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WS-12-2157 \ i y 11 Z 2! It 5 : �4Res , Miami Shores Village , _ _ fXXJ3 �ei11� ttaCB 5 tine. 10050 N.E.2nd Avenue NW Ot�C E�f SS1r Si t7 V"Wow'1000 N " 08nlj Miami Shores,FL 33138-0000PIR Pelmit.�t Is. ti Phone: (305)795-2204 �G"'OR1DA. xa saw' _ y, u� �01ES Expiration: 01/30/2016 Project Address Parcel Number Applicant 254 NW 92 Street 1131010331260 RONGINA COOKY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell RONGINA COOKY 254 NW 92 ST MIAMI SHORES FL 33150-2231 Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 WILCON CO (786)399-8855 Total Sq Feet: 0 Type of Work:REPLACE 2 DOORS AND 3 WINDOWS Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning: 1 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-11-12-45932 DBPR Fee $2.25 08/03/2015 Cash $262.30 $50.00 DCA Fee $2.25 Education Surcharge $0.60 11/14/2012 Credit Card $50.00 $0.00 Permit Fee $150.00 Scanning Fee $3.00 Technology Fee $2.40 Work without Permit Fee $150.00 Total: $312.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. August 03, 2015 Authorized Contractor / Agent ate yaBuildin ep m n Copy August 03,2015 1 Miami Shores Village i7R crr\7 T-,-: Building Department JUL oa2o,5 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 $Y._ Tel: (305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 —114 FBC 20 (L+ BUILDING Master Permit No. UJS�Z' PERMIT APPLICATION Sub Permit No.pc—\ ( Z l � ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP � ( CONTRACTOR DRAWINGS JOB ADDRESS: �� l Uv\ 0 �- S� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): \ ),I e 0 I\\Sy , v-,V-e— Phone#:7�x— � Address: City: f NXCAVV &VLa)v e S ` )�)tS_o State: Zip: E 3 1 6_0 Tenant/Lessee Name: Phone#: Email: r . CONTRACTOR:Company Name: w �nn�C�� VV-\ Phone#: Address: 'I �- // 3 1, &)F S 4� City: rVV�ay '�11 -,.a. State: F Zip: 3-? 13 Qualifier Name: k) ( I I(Cc vk, L' V'o — Phone#: &,6 — 3�19—92,s- S— State Certification or Registration#: /�� T Certificate of Competency#: DESIGNER:Architect/Engineer: fl Pi GL�Q_QQ Phone#: 3 D — 336 S06 / 1 Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description pf Warp: QG c` n /��" l FCC n Specify color of color thru tile: Submittal Fee$ Permit Fee$ ' �v ` W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ n TOTAL FEE NOW DUE$�C � (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zips 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 commencem0nt 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 ch posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signature Signature OWNE or AGENT TRACTOR Thee foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 7 day of 20 /f , by daffy of 20 A--5 by /e'� ho is personally known to �(/'/��ter[ �l <<�_ ,who is p sonattrn to me or who has produced 4L r as me or who has produced as identification and who did take an oath. identification and who did take aon oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Sign: / DENA CRUZ - X007 PUR Print: Commissloa 0 FF 204648 1c State of Florida Sea Joanna M Feliciano Seal: 8 ou1hNMloeMNngr�Assn My Commission FF 082753 orr�' Expires 01112/ old APPROVED BY /1 r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) s � La Miami Shores Village ` Building Department ° a- 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �� Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20\O BUILDING Permit No. 1�ii --o'A 5 — PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: Z- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name/(F a Simple Titleholder): L412r�.,*1.� d Phone#: 7X6 �C�'b�il Address:_9 alt City:T� CQ'CS� State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ��,(/�'1 �� Ul �(rf �' Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 34 OW c 0—' Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition x Description of Work: S . AW C ✓ a" Color thru tile: Oa Submittal Fee$ Permit Fee$ 7jOCCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notar Training/Education Fee$ Technology Fee$ Double Fee$ ISO Structural Review$ TOTAL FEE NOW DUE$ I I I N � 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. 7 Signature Signature Owner or Aq Ot Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this .> day of Nod— r y 20a:-,by AA4- day of ,20_,by who is personally known tome or who has produced { who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: >>ullII Mill/f Sign: Sign: Print: Print: My Commission Expires: M Commission Expires: 1111nnnin0 APPROVED BY b�i/ Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) l�►o>�s Miami Shores Village �VJ) Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: i DATE: ADDRESS: Z ( �� J /�/ll� � C - �� 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 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 P- C_ 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial_ 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social smurity contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or httpllwww.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: InitialJ-1� 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. V Initial c� 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 liablo 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 20t� ByJt2&��`' - � '/'`� who was personally known to me or who has Produced there License or Yom- 0 as identil ;AtisIM, era OWNER IfA o,`Q��s•�o�a,o S T'AT�E��`�� e is 7 t M IAM I-RADE • MIAMI-DADE COUNTY,FLORIDA 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.gov/build code PGT Industries 1070 Technology Drive Nokomis,FL 34274 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 beenAlsigned to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series SH-800 Aluminum Single APPROVAL DOCUMENT: Drawing No. 4065- S' e g Window,Impact(LM)", Sheets 1 of 10 through 10,prepared by manufact 24/ 2, w ' ion I dated 01/17/2007, signed and sealed by Robert L. Clark,P.E.,be g e a Cou oduct Control Renewal stamp with the Notice of Acceptance number and exp' t ade County Product Control Division. MISSILE IMPACT RATING: Large and Small Miss Impa istant LABELING:Each unit shall bear a permanent label with the facturer's name or logo, city, state 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#06-1010.03 and consists of this page 1 and evidence pages E-1 and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. Aft NOA No.07-0801.03 v Expiration Date: December 13,2012 .e ) Approval Date: December 06,2007 Il �db� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4065-1, Sheets 1 through 7 of 7, titled"Alum. Single Hung Window, Impact (LM)", dated 04/24/2002 with revision I dated 1/17/2007,prepared by manufacturer, signed and sealed by Robert L. Clark,P.E. (Submitted under NOA#06-1010.03) B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of a series SH-800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4955, dated August 7, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA#06-1010.03) 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 a series SH-800 aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report - No.FTL-3258, dated February 26, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA#06-1010.03) 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 a series SH-800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4008, dated January 16, 2002, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA #06-1010.03) _ Jaime D.Gascon,P.E. Chief,Product Control Division NOA No.07-0801.03 Expiration Date: December 13,2012 Approval Date: December 06,2007 E- 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004,prepared by manufacturer, dated 10/2/2006 and 11/9/2006, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98/02 (Submitted under NOA#06-1010.03) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-1205.10 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont Sentry Glass®Plus"dated 02/15/07,expiring on 01/14/08. 2. Notice of Acceptance No. 03-0415.13 issued to Solutia Inc. for their"Vanceva Composites used for lamination of glass"dated 12/11/03, expiring on 12/11/08. