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WS-15-1568 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237570 Permit Number: WS-6-15-1568 Scheduled Inspection Date: September 30, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ALBUJA, FAUSTO& LAURA Work Classification: Window/Door Replacement Job Address: 1500 NE 104 Street Miami Shores, FL 33138-2666 Phone Number (317)413-8667 Parcel Number 1122320320350 Project: <NONE> Contractor: TRITON WINDOW DISTRIBUTORS Phone: (305)7164900 Building Department Comments REPLACING 3 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False According to the information obtained from the Miami Dade County Property Appraisers office the building value for this property is$ 136,357.00. No additional improvement has been made to this building within the pass 12 month. The value for the window replacement under this permit is $2175.00 or 1.6% of the building value. I The scope of work under tbis permit does not represent a Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 29,2015 For Inspections please call: (305)762-4949 Page 5 of 41 eD1f;s i, Miami Shores Village ` ) 3B � e# 10050 N.E.2nd Avenue NE Cr<t�r i Miami Shores,FL 33138-0000 i �� . Phone: (305)795-2204 W � o ` s `A�"� �toRYvt* ` zip � 95 Expiration: 12122/2015 Project Address Parcel Number Applicant F1500 NE 104 Street 1122320320350FAUSTO&LAURA ALBUJA , Miami Shores, FL 33138-2666 Block: Lot: Owner Information Address Phone Cell FAUSTO&LAURA ALBUJA 1500 NE 104 Street (317)413-8667 MIAMI SHORES FL 33138-2666 1500 NE 104 Street MIAMI SHORES FL 33138-2666 Contractor(s) Phone Cell Phone Valuation: $ 2,175.00 I'I TRITON WINDOW DISTRIBUTORS (305)716-4900 Total Sq Feet: 45 Type of Work:REPLACING 3 WINDOWS Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Am ]30.00 Pay Date Pay Type Amt Paid Amt Due CCF Invoice# WS-6-15-56098 DBPR Fee 06/25/2015 Check#:3477 $ 150.80 $0.00 DCA Fee Education Surcharge Permit Fee $ Scanning Fee Technology Fee Total: $15 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assuM responsibili for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELE RICAL L BING,ME HANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID �T� I certify that all th foregoing i formation is accurate and that all work will be done in compliance with all applicable laws regulating construction and z nir# . Futher ore I au orize the a ve-named contractor to do the work stated. June 25, 2015 Authorize Si ature:Own Applicant / Contractor / Agent Date Building/R epa Ment Copy June 25, 201 1 �/V k- P-D/+ X/#, ezir O��/�P- —��(O� 3r?,fid ' A`�' � � v rami Shores Village RECEIVED Building Department JUN t6 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY. Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 ,010-J�S FBC 20/0 BUILDING Permit No,U � /,F /b�/� PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 1500 0( (C)" 51 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I ( 22 1_52 D32_0 3M Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name(Fee Simple Titleholder): �+U� � A 1�� Phone#: N Address:: 16CX) e 10"57- City: Hic n I State: F1 Zip: 33I& Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company IName: (-cf-on (A)i(IdpW 06T. Phone#: 1 o-1CKDO Address: SSO L)CL) 2�11e,(f City: l State: 1 Zip: 3311z Qualifier Name: Phone#:� LWA lint-9m State Certification or Registration#: ',fCC_j 3 I kS Jj56fS Certificate of Competency#: Contact Phone#. ��(C� I�r(�� Email Address: CADLn DESIGNER: Architect/Engineer: Phone#: %j Value of Work for this Permit:$ z %6� Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteratio ❑New ❑Repair/Replace ❑Demolition Description of Work: t ti-bo Q V%1.1/1'm,I P::-K T— 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 lie w brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice f c mmencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss ed. 1 of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature O ner or Agent Contractor The foregoi instrument was ack wledged before me this The foregoing ins ment was nowledged before me this day of 20/�,by ��A I a a— day of 1 20( by 1dL,c �-c�: who is persona y known to me or who has producedlel who' rsonally known me or who has produced identi rcation and who did take an oath. as identification and who did take an oath. NOT R UBLIC: ) / NOTARY PUB Sign: �y��WCOL y {�� Sign: NO ]Pvbk•State ot FIOI\Va ,\PRY P• \ 4 Print-77p— eommistow,#FF 2111 lorida My C mmiss on Expires: My COW.Erpint Apr 6,2019 My Commission Ex '* +•=My Comm.Expires Jun 13,2016 10110Mrotl 6VOlM1NtltaryAnn. =' OF Commission#EE 207919 Bonded Through National Notary Assn. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Property Search Application - Miami-Dade County Page 1 of 1 OFFICE OF THOLm PROPERTY APPRAISER Summary Report Generated On :5/29/2015 Property Information Folio: 11-2232-032-0350 -..._._._..-...______....___.________.....__..._............._................... " Property Address: 1500 NE 104 ST + t " Owner FAUSTO ROBERTO ALBUJA LAURA DEAN ALBUJA a Mailing Address 1500 NE 104 ST ' MIAMI SHORES, FL 33138 Primary Zone 1100 SGL FAMILY-2301-2500 SQ 5' .........._..._................_.._......... Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 F, ........................_..._..._..........._....._........_....__. _.................._............__..........._._............ Floors 1 Living Units 1 __.-_..._._______._.._-__....................... - Actual Area 2,703 Sq.Ft Living Area 2,031 Sq.Ft Aeri raphy a.. Adjusted Area 2,319 Sq.Ft Taxable Value Information Lot Size 8,850 Sq.Ft _..___.._._._..__...................___......._._._......._____........_.__.............. ...............__...._._....._......__....__.__..__ ._.........._....__.___.................. 2014 2013 2012 Year Built 1960 County Assessment Information Exemption Value $50,000 $50,000 $50,000 .................................._._..----......_..._._.................._.__.;...............__..........___.............................._........__............................................. ........................................... Year 2014 2013 2012 Taxable Value $210,143 $206,299 $260,151 Land Value $177,194 $119,570 $152,704 School Board ....._--...........---..._..... _ _- Building Value $133,266 $133,266 $153,022 Exemption Value $25,000 $25,000 $25,000 --- ...................._.......-._..........._...............__....................__._........_.._....._.........._............ __ ......__.._.__._.... XF Value $3,436 $3,463 $4,425 Taxable Value $235,143 $231,299 $285,151 _.. .... -_ _.. ......... ....... ............_...............__....:. ..... __ city Market Value $313,896 $256,299 $310,151 Assessed Value $260,143 $256,299 $310,151 Exemption Value I $50,000 $50,000 $50,000 Il _.. _. - -.._..........