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WS-18-1517 Permit/VOMS-6-18-1517 �sN°"ES t, Miami Shores Village Permit Type:Windows/Shutters .. 10050 N.E.2nd Avenue NW Perill ' t' ' Work Classification:Door Replacement ''" Miami Shores,FL 33138-0000 Permit Status:APPROVED y� a� Phone: (305)795-2204 F[ORLDp' Issue Date:6112/2018 Expiration: 1210112018 Project Address Parcel Number Applicant 125 NW 100 Terrace 1131010220240 Miami Shores, FL Block: Lot: ALVARETTA PITTS Owner Information Address Phone Cell ALVARETTA PITTS 125 NW 100 TERR MIAMI SHORES FL 33150-1209 Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 OZZY'S GOLDEN CONSTRUCTION IN( (305)884-5078 .... ..... Total Sq Feet: 0 Type of Work:REPLACE 3 DOORS&14 WINDOWS Available Inr spections: No of Openings: 17 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building i Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Invoice# WS-6-18-67786 $4.05 06/12/2018 Credit Card $240.55 $50.00 DCA Fee $2.70 Education Surcharge $0.60 06/04/2018 Credit Card $50.00 $0.00 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $2.40 Total: l $290.55 t 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 a he foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin e,I authorize the above-named contractor to do the work stated. June 12, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Bulilding Department Copy June 12, 2018 1 Miami Shores Village _RT-F :t�rF�D Building Department JUN 7 20 8 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY; Y Tel: (305)795-2204 Fax: (305)756-8972 V� v\ INSPECTION LINE PHONE NUMBER: (305)762-4949 FBC 2011 v BUILDING Master Permit No. WS Isn PERMIT APPLICATION Sub Permit No. Z BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 125 NW 100 Terrance City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3101-022-0240 Is the Building Historically Designated:Yes not sure NO Occupancy Type: Residential Load: Construction Type: Flood Zone: Yes BFE: FFE: OWNER: Name(Fee simple Titleholder):Alverretta Pitts (Alveretta spelled on record) Phone#:305-308-9803 Address.2000 Merchants Row Blvd #411 City: Tallahassee State: Florida Zip: 32311 Tenant/Lessee Name: N/A (house is not currently occupied) Phone#: Email: rettpeace@yahoo.com CONTRACTOR:Company Name: (��z`t5 C-;to%W (y)45),6yC:b 01) '��' Phone#: 305 96% . t�� I Address: 109- City: +A,i ea-es.�nqq State: L Zip: 30)0 5 Qualifier Name: © Vq\a0 (!"'Pm n Phone#: JAS•q(Q� ,(Q��2 State Certification or Registration#: C Q C 15114205' Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$k 46007 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: E)cftsw, ,)ivv�Vu7S. d►'Sk -� a _% A, VJUVI e CQ n�Va&6tr Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7 oys after the building permit is issued. In the absence of such posted notice, the inspection will nal bR approved and a rei pect/on fee will be charged. Signature Signature OWNER or AGENT KONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Jr+� day of 120 1 $ by day day of tLA Cp 20 / by fir who is personally known to / ��4 �.Q.9d who is personally known to me or who has produced r L Drty� 0 C • as me or who has produced as ,Pay P°B� G AS E.WRIGHT RIHT identification and who did take 'o * MYCOM DOUGLAS COMMISSION RI GHT identification and who did take an oath. NOTARY PUBLIC: s EXPIRES:March 22,2019 NOTARY PUBLIC: �� 0 F�a�\� Bonded Thru Budget Notary Services i n. Sig -FTon Print: C, A �C1P-16 Prin REINA M BERNAL MY ommi Seal: Seal aw Expires 07/21/2021 APPROVED BY 7/ , Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r ( ,AC40® CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YWY) , `,�� 06/05/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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 Sarai Medina NAME: Emmanuel Insurance&Associates,Inc. PHONN Ext (305)693-0003 ac No)CN (305)691-4381 2370 E 8TH AVE E-MAIL ADDRESS: sarai@emmanuelinsurance.com I INSURERS AFFORDING COVERAGE NAIC# HIALEAH FL 33013-4236 INSURERA: International Insurance Company ` INSURED INSURER B: Wesco Insurance Company , 25011 OZZY'S GOLDEN CONSTRUCTION,IN INSURER C: OSVALDO GRAVERAN INSURERD: 1077 SE 9 CT I HIALEAH 33010 INSURER E: License Number CGC1514705 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD MM/DDIYYYY X COMMERCIAL GENERAL LIABILITY - EACH OCCURRENCE $ 1,000,000.00 CLAIMS-MADE DAMAGE To RENTED- OCCUR 50,000.00 PREMISES Ea occurrence, $ MED EXP(Any one person) $ 5,000.00 A IG011004250-01 10/02/2017 10/02/2018 PERSONALBADVINJURY $ 1,000,000.00 t GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 X POLICY PRO- JECT F—]LOC PRODUCTS-COMP/OP AGG $ 2.000,000.00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 300,000.00 )( ANY AUTO BODILY INJURY(Per person) $ B OWNED AUTOS ONLY x SCHEDULED WPP1253245 04 3/29/2018 3/29/2019 BODILY INJURY(Per accident) $ AUTOS HIRED NON-OWNED PROPERTY DAMAGE i $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ # EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ k- i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) General Contractor. Any Changes or alterations Done to this document after being issued shall constitute it null and void. s CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE )10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,Florida 33138 PH 305.795.2204,Fax:305.756.8972 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1 a 000" - ,• _ �• Ak ' l Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY I _ 6171284 - BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES OZZYS GOLDEN CONSTRUCTION INC RENEWAL SEPTEMBER 30, 2018 R -1077 SE 9 tT 6435671 Must be displayed at place of business HIALEAH FL 33010 Pursuant to County Coda Chapter SA-Art.9&10 t .• r J OWNERt, SEC.TYPE OF BUSINESS OZZYS GOLDEN CONSTRUCTION INC 196 GENERAL BUILDING CONTRACTOR `PAYMENT RECEWOO r CGC1514705 I BY TAX COLLECTOR'. Worker(s) i $45.00 07J04/2017 a , CREDITCARD-17-042405 This Local Business Tax Receipt only confirms pay."of Ili.'Local BusinessTa?.ThiReceipt is FA s license, W permit.or a eartification of the to de business.Holder sunt comply with any governmental r -.er rnvrgevammemal regulatory laws ark requtrsmems wWch apply to the business. The RECEIPT NO.above mwt be displayed on all cemnureid rsAiclaa-Mimi-Dade Cade Sac 8s 278. a' r I;"..irdormatick vidt. llii�di eyltexcollwor I L 1 t I l r � 1 I r C r r i I Ac's CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDMY1) . n6/07/2018 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 lies)must have ADDITIONAL INSURED provisions or 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: PHONE A/C,No,Ext): 800 277-1620 X 4800 FAX A/C,No: 727 797-0704 FrankCrum Insurance Agency,Inc. E-MAILADDRESS: 100 South Missouri Avenue INSURERS AFFORDING COVERAGE NAICM Clearwater,FL 33756 INSURER A: Frank Winston Crum Insurance Company 11600 INSURED INSURER B: Y INSURER C: FrankCrum L/C/F Ozzy's Golden Construction,Inc. INSURER D: 100 South Missouri Avenue INSURER E: Clearwater FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER: 486807 REVISION NUMBER: 1 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. _ INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSRD WVD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Anyone person) $ PERSONAL B ADV INJURY $ PLAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY =PROJECT =LOC PRODUCTS-COMP/OP AGG $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO OWNED AUTOS SCHEDULED BODILY INJURY Perperson) $ ONLY AUTOS BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED PROPERTY DAMAGE $ ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE _ $ DED RETENTION$ ' $ WORKERS COMPENSATION AND WC201800000 01/01/2018 01/01/'2019 X PER STATUTE 0TH- A EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETOR/PARTNER/EXECUTIVE ' OFFICERIMEMBER EXCLUDED? = N/A E.L.EACH ACCIDENT $1,000,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $1,000,000 DESCRIPTION OF OPERATIONS below r E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Effective 09/28/2015,coverage is for 100%of the employees of FrankCrum leased to Ozzy's Golden Construction, Inc. (Client)for whom the client is reporting hours to FrankCrum.Coverage is not extended to statutory employees. (G.C.Osvaldo Graveran license#CGC 1514705). i CERTIFICATE HOLDER CANCELLATION 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. } Miami Shores Village Building Department AUTHORIZED REPIl3gSENTATIVE - 10050 NE 2nd Avenue I Miami Shores,FL 33138 I ©1988-2016 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD I Miami Shores Village, < UN 04 81� Building Department BY. 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 .J BUILDING Master Permit No. PERMIT APPLICATION Sub Permit Nows (Q` G '--� OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION QRENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 125 NW 100 Terrace City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1131010220240 Is the Building Historically Designated:Yes NO XX ` Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Alvaretta Pitts Phone#: Address: 125 NW 100 Terrace City. Miami Shores- State: FL Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Poinciana Development Group Inc Phone#: 305-469-5806 Address: 1600 NW 3 Av Bldg D #51 City: Miami State: FL Zip: 33136 Linda Forrest Qualifier Name: Phone#: State Certification or Registration#: CGC049650 Certificate of,Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$0 Square/Linear Footage of Work: 1 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Complete Final Inspection �a UPOlc IG- QX 3�O�Q.S r Vy i I��'DdW S Specify color of color thru tile: Submittal Fee$ Permit Fee$ 2�O ' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 2' DBPR$ t4. OS Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ` I TOTAL FEE NOW DUE$ 2`1, O (Revised02/24/2014) Bonding Company's Name(if applicable) . Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will nqA be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 10 day of May ,20 18d by 10 day of May 20 18 by Alvaretta Pitts who is personally known to Linda Forrest ,who is personally known to me or who has produced as me or who h produced as identificatio and who did take an oath. identificat' nd who did take an oath. NOTARY P IC: NOTAR IC: -'rd*; MYROIES PLUMMER Sign: Sign • ,�., � r N a r.,G 1 n 1115 Print: I�d`T' S 'F'If(iRl R Print: 6.1 EXPIRES -XR 'SSION u'GG1b1115 �i Seal: i AIDS Maj111'6.20 1 Seal: ., . APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) { Property Search Application - Miami-Dade County Page 1 of 1 THE PROPtOORTY APPRAISER0"OF'"ICErm .. Summary Report Generated On :6/4/ Property Information Folio: 11-3101-022-0240 Property Address: 125 NW 100 TER Miami Shores, FL�33150-1209 -- Owner ALVERETTA PITTS fti• Mailing Address 125 NW 100 TERR MIAMI SHORES, FL 33150-1209 7 r PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 2/1 /0 Floors I Living Units 1 . Actual Area 1,415 Sq.FtPH Living Area 1,415 Sq.Ft `- Adjusted Area 1,338 Sq.Ft Taxable'Value Information Lot Size 8,100 Sq.Ft 2018 i 2017 2 Year Built 1941 County Assessment Information Exemption Value $0 $0 Year 2018 2017 2016 Taxable Value $277,250 $252,046 $229. Land Value $178,398 $178,398 $178,398 School Board Building Value $100,350 $93,125 $93,125 Exemption Value $0 $0 XF Value $7,604 $7,689 $7,773 Taxable Value $286,352 $279,212 $279. Market Value, $286,352 $279,2121 $279,296 City Assessed Value $277,250 $252,046 $229,133 Exemption Value $0 $0 Taxable Value $277,250 $252,046 $229. Benefits Information Regional Benefit Type 2018 2017 2016 Exemption Value $0 $0 Non-Homestead Assessment Taxable Value $277,250 $252,046 $229. Cap Reduction $9,102 $27,166 $50,163 Note: Not all benefits are applicable to all Taxable Values(i.e.County, Sales Information School Board,City, Regional). Previous Sale Price OR Book-Page Qualification Descriptic Short Legal Description 09/01/2002 $200,000 20697-0800 Sales which are qualified GOLD CREST PB 21-56 12/01/1996 $96,000 17479-1431 Sales which are qualified LOT 10 05/01/1995 $80,000 16787-4171 Sales which are qualified a E1/2 OF LOT 11 BLK 3 LOT SIZE 75.000 X 108 OR 20697-0800 09 2002 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 Appra and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ I 6/4/2018 Proof of Coverage Page 1 of 1 I JIMMY PATRONIS FLORIDA'S WIC Mobile App WC Homo Search Our Dato CPO Home Employer DetailTage This database was last updated Monday,June 04,2018 12:09 AM. Carrier Location Information Return to Search Page Employer Information Employer Name Employer Type NAILS Code (POINCIANA DEVELOPMENT GROUP INC IN/A 1236118 1 Coverage History Governing Class Effective Detailed Coverage Carrier Office Policy Number Up Code* Date Information Up 05645 Jun 1 2017 Detailed Coverage SUNZ INSURANCE COMPANY WCPE000000O113 NO Information 05645 Sep 17 2016 Detailed Coverage SUNZ INSURANCE COMPANY WCPE000000O112 NO Information 05551 Feb 15 2015 Detailed Coverage LION INSURANCE COMPANY WC71949 NO Information 06504 Apr 15 2011 Detailed Coverage GUARANTEE INSURANCE CO GPE0286000001111 NO Information 05606 Apr 23 2010 Detailed Coverage AMERICAN BUILDERS WCV0084161 NO Information INSURANCE COMPANY 05606 Jan 27 2010 Detailed Coverage AMERICAN BUILDERS WCV0017038 NO Information INSURANCE COMPANY 09083 Mar 312009 Detailed Coverage WAUSAU UNDERWRITERS WCJZ91448880019 NO Information INSURANCE CO 05606 Jan 27 2009 Detailed Coverage AMERICAN BUILDERS WCV0017038 NO Information INSURANCE COMPANY 09083 Mar 31 2008 Detailed Coverage WAUSAU UNDERWRITERS t/yCJZ91448880018 NO Information INSURANCE CO *Represents the Governing Class Code associated with the Named Insured on the policy, as reported by the Insurance Carrier,and is not validated as correct. Exemption Listings Exemption Bolder Name-Click on the name(s),below to view more detailed information LINDA M FORREST Owner Election Listings [No Owner Election of Coverage Listings Employer Name History Employer Name Name Type Change Date 1POINCIANA DEVELOPMENT GROUP INC I Legal 1Apr 24 2008 Return to Search Page I �I I ' https:Happs8.fldfs.com/proofofcoverage/EmployerDetail.aspx?EmpID=EO0996074 6/4/2018 Proof of Coverage Page 1 of 1 l 0 JIMMY I .- . NIS PATR�` EF FINANCIAL OFFICER WC Mobile App 41'C`Home Search Onr Data CFO Home Locations Detail Page N This database was last updated Monday,.lune 04,2018 12:09 ANt. Return to Employer Detail Page POINCIANA DEVELOPMENT GROUP INC Policy Number:WCPE04f} 000113 i _... . _ _ ...._.. ........ Effective Cancellation I Total Date Effective at Street Address E City State i Zip Number of 12:01 A.M. Employees i Jun 1 2017 Current 1600 NW 3RD AVE MIAMI FL 33136- 1 1810 `Represents the total number of employees as reported by the insurance carrier —Carriers were not required to report the total number of employees for policies issued prior to October 1,2009 Return to Search Page r l i t k I i https:Happs8.fldfs.com/proofofcoverage/LocationsDetail.aspx?PolicyID=WCPE000000011... 6/4/2018 f Proof of Coverage Page 1 of 1 I JIMMY PATRONIS FLORIDAS CHIEF FINANCIAL OFFICER WC Mobile App W(!llostx• Search 01ir Data CFO Ftotne Exemption Detail Page 'Chis database was last updated Monday,.lune 04,2018 12:09 AM. Retorevious Page I Exemption Details Name Title Effective Date 'Termination Date lExemption Type 1`Business Activities Employer Name Click Here to View FORREST i LINDA M FR Sep 2 1999 Sep 1 2001 Construction Activities Listed on CONSTRUCTION FORREST MANAGEMENT Exemption INC _ Click Here to View FORREST LINDA M FR Oct 24 1992 Oct 24 1994 Construction Activities Listed on CONSTRUCTION FORREST MANAGEMENT Exemption INC d LINDA M Click Here to View METROPOLITAN FORREST PR Sep 14 1993 Sep 14 1995 I Construction Activities Listed on CONSTRUCTION Exemption _INC LINDA M�._,r._ — +--I"�'�' Click Hereto Viewer-.3 POINCIANA V �FORREST__ PR"`�Se`p24'2016 ,..Sep 24 2018�- --Construction• .. Activities Listed on DEVELOPMENT I Exemption - -'GROUP INC LINDA M I Click Here to View POINCIANA FORREST PR Sep 25 2014 Sep 24 2016 1 Construction Activities Listed on DEVELOPMENT. Exemption GROUP INC ' LINDA M Click Here to View POINCIANA t. FORREST PR Sep 25 2012 Sep 25 2014 Construction Activities Listed on DEVELOPMENT, i Exemption .._..._..............____..._._..._.._. ption GROUP INC ......._._...._..._.._.._.__......................................................................................t............._.............._....._......._..................._...--_.._.............._. Click Here to View POINCIANA 't LINDA M FR Oct 21 2010 Sep 25 2012 I Construction Activities Listed on DEVELOPMENT FORREST 4Exemption GROUP INC ..................................._-................................—'..........................----........._..........---.......I__................__........_...............-................................................._.............._.................._......_------ -----._......__. LINDA M Click Here to View POINCIANA 4 FORREST PR Jun 5 2005 Jun 5 2007 I Construction Activities Listed on DEVELOPMENT 1 Exemption GROUP INC LINDA M Click Here to View POINCIANA FORREST PR Jan 21 2004 Oct 7 2004 Construction Activities Listed on DEVELOPMENT Exemption GROUP INC LINDA M t Click Here to View POINCIANA FORREST PR Oct 8 2002 Dec 31 2003 Construction Activities Listed on DEVELOPMENT Exemption GROUP INC POINCIANA LINDA M Click Here to View DEVELOPMENT FORREST PR Jul 202007 Jul 192009 Construction Activities Listed on GROUP INC Exemption (MIAMI PAC WRAP UP) 'Termination may be through the revocation of the exemption,or expiration of the exemption. '"The exemption only applies to the business activities listed on the exemption. € Return to Search Page i https:Happs8.fldfs.com/proofofcoverage/ExemptionDetail.aspx?pr_person_id=008537750 a 6/4/2018 E r Maharai Gonzalez From: Retta <rettpeace@yahoo.com> Sent: Thursday, lune 07, 2018 6:38 AM To: Maharaj Gonzalez Subject: Re: Miami Shores Village Attachments: 5011003022_1806061659000.pdf 3 ' Good morning Maharai! ' Attached is a copy of the notarized authorization letter that I emailed to Ozzy Golden Construction, Inc, the company that I contracted to reinstall my windows and doors to code. A representative of Ozzy Golden Construction should be submitting a permit application sometime today. Thank you for your help and support, Alverretta Pitts { Attachment at the very bottoms of this email Sent from Yahoo Mail for Whone On Tuesday, June 5, 2018, 4:1.5 1'M, MEiharai Gonzalez <c;onzaleziii(�a msvfl.