.D. Box 1529 ALUMINUM PICTURE WINDOW IMPACT ON/>L `�� k 1°; NOKOMIS, FL 34274 sew: .. __9 s°. mn: A. Ly'It♦r!�I�Iler, P.E. F.K. 7/14M9 PY1�701 NT$ 5 m 8 4259-4 D 1'•E.A 58705 Head,Sill and Jamb Anchor Quantities Into Wood or Metal(Anchor Types 1-4) Anchor Min. Min. Anchor "A"or"B"Dimension(In) Type Anchor Description Substrate Edge Embed- Type 24 30 36 42 48 54 80 87.875 Distance merd Anchor ---__-_.-.screw ._._._--._.._. ....__..__.O.B84" 1.375"_ .- Locetbn• 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 p12,Steel screw(GS) S.Pine._-4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 #12,Steel screw(G5) Sit.Stud,Gr 33 0_324" .048"1180a N12,Steel screw(G5) Alum.8083-T6 0.324" 0.125" Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 14 31 4 1 3 1 4 1 3 4 3 4 3 4 1 3 4 338 M12,Steel screw(136) A38 Steel 0.324" 0.126" Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 8 6 5 6 B 6 6 8 6 7 6 7 6 1114,Steel screw(G5) _ S.Pine _0.904" 1.375" 48 Jamb 4 4 5 4 5 4 5 4 6 b 5 5 5 5 6 5 5 5 6 5 5 5 6 6 5 5 8 6 5 6 e 6 2 N14,Steel screw(G5) SO.Stud,Gr 33 _0.361" .04_8"118Ge Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 6 6 6 6 6 7 6 8 6 7 6 7 7 8 7 N14.Steel screw(G5) Alum.8063.78 0.301" 0.125" 80 Jamb 6 6 0 5 6 5 e 5 6 6 6 6 e 6 7 8 6 6 7 6 7 6 7 6 7 6 7 6 7 6 7 6 N14,Steel screw(G5 A38 Steel 0.361" 0.126" HeaNSlll 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 8 7 8 7 8 7 6 8 7 8 7 i/4" Steel Ultrecon S.Pine 1" 1.375" Jamb 8 8 7 6 7 6 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 1/4" 410 SS CreteFlex S.Pine 1" 1.375" 87.575 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 6 6 5 8 6 7 6 7 6 7 6 8 7 8 7 4 WIT' Steel USracon S.Pine 1.28" 1.378' Jamb 8 8 8 8 7 6 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Hea�Sill 2 2 2 2 3 3 3 3 4 3 4 3 b 4 5 4 6 5 8 5 8 8 7 8 7 8 7 8 72 Jamb 7 7 8 7 8 7 8 7 8 7 6 7 8 6 8 8 8 8 9 8 8 8 9 8 9 8 9 8 7e.e Head/S9I 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 5 6 6 5 6 6 7 6 7 6 7 6 84 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/Slll 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 8 6 7 6 a Jamb 7 7 9 7 8 7 9 7 8 6 9 8 8 8 9 8 8 8 10 8 9 8 10 8 t; 85.3 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 8 5 6 5 6 6 7 6 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 g6 Head/Slll 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 109.7 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 Head/891 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 Jamb t22 13 10 11110113 10 11 11 13 11 Width and Height dimensions may be 120 Head/8111 2 2 3 3 3 3 4 3 4 3 reversed to locate anchor quantities on the Jamb 13 11 12 11 13 11 12 12 13 11 table.If so,the Head/Sill and Jamb rows 128 must also be reversed so that the longer "A" & "B" DIMENSIONS MAY Head/SIII 2 2 3 3 3 3 4 3 4 3 dimension gets the most anchors. BE ORIENTED VERTICALLY OR Jamb 18 12 131121186 12 HORIZONTALLY AS SHOWN, 148 HeadlSlll 2 2 3 3 3 3 PRODUCrRBVISBD �•�— DIM. -+-I w comAying with the Florida MBuadNaCodell— I N T S: c�1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32FT. 2. FOR SIZES NOT SHOWN, ROUND UE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. +— "B" DIM. — a 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL \\ "B" DIM. IIII WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. \ ' Nv LY ...........NN � .A„ \ `\ r0 ee 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. \� ` 4 ,.•V11;ENSF •.,'Q RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). *� No.58705 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. p''• CA {OLLI J.J. 10•18/11 D NO CHANGE THIS SHEET aTA E�F 4Q ay Y c 1070 TECHNOLOGY DRIVE ANCHORAGE, WOOD SUBSTRATE '•O.l�''•, FLQRIOP••'•G\�� J.R. 3 3i�f0JEW 1 R TION OR LARGER WIN S. N. VENICE, FL 34275 * 'i�S•.....•••• FPj .K. 4 4 O7 NEW SHEET P.O. BOX 1529 ALUMINUM PICTURE WINDOW,IMPACT ,717'N�� ,P.E. yDatY; as NOKOMIS. FL 34274 S,rlx/MW�1: Yeah: �N: 0.o"tip No. Ru"; �aF.K. 7/14ro3 PW70f NTS 8 42594 D P.E.y 58705 Head,SIII and Jamb Anchor Quantities Into Masonry(Anchor Types 6-7) Anchor "A"or"B"Dimension(in) Type 24 1 30 38 42 48 54 1 80 87.876 Anchor Min. Min. Anchor Description Substrate Edge Embed- Anchor. 6 6 7 5 8 7 5 6 7 5 8 7 6 6 7 5 6 7 6 6 7 6 8 7 Type Distance ment Location' 1/4" Steel Ultrecon Hollow Block 1" I.M. 6 -—--- ...__._.. ......__......_.....---., Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 1/4" Steel Ultracon 2.7k Concrete 1" 1.375" 38 1/4" 410 SS CreteFlex Hollow Block 1" Head/Sill 2 2 2 3 3 3 4 4 3 6 5 4 5 5 4 5 6 5 6 6 6 7 7 6 8 ----------- -----_----•------...1.25" 1.25' 1/4" 410 SS CreteFlax 3.35k Concrete 1" 1" Jamb 6 4 4 5 5 4 5 6 4 6 5 5 8 5 5 6 5 5 6 5 5 6 6 6 48 5/18" Steel Ullrecon Hollow Block 1.683" 1.26' Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 6 8 7 8 6 8 7 7 7 ------- -_—_...... _.__—_...__.. _.......- 60Jamb 6 6 6 8 8 6 8 8 5 7 8 8 7 8 8 7 8 8 7 8 8 7 8 8 6/18" Steel Uhrecon 3.5k Concrete 1.26" 1" Hesd/SIII 2 2 2 3 3 3 4 4 3 6 5 4 8 6 5 7 6 6 7 6 6 8 7 7 87.875 Jamb 7 6 6 7 8 8 7 7 8_ 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/S81 2 2 2 3 3 3 4 4 3 8 6 4 6 5 6 7 6 6 7 6 6 8 8 7 72 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 8 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 6 5 4 8 8 8 7 6 6 7 8 6 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 8 8 8 76.8 Heed/S111 2 2 2 3 3 3 4 4 3 5 5 4 8 6 5 7 6 8 7 8 8 84 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 6 8 10 8 8 8 Head/S81 2 2 2 3 3 3 4 4 3 5 5 4 8 6 6 7 6 6 < Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 $ 86.3 Hesd/Slll 2 2 2 3 3 3 4 4 3 5 5 4 8 6 5 7 6 5 m 96 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/Sill 2 2 2 3 3 3 4 4 3 6 5 4 8 6 5 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Hesd/8111 2 2 2 3 3 3 4 4 3 5 5 4 Width and Height dimensions may 120 Jamb 13 10 10 13 11 10 13 11 10 be reversed to locate anchor Head/8111 2 2 2 3 3 3 4 4 3 Jamb 13 11 11 13 12 11 13 12 11 quantities on the table.If so,the 128 Head/5111 and Jamb rows must also Head/SIII 2 2 2 3 3 3 4 4 3 be reversed so that the longer "A' & "B" DIMENSIONS MAY Jamb 16 12 12 16 13 12 BE ORIENTED VERTICALLY OR 145 dimension gets the most anchors. OR AS SHOWN. Head/SIII 2 2 2 3 3 3 "A„ PRODUCrRBVISED DIM. moolup1y1t1awkhlhoPlorida Daadiny Coda _ I 1�I Accaptaneo No t NOTES: tlxp ata 1. ANY ONE SIDE CANNOT BE MORE THAN 145"gNp HAVE AN AREA OF MORE THAN 32W. D 2. FOR SIZES NOT SHOWN, ROUND -VP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. S" DIM. Delle Product IIIj 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL T \� "B" DIM. IIII WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. T \\ `` ��N.I LYNN M/(e�i,�/ 4, THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "S") MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. mss.,.•'�tGENSF'•,F.p RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). No.58705 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. J.J. y 10118111 D " NO CHANCE THIS SHEET °riop1ioii '�O• 9TA E�Fu 1070 TECHNOLOGY DPoVE ANCHORAGE MASONRY SUBSTRATE ' '• °toR1oP.•'' aJ.R. J/Jf/f0 "C INFORMATION FOR LA ER IN WS. N. VENICE, FL 34275 Taw ,�sS/ .. �K. 0 4/07 B a NEW SHEET P.O. BOX 1529 ALUMINUM PICTURE WINDOW IMPACT i,,tt//011NA1. Town Oo checked m NOKOMIS, FL 34274 %"a•./a"aa: awi.: +ase w"wl�9 ta. 9;: A.iynhI MIkZ�, P.E. F.K. r/1403 PW--707 NT$ 7 �� 8 4268.4 P.E.N 58705 2.784" 094" .970" .346" --1 �-- —T } � .974" .975" .047" x- 2.500" .050" --►{fF .050" 7/16" LAMI GLASS BEAD 1-1/16" LAMI I.G. GLASS BEAD INSTALL. FASTENER COVER .062" —.�I-� .062" MAT'L: 6063—T5 MAT'L: 6063—T5MAT'L: 6063—T5 I •077" 90 DWG NO. 4255 �t DWG NO. 42.54 13 DWG NO. 4224 1.125" ITEM DWG 0 PART III DESCRIPTION 1 4256A 84256 Integral fin frame head,sill&jamb INTEGRAL FIN FRAME 2 4253 64263 Flanged frame head,sill&jamb O MAT'L: 6063—T5 7 1155 781 PDX 118 x 1 Quad PH SMS stainless steel DWG NO. 4256A 8 Schnee-Morehead SM5504 acryl-r norrowjoint sealant or 10 4255 84255 7/16 lami glass bead 11 4264 64254 1-1/16lami I.G.glees bead L.094" 12 1224 6TP247 Vinyl bulb weatherstrip(thick) 13 4224 Installation fastener cover 14 Dow Coming 899 glazing sealant or equh®lent 16 Dow Coming 995 silicone structural sealant,black 1.8175" 7/18"lami glass:3118"annealed-.090 DuPont Butocite or 17 Saflex KeepSafe Maximum PVB interlayer-3/16"heat strengthened .500" .062" 14/18"lami I.G.glans:3118"heat strengthened outboard- .062 18 7/16"airspace-3/16"annealed-.090 DuPont Butecite or I—_-- 2,784" Sa9ex KeepSafe Maximum PVB intedeyer-3/16"heat FLANGED FRAME strengthened 20 4282 84282 Architectural comer key PRC+DUC7gwithdREVISED O MAT'L: 6063—T5 wIdT..iodav+R11 1 1 , aunau�s cos" DWG NO. 4253 7116"laml glam;3/18"heat strengthened-.090 DuPont �mPw,�Nw j�`( j 21 Butacite or Saflex KeepSafe Maximum PVB Interlayer- 3/16"heat strengthened Produ«Com 1-1/16"lami I.G.glass:3/18"heat strengthened outboard- 7/16"airapace-3118"heat strengthened-.090 DuPont22 Butscite or Saflex KeepSafe Maximum PVB interlayer- �� ONV 1-YNN 3/16"heat strengthened .` A�,•'��c6NSE *• No.58705 R. ° o...riplbm -'�.•,ate co�q lilt •W J.✓. 10/18/11 D m NO CHANGE THIS SHEET FvN 10 1070 TECHNOLOGY DRIVE EXTRUSION PROFILES&PARTS LIST �p sT"7� ••'Z�.� J.R, 3 31/10 C N R FOR LARGERwarm, N N. VENICE, FL 34275 *b. — '� ''•.,FLOR�QP•'•,V'`�` °°°` P.D. Box 1529 ALUMINUM PICTURE WINDOW,IMPACT 'less'/ANAL�11 ry"n ui w NOKOMIS. FL 34274 S'"• 00�' b' •• mr n°N. A. (idd fHIII drllP.E. F.K 7/14A93 PNC7pf NTS 8 a 8 425!7 4 D P.E.0' 58705 , ' i r� � s 1 Miamishores village 5N°REs Building Department all � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �'`eE to Nr �y� Tel: (305) 795.2204 ��ORiDp' Fax: (305) 756.8972 April 3, 2013 Permit No: RC13-569 Electrical Critique — Michael Devaney 1 . GROUNDING ELECTRODE CONDUCTOR TO CONNECT TO BUILDING STEEL ALSO. 2. RISER TO HAVE 3- 2/0 CU CONDUCTORS FROM METER MAIN TO TRANSFER SWITH AND PANEL A - 3 2/0 AND 1 # 6 GROUND. 3. PANEL M IS MAIN BREAKER NOT M LO AND 200 AMP RATED NOT 250. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. SNORES L miamishores village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �NtE8 IN Tel: (305) 795.2204 LORIDP' Fax: (305) 756.8972 Cl Page 1 of 1 Permit No: 3 z t Structural Critique Sheet / l3 CA ,ti V CY t C-�2Lyte Q �'r'�� >✓ Q f 2 '�G3 `�i' nl to A-D S75 too-I-J'[> Lc f ylr5nl �94:y I'v e C'C' -ef iJ c pfS STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf Miami Shores Village Building Department 10050 N E 2nd Avenu Miami Shores. Flonda 3313 ' Tel: (305) 795 220 Fax: (305) 756 897 Permit No. v Job Name PLUMBING CRITIQ E SHEET 1 , Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Date: Tel:(305)795.2204 Fax:(305)756.8972 01 Permit #: Mechanical Critique Sheet Date: Review Completed by: Jan Pierre Perez Chief Mechanical Inspector I I ,SNORES D� Miami Shores Village Building Department logo 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �'�"eNrEs to �y� Tel: (305) 795.2204 ��ORiDA Fax: (305) 756.8972 April 3, 2013 Permit No: RC13-569 Mechanical Critique —Jan Pierre Perez 1) NEED ENERGY & HEAT LOAD CALCULATIONS. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Miami Shores Village SN0RESG'` Building Department uumM 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �'=Ftiro'� Tel: (305) 795.2204 �LOR1Dp' Fax: (305) 756.8972 April 3, 2013 Permit No: RC13-569 Plumbing Critique 1) PENDING HRS APPROVAL AND STAMP. Rafael Hernandez Chief Plumbing Inspector Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. S G, Miamishores Village Building Department logo AIS 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L'��Nres o`� Tel: (305) 795.2204 0R�DA Fax: (305) 756.8972 April 3, 2013 Permit No: RC13-569 Electrical Critique — Michael Devaney 1 . GROUNDING ELECTRODE CONDUCTOR TO CONNECT TO BUILDING STEEL ALSO. 2. RISER TO HAVE 3- 2/0 CU CONDUCTORS FROM METER MAIN TO TRANSFER SWITH AND PANEL A - 3 2/0 AND 1 # 6 GROUND. 3. PANEL M IS MAIN BREAKER NOT M LO AND 200 AMP RATED NOT 250. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Miami Shores Village ,SNARES Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 y�°"�NIIES Tel: (305) 795.2204 ORiDp' Fax: (305) 756.8972 April 3, 2013 Permit No: RC13-569 Structural Critique — Syed Ashraf 1. HOW ARE THE ROOF BEAMS ADJACENT TO EXISTING STRUCTURE SUPPORTED? THERE APPEARS TO BE A CHIMNEY. 2. 3. PROVIDE DETAILS OF FOOTING ADJACENT TO EXISTING STRUCTURE. 4. 5. PROVIDE CODE REFERENCE; DESIGN LOADS 2, WIND LOADS PARAMETERS. 6. 7. PROVIDE SPECIAL INSPECTOR FORMS. 8. 9. PROVIDE COPIES OF NOAs FOR HURRICANE STRAPS. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. ,SNORES � n `,.l. ��.� Miami shores Village Building Department FLORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: / G�(J� DATE:-4y) I Contractor o Owner o Architect � P' ��oflans (other) 40 Address: 1 2 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: Z"z PERMIT CLERK INITIAL: p RESUBMITTED DATE: PERMIT CLERK INITIAL: ,SNORES G, Miamishores Village I Building Department J! � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 l0RiDA Fax: (305) 756.8972 October 28, 2013 Permit No: RC13-569 ELECTRICAL REVIEWER COMMENTS No corrections maid from 3 April 2013 critique. Grounding electrode conductor to connect to building steel Also Riser to have 3-2/0 cu. conductors at the weather head and meter main From the meter main to the transfer switch and panel (A) install 3-2/0 and 1 # 6 grounding conductor Panel (M) is a 200 amp. Rater main breaker panel not 250 amp Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. 5110 G Miami -,NC hores Villa e , Building Department logo J! � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L��Ftir' e 1 yam Tel: (305) 795.2204 �LOR1Dp Fax: (305) 756.8972 OCTOBER 28, 2013 Permit No: RC13-569 Building Critique Review 1. FENCE SHOULD BE UNDER A SEPARATE PERMIT 2. PERMIT APPLICATION FOR ROOF IS INCOMPLETE 3. MISSING REQUIRED ELEVATION CERTIFICATE Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. ♦SNORES GI Y e.g. ,,,,,M Miami shores Village Building Department OR 10050 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: e C l J �'C� DATE: (NAME) ❑ Contractor ❑ Owner 4ey'�, f ❑ Architect Picked2 se plans and (other) Address: l Z k tic From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village BuiVepartment tolcontinue permitting process. Acknowledged by: ignature) PERMIT CLERK INITIAL: RESUBMITTED DATE: t-z PERMIT CLERK INITIAL: e6 Miami Shores Villa a �SNC193 9 Building Department 10050 N.E.2nd Avenue n Miami Shores Florida 33138 � e� Tel: (305) 795.2204 �lOR1DA Fax: (305) 756.8972 April 3, 2013 Permit No: RC13-569 Building Critique 1 . v Provide HRS/DOH approval. 