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated October 2, 2006, signed and sealed by Robert L. Clark,P.E. (Submitted under NOA #06-1010.03) 2. Laboratory compliance letter for Test Report No. FTL-4955, issued by Fenestration Testing Laboratory, Inc., dated August 23, 2006, signed and sealed by Edmundo Lar aes ada,P.E. g P (Submitted under NOA #06-1010.03) G. OTHER 1. Notice of Acceptance No. 06-1010.03, issued to PGT Industries,for"Series SH-800 Aluminum Single Hung Window—LMI", approved on 03/01/2007 and expiring 12/13/2007. 1��Y4&�- Jaime D.Gascon,P1. Chief,Product Control Division NOA No.07-0801.03 Expiration Date: December 13,2012 Approval Date: December 06,2007 E-2 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG WINDOW 1.GLAZING OPTION: A.7/16"LAMINATED GLASS CONSISTING OF(2)LITES OF 3116"HEAT STRENTHENED GLASS WITH AN.090 INTERLAYER OF SENTRY GLASS PLUS BY E.I.DUPONT DENEMOURS&CO.,INC. B.7/16"LAMINATED GLASS CONSISTING OF(2)LITES OF 3/16"HEAT STRENTHENED GLASS WITH AN.075 INTERLAYER OF VANCEVA BY SOLUTIA,INC. _ 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP) 3.DESIGN PRESSURES:(SEE TABLE 1) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98 OR ASTM E 1300-02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98 OR ASTM E 1300-02. NOA DRAWING MAP 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6 THROUGH 10 FOR ANCHORAGE DETAILS. SHEET 5.SHUTTERS ARE NOT REQUIRED. GENERAL NOTES.............1 GLAZING DETAILS............1 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. DESIGN PRESSURES.......1 ELEVATIONS.....................2 7.REFERENCES: TEST REPORTS FTL-3258,FTL-4008 AND FTL-4955. VERT.SECTIONS............. 3HORIZ.SECTIONS............ 3 ELCO TEXTRON NOA:04-0721.01,03-0225.05 PARTS PAS LIST....................... 4 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION EXTRUSIONSAIL.............. 5 ADM-2000 ALUMINUM DESIGN MANUAL © CORNER DETAIL.............. 4 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,CURRENT EDITION FOR THE HIGH VELOCITY ANCHORAGE.................... 6-10 HURRICANE ZONE(HVHZ). EXTERIOR INTERIOR 67 PRODU( > as co. y - 1-nja 1 Build Accept-L—1�:, — ,03 Ex i �on ate /Z ay Miam ade Product Control 591/2"NOM. Division GLASS BITE 66 Piii9IIUCT R::Y15E3? TABLE I. DESIGN PRESSURES(ALL SIZES &CONFIGURATIONS) a acomplyhIgwiththe€Wrida BuMingCode ANCHOR TYPE SUBSTRATE POS NEGAccepMwftg Dve 03 07 5/16"ELCO TAPCONS 3.5KS1 CONCRETE/1.5KS1 CMUe +90.0 -110.0 50 OTHER ANCHOR TYPES AND SUBSTRATES AVAILABLE,SOME WITH DESIGN PRESSURE OR 51 LIMITATIONS. SEE SHEETS 6 THROUGH 9 FOR SPECIFICS. 58 Imo—3116"HEAT STRENGTHENED GLASS 3116"HEAT STRENGTHENED GLASS 0.090 SENTRY GLASS PLUS BY E.I.DUPONT DENEMOURS —P — &CO.,INC.OR 0.075 VANCEVA BY SOLUTIA,INC. 7/16"LAMINATED 7/16" LAMINATED GLASS R—d Br. oar wMairn: REDRAWN REVISE NOTE ADD VANCEVA INTERLAYER,ADD MAP a-w"n: FK 9!28/08 G ADDASTAti+E 1300.02 TO W67 E 3. J GENERAL NOTES, GLAZING DETAIL&DPS wad arc Dalt: RwhMe: 1070 TECHNOLOGY DRIVE F.K. 11/8/08 H ADD INTERLAYER MANUFACTURER NOKOMIS,FL 34275 Rwed ar. rd DI" RtNalar. CHANGENOTE8T U NTED/TANDADDSUBSTRATE ALUM. SINGLE HUNG WINDOW, IMPACT LM Obert L.Clark,P.E. P.O.BOX 1529 F.K. 1/17/07 I STRENGTH TO TABLE 1. NOKOMIS,FL 34274 Visibly Better S..w V-ft N0' r— PE#397'12 Dram er• Da.: t�■amd e. dr: h' F.K. 4/24/02 J.J. 9/29/08 SH800 IVTB 1 a 10 40651 I Structural 53 1!8"MAX.WIDTH r 53 1/8"MAX.-WIDTH--i 49 5lDLO(ALL)FIXED D 1-53 1/8"MAX.WIDTH—{ C SEE DLO IA TABLE j p SEE DLO SEE DLO C TABLE O j TABLE 0 j I 76"MAX. 76"MAX. 76"MAX. HEIGHT HEIGHT i HEIGHT SEE DLO 38 7/16" TABLE X j SASH SEE DLO l X SEE DLO I X j (MAX.) HEIGHT TABLE — — I as 1/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW STANDARD SASHZ RADIUS TOP(STANDARD SASH) H53 1/8"MAX.WIDTH —531/8"MAX.WIDTH VERTICAL DAYLIGHT B E OPENING PRODUCT RENEWED FIXED LITE as uildicomplying with the Florida Bng Cndc HIGH Acceptance No 03 Expi ion Date BIZ DETAIL SILL By E- u Mi Dade Product Control SEE DLG III A 34 1/8 Division TABLE I� O SEE TABLE O B 41 1/4" / HEIGHT 76"MAX. C 40 7/8" HEIGHT l D 52 11/16" _ E 52 5/16" -- PRODUCT REV6SED 20" 20" SASH as compbing with tk norma SEE DLO TABLE Xj SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT HIGH AteepLumNO - CO)10.03 DETAIL SILL 2007 B 7 A 34 1/8" rim DETAIL D DETAIL EB 27 1/8" Mal III VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) C 27 1/8" D 15 3/4" NOTES: E 1.SEE SHEET 3 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. TABLE 2. 2.SEE SHEET 4 FOR CORNER DETAIL VIEWS, 3.SEE SHEETS 6 THROUGH 10 FOR ANCHORAGE INFORMATION. Rned Br: Lees: Re ftf r. e> : F.K. 9n8/os G REDRAWN,COMBINE ELEVATIONS AND ADD DLO TABLE 2. ELEVATIONS / zr, RevW W. nee.: RmYMM; 1070 TECHNOLOGY DRIVE F.K 1116106 H ADD MAX WIDTH DIM.TO ALL DETAILS 6 REVISE DETAIL A DLO. NOKOMIS,FL 34275 TMs Rte,.: P.O.eox 1529 —A(37— ALUM. SINGLE HUNG WINDOW, IMPACT LM lark,P.E. 0—By 1/17/07 I NO Data-CHANGE THIS SHEET NOKOMIS,FL 34274 Visibly Better swr.awdr: eoW " ° ""°R° rb PE#39712 F.K. 4124102 J.J. 912WW SH800 NTS 2 w 10 4065-1 I Structural I--2.784" INSIDE • f 34 (SEE NOTE) 35 ' BALANCE USED CrMAX.VENT DAYLIGHT OPENING ON SASHS>40 LBS 41 16 & 18 - MAX. 10 14 + �� + 2.710 FIXED LITE ° DAYLIGHT OPENING 11 & 13 26 28 MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 42 SECTION A-A OUTSIDE 32 g 17 BALANCE USED ON SASHS<40 LBS REINFORCEMENT REQ'D.ONLY ON MAX. VIEW AND RADIUS TOP WINDOWS HEIGHT9 25 PRODUCT RIiNE WED INSIDE as complying wah the Florida OUTSIDE Building Code Acceptance Nu — Q 2g Expi ion ate plL MAX.VENT x^2.710" By \ DAYLIGHT Miami a de Product Control OPENING 27 REINFORCEMENT REQ'D.ONLY ON OUTSIDE Division VIEW AND RADIUS TOP WINDOWS 9 36 > 76 40 mel)UCT REwwD 77 aseo®mingr�68 >a dft < ata 3 < 7 < 78 Doge hetioe� < 2. 6- SECTION C-C 38 RADIUS TOP (HEAD DETAIL) (SEE NOTE) 4 37 ULTRALIFT NOTES: 20 ONLY 1.MINIMUM OF ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS SECTION B-B LOCATED 6"FROM EACH SIDE OF VENT. 2.TWO 5/8"WEEP NOTCHES REQUIRED(ONE AT EACH END OF SILL,SCREEN RETAINER LEG.) Rii.aer wr: ,.. ` FK 9/16/06 G REDRAWN,REVISE LATCHES PER NEW TEST REPORT NNE" E Y DRIVE TIONS , /1'�14-1 7 F.K. 11/6/06 NO CHANGE THIS SHEET 107N KOMISF�34275 nr R..dB'' DO `"""""` P.o.eox 1529 ALUM. SINGLE HUNG WINDOW, IMPACT LM Robert L.Clark,P.E. FA 0n ar O.te:17/07 Cho ee NDOa*CHANGE THIS SHEET NKOMIS,FL 34274 T ssibly Better PE#39712 F.K. 4124/02 J.J. 9/29/06 SH800 Half 3 4065-1 I Structural ITEM DWG# DESCRIPTION PGT# 58 SILICONE, DOW 899, 995 OR EQUIV. 1 4002B FLANGE FRAME HEAD 640026 59 4222A GLAZING BEAD 7/16" LAMI 64222 2 1155-1 #8 X 1"S.S. QUAD PN. SMS 781PQX 60 985B GLAZING BEAD 7/16" LAMI W/GRILL KIT 6985 4 4050B FLANGE FRAME SILL 640506 66 1224 VINYL BULB WEATHERSTRIP "THICK" TP-247 _ 5 1062 WSTP., .187 X.270 FIN SEAL 61062G 67 1622 GLASS SETTING BLOCK 3/32 X25/64 X 1 71622K 9 4004 IFLANGE FRAME JAMB 612227 69 1014 SCREEN FRAME (HOR. &VER.) 61014 10 4025 SASH STOP 64053 70 1630 SCREEN CORNER KEY W/RINGS 71630 11 4029 CALDWELL SPIRAL BALANCE, 5/8" 612244 71 1631 SCREEN CORNER KEY W/OUT RINGS 71631 12 4029 BALANCE BOTTOM BRACKET CLIP 7BALTBKT 72 1073 SCREEN SPRING 7CASP 13 1080 BAL. COVER, RIGID VINYL, 5/8" 6BALCVR916 73 1624 SCREEN SPLINE -.135 DIA. FOAM 61624K 14 #10 X 1" SMS 710X1 PPSDA 74 1635 ISCREEN SPLINE-.135 DIA. HARD 61635K 16 4029-1 CALDWELL ULTRA-LIFT BALANCE, .670" 75 SCREEN CLOTH 61816 17 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1FPAX 76 505 GLAZING CHANNEL(.688 X.500) 6533402 18 1080-1 .670 ULTRA-LIFT BALANCE COVER 6BALCVR670 77 1161 #6 X 1.000 PH. BUGLE TEK SCREW 706X1 19 4053 SASH STOP COVER 64053 78 FOAM GLAZING TAPE 1/16 X 1/2 162BV1510 20 4029-1 SASH BRACKET 7ULBRKT 21 #8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 24 1086 SASH TOP GUIDE, 11/16" BAL. 42505R& L 25 4054C FIXED MEETING RAIL 64054C 26 4066 WSTP...187 X.230, FIN SEAL 64066G 27 4063 MEETING RAIL REINF. TUBE .75 X 1.50 64063 28 4064 MEET, RAIL REINF. TUBE END CAP 44064 29 1179 #10 X 3/4" P. PAN HEAD TEK 18/8 S.S. 