„ov> wrote: Good afternoon, ti x Please find attached scanned permit application for WS-6-18-1517. E i r. Do not hesitate to contact us if you have any other questions. J P Best Regards! f RE'S r 11, ORI r 1 F � 1 Date: June 6, 2018 To: Ozzy Golden Construction, Inc From: Alverretta Pitts Subject: Authorization to open permit with Miami Shores Village Please present this letter to Miami Shores Village along with permit application. I, Alverretta Pitts, authorize the representative of Ozzy Golden Construction, Inc to open a permit to re- install 9 windows and 3 doors to code at my home located at'125 NW 100 Ter, Miami Shores. Ozzy Golden Construction will submit a permit application that is signed by me,Alverretta Pitts owner of 125 NW 100 Ter. Miami Shores,and is notarized. Ozzy Golden Construction, Inc is authorized to receive the copy of window and door plans that I ordered at the Miami Shores Village office on May 18, 2018. Unauthorized permit application WS-6-18-1517 is to be voided. I can be contacted at(305)308-9803 if there are any questions. F Thank'you, n ' V Alverretta Pitts / �r-�� J � �`•` � ��G'� �� (^+'U/�i L, t + � o Dt1UGLrtS E.WRIGHT ff EXPIRES:March 22,2019 i. "'EF F'2�? tl �2�I rJ.."6gE!hGLN JrNI;a k. i ✓ k Maharai Gonzalez From: Retta <rettpeace@yahoo.com> ` Sent: Tuesday, June 05, 2018 8:16 PM To: Maharai Gonzalez Cc: Sindia Alvarez;Arlenis Silvera;Yanady Prieto; Kenneth Herzbrun I Subject: Re: Miami Shores Village Thank you Maharai! The attached permit is not signed by me and is not authorized by me. I did not sign this permit document, WS-6-18-1517, in the presence of the listed notary. The permit is invalid and I'm requesting that this not remain as an open permit against my property. The company that I have authorized to open a permit with my valid notarized signature is Ozzy Golden Construction, Inc. This company will visit your office on Thursday to open an authorized permit to re-install the 9 windows and 3 doors to code. My Realitor, Ken Herzbrun, is authorized to any building or code information regarding my property at 125 NW 100 Terr. ,Thank you Alverretta Pitts Sent from Yahoo Mail for Whone On Tuesday, June 5, NIS, 4:15 PM. Maharai Gonzalez <gonzalczm(r. nisvfl.gov> wrote: Good afternoon, l Please find attached scanned permit application for WS-6-18-1517. , Do not hesitate to contact us if you have any other questions. E Best Regards! i l 1 1 uuu5yi Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY t � 2443075 LB BUSINESS NAME/LOCATION •' RECEIPT NO. EXPIRES I POINCIANA DEVELOPMENT GROUP INC RENEWAL- SEPTEMBERS 2018 1600 NW 3 AVE BLDG D 2879246 Must be displayed at place of business MIAMI FL 33136 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC..TYPE OF BUSINESS 1 POI NCIANA.DEVELOPMENT GROUP INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED C/O LINDA FORREST CGC049650 BY TAX COLLECTOR Worker(s) 2 $45.00 09/25/2017 CREDITCARD-17-061915 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Ba-276. For more information,visit www.miamidade.govAaxcollector J i k t i k • i k J I f 1 MIAM1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strec:: DEPARTMENT OF REGULATORY AND EC U ) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION D I I IT(786)315-2590 F(786)315-2599 0 NOTICE OF ACCEPTANCE www.mianiidade.eov/economy j Labrador&Fundora Corp dba V&V Window's' 2355 W 4"Avenue Hialeah,FL 33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction matr4Ws.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product•Contror rbaction to ba.... used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(GHJ). •••• •• This NOA shall not be valid after the expiration date stated below. The Miami-Dade CountyPwftct Corittol Section(in:• Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the Tlg'ht•to have this produ:t pg,, material tested for quality assurance purposes. If this product or material fails to perform in•ttie acceiled ixanner;the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,Aift, or suspend the use it'• such product or material within their jurisdiction. RER reserves the right to revoke this acgA04i1Ce, if iris ftjrmine*d,h•• Miami-Dade County Product Control Section that this product or material fails to meet the qwsaments of the applicably' building code. 0 0 0 0 ...... This product is approved as described herein,and has been designed to comply with the Flgida�%ildin�M e, incluf�iA• .. .... the High Velocity Hurricane Zone. • DESCRIPTION: Series 900" Outswing Glazed Aluminum Door w/wo Sidelite or door w/wo Transom-LMI APPROVAL DOCUMENT: Drawing No. W10-08 Rev F, titled "Series Aluminum Out-Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,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 Limitations: 1. See Design Pressure(DP)ratings in sheets 3,4 & 5 for unit sizes Vs glass type.Lower Design Pressure from doors or mullion shall control when doors are mulled(w/wo Reinforcements). 2. Door w/transom is limited to max.25-1/2"h Transom. 3. The maximum positive exterior DP shall be+66.30 PSF,where water infiltration requirement is needed. 4. Glass lite wider than 36"shall be supported with approved setting blocks or clamps per FBC requirements. 5. The frame are of alternate size must not exceed 960113.02 W,nor panel tested area and max.Panel height. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",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 .r vertisirrg-rn�ny-other-purposes-shall-antomatrcally-terminate-thi�ure to ea 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 &revises#12-0113.02 consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.15-0310.05 MiAMNDADEcouKnr Expiration Date: September 01,2020 Approval Date: September 10,2015 a,�115 Page 1 Labrador&Fundora Corn dba V& V Windows _ NOTWE OF ACCEPTANCE: EVII)kN4 E S AMITTED t A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No. W10-08 Rev F,titled"Series Aluminum Out—Swing Entrance Door(L.M.I.)",sheets 1 through 12 of 12,dated 02/24/10 and last revised on SEP 03,2015,prepared by At-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B.' TESTS (Submitted under files#12-0113.021#10-0406.04) •• 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 0000.. 2)Uniform Static Air Pressure Test,Loading per NE!Ti'1S 2Q2-9.4 • 3)Water Resistance Test,per FBC,TAS 202-94(+50*a MF,silPS-I anly) "•••• 4)Large Missile Impact Test per FBC, TAS 201-904 0:• :•••• 0000 .. 5) Cyclic Wind Pressure Loading per FBC,TAS 21)3,940 0000. 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 2024; •• 0 0:0.0 along with marked—up drawings and installation diagram of an Alumindfn btttswing'FreMh 0000:0 doors w/wo sidelite and door w/Transom& sidelites,prepared by Am;Ac*Mil'rest Lab•of South• 0 Florida, Inc.,Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed,and se:ded i1y • William R. Mehner, P. E., Henry Hattem,P. E. and Edmundo J.Largaespada,P. E.• C. CALCULATIONS 4. Anchor verification calculations and structural analysis,complying with FBC-2014(5'h Edition),prepared by Al Farooq Corporation, dated 02/18/15 and last revised on AUG 13, 2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies W ASTME-1300-02, 04 and-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. Dupont)for their"Butacite®PVB Glass Interlayer", expiring on 12/11/16 F. STATEMENTS . 1. Statement letter of conformance to FBC 2014(5'h Edition) and letter of no financial interest,prepared by Al Farooq Corporation, dated 02/11/15, signed and sealed by Javad Ahmad,P.E. V ' 2. Lab compliance and addendum letters,as part of the above referenced test reports. t 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega.(Submitted under previous NOA No. 10-0406.04) 4. Florida Department Of State, Div of Corporation,,active listing of Labrador & Foundora Corporation, dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. G. OTHER 1. This NOA revises & renews# 12-0113.02, expired on 09/01/15. } 2. Test proposals#07-3564 &test proposal dated 10/20/08 app oved by BC O. ' " Ishaq I.Chanda;P.E. Product Control Examiner NOA No 15-0310.05 Expiration Date: September 01,2020 Approval Date: September 10,2015 E- 1 a 0 EM4 Z 3 • J Q a 0 O O U O W �y 4OIi WW0 LL OG a c � o 0"18 PRODUCf REVISED 0.3 n- weew,MrMR wilh rhe{7orYe � �� n rediep Con. y Arrepacce No Is'03/0•o>' Z er 1944wiee I1eh G ?a7n O, _ . MwaJ D1W Ca•1p c---_� � o J • THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. o SHUTTERS ARE NOT REQUIRED. o ZUQ ALUMINUM OUTSIYING ENTRANCE DOOR W " SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEET 2. z c?u c< SINGLE (O/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. c _�'Gi o.r SINGLE (0) SIDELITE SEE SHEET 4. S 4 a n SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. i LOWER VALUES FROM DOOR CAPACITY CAHRT, SIDELITE CAPACITY CHART OR 2. SIDELITE MULLION CAPACITY CHART WILL APPLY TO ENTIRE SYSTEM. v" C }MOF t/a'HEAT srREN'O cuss 3/16" HEAT STREN'D CLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION .090' Interlayer .090'Interlayer RESISTANCE IS REQUIRED.- C`g_ Butacite PVB Butocite PVB By 'Kuraroy Americo, Inc.' By 'Kuroroy America, Inc.' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 1/8" HEAT STREWO GLASS -3/16"HEAT STREN'D GLASS HURRICANE ZONE (HVHZ). C i SILICONE SILICONE 1BY OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY n$ DOW 995 OOW 995 TO TRANSFER LOADS TO THE STRUCTURE. o o Q a g IP ECORA 895 PECORA 895 = ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS t m EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. s 00 a a. a •m a ut AT 1/4 POINTS ON UTES d? T o 18 IOFB-3HA""NLY AN WORING--OIC•LAADINGLONDMONS-NOT�HOWN-IN-TUES€ ETNLS--A m 20 \ m 20 11 \ m ce \ NOT PART OF THIS APPROVAL. _ A LOAO•QiJRA41"INQREASE IS 4)SED JN WSIGN•Cj ANCHORS INTO WOOD ONLY. ie c w 25 i 25 1I I ALL;RIMS TO BFB HId%I jPA(:, I)N:AEI:LLI:AND NON-COMPRESSIBLE. ° o MATERAL INCLEOMG•BUI•NOV LIMITES"STEEtb/METAL SCREWS.THAT COMF IN_T CQliTtT�lI LP OTRER b1SAMILJtR MATERIALS SHALL MEET THE REOl�2EMEN7iSS OOPP THE T&RIDA•BUILIIING CODS s "i JAVAp NADoCIVILp6s• '•^'• • 1:- Engr: 92 CLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAIL • • • • • • � B 5/16"OVERALL LAM. GLASS 7/16'OVERALL LAM.GLASS AT SIDELITE/TRANSOM •• • • • • • • • , v y •• • ••• V S 15 drawing no. GLAZING OPTIONS W10 8 sheet;1 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 5/8'MAX. 76" MAX. mo =_ FRAME WIDTH FRAME WIDTH �_•�o 12' 12" Z j - s' MAx. I A HEAD 5"MAX. HEAD. a HEAD/SILL I SILL HEAD/SILL SILL H al CORNERS I CORNERS IL U J I I I I I HEAD& SILL ANCHORS d AT STILE ENDS H (4)AT 3"O.C. FLUS II / I II / I I 9elT m o _ O.a r. Sia n LOCK OPTIONS\ Jp . w 220° cOxy a /Uy' II ox o IIyy yy I 01 OR 02 a (OPDON �1 SHO LI x9i � m JQ Zw F SEE S)]�ET 10 N �� w M y w d 'till' i r1 LOCK OPTIONS 1 I� \ II OR /2 n ( (OPDON #1 SHOWN) SEE SHEET 10 J USHa U\ 0 _ % a a a ACTIVE I ACTIVE INACTIVE 4�ro I PRODUC f REVISED > SURFACE APPLIED LB g SURFACE APPLIED •ilFALSE MUNTINS OR S FALSE MUNTINS OR -io b.