--........._«._... _.........._----_----_...._._......._..._....._......................................................................... Taxable Value $210,143 $206,299 $260,151 Benefits Information Regional - � Benefit Type 2014 2013 2012 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $210,143 $206,299 $260,151 Cap Reduction $53,753 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 Price$25,000 Previous OR Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Pae School Board,City, Regional). 10/28/2011 $370,000 27888-2475 Trustees in bankruptcy,executors or guardians Short Legal Description 07/01/2000 $0 00000- Qual by exam of deed 32 52 42 1 00000 RIVER BAY PARK ADDN PB 40-72 07/01/1992 $163,000 15594-2841 2008 and prior year sales;Qual by LOT 14 BLK 4 exam of deed LOT SIZE 75.000 X 118 OR 15594-2841 0792 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/29/2015 DBPR- ACOSTA, ALEJANDRO; Doing Business As: TRITON WINDOW DISTRIBU... Page 1 of 1 1:24.44 PM 9/5/2014 Licensee Details Licensee Information Name: ACOSTA, ALEJANDRO (Primary Name) TRITON WINDOW DISTRIBUTORS INC (DBA Name) Main Address: 5001 NW 72ND AVENUE MIAMI Florida 33166 County: DADE License Mailing: License Location: 5001 NW 72ND AVENUE MIAMI FL 33166 County: DADE License Information License Type: Certified Specialty Contractor Rank: Cert Specialty License Number: SCC131151345 Status: Current,Active Licensure Date: 08/07/2009 a�„ Expires: 08/31/2016 w Special Qualifications Qualification Effective Construction Business 08/07/2009 Glass R Glazing Specialty View Related License Information View License Complaint 1940 North Monroe Street,Tallahassee FL 32399 :: Email:Customer Contact Center:: Customer Contact Cep tef: 850.487.1395 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2010 State of Florida.Privacy Statement Under Florida law,email addresses are public records.If you do not want your email address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or.by traditional mail.If you have ariy questions,please contact 850.487.1395.`Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed Under Chapter 45S,F.S.must provide the Department with an ernail address if they have one.The ernails provided may be used for official communication with the licensee.However ernail addresses are public record.If you do riot wish to supply a personal address,please provide the Department with an ernail address which can be made available to the public.Please see our Chapter g,U page to determine if you are affected by this change. https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=663F951 B442EC4D2F 175... 9/5/2014 DATE(MMIDD/YYYY) - �► CERTIFICATE OF LIABILITY INSURANCE �.�... 06/22/15 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(les)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 NAME: Amtrust Insurance Group PHONE FAX 8100 SW 81 Drive,Ste 280 -MAIL AIC Nol: Miami,FL 33143 PRODUCER CUSTPhone (305)275-0810 Fax (305)275-0890 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Granada Insurance Company Triton Window Distributors,Inc. INSURER B: Ascendant Underwriters,Llc. 8888 NW 24 Terrace INSURER C: Doral,FI 33172 INSURER D: (305)559-9600 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. INSRTYPE OF INSURANCE ADD U POLICY EFF POLICY EXP POLICY NUMBER MM/DDIYYYY MIDD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY DAMAGE T PREMISES Ea occurrence $ 100,000 ❑ ❑ CLAIMS-MADE a OCCUR 0185FL00009330 MED EXP(Any one person) $ 5,000 A primary and non-contributory 05/11/2015 05/11/2016 PERSONAL&ADV INJURY $ 1,000,000 ❑ GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 ❑� POLICY ❑ PRO-JECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ALL❑ ANY AUTO BODILY INJURY(Per person) $ ❑ SCHEDULED AUTAUTOS BODILY INJURY(Per accident $ ❑ SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (Per accident) $ NON-OWNED AUTOS $ ❑ $ ❑ UMBRELLA LIAB ❑ OCCUR EACH OCCURRENCE $ EXCESS LIAB ❑ CLAIMS-MADE AGGREGATE $ ❑ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITYTORYLIM B OFFICER/MEMBEREXC UDED7N F ANY ECUTIVEY/ NIA WC 64196-1 09/27/2014 09/27/2015 E.L.EACH ACCIDENT $ 500,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) WINDOW INSTALLATIONS LICENSE#SCC131151345 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores,FI 33138 01988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09)QF The ACORD name and logo are registered marks of ACORD 008643 tic ` M. ml = d:e : :�utlty; Mate. Qf F}erlda' —THIS IS NOTA BILL DO wT PAY 6233746 BUSINESS NAMSILOCATION FtLt`12ipTitlO EXPIRES TRITON WINDOW,DISTRIBUTORS INC, > 1E A �,P"�'tM W1, 31 , 8888 NW 24 TERR # "� Muat t>alisplsxed at place ea#krusiness; DORAL FL 33172 R[Ireualtt Yp Aunty t de "•' Cf '—A0:-s' 10 OWNER SEC.TYk,bP BUSINESS PAYMENT RECEIVED TRITON WINDOW DISTRIBUTORS INC 138 SPEGIA�TY BUF DING OCIL RAGT�OR BY TAX COLLECTOR Worker(s) 3 SCC131151345 $75.00 04/26/2014 CREDITCARD-14-040910 Thig Loeaf Business TazPeceipt oAly capfirms payment of tlio Lpcal Business Tax.The Raopi, is not a ficense,. permit or�acertifiretinnpftheholtker'figualificetipfls,todobusiness. Hpidaretrw$tcompltr anygovrerhpntsl ar nangpvernmentai ragglatory laws ptl requiremaMs which apply to the bu§ae9"s. Tho RECEIPT ND:above meat be displayed on eH'canimei lel vehicles'-illiami D4tlatode Sec 84—V6. Far more information,risit'�w ndemidade aayAt9lt�ealla�ttti-, '- 007315 Local Busfne TTa Ba: M`lsmi-Dade CO1J1' y; it, �E� lcLB —THIS IS" NOT?I BILI i3(3-hi_QTF!AY 5737763 BUSINESS NAME/LOCATION FsECEt11Yr i+lrwt GXpi � TRITON WINDOW D,15TRIBUTOR ,INC � � SSP-M ER 3r ' �' 8888 NW 24 TERR SIl3 $4 iViust bedispieyei 8#pleee:gf busirtelis DORAL FL 33172ar¢6anti2Cd4ttty' ods trhbpteK BA Art, &1�3 OWNED,{ SEC.TY09 OP BUSINESS PAYMENT',SECEIVE� TRITON WINDOW DISTRIBUT69S INC 220 TAFVt`ti f3�E PERSONAL pR4P DLR BY TAX 6MLECTOFt� " Ernployee(s) 3 $,?5.00 O9J26/2044 REDITCARD-14-040910 This locaFBusinessTax,Aeceipt oaly,cgnfirms payritent of the lzdal Business Tax,The celo is not a litonse; permit dr!a certificaYiptt M the holdaigeelHicatipljs,to do business. Holdermast complyw1lilany gov¢tnmaatal nr�pttljdybrnmemei{pia�glatory law:;apd+regairemehts which apply to the business � '. . . The RECEIPTAID.above mu9tbe A splayed on alieprtNitate al vehiclp6-Ahlami Dttde Sec"6. For mprp infotmabon.vi§il�y�,igtsll�idade o `Xcailectar; `" E 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: 2/15/2015 EXPIRATION DATE: 2/14/2017 PERSON: ACOSTA ALEJANDRO FEIN: 200892588 BUSINESS NAME AND ADDRESS: TRITON WINDOW DISTRIBUTORS INC 8888 NW 24 TERRACE DORAL FL 33172 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.05(14),F.S.,anofficer 