710X34PPSDAX SEALANT ALONG 12" MAX O.C. ENTIRE JOINT PRODUCT tI'j_;':WED lyl-30 947 DIA. 3/8" HOLE PLUG 41722 Buildir�g Co2 as cc:n}>'Co with etc Florida de 32 4006C SASH TOP RAIL 64006 AccepcL3 anceN.0 —O$ Z Expiration ate 33 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G I 34 1096 SWEEP LATCH 71096 sy Miami ade Product Control 35 1175 #8 X5/8" PH FH SMS 7858SS 9 Division 36 4051A SASH BOTTOM RAIL 64051 9 37 1226 WSTP., BULB VINYL 6TP249 38 2740A EGRESS LATCH 62740AM 39 LIFT RAIL COVER CAP 74078"C" L OR R WELD PRODUCT ascemply*gvM>sen ALONG ascompbfrgw%tBeffieF4wid� 40 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 9 ces SCREW n zT 4008 SASH SIDE RAIL 612231 BOSS(2) K*-d■ 4007 42 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G SEALANT OR GASKET AT HEAD AND SILL 44 1085 SASH TOP GUIDE, 9/16" 42504 Piaiazi 45 1086 SASH TOP GUIDE, 11/16" 95: 46 1268 SASH FACE GUIDE 142501 VIEW D-D VIEW E-E 50 GLASS, 7/16 LAMI-3/16 HS, .090 SENTRY GLASS PLUS (1/1 &VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) INTERLAYER E.I. DUPONT DENEMOURS & CO., INC., 3/16 HS 51 GLASS, 7/16 LAMI-3/16 HS, .075 VANCEVA INTERLAYER BY FRAME CORNER CONSTRUCTION SOLUTIA, INC., 3/16 HS /� p Re.w ar 07: pa—i— REDRAWN C RNER C STRUCT/ON ADD ITEM 51 AND o..rpun: F.K. 9126106 G REMOVEWINDLOADADPTR,WAS ITEM 19,UPGRADE ITEM 25 PARTS LIST&FRAME CORNER DETAIL F.K. 1116106 Hµ CORRECT ITEMS 1,4,14,29,50&51— 1070 07NOKOMIS.FL 34275NE P T Osb: ALUM. SINGLE HUNG WINDOW, IMPACT LM Robert L.Clark,P.E. F.K. 1117107 I NO CHANGE THIS SHEET P.O.BOX 1529 e.r sr.e nrr+a us n.,. PE 939712 NOKOMIS,FL 34274 V.,bL'Better Omer,By. Orb: duds? DMr: •J F.K. 4/24/02 J.J. 9129106 SH600 IVT$ 4 d 10 4065-1 I Structural 1.749 f�---2.784 { .062 2.946 2.710 .062 .490 - 1.363 n It 3.446 .062 .062 �-1.451 7 O FLANGE FRAME HEAD 1 g SASH STOP #4002B,6063-T6 #4025,6063-T5 (1/1 8 VIEW WINDOWS) I---2.7a4 Og FLANGE FRAME JAMB O #4 FLANGE FRAME SILL RADIUUSS TOP s 4 (USED AS RAP HEAD) #4050A,6063-T6 1.342 —� .750 I-�— �-1.513-- 738 .040 f .062-- 2'1� 1.500 .125 T � 1g SASH STOP COVER 25 FIXED MEETING RAIL 27 REINFORCEMENT, #4053,6063-T5 #4054C,6063HD-T6 FIXED MEETING RAIL #4063A,6061-T6 PRODUCT KINE\'!ED as complyi::E.,,ah the Florida 2.326 Bond,,,E dc Ce Accep:ancc No ,p3 E.P�reticn Date p1 j By 2.279----] 1.165 Mian ade Pro uct Control I Division 2.638 1.707 .062 .062 1.349 .062 PRODUCT REVISED O SASH TOP RAIL O SASH BOTTOM RAIL 41 mcmngCed edithffisNS SASH SIDE RAIL guiding Cede 32 No #4006D,6063HS-T6 36 #4051 A,6063-T5 #4008,6063-T5 ^ 1°°'067 857 .050 907 .678 678 .050 062 1.096 1.115—-T 38 EGRESS LATCH 59 GLAZING BEAD 7/16" 60 GLAZING BEAD, 7/16" #2740A,6063-T5 #4222,6063-T5 #985C,6063-T5 (USED W/GRILL KIT) Z RseBy. oxer: Ralsias: 0--"- F.K. 9/26106 G REDRAWN.UPGRADE ALLOY,ITEMS 9 8 25. EXTRUSIONS J`, O� Dae.: wwna:vr1070 TECHNOLOGY DRIVE Tow / F.K. f 1/8/06 H CORRECT ITEMS 1832 DWG.REV. NOKOMIS,FL 34275 tser.eey oda ALUM. SINGLE HUNG WINDOW, IMPACT LM Robert L.Clark P.E. P.O.BOX 1529 c;y_ F.K. 1117/07 I NO CHANGE THIS SHEET NOI.OMIS,FL 34274 Viribl Better PE#39712 on By. oaw cirdwJ ow. y SH800 flc7�{ 5 d 10 40651 I Structural F.K. 4/24/02 J.J. B/28/06 ANCHOR QUANTITIES FOR 1/1 WINDOWS TABLE 3. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 3-#12 STEEL SCREWS(G5) 4-5/16"ELCO TAPCON.S ANCHOR TYPE: o U U o U U ppo U U po U U o U Um 0 o U U pO U U a U U WINDOW GLASSNgNO � 004 0 .ANCHOR LOCATIONS ARE BASED ON THE 0NONO � Oc�iO �' 0 0cli ' O � ONO �' OONO �' O � ONONO � O 2 FOLLOWING TESTED DIMENSIONS AT FULL DP. WIDTH TYPE U U 3 U U U U U U U U 3: U CO) U U 3 U U ,3"MINIMUM O.C.SPACING. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD-181/2"MAX.FROM CORNERS 19.125 A JAMBS-10"MAX.FROM TOP CORNERS 1 2 1 1 111 1 ,2 1!2 11112 2 2 2 22 2'2 212 2 2 2'3 2 2 2 2 23 2;212 2 3;3 2 212 2 3 3 3'2 22 10"MAX.FROM BOTTOM CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ©81/8"MAX.ABOVE MEETING RAIL 24.000 A 6"MAX.BELOW MEETING RAIL 1 2 1 2 1 1 1 3 1 2 1 2 2 3 2 2 2'2 2'3 2 2 2'2 3,3 2!2 2 2 34412 2 2 2 3'4 2 2 2 2 4'413';3 2'2 SILL-ANCHORS NOT REQUIRED PSF =95" 3.INSTALL IN MIAMI-DADE COUNTY PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE 32.000A 2 1 1 1 2 1 1 2 1 1 1 2 1 1 2 1 1 1 1 2 1 1 1 1 2 1 1 DIMENSIONAL CRITERIA OF NOTE 2. 2 2 1 2 1 2 2 312 211 2 2 3 2 3 2 2 2 4 2 3 2 2 3 4 2'3 2 2 3 413 312 2 3 513,312 2 4 5 3 4 3 3 4.SHADED WINDOW SIZE BLOCKS OF THE ADJACENT PSF .85 TABLE ARE LIMITED TO THE DESIGN PRESSURE SHOWN ABOVE THE QUANTITY OF ANCHORS. 37.000 1 ' 1 1 2 1 1 2 1 1 1 1 2 1 1 1 1 2 1 2 1 1 2 1 2 1 1 2 1 2 1 1 2 2 1 A 2 2 2 2 1 2 2 3 2 2 2 2 2 412 312 2 3 412 312 3 3!512 312 3 3 513 312 3 4 513 412 3 56 3I4! 3 3 PSF 79 103 40.000 2 i 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 A 2 2 2 211 2 -2 3 2 3 2 2 3 4 2 3 2 2 3 4 2 3 2 3 3 5 2'3'2 3 3 5 3 3 2 3 4 6 3 4 2 3 5 6 4 4 3 4 P2oflvcr ..ra',VVLD a.,compiyi_:g rri'?:t4;c Florida PSF 73 91 8oi1d03 44.000 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 wccepra cc No Ex 'g=1 i Da OIQ A TABLE KEY: ®Y 2 2 2 2 2 2 :2 312 J22 3 4 2 3 2 3 3 513 312 3 3 5 3 312 3 4 613 412 3 4 613 412 3 5 7 4 513 4 lvfi ade oduct Control PSF 68' X83' HEAD Division 48.000 2- 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 2 A JAMB ABOVE 2 i 3 2 2 2.2 2 2 `2 3 23 2'2 3,4 3 3 2 3 3 5 3:3 2 3 4:6 3 4 2 3 4 6 3 4 3 3 4 7 3 4 3 3 68 4 5 34 MTG.RAIL JAMB BELOW PR®DUCTREVISED PSF 62 '102 76 97 MTG.RAIL ascomplyiogwithfbeFlesida 53.125 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 3 2 4 3 2 AccepUmm No ®B"�Scea: 222222 - ! 7 A Dale 2 3 2 3 2 2 3 4 3 4 2'3 3'5 3 4 2 3 4 6 3'4 3 3 4 7 4 4 3 4 5 7 4'5 3 4 6 8 4;5 3.4 t4a10� 16- R—d ey. Deb: R�rYMu: o..abem: F.K. 9/28006 G NEW SHEET,UPGRADE AND DETAIL ANCHORAGE ANCHORAGE, 7/7 WINDOWS ANe: RwYbra: 1070 TECHNOLOGY DRIVE P T F.K. 11/8/06 H REVISE TABLE DUE TO REDUCED ANCHOR CAPACITY CAL CS NOKOMIS,1 L 34275 R. ALUM. SINGLE HUNG WINDOW, IMPACT LM Robert L.Clark,P.E. F.K. 1117107 I CHANGE NOTE2-ADD 3"MIN.O.C.&8108'ABOVEMTG.RAIL P.O.BOX 1529 �rww: xaw �,, DaMNpNo Rrr PE#39712 D—er. De Y: a dod , Deb: NOKOMIS.FL 34274 Visibly Better SH800 NTS 6 d TO 4065-1 I Structural FK 7120106 J.J. 902W006 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 4. ANCHORAGE NOTES: WINDOW HEIGHT " 1. ANCHOR TYPES:2-1!4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 3-#12 STEEL SCREWS(G5) ANCHOR TYPE: 4-5116"ELCO TAPCONS O U U U o o v v o U U o v v o U U o M O Z Z o 2.ANCHOR LOCATIONS ARE BASED ON THEWNDOWGLASSN O O FOLLOWING TESTED DIMENSIONS AT FULL DP. WIDTH TYPE 5 S U U e3"MINIMUM O.C.SPACING. PSF 83° HEAD-18 1/2"MAX.FROM CORNERS 19.125 JAMBS-17 1/2"MAX.FROM TOP CORNERS A 1 1 1 1 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 1 2 2l2 212 1 2 2 2 2 2 2 3 2 2'2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 3 3 2 2 2.2 881/8"MAX.ABOVE MEETING RAIL 6"MAX.BELOW MEETING RAIL PSIF SILL-ANCHORS NOT REQUIRED 24.000 A1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.INSTALL IN MIAMI-DADE COUNTY PER THE 1, 1 1 , 1 1 112 2 2 2 2'', 1 3 3 2 2 2 2 3 3 2!2 2!2 3 3 2 2 2 1 2 4 4 2 2 2'2 4 4 3:2 2 2 4 4 3 2 2 2 ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. PSF 55- .92 88` 32.0001 1 1 2 1 1 4.SHADED WINDOW SIZE BLOCKS OF THE ADJACENT 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 A TABLE ARE LIMITED TO THE DESIGN PRESSURE 1 1 1 1 1 2 2 2 2 2 2 3 3 2'2 2 2 3 3 2'3 2 2 4 4 3 3 3 2 4 4 3 3 3 2 5 4 3'3 3 2 5 4 4 3 3'2 SHOWN ABOVE THE QUANTITY OF ANCHORS. PSF 49 81 106 78 37.000 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 A _.. 1 1 1 1 1 1; 2 :2 2 2 2 2 2 3 3 PSF 46174 9� .-73, 99, 40.000 2 � 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 PROPIJC"RENTINED A . .. .. .. as co-PlYi"3 wish the Florida 1 1 ,1 1. 1 1 2 2 2 2 2 2 3 3.2 3 2 2 4 4 3 3 2 3 4 5 3 3 3 3 5 5 4 3 3 3 5 5 4:4 3 3 6 5 4 4 3 3 Buildirc cede tAccCptance IVoPSF 42 66 '88 67. 87 g� .tc ��44.000 A 2 3 2 232 TABLE KEY: MamiPtoductControl 2 2, 2 2 2 2 2 2 2 3 2 1° 1:NAA 1 1 2 2 2 2 2 2 3 3 3 3 2 2 4 4 3!3 2 3 5 5 3 3 3 3 5 6 4 3 3 3 6 6 4 4 4 3 6 6 4 4 4 3 Division HEAD PSF 39 . 