+kN.j Cods 3uDECORATIVEGRILL •MAX, cg DECORATIVE GRILL 263/t MAX. 26 3/4"MAX. Asespt+wee No 0 s 0,,, N u�- MAY BE USED MAY BE USED ED.I. !I It 4J y M p D.L. OPG. D.L. 36 3/4" MAX. 36 3/4" MAX. _ d• lel' =^'-i O LEAF WIDTH LEAF WIDTH MbAJ R04 CerlNl 36 5/B" 73" MAX. DOOR OPNG. W. DOOR OPNG.WIDTH (X) _ f (XX) `' a e DOORS LOAD CAPACITY - PSI' DOORS LOAD CAPACITY - PSF NOTE: �s g vc C� ES IN GLASSTYPE GLASS TYPE GLASS TYPE GLASS TYPE BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR DIMS. 'A' 'B' DOOR DIMS. 'A' 'R' •• •• • • •AND•FLGRIDA•WUILDING COMMISSION •' h FRAME LEAF FRAME LEAFHEIGHT - FRAME LEAF FRAME LEAFHEIGHT • • • • • DECb4RhTORK STATEMENT DCA05-DEC-219 0 WIDTH WIDTH HEIGHT HEIGHT EXT.(+) INT.(-) 'EXT.(+) INT.(-) WIDTH WIDTH HEIGHT HEIGHT EXT.(+) INT.(-) EXT.(+) �1T.(-) • •• • • • • • 37-5/8• 34-3/4• _3/8 70.0 80.0 70.0 80.0 72" 34-3/4" 70.0 80.0 70.0 80� • • • • • • • • � 39-5/8" 36-3/4" 66.3 75.8 66.3 75.8 76' 36-3/4" 66.3 75.8 66.3 h.8 .i • En9r:JAVAD AHMAD CML. • _*60 _• ••I•A PE 92 GLASS DL . OA7(f . DIMS. • • • - • • •C N.3♦F74 • • • 2 I' D.L.O. HEIGHT = FRAME HEIGHT - 12" ,• • • • • • • • • ,,,o V D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12,875' •• • • • • 2 •• • • D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.50")/2 • • •• ••• ••• •• • • drawing no. 0 3 1.01 W10-08 •• sheat 2 of12 • •• •• • • • •• •• ••• • • • ••• • • r •. 39 5/8" MAX. 76'MAX. 3 FRAME WIDTH FRAME WIDTH �41lu of 35" 71 5/16" MAX. D.L. OPG. 12" O.L. OPG. 12" Q m:', 5"MAX. n�ALDALUM REINF. 12 5"MAX. FAH pALUM REINF. t2 F aHEAD/SILL' F HEAD/SILL F SILL f M CORNERS CORNERS (3)ANCHORS It. (p O !Q+'��V 4L' (2)ANCHORS i AT TRANSOM ENDS 0 a AT TRANSOM ENDS 0a N N 0 -1/2'D.C. Q(�t 0 DOUBLE DOORS AT 4 OG /SINGLE DOORS 7 WV.. C, Z a / I \ FLUSH J(7 M°'� ➢ LT oQ b ry1E K' GLASS D.L.O. DIMS. (TRANSOM) HEIGHT = TRANSOM HEIGHT - 4.625" w= /�� E \\ D.L.O. WIDTH = FRAME WIDTH - 4.6875" 1 0 II LOCK OPTIONS J_ It N J==-II 11 OR N2 o $ r(OPTION /2 SH ) o 3 v 02. it a it SEE SHEET 10 m o� /1tlY o m i 0 Lw �d r3 n aJ 1 n w aJ /t} n �4 $ d \---T�---- LOCK OPTIONS \ (OPTION#2 SHOWN) \Itj SEE SHEET 10 FLUSH u BOLT PRODUCFREVI3E) \ \ M towPlYlnt wilh IAe FM a J V N x i�IJing Coda ACTIVE ACTIVE INACTIVE Aa'llt. Ra�YA1a, r � 1 ` SURFACE APP ED B mz SURFACE APPLIED B FALSE MUNTINS OR o sd z /�Ur,9ol DAM Prw.1 CW Y FALSE.MUNTINS OR C a DECORATIVE GRILL 26 3/4` MAX. �O U DECORATIVE GRILL 26 3/4" MAX. 26 3/4"MAX. iO'v �; MAY BE USED MAY BE USED - 6 D.L. OPG. D.L. OPG. `o U 36 3/4"MAX. 36 3/4"MAX. SILL ANCHORS LEAF WIDTH - LEAF WIDTH AT STILE ENDS NOTE: v 22 O.C. rI ASS CARACITJES ON THIS SHEET ARF- 365/8 365/8 73'MAX. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOOR OPNG. W, DOOR OPNG. WIDTH •• ••• • • •AND•FL IDA• ILDING COMMISSION h„h �p -- • • • • • C1fC1�1R OF;Y ATEMENT DCA05—DEC-219 0 (0/X) (p/XX) • • •• • • • • • 2 ;g • •• • • • • ••• • ` opo 00 DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF SINGLE DOORS WITH TRANSOMX0 c •� ( / ) DOUBLE DOORS WITfI TRANSOM (0/XX) i Engr<JAVAD AHMAO � - - --GLASS TYPB GLASS TYPE - — - � GLASS TYPE GLASS-TYPE - _ CIVIL DOOR DIMS. 'A' 'B" DOOR DIMS. 'A' • •D•• • ••F*A.PE A3 70692 FRAME LEAF FRAME LEAF FRAME LEAF FRAME LFAF • • • • • I �. EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) •E%T=+) •INT.(-1 • • • • • 8, at WIDTH WIDTH HEIGHT HEIGHT WIDTH WIDTH HEIGHT HEIGHT' • • f • • '•• • • ! a` u 37-5/8' 34-3/4" 70.0 80.0 70.0 80.0 72" 34-3/4' 70.0 80.0 7S0 •X0.0 • • • • C�� 39-5/8' 36-3/4" 120" 93-3/8' 66.3 75.8 66.3 75.8 76" 36-3/4" 120` 93-3/8' 66.3 75.8 66.3 75.8 0• 13 zoi, drpx'�1"y no. Lw 10 aheel_,3 012 • • • • • • • • • • ••• • • • ••• • • 36" MAX. 2 _ SIDELITE FRAME WIDTH 6 ,`n 0 •t •� I 0 31 3/8"MAX. Z j 0.1- OPG. 0F � 12" (•W I IL n a 5"MAX. MAX. IL HEAD/SILL I HEAD 6 0 CORNERS I 6L+ OU '. 4 ii 0 <L9 $ I I D II O'�mrc u Q�t�gk' � x 0 ii a n o u � n u I'I J i{r n v 3 I II w n II U II c' II U 2 O 0 u vv>o� yMmm o�3tR ~ z I N u SURFACE APPLIED ;,Ulf,DECORATIVE S OR $ 1?N=f, DECORATNE GRILL MAY BE USED > ' PRODUCFREVISED >t<omplyl•p wHM Ibe FloHia p�uHag Cob FIXED LITE.(0)LOAD CAPACITY- PEP Areeylaut NoS-_/j�p_0 ��j!�� GLASS TYPES F..pk d-0.le ate.1 L>71 �:I I I FIXED LITE DIMS. A' g 8' • FRAMEFRAME A�►nlf •e1l..CgY�aI ;yl:'I WIDTH INT.(-) HEIGHT' 24' 70.0 80.0 v o'I�L L 28' 90" 70.0 80.0 _ 32' 70.0 80.0 36" 70.0 80.0 • • • • 24' 70.0 75.6 ••' • •• H6 •• ••• •• 6 SS'CAP-ACI-PIES ON THIS SHEET ARE 0.0j!l AD � ASTTX100-09 (328' SEC. GUSTS) S) �H o 32" 674 AMD FloORWA"ILDING COMMISSION 36" 1 64.1 DECLARATORY STATEMENT DCA05-DEC-219 sio En9r.JAVAD AHMAD CML 3s _ — - • •• • ••fIlk PE 76692 d0 • • • • • .6C.A.N.�we• • • c GLASS D.LO. DIMS. (SIDELITE1 • • • •• • S t D.L.O. HEIGHT SIDELITE HEIGHT - 4.625" •• • ••• • drawing D.L.O. WIDTH = SIDELITE WIDTH - 4.625" S 3 2015 SIDELITE FRAME WIDTH W10-08 . • sheat 4 of 12 • • • • • • • • • • • •• •• • • • •• •• SIDEUTE MULLION CAPACITY - PSF 144" 4 "_ SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS WITHOUT TRANSOM OVERALL FRAME WIDTH TI.� S DELRE LEAF FRAME SIDEUTE SIDEUTE CLUSTER OF 31 3/8" g WIDTH WIDTH HEIGHT W/O REINF. N/ALUM RRINF. 12^ 12" Z, / INCHES INCHES INCHES EXT,(+) INT.(-) EXT.(+) INT.(-) �Af)HA EAD/SRL MAX D.L.OPG. Q F 24 70.0 80.0 70.0 80.0 3 SILL F W al 26 70.0 80.0 70.0 80.0 17P. Q 2 0 32 36-3/4 80 70.0 80.0 70.0 80.0 U 36 70.0 80.0 70.0 80.0 a 40 1 1 63.0 72.0 63.0 72.0 I ai 28 700 80.0 70.0 80.0 H it ii / I \\ FLUSH 0 W 32 36-3/4 84 70.0 80.0 70.0 80.0 I I I / I d p�o K> 8 OLT 0(La� N 36 70.0 80.0 70.0 80.0 ___JLJ 0 40 63.0 72.0 63.0 72.0 24 70.0 80.0 70.0 60.0 u L u \ w N,•. 28 70.0 80.0 70.0 80.0 LOCK OPTION? 36-3/4 90 p O #1 OR #2 32 70.0 80.0 70.0 80.0 1 ,/__ (OPTION N2 SHO ) 36 70.0 80.0 70.0 80.0 (j a tj�� SEE SHEET 10 24 70.0 75.8 70.0 80.0 _ a0 ll II 28 36-3/4 96 70.0 71.2 70.0 80.0 o �Yv ,0 if1 32 67.4 67.4 70.0 80.0 ,f{Iy _m o(�r,/,� 36 64.1 1 64.1 1 70.0 1 80.0 n / n v Ei ALUMINUM / FLUSH 12 STIFFENER N II \ BOLT z u m II - ACT INACTIVE S I.,•�m II 1 0 •}•= m C1 w murk >3trt SURFACE APPLIED B FALSE MUNTINS OR DECORATIVE GRILL 31 3/8"MAX. 26 3/4" MAX. NOMINAL SIDEUTE WIDTH LEAF WIDTH MAY BE USED D.L. OPG, D.L. OPG. NOMINAL ALUM REINF. DOOR OPNG. WIDTH SIDELITE WIDTH 36 3/4"MAX. USE AS PER CHART 36-6/B"MAX. SINGLE (X)DOOR> z 1 1/2" 73"MAX. DOUBLE(XX) DOOR SEE CHART AT LEFT LEAF WIDTH PRODOCfRF.vISRD .$ 1 1/2" 73"MAX. 1 1/2' ww Plying n•Ith the Fludd4 ps DOOR OPNG. WIDTH hrding Cnda o`€ e & (OXXO)TESTED X.omfl..Imle `y NOT • FOR DOORS CAPACITIES SEE SHEET 2. vn* redecl C""w FOR SIDELTE CAPACITIES SEE SHEET 4 FOR SIIDELTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART •• ••• • • • • • •• MAX. UNIT TESTED FFOkME AREA i0T•TO EX(IREDe96•$0.FT.PER F13C 2014 c u•-•- • • •• • • • • • WILL APPLY TO ENTIRE SYSTEM. • •• • • • • ••• • d o w 4 a ' ENr.JAVADAFiMAD CML - n •I • 0•• • ••'%k PF.+7f 92 c • • • • • •CAN. '• • • �j. NOTE: •• • • • •• • • B b (a 5 GLASS CAPACITIES ON THIS.ET EET jA E ••• •• E S2015 • draw: no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W1':_'-08 DECLARATORY STATEMENT DCA05-DEC-219 sheat =-11 C_: . .. .. . . . .. .. ... . . . ... . . I 0 -i Y TYPICAL ANCHORS I EDGE DIST. 18Y SEE ELEVATIONS _ WOOD BUCK m c7 o 9/16'MIN. EOCE DIST. FOR SPACING �. .' '6' o pmptt METAL STRUCTURE o THROW BOLT '. •' _ p 6 (SEE SPEC BELOW) ,. PENETRATION �:.. •.+B.KSF-CbN�d.` - EDGE I 7 3 _ o EDGE DIST. Z / 3 KSl CONQ. z rvo z aa g i QG' o U u C O r-+-+ 1 N N f N N M 1'1 1 20 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0' j M g I I I SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS d a G FOR SPACING FOR SPACING FOR SPACING O n 24 07 1 I 15 J U' ml � Q b�f 5 WOOD BUCKS AND'METAL STRUCTURE NOT BY V & V WINDOWS ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM M o AND TRANSFER THEM TO THE BUILDING STRUCTURE. i 0 0 TYPICAL ANCIIORS: SEE ELEV. FOR SPACING o 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) d, ' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES z� a 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o P THRU 1 BY BUCKS INTO CONC. OR MASONRY � o o i C; W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o oY=a m M iC .-• .� W DIRECTLY INTO CONC. OR MASONRY i s 3 t n 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) ° d .0 , o 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") PRODUCI'REVISED Irc.nylyleQwilMr4eFlarW� INTO METAL STRUCTURES Yrd1•RCM. :' STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) A.ceytuu No I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) E'�"`�'D'I` 1 5 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) qhaubf P#*rhdud CON" TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-172" MIN. PENETRATION THROW BOLT 15 INTO WOOD STRUCTURE = 1" MIN, I I I I ••IN"WET& S•TRUCiURE F 4/4" iOW. � i-;-;- . . . • • • • . O . o o n a B I I 24 2 • WOOD 11T HE'!1D Ofa•JA1�05•SG 0155 MIN. =+S S - - YD ••CONeTtTE•J1T JEAQ, SRL rMBS�'p = 3000 PSI MIN, 19 L •• C,"04OLL%V FILLEV LOjTK J"S t'm - 2000 PSI MIN. DOOR DETAILS " s � _ SEALANTS: Engr.JAVAD ANMAD r n_ f�ME AND EAF Q ERS, IN TALLATI N SCREWS AT SILL AND ALL FLA. PE 70592 °D FF Q �/I n ••• •j4ETAL PAgTS COAFTIIONS D y(%PTI SILICONE, CAN.J538 8 u WEEPS a '3 KSI CONC, • • • • • • • • • ° o" 3 • • • • • • • • TYPICAL ANCHORS •• •3/16" X S74•WEE SLOTS RT•3' I`Red EACH END c drawing no. EDGE DIST. � SEE ELEVATIONS '015 �W10-08 FOR SPACING QPERABLE UNIT sheet 6 ot12 • • • • • • • • • • ••• 0 0 0 ••• 0 • 1/4"MAX. © O 1/4"MAX. 1BY WOOD BUCK - - SHIM - SHIM (SEE NOTE SHEET 1) �� o 0 TYPICAL ANCHORS TYPICAL ANCHORS Z Gro J SEE ELEV. SEE ELEV. w FOR SPACING FOR SPACING C g zo _ a G o d� x000U o l p - w I o o A7 w 0ILQ t8 EXTERIOR o_ 0�yy W-2 Ir� j (QNB 1 17 17A maA7 ° D.L.O. STRUCTURE 36 WIDTH. LOCK OPTIONSLEAF 1 OR 2 36 5/8"MAX. (OPTION J2 SHOWN) ^� SEE SHEET 10 FOR DESCRIPTION - DOOR OPNG. WIDTH o v 39 5/8"MAX. m FRAME WIDTH - 1/4"MAX. ¢ m 1/4"MAX. SHIM o SHIM w U O " CONVENTIONAL LOCK E CONCEALED FLUSH BOLTS TYPICAL ANCHORSLEVERS AT INSIDE FACE OF STILE xp WITH DEAD BOLT SEE ELEV.. •. 