2. Provide separate permit for the fence. 3. Provide a completed high velocity roofing application and include all product approvals. 4. The elevation certificate submitted is not for this property. 5. Provide energy calculations. 6. The soil statement on the plans does not match the soil report. 7. Provide a special inspector for the truss placement.. 8. Provide truss plans from a specialty engineer that have been reviewed and signed approved by the designer of record. 9. Provide a detail of the fascia or sub fascia for the boundary. 10. Provide a detail for the lateral restraint of the trusses. FBC Res 4409.6.17.1.2 11 . The product approval for the fixed glass submitted does not match the plans. osci Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. SNORES G Miami Shores Village ` Building Department logo 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L" tirj''� Tel: (305) 795.2204 �L0 11D-- Fax: 1D-Fax: (305) 756.8972 April 3, 2013 Permit No: RC13-569 Building Critique 1 . Provide HRS/DOH approval✓` 2. Provide separate permit for the fence. —6-/- 3. 6-3. Provide a completed high velocity roofing a''plication d 'nclude all / product approvals. ��^"� T ��z — f "' Is /-��- 4. The elevation certificate submitted is not for this property. -x4 ,S S° 5. Provide energy calculations. '� ""` �` 6. The soil statement on the plans does not match the soil report._ 7. Provide a special inspector for the truss placement.. 8. Provide truss plans from a specialty engineer that have been reviewed signed approved by the designer of record. — 9.- Provide a detail of the fascia or sub fascia for the boundary. 10. Provide a detail for the lateral restraint of the trusses. FBC Res 4409.6.17.1. 11 . The pr uct approval for the fixed glass submitted does not match the plans. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. SNoRFs G Miami shores Village S Building Department logo J- � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �IORiDP' Fax: (305) 756.8972 April 3, 2013 Permit No: RC13-569 Structural Critique — Syed Ashraf 1. HOW ARE THE ROOF BEAMS ADJACENT TO EXISTING STRUCTURE SUPPORTED? THERE APPEARS TO BE A CHIMNEY. 2. 3. PROVIDE DETAILS OF FOOTING ADJACENT TO EXISTING STRUCTURE. 4. 5. PROVIDE CODE REFERENCE; DESIGN LOADS 2, WIND LOADS PARAMETERS. 6. 7. PROVIDE SPECIAL INSPECTOR FORMS. 8. 9. PROVIDE COPIES OF NOAs FOR HURRICANE STRAPS. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. SNoREs D Miami shores Village ` JsN 193.a '<< Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L�eNrjy� Tel: (305) 795.2204 �LORiDp' Fax: (305) 756.8972 April 3, 2013 Permit No: RC13-569 Electrical Critique — Michael Devaney 1 . GROUNDING ELECTRODE CONDUCTOR TO CONNECT TO BUILDING STEEL ALSO. 2. RISER TO HAVE 3- 2/0 CU CONDUCTORS FROM METER MAIN TO TRANSFER SWITH AND PANEL A - 3 2/0 AND 1 # 6 GROUND. 3. PANEL M IS MAIN BREAKER NOT M LO AND 200 AMP RATED NOT 250. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Miami Shores Village ,SNuRFs �,� � Building Department „ J � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L^-�Nre I0 & Tel: (305) 795.2204 0R1Dp` Fax: (305) 756.8972 April 3, 2013 Permit No: RC13-569 Plumbing Critique 1) PENDING HRS APPROVAL AND STAMP. Rafael Hernandez Chief Plumbing Inspector Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. F , SNORES Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ORiDp` Fax: (305) 756.8972 April 3, 2013 Permit No: RC13-569 Mechanical Critique —Jan Pierre Perez 1) NEED ENERGY & HEAT LOAD CALCULATIONS. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Millennium plumbing, LLC 5C1-C74-7727—Cl`C 1427397 - 11133 Model Cir East— Doca Raton, FL 33425 February 22, 2015 Village of Miami-Shores Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 Attn.: Ismail Naranjo— Building Official RE: Juan Acosta— Permit 13-569 128 NE 99th Street Miami Shores, FL 3318 Dear Mr. Naranjo, I would like to request that the permit# 13-569 for the above address be placed on hold while the dispute of between the master permit holder and the owner is resolved. Although we are 100% paid for by the General Contractor and 100% complete and ready for the final, I am under a certain contractual obligation. If the owner tries to conduct the final inspection without our knowledge, we will have to file a complaint. Please feel free to call me if necessary, Sincerely, J ey - alls Mille ium Plumbing JANE ROSENBERG ` Notary Public-State of Florida °My Comm. Expires Mar 31,2016 Jfw`'j�r Commission #EE 184297 1' Bended Through National Notary Assn 3 HK Yoshida Construction, LLC CGC1515030 3840 W. Hillsboro Blvd, 222 ' Deerfield Beach, FL =� 754.223.5052 office 954-275-3969 cell 954-208-0591 fax hai@gccontractor.com February 19, 2015 Village of Miami-Shores Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 Attn.: Ismail Naranjo - Building Official RE: Juan Acosta - Permit 13-569 128 NE 99th Street Miami Shores, FL 3318 Structural H.K. Yoshida Construction, LLC Mechanical Sansone Corporation Plumbing Millennium Plumbing Electrical Architectural Electrical Dear Mr. Naranjo, We have a financial dispute for the project with the above permit. It has come to our attention that the owners tried to contact my subs in order to close the permits themselves. My subs have been informed of the dispute and do not give permission for anybody else to conduct work or inspections without our knowledge. I have filed a Notice to Owner to give them a chance to comply with their obligations. The project is 98% completed as follows: ROOFING: 1. Finaled as 1/15/15 PLUMBING: 1. All fixtures installed and ready for inspection as of 12-15-15 MECHANICAL: 1. Startup was done 7/23/14 - Needs a Transfer Return in Bedroom in form of louver above the door 2. After that, it is ready for final ACOSTA—LETTER TO BUILDING OFFICIAL 1 (Cont'ed) 3. In an existing guest bath room, they want an exhaust fan that is not on the plans. ELECTRICAL: 1. Smoke Detectors need to interconnected with the existing part of the house. 2. Electrical Panel needs to be moved and replaced in the kitchen 3. Light switches and outlets need to be trimmed in the new addition BUILDING: 1. Master Bedroom: Complete with the exception of 280 sqf of Hardwood flooring 2. Wall panel at bedroom entrance (by customer) 3. Master Bath: Complete 4. Living: Wall niche paneling (by customer) 5. Exterior: All completed per contract and other not in contract 6. Impact Windows/Doors - Finaled 9/3/14 7. Fence: Completed 10/3/14.Needs final inspection 8. Gutters: Installed by customer (by customer) I would like to request our withdrawal from the permits listed above in case we do not reach a settlement. Should you have any questions related to this subject, please do not hesitate in calling me. Sincerely, Hal Yoshida JANE ROSENBERG ria Notary Public-State of Florida My Comm.Expires Mar 31,2016 Commission # EE 184297 Bonded Through National Notary Assn. H K shida Con ru on, LLC 2'iQll 3 3 I' ►o ACOSTA—LETTER TO BUILDING OFFICIAL 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-210597 Permit Number: RC-3-13-569 Scheduled Inspection Date: April 10, 2014 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Roof Sheathing Owner: ACOSTA,JUAN CARLOS Work Classification: Addition Job Address: 128 NE 99 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060132270 Project: <NONE> Contractor: HK YOSHIDA CONSTRUCTION LLC Phone: (954)275-3969 Building Department Comments ADDITION OF BEDROOM WITH MASTER BATH Infractio Passed Comments PRODUCT APPROVALS False OWNER'S NOTIFICATION False ROOF MITIGATION FORMS False INSPECTOR COMMENTS False HVHZ ROOF APPLICATION False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 09, 2014 For Inspections please call: (305)762-4949 Page 27 of 34 APR 8 014 { l� DATE: April 8,2014 �_ v TO: Miami Shores Village—Building Department Attn: Ismail Naranjo, CBO 10050 N.E. 2nd Avenue Miami Shores, FL. 33138 CC: H.K. Yoshida Construction,LLC Attn: Hal Yoshida 1021 N.E. 45'Street(Floranada Road) Ft. Lauderdale,FL. 33334 RE: Roof Valley Cricket Connection for private residence located at 128 N.E. 99 Street—Miami Shores, Florida 33138 (Permit No. RCI 3-569) Dear Mr. Ismail Naranjo: It is acceptable by Innovative Structural Design, LLC to use 2x4 Southern Pine No. 2 roof valley cricket framing members at 24"o.c. for roof valley between existing and new roof area. Use(2) l Odx3" galvanized ring shank nails at each end of roof valley cricket framing members to continuous 2x4 Southern Pine No. 2 wood nailer. Provide(3)#100"wood screws for continuous wood nailer to new and existing truss member locations. See attached photo for clarification. Please feel free to contact me if you have any questions regarding this information. Thankyou. EA. JI4 ' _ Mare A. , W 1 �isultin Wvdaral,l ,#ijeer � / �P 9 S�ONP& S .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. Innovative Structural Design, LLC 3826 Eas#kakg•Terjgce ••• MirgMar�Flctrift 33023 :•: Cel: W5.3d8?5405 : ••' Cy E-mail: marejean@bellsouth.net Or . . . . ••• . . . . . . . . . . 0% .. .. . . . .. .. . . . ... . . a s 2x4 roof valley cricket framing members at 24"o.c. Cont.2x4 wood nailer. Provide(2) 10dx3" Provide(3)#10x3"wood galvanized ring screws for cont.wood shank nails at each nailer to new and end of valley cricket existing truss member _ framing members. locations. '-s8 ro 'r r p�- • • • • • • • • • • •• •• • • • •• •• • Miami Shores ill -- � S o es V age co Building Department MAY 3 d X614 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 iD Y Tel: (305)795.2204 Fax: (305)756.8972 ECTION'S PHONE NUMBER: (305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit W--/ g Permit Type: ( BUILDINGROOFING JOB ADDRESS: /Ze IVE 99 S � City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):_ ro ^l AS'- Phone#: -r Address: A2-F C g 9 City: 17k?i qop SA-0 Zen State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: V05"V, Phone#: Address: >> Cc) *"//C 4 S ) City: �Cerr�75'�Cac �i State: Zip: 3� oZ Qualifier Name: 1-1 ` 1, Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: �l�/-��1- -346 Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: S uare/Linear Footage of Work: � l; Type of Work: ❑Addition *Alteration ❑ -7ReMir/Replaee ❑Demolition Description of Work: '�%'`}�- 02 �✓ �5 /✓ /1/�Fl f� �r S �,/•�� . 6)O Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature - L�Z�/I Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1 The foregoing instrument was acknowledged before me this /7 day of NvLk 20 14,by Ju k-% A(,o S 4A- day of 120/ 11,by�O6 f i� who is rson�Ilyo me or who has produced who 's personallykno o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY UBLIC: NOTIR Y PUBLIC: Sign: �-"`' Sign: Print: JANE ROSENBERG Print: a ^ JANE ROSENBa2lr6 Not u Public State Florida ::. ry u My Commission Expires: :• My Comm.Expires Mar 31,2016 My Commis cti =My Comm. Expires MCommission#EE 184297 ;, Commission#EE;F ° `• Bonded Throu h NationalBonded Thr ugh National Notary Assn. 9 APPROVED BY �l v j (Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) A+G" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 5/30/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT WE INSURE FLORIDA NAME: 10231 Metro Parkway Ste. 104 E lua i E . 239-313-2045 A/C No): 877-890-4638 Fort Myers FL 33966 ADDRESS: CHALIMAR.ASSIS@WEINSUREFL.COM INSURERS AFFORDING COVERAGE NAIC k INSURER A:GRANADA INSURANCE COMPANY 16870 INSURED H.K.Yoshida Construction LLC INSURER B: 3840 W. Hillsboro Blvd,222 INSURER C Deerfield Beach FL 33442 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP POLICY NUMBER MM DD MM DD LIMITS COMMERCIAL GENERAL LIABILITY 0185FL00057958-0 03/26/2014 03/26/2015 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ®OCCUR DAMAGE TO RENTED PREMISES Ea occurrence 100$ ,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 29000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ $ UMBRELLA LIAB OCCUR Li EACH OCCURRENCE $ RIEXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY ,�/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 0 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CGC1515030-Certified General Contractor CERTIFICATE HOLDER CANCELLATION VILLAGES MIAMI SHORES SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NORTHEAST 2ND AVE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES, FLORIDA 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Chalimar Assis ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Produced using Forms Boss Web software.www.FormsBoss.com;?Impressive Publishing 800-208-1977 SNoR�s yi Boomwillrn Miami shores Village Building Department LORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,you may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Print Name: <-r'�l {� �C1�J d�C� Print Name: Signature: Signature: ' r State of Florida) State of Florida) County of Miami-Dade) j County of Miami-Dade) Sworn to an subscribed before me t is d- Sworn t and subs cri before me this day of ��_ j' ,20 day of 9 ,20 By .r By ROSENBERG \\\�Fv o� r 1,, \\\P(tY PVB J N ROSENBERG :i°� B`e'; otary Public-State of F]2016 (SEAL? :�_ Notary Public-State of Florida (SEAL 1T e of Ide 13' i '�dl9tMrn •A01ra§ ar 31.2016 T e of Identificatio �' lt; rtnr issron # EE 184Bonded Through National Notary Assn. """"' Bonded Through National Notar �O •- .-acv-'�,:,- �•., .+r°asn>^,,yrr.,�„'�" JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW** CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 2/12/2014 EXPIRATION DATE: 2/12/2016 PERSON: YOSHIDA HALLY K JR FEIN: 261145302 BUSINESS NAME AND ADDRESS: H K YOSHIDA CONSTRUCTION LLC 3840 W HILLSBORO BLVD,#222 DEERFIELD BEACH FL 33442 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440,05(l 2),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440 05(13).F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the Person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 gttoRBs Miami Shores Village 1NC 1332 s� Building Department sell .....� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 bNr-- oyd Tel: (305) 795.2204 �ORIDA Fax: (305) 756.8972 3 —/ 7 Page 1 of 1 Permit No: QC 13 Structural Critique Sheet IC X.r,' p 6—Vl. -t-e �'l s% ►�,{ end 3 STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf C F:1J ,D 'y MAYSv2Ol a MIAMI-DA E COUNTY,FLORIDA PRODUC CONTROL SECTION DEP ,ENVIRONMENT,AND REGUL SW 26 Street,Room 208 AFF Miami,Florida 331752474 BO I RATION DIVISION T(786)315-2590 F(786)315-2599 N CC TANCE NOA www.miamidede.¢ov/pera/ Impact Precious Wood,Ific. 5701 NW 74 Ave,Suite A } ' Miami,FL 33166 SCOPE: i This NOA is being issued under the applica 1 d gu ations governing the use of construction materials. The documentation submitted has--been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Mianti-Dade County Product Control Section(In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Double&Single"Out-Swing Glazed Wood Doors and Panel--L.M.I. APPROVAL DOCUMENT: Drawing No. 11-107, titled "Double & Single Out-Swing Wood Doors, w/ wood & Glazed Panels", sheets 1 through 10 of 10, dated 03/30/2006 with revision "1" dated 11/10/2011, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P. E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- Dade County Product Control Section. . MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with manufacturer's name or logo, Bogota D.C., Colombia, model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the.materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. - This NOA renews NOA No.06-0809.02 and consists of this page 1, evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. CMIAMI-MADE NOA No. 11-0817.10 • ��s Expiration Date: October 12,2016 Approval Date: January 19,2012 1 I� 1Z Page 1 Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Innovative Structural Design, Inc. Mare A. Jean, P.E. �I MIAMI MIAMI—DADE COUNTY,FLORIDA 10% 1 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwm amyl era/ Impact Precious Wood,Inc. 5701 NW 74 Ave,Suite A Miami,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Double&Single"Out—Swing Glazed Wood Doors and Panel.-L.M.I. APPROVAL DOCUMENT: Drawing No. 11-107, titled "Double & Single Out—Swing Wood Doors, w/ wood & Glazed Panels", sheets 1 through 10 of 10, dated 03/30/2006 with revision "1" dated 11/10/2011, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P. E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with manufacturer's name or logo, Bogota D.C., Colombia, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.06-1809.02 and consists of this page 1, evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P. E. Muo►M14MOF tou NOA No. 11-0817.10 • Expiration Date: October 12,2016 Approval Date: January 19,2012 Page 1 Imt)acgt Precious Wood,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11-107, titled "Double & Single Out-Swing Wood Doors, w/ wood & Glazed Panels", sheets 1 through 10 of 10, dated 03/30/2006 with revision "1" dated 11/10/2011, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit,Jr.,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202--94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Side-Hinged Door Systems, per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of Mahogany Out-Swinging Entrance Doors, prepared by Fenestration Testing Laboratory, Inc. Test Reports No.'s FTL-4560 and FTL-4552, dated 07/20 and 12/05/2005, all signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 06-0809.02) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of Mahogany Out-Swinging Entrance Doors, prepared by Hurricane Engineering Testing, LLC, Test Reports No.'s HETI-04-1923A and HETI-04-1923B, dated 10/05 and 11/11/2004, all signed and sealed by Ivonne Ghia,P.E. (Submitted under previous NOA No. 06-0809.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Tilteco, Inc., dated 04/20/2006,signed and sealed by Walter A. Tillit, Jr.,P. E. 2. Glazing complies with ASTM E1300-98/02 (Submitted under previous NOA No. 06-0809.02) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0709.04 issued to Nebula Glass International dba Glasslam N.G.I., Inc. for their "Safety-Plus II Laminat lass" ted 09/11/08, expiring on 08/07/13. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 11--0817.10 Expiration Date: October 12,2016 Approval Date: January 19,2012 E—1 Im ac- Precious Wood,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer",dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2010 and with NWWDA I.S2-97, dated 11/16/2011,signed and sealed by Walter A. Tillit, Jr.,P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC-2007,dated 08/11/2011, signed and sealed by Walter A. Tillit,Jr., P. E. 3. Distributor Agreement between Colmad, Ltda.; Bogota,D.C.; Colombia and Impact Precious Wood, Inc., Miami, Florida, USA, dated 11/12/2011, signed by Marebel . Reyes Bustos and Ruth Velia Giraldo,respectively. 4. Laboratory compliance letter for Test Reports No.'s FTL-4560 and FTL-4552, issued by Fenestration Testing Laboratory, Inc., dated 07/20 and 12/05/2005, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 06-0809.02) 5. Laboratory compliance letter for Test Reports No.'s HETI-04-1923A and HETI-04-1923B, issued by Hurricane Engineering Testing, LLC, dated 10/05 and 11/11/2004, all signed and sealed.by Ivonne Ghia, P. E. (Submitted under previous NOA No. 06-0809.02) 6. Proposal issued by Product Control, dated 07/26/2005, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 06-0809.02) G. OTHERS 1. Notice of Acceptance No. 06-0809.02,issued to Impact Precious Wood, Inc. for their Series "Double & Single Out—Swing Wood Doors & Glazed Panel — L.M.I.", approved on 10/12/2006 and expiring on 10/12/2011. Jaime D.Gascon,PA. Product Control Section Supervisor NOA No. 11-0817.10 Expiration Date: October 12,2016 Approval Date: January 19,2012 E-2 GENFRAL NOTES MQ caFnfm�nq� 1. FENESTRATIONS SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE (FBC). FENESTRATIONS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE A130VE MENTIONED CODES, USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE RATING INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Aff USED IN. THEIR ANALYSIS. THESE FENESTRATION'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITW SECTION 1626 OF THE ABOVE MENTIONED CODES AS PER PROTOCOLS TAS-201, TAS-202, TAS-2031 PER FTL REPORTS No. 4752 AND 4560, AND HETI REPORTS No.-04-1923A, 04-19238 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. 3. THESE FENESTRATIONS ARE APPROVED FOR AIR/WATER INFILTRATION. 4. ALL COMPONENTS SHALL BE AS PER BILL OF MATERIALS ON SHEET 5. 5. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH A MINIMUM SPECIFIC DENSITY G=0.55, WOOD BUCKS MUST SUSTAIN LOADS IMPOSED BY FENESTRATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. PROVIDE 1./4" MAX. LOAD BEARING SHIM-SPACE (TYP.), WHEN ALLOWED BY THIS_DRAWING, 6. ALL FRAME MEMBERS SHALL BE ANCHORED TO EXISTING STRUCTURE FOLLOWING SPECS INDICATED ON SHEETS- 2, 3; 4 & 9, AS APPLICABLE, 7. THESE FMMEM RLTI[1NC YII 1 NLYT RM NRIF ♦fRflHfWue 0bev rFmw%u nnnnf- B. FENESTRATION'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: IMPACT PRECIOUS WOOD, INC. MIAMI, FLORIDA. MIAMI-DARE COUNTY PRODUCT CONTROL APPROVED. 9. FENESTRATIONS INSTALLATION SHALL STRICTLY COMPLY WITH SPECS INDICATED ON THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0, 10, ALL FENESTRATIONS COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING SHALL BE SEALED/CAULK TO PREVENT WIND/RAIN INTRUSION, CAULK AND SEAL ALL AROUND FULL LENGTH, 11. (o) THIS P.A.D, PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. PRODUCTRBNEMM m a mplying wish the Fimids (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE Building SAFETY OF THIS PRODUCT, BASED ON THIS PA.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS OETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. `,",2HIII11it1�1777/ (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 0'4. '�% A. �.•' CEN• (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH FLORIDA BUILDING CODE (High Velocity Hurricane Zone) WILL BECOME THE ENGINEER OF RECORD (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE N0.44167 PROPER USE OF THE P.A.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER *; 1} 02M1 MTECO INC. DOUBLE & SINGLE OUTSWING WOOD nf•/�• SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW IN ADDITION TO A MANDATORY DOORS, W/ WOOD & GLAZED PANELS Mom B`• SUBMITTAL TO MIAMI-RADE COUNTY BUILDING CODE COMPLIANCE OFFICE FOR EITHER A PRODUCT APPROVAL 11"EC 0 LNa IMPACT PRECIOUS WOOD INC. "/a,,°%" REVISION,,OR A ONE TIME APPROVAL. p 2 //// Y ••/, y •��``� T[O1p0lt[1101H cowAw 6701 NW 7 JAW4 FA (e) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER // '"17H1�N �� ow u`-�w,n„�aya,-�v �LSI 22:-0417.Ppr(xa)�m toff 11-107 OF RECORD THAT PREPARED IT. �rorf'liil111t0% � -1 6712 -mon:tntee00aof.0om wr a na ra ww 4u1ye. er>, ONAw110 fr rt N1fE/DME MKTfFp A tUT:IIsi . •�"•n ,vw”' tw" 1 OF 10 I A/91B/9 t I » IIII 1I A/9 IIB/9 1I Arg II B�9 lc,/ / 20 0 0 P.F.H. 22 1'- 1 P.F.H. DIAH.(Mox.) 1110H.(Mov.) D.DH.�Mox.) (Mox.) D.L.OA.(Mox.) O.L,O,H. Mex.) t s �s (TYP.) 22 J 2'-It• / / 15'o.e. "OR (TYP t 6 OR 16 D.LA.H.(Max.) / 16 R 6A ) 1 6 R 6 16 t sA 1 4A --i 1/4' a;a. 18 qA O ,/® 17'a.e. 9.W. Ma.) M x. D'_34A B.W. N a (TYP.) - t 6 OR g(� - (TYP.)RK F.H. Y S. sm D'-e, (MaF.H. 8'-1 3/8 r-10 3 8'-0' (m X.) 1'-11' P.F.H. P.F.H. 1'-11' L.O.W.(Mow.) ,'-,1• �'' C/9 W.(Moxa C/g cMaxa C/g . .W.(Max.) C� LA.W.(Max., .LO.W (Max.) l) 4'-10 1/2' 9" ) - 4'-10 1/2' 4A / (�•) D.LAA.1(Max. (IYPa O.LO.H.1(Mox. 221 V jLD.LOA.(MOv. LO.W. x. LA.W.1'-F.W. «, 10 f2' _ - 10 /2-" 10 /2 10 Ir _.__..___—__F.W. F.W.(Max. W'cMax.> 3 R 16 R t s IIA/9 1011/9 3 R 16 (B+-A/9 316 R R t s IIA/9 IIB/9 FULL ARCHED OUTSWING DOOR ELLIPTICAL OUTSWING DOOR REGULAR OUTSWING DOOR (XX) (XX) (XX) INTERIOR ELEVATIONS N.T.S. PRODU r R> MW80 MAX. (A,S.D.) DESIGN PRESSURE RATING: as Coluoyin8 cvH61he FkwwD PREFlX LEGEND: DOUBLE DOORS WRH &NO 1• �'rj.l G7 THREE POINT CREM(ONES — F.W. ; FRAME WIDTH `��.•�`��p:TIL(�r' ., — — F.H. : FRAME HEIGHT POSITIVE EO 3��P�' '' ETV ''.�?' = Pd.�°"", — S.W. : SASH WIDTH NEQATNE 85 pd FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) - S.H. SASH HEIGHT = No.44167 - D.L.O.W, DAYLIGHT OPENING WIDTH * 02011 nLwo W0. DOUBLE & SINGLE OUTSWING WOOD R.L/A0. — D.LO,H. OAYUGHT OPENING HEIGHT s STATE OF r a DOORS, W/ WOOD & GLAZED PANELS oRAwN - P.F.H. : PARTIAL FRAME HEIGHT �� 1 C 0 on.. IMPACT PRECIOUS WOOD. INC. "a'!" ,rQ 1LUF 8701 NW 74 AVE.!A WM,FL 11111 111N we a 1-107 lmll�wmc~oO�oG ,u' FM�� .r ranee.)an y'<�aae)a 11 Iommo If Ea-0000710 P.. A �''"�R"N NIa7A' u uan uiym s - 7NCC1 2 OF 10 . 1►A'/9 ,s 1►B'/9 - 11 A'/� 1/B'/9 _ I►A'/9 ,91F V/9 lP.F.H. J(Typ / 21 I . 21 (r I..) 2, J-0 T-6 I/8" 'i// 8•-J' 22 1X(Max.) T-8I 1 B" P.F.N' D.LOH.(1.MOx.) D.LO.H.(Max.) `f 1�6 � O.LO,H. Y� ( ) D.LO.�( D,L.O.H. Ma..) �'O"' 22 TYP, m•oe. 16 6A (TYP.) 18 R 8 ''-11• D.L.O.H.(Max.) — 16 OR t / 16 �1�6A � 16 t s O ® ($ 4A 1'-,R/� 17 a.a. $ 4A s'-„ R/1'� it aa. a'-1 1/P - - s.W ( x.) M.. 8•_0• 4A S.W. M .) (TYP.) t1616 9•-0” (T1'P.) 16 ORFJI. 16 R BA F.H. ... �- (Nex.) V-1(�J/8= (Max,) 7.-e. p K _A 1O.W.(Alex. /- P.F.N. .L,O.W.(MOx.) / 1 A / C'/.7 D.L LW.1(Na..) 1�I (Ma..) C /9- nig 9 N C L0.1Y(MON 1' I1" C 8'-10 3/8' 9" C. ,/7• D.L.O. H.(Max. D.L.D.H.(Max. ( "') 1•_11• 1'-11 1'-I D.L.O.H.(Mex. / --..L.0W )- _2 LO.W. am.J 2 .LD.w. x.) - -. - w�� 10 ys" to /1" /1 10 1/2' m�•) _J,. - -0'F:W.(Mos, '-01 F.W. (tea 19 "RR t 6 1►A'/9 8'/9 3 R(@OR@ 10 Ap/9 1►B'/9 3 OR(@ R16 1►A'/9 1►B'/9 FULL ARCHED OUTSWING DOOR ELLIPTICAL OUTSWING DOOR REGULAR OUTSWING DOOR (XX) (XX) (XX) INTERIOR ELEVATIONS N.T.S. PRODUCfRBNBWE?D MAK (A.S.D.)_DESIGN PRESSURE RATING: r4W, 1Y�with the Florida PREFIX LEGEND: DOUBLEW� (4), © �— F.W. : FRAME WIDTH + J POINTSU OREMONE L- F.H. : FRAME HEIGHT 80 ptfe udCoMrol - S.W. SASH WIDTH :• ,�GENS�e •. A'; FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - S.H. SASH HEIGHT NEGAl1VE 85 �trm,t TILTECO INC. DOUBLE do SINGLE OUTSWING WOOD ILL/AAL- D,L,O.W. ; DAYLIGHT OPENING WIDTH z N0.44167 Y DOORS, W/ WOOD d1: GLAZED PANELS ° - D.L.O.H. : DAYLIGHT OPENING HEIGHT = �11c. IMPACT PRECIOUS WOOD. INC. aE/" - P.F.H. : PARTIAL FRAME HEIGHT e • <J tnwT TLMIINY et 9"am mn C"rMor 0701 Nw 74 AYE.AA sO-xxsa.sINs1/,n.]i1r MAIL R JJiee .r«:l>oh sm. PN:(789)222-0427,FAx:(Jm>sae-Jot 1 1 1-107 0�'GV "Y•" '�,�•?\\\\� a-malE6-000670 � xr "osteal rw rw "sans wx ORAWMO w -JLyFI`�I�� - - _ P.. TE WALTER A.TIWT b.,P.E. 1 x w 11'm " fX[[T J Of 10 IDA U.. H1e7 - ►A'/9, B'/9 2'-11" 10 A'/9, B'/9 (►A'/9, 8'/9 19 -S.W. (Max.�JF 1►A'/9' 8'/9 2'-11' 2'_11" 2'-11" S.W. (Mox.)—� S.W. (Max.) S.W. (Max.) 21 19 19 .H. / P.F.H, 22 D.L.O.H.1(Maax.) 21 2'-11" 8.. M X. 21 3._0„ 21 8 (Mox.) D, O.H.. ox.) 1 B 1 6 P.F.H. 16 6 1.(TYP.) 16 oR 16O.C. 16 OR 6 2'-11" (Max.) 22 2- 1 9" o c. / D.L.O.H. (Max.) O.L.O.H. (Max.) 22 22 (TYP.) TYP. i7 o.a (TYP.)9'- 5/8" 19 4 9'-3 5 8" 9" o.c. Aax. 18 9'-3 5/8" (TYP.)9'-3 5/8- M X. Max. S.H. (TYP.) 1'-11' S.H. 9' O.C. 1'-11" S.H. 1'-11" ( ) (TYP.) 9'-0" (Max.) (Max.) L.O.W. Max.) L.O.W.�Mqx.) (Max.) D.L.O.W, Max.) (TYP.) f.H. D.LOX�Mqx) 16 6 18 OR J 9'-0" 16 OR g� (Max.) 16 R 6 7'_6„ F.H. F.M 1 9 / (Max.) 9 � 1 9 \'/ _(Max.) D/9 [Di/9 D/9 YYY D/9 7,-6" D/9 D/9 J� 1� D/9 (Max. 4'-1 1/2" 4 4 4 P.F.H. 4 18 2'-11„ (Max.) 3'-5 1/8" 1/8" �$ 3'-5 1/8" p,L.O.H _(Max. D:LO.H. (Max. D.L.O.H. (Mqx. D.LO.H. (Max. (TYP.) 19 V 11" 1'-11" (Typ 1' 11" 17 D.L.O.W (Max. 1 9D.LO,W (Max. D.LO;W (Max. ox. . . . ( ax.10 -/2 - 10 /2 11(ol 10�/2' 10-1/2" 10 1/2' 0 1 10 1/2" o.c. B" 9" o.c. 8" 8"9" o.c. 8" 8"9" o.c. 8" 21 (1rr.) L--9" 23 R 16 R 16 21 crYP.