9 79% 63`_'1078 -106 2 48.000 A 2 2 2 2 2 2 3 <` 2 2 3 2 2 4 2 2 4 2 2 4 2 2 JAMB ABOVE 3 2 1 1 1 :1 1 1 2.2 2'.'2 2 2 3 313 3 2 2 4 4 3 3 3 3 5 5 4',4 3 3 6 6 4 4 3 3 6 6 5 4 4 3 7 6 5 4 4 3 MTG.RAIL PSF 36 52 70� 'S7 05 71 =93 X106 JAMB BELOW Ps�Oavcs v 53.125 MTG.RAIL �eon,p�o ,� A 3 2 4 3 2 4 3 2 4 3 2 Buiding Cade 2 2 2 2 2 2 23, 2 2 3 2 2 4 as coin*Ing with 03 1 .1, 1. 1 1 1 2 2 2 2 2 211 3 3 3 3 3 4 4 3 4 3',3 5 5 4'4 3 3 6 6 4 4 3 3 7 7 5 4 4 4 7 7 5 5 4 4 E base newer a.r: rr.H.w,n: tiwtoem: F.K. 8/2&/06 G NEW SHEET,UPGRADEAND DETAIL ANCHORAGE � ANCHORAGE, STANDARD VIEW DMs: ftw k■: 1070 TECHNOLOGY DRIVE F.K. IIx" H REVISE TABLE DUE TO REDUCED ANCHOR CAPACITY CALCS. NOKOMIS,FL 34275 t"° �"'°� °"` ALUM. SINGLE HUNG WINDOW, IMPACT LM Robert L.Clark,P.E. F.K. 1117107 I CHANGE NOTE2-ADD 3"MIN.O.C.&81/8"ABOVE MTG.RAIL P.O.BOX 1529 rt #39712 Oran er. a Cnedod . dt.: NOKOMIS,FL 34274 Visibly Better SMOMo A sd.: tM."wpra. a.: F.K. 7/20/06 J.J. 9!29/06 SH800 NTS 7 d 10 406��1 I Structural ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMBS),CUSTOM WINDOW HEIGHT MINUS SASH HEIGHT TABLES. ANCHORAGE NOTES: • WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6. 1. ANCHOR TYPES: 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) SUBSTRATE: 17.172 22.172 27.172 32.172 37.172 42.172 47.172 55.926 4-5/16"ELCO TAPCONS LAST3001 - pANCHOR TYPE:E v e3"MINIMUM O.C.SPACING.v 0 0 U U 0 0 02.ANCHOR LOCATIONS ARE BASED ON THE WINDOW G � � FOLLOWING TESTED DIMENSIONS AT FULL DP."v WIDTH TYP JPSF 1Q6: HEAD-18 1/2"MAX.FROM CORNERS JAMBS-17 1/2"MAX.FROM TOP CORNERS 19.1251� 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 88 1/8"ABOVE MEETING RAIL A SILL-ANCHORS NOT REQUIRED 1 1 1 2 2 1 2 2 2 3 2 2 3 2 2 3 3 2 4 3 3 4 4 3 3.INSTALL IN MIAMI-DADE COUNTY PER THE -106.`. ADJACENT TABLE ANCHOR QUANTITIES USING THE 24.000DIMENSIONAL CRITERIA OF NOTE 2. USE WITH THE 1 1 1 1 1 TABLE ON THE NEXT PAGE TO COMPLETE THE 1 1 1 2 2 2 3 2 2 3 2 2 4 3 2 4 3 3 5 3 3 5 4 3 ANCHORAGE REQUIREMENTS FOR CUSTOM VIEW WINDOWS. PSF 106" 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW 32.000 23 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 1 2 1 12 1 1 WIND A OWS ARE 12 5/8"MIN.TO 38"MAX. __ _. 1 1 1 2 2 2 3 3 2 4 3 3 4 3 3 5 4 3 5 4 4 6 5 4 5.76"MAXIMUM WINDOW HEIGHT. PSF 94 92 100 109' 1 2 6.SHADED WINDOW 37.000 2 2 2 1 1 2 1 1 2 2 1 2 2 1 2 1 2 1 2 2 1 SIZE BLOCKS OF A _ THE ADJACENT 2 2 2 3 3 2 4 3 3 5, 4 35 4 3 6 4 4 7 5 4 TABLE ARE LIMITED PSF 82 106 80 105 x:89 TO THE DESIGN X100 X09, PRESSURE SHOWN 40.000 A 2 2 2 2 - 2 2 2 2 2 2 , = 2 2 3 2 2 3 2 2 3 2 2 QBOVETHE NTITY OF Paonu l rF __ -..-- -_. _... _. .__ _. _._..... asconll} �'a.�.eFlodda 1 1 1 2 2 2 3 3 3 4 4 3 l5 , 4 3 5 4 3 6 5 4 7 6 5 ANCHORS. Build.:. c.,. Accepta:ice No pp PSF r,G9 90 69. 90 83 108 88 95 101 Expi D to of 44.000 2 - 2 2 t7 2 2' 2 -2 2 2 2 2 2 3 2 2 3, 2 2 3 2 2 3 2 2 By ct Control� A iami a Produ M 1 1 2 2� 2 �;`.3 3' 3 4. 4 3 S`' 5 4 5` 5 4 7 5 4 8 6 5 Division PSF66 7$ 105 `63 ,81 109 83 108 88 871` '9t;. 94`` 107 48.000 22 2 2 �.;2 2 :'2 2';� 2 3 - 2 2 3 2 2 2 2 3 2 2 4,'" 2 2 P ®aat�[awu A `w , w _ as eomidyfng wkb 64 p1wids 2 3 3`> 3 '` 4- 4 4 5 5 4 6 6 5 7 5 �8- 7 5 �iawgcaae TABLE KEY: "� No PSF 51` 67 90' 63 ¢i 109 76 99 578; 101; = 82 107 84 ' 109; 404 r> w 007 53.125 2, HEAD ; 2 «3 2' 2 3 2 2 ti`3 3 23 3 2 3 2 4 3 2 A - Product >. ;f — 4 m n CwtN 2- 2' 3 3'. 3 4 _4 4 5 5 4 $Y.` 6 5 , "7 6 x,$' 7 6 JAMB ABOVE----- MTG.RAIL L 6 Rs..oer aa' F.K. 9/28106 Raw_ NEW SHEET UPGRADEAND DETAIL ANCHORAGE �. ..�..1070 TECHNOLOGY DRIVE ANCHORAGE, CUSTOM VIEW ABOVE MTG. RAIL F.K. 11/6/06 H REVISE TABLE DUE TO REDUCED ANCHOR CAPACITY CAI CS NOKOMIS,FL 34275 Tom' 'a"°� °" R'"'"°"'' ALUM. SINGLE HUNG WINDOW IMPACT LM F.K. 1/17/07 I CHANGE NOTE 2-ADD 3'MIN.O.C.8 8 1/8'ABOVE MTG.RAIL P.O.BOX 1529 Robert L.Clark,P.E. a.-or D9. Cn.wea D, NOKOMIS,FL 34274 Visibly Beam. $1°`� s� s� °iM N. F°^ PE#39712 F.K. 7/20/06 J.J. 9/28/06 SH800 NTS 8 d 10 4065-1 I Structural is t ANCHOR QUANTITIES BELOW MEETING RAIL(JAMBS),CUSTOM WINDOWS BASED ON SASH HEIGHT TABLE s. ANCHORAGE NOTES: SASH HEIGHT 1. ANCHOR TYPES: 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE:,--, 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 3-#12 STEEL SCREWS(G5) 4-5/16"ELCO TAPCONS ANCHOR TYPE: U U 0 0 U 0 0 0 0 0 O 0 0 V 0 U 0 0 0 0 0 U WINDOW MAX. N N 0 v 0 N w 0 ' 0 C4 $ ` 0 O N N 0 ' N N 0 O N N O a N $ N O v 0 coli 0 O 2,ANCHOR LOCATIONS ARE BASED ON THE WIDTH PSF 5 5 0 0 0 0 FOLLOWING TESTED DIMENSIONS AT FULL DP. 110 1 1 1 1 2 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 e3"MINIMUM O.C.SPACING. -100 1 1 1 1 1 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 90 1 1 1 1 1 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMBS- 6"MAX.BELOW MTG.RAIL 19.125 80 1 1 1 1 1 i 1 2 1 1 1 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 15"MAX.FROM BOTTOM CORNERS -70 1 1 1 1 1 1 2 1 1 2 22 2 2 2 2 2 2 2 2 2 2 2 2 SILL-ANCHORS NOT REQUIRED -60 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3. INSTALL IN MIAMI-DADE COUNTY PER THE -110 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 ADJACENT TABLE ANCHOR QUANTITIES USING -100 1 1 1 2_ 2 1 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 THE DIMENSIONAL CRITERIA OF NOTE 2. USE 24.000 -90 1 1 1 1 1 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 WITH THE TABLE ON THE PRECEDING PAGE TO 80 1 1 1 1 1 1 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 TO COMPLETE THE ANCHORAGE REQUIREMENTS -70 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 FOR CUSTOM VIEW WINDOWS. 60 1 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4.SHADED SASH SIZE BLOCKS WITH"NA"IN THE -110 2 2 1 2 2 2 3 2 2 3 3 2 4 3 2 4 3 2 4 3 2 4 3 2 ADJACENT TABLE MEANS RESPECTIVE ANCHOR 100 2 2 1 2 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 4 3 2 AND SUBSTRATE COMBINATION NOT AVAILABLE 32.000 -90 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 FORTH IS MAX.PSF. -80 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 4 Z 2 4 2 2 -70 1 1 1 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 1 2 2 3 2 2 -60 1 1 1 1 1 1 2 2 1 2 1 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -110 2 2 2 2 2 2 3 3 2 4 3 2 4 3 3 5 3 3 5 3 3 5 1 3 3 -100 2 2 1 2 2 2 3 2 2 3 3 2 4 3 2 4 3 3 5 3 3 5 3 3 37.000 -90 2 2 1 2 2 2 3 2 2 3 3 2 3 3 2 4 3 2 5 3 2 5 3 2 -80 1 1 1 2 2 1 3 2 2 3 2 2 3 3 2 3 3 2 4 3 2 4 3 2 70 1 1 1 2 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 PRODUCT RENEWED as complying m ith the Florida 60 1 1 1 1 1 1 1 1 2 1 2 1 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Building Code -110 2 2 2 2 2 2 NA 3 2 4 3 2 5 3 3 5 3 3 5 3 3 5 4 3 Acceptance No – 03 -100 2 2 1 2 2 2 3 2 2 4 3 2 4 3 3 5 3 3 5 3 3 5 3 3 Ex ' 40.000 -90 2 2 1 2 2 2 3 2 2 3 3 2 4 3 2 4 3 3 5 3 3 5 3 3 By -- -- -- - - – – - --- Miami ade Pro uct Control 80 2 2 1 2 2 1 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 4 3 2 Division 70 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 -60 1 1 1 1 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 TABLE KEY: -110 2 2 2 2 2 2 NA' 3 2 4 3 3 5 3 3 6 3 3 6 4 3 6 4 3 -100 2 2 2 2 2 1 2 NA. 3 2 4 3 2 4 3 3 5 1 3 3 6 3 3 6 3 3 JAMB BELOW 90 2 2 1 2 2 2 NA 2 2 4 3 2 4 3 3 5 3 3 5 3 3 5 3 3 44.000 --- --- ED ----- ---- – ---- — _. -- ----_ --.- — -__-- _ -- _ MTG.RAIL PRODUCT REVI_ __80 2 2 1 2 2 2 3 2 2 3 3 2 4 3 2 4 3 3 5 3 3 5 3 3 as complying with the FlIerMs -70 1 1 1 2 2 1 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 4 3 2 Halftn Code -60 1 1 1 2 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 2 3 3 2 g�epeaaeePkxpkaden 7 -110 2 2 2 "NA 'MA:j 2 NA3 2 "NA 3 3 1 5 4 1 3 6 4 3 6 4 3 6 4 3 � 100 2 1 2 2 2� 2 2 NA 3 2 4 3 3 5 3 3 6 3 3 6 4 3 6 4 3 48.000 90 2 2 2 2 2 2 �NA<: 3 2 4 3 2 4 3 3 5 3 3 6 3 1 3 6 1 3 1 3 -80 2 2 1 2 2 2 NA'= 2 2 4 3 2 4 3 2 4 3 3 5 3 3 5 3 3 -70 2 2 1 2 2 2 3 2 2 3 2 2 4 3 2 4 3 2 4 3 3 4 3 3 -60 1 1 1 2 2 1 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 -110 2 2 2 NA `RIA' 2 -SNA 3 3 r,NA' 1 4 3 ,:NA" 4 3 SIA'€ 4 3 7 4 4 7 4 4 100 2 2 2 =NA=- NA 2 NA 3 2 NA; 3 3 5 4 3 6 4 3 6 4 3 7 4 3 53.125 -90 2 2 2 2 2 2 NA'; 3 2 4 3 T35 3 3 5 4 3 6 4 3 6 4 3 -80 2 2 2 2 2 2 NA 3 2 4 3 3 3 5 3 3 5 3 3 5 3 3 -70 2 2 1 2 2 2 3 2 2 4 3 2 4 3 3 5 3 3 5 3 3 /f�� ,..