2RY W000 UCK w FOR SPACING � OR ACTIVE LEAF INACTIVE LEAF2 OOD UCTURE _z o�. ' ` I li SLM 1 n ;Eo�3co . i ii lIp Q��o :_LL!_ g Q r_ _________ / w od M _ O III,.___________ i • ¢ J>7 N S o � O w 1 ° EXTERI O R D.L.O. TYPICAL ANCHORSji; 17 17A FOR SPACINGLEAF WIDTHLOCK OPTION I3ig72' MAX.DOOR OPNG. WIDTH76"MAX.FRAME WIDTH PRODUCr REVISED C pFLUSH BOLTS -m�plyb{wkk IY,FloW�3 POINT LOCK ASSEMBLY •• •• LEf� YINSIDE FACE OF STILEhamft C.A.0 00 AN•rpliue Nol - 0•ACTIVE LEAF •• • • • • ••• INlCTIVE LEAF E�rintlw IAIa • • ••• •• • • • •• CIn. 1• O AI►rll IMM ro0•N Ca•ITvI o is J '•1 Engr.JAVAO AHMAD S �i CML - -- FU.PE 70592 • • _1_t�J___ y • • _ CAN. 538 i • {ty_V I` • o u �! draw!Sy no. EXTERIOR W1 i)-OS LOCK DPTwN /1 DOOR DETAILS $EP 1 $ ?,l)15 sheet'.' of 12 i • :060: • • • • • :000:• • 000 0 0 0 000 0 0 2' TYPICAL ANCHORSi SEE ELEVATIONS EOCE 01ST. FOR SPACING ° 3 KSI�CONC. l O a a r g o O a to a Z �C 0 ^i 10 Ono , C�EJ O H QwLL �Zy:� _ 2lilt] J/W7 Q O N o N c 9/16'MIN. J g THROW BOLT i 10 PENETRATION ¢ m - w n U Q,Y' U. O 2 0 o N SHIM ., O 3 9'•�> n Irl C f:a 5 +a TYPICAL ANCHORS.. r€ I aA r� SEE E.. 1 mLL 3 I�+ t` 20 FOR SPACING I 1 I 21 10 a �.l N2� I I - 15 I: I 1 U r 5 e PRODUCfRF.VISF.D �I 't Mt plylry wllA llt FlorN° o ar c n Iwd19{Ca1t 1 EXTERIOR Agerepttnte�fe p D.L. OPG, J (Y� M�aJ[Mr rodwtt Ct�ttgl I,r 0 ' •• ••• • • • TRAAOM•FRAM!9/10TH �+ • • •• • • • • • 'In° o Engr:'JAVAD AHMAD - I •l CML_ 3 • _ •-•• • ••• • • T FLA.PE 70592 0 3 • • • • • • • • • • CAN. 538 s •• • ••• • •• • Browing no. DOOR WITH TRANSOM DETAILS ),Fr 201:1 W10-08 sheet 8 of 1Z • • • • • • • • • • • •• •• • • • •• •• s R' TYPICAL ANCHORS 411w - SEE ELEVATIONS EDGE DIST. FOR SPACING 0 1/4" MAX. 1/4"MAX. 1BY WOOD BUCK • ; - i SHIM SHIM (SEE NOTE SHEET 1) Z n - KSILCONC..' i " FZ • _ TYPICAL ANCHORS 7YPIGL ANCHORS e f �NG, f SEE ELEV. SEE ELEV. a O a coi FOR SPACING FOR SPACING ' ro _ 0 D d 0 o Dao 4P W QWS.4 IL Z fA-:m EXTERIOR METAL ' D.L. OPG. Q W n STRUCTURE C -� SIDELITE FRAME WIDTH = ... fi + PRODUCE REVISED v o SINGLE SIDELITE y".plyl.g�Ilb lAt flar4lA u.dl.c coa. AtetPl..te .0 !_4 0 6��ieMW U.te n D ALUM STIFFENER 11bif Ca•led 3 o•• AS REOD. V / O X10 X 3/4"FH ENDS O SEE SHEET 5 FOR CAPACITY o SHIM H AT 10"FROM ENDS L - ai AND 24"O.C. MAX. i o yr w a TYPICAL ANCHORS. <o+ w J ai SEE ELEV. ? LL 3 n I m j o H FOR SPACING 1 r 1 o ny> k I off" W to I z v>3i� 21 l I o .- J -90 (}` I I ¢ J V N Z F II - O 5 II EXTERIOR D.L.O. 110-01 t 4 D.L.OPG. LEAF WIDTHWW 11 NOMINAL SIDELITE WIDTH DOOR OPNG. WIDTH38-5/B" MAX. SINGLE(X)DOOR73"MAX. DOUBLE (XX) DOOR10 • FRAME WIDTH "$ 21 •• ••• •• • • • •• -� wt, K i Engr:JAVAD AHMAD a —\ • ••• ^• `�••' • • ML FIA.PE 70592CAM. 538 •3 KS;CONC.� : • •• • • • • • i a. ' ". •• • ••• • SICELITE•tETAILS d, WDa y;o' EDGE DIST, TYPIGL ANCHORS �.. SEE ELEVATIONS - f W1 FOR SPACING STATIONARY.UNIT f,51DE.I�IjF� SIDELITE WITH DOOR DETAILS : 201sT aheet'g of 12 • • • • •• • •• •• • • • •• •• f ITEM i1 PART/ REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS - 1 V501 3/DOOR FRAME HFAD/JAMB 6063-T6 V&V SELECTED EXTRUDER of 2 V502 1 FRAME SILL 6063-T6 V&V SELECTED EXTRUDER 3 3 V503 1 SILL COVER 6063-TB V&V SELECTED EXTRUDER Z p�P� 4 V504 AS REQD. SIDELITE STILE 6063-TB V&V SELECTED EXTRUDER -0 ¢ - 5 V505 2/LEAF TOP AND BOTTOM RAIL 6063-T6 V&V SELECTED EXTRUDER F'f 6 V508 1/LEAF HINGE STILE 6063-T6 V&V SELECTED EXTRUDER p 7 V507 1/LEAF LOCK AND ASTRAGAL STILE 6063-T6 V&V SELECTED EXTRUDER a B V513 AS REQD. INACTIVE ASTRAGAL STILE 6063-T6 V&V SELECTED EXTRUDER CI 9 V508 2/LEAF SWEEP ADAPTER 6063-T6 V&V SELECTED EXTRUDER C v 10 V509 AS REQD. SIDELITE ADAPTER 6063-TB V&V SELECTED EXTRUDER V 11 V511 AS REQD. GLAZING BEAD - 5/16'GLASS 6063-T6 V&V SELECTED EXTRUDER d C 11A V517 AS REQD. GLAZING BEAD- 7/16'GLASS 6063-T6 V&V SELECTED EXTRUDER O(L n 12 V512 AS REQD. REINFORCING STIFFENER 6063-T6 V&V SELECTED EXTRUDER 13 - 2/LEAF 3/8"THREADED ROD STEEL - LL 4T c 15 V514 2/LEAF FLUSH BOLT SUPPORT ANGLE 6063-TS 1-1/2"X 1-1/2'X 3/16" J M M 17 - 3/LEAF BALL BEARING HINGE ASSEMBLY 17A - 3/LEAF 3 PIECE HINGE ASSEMBLY - - 18 - AS REQD. SETTING BLOCKS EPOM OUROMETER 8035 SHORE A 19 - AS REQD. FIN SEAL PILE WEATHERSTRIPPING J 20 V516 AS REQD. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 6015 � 21 #8 X 1/2' AS REQD. IGLAZING ADAPTER SCREWS ST.STEEL IPH TEKS,AT 2'FROM ENDS&B"O.C. MAX. � m w 22 /10 X 2" AS REDD. IFRAME ASSEMBLY SCREWS ST. STEEL PH SMS �p , 23 - AS REDD. ISIOE LITE ADAPTER SCREWS ST.STEEL U 24 JB-32 X 1/2' 2/ANGLE ISUPPORT ANGLE SCREWS ST.STEEL FH MS q 25 - AS REDD. I BUMPER SPACER SIUCONE w E!'nr LOCKS: SEALANTS: _'-i>o 5,14 0 v OPTION i1: OPTION /2, ALL JOINTS AND FRAME CONNECTIONS,SEALED WITH S LL t M ' PTI SILICONE. o ?a ACTIVE LEAF: ACTIVE LEAF: .�_a c 3 POINT LOCK ASSEMBLY BY'SULLIVAN AND ASSOC: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY °, n 3 7/16 X 3"THROW BOLTS AT TOP AND BOTTOM 'SULLIVAN AND ASSOC.' LOCATED AT 39" FROM T�NGES. ENGAGING FRAME AT HEAD AND SILL BOTTOM OPTION Ni: a c N THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS KEY OPERATED ON EXTERIOR AND THUMB TURN ON LOCK LOCATED AT 52-3/4"FROM BOTTOM INTERIOR THROW BOLT LOCK BY'SULLIVAN AND ASSOC.- 4-3/4" BALL BEARING HINGES 3 PER LEAF LOCK HANDLE AT 49-1/2"FROM BOTTOM LOCATED AT 46" FROM BOTTOM BOTTOM,HINGE AT 8-3/B" FROM BOTTOM RAIL TOP HINGE AT 11"FROM TOP RAIL VRODUC F REYISEO INACTIVE LEAF INACTIVE LEAF CENTER HINGE AT MIDSPAN rIo•pbi"w161k F%rW* " HINGES FASTENED WITH J12-24 X 1/2"FH MS Yu+R'=Cud. CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' CONCEALED FLUSH BOLTS BY'SULLfVAN&ASSOC.' A[npa.ce No IS-Oj/D• i'.0 0 1/2"X 2'THROW BOLTS ENGAGING FRAME AT 1/2'X 2"THROW BOLTS ENGAGING FRAME AT OPTION k2: 6ytrMMr DUtL �• ¢,• u _ HEAD AND SILL HEAD AND SILL7-13/16'THREE PIECE HINGES 3 PER LEAF !! - -1 o€I�p� MANUALLY OPERATED LEVERS MOUNTED ON MANUALLY OPERATED LEVERS MOUNTED ON y Y ��•.. & INSIDE FACE OF LEAF STILE LOCATED AT INSIDE FACE OF LEAF STILE LOCATED AT BOTTOM HINGE AT 8-3/B"FROM BOTTOM RAIL Mi wDh �' ;�a s 10-3/4' FROM TOP AND BOTTOM 10-3/4" FROM TOP AND BOTTOM TOP HINGE AT 11"FROM TOP RAIL 3 6K._Fp,6TEN99 1:0_S7JL"LA1-(2)_3 rn�Lr m W (2) a CENTER HINGE AT MIDSPAN HINGES FASTENED WITH 110-24 X 1/2- FH MS 1 \ • • • • a • • • • I I I I I + \ \ i \ .\ I'iI /%i/ \%\ • •• • i ia • ••i• -s••s• - _ Engr:JAVAD AHMAO CML -%i FLA.PE70592 CAN. 538 IwLk ACTWE ^- 0 • • • •• • drawlnq no. NOTE: LOCKS MUST BE ENGAGED DURING W1 0-081 PERIODS OF HURRICANE WARNING. aheet 10 of 1 2 • • • • • • • • • • 4.000 4U o - .078 4.688 o TMP' .094 I o 2" o Z 1.500 .626 J-I o i "o o za IL 2.125 1.750 T � 076 rn o N oLl o Q v TVP. 3-1/2 4_3/4.. �C O U F-2.016 4.000 -I o I o o I (L t FRAME HEAD/JAMB 6 HINGE STILE T ° o --dd 0 a - 1�-1.750-1 5.313 �° #12-24 X 1/2"FH MS �a I I CRS TYPE 23 W .078 _/10-24 X 1/2"FH MS TMP. CRS TYPE 23 Q u0I u U �6.7so nA ,7 1'964 � 3 PIECE HINGE BALL BEARING HINGE 4.000 - 3.500 4.688 TMP. 4.000 R o J m O 8 .1 I 8 INACTIVE ASTRAGAL STILE v .626-� 4.000 U 5 TOP & BOTTOM RAIL i o+ [1.500 1.750T078 �{I TYP. 0601 60 I� .094 1.210 = 9`0 388 5.313 n$n of 1.606 t 25 7 LOCK/ASTRAGAL STILE TMP. 9 SWEEP ADAPTER 3.532 3.782 W z.zoo-y Li IPRODUCENEVISEU g -�{1.134 a ta•plying wll►IAe m" p 1,-m.R Cade o a€ 1 2.251 Aceetueace No 1S 062 .485 TYP. I-T `u ti 4 76 Iz STIf---fee�{IIENER 1.164 .078 •�! `i:•° . . . . . .• ^ TYP. ,.y 3 SILL COVER •719• 40�s ••i i •i !• o ° r''$ 2.163F^1,575 tt • �.0 •• • • • •• C�_-� - .sot 4 SIDELITE STILE GLAZING BEAD - 7/16" GLASS Engr:JAVAO AHMAO H e•;'o CML - - .088 p �I 1.1 J3 Imo- -�.: - - • ••• '• •• t • - FU.PE�70592 • • 496 • • • • f • • CAN. 538 \•I'.. .563 • • • • • • • v it B 7{- L .709• • • • •• • • r 078 .062 I .814 050 • • • • ! �_,-� . TMP. � 1.313 T T -4{ -.609 ••• t •• • drot-'•T no. 4.000 Q ,' N U 3 201! W1�i-08 z FRAME SILL o SIDELITE ADAPTER GLAZING 84-•5/16"•GLOSS♦ !!• sheet of 2 I .. j � �Y 1 Z 3 0 y CL n / A LG p o U C LL a�><o s a 0 LL to 13 > FRAME TOP CORNER c � � o J � m SIDELITE SLIP ON JAMB CORNER U v LEAF TOP CORNER d, o t Liljn 1 po M qg 3 O •�: N 2 LiuNUvp1 Q J„` PRODUCCREVISED TRANSOM CORNER ""Mplylnyxltblb.Fuwwk E 3 4.�dinL{Cod. Wad DA*ptodget c4ft" t2 n • • • • egg 1J ,6 En9r:DAVM AHMAD a `1 ._ UAL 1 n ••• • • • FLA.AE.f 8592 • • •• • drawing no. LEAF BOTTOM CORNER 2015 W1O-OS ••• • • • RNFR sheet 2 of 12 ••• • • • ••• • • i F ra��r Florida Department BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff I SCIS Site Map I Links Search BusinesOh')Ual QOUSER: product Approval Professi Public User Regulation Product ADDroval Menu>Product or ADDlication Search>Application List>Appllcatlon Detail f FL# FL15256-Rl Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived 0 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd 0000 Klamath Falls,OR 97601 • • (800)535-3936 • • 0000 •••••• fbcl@jeld-wen.com •• • 0000 • • • • • •••••• •• • •••••• Authorized Signature Kaede McLaughlin *00000 • • • fbcl@jeld-wen.com •••• • •• ••••• Technical Representative JELD-WEN Corporate Customer Service �.... • • ••:•• Address/Phone/Email 3737 Lakeport Blvd. . e .