> L 23 DR 16 R 16 21 (nP.1 lr 23 R 16 R 16 21 (tra.) I- 23 R 16 R 16 3'-0" 3'-0" 3'-0" F.W. (Max.) F.W. (Max.) .W. (Max.) F.W. (Max.) I►A'/9, 13'/9 1►A'/9, 8'/9 1►A'/9, 8'/9 1►A'/9, B'/9 SINGLE REGULAR SINGLE FULL ARCHED SINGLE 1/2 ARCHED SINGLE 142 ELLIPTICAL OUTSWING DOOR OUTSWING DOOR OUTSWING DOOROUTSWING DOO (X) (X) {X) (X) INTERIOR ELEVATIONS ]PRODUCT REW WED �e0mplyillg wilh 1�Plo�ide Bai1d'iag Code N.T.S. 11710 7 1 O PREFIX. LEGEND: MAX. (A.S.D.) DESIGN PRESSURE RAZING: Apaultnln,ur,� ` SINGLE DOORS WRH (2) `,,�� Q..TIL(/ +�,a Mie10i DSde o°a . - F.W. FRAME WIDTH CREMONE SURFACE @OLTS Q - F.H. FRAME HEIGHT + 3 POINT LOCK�$1 `�Q. GENSF' FLowoA BUILDING CODE (High 'Velocity Hurricane zone) - S.W. : SASH WIDTH POSITIVE 80 pe{ s Qa167 02011 MWO WC. DOUBLE & SINGLE OUTSWING WOOD N.C./" - S.H. SASH HEIGHT NO N DOORS, W/ WOOD & GLAZED PANELS - D,L.O,W. : DAYLIGHT OPENING WIDTHNE114TIVE 65 = * IL EC O imc. IMPACT PRECIOUS WOOD, INC. -10I.L.O.H. DAYLIGHT OPENING HEIGHT -o rSmOs w 5701 NW 74 AVE.M gore. - P.F.H. ; PARTIAL FRAME HEIGHT P''C�, ""�"" f1n 2q-""°"" n1a aN uAMI,FL 331ee w.+: i119WI C.ti:41of1a1-10.11 11-107 F `\ (lei 221-0427.FAM(]OS)425-]011 iww ``\``�, e-mail'.NRaeoOool.00m trx 4001!10. 4 :1nw eeslr axa ORANWJO K WM.ra A.rwr 0"712.•F.E. m"+* SHM 4 ar 10 noxioA ua 44101 BILL OF MATERIALS ITEM III _ Rib DESCRIPWO SIZE MATERIAL 4 REI AFM 1)5 9 0.010"x 1/2" /2"ZED ALLTPFILMETER 1 I FRAME HEAD 1.78" x 6.09" MAHOGANY WOOD 2 1 FRAME SILL 1.92" x 6.125" MAHOGANY WOOD 0.045"THK.x1 1/4"LONG, M SERIES 4085 DOUBLE 3 2 FRAME JAMB 1.78" x 6.09" MAHOGANY WOOD COATED URETHANE FOAM TAPE 4 2 TOP RAIL 2.25" x 6.125"-— MAHOGANY WOOD �5 4A 1 INTERMEDIATE RAIL 2.25" x 4.715" MAHOGANY WOOD 5 2 BOTTOM RAIL 2.25" x 6.996" MAHOGANY WOOD 5 8" 6 2 HINGE STILE 2.25" x 6.125' MAHOGANY WOOD 7 1 LOCK STILE 2.25" x 6.841' MAHOGANY WOOD 0 ACTIVE L 8 1 ASTRAGAL LOCK STILE 2.25" x 6.541" MAHOGANY WOOD O IN-ACTVE i/4 �7 6 ATTACHED TO SASH W1. 16 gage x 1 1/2" FINISHING NALS 1/21, 9 - AS REO'D. MAHOGANY WOOD BEAD 7/8" x 1" SPACED AT 2" FROM CORNERS k 10" o.c. 1/2" NOMINAL LAMINATED GLASS: -11 AS REO'D. CLOSED CELL FOAM STRIP 1/2" x 5/8" FOAM TAPE FULL LENGTH OF SILL _ 3/16'TEMPERED GLASS + 0.050" INTERLAYER +(SAFETY PLUS x er cLAasIAM) 12 1 THRESHOLD (DOOR STOP) MAHOGANY 3/4" x 4" x W-2 1/4" LONG. ATTACHED TO SILL W/ # 8 x 1 1/2" F.H. WOOD SCREW 3�4' 0,010" PET FILM + FIRST 6", 0 20" Q.C. Min. 0.GLASS 3116" TEMPERED GLASS, 050" INTERLAYER +(SWM Pun x eY 1x O AM) 13 AS REO'0. Q-LGN DOOR SEAL AT FRAME PROFILE 5/8' w x 1.00" h SCH_LECEL QDS BSO SASH FRAME BITE 14 AS REQ'O. O-LON WEATHER SEAL AT SN3H PROFILE 3/8" w x 5/8' h SCHLEGEL I QEZO 320 GLAZING DETAIL FOR 1 G 15 AS REO'D. SEALANT - CLEAR SILICONE FRAME 6 FASTENER INSTALLATION SEAANT "GE" STOCK No. GED12A N.T.S. 16 AS REO'D. 1/2"(NOMINAL) IMPACT RESISTANT 0.470-.=-3/16"TEMPERED+ INTEIBAYEA CONSIST OF SAFELY-PLUS If LAMINATED GLASS BY GASSLJN NGI INC. LAMINATED GLASS 0.100 +3/16"TEMPERED W EDGE PET FIX T 1 BA AS REO'D, 1/2" (NOMINAL) IMPACT RESISTANT 0.470'Min.THICK"3/16"TEMPERED+ INTERLAYER CONSIST OF UVEKOI S LAMINATED GUM BY SMITH MOUNTAN,INC. LAMINATED GLASS 0.100"NTERIAYER+3/16"TEMPERED a.5 17 AS REO'D. GLAZING - CL£AR SILICONE 7/8" WIDE & 1/8" THICK 'MM CORNING'No, 995 SIUCONE 18 AS REO'D. STEEL HINGES W POLYESTER MATING S 1 16" x 8 1 4"7 1 8" HERRAJE SIDANEZ, SA. #AR66, WITH (8 (10x1 1/2--WOOD SCREWS / f / / (5) RFA'D LEAF AT-FULL ARCHED/ELUPTICAL DOORS e$ () REQ'D/LEAF AT REGULAR DOORS ' 19 1 3 POINT LOCK WITH BRASS KEEP SET 45 mm B.S.-'FULL HEJG14T SCHLEGEL SL--1&-LOCK-STAINLESS STEEL 'ZO 2 FA13HERR THREE POINT CREMONES FULL HEIGHT STEEL W/-POLYESTER COATING 21 2/SASH CREMONE SURFACE BOLT Min. 12", 22" LONG 12" LONG 0 BOTTOM, 22" LONG 0 TOP 5 7r0.10.0' 22 AS REO'D. FRAME INSTALLATION SCREWS 1/4"FJi, TAPCONS W/ 1 1/4"Min. ELCO CONSTRUCTION PRODUCTS, SPACED AT 9" o.c Max.EMBEDMENT INTO CONCRETE OR BLOCK STARTING AS SHOWN ON ELEVATIONS EACH WAY FROM CORNERS OR BLOCK k 1 1/2"INTO WOOD. MIN. EDGE DISTANCE = 2 1/2"INTO CONCRETE OR BLACK h 1"INTO W00 23 AS REQ'D. WOOD RAISED PANEL 5 '1HK.AT ENOS @ 1 3 4'AT CENTER MAHOGANY WOOD, 3/4" PANEL BRE oAleMIF1A D eee; 24 AS REO'D. CORNER CONSTRUCTION GLUE PLIED AT ALL MORTISE&TENON SURFACES CHEMICAL BOND WW25 EMPEREDGLASS + INTERLAYER +(UWxoL,BY$MATH WKWAIN) 25 1 STRIKE PLATE FOR CREMONE SEE DETAIL, SHEET 8 AISI 304 SERIES S.S. FASTENED TO STILE W/ 3/4" 3/16"TEMPERED GLASS, AT INACTIVE DOOR LEAF LOCK - (3) $ 10 x 1" F.H. WOOD SCREWS Min. 28 1 STRIKE PLATE FOR CREMONE ) 2•x 5"x 18" x 14 GAGE ASI 304 SERIES S.S. FASTENED TO SILL W/ (5) /8x1 1/2" SASH FRAME GLASS k SURFACE BOLTS TOP& BOTTOM / F.H. WOOD SCREWS 81TE FA� GLAZING DETAIL FOAcr OUume Nrro �.60/& MleiMf5/ " 1 3/4" ��' \ " "' FLORIDABUILDINGCODE (High Velocity Hurricane Zone) emn Hueco Nc. DOUBLE & SINGLE OUTSWING WOODNo.44167 DOORS, W/ WOOD & GLAZED PANELSIL EC 0-im . IMPACT PRECIOUS WOOD, INC. a!SASHFRAME tawr TF:fTINO! ANY 6701 NW 74 Nf.M 9•,// , , •(� MR MN.M.f1a]W-NMIIM WI OM.u1se NAM.FL 33186 GLAZING DETAIL FOR WOOD PANEL Z© iV^/ �� a"I:wkoe7n`�1�''�' a. Pm :)'n.x�'7 `dam <'°') ;�11 it-1o7 ,C .11..,••'\ e-mei11 tES-OON71 od.eam oaAwwo M N.T.S. ' N.T.S. WALIM Fl.0xi0A Uel Ni6iE u u+n ,Y+n, s iM[[T 5 a 10 �'. .250"14.875" -I 875 875 9 1.160" 1.000" 1.3 1" 1.967" ;; 0,625" 1. 2" 0,8 5" 1.000 0,�5' 625' 19711" 0.25" L 4.715' 280' 4.235' (' 6.125" -� 3.715" 2.250" 2.861" 6. 9" 2Q FRAME SILL 13 044 CDOR SEAL t4 o-UN MIEA111E1 SEAL- 0,875" 4,25" 1.000" 9 21-5 s 5" 5 D„ SEAL COMPONENTS 50" N.T.S. .500" 9 1.3 5" 2.250" 188" 437" 8 5" 1.125°� ® INTERMEDIATE RAI L 1U FRAME HEAD 6.6.12 soo" 13 o" 0 FRAME JAMB ® RAIL, �. TOP RAH 000' HINGE STILE 541" 00 1,5 0" 1© �R3TOP (iHRE3FIALD) At SILL .799" 875" 875 9 -6.841" 9 1.000" 4.841'-- I 9 3" k797" -y1.000"- S f 1.0 8 5".. 8 5, .50V5' 2. 5 " 3.203" .500" 2. 50" .8 3,7 9" .8 5" 6.9 8" .50 1 5.291" .500" 1.549" 5.791" �•�i" {10x2 1/2" F.H. 3/16"x2 1/2" WOOD SCREWS LAG SCREWS 4" 4" FROM ENDS, FROM ENDS, 1.411" ® 12" O.C. 1.4 5" ® 12" o.c. ® ASTRAGAL LOCK STILE (INACTIVE) �0i1� ;,,�, .200" LOCK STILE (AME) outW�i s 5 7.w., �0 1.125" 1.125" [50a 2.250" 125" ♦♦♦♦♦�� tA�sTi��e� M,wd a aad ♦ L O BOTTOM RAIL 8 L ,125" ♦�` . ��CENS • 9 % FLORIDABUILDINO CODE (High Velocity Hurricane Zone) -1.00 02011 mhco INC. DOUBLE di SINGLE QUTSWING WOOD P•E•/A•o• NO.44167 DOORS, W/ WOOD & GLAZED PANELS 9� MAHOGANIr WOOD BEAD IL E C 0111111c. IMPACT PRECIOUS WOOD, INC. "DATE: rcatow t C"Im a Campmv 11741 MW 14 MIA WOOD COMPONENTS ....- ".�W�.a.,,"�_ �«�.". « tt u,� i��p�• �� n :o"E)aa,-,Ye.a",C a,-,a, tw (71111)172 0447,FAM(aro)43S-3011 1 1-107 i�0j, �/• •• `�j`♦♦♦ "-mei1 m aoow- i• mern, r ,rte `mrua, n� DMWINO M N.T.S. P•E• ` FLORIDA 4117 41167E i m„ , a _ SWEET 8 or 10 7/ J/s• t 11/16. 7 16" 7/16. 1 9/16" 1 3/a• 2 3/a• 1 1/e• 1 5/8• 16• 7/lei 11/16' 3/8'-ri t 11/16.7/16"4 r7 . 1" 0 le 3/8' s3/fe ws 1 BOTTOM TOP VIEW O>PJ (�'1 fFT OPFIXINIXING HOLE 7/16'1 3/4' t 1/4• 1 3/4' 7/16" 7/16' 1 1/4' 7 18" COVER 7/16"J/4, 1 1/4" 1 J/4' 7/16• HOLE 1 5/8" 2 t/2" 1' t tt/t6' STRIP 1/2" 1/2' - 1 2Cr=' t/1e" 1/16" 1 1/2" 5/°+ ' 1/4" SPINDLE - 1 1/2• S/8" 6/6' 05/fe 11/16' ENTER 2 1 16' \%LIDER1/18" 1 1/8" 1 5/16" 2' /1TYPI6" ata/t6' LINE 6 16" 1 1/6' 15/t8" BOTTOM BOLT I ""V 1t/te• 1 3/4" TOP BOLT 1 1/8• 2 11/16" 2 11/16--11 1/e DOUBLE THROW 7 5/a" CENTER CASE LOCK ELEVATION e/ts• 7'- 7/te"7 9/16" 1 3/8' 2 3/9" 1 1/8" 1 5/8' 7/16" 7' r---------- 63 16- -- 5/18" - ---^-------- ----------------103 16" -- 7 ----------------- ---I---------- I /16' 7 16" __5116, 5/e ®® C] ® /16' 7 „ 716" °/8' ®® Q ® 5/1s" I L----___-__ _.____ __-_ ___ __.__r ________- Y_ -�_ ___-^ ^_ __�^^I ^^^_^___^^^J 1/6" t J/4" L y/s� t i/z"! 3/8' 7 s/e' 1 s/a� 3118^ L1 1/2" 1 1/6' r 3/4' 1 t/a 1 1/�-! BOTTOM BOLT 35mm DOUBLE THROW CENTER CASE TOP BOLT BOTTOM-VIEW LOOKING UP (2) HOLES FOR 11/16" -#10 x t' WOOD SCREWS (Typ.) 3/4• 1/2' 3/4°_ 3/4' 2 3/18• 3/4' 1/4•(TYP.) 11/16• 1 11/1°• 3/8°/a• n• —i�/1e" 6/e" 1/2• 1 3/In' 7 te" I RI/4!. vef (3) HOLES FOR 3 4 1/E"(PIP. 1/4"(TYP,) 1116•(TYP. #10 x 1" WOOD t t/2' 1 t/z` 2' I 1/2" t 1/2• 3 I/4" SCREWS (Typ.) TOP/801T0 STRIKE PLATES ® tHIcxNEss:o.000" 6 /4" / ' CENTER LOCK STRIKE PLATE 1 t /1a" 7HICKNESS:0.000 _ I 3/8' ' a<°� ® SL-16 45mm BACKSET DOUBLE THROW- 3 POINT LOCK B �`�di ® l ; 1 lips )/2' 11/leN.iS. Aeaplen 0/ 1 "/1a" ,`„1 A. ``a�� R A. TI II'''i IRvlimni aeon 7 1 e" 1/8' + \\CEN$F•.. �' FLORIDA13UILDINGCODE (High Velocity Hurricane Zone) 3 t/1n•la/ta' ♦5/e• 7/16" s0201+WEao INC. DOUBLE & SINGLE OUTSWING WOOD 6•E•/�• ELEVATION SECTION X-X — i No. 4 167 DOORS, W/ WOOD & GLAZED PANELS Dm"°r (8) 3/18"0 '* IL EC O C. IMPACT PRECIOUS WOOD, INC. HOLES FOR DATE. t Oxt 1/2" F.H. �% O'a/ �yp S4�•aID [1101 M eypevice ru w CCU 570 ►�3331°� 1 1-107 WOOD SCREWS 18 E 9','.••'8+4�� ••• oft ail: .batt a:-�.+: PN.(7u)an-0+m,FAX:( )+aa-wit SOME:31W� 1' ie�� S`/• `�� e-mail:tE111-�0,e1.com �,x asesro+ — — me.r. eua Dlt�w+row MAt1FA A llllJf Jr.,P.E. ' "�� _ _ aNER 7 OF 1° slalna ue, +ao 1/ 1/2" L—.__ KNOB ATTACHED TO BOLT TOP2 1/8 TOP STILE.F LEAF 2 1/8' STILE LEAF 1/4" W/ (1)3/16"00/8" -- " 01/4" O O 0 0 1 01 1/4' 1 1/4.. (3)GUIDES REM W/ (2) 08 x 2" O 0 2) GUIDES REO'D. WOO SCREWS TO STILE 0 0 W/ (2) B z 2' TYP.TOP Al BOTTOM (3) GUIDES REO-D. W/ D SCREWS TO STILE. (2) +8 x 2' 0 O - O O WOOD SCREWS TO STILE TYP. TOP dt BOTTOM 11 16" CONT. BOLT 11/18" CONT. BOLT 11/16" CONT. BOLT 11/18"CONT. BOLT -N51 1018 STEEL MSI 1018 STEEL W/ VARIES "'NSI 1018 STEEL W/ ES f-AISI 1018 STEEL W/ W/ 1{2• 1/2" PENETRATION PENS RATION TO FRAME. 30" Max. 1/2' PENETRATION 30"Max. 1/2" PENETRATION TO FRAME. TO FRAME. TO FRAME. 2 O 0 - 2 (3) HOLES FOR O O 10 x 1" 0 0 OD SCREW 1 13/19" 3) GUIDES e8 REO-D. 01/4" O O W000 SL`REIVS TOSTILE 0 O _ O O O O EDGE OF { EDGE OF SASH j(�P/BOTTOM) 3 15/16". - -8 - 5 v/1-6., _ 1/2" ^ 9/1.6" 9/t6 9/18" 11/16" 9/16- ""✓ O OCK Oc - nnnrnd.��_i17N LnYf_�_4 SIDES 0 o a 0 0 © CREUONE SURFACE-OQUES —-_— N.T.S. O 2' 3" J" 3" 3" 2" In CREMONE INACTIVE 0 0 2 /2' (TYP.) 2 F/2' AISI 304 SERIES SS THICKNESS; 0.090" V S330"Max. 2 1/2' PRODUCT RFTQEWED >b eoa101YN8 with We Florida I CP 0 O075' bR CREMID1/2 F SURFACE to .0[ AI I and scents ssFLORIDA BUILDING OWE (High Velocity Hurricane Zone) A4107 02011 mTEc0 NC. DOUBLE d; SINGLE OUTSWING WOOD 0 0 T ' " DOORS, W/ WOOD & GLAZED PANELS a'A`"I 2' in. IL EC O�Nt. IMPACT PRECIOUS WOOD, INC. " BOTTOM OF LEAF BOTTOM OF LEAF g STILE. STILE. - T[i M! COMMNT sol tAr is .M t `�• :aas x.YL xL MW L.•x.xa.wnM.arses.A MIN W/I(7aa)212 A.FL ulltt(�0)42e-3ott 1 1-107 FARHERR THREE POINT ® O°i S'/ �Y —man:tmoe1eE Scool— � � Idf •se•rror •ur o• .IGI.vI ss REIIONE AT ACTIVE LEAF GREIdONE AT INACTIVE LEAF F.. TE «�t�:i,ei , alar a ai to XISTING ETE a. ISTING CONCRETE EXISTING B OR STRUCTURE 2" P.T. WOOD BUCK POURED CONCRETE BLACK WALL.Ott 1" P.T. WOOD BUCK REQUIRED. POURED CONCRETE 4A..'nf REQUIRED.' --�®O C-C a . STUCCO 1 1/ 3 3 FINISH EMBE . ... 1 1 a"MIn. 1 rJ - 1" P.T. wao0 DUCK ( 1 (TOP& BOTTOM) W 41/4"Max. SHIM e 9 13 1 9 9 9 9 1 1/4"MIn. E.D. t 2" E. E TEDI�ENT 14 4 d s 19 .... 2 16 OR 16 OR :(ver .:,''-.:y:;,( FIT 1/4" s 7 $ 6 1$ STUCCO (ONLY AT A'-A') MAX, 1'-11 �'-L'" 1/4" FINISH 4 SHIM 1S L.oA(Max.) 19 13 O.L.O.W. (Max.. 15 MAX. 16 OR 9 (ONLY AT C'-C') -SHIM EXISTING STRUCTURE ) (man. SECTIONS C-C. dC C'—C' (XX) (Max) g DA NT D "P.T.WOOD BUCK N.T.S. 1Q(t�EY0N0) 41/4'Max.SHIM 13 1 EXISTING 1" P.T. WOOD BUCK EXISTINGCONCRETE 1 OR STRUCTURE 2" P.T. WOOD BUCK BLACK WALL POURED CONCRETE 4_ ETE * c 7�9 2 Y2EQUIRED. 1 B GR 1 VA - - 'g (ONLY AT B'-B')11� ZTOP-& -- 1EM 1/2" DMENC BOTTOM �L q}jj 16 OR 1� ® 1 Q BEYOND) 0".) (BEYOND) 0 B-B 9 1 1/4'Min'. .EA. (Max.FOR REGULAR ) AR DDDR E EMBEDMENT a 7'-0 1/a'O.L.O.H. OR ° ° Q (Max.FOR ARCHED a EU1prek DDDR) ' 1 V OR 1 9 ©(TOP a BOTTOM) I ®OR 16 } k Ih 13 1 g OR 3 (ONLY AT s. (TOP 5 1/4" 1$ 6 1 3 L.O.W.l(Max.) s 1/4" FINISH LSTUCCO 5 MAX. 1•-11" 9 0 A-A ® 13 6 SHIM 4 1 bSHIM O.Lo.H. (Moxa 9 0 A._A14 . 9 5 (TOP " BOTTOM) 1 Z Z 1 SECTION D —D (X1 p1 mcrRmmED N.T.S. a9...Oyins with dw Fhrt(da (ONLY AT A'-A') 1 1. ,�" BUCK -Bu'IdinOoN` "" 1 os 77 d 1O 3 6 2 1EL�PE EN EXISTING Et�E < 4 Z . .a e ') POURED PmductCaurd ° 4_ d. CONCRETE ` 12 2 E.D. P J �` FLORItL1BUILDING CODE (High VelOclly Hurricane Zone) �ENSF'. IS non 02011 TILWOO INC. DOUBLE & SINGLE OUTSWING WOOD 1141AA• EMBEDMENT 11 1 _ No.44167 (E.M - z'P.T.W0o0 RUCK SECTIONS B-8 & 8'-8' _ ,* DOORS, W/ WOOD & GLAZED PANELS +�' N.T.9. _ IL EC'0. IMPACT PRECIOUS WOOD/ INC. 2 EXISTING Taln TEf11No a ENOIN9eM COMPANY °701 NW 74 Ave,#A ° POURED SECTIONS A—A do A'—A' - o�f�G ��`'�: '"� .:',>a' ,'�a:;�'�a°:°"vy1. M»,I,FL a�1e° 11-107 °+ ' d A. CONCRETE ` PN (lea)aaa o4a7,FAX(aos)aae-xf1 N.T.S. F C? �� 4-mae:tllaa0Oo01.o0m �° �� Not aaafrfw avf OMWNKi N' d. d ij E9-°0°6719 f - MITER A 9WT Jr.,P.E. 91%ET 9 Or 10 // Rl]RxM Lc. N167 f D WOOD EWT 2'x1"xl/6" BENT STRAP W/ ' W/ 11/2" Min.EEMBEDMENSCR (3) 3/16'•x1. 1/2' LAG SCREWS AT EA. LEG FRAME ROM HEAD TO JAMB 2"x1"x1/8' BENT STRAP W/ (NOTCH W000 TO FIT STRAP FLUSH) O 2"x1"x1/8" BENT STRAP W/ (3) 3/16'x1 1/2" LAG SCREWS AT EA. LEG #14x3'SLOTED WOOD SCREW `~� ��' (3) 3/18"x1 1/2" LAG SCREWS AT EA. LEG �� J?7je" #14x3'• SLOTTED WOOD SCREW (NOTCH WOOD TO FIT STRAP FLUSH) (NOTCH WOOD TO FIT STRAP FLUSH) �' W/ 1 1/2" Min. EMBEDMENT W/ 1 iFROM Min. HEAD TOOJAMB i�ENT / r' FROM JAMB TO HEAD FRAME HE /f -' �IBIa DETAIL FRAME 11 BC/LEI 3/18'^1" WOOD /i` JAMB BEAD ©'©°R 8 - SI1LE � 1 TYPICAL REGULAR IFROE TDP f glECibN APPLIED AT ALL /' I SCALE:3/1e" s V MORTISE AND TEND N SURFACES ((I .//10x]'• � i �Y60�S6REW \ _ -NTf3RAILRMEOLIATE �.� - -2-"xi"x7./B'BENT--STRAP W/ J (3)3/16"xt 1/2" LAG-SCREWS AT EA, LEG (2) /140" SLOTTED WOOD SCR (NOTCH WOOD TO FIT STRAP FL=USH) i W/ 1 1/2" Mtn. EMBEDMENT AE ` FROW JAMB TO HEAD FRAME SOME: 3/1e'a 1^ JAMB TIPMAHERMI IPTkaJI MK TM CDNNE=N SCALE: 3/18"a 1' N 2"xi"xt/6" BENT STRAP W/ (UTOR 8 (3) 3/16"x1 1/2" LAG SCREWS AT EA, LEG FRAME STILE (NOTCH WOOD TO FIT STRAP FLUSH) INICTAU ATION aEALANT NOTE: �" SILL FRAME AND ALL EXPOSED INSTALLATION (2) #14x3"SLOTTED WOOD SCREW FASTENERS MU BE PROPERLY SEALED W/ 1 1/2" Min. EMBEDMENT PRODUCTRENBWED 4 OR -w WITH SEALANT FROM JAMB TO SILL tee` a complying will Me florid. Building Coda �O pcaplal No 10 TOP OR BOTTOM «r/000 RAIL 1140" SLOTTED 00 SCREW W/ 1 1/2" Min. EMBEDMENT BY FROM Cooled FROM SILL TO JAMB miwrol APPLIED A ALL r / ��` A'TQZ SCALE: 3/16" - 1' MORTISE FACES ON �.:•'�\'fElvs •,. FLORIDABUILDINOCODE (High Velocity Hurricane Zone) (1) #10x3" a ND•44167 02011 TILTF00 INC. DOUBLE & SINGLE OLITSWING WOOD WOOD SCREW �� DOORS. W/ WOOD & GLAZED PANELS oRAevn BY: IILIEC O imc. IMPACT PRECIOUS WOOD. INC. ' ,1/l0/n N 84y Q � TL/TM A CNBBIEdtlNO CBMANY 8701 NW 74 AYE IIAMTE:C\ .x.few.W.W.,fns-walq e.ma+a.M1 a1:M WW6 FL 331&AM TWMM COOMM (MOM VIEW Tye'�,1';�wd PH:L78a1222 0427.FAx t3osJ 4M-30,1 11-107 •-.... - •c��"�� .