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(12),F.S.,Certificatesof 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(!3),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 DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 Licensing Portal - License Search Page 1 of 1 3:43:42 PM 6/22/2015 Data Contained In Search Results Is Current As Of 06/22/2015 03:41 PM. Search Results Please see our glossary of terms for an explanation of the license status shown in these search results. For additional information, including any complaints or discipline, click on the name. Name License License Type Name Type Number/ Status/Expires Rank Certified SpecialtySCC131151345 Current, Active Contractor ACOSTA ALE3ANDR0 Primary Cert Specialty 08/31/2016 License Location Address*: 5001 NW 72ND AVENUE MIAMI, FL 33166 Main Address*: 5001 NW 72ND AVENUE MIAMI, FL 33166 Certified Specialty TRITON WINDOW SCC131151345 Current, Active Contractor DISTRIBUTORS INC SBA Cert Specialty 08/31/2016 License Location Address*: 5001 NW 72ND AVENUE MIAMI, FL 33166 Main Address*: 5001 NW 72ND AVENUE MIAMI, FL 33166 * denotes Main Address-This address is the Primary Address on file. Mailing Address-This is the address where the mail associated with a particular license will be sent(if different from the Main or License Location addresses). License Location Address-This is the address where the place of business is physically located. 1940 North Monroe Street Tallahassee FL 32399 :: Email: Customer Contact Center :: Customer Contact Center: 850.487.1395 The State of Florida is an AA/EEO employer.Copyriaht 2007-2010 State of Florida.Privacy Sta emell Under Flonda law,email addresses are public records.If you do not want your email address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions, please contact 850.487.1:395,*:Pursuant to Section 455.275(1),Florida Statutes,effective October,1,2012, licensees licensed under Chapter 455, F.S,must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee. However email addresses are public,record.If you do not wish to supply a personal address,please provide the,Department With an email address which can be made available to the public.Please see out"ChapteY 455 page to determine if YOU are affected by this change.. �/Z!�-� I�C��` �� r�1 1 C:�(1� ► Seto✓� S� 1 (��C,i_ , c �ft� https://www.myfloridalicense.com/wlll.asp?mode=2&search=LicNbr&SID=&brd=&typ= 6/22/2015 R UITY RECE VED TOP VIEW JUN 25 2M I; urYBY: ...... . . . . •••••• KITCHEN • ••.• 2 BATHROOM 3 BEDROOM 3 FRONT DOOR 7 GARAGE Miami Shcres Villa e APPROVED eY DATE CUSTOMER INFORMATION ZONING DEPT Laura Albuja 1500 Northeast 104 Street BLDG DEPT Miami Shores,Florida 33138 SUBJECT O CCM"NCE WITH FEDERAL STATE ANO CCIft4 iY ALJL-S AND REGULATIONS FRONT •,,,,, """ NO PRODUCTS ON THIS ELEVATION SIDE ( RIGHT KITCHEN • • i TYPE: Aluminum Impact Horizontal Sliding Window SIZE: 53 1/8"x 38 3/8" 5/16"WAN NOA: 11-1114.04 BACK 0000.. . . . 0000.. 0000. . . . 0000.. 0000.. .. 0000 •• • •••••• NO PRODUCTS ON THIS ELEVATION 0000. .. 0000 . .. 0000 0000.. 0000.. . 0000.. .. 0000.. . . •.0. . .0 . . 0.6600 0000 0 0000 � 4 SIDE ( LEFT • •. • • "'••' • • a • • 6:000: BATHROOM BEDROOM 0000•• • • li • • 0000•• ' 2 3 000.0• • ••� •• •• 000.0 ••• • 0000•• e•••• •• � 0000 • • • • 0000 ''.. 0000•• s • • 0000•• • •••••s • •• 0000•• ' 0000•• 0000 • • 0000 I TYPE: TYPE: Aluminum Impact Aluminum Impact Horizontal Sliding Window Horizontal Sliding Window SIZE: SIZE: 37"x 38 3/8" 74"x 38 3/8" 5/16"AN/AN 5/16"AN/AN NOA: NOA: 11-1114.04 11-1114.04 4 • T 1982 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC• WIND LOADS RIND STANDARD:ASCE 7-10, FBC 2010 EDITION C ( 2 -( sog (Based on data supplied by client) 1 1'S j)2 Z Fl�l,rpt . 1. Client . Triton Window Distributors 2. Project Name Laura Dean Albuja 3. Project Address 1500 Northeast 104 Street Miami Shores Florida 33138 CITY STATE ZIP 4. County ; Miami-Dade 5. Building Height 15 FT. 6. Building Dimensions : Length FT. Width FT. 7. Building Roof Slope ❑ Flat ❑ Slope( See Figure 1 below) 8. Risk Category ❑ I ® II ❑ III & IV Risk category 'I'applies for non essential buildings. e.g. storage facilities etc. Risk category 'IT applies for all commercial and residential buildings. e.g. homes, appy, offices etc. Risk category Yff& IV'applies for essential buildings. e.g. schools, hospitals,police stations,fire stations etc. 9. Attach floor plan with shutter/window,sizes and types. (Note: If maximum load used for all openings,floor plan is not required) Alex Acosta Client Representative Figure l: AL .. ... ice• . . .. • ...• ' • • 02015 .. . . . . .. . ... . ... . . •Slolkd roc •.• :• JAVAD ,P.E.-FL#70592 • •• • • ' EB C.A.N.#3538 Flat roof ••• ••• •• • 1235 SW 87th Avenue 1 Win F� 33114.1 1:J(�%2%4.8109 1 F:305.262.6978 www.afceng.com alfaroog(mafceng.com ••• 0 0 • ••• 0 4 x ` AL-FAROOQ CORPORATION 11-05-2012 CAN (EB) #3538 i 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305-264-8100 CUSTOMER :TRITON WINDOW DISTRIBUTORS PROJECT :LAURA DEAN ALBUJA WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7-10 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V 175 MPH RISK CATEGORY FCT. I 2 (Table 1.5-1, p2) EXPOSURE CATEGORY D ( SCt. 26.7.3, p251) MEAN ROOF ELEVATION H 15 FT. TRIBUTARY LOAD AREA A 10 FT-2 Kh = 1.03 (TABLE 30.3-1, p317) Kd = 0 .85 (TABLE 26.6-1, p250) Kzt= 1.0 (TOPOGRAPHIC FACTOR - FIGURE 26.8-1, p252) VELOCITY PRESSURE Qh=.00256 Kh Kzt Kd V^2 = 68.64 PSF GCp COEFFICIENTS (FIGURE 30.4-1, P335) ZONE 4 = +1.00 -1.10 t ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26 .11-1, P258) DESIGN PRESSURE P = Qh(GCp - GCpi)x.6 (AS PER FEC 1609.1.5) ZONE 4 = + 48.6 PSF - 52 .7 PSF \\ ZONE �=- + 4 8.6 PSF - 65.1 PSF •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• u 2015 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 1500 Northeast 104 Street Permit No. Description of Window or Product Acceptance Product Approval Opening Design Opening ID Door or mullion Number Design Pressure Pressure Rough Opening Size Shutter Required Mullion Required Impact (+)PSF (-)PSF (+)PSF (-)PSF Yes/No Yes/No Yes/No 1 1FL Horizontal Slider 11-1114.04 75.00 75.00 46.50 52.70 53 1/8"x 38 3/8" No No Yes 2 1 FL Horizontal Slider 11-1114.04 75.00 75.00 46.50 52.70 37"x 38 3/8" No No Yes 3 1 FL Horizontal Slider 11-1114.04 75.00 75.00 46.50 52.70 74"x 38 3/8" No No Yes ... . .. . ...... . . ...... . .. ...... ...... . .. . . r f MIAMh1QAVE MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26'h 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.miamidede.novAera/ PGT Industries,Inc. 