• •; •••••• Klamath Falls,OR 97601 • (800)535-3936 "�''� �• customerserviceagents@jeld-wen.com • • • • •••••• Quality Assurance Representative •• • •••• Address/Phone/Email •• • Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard YM TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By f Product Approval Method Method 1 Option A Date Submitted 01/13/2015 Date Validated 01/14/2015 Date Pending FBC Approval Date Approved 01/19/2015 Summary of Products FL# Model,Number or Name• Description i 15256.1 Contours 12'-5"x 6'-10",Opaque Steel Wood Edge Inswing and Outswin9 Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15256 R1 C CAC NI011062 NI011062.0l.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure:N/A Installation Instructions Other:XX,XXO,OXXO DP: +/-60 PSF; X,OXO DP: +/-65 FL15256 R1 II 3W032012FL SS 2015-01-07:pdf PSF. Doors are not rated for water infiltration requirements. Verified By: Hermes F. Norero,P.E. Florida P.E. 73778 t Non-Impact sidelites requires an impact resistant covering to Created by Independent Third Party: Yes comply with FBC Section 1609.1.2 Evaluation Reports FL15256 R1 AE PER3321 SS 2015-01-07.Ddf Created by Independent Third Party: Yes 15256.2 Contours 8'-9"x 8'-2",Opaque Steel Wood Edge Door inswing and Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15256 RI C CAC NI011061-R1.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 •••• Design Pressure: +45/-45 Installation Instructions •••••• • • ••••• Other: Doors are not rated for water infiltration F F. 5- - f • I requirements.Non-Impact sidelites requires an Impact Verified By: Hermes F. Norero,•P.E.Florida PZ. Z�7$ •• resistant covering to comply with FBC Section 1609.1.2 Created by Independent Third vsltyt Wes •• • ••••• Evaluation Reports •••0•• • • FL15256 Rl AE PER3322 SS 2015-01-07.Ddf ••••• Created by Independent Thirg pile!•Yes :'a • • seem •••• Back Next • • ••••••• •• •• •••••• • • • • • •••••• Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 •••••• The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Access em�nt::Refund atement •••••• Under Florida law,email addresses are public records,if you do not want your e-mail address released In response to a public-records request,do v4send**lect.nic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product A,ppprr�oval Accepts: ® � � -Llai M Sl'CUfit\'!14 F'1'1t 1('� I I 3ELD-WEN DOOR TABLE 1 INSTALLATION DETAILS HVHZ APPROVED SYSTEMS:O,X.00,XO.OX,OXO,000,OXX o XXO,OXXO,000 W/BOXED SIDELITES STEEL 24 GA.WOOD EDGE SIZE QUALIFIES:OPAQUE ACTIVE PANELS AND IMPACTINOWIMPACT GLASS SIDEUTES 5 OPAQUE&GLAZED SIDELITES • MAX.PANEL WIDTH=3B• "TALL SYSTEMS: UP TO 12'-0"X 6'-8" (XX)(XXO)(OXXO) (X)(OXO) OUTSWING INSWING SWING NEGATIVE POSITIVE +60 +G5 � GENERAL NOTES 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL INSWING POSITIVE +60 +65 CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94,TAS 202-94 AND NEGATIVE _ _ 65 TAS 203.94. PRODUCT ALSO MEETS'HIGH VELOCITY HURRICANE ZONE"(HVHZ)REQUIREMENTS. 2.1X AND 2X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL COMPONENT LIST MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. ITEM DESCRIPTION MATERIAL QTY. 3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ. FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. _ 4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS 3 1X WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REO. FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 4 #10 WOOD INSTALLATION SCREW W/1 1/2'MIN.EMBEDMENT STEEL AS REQ. DOCUMENT#J11106(INSTALLATION INSTRUCTIONS FOR PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ. WEBSITE:JELD-WEN.CO)WLEARWRESOURCES/INSTALLATION&FINISHING/. 6 #10 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL 3 OR 6 5p. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON-IMPACT 7 1#8 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. - GLASS SIDELITES. 8 #9 X 1'PHILLIPS FLATHEAD WOOD SCREW STEEL 21 OR 28 6.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1, 371/2•MAX. 149'MAX-FRAME 9 1"OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL UMINU 1 SHEET 1. FRAME TYP. 74"MAX.FRAME--{ 10 KWIKSET LOCK SERIES 400 STEEL 1 D.L.O. I 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 7.ALL FASTENERS IN WOOD SHALL SHT.#2 12 1"OVERALL PLASTIC FRAME NON-IMPACT GLAZING IG BY OD PVC 1 BE COUNTERSUNK 3116"DEEP. 13 #8 X 1 1/2'PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 3/16'x{ F- ❑ ❑ ❑ EXAMPLE: = O OVERHANG (J LENGTH q 0: *NOTE: PRODUCT HAS NOT BEEN RATED FOR > o 8.CORE DESIGN:EXP ED POLYSTYRENE WITH a0 g ! Y I I WATER INFILTRATION. IF AUTHORITY HAVING p m ry N 1.0 TO 1.25 LBS DENSITY,BY JELD-WEN INC. Z / ,I o ! \I JURISDICTION REQUIRES THAT PRODUCT MEETS y L O 00 2 THIS REQUIREMENT,PRODUCT SHALL BE USED • -.�Xxr ( ) O_O ) IO 7 _ GALVANIZED STEEL WITH AVERAGE MINIMUM YIEb z 9.FACE SHEETS:24 GA(0.021'MIN)THICKNESS. can 3 WHEN INSTALLED AT LOCATION PROTECTED Q 2 (-� x LL '✓ F-0) rn OVERHANG SUCH THAT OVERHANG OH RATIO= o o £ '✓ LD w I STRENGTH FY AVE=40300 PSI. I ) I OH LENGTH_OH HEIGHT IS'_1.0 I ^ E c x OVERHANG a i ^1 3 g IT H/NNACTIVE FOXEDEi IMPACT LITE NON-IMPACT LITE 12-0 X 6$ELEVATION I T o _ SEE SHT.#2 SEE SHT.#2 DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) 8 3 Nl7 37 1/2"MAX_O.A. a Z FRAME j 75'MAX FRAME �75"MAX.FRAME--�I 112 712"MAX.FRAME �74'MAX.FRAME I j �I\ it I a o g �� ;I oBu I ' ) I t ! l ii' I z0j i I / �LJ ©I .\ �a" i° I 9J/, �I�I�\I�f B, I I �y � � �o z LL �.- �10)TYP. 4. B'i !& II ,8 W z N 7d 0?O j I ° I ! Pi Ld ��I in 'i F"ll 6-0 X 6-8 ELEVATION � z� i, )0 Pl�� • ,• DOUBLE(XX) W ¢ �I ACTIVE I ACTIVE ACTIVE • •• Y • • ACTIVE INACTIVE g Xy FOXED F.ED \I �,FIXED FIXED ED I Q OPAQUE FULL LITE 6-0 X 6.8 ELEVATION 6-0 X 6-8 ELEVATIONS• ••• 9-e It 6-8 ELEVATI8N•• ` II7 LD 3-0 X 6-8 ELEVATION ��`��g F 11j ��i DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) �� SINGLE(X)&(0) 1/20/2012 _ i SHEET INDE( - i 060 ••• • _ • `r :O SCALE-NONE SHEET# DESCRIPTION • • • • • • • • • • 7 i GENERAL NOTES B.O.M.ELEVATIONS&ANCHOR LOCATIONS •• higttajly siAd by ft*nl*es;F Norero,P.E. _ EROr z OC Ow S.SAFFELL 2 OUlISlAflWnNSWlNG BOX MUWNG DETAILS • 3 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD •• Reasoh.I'am•approtrTng tRis document f 4 OIITSWVIGVERT.AND HORILSECTIONS INMASONRYCON(REIE 27 NG 5 INSWING VERTICAL AND HORMONTALSECTIONS INWOOD A4 Q:4 3W032012FL 6 INSWING VERT.AND HORIZ.SECTIONS IN MASONRY/CONCRETE Date:2012.04.19 18:47:17-0400 �� ,1 9 7 OUTSWING AND INSWING ANCHORING DETAILS FBPE C '0.29578T 1 7 • • • • • • • • • • ••• • • • ••• • • APPLY DAP ALEX PLUS SILICONE 6-#8 X 2" OR EQUIV.BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. 20 1/4'MAX-D.L.O. 21"MAX.D.L.O. 13 ; A2 4 \� 1 B2 BZ FIXED I ACTIVE C! C2 C2 J Ci If a p _ v� v M I N 6 ODL IMPACT(ALLEN)FULL LITE ODL LIP-LITE NON-IMPACT a 9 l i 3-0 X 6-8 SHOWN 3-0 X 6-8 SHOWN i "s � YaLL 5/8"MIN. 17/8' — I I ODL REDISEAL GLASS BITE INTERIOR 1/8"TEMPERED FOAM GASKET INTERIOR 9 )13 SIDE GLASS 3 1/8"TEMP RED SIDE j Iy O v� z 3� LUD t MAX. 13/4" V MAX. a A O z 0.509"AIR SPACE 3/4'AIRSPACE(2)1/8"ANNEALED1/2"MIN.GLASS q z GLASS ODL REDISEALgITE FOAM GASKET 8' z CU.SPACER w z •• •o�`i°PYB • • •D67Ai1.62 DETAIL C2 3 a o • INTER`AYF&R • O�IpPjCt G ING DETAIL ODL NON-IMPACT GLAZING DETAIL a z • BY SOLUTI)*• to a yl In (PO #08+Ofis.I) 0 K"D:tx 20 t/Z"X 62 1/2" MAX.D.L.O:21"X 63" d BOX SIDELITE MULL �'Q •• 000 •• • • • •• MAX.4 UNITS — ODL PLASTIC LITE KIT MATERIAL �`� rt�S F O -*e EXAMPLE:OXXO,OXO,OX APPROVED UNDER NOA#10-1209.01 :��i�:':� �p ' �^E 1/20/2012 - - •i• Z: :O :NONE • • • • • • • • • =* :-* = meg+°G.LUBBECKE •• • • • • • •• • • DETAIL A2 • •• • • • • • • EA a. S.SAFFELL (12)FASTENER LOG•A•riONb•AT ••• • •• • 27 S II, B 438 DOUBLE-BACK JAMB ATTACHMENT R 1 gg�g�9 1W032012FL FBPE C SX0.29578T 2 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1"MIN. ^}^ i'MIN. 4 1 2 1"MIN. 1"MIN. 4 1 2 2 i a 4 1 1/2"MIN. 1 1/2"MIN. EMB_ EMB. INTERIOR EXTERIOR - 1 � 1 1/4' 1/4' t 1/2"MIN. 2 EMBED. MAX. 1/8' MAX. SHIM SHIM SEE NOTE#7 INTERIOR EXTERIOR SEE NOTE#7 INTERIO EXTERIOR A1'MIN ON SHEET 1 ON SHEET 1 1"MIN OUTSWING OPERATING UNIT VERTICAL CROSS SECTION OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT SILL VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB HEAD JAMB 1 12•MIN. 114•MAX. EMBED. SHIM SEE NOTE#7 - /� NOTES: ON SHEET 1 r 1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR • 1"MIN ID1X BUCK CONCRETE/MASONRY OPENINGS,SEE SHEET 4 p N m / $ OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION p m $ m ' INTERIOR OF HEAD HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS + t WO o 3X ACHIEVED. M a 1'MIN. 8 ITEM#8,(#10 X 2')ONE SCREW TO BE INSTALLED IN EACH G .i 4X / HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. qL. n A L E AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR S M Y g LL HINGE DETAIL ®MAXIMUM SUPPORT. EXTERIOR 3 REQ'D _ STATIONARY UNIT kn z HORIZONTAL CROSS SECTION OUTSWING SHOWN /' CL O N W5 w 7 2 1 1 2r63 Q o EXTERIOR m O 10a o 0 X a x - no o z Z s� W O >l'MIN. \ 4 1 2 1"MIN. z > INTERIOR wN d z f •• • •t' N.• •• ```��ES F. N 1"MIN �f • • • • • • • �i T SEE NOTE#7 • • `�� Q aam 1/20/2012 t4 1 ONSHEETt •• • • • ••• • 1/4"MAX. • • • • • • • z 'r: = wile:NONE _ I 1/4'MAX. SHIM •• •• • • • •• 7 1 1/2"MIN. SHIM 1 1!2"MIN. -* * = �w:G.LUBBECKE EMBED. EMBED. •:S.SAFFELL OUTSWING LATCH JAMS AT FRAME J •bUT9V►IRG HING2�JAM�41•FRAM •• *06 27 ai A�(�` HORIZONTAL CROSS SECTION • •HOR ONTAL R SS SE ION • • • • �.