-moA:tBlecoOad.eem DRAWMW K SCALE:3/18' 1" > si"t E9-0008711 aw• eefaws r♦e er• mn..wr ew P WALTER A 11LL1T Ji, P£ SHEET LO 0T 10 U RIM LIG f4N87 a MIAMI• MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wivw.miamidade.eov/economy Trulite Window&Door Solutions,LLC 8130 NW 74's Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than.Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Impact View"Aluminum Fixed Window--L.M.I. APPROVAL DOCUMENT: Drawing No. W03-39, titled "Impact View Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 06/10/03,with revision F dated 12/23/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miarni-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0118.11 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ,+�/ NOA No. 13-0326.08 MIAMI-DADS COUNTY Vt.02 Expiration Date: March 04,2019 51 Approval Date: June 06,2013 Page 1 Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during is rview do not relieve the contractor fromcompliance the specifications. with requirements of the drawing general conformance This check is only for review of g with the design concept of the projectad a contract ngeneral compliance with the information given in documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of that of all construction, coordinating bin's work in a safe and other trades and performing satisfactory manner. Innovative Structural Design, Inc. Mare A. Jean, P.E. M IAM I=DARE MIAN11-DADE COUNTY PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONO111IC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADINIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE {NOA) ivvv.miamidAde.gov/economv Trulite Window&Door Solutions,LLC 8130 NW 74h Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Impact View"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W03 39, titled "Impact View Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03,with revision F dated 12/23/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change ii the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0118.11 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 Manuel Perez,P.E. NOA No. 13-0326.08 MIAMMADE COUNTY Expiration Date: March 04,2019 ®® dpi 1 Approval Date: June 06,2013 + Page 1 Trulite Window &Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-0710.01) 2. Drawing No.W03 39,titled Series"Impact View Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 06/10/03,with revision F dated 12/23/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. -12-0118.11) 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 marked-tip drawings and installation diagram of a series"Impact View" aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3467, dated 03/31/03, signed and sealed by Joseph C. Chan,P.E. (Submitted wider NOA No. 03-0710.01) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBG TAS 202--94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series"Impact View" aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3553, dated 03/31/03, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-07.10.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2004 and FBC-2007, prepared by Al-Farooq Corporation,dated 10/02/08, signed and sealed by Humayoun Farooq,P.E. (Submitted imder NOA No. 10-0804.06) 2. Glazing complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manuel P P.E. Product ControVE liner NOA No. 13-0326.08 Expiration Date: March 04,2019 Approval Date: June 06,2013 E- 1 Trulite Window &Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13, expiring on 05/21/16. 2. Notice of Acceptance No. 12-1213.041 issued to SAF-GLAS,LLC for their "SAF- GLAS Polycarbonate GIass Interlayer",dated 01/17/13, expiring on 12/16/13. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05/05/10,expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest,dated March 19,2013, signed and sealed by Javad Ahmad,P. E. G. OTHERS 1. Notice of Acceptance No. 12-0118.11, issued to Trulite Window&Door Solutions, LLC for their Series"Impact View"Aluminum Fixed Window-L.M.I.", approved on 02/23/12 and expiring on 03/04/14. Manuel Per Product Control E a tit r NOA No. 13- 6.08 Expiration Date: March 04,2019 Approval Date: June 06,2013 E-2 r J FALSE MIRIIINS SUWAGE APFLIED 12"hm. FROM ENDS A HEAD/SILL FW � II 0 II C li !I jj ii li' �t3 11 II II II II II �y7(] '� jj II 11 11 II It II t•1 �j W� II 11 i 11 II iv �1 qq 11 11 II II _ 11 II 11 z ¢ u n n u u WINDOW WIN" w1oT N SH 6 I ii ii it n ' 109 3/4.. a v D.L.OPG. 3 -/ 114" n 3 3 WINDOW WIDTH t0 TYPICAL ELEVATION x WINI I WINDOW WIDTH TESTED UNIT n S ' i r I ----i Q 0 „ G I� J ? � —J IMPACT VIEW ALUMINUM FIXED SWINDOW WINDOW WINDOW WINDOW WIDTH APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 8 C _I if COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER I o MIAMI–DADE COUNTY APPR'D WINDOWS USING MIAMI–DAOE COUNTY 41ODUCTRENE%x51 c ' APPROVED MULLIONS IN BETWEEN. ucomplDl.1with Ile Flodbl. I' LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL %ldlag Code WILL APPLY TO ENTIRE SYSTEM. Acceptor No- sN ' � I � % ' � i F•spirallon Date �l� 3 r 3 DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS b'. L J SHOWN ON SHEETS 2 & 3. - Miami hde Prddod,, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -1_T /// 8 F WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYT!#SE WINbOW ARE•RATb FOR LARGE & SMALL MISSILE IMPACT. HURRICANE ZONE(HVHZ). SHUTTERS ARt•W'REQUIRED. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER +� q 2c FLOADS TO THE STRUCTURE. F g..JAVA A a e A - ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CML BASi 3 EMBEDMENT TO E MATERUIL SHALL BE BEYOND WALL DRESSING OR STUCCO. Ri1'PE�jb7o5B2: CA. 7f 3 N. 38 PTtODTtCI'RTiVISBD ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE asa"Iy1tillvdiliftillorlds NOT PART OF THIS APPROVAL, �lg �,f♦ b A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ry101 �+ drawing no. [$R.'F1 WABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE MATERIALS INCLUDING BUT NOT LINKED TO STEEL/METAL SCREWS,THAT COME �AWO3-39 ED BY INSCRIBING PICTURE WINDOW SHAPE WRHIN SQUARE OR RECTANGLE AS INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE rot N IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. REQUIREMENTS OF THE FLORIDA BLOT CODE SECTION 2003.8.4. sheet T of 8 DESIGN LOAD CAPACITY - PSY �� CLASS TYPE'S' GLASS TYPE'C' 15r WINDOW DIMS. ANCHORS TYPE'A'ANCHORS TYPE 'E' ANCHORS TYPE'A'ANCHORS TYPE'S' Z � WIDTH I LENGTH EXT.(+) INTA-)I EXT.(+) INT(-) EXT.(+) INTA-) EXT,(+) INT.(-) Q zd 19-1/8" 80.0 Boa 80.0 80.0 SILO 80.0 80.0 60,0 F p, 28-1/2- 28" 80.0 80.0 80.0 80.0 BOA 80.0 80.0 80.0 37" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 53-"18" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 28-112" 38-3/8" 60'0 80.0 80A 80,0 80.0 80.0 50.0 80.0 $ n 37" 64.9 64.9 64.9 84.9 SO.O 80.0 SO.O 80.0 cttMt�f�33 53-1/8" 82.5 82.5 62,5 625 79.6 79.6 80.0 80.0 `4 19-1/8" 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 A! G 28-1/2" " 80,0 80.0 60,0 80.0 . 80.0 80.0 80.0 80.0 L . 50-5/8 Z 37" 64.9 84.9 84.9 84.9 8010 80.0 80,0 80.0 53-1/8" 47.4 47.4 47.4 47.4 73.6 73,8 80.0 80.0 19-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 i 28-1/2" 83" BOA 80.0 50.0 8010 80.0 80.0 80.0 80.0 37" 64.9 84.9 64.9 64.9 75.6 75.8 80.0 80.0 R+ 53-1 45.2 45.2 45.2 45.2 64.3 64.3 80.0 80.0 19-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 25-1/2" 80.0 80.0 80A 80.0 80.0 80.0 80,0 80.0 WIDTH AND LENGTH DIMENSIONS CAN HE ORIENTED 7+-1/4' VER iCN.LY OR HORIZONTALLY/IS SHOWN ASWE. 37" 84.8 64.9 84.9 84.9 70.4 70.4 80.0 60.0 153-1/8"1 45.2 45.2 45.2 45.2 57.3 57.3 80.0 80.0 Q I I.X 1 NOTE: a GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-04 (3 SEC, GUSTS). aM N 00 f F 3/16" HEAT STREMD GLASS 3/18"ANN. GLASS 090"INTERLAYER 090"INTERLAYER SAFLEX KEEPSAFE MAXIMUM SMLEX KEEPSAFE"MXIMUM BY'SOLUHA' BY'SOLUIIA' OR 3/18"ANN.GLASS 100"INTERLAYER 'F-GLASS POLYCARBONATE LAMINATE SILIDONE 1OR 20 INTERLAYER PECORA 895 UVEKOL-LIQ.RESIN O.E. SILGLAZE 11 SCS2800 BY'SURFACE SPECIALTIES' �ItObtICYL1FJ'11C1WfX! SCHNEE-MOREHEAD SM5731 v cua 1 wish tYe Flwiii 3/16"HEAT STREN'D GLASS 4"tptBCode iii 14 AcetptsnttNe " z SILICONE BratlonDate L�tr1 7h S Y g o y1 q PEGORA 895 11,34"} 3 5 O.E.SILOIAZE II SCS2800 A11am Ude PrddOtt,Cou 03 ! .I !I II SCHNEE-MOREHFAD SM5731 •• ,� O FF[F�dd? i- 1 � I I! o9r:OAYAo � t RA.PE ,77pp692 CAIN. 536mmcrvBvlsm h aoniptylu4wflhLMFltrclda y u egdingCbN e drawing no. GLASS TYPE '1l' GLASS TYPE 'C' 201¢ GLAZMG DETAILS � p1� ads Pro comm W03-39 sheet 2 of 6 DESIGN LOAD CAPACITY - PSF y,U ASS TYPE IS, CLASS TVPR'C' WINDOW DIMS. ANCHOR MASS 'A'ANCHORS TYPE'E'ANCHORS TYPR'A'ANCHORS TTPE IS p 0 V1DTH LENGTH EXT,(+) 1Nid-> EXT.(+) INT,(-) EXT(- INT.(-) EXT.(+) INT.(-) x 38" 68.7 66.7 66.7 66.7 76.8 76.9 60.0 80.0 NOTE: F 42" 57.1 57.1 50.0 50.0 73.1 73.1 80.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE 4a" 50.0 50.0 50.0 50.0 72.0 72.0 e0'0 aD.D BASED-ON ASTM E7300-04 (3 SEC. GUSTS). $ 54" 48' 50.0 50.0 SU.O 50.0 72.0 72.0 80.0 60,0 90" 50.0 50.0 50.0 50.0 60.0 60.0 80.0 80.0 ar q 66' 50.0 50.0 50.0 50.0 61.7 61.7 80.0 80.0 ny 72' 50.0 50.0 5D.0 50.0 54.0 94.0 60.0 80.0 o !I 36" 66.7 68.7 66.7 65.7 68.6 95.6 80.0 80.0 _ 42" 57.1 57.1 5010 50.0 63.3 83.3 80.0 80,0 0 43� 48" 50.0 50.0 50.0 50.0 80.0 80.0 80.0 80.0l; 54' 60" 44.4 44.4 44.4 44.4 58.2 88.2 80.0 80,0 LL Z 60" 40,0 40,0 40.0 40.0 57.8 57.8 80.0 80,0 0_j 66' 40.0 40.0 40.0 40.0 57.9 57.6 80.0 80,0 F);l{ 72' 40.0 40.0 40.0 40.0 49.4 49,4 80.0 80.0 36" 54.0 64.0 66.7 68.7 64.0 84.0 80.0 80.0 42" 57.1 57.1 50.0 50.0 58.1 58.1 80.0 80.0 48" 50.0 50.0 50,0 50.0 54.0 54.0 80.0 80.0 v 54" 72" 44.4 44.4 44.4 44.4 51.2 51,2 80.0 80.0 60" 40.0 40.0 40.0 40,0 49.4 49.4 80.0 80.0 q yI^ 66" 36,4 36.4 38.4 36.4 48.3 48.3 72.7 72.7 o aS 72" 33.3 33.3 33,3 33,3 48.0 48.0 66.7 66.7 X CL 38" 87.1 61.1 66.7 66.7 61.1 61.1 80.0F-25220, m 42" 54.9 54.9 50.0 50.0 54.9 54.9 80.0 m <48" 80.0 50.0 50,0 50.0 50.4 50,4 80.0 t M 54" 84" 44.4 44.4 44.4 44.4 47.2 47.2 80.0 80.0 s J 60" 40.0 •40.0 40.0 40,0 44.8 44.9 Sao 80.0 l�. ddd666 43.1 43.1 72.7 72.7 72" - - - - 42.0 42.0 66.7 66.7 Q M 38" 59.1 59.1 +44.444.4 59.1 58.1 80.0 80.0 42' 52.7 52.7 52.7 52.7 80.0 8D.0 F- 49 98, 48A 48.0 48.0 48.0 80.0 80.0 O 54' 44.4 44.4 44.5 44,5 80.0 80.041.9 41.9 80.0 60.0 88' - - ^ 39.9 39,9 72.7 72.7 �( Q 36' 57.8 57,6 63.2 63.2 57.6 57.6 a0.0 60,0 42' 51.1 51.1 50.0 50.051.1 51.1 ao.0 60.0 0 48' 108" 46.3 48,5 50.0 50.0 46.3 46.380.0 80.0 88 54" - - - - 42.7 42.7 80,0 80.0 q 39.9 39.9 80.0 80.0 13 30" 60.0 60.0 62.5 62.5 60.0 80,0 8D.0 80.0 I RODUCT RENEAYED 42' 53.1 53.1 50.0 50.0 53.1 53.1 8D.0 80.0 an complyina with the Puff&'lnkllnC Cafe c a 46' 114' 48.0 48,0 50.0 50.0 48.0 48.0 80,0 80.0 ""Z"07 No - a g O c 54" - - - - E:pirn0on Dnle rwwj c o m 44.1 44.1 80.0 80.0 80" - - - - 41.1 41.1 80.0 80.0 L Ey_ 4ILL 1. 30" 56,5 56.5 61.9 61.9 56.5 56.5 80.0 80.0 Ailum Dade Product Coa(m-, 42" 1�, 49.9 48.9 - - 49.9 49.9 80.0 SO.0 Enyrt vAVAD VI 41" _ _ _ _ 45.0 45.0 80.0 80.0 ' PC 54" 41.3 41.3 50.0 BD.O # _ �W92. �. PRODUCTRBYISED Ai 36" 55,6 55.9 60.9 80.9 55.8 55.6 80.0 8D.0 9) wkhftNIWId6 42" 132' - - - - 1 48.9 48.9 80.0 SD,O AC66pgn96NO 48" - - - - 44.0 44.0 80.0 80,0 b • Q drawing Do. � 144" 54.9 54.9 60.2 80.2 54,9 54.9 90.0 80.0 MOIN AND LENGTH DIMENSIONS CAN BE ORTED -' 42" - - - 48.2 48.2 80.0 80,0 vERDCALLY OR HORIZONTALLY As SHOWN ABOVE. � 'O`�. MI 646 Cotxro W03-39 �� shoat Sof g TYPICAI.ANCHORS TYPICAL.ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT 13Y TRULITE U SEE ELN.FOR SPACING SEE ELEn.FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 161' METAL Z WQOD.eU�M STRUCTURE Q H zd MWAI-DARE COUNTY APPROVED ' MULLION &MULLION ANCHORS • SEE SEPARATE NOA 2 4 TYPICAL ANCHORS: SEE ELEV.FOR SPACING 0 y�yj 5 jl ii TYPE 'A'- ,3118"TAPCONS BY 'ITW' WE I�.r "7YPICAL 3/18" ULTRACONS BY 'ELCO' SEE ELEVS. FOR SPACING a INTO 20Y WOOD BUCKS OR WOOD STRUCTURE F 1-3/8"MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY v DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o I TYPE 'B'-1/4'TAPCONS BY'ITW' 3 1J4" ULTRACONc_ BY'ELCO' B INTO 2BY WOOD BUCKS OR WOOD STRUCTURE O i• is 1-3/8" MIN. PENETRATION INTO WOOD co 14 M _ is is THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W ^�1 G o DIRECTLY INTO CONC. OR MASONRY S Z n II 1 1-1/4"MIN. EMBED INTO CONC. OR MASONRY 1116"TEKS OR SELF DRILLING SCREWS (GRADE CR I �8 INTO METAL STRUCTURES !i it STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) !j ALUMINUM : 1/8"THK. MIN. (8083-T5 MIN.) �j (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i• /10 SMS DR SELF DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS of - i (NO SHIM SPACE) II j ANCHOR EDGESq TANCES TYPICAL ANCHORS INTO CONCRETE AND MASONRY- 1-1/4" MIN. 'I SEE ELEV.FOR SPACING 2 I INTO WOOD STRUCTURE = 3/4" MIN. i3 INTO METAL STRUCTURE = 1/2" MIN. 4 v d - O ' FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH GE SILICONE SEALANT. pp gr.• VADAT o 9 Q - CNX. :. - d• • •• FIA.PE i M7$92 _ + �. . RtODUCTRENETtl0 CAN, a PRODUCYRBNSBD 3! d c • •. a cweppingwltAtheFlorift w--mlAringWlhdwplodde g g • d 110,11.pCod. BuplRyCodoi8•�, $ 6 ••>S 2'WOO Au'ptsnce No 0$ a .'*'.-•.'A'. . '� TYPIC OR 1?aplr.RonUale a drawing rro. ,• SEE ELEV.FOR SPACING - WO STRUCTURE ri wderrba�r(coa R+ his •.».Grr W03-39 sheet 4of g a. od � � �a h D 1/4"SHIM dJ a� 1/4"SHIM MAX. TYPICAL ANCH . © D.L. OPG. �y., TYPICAL ANCHORS 1/4'MAX. SEE ELEV.FORRSSPACING2 ^_ • SEE ELEV. FOR SPACING SHIA1 4 z 3 Q -.._.._.._.._.._ _.._.._._.._......... 3 t - MX;WlURE ____ ITAI STRUCTURE QQ .. X W TURE 5 ' IWOOD BUCK $>tp :• - � Q t0 e z31O I • 4 .