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"HR-710"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, 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 1118 jaB$itt tbb requ�stdf the Building Official. This NOA revises NOA No. 11-0630.02 and consists of.4►is page ?y &Wtence pages E-1, E--2 and E-3, as well as approval document mentioned above. •• ••• •• .. The submitted documentation was reviewed by Jaime D. Gascon,P.E. • • • • • • • • •• • • •• • • •• • • MIAMI.DADE COUNTY �' `Y000 00 NOA No. 11-1114.04 • 2 $ I Z ••• •Expiration Date: December 21,2016 • • • •• ••• Approval Date: February 16,2012 • • •• • . . Pagel . . . . . . . . . •• .. . . . •• .. ... . 0 0 ... . . i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 0 7-081S.09) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,Type"C" sliding window, Grade 10, per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type"C"sliding window, Grade 10, per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report ffQ. :RTI'-A859, :110d. 03/08/2006, signed and sealed by Edmundo Largaespada,;P;E; ;• •• (SubmittelfuhderNOWNA'06 005.06) • ••• •�• Jaime D.Gasco ,P.E. . Product Control Section Supervisor • •• •• •• NOA No. 11-1114.04 • •• ••• ••• Expiration Date: December 21,2016 Approval Date: February 16,2012 . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 07-0815.09) 2. 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. 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. 08-0206.01 issued to Solutia Inc. for their `'Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, 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, conformance and compliance with the FBC- 2007,dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11--0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07-0815.09) .. ... . . . . . .. . .. . . . . ... . Jaime D.Gascon,P. • Pre3uct Control Section Supervisor ' '• •• NOA No. 11-1114.04 "' "' •Expifation Date: December 21,2016 Approval Date: February 16,2012 ... E 2. ... . . . . . . • . . . . . .. .. . . . .. .. ... . . . .% . . t r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTl.--4858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 114630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. .. . . . . . ... .. 00 000 .. ... 0.. • � •� 0:9 � Jaime D.Gascon,P. E. . . � 000 Product Control Section Supervisor • • •• • •• • • •• NOA No. 11-1114.04 . . . . . .. • •• • 000 • ••. Expiration Date: December 21,2016 Approval Date: February 16,2012 . ... ... E-3 . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.516"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C.5/18"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PV8 INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............I GLAZING DETAILS............2 G.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS.....................4 VERT.SECTIONS.............5 H.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/18"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............5 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST.......................6 EXTRUSIONS....................7 1.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 318"AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS CORNER DETAIL..............5 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE....................8-11 J.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.).GLASS,3116"OR 114"AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • •.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 316"ANNEALED GLASS AND(1)LITE • • OF 3/16"HEAT STRENGTHENED GLASS VV11'H AN.09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •••••• L.13/16"LAMI IQ(1)UTE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS • • SVITH AN.OSI OUP19NT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •••••• • • • • • 2.CONFIGURAT6W OXIaXO,XOX • • •••000 0 .... • 3.WIGN PRESSWFJES;,(VE TABLES,SHEET 3) 0:0:04' •••A.4EGATIVAE914M00ADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. ••••• •• • •••• • i.POSITIVE W SIGN LQADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. ••••: 4.ANCHORAGE:.T;F.1*3.IQ-A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED • ns complying wilh the Florida Building Code •�•••• � 5.9FRITTERS AR?E+NOWRRQUIRED. pcceprsaeeNo l � •• 6 FRAME AND 4N6L CSQNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. By G •.7,FIVPRENCES:TEST REPORTS FTL-4858,FTLA859 AND FTL-5330. ELCO TEXTRON NOA:04-0721.01,03-0225.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION I I I I I I I I ADM 2005 ALUMINUM DESIGN MANUALLYNN 4f, 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY D HURRICANE ZONE(HVHZ). No.58705 _ 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. _ ---. _ a.",eey 1B'f7H1 E FBC2010 CODE CHANGE °idp" '��••. T OF :•�_�: a"Kbr' 1070 TECHNOLOGY DRIVE P -�- GENERAL NOTES XN FLORID,.•• J.R. &20/11 D ADDED IG CAP TO BE TEMPERED -30FT NOTE. NOKOMIS.FL 34275 TMc ••.. ALUM.HORIZONTAL ROLLER WINDOW,IMPACT SS10NA�-E F.K. Mfb/07 C ADD F71fi330 TO NOTES 78 CHG.N07E8T0 CURRENT EDIT P.O.BOX 1529 � 1I 11I� her.' NOKOMIS,FL34274 VOibly Better �' BN �'"1 A.LYNNWL�R,P.E. F.K. 212&V6 J.J. 3!13/06 HRT10 NTS 1 > 11 4127-10 E P.E.N 58706 21 50 21 50 53 1 c NOM. 12"NOM. ]EXTERIOR INTERIOR 55 GLASS BITE GLASS BITE (ALL SECTIONS) •••. 51 rANNEALED 51 63,64,65 • 0000 ••• OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS • • • • OR DUPONT PVB INTERLAYER •• •••••• 1/8ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 5/16"NOM 3/16'ANNEALED OR HEAT STRENGTHENED GLASS • • • •••••• 7/16"LAMINATED •••• • 0• • �j/16"LAMINATED GLASS 7116"LAMINATED GLASS ••••• ••• • •••••• •••••• • •• •• •• • •••••• • • • • �••21 •• 50 21 50 1/2"NOM. 1/2"NOM. 59 GLASS BITE 59 GLASS BITE 52 52 )OA 66,67,68,69,70,71PRODUCTREVISED 72,73,74,75,76,77 v m"plying Wal,dw Florida I M114- (Building CodD 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS Arm ren=No 090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER !DA1O (7 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS�k 17 u 5/16"LAMINATED 7116"LAMINATED MiemiIDadaPro uctCoil h 5/16"OR 3/8"AIR SPACE 3/16"OR 1/4'AIR SPACE 1/8"OR 3/16"ANNEALED OR TEMPERED GLASSAD 1/8"or 3116"ANNEALED OR TEMPERED GLASS, i3FB"ROM. 13/1 W NOM. VII I 13/16"LAMI IG GLASS W/5116"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI •�oav vYNN/y/��o, v1cEN SE ' _*: No.58705 QD FOR INSTAUATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. - a. .' J.J. f0/17H1 E NO CHANGE THIS SHEET 1m0TECHNOLOGY DRIVE GLAZING DETAILS ��0 •., F J.R. t'it1a1f ONO CH IG ET THIS �80F1NorE NOKOMIS,FL34275 �� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ��'FSS/ONA�- �` F.K. 4/16EtE NO CHANGE TH/S SHEET P.O.BOX 1529 1", 1�� OSA'd4 NOKOMIS,R 34274 V.Wy Btte/ B,4,N1- —FA.LYJN�UPR%.P.E.F.K 2/2 9/23/06 HR7f0 FUII 2 a 11 4127-10 E P.E.