�-60 1 1 1 2 2 1 3 2 2 3 2 3 2 4 3 2 4 3 3 4 3 3 R..W ay Das. RMr—. F.K. 9/26/06 G NEW SHEET UPGR4DEAND DETAIL ANCHORAGE. ANCHORAGE, CUSTOM VIEW BELOW MTG. RAILS�� wa: R.HMpu: 1070 TECHNOLOGY DRIVE F.K. 111&06 H REVISE TABLE DUE TO REDUCED ANCHOR CAPACITY CALCS. NOKOMIS,Ft FX o.1 R.vpbn: P.O.BOX 1529 C;T ALUM. SINGLE HUNG WINDOW, IMPACT LM RobertL.Clark,P.E. F.K. Ni7/07 I CHANGE TONOTE2-ADD3'MIN.O.C. NOKOMIS,FL342-14 Visibly Better a'"�T1o°"` s..r ` ° "°"° R" PE#39712 n,.FK lMs: Ch.dade. an: F.K. 7/20/06 J.J. 9/29/06 SH8W NTS 9 10 4065-1 1 Structural NOTES: CONCRETE ANCHOR 1.FOR CONCRETE/MASONRY APPLICATIONS IN'MIAMI-DAQE COUNTY,USE ONLY MIAMI-DADE MIN.3.5 ksi CONCRETJEEE E NOTE 1) COUNTY APPROVED 5/16"OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR 2x WOOD BUCK WOOD ANCHOR TO CONCRETE/MASONRY EDGE IS 2". 1 3/4"MIN.EMBEDMENT. (SEE NOTE 3) (SEE NOTE 2) 2"MIN. - (WOOD) 2•FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR —� 1/4"SS4 CRETE-FLEX. 1 3/4" 'r• MIN. 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE OPTIONAL 1x 1 3/8" 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" WOOD BUCK MIN. THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE (SEE NOTE 3) - _I ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 'Eli N�i 1/4„ 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF MAX MAX 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE SHIM OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT 1 1/16"REF. SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND CONCRETE ANCHORAGE SPACING FOR TYPICAL HEAD ANCHORAGE 5/16"TAPCONS MAY BE USED. 5.ANCHORS ARE NOT REQUIRED AT THE SILL. EXTERIOR INTERIOR 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. (H AD&SILL DETAILS A,B,E&F)© 1/4"MAX. 1/4"MAX.��111 III1 3/8" SHIM 1 3/4"MIN.,3.5 ksi CONCRETE SHIM —MIN. Y2opUc7 RENEWED III�� wiut the Florida i 1 1/4"MIN.1.5 ksi CMU I ANCHORS NOT REQUIRED AT SILL Bc'.i:°=' 5/16" 5/16" ��o Accc -a_ev No !) 03 REF. 1 + : REF. II j I E4mipProc,=con.1 �•' ` CONCRETE ANCHOR, " I BWOOD ANCHOR, M FH BELOW MEETING RAIL. FH BELOW MEETING 114"� Division 3"MIN.SPACING i RAIL.(SEE NOTE 2) MAX. —� 1L_ (SEE NOTE 1) SHIM 0 9/32" '' `. REF. 2"MIN• REF. i'; 2x BUCK OPTIONAL;/DETAIL E SUBSTRATE(SEE NOTE 3) PRODUCT REVISED as cem{44"wkh at nwma Bviding Cads 2x WOOD BUCK 1x BUCK OPTIONAL WITH SOLID CONCRETE (SEE NOTE 3) 1?a0r - DT SUBSTRATE(SEE NOTE 3) ANCHORS NOT REQUIRED AT SILL DETAIL C DETAIL D TYPICAL JAMB ANCHORAGE 4 1/X. MAX. � INTERIOR SHIM (JAMB DETAILS C&D) EXTERIOR 1x BUCK OPTIONAL SUBSTRATE(SEE NOTE 3) 7 f DETAIL F ' r:.vdar. Dr: wa.aru: F.K. 9/26/06 G REDRAWN UPGRADEDANCHOR4GEAND NOTES . ANCHORAGE DETAILS ` R..w F.K. i7 aaw.Iu. 107N KO:HNOL2 RNE /�K. 11/6/06 H ADD SILL DETAILS E&F.ADD MIN.EDGE DIST.BREV/SE N07E 1 NOKO275 *""'""" i1cALUM. SINGLE HUNG WINDOW, IMPACT LMF.K. 1117107 I CLARIFY INTERIOR AND EXTERIOR DETAIL DESIGNATION P.ORobert .Clark,P.E. o—W. D.a Medwd DataNOKO274 Visibly Better 9'"�0°% �` °Y"�a""' ra.. PE#39712 F.K. 4/24/02 J.J. 9x19/06 SH800 Half 10 d 10 4065-1 1 Structural 1 MIAMFDiAE MIAMI-DADE COUNTY,FLORIDA •mM 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)375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeontine.com Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls,OR 97601 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 "6'-8"& 8'-0"" Single Outswing opaque Insulated Steel Doors APPROVAL DOCUMENT: Drawing No"DC9970",titled'W-8"& 8'-0 Single outswing Opaque Steel Edge", sheets 1 through 5 of 5,dated 12-07-07 and last revised on 02-05-08,prepared by the manufacturer, signed and scaled by Nimesh Bhaysar,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 Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: l.Units are not rated where water infiltration is needed,unless complies with exceptions per FBC. 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. 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#02-1211.13 and consists of this page 1 and evidence page,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No 08-0208.07 I IAMB DADE COUNTY Expiration Date: February 11,2013 4 OVED Approval Date: March 20,2008 ti �\� Page 1 a Jeld Wen Inc. 4 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. 'DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "DC9970", titled 116'-8" & 8'-0 Single outswing Opaque Steel Edge", sheets 1 through 5 of 5, dated 12-07-07 and last revised on 02-05-08, prepared by the manufacturer, signed and sealed by Nimesh Bhaysar,P.E. B. TESTS(Photo copies from files#02-1211.13),original test report conducted per SFBC,201, 202 and 203-94,now termed as FBC,TAS 201,202 and 203-94. 1. Test report on I) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test,Loading per TAS 202-94 3) No Water Resistance Test performed. 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 PA 202-94 along with marked-up drawings and installation diagram of single outswing and inswing residential insulated steel doors,prepared by Certified Testing Laboratories, Test Report No(s) Test Report No. CTLA455W,dated October 11, 1999 and CTLA650W, dated January 03,2001 and,both signed and sealed by Ramesh Patel,P.E. C. CALCULATIONS: 1. Anchor calculations prepared by O.M.Engineering Services Inc.,dated 02-05-08, signed and sealed by Nimesh Bhaysar,P. E. D. QUALITY ASSURANCE BY; 1. Miami-Dade County Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS(Photo copies from files#02-1211.13) 1. Tensile Test prepared by Certified Testing Laboratories,Test Report No. CTLA455W, dated October 11, 1999,for steel samples,tested per ASTM E8-93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS-J99006660-001,prepared by Intertek Testing Services NA, Inc., issued to Jeld-Wen Research and Development,dated April 8, 1999, for samples of foam,tested per ASTM E 84-94"Standard Test Methods for Surface Burning Characteristics of Building Materials"and ASTM D 1929-91A"Standard Test Method for Ignition Properties of Plastics"; signed and sealed by Douglas Keith Tucker,P.E. F. STATEMENTS 1. Letter of conformance&"No financial interest"dated February 01, 2008, signed and sealed by Nimesh Bhaysar,P.E. 2. Laboratory Statement of compliance, part of the test report CTLA455W& CTLA650W, signed and sealed by Ramesh Patel,RE. F. OTHER 1. This NOA renews NOA#02-1211.13, expiring February 11,2008. Ishaq I Chanda,P.E. Product Control Examiner NOA No 08-0208.07 Expiration Date: February 11,2013 Approval Date: March 20,2008 E- 1 JELDIVEN® Steel 6'-8"&8'-0"SINGLE OUTSWING OPAQUE STEEL (p n EDGE IMPACT STEEL DOOR/N WOOD FRAME Q � ' GENERAL NOTES 3'-1 3/4"OA MAX.FRAME WIDTH m 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA 3'o.A. F- Cf)'- 2004 BUILDING CODES (W/2005, 2006 SUPPLEMEMTS) AND MAx.PANEL WIDTHI U � -I CL. 'It HIGH VELOCITY HURRICANE ZONES" (HVHZ) REQUIREMENTS. Z Q J M 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY S-1 3/4*OA FF TO TRANSFER LOADS TO THE STRUCTURE. MAX.FRAME WIDTHZ W LL W 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED 3'DA W Y =CO AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MAx.PANEL wIDTH g Q MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ® ® Q 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. Lo W ^ Q= 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: -FOR 6'8" WOOD FRAMES - SEE TABLE SHEET 1 ( y � cr) Y t1 -FOR 6'0" WOOD FRAMES - SEE TABLE SHEET 1 ® ® Y 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE !E AS PER ASTM-E331. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS M FOR "HVHZ". E !E Zi S Z OUTSWING IMPACT STEEL EDGE DOOR (Common la all frame conditions) a O d Q DOOR LEAF CONSTRUCTION: ' A B o m Face sheets: 24 ga. (0.020") minimum thickness, Galvanized A O 5 o O 0 e n Ui Lu C Steel A-525 commercial quality - AKDQ o �- q ty per ASTM 620 with 3 r zo3 n minimum average yield strength Fy=26,240 psi. p o N Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density, by JELD-WEN. "i Z m m IN m �O Panel Construction: Steel face sheets glued to expanded WLu W WZ Polystyrene (EPS), with steel top and bottom rails and N steel stiles with a wood lock block reinforcement. The hinge stile contains a MDF board for added hinge support. j OppH O dZ Frame Construction (Both Frame Tvnec)• The head jambs �LJ and side jambs are mortised, butted and joined using (3) q A 8 a a 7/8"x 2" wire staples. An bumper threshold OUTSWING 2 2 threshold was unitilized at the sill. An optional aluminum 3x m ADA threshold is available. PRODUCT RENEWED SINGLE OUTSWINC UNIT (XJ SINGLE OUTSWINC UNIT (X) K�Wying with the Florida a TABLE OF CONTENTS SCALE.' 112" =1'-0" SCALE.' 1/2" =1'-0" ftWiiAcceCoe ��GT-- 9 SHT DESCRIPTION _ bytnfioR Date'_'""", 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS & BOM ALL DOOR MODELS ARE VIEWED By Cca .(�,hH� $ z 3 HORIZONTAL CROSS SECTIONS FROM THE EXTERIOR SIDE DrvLbiDad P.aameCoe o 4 ANCHORING LOCATIONS & DETAILS (n 5 UNIT COMPONENTS r 4" z O�DESIGN PRESSURE RATINGWHERE WATER INFILTRATION WHERE WATER INFILTRATION <REQUIREMENT IS NEEDED REQUIREMENT 6 NOT NEEDED NI,ME5H BHAVSAR GATE:12107107 FLORIDA P.E. NO. 5666; 6'8" (X) +SO.Opsf —80.Opsf +SO.Opsf —80.Opsf scaLE:AS NOTEDN EAG DWG. BY: 8'0" (X) +61.Opsf —65.Opsf +61.Opsf —65.Opsf vl5` CHK.RY:S. SAFFEL DRAWING NO.: * UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG oM E.WNEFIBNC SEF-ES,INC. DC9970 SUCH THAT OVERHANG RATIO (OH) = OH LENGTH/OH HEIGHT GREATER P.O. 3n 54e�93tl THAN 1.0 n3Ps ORLANDO,R BS$N..66SJ SHEET 1 OF 5 2 1/2" MIN. 1 1/4" MIN. IIID DESCRIPTION lMATE8IBL o 1 LATCH JAMB 1 1 4 x 4 9 16 PONDEROSA FINGER JOINTED PINE PINE CO \w 9 EMBED 2 HINGE JAMB 1 1 4 x 4 9 16" PONEROSA FINGER JOINTED PINE PINE 3 HEAD JAMB 1 1 4 x 4 6 16" PONDERSOA FINGER JOINTED PINE PINE 317 I--.1 1/8" 31 .a.�-1 1/8" 4 4" x 4" a. HINGE 12 .097" HAGER -j O .Q 5 49 X 1" PFH WOOD SCREW HINGE TO DOOR m 32 32 -T 6 9 x 3Z4" PFH WOOD SCREW HINGE TO DOOR STEEL I.- U l 7 18 PxFH WOOD 3 8 0 2" WOOD SCREW SCREW WITH 1.15 MIN. EMB. INTO SUB-BUCK STEEL U cc J 't 1PFH STEEL Z a Q 9 3/16- TAPCON MIN. EMBEDMENT 1 1/4 INTO MASONRY STEEL Z Lu Ll. GCVO 10 ADA EXT. ALUMINUM THRESHOLD MODEL 6063-T5ALUM. LU QY N 11 INOT USED ALUM. SEE DETAIL A SEE DETAIL A 12 OUTSWING BUMPER THRESHOLD 1.0" x 4.625" ON SHEET 5 ON SHEET 5 13 COMPRESSION WEATHERSTRIP SCHLEGEL Q-LON ODS 650 FOAM W ^ _ 18 13 18 13 14 12 x 3 PFH WOOD SCREW STEEL -� M Y 15 9 x 1' PFH WOOD SCREW STEEL CL 16FACE SHEET 24GA. .020' THK. MIN. GALVANIZED STEEL STEEL 17 #8 x 2 PFH WOOD SCREW STEEL 18 TOP RAIL 1.73" x 1.21 x 0.021"THK STEEL 26 c7 c7 26 c�c� 19 BOTTOM RAIL 1.73" x 1.21" x 0.021" THK STEEL 3 3 3 20 SIDE STILES 1.73" x 1.21" x 0.021" THK STEEL O 16 to to 16 N to 21 WOOD LOCK BLOCK 1.67" x 3.0" x 18.75" WOOD Z LL >> >S 22 STRIKE PLATE - 3 uz Ln CD o O o o O o 23 MDF BOARD MDF d zo rn ro - m a0 - - 24 0.50" x 1.69" DOOR BOTTOM SWEEP VINYL O�_ m°J 00 0p 25 WOOD LOCK BLOCK WOOD O U¢_ 11 II N j II II Lo Li 26 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. DENSITY BY JELD-WEN FOAM U-1 LJ vW0, 0I co 0o o 00 n 27 KWIKSET TITAN SERIES LOCK 200 OR 660 O o 3 G, I 1 G, 00 Q' 28 YALE HERITAGE SERIES DEADBOLT - N W �g 0D`o O II II m m o p II II 29 LATCH SCREWS 8 x 1 1 2" PFH WOOD SCREW STEEL W a W _= it w o == it x - - 30 NOT USED _ o UO O c0 F- (D c3 W ao 1 31 2X WOOD BUCK WOOD -1 � m JJ _= x Z o ao =_ Z iD o 32 1 4 MAX. COMPRESSION SHIM WOOD ro W N U J J J F-F- J J �. 33 16 GA. 7/16" CROWN x 2" LONG STAPLES STEEL �O a F=m W W == W W =_ Of Z Z U CD Z ZOf d a w w ¢¢ w w PRODUCT RENEWED o f > T- a s X Q ui L x x W W 26 16 void ng Coaewith Itu lMsil� ° D a ¢ o a 16 a s a s 16 a Acceptance Ne 0D ¢d Q a w �Wnimyoate4�S 0o as Oo as Li 19 low 24 q Z DirbIon q q a 10 $ 26 00 26 00 O 0 19 19 N w Z < \s 9 rW 13 12 13 12 `ate 00oo uj JLJL pp % VERTICAL CROSS SECTION TYP. - OPPIONAL " CONCRETE INSTALLATION SCALE.- 3" =fl-o" .r n N z 31 n NiMESH BHAVSAP DATE:12107 07 1 3/4"f- �1 7 2 1/2^ FLORIDA P.E. NO. 5685'i �E:AS NOTED 9 DWG.er: EAG CHK.eY:S. SAFFEL DRAWING NO.: �\ VERTICAL CROSS SECTION TYP / II 1 VERTICAL CROSS SECTION TYP. W SV NEERNG st,7at,W. DC9970 2 WOOD FRAME INSTALLATION SCALE. 1" 3" = -O" 2 CONCRETE INSTALLATION SCALE. 3" =>'-0" t•.oeox S6 Da9 '�DO•a 32M SHEET 2 of 5 rc N^.2 37 3/4" MAX. FRAME WIDTH 0 36" MAX PANEL WIDTH 32 ko 32 31 m 31 22 4 0 21 25 26 20 EXTERIOR 5 m O 17 23 CC —I CL Li-N WY T coo 16 26 20 % 1s • \ 13 SEE DETAIL A�� / 7 � � �� 7 I INTERIOR ON SHEET 5 � cu K 1 27 2 ch Y I-1 1/4" 1/4" MAX. SHIM SPACE —I�- 1 1/4" MIN. EMB. � cD I h'\HORIZ NTAL CROSS SECTION TYP ZLL 3 WOOD INSTALLATION SCALE. 3" =>'-0" ¢ o Z) LLH O— W Lu Li N ZO (n PRODUCT RENEWED V) 37 3/4" MAX. FRAME WIDTH � ea comgyiegw RA the FlerN� - W U 36" MAX. PANEL WIDTH 32 36" MAX PANEL WIDTH 32 31 �u a reidln tia 1{�/�7'��!° 17 00 0 37 22 2t 25 26 EXTERIOR 4 8 1313 1313 1313 Expinli�u�DsgL� •T'�'� �s N pl.�N — w 9 20 235 g 1313 I IpaD p o ®® o Dhbbn o 2 \ \\ \ ® w po a a �g go 1313 1113 07 27 20 16 16 2 5/8" 2 5/8" 1313 ®® 1313 1313® 099 �� SEE DE7A11 A 13 MIN. \� ON SHEET 5 � 26 ��/ p MIN. go ®■® i 1 1 2 113 cl 1313 1313® w $ g 1 1/4" 1 1/4 1 1/4" 1313 w 1313 MIN. EMB. MIN. EMB. n �pp�w Q B HORIZONTAL CROSS SECTION TYP. N o 3 CONCRETE INSTALLATION SCALE- 3" =1'-0" !p d M N 0 Z N1 MESH SHAVSAR DATE;12107107 FLORIDA.P.E. N0. 56851 SCALE:AS NOTED DWG. BY.. EAG Br:S. SAFFEL DRAWING NO.: Ce NaAu l smwr;Fs,inc. DC9970 P.d. Blri 5BIXA8 ore,woo.n..vnse SHEEP 3 OE 5 L of orlxa4H2.26637 0 n > O SEE DETAIL D SEE DETAIL A m O SEE DETAIL A { 6 6 L Ucr 8 9/16" 8 9/16" 6 1 - 8 3/4 Z a LLL N 1 6,--, 6 SEE DETAIL D 1'-0 1/ " TYP.92: ILIJ 00 Q 6'• -r/ N 1'-0 1/4" 4' 2'-2" n _ 9 1 16� 7 9 5' ' r> Y 00 10 _ TYR - °D - n 9 1 16" � \ WJ ^ 1'-0 1/4" } 00 = N — 10 —� 9 1E/16" � d- - � 1'-0 1/4' 7 9 2 0 I Z 9 1 /16" 7 9 11 TYPI 1 -0 1/4 d Z 9 1F16NP. n o uj w 0 SEE DETAIL B 2'-2"9 1 SEE DETAIL B B 1'-0 1/4" z w a J 9 1 /16" A A 7 9 B 1'-0 1/4" C C 7 9 0� o- TYP. - D W = �TYP. I y�j < Z 6LJ6 aQ 6�{ 6 SEE DETAIL C 6"--I 6" - SEE DETAIL C �� o o r a� d PRODUCT RENEWED "complying with the Florida Buidiog Code ANCHORING LOCATIONS ANCHORING LOCATIONS Accept-ceNo0 -020 •07 OUTSWINC SINGLE UNIT (XJ OUTSWINC SINGLE UNIT (X� F.:ylntion Dale SCALE• 1/2" =1'-O" SCALE. 1/2 »yl ALL DOOR MODELS ARE VIEWED Myr p� FROM THE INTERIOR SIDE Divinioo Z 3 ooao 2 r�w.0 2 0 14 6 12 ana�z 6 0 )j NIId,ESH BHA`lSAR DATE:12107107 FLORIDA P.E. NO. 56861 SCALE:AS NOTED g 17 33 /7 n/ DWG. 6r: EAG r CHK.IMS. SAFFEL DETAIL A DETAIL B DETAIL C DETAIL D '151" DRAWING NO.: SCALE: 318" =1'-0" SCALE: 318" =1'-0" SCALE.- 3" =1'-0" SCALE: 3" =1'-0" W ArAWeaeic sir.,cM INC. DC9970 P.O. (.`G%JBOOY9 CRU-,Fti 3TASd SHEET 4 OF 5 iHPE CatXkate of ptii No.YBBJ] 4" 0 0) 3/4" NFO 4" d [� O �- 2 3/16"-� 1/2" iii jii z Y LU =00 --��—1/16" (Min) < Q ' !FOOD JAM FINGER✓OINTED PINE l y 1BUTT HINGE 4.4.12 GA. 'O ADA A UMIMIMTHRESffOLD 'z OU W N LD w M ¢_ SCALE.' 6" =1'-0" SCALE.- 6" =1'-O" SCALE- 6" =>'-0" SCALE.• 6" =1'-0" Y a z I 3 3v � in 1 3/4" 1 3/4 -{ oLLJoo z } I �1 3/16" Z p Z 1 1/4" V) --T J p \ r luf 7uf 7u' 1 3/1 6" 1 1/8" PRODUCT RF,NEWEtheD 0j U na ropplYing witp 17a m —L Buidiog CWe W 1DnEtlti�apt,�lirdenDti,da DNaute0 - g•0o�� QQ A—praoc7 46 13 COMPRESSION WEATHERSTRIP DOOR TOP SIDE /9 TTOM AIL sS(& ~Do o SCALESCALE.- 6" 1IO —1CALE. -O SCALF6" =1'-0" O Na FZ- 18 3/4" for 8'-0" DOOR 1 23/32" D. 11 3/4" FOR 6'-8" DOOR + \ 13 x a m I 1 311 ��\� 3/16" C-SINK. 4 1/4 ' \� / g rTTTAI � JL0 �� o DIA. VARIES WITH \ HARDWARE USED l VINYL BOTTOM DOOR SWEEP y LOCK BLOCK DETAIL A SCALE.- 6" =P-0" -02' E. o^o N SCALE. 1/4" =1'-0" o a NWESH BHPFAR DATE:12/07/07 FLORIDA P.E. NO. 56067. S—E:AS NOTED M DWG. ev: EAG ✓ CHK.er:S. SAFFEL ,A -4 DRAWING NO: w OAGNErrdM-G cm N.. DC9970 P.P. BO%SBGOBd 01tUncA.R 32958 ..26631 SHEET ) OF S Cerf9i e3f_�iMpt!Toi . .; n.-,, .-. - .—moi.: '•3C�y:S. ... w i.. ,yF 'a•'..3 Y _ "'.