� Q �d•M N EXTERIOR 3 WINDOW WIDTH Q o o_ "I O MIAMI-DARE COUNTY APPR,O MULLION TYPICAL ANCHORS SEE SEPARATE NDA SEE ELEV.FOR SPACING itOD11CT RENEWYU m complying whh the FIoFW 9.11lp Code M AcpivAl nu f- xpira0on IMte u o W Fliaml de Pr6ddti Coef ngr. AVA�O•AHW rwliL' � 33 .F c•AN. is 2 - ROOUCTRBVIno _ wwoowWIDTH YnNoow wIDTN compbh��ggwllht6sFloridoIT coPtalcON 12.1 •�� _ � drawing b no, i�tiplti + , t,i W03-39 sMet rj of 6 1TBN PART/ QUANf7TY DRRCWPT8IN _ MATBRIAL MANP./8UPPGBR/R9MARK8 t, u • 1.384 .599 1,611 - 1 YE-88 ♦ WINDOW FRAME 6065-75 - TI M 2 YE-1405 AS REDD, GIAZINO STOP(OPRONAL) 6083-75 - a YE-816 4 COYER PLATE 8085-TS - .735 A43 �9 4 YH-1465 4 FRAME CORNER KEY 8083-75 - Q 5 YH-622 AS REQD. GLAZING WNYL YMri SULLNAN a 1,3146 m9P - 8 YF-10 2/CORNER FRAME ASSEMBLY SCREWS - OB X r PH SMS ySO� U L1 1.964 WINDOW Y pN� WINDOW FRAME oo a o am"= LL 4 /� Q .668 GLAZING BEADuj / 4 I CC LL I ¢t toe W OINITS AT CMUTAR s 3 WINDOWS ¢ ZO M 0 D CIRCULAR WINDOWS RECT, OR SQUARE WINDOWS TYP. CORNER DETAILS RODUCPRF,NEWEU "c"PlrinKwIlhthe F'brWt C M _01diRK Code 4nepMnet No 13-0 68 6 ry 8 F.cpintloo Ihi_ tq li,o n r� ISNM D hda6NCes a l9n _ L/I b 6 g3 EVIL 3 FLA.PE CAT > e 2. PRODUCT'REVIBDD 8 { =11=1.. s 1=1..inBwllhUteP►otide ` IktildinBCedo •11 drowing no. W03-39 'I a6 t6attct nmoi sheet sot 6 i MIAM�I•QAD MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT,OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(186)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miumidade.gov/pei-a/ Impact Precious Wood,Inc. 5701 NW 74 Ave,Suite A Miami,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Double&Single"Outswing Wood Casement Windows-L.M.I. APPROVAL DOCUMENT: Drawing No. 11-109, titled "Double & Single Out-Swing Casement Windows", sheets 1 through 10 of 10, dated 03/30/2006 with revision "1" dated 11/10/2011, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P. E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section.,--- MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with manufacturer's name or logo, Bogota D.C., Colombia, model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date. may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.06-0809.03 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. CMEM NOA No.11-0817.11 ,hSExpiration Date: October 12,2016 Approval Date: January 19,2012 �U!rv- Page 1 Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Innovative Structural Design, I c. Mare A. Jean, P.E. i' % �� MIAMMIAMI—DADE COUNTY * PRODUCT CONTROL SECTION DEPARTMENT,OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175--2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) i mid ova er Impact Precious Wood,Inc. �- 5701 NW 74 Ave,Suite A Miami,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Double& Single"Outswing Wood Casement Windows-L.M.I. APPROVAL DOCUMENT: Drawing No. 11-109, titled "Double & Single Out-Swing Casement Windows", sheets 1 through 10 of 10, dated 03/30/2006 with revision "1" dated 11/10/2011, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P. E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with manufacturer's name or logo, Bogota D.C., Colombia, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.06-0809.03 and consists of this page 1, evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. CMIAMI RADE COUNTY NOA No, 11-0817.11 � VOA Expiration Date: October 12,2016 1h Approval Date: January 19,2012 o k%Z Page 1 Impact Precious Wood,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11-109,titled "Double & Single Out-Swing Casement Windows", sheets 1 through 10 of 10, dated 03/30/2006 with revision "1" dated 11/10/2011, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Side-Hinged Door Systems, per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of Mahogany Out-Swinging Entrance Doors, prepared by Fenestration Testing Laboratory, Inc. Test Reports No.'s FTL-4560 and FTL-4552, dated 07/20 and 12/05/2005, all signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 06-0809.03) 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Mahogany Out-Swinging Entrance Doors, prepared by Hurricane Engineering Testing, LLC, Test Reports No.'s HETI-04-1923A and HETI-04-1923B, dated 10/05 and 11/11/2004, all signed and sealed by Ivonne Ghia,P.E. (Submitted under previous NOA No. 06-0809.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Tilteco, Inc., dated 04/20/2006, signed and sealed by Walter A. Tillit,Jr.,P. E. 2. Glazing complies with ASTM E1300-98/02 (Submitted under previous NOA No. 06-0809.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 084709.04 issued to Nebula Glass International dba Glasslam N.G.I., Inc. for their "Safety-Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. Jaime D.Gascon, Product Control Section Supervisor NOA No. 11-0817.11 Expiration Date: October 12,2016 Approval Date: January 19,2012 E—1 Impact Precious Wood,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their"Uvekol S Laminated Glass Interlayer",dated 05/05/10,expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2010 and ANSI/ AAMA/ NWWDA 101/ I:S.2-97, dated 11/16/2011, signed and sealed by Walter A. Tillit, Jr.,P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC-2007, dated 08/11/2011, signed and sealed by Walter A. Tillit,Jr.,P. E. 3. Distributor Agreement between Colmad,Ltda., Bogota, D.C., Colombia and Impact Precious Wood, Inc., Miami, Florida, USA, dated 11/16/2011, signed by Marebel Reyes Bustos and Ruth V. Giraldo, respectively. 4. Laboratory compliance letter for Test Reports No.'s FTL 4560 and FT"552, issued by Fenestration Testing Laboratory, Inc., dated 07/20 and 12/05/2005, all signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 06-0809.03) 5. Laboratory compliance letter for Test Reports No.'s HETI-04-1923A and HETI-04-1923B, issued by Hurricane Engineering Testing, LLC, dated 10/05 and 11/11/2004, all signed and sealed by Ivonne Ghia, P. E. (Submitted under previous NOA No. 06-0809.03) 6. Proposal issued by Product Control,dated 07/26/2005, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 06-0809.03) G. OTHERS 1. Notice of Acceptance No. 06-0809.03,issued to Impact Precious Wood, Inc. for their Series "Double & Single Out—Swing Wood Casement Windows — L.M.I.", approved on 10/12/2006 and expiring on 10/12/2011. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. I1-0817.11 Expiration Date: October 12,2016 Approval Date: January 19,2012 E-2 GFNIERAL NDTES AND SPECT ATIONS 1. FENESTRATIONS SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 &2010 EDITIONS OF THE FLORIDA BUILDING CODE (FBC). FENESTRATIONS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FOC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATING INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX, (A,S,O) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS PA.O„ AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. THESE FENESTRATION'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODES AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FTL REPORTS No. 4752 AND 4580, AND HETI REPORTS No. 04-1923A, 04-1923B AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. 3. THESE FENESTRATIONS ARE APPROVED FOR AIR/WATER INFILTRATION. 4. ALL COMPONENTS SHALL BE AS PER BILL OF MATERIALS ON SHEET 5. 5. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH A MINIMUM SPECIFIC DENSITY G=0.55. WOOD BUCKS MUST SUSTAIN LOADS IMPOSED BY FENESTRATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP:), WHEN.ALLOWED BY THIS DRAWING. -6. ALL FRAME MEMBERS SHALL-BE ANCHORED TO EXISTING STRUCTURE'FOLLOWING SPECS-INDICATED ON SHEETS 2, 3, 4'& 9, AS APPLICABLE.- 7. TMESB FENEgMMONS WILL NOr RWRE A 1*jPACANrr PgarEC119RAMM 8. FENESTRATION'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: IMPACT PRECIOUS WOOD, INC. MIAMI, FLORIDA. MIAMI—DADE COUNTY PRODUCT CONTROL APPROVED, 9. FENESTRATIONS INSTALLATION SHALL STRICTLY COMPLY WITH SPECS INDICATED ON THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 14. ALL FENESTRATIONS COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING SHALL BE SEALED/CAULK TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL ALL AROUND FULL LENGTH. 11. (a) THIS P.A,D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE Sipco w1��oida SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D„ PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS BlninOdo . • ` ` DETAILED ON THIS DOCUMENT, CONSTRUCTION-SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. A!pTI(fl�d'F By R fr �.� �, , �/j ' dn.1111 eFede CaoHrOl (d) SITE SPECIFIC-PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH F'•, J" FLORIDAKXLDINO CODE (High Velocity Hurricane Zone) WILL BECOME THE ENGINEER OF RECORD (P,O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE — ND.4g16� W2o11 rerEco rvo DOUBLE & SINGLE OUTSWING aWA•a PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER = SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW IN ADDITION TO A MANDATORY ASEMENT WINDOWS 0110111M ft SUBMITTAL TO MIAMI—DADE COUNTY BUILDING CODE COMPLIANCE OFFICE FOR EITHER A PRODUCT APPROVAL 'L EC O�Ne. IMPACT PRECIOUS WOOD INC. " REVISION OR A ONE TIME APPROVAL. /'arc: "( TILLT TCSTIN■M emmmm "co~ 5701 NW 74 AS./A t9� C��>'4w6 aw aes u wu.we-v6exa aeo11w w.ura MAW.FL 33166 OF P.A.D. SHALL SPARED A THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER 'io��iP � AL`�Ca`°`�.�` ^Y°"L'c°'�mau!tllfee�ooaa u�m'r-raar PN:(7116)m-0427,FM(we)ae-aor, 1o1��f 0w i ►.[. °oAre WAITA1A oTILUTwa Jor.,PE E e vs ,�^' ;w ewa FLORIDA UC. 41167 . sNar i or w J�A/9 8/9 J►A/9 1/B/4 JI A/9 JIB/9 P.F.X. 22 2p p 20 (Max.) ]'-e" T-15 1/8" 13.-3. 22 2'- 1 7'-15, 8.. PT.H. 2'_ 1• L.O.N.e. +J (TYP.) 16 16 o,Lo X.(Mo..) ( ) D.L.D.H.(Mo..) (lax.) 2 2 ^ DIAN.(Max.) TYP. 2'-n' / ,15' C. 16 t6 (TYP.) 16 R 18 DA.a.H.(Max.) / / M• 16 /16 (TYP.) 16 R@ s 16 R sA 1 g 4A 5:r: '/` '�x` 18 4A a. 1/; 17•a.a. M. 8_e. g-e. 2'-1 1/4' - F.H. F.H. g'_3 /S^ 4A S.W. /.) - (TYP.) 16�� - (Max.) (TYP.) t§)OR"( / (MSA F • 8'-115 3/8' -8'-,e 3/11(Max,) 16 OR 6A (Ma ) S.H. / S.H. / 7.-6. 15'-0' (LIaxJ - 1'-11' P.F.H. _ / RFA LAW.(Max.) i'-1r (Max.) -u / ,�. / C/9 D.L .W.(Max.) `' 9 C/9 .W.(max.y- C/ L.W. (Ma..) /9 D.L.O.W ( xJ 4A 4A / 9" C. 4'-10 1/2" D" •C. / 4'-10 ,/2' moi. 4A /� �'-,0 1/2^ (tYP.) tirBA �§)OR 1�Vfl / 10 /2' •O.0 a.C. mp) 13-3" (TYP.) °.�. rx-(Ma..) t .r .w'iwox.) J�A/9 48/9 A/% _k►B/9. 11 A/9 1'B/9 FULL ARCHED QUITSWING ELLIPTICAL OUTSWING REGULAR OUTSWING BASEMENT WINDOWS CASEMENT WINDOWS CASEMENT WINDOWS (XX) (XX) (XX) INTERIOR ELEVATIONS N.T.S. TRODUcrREMWED MAX (p.S.D.)) DESIGN PRESSURE RATING: esaary�yM8 w8fIdw FlorlOa PREFIX LEGEND: DOUBLE CASEMENT WINDOWS BAoaepusce NO-I I WITH THREE POINT-CREMGNES 2�O C - F.W. FRAME WIDTH `'�`,�µuulu)rrnrprr�� - F,H. : FRAME HEIGHT POS 80 paf `ora�� A. r/(( �y 8y D.ae S.W. : SASH WIDTH NEGATIVE 85 psf :' F FLOR(DABUILDINO CODE (High Velocity Hurricane Zone) - S.H. SASH HEIGHT NO.44167 _ 02011 m,ECO INC. DOUBLE & SINGLE OUTSWING R.E./AA - D.L.O.W. : DAYLIGHT OPENING WIDTH - = CASEMENT WINDOWS 01A7M 81" - O.L.O.H. : DAYLIGHT OPENING HEIGHT - P.F.H. : PARTIAL FRAME HEIGHT IL EC O�N�. IMPACT PRECIOUS WOOD, INC. "DATEE' �J�P 18i1f Tf8iIN0•Ag8t6111Ne cawARr 3701 NW 74 Av4 a. PH,(7154)222-o+v FA:(210s)4213-3011 11-109 AL�`p.�`` s-ma tNkcelDaol.aom x«r .nxlvx.. ax wa .oanxa. .a. DRIWNG N• ►.E. DATE LTTRA Lk. J'.' , - NYAi ar 4XEU 2 ar 10 t►A'/9 1#B'/9 A'/9 8'/9 I'A'/9 19 I►B'/9 22 P.F.H: /� 21 21 21 (Max.) �'-0" 7'-/ 1/6• TYP. 22 �'- ' P.F.H. ( 1 s MUM W..) _ D.LO.H.(Max.) '/-O 1 B• (m X.) 2'- 1• 0.L.0A.(Max.J O.L O.H. a.J DLO.H.(Max.) / (TYP,) / 22.. Y / D.L.a.n.(A1ox.J / / M x �/ (TYP.) 18 OR (TYP.) 16 OR t sA 4A 16 i s " 16 R 16 ,)"..a. 2- 1 1^4 1T o.o. 1 8 4A 2- 1 1/4 1'-1 .1/'4' 9.W x. 0'-s D/r 4A S.W. ) _ OR ( •) _ ® -s: ) 9._D. ) 9'-0" ) OR / F.H. (Max. s'-0' (7YP• 18 F.x. (TYP. 16 B / (Mox.) 16 6A FM (Mox.) S'-10 3/I" . = 7'-M„ � / / 1'-"" "- 8'-D" (Mor.) 1'-11• P.F.H. � ,L,tl.W.(Moa.) plaz.) `° C D. .W. (Ma..) _ ;MOX.)- C O,L.O. Okx. - 8'-10 3/8' .LJ.W. S.H, (Max.) 9• .C. / S" C 4A // {._, ,/s^ ) i6 ® / 18 OR g � -21 � 21 _ 21 10- /2' to /Y 10 /2• 0 /2.. 7O /2• -- O /2' - 19 - - 'O.C. 'wc. (tea cTrP,) 19 Tv of 9 '-0•F.W.(Max. '-D•m %D•F.W.(Max. A'/9 h B'/9 A'/9 ('B2J9 FULL ARCHED OUTSWING ELLIPTICAL OUTSWING REGULAR OUTSWING CASEMENT WINDOWS CASEMENT WIN09WS CASEMENT WINDOWS (XX) (XX) � ) INTERIOR ELEVATIONS N.T.S. PRODUCT'Itl3JEWED Y COMPlWM the 0"Wa MAX. (A.S.D.) DESIGN PRESSURE RATING- Buiwkm 6RoTo r0a PREFIX LEGEND: DOUBLE CASEMENT WINDOWS W (4CN` SR9E BOLTS" - F.W. FRAME WIDTH RE °°pe+tR+A MT�1��//�/ Mird •PPOduatOOntrol OOK - F.H. FRAME HEIGHT POSM 80 Pef - S.W. : SASH WIDTH - S.H. SASH HEIGHTNEGATA+E 85 Po/ C' AlSF`'.`�,1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - D.L.O.W. DAYLIGHT OPENING WIDTH = N0.44167 02011 11LTEC0 INQ DOUBLE do SINGLE OUTSWING I•E•/�• - D,L.O.H. : DAYLIGHT OPENING HEIGHTc CASEMENT WINDOWS DRAW8 - P,F,H. : PARTIAL FRAME HEIGHT 11LIEC O SMC. IMPACT PRECIOUS WOOD. INC. �'• 4� 71LLR TClTINO!EMNUAING ODMrAW 5701 L L AVE/A DATE, F 6vx nn. oz f——-Wwra 4 ez-4 a.-.. M14M4 Fl 37,16 °...:faaal en-tau,w 410x1 m_wl PH:(766)222-0427,FAa(306)426-3014 11-109 'fj/ /' '•3Gt by e-nfdl:tf1t;=.,x.wm OM // O •�1 Fa-0006710 x« • � ana 1GW6M avw �u•••••a �,[ WALTER A T1LLR Jr., 4'• ata 11-M NM. a �>veau namm U.f 1 4 INEET 3 OF 10 2-11" B'/s 10 A'/9, 8'/9 J�A'/9' 8'/9 I�A'/9, 8'/9 1 9 rJH � 2'-11° 2'-11" 2'-11" 11" S.W. (Max.) 19 S.W. (Max.)-- S.W. (Max.)F.H. M z. 21P. H. 22 2'-„" ( x.) (Max.) 2,1 g" 3'-0"D. .O.H. 0x.) 16 6 P.F.H, 18 OR E (TYP.) " o,c, 16 6 (Max. �1�i9" oc, M x. 19 D,L.O.H, (Max.) 22D.L.2' (Max.) 22 22�- 18 6" (TYP.)(TYP.) 17 o.c. (TYP.) 9" ,c 9'-p" 5/a" 19YP, 9'-3 5/8" "1 8 9'-3 5/8" (TyP) 4 17" o.c.S.H. 9'-3 5/8" 9" o,c, 9" o.c. M x, F.H. (iYP. S.H, ox.) (Max,) S.H. ) 1'-7'1" S.H. (iYP.) V-11" A'-O" (Max,) 1'-11" (m X.) (Max.) D.L.O.W. Max.) (Max.) D.L.O,W. Max,) (1YP,) 9'-0" � F.H. D.LO.W. Mox) 16 OR 6 F.H. 16 R L7 (Max.) 16 OR� FD/ 7_e.. �► _ 19 j (Max.) 19 �/ �►' M D/9 D/9 D/9 7'—s" D/9 D/9 / (Max.) 8'-0" 4'-1 1/2" nj/OR 4 4A P.F.H. 4(Max.3'-5 1/�" 1$ 3'-5.1/8" 3'-5 1/8" 16pR 16 (TYP: R19 ,Tz:c- -10. r/2 tO 1/2" 10 1/2" 110-1/2" 10 1/2!' 