#58705 TABLE 1. XOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 505/81, 54" 60" 63" 84" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Q 96" A,B,G,H +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +58.8 -58.8 +56.2 -56.2 D FOR INSTALLATION IN 1063/8" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 50.0 +55.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 50.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 50.0 +60.0 -60.0 +54.6 54.6 +51.7 51.7 FT,GLASS TYPES G- L SHALL HAVE A 111" A,B,G,H +60.0 50.0 +60.0 50.0 +60.0 60.0 +60.0 50.0 +60.0 50.0 +59.5 59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED I.G.GLASS UP TO 111" C,I +60.0 -60.0 AND AN OR E DP UP TO 111" D,E,F, QUANTITY REMAIN J,K,L +75.0 75.0 UNCHANGED. TABLE 2. XOX(1/3,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A,B,C, G,H,I +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 ' •00 ' '• TABLE 3. 0000.. ' 2&4Ip XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) 0000.. •• WINDOW W+76.0 WINDOW HEIGHT • WIDTH 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 0.000• 00.00 • •60"• 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 • • 66" 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75075072000000 75.0 +75.0 75.0 +75.0 -75.0 +750 75.0 +75.0 75.0 +75.0 75.0 +69.6 59.6 +65.2 55.2 000"i 074" -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 +75.0 -75.0 +68.1 58.1 +63.8 53.8 -R ,pl ns a dicFlorido Is ldir*Code 0.0 0.0 • C,QZ • • +75.0 -75.0 �"F'"t1OCD • 0UP010 j4" I K /(o • • •:000* GlA99 TYPES:TEST REPORT FTL-4858(XOX),FTL-4859(OX&XO)AND FTL-5330 Miami Uoao Wo ua Comro A.•$JV LAMI-(1/8"A,.090,1/8"A) G. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A, .090,1/8"HS) H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) , C.5/16"LAMI-(1/8"HS,.090,1/8"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN_),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8-HS,.090,1/8"HS) �� al LYNN ��,��.••'�ceNse '•.• D.7/16"LAMI-(3116"A, .090,3/16"A) J. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) Q: E.7/16"LAMI-(3/16"A, .090,3/16"HS) K. 13116"LAW IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAM]-(3/16"A, .090,3/16"HS) _ Ic; No.58705 F.7/16"LAMI-(3/16"HS,.090,3/16"HS) IL. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE, 7/16"LAMI-(3/16"HS,.090,3/16"HS) - �, 'w= tee,- Dw. .: _ I11 . J.J. 10/17111 E NO CHANGE THIS SHEET o ••. STATE _�� wxam.: 1070 TECHNOLOGY DRIVE P -�- DESIGN PRESSURES FL 34 _ p�0000..FLon�oP•.-��; F.K• 4V15iD17 C ADD/NTEGRALl 0 ADDED IG CAP FIN TO OPTION d UPDATEASTM E 1300.02OPa NOP.O.IOX 1528 75 >* / �SS/011 A��?\` D.� �- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '�, Dig,. per pp; NOKOMIS.FL04274 Visibly Better �"'" '"'" �"'� a'"'gAb '"� A.M &KddEF VE. F.K. 2/2&06 J.J. 3/23116 HR710 NTS 3 d 11 4127-10 E P.E.#58705 273/8" 27 27 1 1 MAX.DLO 54 5/16"MAX.DLO FIXED � MAX.OL DLO MAX.DLO VENT VENT FIXED D D • --- _ 3� B B B B •• • _ — X X O X 0000•• •• • • • •04 1 • •• • • • 04,00•• 0000•• • • • • • • • •• 04,•• • • • 110"MAX.WIDTH I.F.FRAME �I I� —� I --g 85 7116"MAX.WIDTH I.F.FRAME ••••• •• • •••• --^1 6 7/16"MAX.WIDTH FLANGE FRAME • • 111"MAX.WIDTH FLANGE FRAME •000• ••• • 4,0.00• •••••• ; '••• •••••. DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) • • • 0000•• • ' • • NOTE: 0000•• • • • • •••••• 33 9/16"MAX. 33 8/16"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • • • :)LO FIXED C DLO VENT 63" SEALANT OR GASKET FLANGE MAX. AT HEAD AND SILL FL A I A FRAME ALL 15 57 3/8" I se, CONFIG. MAX. MAX. DLO ALL / DLO ALL —— 1 rj I.F.FRAME FXED VENTS PRODUCTRC•VISGDI / / 62"MAX. 0 complying with the Florida LITES / / —— Building Code I.F.FRAME AcceprenceNo a'c,+ 0 I X ALL Hx' Do CONFIG. I Miami ade P ucl Comrd 1 13 FLANGE FRAME C \�\�O0 LYNN �1x\:' \DENSE 73"MAX.WIDTH I.F.FRAME--I VIEW D-D � �� •.��; 74"MAX.WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) * No.56705 DETAIL A-OX OR XOLU _: J.J. 10/17111 E NO cj*Q40E IMSHEET "spbe 27 7 Oi :•�(!� J.R. Ht2Wi19j..j. NO(BfApl6E 7H/S SHEET 1070 ECHNONOKOMIS lFOGY L 34275 ELEVATIONSFJ4. �.:iSrol a.. �• TNOKO.Ig.BO FL 34274 CORATR ALUM HORIZONTAL ROLLER�W/NDOW/MPACT ' s�/ONA� 'F.K. 2/2aw S/m Baser HR710 NTS 4 n 11 4127-10 A LYP.E 0158705 P.E. E P.E.p 58703 INTERIOR 37 32 35 22 39 1efNTERIOR 16 EXTERIOR13 MAX.VENT DLO �-- MAX.FIXED DLO MAX.V DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 HEIGHT WRWL) 2 77Wf FLANGE FRAME MAX. VENT DLO ITIP MAX. 0 •WXED • • DLO••• • • 1=-----------MAX.FIXEDDLO —� MAX.VENTDLO 0000• 22 •••••• • • t= MAX.WIDTH(I.F.FRAME) s• s • • 21 EXTERIOR SECTION A-A •••••• • 1 (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) ••••s o 24 0900• •• It • 8 22 21 41 22 • • • •• PRODUCT REVISED ••••• • • 2 w complying wigs tie Floods I3ulding Cade 24 EXTERIOR INTERIOR D 4%0 •••••• • • • •••• 12 Accept; No • • • •7 12 • ..:0 • 0000 21 0:0•0• •• • • 7 Alum Dada Product Control •• • 1-1 EXTERIOR INTERIOR t 1 l t l t I 10 ,(LYNN 6 ��'1�,.•'��CENSF•'•.F� 10 SECTION C-C 42 SILL HEAD = * No.ssTos (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION, I.F. FRAME) _� 6L ""'1 11611 r E+.aw. NO CHANGE THIS SHEET ;gyp ' 1 I Imo• �+�r p STA E OF uNe MNWne 1070 TECHNOLOGY DRIVE F, -�- sEcnONs �T�'•. fLOR1pP,•'�,�; J.R. 6/20111 D NO CHANGE THIS SHEET NOOM�tF 6 "" 76 rTM 7j ' F.K. 4/15107 �c ADD INTEGRAL FIN FRAME ITEMS 4142AND 49AND VIEWS. P.O. •� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT � �S,S/�NAL�?�� JNIIy, q,Kchddity aYb: NOKOMIS,FL 36270 V&tbiy Better arY`�Nf •wc 0—*- IN,- A LYN�IJILLER,P.E. F.K. ?128106 J.J. SV23/OG HR710 Half 5 r 11 4127-10 E P.E.p 58705 ITEM DWG#REV DESCRIPTION MAT'L PGT# ITE11 DWCNIRPVI DESCRIPTION MAIL PGT# 1 4102 A FIANGEFRAMEHEAD 6063-T6 AL 1 612237 66 GLASS 13/16"LAMI IGI/8"A MIN.,3/8"AIR SPACE,5/16"LAMI l/8"A,.090PVB,1/8"A 2 4025 SASH STOP STD. ANTI LIFT CLIP 6063-T5 AL 612244 67 13/16"LAMI IG-1/8"A(MIN.),3/8"AIR SPACE;5/16"LAME(1/8-A,.090 PVB,1/8"HS 3 #8X3/4 PH.PAN HEAD 7834AA 68 13/16"LAMI IGI/8"A(MIN.),3/8"AIRSPACE,5/16"LAMI ]/8"HS,.090PVB,1/8"HS) 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13/16'LAMI IG3/16"A MIN.),5/16"AIR SPACE.,5/16"LAMI IIVA,.090PVB,1/8"A 6 4136 FLANGEFRAMESILL 6063-T6 AL 64136 70 13/16"IAMIIG3/16"A(MIN.),5116"AIR SPACE,5/16"LAMI(1/8-A,.090 PVB1/8"HS 7 4137 ISILLADAPTOR 6063-T6 AL 64137 71 13116"IAMI I433-3116"A(MIN.),5116"AIRSPACE,5/16"LAMI(1/8"HS,.090PVB,i/8"HS) Q 8 4131 IRCILLERTRACK 6063-T6 AL 64131 72 13/16"LAMI 1G1/8"A MIN.),1/4'AIR SPACE,7/16•LAME(3/16-A,.090 PVB,3/16"A ]0 71298 WEEP HOLE COVER POLYPROP. 