�Sg 3W032012FL •• • • • • • •• • • FBPE C 10 29578— 3 7 •• • ••• • •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 • • CONCRETE/ 1'MIN. 1'MIN. 1'MIN. 1•MIN. t'MIN. 1"MIN. MASONRY 1 1/4'F 1 1' i'MIN. BY OTHERS TYP. MIN. 1'MIN. 1 1114" INTERIOR EXTERIOR EMB. MIN. t•MIN 5 EMBED 5 - I1/4'MIN. 5 3 5 EMBED 2 2 coNCRETE/ 3 MASOCONCRETE! �.. - _ BYE RY 1RS MASONRY MIN. - `. • �� BY OTHERS EMBEDt•MIN 1'MIN IMAX. 1/4" �� SHIM 1/4• EXTERIOR MAX. OUTSWING OPERATING UNIT MAX. SHIM EXTERIOR VERTICAL CROSS SECTION SHIM SILL SEE NOTE#7 OUTSWING OPERATING UNIT INTER10RON SHEET 1 SEE NOTE#7 INTERIOR VERTICAL CROSS SECTION SEE NOTE#7 ON SHEET 1 ON SHEET 1 SEE NOTE#7 OPTIONAL T"BUCK ON SHEET I EXTERIOR CONCRETE/ OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT \ MASONRY 3 1 VERTICAL CROSS SEC77ON VERTICAL CROSS SECTION �, \� BY OTHERS HEAD JAMB HEAD JAMB 1 1/a'MIN. �' \. EMBED 5 4'v ATA 8 X1'MIN.t'MIN 1c jSm1'MIN 1'MIN GmOUTSWING STATIONARY UNITHINGE DVERTICAL CROSS SECTION � aeBOXED SIDELITE SILL 1'MIN. \ p 3 REQ \\ SEE ITEM#7 -1'MIN. ONSHEET i 114"MAX2 2 6 / 1 1/4• -�..- ------1111YY^^^ SHIM MIN.EMBED 3 zO 2 T OUTSWING OPERATING UNIT a C .. HORIZONTAL CROSS SECTION O w W / O ` EXTERIOR 1 Era•MIN. OP77ONAL 1"BUCK ui 5 N EMBED cy w O 1'MIN. O 'nO 1'MIN. 5 2 1 °D b w z 1'MIN. }. \ % •.i 1"MIN. v CI 1 1 I-MIN. O xO Q O WTERIOR Z ¢2 1.MIN. '" 0 1 MIN. MI V 3 a £ EE NOTE EET7 5 // • ��3 Ma • • • • ••'. a �. SEE NOTE L �-j '� >Z 1'MIN. • • • "• w I • •• • • ,•. �_ ON SHEET 1 Qa z J� 1 • •• • • • • •• ��\ 5 1/4"MAX. :-•• a • :1•�I0 t •_••a \ //111117 167 .. I 114"MAX. I 1 1/4 \\\ MIN • . 1•MIN. o \_ \\\ /�7g N E 114'MIN. III--- SHIM �i EMBED. �� \ F. O �i EMBED. IN .UTSWING HINGE JAMB AT FRAME OUTS WG LATCH JAMB AT FRAME _' ° o `!(�✓ •F,P�� are 1/20/2012 --� -HORIZONTAL CROSS SECTION HORIZONTAL.RO:S[MAION • • •• • 114'MAX. _ ' • •• •° • SHIM � �r :� � —NONENOTES: • • ••__ q �. 7 :-�, vvc.e+:G.LUBBECKE OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINAY• • CO�CRETFMEASj1NRY • -MIN, R EMBEDMENT IS ACHIEVED. • •• • BY OTHERS AmaIllp S.SAFFELL •• • ••• • •• • P�JFj f7�/� �: ITEM#B,(#10 X 2•)ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 127�1�(�R ''Ry 438 3W032012FL CROSS SECTION OF HEAD JAMB OR SIDE JAMB OAT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CLQ TIO.295787 4 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r SEE NOTE#7 ON SHEET 1 1"MIN. 1"MIN. 4 1 2 1"MIN. 1"MIN., 4 i EXTERIOR INTERIOR EXTERIOR INTERK)R 1 4 1 1/2"MIN. 2 1 1/7 MIN. 2 1 4 4 EMB. EMB. 1 1 1n"MIN. 1 1/Y MIN. 2 EMBED. 1/4" -� 1/4" EMBED. MAX. 1/8" MAX. ' I SHIM SHIM 1"MIN SEE NOTE#7 EXTERIOR INTERIOR SEE NOTE#7 EXTERIOR INTERIOR 1"MIN ON SHEET 1 ON SHEET 1 1"MIN � 2 ` INSWING OPERATING UNIT INSWING STATIONARY UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION INSWING OPERATING UNIT INSWING STATIONARY UNIT SILL BOXED SIDELITE SILL VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB HEAD JAMB 1 10 MIN. r1/4"MAX. EMBED. I SHIM SEE NOTE#7 ON SHEET 1 NOTES: 1"MIN � �FOR PLACEMENT OF ITW O IX BUCK CONCRTEIMASONRYOPEN NGS HT 0S IN 2X BUCK R SEE E 6 M N O EXTERIOR O $ OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION q $ m N OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS + �o � N 3X ACHIEVED. i•MIN 8 ITEM#6,(#10 X Y)ONE SCREW TO BE INSTALLED IN EACH ov+ 4X / HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. q ci n E AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR s r1 Y d U. 0 HINGE DETAIL MAXIMUM SUPPORT. INTERIOR 3 REO'O STATIONARY UNIT N HORIZONTAL CROSS SECTION z INSWING SHOWN / a O v1 Lu5 a 7 2 1 1 2 G) 3 O INTERIOR \ / xf g 0 03 z Ir• z a? U4 3 E>1"MIN. \ 4 1 2 1"MIN. 3 z H ELi EXTERIOR � •� � . � � � Lu ¢ � j /` ff ss 1"MIN. �\. J l� •• •• •1"MIN.• •♦• ,,��ES F. IO��''' Z SEE NOTE#7 f `��Q� �` ��y ove 1/20/2012 4 1 ON SHEET 1 1/4" AX� - _ •, 1/4"MAX. N • • •"♦• I • • �: �O —NONE SHIMTHIN • • • • • • • 7 1 112"MIN. •• •1 1/2" IA. • ♦ G.LUBBECKE •• • • _* * �' EMBED. • •• 41 MB • • • a E z 0. S.SAFFELL •♦ • ••♦ • •• • # �p p3 � INSWING LATCH JAMB AT FRAME INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Wl� g 9 4 1W032012FL FBPE CEIt 29578 van 5 a 7 • • • • • • • • • • ••• • • • ••• • • I*MIN. CONCRETE/ 1"MIN. t"MIN. - 1'MIN. 1'MIN. t'MIN. MASONRY F,,1'MIN. 1'MIN. 1 iN- BY OTHERS��QXMIERIOR . MIN. IN. MIN. '"MIN- a 1'MIN. 5 EMB. EMBED 511/4'MINEMBED 2 2 cONCRET 3 CONCRET 11/4' I 4• � MASONRY MASONRY MIN. _L_. BY OTHERS BY OTHERS 1 EMBED 1 •.' .'••."" 1/4" '• MAX. INTERIOR Im LMAX. %/ 1'MIN 11 MIN SHIM INSWING OPERATING UNfT MAX. INTERIOR SHIM VERTICAL CROSS SECTION XTERIOR SHIM EXTERIORSILL SEE NOTE 97 SEE NOTE#7 EXTERIOR INTERIOR ON SHEET 1 INSWING OPERATING UNIT SEE NOTE#7 ON SHEET t ON SHEET 1 SEE NOTE#7 EXTERIOR INTERIOR VERTICAL CROSS SECTION ON SHEET 1� INSWING STATIONARY UNIT CONCRETE! OPTIONAL 1"BUCK INSWING OPERATING UNIT \ N MASONRY 3 1 VERTICAL CROSS SECTION \� BY OTHERS VERTICAL CROSS SECTION HEAD JAMB \ \\ ft HEAD JAMB 1 EMBED 5 INTERIOR 8 3X1"MIN t'MIN-^1 1'MIN EXTERIORC m $ M ry INSWING STATIONARY UNIT \ A i' m b VERTICAL CROSS SECTION ~ N HINGE DETAI \ I BOXED SIDELITE SILL `\ • 3 REQ'D ! i"MIN. \� `SEE ITEM#7 • -9 / 1"MIN. ON SHEET 1 k n ER c / .. 114*MAX. t rt Y a LL � <j SHIM 11/4' _ MIN.EMBED z 2 7 INSWING OPERATING UNIT 0 1 HORIZONTAL CROSS SECTION p O \ INTERIOR t tMIN. OPTIONAL 1"BUCK w EMBED Q a l"MIN. �� ce O 1•MIN. 5 2 a0 bj 1•MIN. l • �. % •R 1•MIN. .c a 0 O 1 % 1 1. IN. vc x f S�4 Z z % 1•MIN. g Q O \ \ w o a va t'MIN. \\ � /// �• M O ?� ZQ U f - �� EE NOTE#7 // •1• •i • • • • •• ON SHEET 1 55 :• 3•M�l. • • • ti �_ SEE NOTE#7 w U w t'MIN. • •• • • •. ON SHEET 1 H d W > 1 • •• • • • • •• • \\ '^ f z 5 1/4"MAX �•�• •r+11N• • �\ I 1/4"MAX. SHIM •••• ••• •• • ♦\\ II/ 5� fff------ I 1 1I4'MIN. 1"MIN. ��. %% �S F O 7j/�� 9 N z 1 M MIN. I SHIM '"1 EMBED. T EMBED. 1^ `♦♦♦ �; MTE:1/20/2012 INSWING HINGE JAMB AT FRAME INSWING LATCH JAMB AT FRAME ° I IW MAX.-- - - - - HORIZONTAL CROSS SECTION HORIZONTAL CRDSS SESTIDN • •• •° • F^ —NONE • • • • • • • t SHIM 7 NOTES: • • • • * _ owner G.LUBBEQCE OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM• • CONCRET€/MASQNRY ♦A2•I�IN. EMBEDMENT IS ACHIEVED. • •• • BY OTIHE16 �B�p 1' oac S.SAFFELL 2�ITEM#&,(#10 X 7)ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL 27�� A JW032012FL CROSS SECTION OF HEAD JAMB OR SIDE JAMB ) 89 3>AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE C ;H.\�O.29578— 6 - 7 • •• •• • • • •• •• ••• • • • ••w • • Y ,� NOTE: 37 1/2"MAX. a}. n " SHIM FOR SUPPORT AT OR NEAR 74"MAX.O.A.FRAME O.A.FRAME F Oi\�2 3 4 5 EACH ANCHOR IS REQUIRED �3"TYP. 1� 3"TYP.� I--3"TYP. 'n 0 \ I I II O CL Z O ; C7 i C7 149"MAX.O.A.FRAME CL z I �I \ /! 3" P. C7 C7 3"TYP. ;� F rn } ' i 2 30^ I ) i w� } I i I LL� ( i ICU F f I ij v O X X 09 1 i B 7 A7 I , , —I— X }} tL c0 F —71LL LL I ao I D7 i I D7 co cl� 6-0 X 6-8 OUTSWINGANSWING 3-0 X 6-8 OUTSWING/INSWING 00 I D7D7 I c Uo (30)ANCHOR LOCATIONS (18)ANCHOR LOCATIONS (FROM EDGE OF FRAME) (FROM EDGE OF FRAME) 12-0 X 6-8 OUTSWING/INSWING 6' 6" ~ (50)ANCHOR LOCATIONS 3•TY o > n M 75"MAX FRAME (FROM EDGE OF FRAME) �,� �l�.___ • r 3" o .0a TYP. 3"TYP.—� d 1 $ _ co 112 112"MAX FRAME 3"TYP. �YTW:YP- ~ a: V O j : M x 1 �Oz Z(7 i i I I �O i Z j I Z 3 I I 0— A7 Z)z i 1 ( i w� o W7 PANED CENTtRti -�T DETAIL A7 {4 5' a°'(8)ANCHOR LOCATIONS AT MULL Z Q aO N = LLx LL �� 11�a TVP TYP 1�o C z Q x O I I O I 1) ?et` 3 TY X d ta.7 " � `1 0 0 3 co TYP. (" '� m i z °0 z W z CO ••6o"6-8 OIJTSWINVINSWt I iI w a z� (2t) 9-0 X 6-8 OUTSWING/INSWING • Mcp CD(JE OF 104ME) d Z (38)ANCHOR LOCATIONS ••• ••• • pilloll 1101j" 8 (FROM EDGE OF FRAME) �� 5 F• O i �� ff ---\ 2-#8 X 3"PFH �� !t ;• <C �� o"e:1/20/2012 j 22 #8 X 3"PFH SCREW FROM : ;•�••• 'P _ I _ SCREW FROM ASTRAGAL KIT - • L••:• 7 (4�5� sc�e NONE i o ASTRAGAL KIT ".^ ..-. 4�10- .. BOTTOM ASTRAGAL • i A • 3 •* oxo sr:G.WBBECKE v STRIKE PLATE �• i• • •• i 30 E — �.�:S.SAFFELL 1-TOP ASTRAGAL -'• • •• 8� DETAIL B7 STRIKE PLATE 1-BOTTOM SHOOT 27 tee`4 (10)ANCHOR LOCATIONS DETAIL C7—C7 DETAIL D7—D7 BOLT INSERT PLUG DETAIL D7—D7 �i/F11CRK, C3 1W032012FL OUTWING OR INSWING OUTWING ONLY INSWING ONLY JFBPE G �®PI!?1 1 llb.29578 AT ASTRAGAL sin 7 a 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i • • ••• • • • • ••• MIAMI-DADE MIAMI—DADE COUNTY ••• ••fRODhT-6ONTPWL SEMION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) • ••• • 1.185 9%2eStrZet,Vow 208 BOARD AND CODE ADMINISTRATION DIVISION ••• •T(786)V--W 1741M)10-2599 NOTICE OF ACCEPTANCE (NOA) www.mlami&de.eov/economy Lawson Industries Inc. •• •• :00 •• 8501 NW 90..Street ••• • • • •• • . . . . . . .. . . Medley,FL 33166 . ' • '.• ' ' •.. ..• . . . . . . SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami=Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). 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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"HS-8700(Flange-Frame)"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS--8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09,with revision`B", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos,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, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has'been filed and there has been no change in the applicable building code negatively affecting the performance of this product.' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No..12--0127.08 and consists of this page 1 and evidence 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. 4 ' NOA No. 147Q90.8,I4 a MADE COUNTY .J/ f Prx0_1 Expiration Date: April 1j,2017 I■ + � ,t 6 to Approval Date: November 13,.2014 Pagel . .. .. . . . .. .. . . . . . . . . . . . Lawson Industries,Inc. t NOTICE OF ACCEPTANCE: EVIDENC PSZIBMI2'>lE13. .: . . . . . . . . . . . A. DRAWINGS .. . . . .. ... .. 