21 2121 6"s" o,c,L e21 e.s". ( 3 3'-0" W. (Max.) .W. (Max.) F.W. (Max.) F.W. I'A'/9, B'/9 I'A'/9, B'/9 N A'/9, B'/9 A'/9, B'/9 SINGLE 1/2 ELLIPTICAL SINGLE REGULAR SINGLE FULL ARCHED SINGLE 1/2 ARCHED OUTSWING CASEMENT WINDOWS OUTSWING CASEMENT WINDOWS OUTSWING CASEMENT WINDOWS OUTSWING CASEMENT WINDOWS M M W M INTERIOR ELEVATIONS MODt"" ""wgD ao0mplY(ng with dw Fl0rWa B0ilt1il g Godo N.T.S.PREFIX poceptrueNo �I1 i MAX. (�1.S.D. DESIGN PRESSURE RATING: ems`°�'�`(E , °��'A'• PfOductCa1001 — F.W. FRAME WIDTH (2SN,dAC cAs�MENT WINDOWSBOLTS — F.H. FRAME HEIGHT + 3 POINT LOCK FLORIDA SUILOINGOWE (High Velocity Hurricane Zone) S.W. SASH WIDTH POSIiNE So pof N0.44167 02011 mnxo wc. DOUBLE & SINGLE OUTSWING — S.H. SASH HEIGHT CASEMENT WINDOWS — D,L.O.W. : DAYLIGHT OPENING WIDTH NEGATIVE 65 psf z , EC 0 INC. IMPACT PRECIOUS WOOD, INC. — D.L.O.H. ; DAYLIGHT OPENING HEIGHT f,a' m 7ranwa 0 mumcgR1M0 co~ 5701 X0 74 Aa,M e '/ /• �a fur NA xxe.fur f1w>m-xfa"x arxooe,n=a fMf�,FL=05 — P.F.H. PARTIAL FRAME HEIGHTn..:poX .0:. PX:QW)222-0427,FAX.(.w5)428_3011 11-109 rm0L0:e tl seo0aol.eom p,r .o0ws as a r a1e.f.: as oRLMNO M pprz RFL0M A.nWr.x..P.E. v.— °�- f - 2XLLi 4 OF Ia FIARNIA 157 f BILI OF MATERIALS 1" REM III REWD. IDESORKION An MATS& REMAM 15 0.010"x1 1/2" PET FILM 1.78" z 6.09" MAHOGANY WOOD 1 1 FRAME HERO 9 1" OVERSIZED ALL PERIMETER 2 1 FRAME SILL 1.92" x 6.125" MAHOGANY WOOD 0.045"THK.x1 1/4' LONG, 3M SERIES 4085 DOUBLE 3 2 FRAME JAMB 1.78" z 6.09" _ MAHOGANY WOOD COATED URETHANE FOAM TAPE 4 2 TOP RAIL 2.25" x 6.125" MAHOGANY WOOD 1 S 4A 1 INTERMEDIATE RAIL 2.25" x 4.715" MAHOGANY WOOD 5 2 BOTTOM RAIL 2.25" x 6,996" MAHOGANY WOOD 5)8" 8 2 HINGE STILE _ _ 2,25" x 6,125" MAHOGANY WOODf�,,;,;: 1/8, 7 1 LOCK STILE 2,25' x 6.841" MAHOGANY WOOD O ACTIVE 8 1 ASTRAGAL LOCK STILE 2.25" x 6.541" MAHOGANY WOOD O IN—AGTVE 1/4" y 17 �8 3/16"TEMPERED GLASS + 9 AS REO'D. MAHOGANY WOOD BEAD 7/8" x 1" ATTACHED TO SASH W/ 16 gage x 1 1/2" FINISHING NAILS _ _SPACED AT 2" FROM CORNERS-k 10" a.c. 1/2" NOMINAL LAMINATED GLASS: 11 AS REQ'D. CLOSED-CELL EDAM STRIP 1/2" z 5/8" FOAM TAPE FULL LENGTH Of SILL 0.050" INTERLAYER +(sAFEn Plus x BY cusslAlO 12 1 THRESHOLD(DOOR STOP) MAHOGANY 3/4" x 4" x W-2 1/4" LONG. ATTACHED TO SILL W/ / 8 x 1 1/2" F.H. WOOD SCREW XrER,nR� 3L n.14 0.010" PET FILM + FIRST 6 O 20'O.C. GM0.050" INTERLAYER +Mqm Plus R BY mmsw4 SASH FUME 3/16" TEMPERED GLASS. 13 AS REQ'D. Q—LDN DOOR SEAL AT FRAME PROFILE 5/8' w x 1.00" h SCHLEGEL I ODS 650 SITE 14 AS REQ'O. 'O—LON WEATHER SEAL AT SASH PROFILE 318" w x 5/8" h SCHLEGEL # QEZO 320 GLAZING DETAIL FOR 16 15 AS REO'O. SEALANT — CENER CLEAR SILICONE FRAME&FASTINSTALLATION SEALANT "GE"STOCK No. CE012A N 16 AS REQ'D. 1/2" (NOMINAT) NPACSS RESISTANT 0400"RTFJa.CK +33/1610"TEMFEREDTEMPERED+ INTERAYER CONSIST OF SAFETYWP EDGE PET FATED MASS GIASSLAY NGI INC. 1" 18A AS REO'D. 1/2 (NOMINAL) IMPACT RESISTANT 0.470"Min THICK"3/16"TEMPERED+ 4NTE16AYER CONSIST OF lMj&S LAMINATED GLASS BY SMITH MOUNTAIN,INC. _ LAMINATED-GLASS -0.I00'INTERLAYER+3/I6'TEMPERED I 17 AS REQ'D. GLAZING — CLEAR SILKANE 7 8'_WIDE & 1 8" THICK "DOW CORNING"-Na. 995 SILICONEHERRAdE SIDANEZ, SA. /AROB,WITH (8) 0x1 _t/2"-WOOD SCREWS 18 AS REO'D.-STEEL HINGES W/POLYESTER COATING 3 1/16"-x B 1/4" x-1/8" '(5) REQ'D8/LEAF AT FULL ARCHED/EELUPTTCM.-WINDOWS ( REQ'D/LEAF AT REGULAR WINDOWSt9 1 3 POINT LOCK WITH BWSS-KEEP SET. 45 mm B.S. FULL. HEIGHT SCHLEGEL SL-18-LOCK-STAINLESS STEEL 20 2 FABHERR THREE POINT CREMONES FULL HEIGHT STEEL W POLYESTER COATING -21 2/SASH CREMONE SURFACE BOLT Min. 12", 22' LONG 12" LONG O BOTTOM, 22" LONG O TOP 5 8"22 AS REOO, FRAME INSTALLATION SCREWS 1/4' F.H.TAPCONS W/ 1 1/4'Min. ELCO CONSTRUCTION PRODUCTS, SPACED AT 9" o.c Max. I_ T/g^ EMBEDMENT INTO CONCRETE OR BLOCK STARTING AS SHOWN ON ELEVATIONS EACH WAY FROM CORNERS OR BLOCK k 1 I/2"INTO WOOD, MIN. EDGE DISTANCE= 2 1/2'INTO CONCRETE OR BLACK & 1'INTO W 17 g 24 AS REO'D. CORNER CONSTRUCTION GLUE AT AL MORTISE&M40N SURFACE CHEMICAL BOND WW25 142" NOMINAL." LAMINATED- GI Acc; 25 1 STRIKE PLATE FOR CREMONE SEE DETAIL, SHEET 8 AISI 304 SERIES S.S. FASTENED TO STILE W/ 3/16"TEMPERED GLASS + AT INACTIVE DOOR LEAF LOCK (3) # 10 x 1" F.H. WOOD SCREWS 0.100' INTERLAYER +(L%UoL.BY SMITH NOUNTNN) STRIKE PLATE FOR CREMONE AISI 304 SERIES S,S. FASTENED TO SILL W/ (5) /8x1 1/2" I� 3in. 3/18"TEMPERED GLASS, 28 1 k SURFACE BOLTS TOP Ct BOTTOM 1/2"x 5"z 16" x 14 GAGE F.H. WOOD SCREWS SASH FRAME GLASS BITE GLAZING DETAIL FOR 18 �P,,.,d, N.T.S. BriWiTpCode ,�\\\11l111fif11f!gT�,�7. NO A. N0. 4167 FLORIDABUILDINGiCODE (High Velocity Hurricane Zone) 02011 TIVE00 111c. DOUBLE do SINGLE OUTSWING W.C./A.G. CASEMENT WINDOWS DRAWN W. STATE OF IL EC O IHMe. IMPACT PRECIOUS WOOD, INC. "/„'E!" �)(�,`,Q,A 71lLIT TEiW110 k ENBINEEIIINB Q01lANW 5701 NW 74 ME./A a®-�s0006n Fft-(a)222--0427. AX-(R. _M)428-3011 28--3 11 mtAwr�OM 711 P.E.11EAL/510NA OATS .T.& WALTER A.IxIR J..P.E. " � - 1RIEET 5 of 10 FLORIDA M.f 41117 � .250"t ----4.875"------� 875 .50075 9 1.160" .5 0" P.37 ., 1.030" 1A 2' t 1.967" 0.6 5" 0.8 5" 8 L I 1.05„ --x•.125"- �-L 2.250" 4.715" F.971" .280" 0.25" 4.2 5" 3.715" 2.881" 6.(g" FRAME SILL 13 0-mm DOOR SEAL 14 0-lAN NIEAfHER SERI. 0,875"._-4,25"-11.000" 9 .560. •e 5" .5 O" °°°" SEAL COMPONENTS 2. 50" N.T.S. ,500" 9 1.315, 2.250" I 437'• .8 5" 188" �p INTERMEDIATE RAIL 1Q FRAME HEAD 5.625" 500" 0 FRAME JAMB .125 I ® TOP RAIL. 4.000" -� Q HINGE STILE. ,541" 500" 41" 1.5 O" :791" Q {AOR WW 7IESHOLb) AT SILL 875' 875 9 ,5 0„ 4.791 1.0 01, -- 8 5" 875, 50 " 2. 5C'• 3,203" 500" 2.250" 8 5" 3.375" 3.7 9" 8 8.996" 500" I 5.29500" I- 5.091" 5..791" 311 H"x2 1/2" WOOD SC EWS F.H LAG SCREWS 4" 4" FROM ENDS, J14 " FROM ENDS, 1,411" a 12" o.c. ® 12" O.C. ® ASTRAGAL LOCK STILE ACTIVE 200° LOCK STILE (ACTIVE) , , ° . 1.125" 1.125"- 1509" 2.250." .125" }yT�n9tea.za, ;1. O5 BOTTOM RAIL •8 s S° °"'�,��. at`"r ®r 1- 125 FLORIDA BUILDING CODE (High Velocity Hurricane tone x •2011 MTECO INC. DOUBLE & SINGLE OUTSWING N.E./A.0. 9) MAHOGANY e ' No.44167 ,'' CASEMENT WINDOWS OaAwx Tlr: WOOD BEAD IL EC O iNe. IMPACT PRECIOUS WOOD, INC. "p' " :1� TWT TOWN Al ONINEERINO WNPANT 0701 WN 74 AIX-#A Ave eA]es.a,M.m-NA91xrl 9wdA a A11a WVM.n.33100 �. Pm. PK Tse 112-o.a7,PAc 305 we-3011 11-109 WOOD COMPONENTS 'RFs .d �`��` m99,lul�0e�m ' ' M7Awma N• E6-0006719 ear aa.." as sr" rarae. r N.T.S. pl •• (` ATE 9W.TE11 A Bili Jr.,P.E. ao,lsa .NNI a V fwnlw ua a1s7 . >MEET 6 of 10 7/16"1 1-1/16" 3/B" t 11/111. 7/Is" 7/1a• 1 9/18" 1 3/8` 2 J/E" 5/8" 7/16-i 11/18" 3/8' 1 11/18"7/16" Ia- ss/la os la BOTTOM 3/6" TOP VIEW (TMP') (TMP') �IXING OP FIXING HOLE 7/18'1 3/4• 1 1/4" 1 3/4' 7/16" 7/16' 1 1/4' 7/10- COVER 7/16" HOLE 1 5/8" -2 1/2" I" 1 11/18„ / STRIP 13/4" 1 1/4" 1 3/4' 7/16" 11 1/18. FF 1/18'111/2" 5/E" _I I/4" SPINDLE I/8" 1 1/z" 5/a" 11 08/16" 11/18` ENTER 5/a' 1 1/8" F1 5/16' 2" 013/18' UNE 8 16" 2 1/18' GLIDER 11/a" 1 5/16• 1/18• 07/18" BOTTOM BOLT11/16„ 1 3/4" -1.3/4' TQP BOLT I i/8.L2 11/16" 1 z 11/18° 1 1/6 7 S/a` DOUBLE THROW CENTER CASE LOCK ELEVATION 11s/t 6' T 83 I_8- 5/ifi" 7/18" 1 9/78' 1 3/8° 2 3/8' 7/18" *Uel r---------- ---------------- -------- /16'. 5/a. � 'r -16------- - ------ - --Go - - -t/2" 1 1/8" 1 3/4"--,1 1/a' f i/2"-I 13/8" 7'5%81 3/8" 3/16" � 11/2" 14" 1 7/8" 1 9J2"�- -BOTTOM BOLT 45m m DOUBLE THROW CENTER CASE TOP BOLT BOTTOM VIEW LOOKING UP (2) HOLES FOR 11/18- 110 x I" WOCD SCREWS (Typ,) 3/4' 8 1/2"— 3/4" 3/" 2 3/16" 3/4 01/4' (�) I"��i T�1/ R1 4• 5/6" 1/2' 1 3/16' 5 e' 7/16" 1 ® (3) HOLES fOR 1 1/2" i i/2' 2" 1 1/2" 1 1 2 3 4" 1/8" (IYP. 1/4"(T'P.) 1/16'(TVP.) 1 1 /ta" #10 x 1" WOOD / " 3 , 4" SCREWS (Typ.) TOP BOTTOM STRIKE PLATES ® THICKNE25:0.080" a /+" /I• CENTER LOCK STRIKE PLATE 1 13/1 a" THICKNESS:0.090' T , /e' ® ,", T SL-1-6 45-mm BACKSET DOUBLE THROW 3 POINT LOCK aW,AconilAying d � _ ` 11/18" 116" N.T.S. 1 13"16" 1 11/ _ t s/e^ 24 ��ER A'ET/(F�PR�s, -9m1 rEon,ET 7 Ie' 13/16' -FLORIDA SWLDINGCODE (High Velocity Hurricane Zone) 3 1/16" 05/8" 7/16" F "•.S •zeu TLiECO-wc. DOUBLE & SINGLE OUTSWING Itz./A.O. ILEVATION SECTION X—X N0.44167 CASEMENT WINDOWS CRON a''' HOLES FOR _ IL ECO two. IMPACT PRECIOUS WOOD, INC. 10x1 1/2" F.H. O�i! �� T[i11N0 a InEw11uR11ro cauP�Nv 8791 NK 74 fA afc WOOD SCREWS S HINGE �` 1 ��- N.Y 2N1 R,1b]°!-YNWN aN8 E,0.JOIN NWA,FL sal 6 (� n,.,.:0YD m-Isle,w..,p.e)nI-WI PN:(766)222-0421.FAC(301 428-3011 11-109 SC&E:3/8'- 1' o0'I�PP N/0 •••••.,`(� ��\ s—maEScE-00087f�0a.c°m �v» amwm, nu er Y )Nrra sec oPAY9N0 W NMLTER A.TILT Jr..P.E. I m i'-mN MNI - 2NEET 7 OF 10 FLO DA Lk.f4N 67 s 2 1/8• TOP LE F LEAF 2 1/8" TOP OF LEAF KNWO/8`1)1'233/116"0 0/88"T STILE. 01/4' F.H. SCREW O O p p ��_-I 0t 1/4" '(-- 1/4" 01 1/4" (3) GUIDES REQ'D. W/ (2) {8 x 2^ O O 2) GUIDES REQ'D. WOOD SCREWS TO STILE TYP, TOP& BOTTOM (3) GUIDES REQ'0. W/ p p W/ (2) /8 x 2" SCREWS TO STILE. O O 0 O WOOD SCREWS TO STILE TYR TOP & BOTTOM ti�72" 18" CONT. BOLT 11/16" CONT. BOLT 11/18" CONT. BOLT 11/iB" CONT. BOLT 1018 STEEL AISI 1018 STEEL—W/ V IES _-NSI 1018 STEEL W/ V ES 'MSI 1018 STEEL W/ 1/2. AISIRATION 018PENSTEEL- 30" max. 1/2"PENETRATION 30" Max. 1/2" PENETRATION FRAME. 1/2 TO FRAME. TRATION O FRAME. TO FRAME. (3 MOLES FOR 22" 2 " O O 10 x 1" 0 O SCREW 1 13/18° (3) GLIDES REQ'D. 7w- W/ ( ) / x2" 01/4" 00 S TO STILE O O 0 O O O O EDGE OF SASH DGE OF SASH 15/16" _ TOP/BOTTOM) -[(TOP/BOTTOM) • OCK OC AT TOP:Un.-22"-LONG. 3 GUIDES AT BOTTOM: MIn a 2" LONG: 2 WIDES O O a 0 21 CREMONE SURFACE BOLTS N.T.S. 1.-4. 3` 2" O JIE CREMONE INACTIVE 0 0 2 1/2" 2 I/2"UM STRIKE PLATEAISI 304 SERIES SSTHICKNESS: 0.090" V IES330" Max, 304 SERIP 2.1t. PROMICTRENEWED ate mFlyi"g with the Florida O O ( STRIKE PLATE FDR CREMONE +F SURFACE BOLTS TOP AI: BOTTOMFLORIDABUILDINGCODE (High Velocity Hurricane Zone) A.TI((!T p Q�•• z •2011 TILTEco Ma. DOUBLE A SINGLE OUTSWING.. a,E./AA.� rkNS ' ` SEMENT WINDOWS 2^ Mr IL EC O-11c. IMPACT PRECIOUS WOOD, INC. a°�" BOTTOM Of LEAF BOTTOM OF LEAF1STILE. ®1 2" STILE. o / 5701 I. IL 31 /a / T T[tlllp•EINOI 11416 COMPANY AMAL LEAF Mw1A r9R 11»fr.]C9-VYIdM axmis,0.s71" \IIMW,FL SIN REE POINTREE POINT ? $T DF 'M ^• •ta/n.-.m. h".1 a.-fur PN:380)222-0427,raw(]oa)422-3011 11-109 S,REMONE AT INACTIVE LEAF : �'•• �� e-maa:tixseo0aoleom .� wd auw2w rr W-0aD6719 �• ' N.T.S. A `.; WKTER A.lxtJT 4r.,P.E. SRI"8 OF 10 fllMipA Lim 4{107 t N A'„2��.-$' EXISTING CONCRETE •-. (ISTING CONCRETE EXISTING BLOCK WALL OR BLOCK WALL OR STRUCTURE 2" P.T. WOOD BUCK �" P.T. W000 BUCK POURED CONCRETE POU ED CONCRETE REOl11RFD. STUCCO °D REQUIRED° 3 0 C-C 33 a o t 1 d OR .G FINISH :' �f ') ..•s° 1 1/2"Min. 2 ®@ C'-C' 2 1 ," P.T. WOOD BUCK ESD (TOP & BOTTUM) 41/4' Max. SHIM �•) 13 1 9 9 9 9 , ,/4• Mln. E. • 1 2„ E EAaBEDMENT 14 d• ° 1� a 2 -II I �O ORORn : vrrti.Ttirr ONLY AT A'- MAX 8 t'-1t" ' 8 Dt-tfMe 6 8 1�4n F N�ISHO ( A') 4 SHIM 8 .Los'(Ma.a 19 13 L' "'( 15 MAX. 1 g R - 9 (ONLY AT C'-C') SHIM 2'-I" EXISTING STRUCTURE D.LO.H. SECTIONS C—C & C'—C' (XXL (MwJ -- 1 'MIn• EMS ENT P.T. WOOD BUCK N.T.S. 40(BEYOND) 4,/4' Max. SHIM A 13 1 EXISTING 1EXISTING CONCRETE" P.T. WOOD BUCK BLOCK WALL OR 14 1 STRUCTURE 2" P.T. WOOD BUCK REDC.ONCRETE QUIRE2 18 OR 9 (ONLY AT W-B' �4 1 TEM BOTTOM 1110FRIOR /••° 1 9 --(7 01(BEYOND) .(BEYOND) - 0 B-B 9 EM�OMENT° E.D. A (Mack FOR REGULAR WINDOWS) E -3. d 71-0 1/0°D,LO.N. OR (Max.FOR ARCHED Q ELLIPTICAL WNDOMIS ® OR O R'-B' ® �8 i8•• •• 9 (TOP & BOTTOM) 13 '9 LSTUCCO 1 6 OR 6 (ONLY AT B'-B' 19 g1/4' a FINISH 9 MA. 4 15 MAIM SHIM 2._tt. 0 A-A 13 DA.O,M. OR 9 ®O A'-A, 14 19 (TOP & BOTTOM) 2 2 SECTION D—D EX) PRODUCTRENHWEL) r, ..mq lying with the Florida N.T.S. Baildiq Cade (ONLY AT A'-A') 1 1- BUCK Aacpte000"'1I'0 ( I a - 13 g 2 (r*.) EXISTING EDGE OF SUB 4. 2 .° ') POUR ED < (IF APPLICABLE) eproduelCantrol e CONCRETE 0111tU 2 —. d' °�f(F1 " FLORIDABUILENNOOME (High Velocity Hurricane Zone) ° 12 E.D. a+ ;.•\CENS.,1,��.; 02°11 wuECG NC. DOUBLE do SINGLE OUTSWING N.C./AAL �`— CASEMENT WINDOWS EaAWN BY. EM.(TYPL)I7F 11 1 SECTIONS B—B & B'—B' _ 11LIEC O�w�. IMPACT PRECIOUS WOOD, INC. " (ryp) --l. 2"P.T.WOOD BUCK N.T.S. a DATE ° . • ') a 8701 NN 74 A24 p L EXISTING :J// / TNi3r tEsnN°• M MWR.FL]31°° °• a POURED SECTIONS A—A & A'—A' "' L / '"'"'�"'� >m '��"� S f[(1F ,:Cf; w...,amL o1-,sn.... aaM 111-1u1 vx:peal m-oa27.FAa(]Gs)42eao11 1 1-109 CONCRETE N.rs. �p�;., F� P ..1V/.QRI ; a ma a °7 .aom ww esw+. .r aa..a w uuvua N a. 11 MYLTER A.ES TNilr Jr.,P.E. 4RE1 8 10 FLORIDA Uc.f 44107 . - - i ��crccnnuiuLt„1t�t>, `Id, (2) #140" SLOTTED WOOD SCREW W/ 1 1/2" Min. EMBEDMENT 2'xINI/8" BENT STRAP W/ FRAME ROM HEAD TO JAMB (3) 3/16"x1 1/2'LAG SCREWS AT EA. LEG i.1 tAD 2"xl"xl/8"BENT STRAP W/ (NOTCH WOOD TO FIT STRAP FLUSH) 2'x1"0/8" BENT STRAP W/ ` ?7 #14x3"SLOTTED WOOD SCREW (3) 3/16"x1 1/2" LAG SCREWS AT EA. LEG #14x3' SLOTED WOOD SCREW- (3) 3/16"x1 1/2" LAG SCREWS AT Fit LEO 1�� ?. /@. W/ 1 1/2" Min. EMBEDMENT (NOTCH WOOD TO FIT STRAP FLUSH) W/ 1 1/2" Min. EMBEDMENT �/ (NOTCIi W000 TO FIT STRAP FLUSH) '' FROM JAMB TO HEAD 1n FROM HEAD TO JAMB FRAME 00. HEAD s 3 DETAIL FRAME 9 '/ JAMB wim 311r-.1' Wa00 BEAD ®'OOR S ' STILE 4 f TYPICAL pEGULAR FRAME TOP CONNECTION //. SCALE: 3/16' . 1' APPLIED AT ALL % MORTISE AND TENON SURFACES (1 #10x7" INTOWEDIAIE WdODSCREW �: PML - _ (3) 3/16"x-1 1%2"x�/C EEWSSTT-STRAP LEG - Nr `� (NOTCH WOOD TO STRAP FLUSH) - i (2) #14x3"SLOTTED WOOD SCR 3 -W/ 1 -1/2" Min. EMBEDMENT FRAME `; FROM JAMB TO HEAD TYPICAL SASH INTERMERM CONNECTION W=2 JAMB JAMB SCALE:3/16"- 1' TYPICAL ARCHED/EWPTICAL FRAME TOP (�NIC'f10N ' SCALE: 3/16"- 1' N 2"x1"x1/8" BENT STRAP W/ �� i FRAME © O OR 8 (NOTCHI WOOD TO FIT STRAP FLUSH) LEG INSTALLATION SEALANIT NOTE: STILE7 6 FRAME AND ALL EXPOSED INSTALLATION (2) /14x3" SLOTTED WOOD SCREW PROOUCI RI''' FASTENERS MUV BE PROPERLY SEALED W/ 1 1/2" Min. EMBEDMENT gig. 4 OR® WITH SEALANT FROM JAMB TO SILL gyinB.vu1 Ox euu n n Cods , - AgoopLyTce N,�,- �" TOP OR BOTTOMate RAIL #14x3" SLOTTED W000 SCREW W/ 1 1/2' Min. EM13 MF_NT 1'r CO°uo1 9 FROM SILL TO JAMB amt \\\\04\41 i 1 11!1!f7f 07yPn A. r/(z/ y� TYPICAL PRAtE BOTTOM CONNECTION 1 SCALE: 3/t6' 1' v APPLIED AT ALL MORTISE AND TENON FLOWWOAWILDING CODE- (High Velocity Hurricane Zone) SURFACES No.44167 e20r1 TILTECO INC. DOUBLE Sr.SINGLE OUTSWING x.E./A.0. (1) #10x3" o CASEMENT WINDOWS m'""BY: IL EC O iNc. IMPACT PRECIOUS WOOD, INC. "a;, " WOOD SCREW a V TN11T T[sT"at E„vm� O0w 070E Nw L 31 M N '✓�'�A�� /Q Al ESC',\� oll: ReeoO wm of a11e1 PN:(78E)222M-0427,PAN:(305)ae-J0,L 11-109 44 0 E8-0006714 wrx ^�^P" •+� xa• as DRAW NO M SCALE: 3/16" 1" P,E. RE/QA1E WAL UTHUT 4167 f 'V_ sl1EET 10 ar 10 �i MIAMI-DADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) -,mv.miamidade.