71298 73 13/16'LAMI IGI/8"A(MIN.),1/4'AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"HS 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13/16"IAMIIGI/8"A MIN.,]/4'AIR SPACE,7/16"LAM] 3/16"HS,.090PVB,3/16"HS 13 4002 A FIANGEFRAMEJAMB 6063-T6 AL 612225 75 " 13/16"LAMI IG3/16"A(MIN.),3/16"AIRSPAC 7/16'LAMI 3/16"A,.090P 3/16"A 14 4134 FLANGGASKE'FORMAINFRAMESILLJOINI 7612225K 76 13/16"LAMI IG3/16"A IN.),3/16"AIR SPACE,7/16"LAMI(3/16'A,.090 PVB,3/16"HS 77 13/16"LAMI LGNI6"A(MIN.),3/16"AIR SPACFA,7/16"IAMI 3/16"HS .090PVL3,3/16"HS •1i •1155 #8X1.000 QUADPN.SMS 781PQA 90 1014 SCREEN FRAME(HOR&VER) 3105-H14AL •••••• J4.• 110 G SCREENADAPTOR 6063-T5 A L 64110G 91 1 1630 SCREEN CORNER KEY WRINGS POLYPROP. •• 4054 B• FEIINGRAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNERKEYW/OUTRINGS POLYPROP. • 19 4066 WST ..187X.230,FIN SEAL 640666 93 1073 SCREEN SPRING ST.ST. •••••• 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM YVC •••• 2 1683 ,.250 X.270 BACK,FIN SEAL 61683G 95 1635 SCRE04 SPLINE-.]35 DIA.HARD EM PVC • • 43 j 045-1 W!Ifft HOUSING&GUIDE 42112HD 96 SCREEN CLOTH ••••• Q41 126 10RASS ROLLER WHEELS BRASS 7BRWHL2 ••• •• Z4 94128 •41WRLZIRNTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N •••••• 32 406 D 1BTINGRAIL 6063HS-T6 AL 64006 2.710 • 33 1235S 170 X 270 BACK,FIN SEAL 67S16G •• 35 1096 •SWEEN ATCH DIE-CAST 71096 ••••• E --- #8 X.6 PH.FL.SMS 7858 • • 37 4126 S SH E RAIL, 6063-T5 AL 64126 •••••• 2.824 • • •Up •1683 WS1'A,.250 X.270 BACK,FIN SEAL 616836 34rj,.7O BULB W EATHERSTRIP.187 X.275 6707pK .062 40 ILIFT RAIL COVER CAP 74078"C"L OR R 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 I.F.FRAME HEAD 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 41 43 4141 I.F.FRAME JAMB 6063-T6 AL 64141 #4139,6083-T6 50 GLAZING SILICONE,DOW 899,995 OR UIVALEIVI' 51 1224 VINYL GLAZING BEAD BULB(MCK) 6TP247W,K PRODUCT REVISED 52 1225 VINYL.GLAZING BEAD BULB(THIN) 6TP248K 2.764 as wnlplying with the Florida Huilding Code 53 4039 B GLAZING BEAD-5/16" 6063-T5 AL 640398 Acca lanes No 54 4044 B GLAZING BEAD-5116"W/GRILL KIT 6063-T5 AL 644703 .062 3.152 ° ° P�•6 55 4222 A GLAZiNGBEAD-7/16" 6063-T5 AL 64222 062 Miwld ade Pro cl Comro 56 985 C GLAZING BEAD-7/16"W/GRILL KIT 6063-TS AL 6985 1 988 59 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067 60 aASS5/I6LAMrUMA,.090PVB,WA) _ 43 I.F.FRAME JAMB 61 5/16"IAMI 1/8"A,.090PVB,I/8"HS #4141,6063-T6 \.�`ONI LYNN 62 5/16"LAMI(1/8"HS,.090 PVB,1/8-HS) ��.•'��GENS�c''•�FP '�' 63 7/16"LAME 3/16"A_090 PVB,3116"A L2.710-j = Fr N0.58705 64 " 7/16"LAME 3116"A,.090PVB,3/16"HS 42 I.F.FRAME SILL _ *�_ 65 7/16"LAME 3/16"HS,.090 PVB,3/16"IIS O rY #4140.6063-T6 9 '. aeweay. t>.eK RwYlaw: 112 t(1 J.J. iCd17H 1 E NO CHANGE THIS SHEET ' ` ITAT OF <- _ 1070 TECHNOLOGY DRIVEJA PARTS LIST '�.C� F P...••\'�� KOMIS.FL F.K 4H5JU7 C ADD ITEMS 41,42849 TYPES NOP.O.80X162a 6 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '"/"&/O/I NAM- h.xr.9,c p1e py; NOKOK41S,FL 34274 Visibly$ems "'"`�'"e1k a01�"' '""I' N1' RM A LYNNII.�I{.IJLR P.E. F.K. MSM J.J. 312&W fW10 NTS 1 6 d 11 4127-10 E P.E.t 58705 1_--1.513---1� .062 --{ 1.187 �►— I '040 1 .736 , V 52443- 137 062 O SASH STOP COVER ]1- 3 •062 3. 4 #4053,6063-T5 1.122 L2.710 { Jl— ►--2.710{ FLANGE FRAME HEAD �`- O O FLANGE FRAME SILL O FRAME SILL ADAPTER 2'764 #4102A,6063-T6 #4136,6063-T6 #4137,6083-T8 1.363 1 .062 061 1.16T 7 062 13 FLANGE FRAME JAMB ---IF--.062 #4002A,6063-T6 ,490 !� T— 437 1.451—► 4 .46 �1.403� O SASH STOP OHORIZ.ROLLER TRACK O FIXED MEETING RAIL 2 #4025,6063-T5 8 17 #4131,6063-T6 #40548,8083RD-T6 •••••s 2 79 • • • • 062 2.:26 9 05D • 1,1.87 •••••• • •• • •• 1L .062 ••••• ••• •• • ••s• 878 • • 1,449 1.081 I►— 291+I ••••• •• • 1.098 • • •• •2 r SASNT.G1RI BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" PRODUcTRGVISED •••••• #40398,6063-T5 "y—ply-,with the Florida 1 6063-T5 #4006D,6063HS-TS #4128,6083•T5 • • • •••�•�' Dnlding Code • AccgNaaca No%k . •••••• • •• ••s••• Dau K! • • • • 050 • *see • •• Dodo Cmum •••••• 050__W .678 .678 678 .683 .050 .050 1.096T I I I1.096 — � T 1.115 1.097 54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" ; •!ENS•MiI��,� #40446,6063-75 #4222A,6063-T5 #985C,6063-T5 #4067,6063-T5 Qom;• �-\G F (USED W/GRILL KIT) (USED W/GRILL KIT) k N0.58705 aese�: ow: aw•we.: �bm.. .� STATE OF :.�(/�.� J.J. f0/17M1 E NO CHANGE THIS SHEET EXTRUSIONS %O�.'• F<OR1DP.•'CON x 1D70 TECHNOLOGY DRIVE J.R. 1 D NO CHANGE THIS SHEET NOKOMIS,FL 34276 1:::7-'7 - . TAL ROLLER WINDOW,IMPACT /ONAVF.K C NO CHANGE THIS SHEET P.O.SOX i 52a IIIIIII ey Ci we py; NOKOMIS,FL34274 1/(f!/7lyBelte� v'' "'1 '' �" A LYNN MILLER,P.E. F.K. 8AT8 J.J. 3,23106 HR710 Half 7 > 11 4127-10 E P.E.#56705 ANCHOR QUANTITIES,XOX(1/4-1/2-1/4)WINDOWS TABLE 4 NOTES: GLASS TYPES A,B.C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2.3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES rn n rn n w en 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD&SILL HEAD&SILL gm HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL A.5/16"LAMI-(1/8"A,.090,1/8-A) W V H < ' ' B.5116"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A C.5116"LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125x38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1rC2+1 p 1+C2+1+C2+1 2 D.7/16"LAMI-(3/16"A,.090,3/1&'A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/16"LAMI-(3/16"A,.090,3/16"HS) 50.625 1+C2+1+C2+,1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.7/16"LAMI-(3116"HS,.090,3116"HS) G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13118"LAMI IG-1/8"OR 3/16"A(MIN.),5/16'OR 318"SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I. 13/16"LAMI IG-118"OR 3/16"A(MIN.),5116"OR 3/8"SPACE,5/16"LAMI-(1/8"HS,.090,118"HS) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3/16"A) ••••63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16"A,.090,3116"HS) 38.375 1+C&+1+C2v1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 L. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7M6"LAMI-(3/16"HS,.090,3116"HS) • 48.000 1 2+1 C • •••• +C YA+1 3 1+(x+1+ 2r1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING • • • 0.625 1 + 3 1+C2+1+ +1 3 1+C2+1+ +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. •••••s • •• ++GS�+C%�'i C2 C2 • • • 54.000 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. ••s•• • •�'� 1+CT+a+"+1 3 HC2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 25 3/4"MAX.FROM CORNERS. • • 0.000 1+t+ + + 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. ••••• TABLE KEY: • • 74.000x 38.375 1+ ++ 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+ +1 2 X O X ••••• ••• • + C2• • 48.000 1+E2+2+C2+1 3 1+C2+1+C2+1 3 1rC2+2+C2+1 3 1*C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB •:•••• • ••50,625 i+C2+2+C2+1 3 1+ 2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. •• • 54.000 1+62+1/rC2+ 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED •••••• • • AT EACH MEETING RAIL PLUS(1) •••••60.