`r-;i • LOCATION T NSKETCH €per®, T H _ C 40 Z SCALE NTS , `' IJ IJ U O N.W. 3rd AVENUE . p Y 1„_„0, J i+ s x Z a ., zT z C.L.F. r - Az 00 CL �l PAVERS r. r „+ 5' :0 Gc Z ^ ' m G�, w�•= 15.50' v �_rrrl��' rr r O w M 61.60' 39.00' --------- ------------- ---------------— yIr, [” • 0.50' O N 1 rrJ OVA fn Z Q ))) ,•D m ■ 28.80' a Ami ' � yzo j]'CONC.WALK ' •: < ! `^ •: :: CL 4.75' �. :..� 14 17" CA m :•:•:•: 37.60' 34.50 :' z m 10, 5' - N O�'y� A 900 s 0.40'C �i 6.5' 18.50' ^ 0 )E a �o C.L.F. 37.50' z O _.:. ^ '� — C.L.F. b Z - o r 124.65' ( R & M ) r- PROPERTY ADDRESS: 254 N.W. 92ND ST. , MIAMI SHORES, FL. 33150. 0=o q a : p r [ O� SIJ r x -� r" �" cam: N .. LEGAL DESCRIPTION: LOT 7 AND THE EAST 1/2 OF LOT 8 BLOCK 136 ABBREVIATIONS: OF MIAMI SHORES SECTION 6 SUBDIVISION SWK=SIDEWALK,CBS=CONCRETE BLOCK STRUCTURE,CLF=CHAIN LINK FENCE,PL=PROPERTY LINE,DUE=DRAINAGE UTILITY EASEMENT,IP=IRON PIPE. F=FOUND,A/C=AIR CONDITIONER PAD,P/C=PROPERTY CORNER.D/H=DRILLED HOLE,WIF=WOODEN FENCE,RES=RESIDENCE,CL-CLEAR.RB=REBAR, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 39 j UE=UTILITY EASEMENT. CONC=CONCRETE SLAB. RfW-RIGHT OF WAY, DE=DRAINAGE EASEMENT, C/L=CENTER LINE, O=DIAMTER, TYP=TYPICAL, M=MEASURED.R=RECORDED,ENCR=ENCROACHMENT,COMP=COMPUTER,ASH=ASPHALT,N/D=NAIL&DISC,S=SET,FEE=FINISH FLOOR ELEVATION, OF THE PUBLIC RECORDS MIAMI—DADE COUNTY, FLORIDA ' O/S=OFFSET,P/P=POWER POLE,OHP=OVERHEAD POWERLINE,WM=WATER METER WOOD FENCE= A MASONRYWALL= SED __ 3100 ST ,T �I w U oI. oc. .. ,_ CONCRETE- ..,.....�...... ;, ^ � :z...� x..;wxk" d.a• - - m NOT VALID UNLESS ENABOSSED WITH _ R T'_ �. / *x " "• §-� ? t r.+ H. _ MAINTENANCE&DRAINAGE EASEMENT=M&D.E. i �..��.lir _� �t44 E�'L 1J, >iTYPEOFSURVEY:BOUNDARI''SURVEY y4 SURVEYOR'S "ZEAL HEREBY CERTIFY That the survey represented SINCE 1987 _ SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2)NOT VALID WITHOUT THE SIGNATURE - thereon meets the minimum technical reouirements BLANGO SURVEYORS INC. AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT adopted by the STATE OF FLORIDA Board of Land - - a COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) Surveyors pursuant to Section 472.027 Florida Engineers•Land Surveyors•Planners•LB#0007059 j— UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC Statutes. 555 NORTH SHORE DRIVE VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL There are no encroachments, overlaps, easements RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) appearing on the plat or visible easements other than { MlAlyil BEACH,FL 33141 till CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING i as shown hereon. (305} 865-1200 Email:biancosurveyorsinc@yahoo.com Fax: (305) 865-7810 r INFORMATION. 10)EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED _ _ REVISED. INSTRUMENTS,IF ANY,AFFECTING THIS PROPERTY. ti FLOOD ZONE: X SUFFIX: L DATE: 9/11/09 BASE: N/A Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited ADIS N. NUNEZ PANEL: 0302 COMMUNITY# 120652 without written consent of the signing party or parties. - REGISTERED . NU SURVEYOR 'DATE: SCALE: CVY. BY: - - ---- 12-769 BEARINGS WHEN SHOWN ARE REFERP.ED TO AN ASSUMED VALUE OF SAID PB 10 PAGE 39 STATE OF FLORIDA#5924 11/5/12 i1 =20' (F.Blanco U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31,2012 National'Fiood trisurance Program important: Read the instructions on.pages 1-9. SECTION A-PROPERTY INFORMATfONFor Insurance Company Use Al. Building Owners Name Policy Number LESTER WILLIAMS 12-769 A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 254 N.W. 92ND ST. City State ZIP Code MIAMI SHORES FLORIDA 33150 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 7 & EAST 1/2 OF LOT 8, BLOCK 136, P.B. 10, PAGE 39 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude:Lat. N25°51'32.45" Long. W80'12'09. 12" Horizontal Datum: n 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_ 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) 1,793 sq ft a) Square footage of attached garage N/A sq ft b) No.of permanent flood openings in the crawlspace or 6 b) No.of permanent flood openings in the attaV garage enclosure(s)within 1.0 foot above adjacent grade within 1.0 fool above adjacent grade //Ei c) Total net area of flood openings in A8.b 1 f nU sq in e) Total net area of flood openings in A9.b N A sq in d) Engineered flood openings? E]Yes E3No 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 B7.FIRM Panel 88.Flood B9.Base Flood Elevation(s)(Zone Date EftectivelRevised Date Zone(s) AO,use base flood depth) 12086CO302 I L 9/11/09 9/11/09 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139. FIS Profile ®FIRM Community Determined Other(Describe) 811. Indicate elevation datum used for BFE in Item B9: 9' NGVD 1929 Q.NAVD 1988 Q Other(Describe) B12. Is the building located iR�Coastal Barrier Resources System(CBRS)area or Otherwise Pro'tec'ted Area(OPA)? Yes No Designation Date NN A F1 CBRS n OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based-on: ❑Construction Drawings* u Building Under Consiruction- 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,V1430,V(with BFE),AR,ARIA,ARAE,ARIA1-A30,ARIAH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized N-444 Vertical Datum NGVD 1929 ConversionlComments N/A Check the.measurement used. a) Top of bottom floor(including basement,crawispace,or enclosure floor) 12_45 0 feet ❑meters(Puerto Rico only) b) Top of the next higher floor 14. 15 feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N A _[ feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) N/A _FJ feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 12 .30 EJ feet meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 11 90 E]feet i_i meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 1T-T0 feet meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including N A feet meters(Puerto Rico only) 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. 1 understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code,Section 1001. ®Check here it comments are provided on back of form. Were latitude and longitude in Section A.provided by a l licensed land surveyor? 91Yes ❑No ADIIS er'N. NUNEZ License Number 5924 11/ /12 Title Company Name REGISTERt LAND SURVEYOR BL N 0 SURVEYORS, TN( Address / City State ZIP Code555 NO SHOEF DRIVE MIAMI 'RRACE ELQRIDA ; 141 PLS#5924 Signature a Tele hone 1 M/12 305 i3�65-1200 FEMA Form 81-31, Mar 09 See reverse side for Continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. or Insurance Company Use; , Building Street Address(including Apt.,Unit,Suite,andior Bldg.No.)or P.O.Route and Box:No. blicy Number 254 N.W. 92 ST. City State ZIP Code ompanyN41C Number MIAMI SHORES FLORIDA . 33150 - ... SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONT NUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments LATTTTTT)F ANT) T nNf TTTmF ORTATNFTI RY C'nQ('T F C2 E) ASC ELEVATION CROWN OF THE ROAD ELEVATION: 11.90' ON CENTERLINE ON CENTER OF ROAD. BMN/444 LOCATOR: 3100 SW ELEV: 10.79' Signatur Date 11/5/12 ® Check here if attachments $ECT -K 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 ❑abovo or ❑below the HAG. b)Top of bottom floor(including basement,=Wispace,or enclosure)is ❑feet ❑meters ❑abovo or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see Wes 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?0 Yes ❑No ❑Unknown. The.local official must cer ify 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-6-sued 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 oT Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G-COMMUNITY INFORMATIONOPTIONAL ( ) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance canmplete 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 and G9. 