¢ov/economy Maxim Industries,Inc. 1630 Terre Colony Court Dallas,TX 75212 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality_ assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model DCM Curb Mount&DSF Self-Flasbing Aluminum Skylights APPROVAL DOCUMENT: Drawing No. MAX0003,titled"Curb Mounted and Self Flashing Skylights", prepared by Maxim Industries,Inc,sheets 1 through 5 of 5,dated 12/03/2013, signed and sealed by Robert J. Amoruso,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.13-1217.24 Mia vE courrrr Expiration Date: ebruarQ; 019 ApprWebru Id ^ t4 e 1 G Maxim Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MAX0003,titled"Curb Mounted and Self Flashing Skylights",prepared by Maxim Industries, Inc, sheets 1 through 5 of 5, dated.l 2/03/2013,signed and seated by Robert J.Amoruso,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 marked-up drawings and installation of Self Flashing and Curb Mount Plastic Glazed Unit Skylights,prepared by Architectural Testing,Inc,Test Report No. D1032.01-801-18,dated 10/02/2013,signed and sealed by Vinu J. Abraham,P.E. C. CALCULATIONS 1. Anchor calculations for substrate installation prepared by PTC Product Design Group, LLC, dated 12/03/2013,signed and sealed by Robert J. Amoruso,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of acceptance No. 12-0605.05 issued to Bayer MaterialScience LLC (MA),for their Makrolon Polycarbonate Sheets,approved on 12/06/2012 and expiring on 08/27/2017. 2. Notice of acceptance No. 12-0110.04 issued to Palram Americas,Inc, for their Corrugated and Flat Polycarbonate Panels,approved on 02/23/2012 and expiring on 01/22/2016. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by PTC Product Design Group,LLC,dated 12/11/2013, signed and sealed by Robert J. Amoruso,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.13-1217.24 > Expiration Date:February 20,2019 Approval Date:February 20,2014 E-1 I i i m MAXIM INDUSTRIES, INC. CURB MOUNT&SELF-FL 4SHING SKYLIGHTS MSTALLATIONANCHORAGE DETAILS GENERAL NOTES* INSTALLATION NOTES: 1,THIS PRODUCT 18 DESIGNED TO COMPLY V41TH THE HIGH VELOCITY HURRICANE ZONE(HVHZ)OF THE 2010 1.ONE(1)INSTALLATION ANCHOR I8 REQUIRED AT EACH ANCHOR LOCATION DETAILED. FLORIDA 13UILDING CODE(FBC).THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT ATI D1032.01.801-18 AND ASSOCIATED LABORATORY DRAWINGS, 2.THE MINIMUM NLIM13ER OF INSTALLATION ANCHORS ARE BASED ON THE FOLLOWING: 2.1. AS REQUIRED ON SHEET 3(CURB MOUNT)AND SHEET 5(SELF-FLASHING)BASED ON CORNER END DISTANCE 2.ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE AND ON CENTER SPACING. OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE 2.2. MINIMUM OF ONE FASTENER PER SIDE AND MINIMUM FOUR FASTENERS PER SKYLIGHT ARE REQUIRED BASED ON ur RESPONSP31UTY OF THE ENGINEER OR ARCHITECT OF RECORD. SKYLIGHT SIZES SMALLER THAN TESTED AND SHOWN ON SHEETS 2 AND 4. &IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT 3.FOR INSTALLATION OF SELF-FLASHING SKYLIGHT ONTO WOOD ROOF DECK,USE N12 WOOD SCREWS OF PROTECTIVE SYSTEM 18 NOT REQUIRED. SUFFICIENT LENGTH TO ACHIEVE 1 WS INCH MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 INCH. N L 4.MATERIALS: 4.FOR INSTALLATION OF CURB MOUNT SKYLIGHT ONTO WOOD CURB.USE Nit WOOD SCREWS OF SUFFICIENT �$�Di b 4.1. SKYLIGHT FRAME MATERIAL:8003-T6 EXTRUDED ALUMINUM. LENGTH TO ACHIEVE 1318 INCH MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 INCH, V 4,2. SKYLIGHT INNER AND OUTER DOME MATERIAL BAYER MATERIALSCIENCE MAKROLON POLYCAR80NATE _ a 0 (NOA 12-0605.06)OR PALRAM AMERICAS POLYCARBONATE(1400k12-0110.04) 5.FOR INSTALLATION OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK,USE 12D(0.148'MIN.SHANK F g DIAMETER)BOX OR COMMON NAILS OR#6 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 21/8 INCH MINIMUM 5.DESIGNATION'0"STANDS FOR THE A FIXED PANEL EMBEDMENT.MINIMUM EDGE DISTANCE 18 51181NCH. �- B.IN ACCORDANCE WITH THE 2010 FSC,SECTION 2411.3.3.3,WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE 6.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, _� TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SECTION 232&2. FOAM,BRICK VENEER AND SIDING. ss D p Jill 7.IN ACCORDANCE WITH THE 2010 FSC,SECTION 2003.8A.DISSIMILAR METALS INCLUDING FASTENERS THAT 7.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON WOOD SUBSTRATE MATERIALS WITH S2 MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING WOOD SHALL HAVE BEEN PROTECTED AS MINIMUM SPECIFIC GRAVITY OF Obs. DEFINED IN SECTION 2003.&4.2, S.TOE-NAILING OF CURB MOUNT SKYLIGHT CURB ONTO WOOD ROOF DECK(NOTE 5 ABOVE)SHALL MEET THE FOLLOWING REQUIREMENTS FROM THE 2006 NDS FOR WOOD CONSTRUCTION. 8.1. LENGTH(L)AS REQUIRED TO MEET P,Le AND Lm REQUIREMENTS. 8.2. M .EMBEDMENT(P)IS 2.13'FOR BOX NAILS AND 1AW FOR COMMON NAILS WITH 0.148'DIAMETER. g 8.3. MIN.LB IS 1.33'FOR BOX NAILS AND 1.0• p FOR COMMON NAILS WITH 0.148'SHANK DIAMETER. 24 8.4. MIN.Lm IS 2,13'FOR BOX NAILS AND 1.8• 88 FOR COMMON NAILS WITH 0.148'SHANK DIAMETER. 30° s iyMMBrits d No 4 M{rnl By L.=U3 L RobMd Mwiwo,P.6. / P FlorNa P.E.Na 4V82 ,�puuenp7j� rAeLEOFCONTENTS eee�� NB M ee SHEET DESCRIPTION �Q�'• NO 49752 1 GENERAL AND INSTALLATION NOTES 2 DCM CURB MOUNT-ELEVATION 3 OCM CURB MOUNT-SECTIONSDESIGN PRESSURE RATING(PSF) IMPACT RATINGATE O X44; 4 DSF SELF-FLASHING-ELEVATION LARGE and SMALL 4 DSF SELF-FLASHING-SCONS +40.05.0 %•O...R..1.40.E. F776 MISSILE IMPACT ONA1•P�4�:de`��eeeee e DCM CURB MOUNT - ELEVATION DESIGN PRESSURE = +40psf / -75psf � S 0 r— Corner Detail (am DataN#3&#4) W a Top Frame Fastener #12 X 1.5" (see BOM#5) TOP Frame #10 XFastener (see BOM#6) 4 a II 5 �— Frame Detail (see Detall#1&#3) Angle Detail (see Detail#1&#4) DL Opening=92.5" �— Glazing Dull (see Detail#1&#2) gig I� Frame I g1 Width=97.5" g Bill of Materials: s„"yya,,by■ 1 This skylight Is designed to comply with all wind zones,Including the liVH2,of the Florida Notes: 1. 6063-TS Extruded Aluminum Frame mitered and welded at four corners.Manufacturer:AFCO Part#4950 Appioii0 2. 6063-TS Extruded Aluminum Angle mitered and welded at four corners.Manufacturer:AFCO Part#4843 Building u.r c g Code. 3. Dow Corning 795 Silicone Building Sealant located between aluminum angle&glazing(glass bite) 2. This skylight meets small&large missle Impact resistance(TAS-201/TAS-203) 4. 0.125"UV Enhanced polycarbonate domes.Rise varies but is not less than 10%of the smaller and no other protection Is required. dimension of the length or width.Test specimen-10"outer dome&7"Inner dome. 3. All framing and roof deck Is by others and must comply with the Florida Building Code. Manufacturer:Bayer MaterlalSclence LLC(MA) or PalRam Americas 4. All sizes equal to or less than the test size total square footage are to be accepted S. #12 x 1"Stainless Steel Tapping Screw with neoprene gasket.Fasteners located 12"from each comer, R0WdJ.AnM#WP.E. under this NOA. maximum 12"on center.Minimum one fastener per side and minimum four fasteners per skylight. FWW P.E.W wren 5. Fasteners used to attach skyllght to wood curb are to be minimum#12 stainless 6. #10 X 0.375"Stainless Steel fasteners 4"from each corner,maximum 12"on center. steel woad screws with minimum embedment of 1.37V' O�pQ JAMES Al!", D i No 4975222 -.O DCM CURB MOUNT - SECTIONS DESIGN PRESSURE _ +40psf / 75psf 0 Detail#1: Frame,Angle&Glazing Section Detail #12x 1"StainlessSteel Tapping Screw with neoprene gasket. 0.125"W Enhanced Polycarbonate Domes.Wse varles Fasteners located 12"from each comer,maximum 12"on amen. but Is not less than 10%of the smaller dimension of the Minimum one fastener per side and four fasteners per skylight. length or vnah.Test specimen.10'outer st 7"Inner. a Dow Corning 795 Silk"Sealant.Glazing bite a LS" 1.75"X 1.75"X.060"Extruded Aluminum Retaining Angle Detail#3 Aluminum Shape Weld Detail #10 X 0375"stainless seal fastener.4"from each AFM Part#AF-4950 corner,maximum 12"on anter. .060"ExUW*d Aluminum Shape os 6 Minimum StaMless Sled M32 PH or HH Wood Screw with minimum 1.375" Sealant to be minlmum 0.125"tall bead to create constant embedment and 0.875"Edge Distance,3"from each corner&maximum 8'on seal between extruded frame and top of curb.(by others oenter.Pre-punched 1/8"holes by Maxim for fasteners(by others or optional "' or Included by Maxim as per note below) * aexssoryxSee Iastalation Notes on Sheet 1.) uu Curb Buck Exterior Finishing(by others) Minimum 12D(0.148"Shank Dia.)Common Nall or#6 Stainless Steel Wood Me cep h Screw 6'O.C.with Mlnlmum Emheddment of 2.13"and 0,5625"Ed Distance --at a weep hole (by ofts;or optional acoesswy)(Se a Installation Notes on Sheet 1.) no-V'- eld acceptable of each Dorset. N14 Curb Buck:see..Note Below -- Rod deck.(by others) i 1 * Minimum distance-,r from aluminum frame to u, roof surface for shInglrs or BUR without Insulation. Location of heHare TIG weld. vvv��r%it For Insulation and roof Hie add Insulatkxn or roof tle 3e Roof aleck and framing by others.All Z ul o thicknew to 4'minimum height roof details shall comply with the FlDft llBuilding Code Jill ** Curb buck-Nominal Southern Yellow Pine 52 j pd� 2 X 6 minknum with skylight set on buck with minimum 7b rz 25 1)8"tall bead of building sealant.Installation fasteners are X p Stalnless Sled#12 PH or HH wood Screw with minknum 1.375'embedment and 0.875"Edge Distance looted 3" 2Q from each corner and maximum 8"on center.This curb buck h an optional component Included In the NDk g e Anchoring of the curb buck must be per the Florida Building Code.See Installation Notes on Sheet 1. Detail#2 Detail#4 Glazing Detail Aluminum Angle Corner Weld Detail AFCO Part*AF-4843 V= s°"e°°'P'' 'I""° o. o¢ 0.125"UV Enhanced Polycarbonate Dome.Rise variesNOA but Is not less than Test of the smaller dimension of Miro l the length or width.Test Spedmen.10". By Dow Corning 795 Sealant,Glazing We-1.5". Location of heilarc TIG weld, Rosen J.Amoroso,P.E. Fbdds P.E.No,48762 ,a�p1111e1yI 0.125"W Enhanced Polycarbonate Dome.Rise varies J0V DAMES q but is not less than 10%of the smaller dimension of ��`�VQ.�•'G E.S�p9°i1° the length or width.Test Specimen=7". p�: jQ . No 49752 :o 9"TATI .�4/S i Off. A\ °F eOR�� NA„ ?t��, DSF SELF-FLASHING - ELEVATION DESIGN PRESSURE _ +40 sf / -75psf co s 0 +— Corner Detail (see Detall#3&#4) F W it Top Frame Fastener #12 X 1.5" (see BOM#5) In Top Frame Fastener #SO X;v" �1 t9 / / (see 80M#6) ,� y tII II y � a / Frame Detail J / / (see Detail 01&#3) D Angle Detail d = (see Dull#1&#4) �t DL Opening=92.5" z_ o Glazing Detail g Jillq (see Detail#i&#2) L Frame Width=97.5" YS BIII of Materials: Nom: 1. 6063 TS Extruded Aluminum Frame mitered and welded at four comers.Manufacturer:AFCO Part#4951 1. This skylight is designed to comply with all wind zones,including the HVHZ,of the Florida 2. 6063-TS Extruded Aluminum Angle mitered and welded at four comers.Manufacturer:AFCO Part#4843 Building Code. 3. Dow Corning 795 Silicone Building Sealant located between aluminum angle&glazing(glass bite) A � 2. This skylight meets small&large missle impact resistance(TAS-201/TAS-203) 4. 0.125"UV Enhanced polycarbonate domes.Rise varies but Is not less than 10%of the smaller and no other protection Is required, dimension of the length or width.Test specimen-10"outer dome&7"Inner dome. ¢ 3. All framing and roof deck Is by others and must comply with the Florida Building Code. Manufacturer:Bayer MaterialSdence LLC(MA)or PalRam Americas M181W tAoOua S. #12 x 1"Stainless Steel Tapping Screw with neoprene gasket.Fasteners located 12"from each corner, 4. All sizes equal to or less than the test size total square footage are to be accepted maximum 12"on center,Minimum one fastener per side and minimum four fasteners per skylight. ar under this NOA. S. Fasteners used to attach skylight to the existing roof structure are to be minimum#12 stainless6. #10 X 0.375"Stainless Steel fasteners 4"from each corner,maximum 12"on center. s Ra6eA J.Mwiuw,P.E. steel wood screws with minimum embedment of 1,375" FWW*P.E.ft 0752 �pquu�ny �pNIE3 No 49752 :D TAT b IJ��` �U. :i, DSF SELF-FLASHING - SECTIONS DESIGN PRESSURE = +40psf / -75psf co o a Detail #1: W Frame,Angle&Glazing Section Detail a #12x 1"Stainless Steil Tapping Screw with neoprene gasket.Featerhere located l2"from Detail#3 a 0.125'w Enhanced Polycarbonate Domes.Klee vada each comer,maximum 12"on center.Minimum one 9stener per side and tour fact hers per Aluminum Shape Weld Detail W to not less than 10%of the smaller dimenslon of the ,1ygald, length or vAdth.Test specimen-10'Muter a r Inner. AFCO Part#4951 1.75"X 1.75"X.06011 Extruded Aluminum Retaining Angle Dow Corning 795 Silicone Sealant.Glazing bte-1.5' weep hole Maintalu llp hew- at each corner. v' f #10 X 0.373"sWatess steel lhatemer.4"from each no"V"weld acceptable. comer,maximum 12"on center. b .060"Extruded Aluminum Shape 3 Z5 6" Stainless steel Minimum#12 PH or HH Wood Screw with minimum 1.375` embedmerd and 0.875"Edge Dunce,3'from each comer 8u maximum W on Location othellarc TIC weld. u3 center.Pre-pundhed 118"holes by Maxim for fasteners(See Installation Notes on w Scheer 1.) _ ! o I I * Minimum distance-4"from aluminum frame to a roof surface for shingles or BUR without Insulation. ZS For insulation and roof We add Insulation or roof the a thickness to 4'minimum height p Roof de&(by others) Iz a •*Roof deck and framing by others.Allg � roof details shall comply with the Flalda 999 Building Code Appiosad r aouurrofyhy wiu!tAs Detail#2 Detail#4 Glazing Detail Aluminum Angle Corner Weld Detail AFCO Part#4843 Br 0.125"UV Enhanced Polycarbonate Dome.Rise varies but Is not less than 10%of the smaller dimension of the rmwa r.Nmnno,pa. length or width.Test Specimen=10 Florlde RE No.40762 ,,4spuunpq�� Dow Coming 795 Sealant.Glazing bite=1.5". Location othellare TIG weld. ,��( J........ ES No 49752 ��0 0.125"UV Enhanced PotMrbonate Dome.Rise varies ?* nom.a but is not less than 10%of the smaller dimension of the D; >f 31 t,rq length or width.Test Specimen m 7". e�pT STA E F