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT s•••• AoD0 1+rj2+y+C2+ 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+G3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. • • 30.375 1+ 2+2+ +1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+(•,2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. • •048.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 31 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1*C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C2+2+CZ+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 54.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 25 3/4"max. -H I--3"MIN. 60.000 1+C2+2+C2+1 3 1+C2+p+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 9"REF. 83.000 1+C2+2+C2+7 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1*C2+2+C2+1 3 1+CQ+3+C4.1 3 � X O X 106.375x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 PRODUCT iU':V1SGD 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. as complying wills dte Florida Ouildnig Code 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS A�N - D54.000 1+C3+3+C3+1 31+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE)80.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+p+3+C3+1 3 1+C4+4+C4+1 3M 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 3 25 314"MAX. 111.000 x 38.375 1+C2+3+G2+12 1.G2+-'HZ2± 1+C2+3+C2+ 1+C2+3+C2+1 Z 2 --{ - 11/2'TYP. rrF-3'MIN. 111t11I/ 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 �� N`( LYNN 1/,i 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 RT X O X ��a'��0''G1GENgFM 'n 54.000 1+C3+3+C3+1 3 1+C2+2+G2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 *'. No.50705 60.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 MTG.RAIL,TYP. - - 63.000 1+q+3+C3+1 3 1 i+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 4 _EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS =v Rertlay, oar m,E ` a. I J.J. 1L1H7/11 E NO CHANGE TMS SHEET ANCHORAGE SPACING,XOX 1/4-1/2-1/4 ��O'� FTS^E FBF)` . �� l '070 TECHNOLOGY DRIVE C '•"10RIOJ.R. D ADDED IG CAP TO BE TEMPERED +30FT NOTE. NOKOMIS,FL 34275 P T ,a� _FX. c UPDATETABLE4,SELECTVALUESDUETOANCHORCAP.AD,I. P.O.60xt529 ALUM.HORIZONTAL ROLLER WINDOW IMPACT � ;/ONACI:\\"F. J.J. 3/23/08 NOKOMIS,FL 34274 Vtnby Bttter r n,a4aeTa/.eO NTS` 8 a 11 N"**N 4127-10 ' A LYNN MILLER P.E. E P.E.#58706 ANCHOR QUANTITIES XOX 1/3-113-113 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONIC t,CONC 2,3,WOOD 2,CONC 1,CONC 1. ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) m m m m m m 2.GLASS TYPES: p WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL HEAD 8 SILL HEAD&SILL HEAD&SILL A.5/16"LAMI-(118"X,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W Y H B.5116"LAMI-(1/8"A,.090,1B'HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 C.5116"LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7/16"LAMI-(3/16"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/18"LAMI-(3/16"A,.090,3/16"HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 F.7/16'LAMI-(3/16"HS,.090,3/16"HS) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 t+C2+1+C2+1 3 i+C2+1+C2+1 3 i+C2+1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3/18"A(MIN.),5/16"OR 3/8"SPACE,5/16'LAMI-(118-A,.090,lir A) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/16"LAMI IG-1/8'OR 3/16-A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8-A,.090.IJ8'HS) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C3+1+C3+13 1. 13/16"LAMI IG-1/8"OR 3/18"A(MIN.),5/18"OR 318"SPACE,5116"LAMI-(1/8"HS,.090,1/8'HS) J.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16"A,.090,3/16-A) 53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+t 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3/16"X,.090,3/18"HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/18"HS,.090,3/16"HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 MAX.FROM CORNERS JAMBS: 9"MMAAX.FROM CORNERS AND 221!2"MAX.O.C. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY: 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 X O X 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 7+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000x38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 A CLUSTER OF(3)ANCHORS CENTERED • ON EACH MEETING RAIL PLUS(1) • •".1100 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 7+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT • • ••• 5&.625 1+C2.1+C2• 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. ••••: 54.W0 1+C2+lt2+1 I 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. •••�ObO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 •••••• • • (3"MIN.O.C.ANCHOR SPACING) • 63.000 1+C261+02+1 a t+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 •• 74.00ffx 38.375 t+C2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 225 3/4"MAX. •••••• • •1.000 t+C2+14.2+ 9 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1--1I~3"MIN. 00000 ••• 59,825 1+C261tr•7#1 & 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 0 0 0.0• •• 54.91- 1+C2+1+ + 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9"REF' X O X • x60.900 1+C2.1+C2+1 0 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 II t7tODUCTREVISGU :0900: • • •0 9 0 0• 6. 10 t+CZ+1+ 2+ 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 a ,,Wlyingwith theFlorida • • MTG.RAIL,TYP. 84.001}k36.375 1+C2�14 t 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1*C2+1 2 DuOdingCalc :CLUSTER W/QTY.OF(3)ANCHORS Aw6PtauceNu - 10 •••••• • sW000 1+C2.1.91W • t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 me •• '4;4%&5 1+C2&I+C2i 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 1110:0900 •• 54.000• 1+C2�1+�+1 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Minmf Product` ntro • 60.9DO t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 25 3/4"MAX. •• 000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+I+C3111 3 11+C4+1+C4+1 4 1/2"TYP. 1--3"MIN. 11 t l l l l 86.437 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 \%X,NY LYNN 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9"REF. X O X ` '��O .. 50.625 'LICENSE•'.ccr i 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C3+1+C3+1 3 '• 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 * No.58705 •' 60.000 t+C2+1+C2+1 3 1 1+C2+1+C2+1 3 I t+C3+1+C3+1 3 1+C3+1+C3+1 4 7+C3+l+G3+1 3 1+C4+1+C4+1 4 MTG.RAIL,TYP. _ 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 I 1+C3+1+C3+1 3 1+C3+1+C3+1 4 t+C3+1+C3+1 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS _ 2 f, 44/ f A..way: au: J.J. 1Q10117111R.Hsa,F7/11 E NO CHANGE IRIS SHEET %0 '. STA F J.R. 8/20/11 D ADDED IG t:APTOBE TEMPERED +30FTNO7E 1D7NTE HN,F�34 DRIVE ANCHORAGE SPACING,XOX �s�-i'�"�� ,(�SS.F<OR10 P.