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 cDmmunity-issued BFE)or Zone AO. G3. ❑ The folloWn information Items G4-G 9 ( 9)as provided for comrnunity 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(PR) Datum G9. BFE or(in Zone AO)depth of flooding at the building site ❑feet ❑meters(PR) Datum G10.Community's design flood elevation ❑feet ❑meters(PR) Datum Local Official's Name Title Community Name Telephone ' Signature Date Comments LJ Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions FORMS FLORIDA BUILDING CODE,ENERGY CONSERVATION FORM 402-2010 Residential Building Thermal Envelope Approach ALL CLIMATE ZONES Scope:Compliance with Section-402 of the Flodde Building Code,Energy Conservation,shall be demonstrated by the use of Form 402 for single-and multiple-tamiy residences of three stones or less in height,additions to existing residential buildings,renovations to existing residential buildings,new heating cooling and water hectic systems in ews0.2 buildings,as forpm.Itba building does not comply with this metho0dor of tthe lterntae energy efficiency may still comply underTable Sealo A 5all of the arida ble Wid ngryCrequirements de.Energy Conse�zed in Table 4028 of this PROJECT NAME: �SY Z AND ADDRESS: Z S PERMITTING /_ ,// S OFFICE: C(,PC OWNER: PERMIT NO.: JURISDICTION NO.: General instructions: 1.New construction which incorporates any of the following features cannot comply using this method:glass areas in excess of 20 pecent of conditioned floor area,electric resistance heat and air handlers located in attics.A idRbhts 5 600 sq.R.,renovations and equipment ehangeouts may comply by this metlted with exceptions given. 2.Fill in all the applicable spaces of the?o Be Installed'column on Table 402A with the Information requested.All"To Be Installed"values must be equal to or more efficient than the required levels. 3.Complete page 1 based on the"To Be Installed'column information. 4.Read the requirements of Table 402B and check each box to indicate your intent to comply with all applicable items. 5.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owners agent must also sign and date the form. Please Print CK 1. New construction-additio=or existing building 1. _ 2. Single-family detached or multiple-family attached 2.S �=►Q- 3. if multiple-family-No.of units covered by this submission 3, 4. Is this a worst case?(yes/no) 4._`Je _ 5. Conditioned floor area(sq.ft.) 5. _ 6. Glass type and area: a.U-factor 6a. b.SHGC 6b. c.Glass arca 6d• sq'ft. 7. Percentage of glass to floor area 7. :71. $ % S. Floor type,area or perimeter,and Insulation: a.Slab-on-grade(R-value) iia.R= 05:' _lin.ft. b.Wood,raised(R-value) Iib.R= .-. sq.tL c.Wood,common(R-value) Sc.R= - _sq.ft d.Concrete,raised(R-value) Sd.R= sq.fL e.Concrete,common(R-value) Oe.R=' sq.tL 9. Wall type,area and insulation: a.Exterior: 1. Masonry(Insulation R-value) 9a-1. R= sq.It. 2. Wood frame(Insulation R-value) go-2. R= sq.It. b.Adjacent: 1. Masonry(insulation R-value) 9b-1. R= _sq.It. 2. Wood frame(Insulation R-value) 9b-2. R= sq.tL 10. Ceiling type,area and insulation: L Under attic(Insulation R-value) t Oa.R= Q-sq.ft. qW b.Single assembly(Insulation R-valuc) t Ob.R= sq.fG 11. Air distribution system:Duct Insolation,location,On a.Duct location,insulation 11a. R= b.AHU location 1111b. c.Qn,Test report attached(<0.03;yes/no) 11 c.Taet report attached? Yes No 12. Cooling system: 12a.Type: a.Type 12b.SEER/EER:J b.Efficiency 13. Heating system: 13a.Type: a.Type 13b.HSPF/COP/AFUE: b.Efficiency 14. HVAC sizing calculation:attached 14. Yes No 15. Hot water system: GG 15a.Type: a.Type - 15b.EF: b.Efficiency I hereby testy that the glansprb specifications by the cal75"P n compiance wnh the Florida Review of plans and specification,covered by this ren indicates eomp6ance wit the Ronda E coag accord Cada Belpre consWction is eompkted.aaa buadhp wit be inspecbd tar rompliana in accordanca with Section 553.908,F.S. PREPARED BY: 11 CODE OFFICIAL: I hereby certfy that this building is in compliance with the Florida Enemy Code: OWNER AGENT: DATE: DATE C.4 2010 FLORIDA BUILDING CODE`-ENERGY CONSERVATION FORMS " Y 4 i • TABLE 402A BWLDING COMPONENT PEAFORMANCE CRITERIA' INSTALL/ED VALUES; U-Fedor<0.65 U-Factor= e Sp Wtdowa(see Note 2): SHGC- 30SHGC- 20% %ofCFA= Agrt SkAws U-Factor c 0.75 Doors:Exterior door U-Factor U-Factor<0.65 LI-Factor_ Floors: Slab-on-grade No requirement R-Valois= Over unconditioned see Nota 3 R-13 WYIs-Ext and Ad).(see Note 3): R Vakre= a ' MFrame R-13 Maes (ase Note 3) ft 7.8 R-Value h*ww d wad: Exterior of wad: R-6 R-Value= R-Value= Teal repot edinpa(see Notes 3 8 d) Ratecfarhoa= Attached? Reflectance 00.26 Melillo Air distribution system(see Nie 4) Ductwork o di oned spore unit Location: Test reign Unconditioned apace Nat allowed Attached? Conditioned space Yes/No Dud R-value R-value i 6 R-Value= py leakage On On:S 0.03 On= qfr see Note S SEER=13.0 SEER- Healfrg system 13 Foot pump(sae Note 5) Coaling: SEER=13.0 SEER= Heating: HSPF=71 HSPF- Gas tumaae AFUE 7e% AFUE_ 01 furnace AFUE 78% AFUE_ Electric resistance:Not allowed(am Note 5) Water heating system(storage NPs) Gallons= EleElectric(sem Note 6): 10 gal:EF=0.92 ✓1► 50 gal:EF=0.90 EF- Gas F=Gas fired(see Note 7): 40 gel:EF=0.59 Gallons= Other(describe): 50 gel:EF-0.58 EF- (1) F=(1)Each Component Present in the AS Proposed horse must meet or exceed each ot the applicable performance criteria in order to comply with this code uairig this method; otheravisa Section 405 compliance must be used. (2)Windows and do=quaklying as glazed fenestration areas mUstcompNwRh both the mafdmum U-Fodor and the maximum SHGC(solar Heal Gain Coefficient)Criteria and have a maximum total window area equal to or less than 2D%of the conditioned floor area(CFA);otherwise Section 405 must be used for Compliance. Exception: Additions of 600 square feet(56 m�or leas may have a maximum glass to CFA of 50 percent. (3)R-values are for insulation material only as applied in accordance with rnanutachlreW installation instructlwis.For mass walls,the-interior of wa8"requirement must be met azcept if at least 50%of the R-6 insulation required for the"exterior of weir is installed exterior of,or integral to.the wall. (4)Di ucb&AHU installed substantially leak free per Section 403.2.2.1.Teat by Class 1 BERS rater required. Exception:Ducts installed onto an existing air distribution system as part of an addition or renovation;duct trust be R-6 installed per Sec.503.2.7.2. (5)For aft conventional units with capadtles greater ttsn 30,000 Btulhr. For other types of equipment,see Tables 5032.3(1-8). Exception:The prohibition on electric resistance heat does not apply to additions,renovations and row heating systems Installed in existing buildings. (6)For other electric storage volumes,minimum EF=0.97-(0.00132 x volume). (7)For other natural gas storage volumes,miMmum EF=0.67-(0.0019 x volume). TABLE 1028 MANDATORYREOWREMENIa SECTION REOWREM ENTB CHECK To be caudred,goskebd,wasnherstripped or otherwise sealed.Recessed lighting IC-rated as meeting ASTM E / Air bulkage 4024 283.Wi dor rs and doors-0.30 dnVaq.fL Testing or visual inspection required.Fireplaces:gesketed doom M outdoor oorair. CedygaAmea wadi 4052.1 R-19 space panWtlkg. Progranrnoble themrostat 403.1.1 Where forced-aur furriers is PAY syr.pnignsinmobiethermostat is required. Air 6drbution system 403.2 Ducts in attics or on mck Insulated to R-8:other duds R-6.Ducts bated to Q.=0.03 by a Class 1 BERS rabr. Heat trap required ler vwkW ripe rIW&Comply with etfdendes In Tate 403.4.32 Pmvlde switch or decry Water testas 403A marked clout breaker(electric)or sh urolf(lam)•Cirwktlng system poem Insulated to-R-2+acomb s manual OFF switch. Spa arta healed pools must Rave vapor-rererdwt covers or a"cover or other means Proven to nxJuoe heel f/� Swftr*g Pod E spas 403.9 loss except d 70%of haat from alb-recovered energy.OEltimer switch required.Gas hooters,thio isin thermal officancy=78% 82%after 416/13.Heat pump pool heahnff**mxn COP=4.0. Sizing calcul tiDn padomsd&albctod.AAlhkrxxn etidardes per Tables 503.23.Equipment of idaxy verdk:atlon CodlhpAhsetlrg equipRlent 4016 required.Spsdel Of7CBNer1 coding Or rhaemhg coPY reWfrae b system a wadable capacity systan Electric h.1Pi W const be dhAded Into two or more steam L�htihh9 eWiprtbM 404.1 At least 50%of psm ww*i gloadi WOV fbmres that be hug"diary lempa. 2010 FLORIDA BUILDING CODE—ENERGY CONSERVATION C.5