•�G "^* _'Z ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �ONAL E 11, F.K. 4/15/07 C UPDATE TABLE 5,SELECT VALUES DUE TO ANCHOR CAP.ADJ. P.O.aox 15ze anm et dM CIwtM#.pb[ NOKOMIS.FL 34274 VW*Better °Y�a°'� �` a"r NO' A.LYNN MILLER,P.E. F.&K2/2&W J.J. 3/23/08 HR710 NT$ 9 a 11 4127 10 E P.E.#68705 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES tq m � J J 2.GLASS TYPES: Q WINDOW SIZE w Q m QmQ�_ m ¢�¢ .� m Qm �_ m Q -j 00 A.5/16"LAMI-(1/8"A,.090,1/8"A) FOR INSTALLATION 1N THE HVHZ ABOVE 30 Lu co 2 W m W W y W rn B.5/16"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A W F1 = 06 _ °d z°6 _ cn _c4 _a! C.5/16"LAM[-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7/16"LAM[-(3/16"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. .7116 LAM[-(3/16"A,.090,3/16"HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/16"LAM]-(3/16"HS,.090,3/16"HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(I/8"A,.090,1/8"A) H.13/16"LAMI IG-1/8"OR 3/18"A(MIN.),5/16"OR 3/8"SPACE,6116-LAMI-(1/8"A,.090,1/8"HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 I. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),5116"OR 3/8"SPACE,5116"LAMI-(1/8"HS,.090,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13/16"LAMI IG-1/8"OR 3/16-A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3(16"A,.090,3/16-A) •••• K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3/16"HS) •63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/18"HS) •••••• x 38.375 irC2+ 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 •` .': *.48.000' 1+ 1 1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ' •` 50.625 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. `•••" • • • 54.000 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 101/'2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. •••••• 18 3/4"MAX.FROM CORNERS. • • •• •• 60.000 J'"*i 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O.C. ••••• •• 063.000 f410"l 1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: ••• •• •53i25ax 38.375 4�¢+ 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 X 2+C3+2 3 ANCHOR QUANTITY PER JAMB •••••• 4, ••••48.000 64102+ 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 �- • 50.625 lo; 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES • • A CLUSTER OF(3)ANCHORS • •••• • •54.000 1+ 3+ 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE MEETING RAIL • • •••`•:60.000 VC3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE •••••• 63.000 1 + 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 ANCHORS TOTAL VENT AND FIXED AT HEAD AND SILL. • • 60.400 x•38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 • •• 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+103+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 (►�18 3/4"MAX. 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 I I jI--3-MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 . O 63.000 1+103+1 9"REF. X 4 1+103+1 3 2+104+2 4 1+103+1 4 1+103+1 3 2+104+2 4 -t- - _ 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 t 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 MTG.RAIL PRODUCT np y g w with theFlorida Building Code 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS AccePlama No 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2 4 1+C3+1 3 2+104+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 MiamiDadePro ua tro 63.000 1+C3+1 4 1+G3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 418 3/4"MAX. 74.000 x 38.375 2+C2+ 3 2+CZ+ 2 + -3- 3 2+C2+2 2 2+C23Z 3 1 12"TYP. 3"MIN. tr1 11/ 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 9"REF. `��pNV LYNN 50.625 2+103+2 4 2+102+2 3 2+103+2 4 2+103+2 4 2+102+2 3 2+103+2 4 X g �� ''.ICENsF'•�FP �':. . 54.000 2+103+2 4 2+103+2 3 2+104+2 4 2+103+2 4 2+103+2 3 2+104+2 4 =*' No.58705 60.000 2+103+2 4 1+103+1 3 2+104+2 4 2+C3+2 5 2+C3+2 3 2+104+2 4 MTG.RAIL _ 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 a 2+C4+z 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS =_ �' .*/ JJ. 10117111 A Ear NOCHANQE THIS SHEET °1e"°` ��Q STA7'EOF�, G(�� _ ,w0 TECHNOLOGY ORWE ANCHORAGE SPACING,OXANDXOW/NDOWS %��.'•.•F<pRlpP.' F.K. 4/1fiA77 C CHQEABLE Oti;BSELEOTVALUESOUETOANCHORCAP.ADJ NOPOMa0X16zeIS,FL 75 _ ALUM.HORIZONTAL ROLLER WINDOW,IMPACT AL11 m"n ay:o.r: a,.aw OW.• NOKOMI6,FL 30274 V1slbly Better b°�' �' anwt e'""�rM°' �"� A LYNN I�ILLP.E. F.K. ?/28Po8 J.J. 3/23708 HR710 NT$ 10 d 11 4127-10 E P.E.a 66706 I 1 3/4"MIN.E.D.TYP. NOTES: MIN.3.4 KSI I�r 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO CONCRETE*OMAAX.j NOTE 3 1 3/8" TAPCONS EMBEDED 1 3/8"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 1 3/4"MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 11x WOOD /C 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 33.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 14 THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAXWOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD HIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCREWOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE 1/4" RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. MAX 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM 1 3/8" 1/4"MAX.SHIM—�I Fes- 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I I (1.5 KSI CMU) OR PER NOTE 1 (3.4 1 3/4„KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, 00 NOTE 2 NOTE 1 EXTERIOR INTERIOR —�- MIN.E. (HEA &SILL DETAILS A B.C,Db5'&H) .. ..• TYP. •j4100,D%UCK,NATE 30 1x WOOD BUCK,NOTIE, � SEE NAILING • • INTERIOR •••• • • STA E DETAIL F (JAMB DETAILS E,F&I) ::***a* •:•••: TYPICAL-FLANGE FRAME JAMB SECTIONS EXTERIOR fL •• CONCRETE •••••• WOOD �7 •••090 • ANCHOR, •• •• DETAIL H (HEAD) • • • • ANCHOR, ••••• ••• ��E1 •••• NOTE • • NAILING • • • • • .131 DIA MIN.x 21/2"NAIL PRODUC97RBVISED :099 s • •• ••• AT CORNERS AND 5"O.C. 0: • 1/4" TYPICAL DETAILS G,H&I. llWiftiII ad h the Florida • . . . ••• 1/4" Acceptance No 14" ..... AX . • .. . . .. y s IHM S � .on atc lZO�6 1 O ti • •••• SEE-y �_� M emt ade Product Comro • • ----�� NAILING •••••• ••••• i ••. NOTE1 13/8"MIN. I 1 3/4"MIN. 1111IIIfi MIN.3.4 KSI E.D.TYP. x' o SEE NAILING ``��ONV LYNN CONCRETE 2x WOOD ' Vim"."lCENSF'- 4� DETAIL C BUCK DETAIL D NOTE 3 - DETAIL G(SILL) DETAIL 1(JAMB) *:. No.58705 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS = v J..L 1W17/11 E .CHANGE THIS SHEET Q STA EF �� 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS ��'•,F(ORIOP.•'G\? J.R. B/20/11 D NO CHANGE THIS SHEET' NoxoMls,FL 34275 F.K.7• 4115407 SCC ADOLF.FHAMEICHG-NOTE5TOFBC,"CU HD ENTEIDITIONT P.O.BOX 1529 —rc;— ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '!S`,1/1111Jill •1'+ wt": . esk NOKOMIS,FL 34274 Vki Better fs1' ° a'".q^'" a" F.K. 2/28/06 J.J. 3/23/06 HR710 HaH 11 a 11 4127-10 A.LYNN MILLER,P.E. E P.E.#58705