1. Manufacturer's die drawings and sections. . . . . . . . . ... . . . . .. . (Submitted under previous NOA No. 11-070.5.10) •• • 2. Drawing No. L87004901, titled "HS-8700 Hoi-Izodtal Rollin j F19np Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14,prepared by manufacturer, and signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per*FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration; prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051,dated 03/23/11, signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked up . drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HET140-3053, HETI-10-3057, HETI-103130, HETI-10-3223 and HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font,P.E. (Submitted under previous NDA No. I1-0705.10) 3. 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 an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056,. HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 11-0705.10) 4. 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 an aluminum horizontal j sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda; P.-E. (Submitted tinder previous NOA No. 11-0705.16) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.14 Expiration Date:'April 11,2017 Approval Date: November 13,.2014 E-1 t . •• •• • • • •• •• • Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE StBML7TEN . . . . . . . . . . . . . . . . . . . . . . . B. TESTS (CONTINUED) 5, Test reports on: 1)Air Infiltration Test,per FBC,TAS 2(12-V4'. :'. :" ." 2) Uniform Static Air Pressure Test,-Lgaiiry per ' AS 112-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font,P. E. (Submitter)under previous NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/0.2, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under-NOA No. 02-0227,05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09,revised on 0,7/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previous NDA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER)` E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours'& Co.,Inc. for their"DuPont Butacite®PVB Interlayer." dated 04/11/13, expiring on 12/11/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11,2017 Approval Da to: November 13,2014 E-2 .. .. . . . .. .. . . . . . . . . . . . • • • 000 • Lawson Industries,Inc. ••• ••• NOTICE OF ACCEPTANCE: EVII2F G`E SUpULTTEDO: ••• . . . . . . . .. V. 0. E. MATERIAL CERTIFICATIONS (cONTINUED) 2. Notice of Acceptance No, 14-0423.17 issued to'Eastman.-Cbe3nt4 Cu"M amy (MA) for their "Saflex Clear and Color Glass Interlaytrs:•dat&d:0&f91?4, ekfiring on 05/21/16, • .. . . . . . ... .. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51" Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a :for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J Sotos,P.E. (Submitted under previous NDA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127 08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-3051, HETI- 10-3052% HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI--10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NDA No. 11-0705..10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI-08-2035, HETI-08-2036, HETI48-2037, HETI-08-2038, HETI- 08 2116A and HETI-082116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NDA No. 09-0706.05) . 8. Laboratory compliance letter for Test Reports No..'s FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02,all signed and sealed by.Luis Antonio Figueredo,P. E. (Submitted ander previous NOA No. 02-0227.05) O. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange-Frame) Aluminum Horizontal :gliding Window - LK.I.", approved on 03/29/12 and expiring on 04/11/17. Jaime D.Gascon,'?.E. Product Control Section Supervisor NOA No.14-0908,14 Expiration Date: 'April 11,2017 Approval Date: November 13,2014 E-3 A At A At _ General Notes: o _ 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH o q z VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT y IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) n I4 E. 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING a V RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS a d t OF 2014 F.H.C. &TO BE REVIEWED BY BUILDING OFFICIAL. o a l C3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON i U. U. 8^ a ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C_), AND AS TABULATED ON SHEETS 6, 7, or B. Z W u o Ch x B Bt B 81 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE o W= y ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND 'ca m a ! o TO.BE REVIEWED BY BUILDING OFFICIALo 0 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES p C5 V L NOTE: XO TABULATED HEREIN (SEE SILEETs p8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE y z P o 1),REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE 3ILEETs p6, 7 or 8). 2)FOR VERTICAL CROSS-SECTION DETAILS 'A j Al, B. &Bl'REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'C. 0, & E"REFER TO SHEET p4 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" 1NSTAIIED ABOVE SOFT. a x 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE LG. EXTERIOR LITE SHALL BE TF3IPERED. o A Al 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. E a 8.) SEE SHEET 9 FOR CLASS TYPES. E 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. ® d N w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. c a 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. M x a 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/SILICONE p 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED D E e (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET p3, 4 & 6 FOR DETAILS � a & NOTES) WOOD BUCKS TO 13E ANCHORED IN COMPLIANCE WITH THE 2014 FAC CHAPTER 24 SECTION 11.3.3.3. B B1 15.)APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET p 5 FOR MULIJOKA TAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DARE COUNTY APPROVED XOX -Equal Lite (1/3-1/3-1/3) WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT S NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE N u 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM, 2) FOR VERTICAL CROSS-SECTION DETAILS "A,Al, B. & BI"REFER TO SHEET p3 16.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE 3) FOR HORIZONTAL CROSS-SECTION DETAILS b, & E'REFER TO SHEET p6 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. qq A 4) REPEII TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A A Al • b' a L •• • ••••••D E •••• ••• • • • • 000 • • sr.7 i •• •• •• '• ••••yL•. CIA Un-Egyal Lite (1/4--1/2-1 4 •••••• • XOX, -- 4 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DFTA1LS AND NOTES.— _ PRODUCTRGVLSED • •— • • � • 0. 2) FOR VERTICAL CROSS—SECTION DETAILS 'A, Al, B. &Bl"REFER TO SHEET.p3 mWmplTi.Ewthdm Florida t)a•/0000 ~ v� 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E"REFER TO SHEET 05 Buiwm<' 1.?+ 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. Au"pimw No • ••• •r<C�e SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW e ` -~ '��y� ��4-.0, APPROVED ELEVATIONS ,lr •• •.. Fal: ,.► -di nde Prodad Canuol Ll TEST UNIT SIZE: 111'X 63' # 85 3/8'OVERALL FRAME WIDTH TEST UNIT SIZE: 74'X 63' --74' OVERALL FRAME WIDTH INSTALLATION FASTENERS 84 3/8' INTERIOR FRAME. WIDTH INSTALLATION FASTENERS• 73' INTERIOR FRAME WIDTH 14 .'; •• (A) 10 AT FRAME HEAD TVI1 ADDITIONAL ANCHORS (A)6 AT FRAME HEAD TWO ADDITIRNL ANCHORS 1,4 p REQl1 ADD IO MEETING RAILS (e AT FRAME HEAD TF DP ABOVE.70.0 L4' MEETING RAILS 0 A (14 AT FRAME HEAD IF DP ABOVE.70.0) Ft]R tW TS VfTH DP ABOVE (B)6 AT EA.FRAME BILI, TH DP AIWVE (8) 10 AT EA. EHE sift A Al +/-70PSF a TOTAL) TOTAL) O 4 e 1/ S. (6 AT iTRAME SILL 1P DP ABOVE 70.0) A A 1 e' y (C) JAMB (14 AT FRAME 6 AT EA.. FRAME JAMB IF DP ABOVE.70.0) I :TOE. MAX 4 1 6123 q. (C)-SEE GENERAL NOTE#3 h /4. {�µ 4o.� 4 Ire r14o.c M F o -SEE GENERAL NOTE i3& /4. _ _ T? (fYPIGL AT 1 ST4i1CAt.AT 1A Q s"AL1 CORNFRS) Y mi ) o C. [!'�-DY/44LLOS 4 � ANO,' ..0+r . _ ,13 1/4'O.G )`__m 13 V4'[1G0 E / m sn z__yi- /�.!�i_a 1/4'D.C. S N �L /�c11/4'QC./m T'1' t / E / Cz/� % 9OW : '� Y fi "' •tee V > �'----- 'k- % I Z ,F-----i,- d 1 O.C. ® N B B1 w o a L x a ANCHIOR NOTESr ANCFD]R NOTE$! \ /I y��< L SAME ANCHOR SPACING AT HEAD LSILL\ / EXT.jT,Ia MARE APPLIED V<�� L SANE ANCHOR SPACING AT HEMI L Slli-\ ERXITTIAS ARE"APSE V� V O 2.TWO ADDITIONAL ANCHORS REQUIRED�_J V/SLL[CRE AND ARE 2.TWO ADDITIONAL ANCHORS REQUIRED yy/SRICOIE AND NNNtttEEE 4, GO AT MEETING RAILS FOR(WITS WITH AVALLABLE pS�T[ONAL. AT MEETING RAILS FOR UNITS VITH AVAILABLE AS OPTIONAL, I OP ABOVE+JOPSF/-75PSF(4 TOTAL) OP ABOVE./-70PSF(4 TOTAL) NNpp��gg OLX" WINDOW EQUAL LITE "XO" WINDOW EQUAL L[TE x FiRlIVERTICAL CROSS-SECTION DETAILS'A,At.B,L B1'AT SHEET a3 NMI.EC ( "OX" REYER.SED ) 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,L E'AT SHEET a5 TEST UNIT 312E: 1t1' X 63" 1.SEE VERTICAL CROSS-SECTIUN DETAILS'A,Al,B•L BI'AT SHEET 03 INSTALLATION FASTENERS * 111'OVERALL FRAME WIDTH - 2.SEE HORIZONTAL CROSS-SECTION DETAILS'C,D.L E'AT SHEET 44 (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0 TVO ADDITIONAL ANCHORS (B) !0 AT EA. FRAME SILL REWIRED AT MEETING FAILS ' $ A Al FFOR UNITS VITH IIP ABOVE SERIES-8700 HORIZONTAL SLIDING WINDOW (14 AT FRAME Slit IF DP Al10VS 70.0) /-70PSF 44 TOTAL) (C)5 AT EA. FRAME JAMB r,,,,,�.7$. 1 -- 4• FLANGE FRAME ELEVATIONS - L.M.I. N SEE GENERAL NOTE #3 & !4• �(ryp1CAL r $ 5'a BiNERSCIBiNAR) a Mox.0.1__0.Wb ..O I' _ ll a a '' 1 RL 1�•D.C. 04, •C (aoy ggry� V i-__ b • Q •1 N W = E 1 /P m 13 1/4'O.C. `� D _ -) _ MMLL • K` W 131/4.O.C. •••••• •••• • W / i o z I •••• •••• ,,`�NAnyyM,��tA�� u �> a •••••• •• • �� t.rlaly''F. 13 1/4'D.C. • • • • 5, rn•.��, � PRODUCT RENTS c� • —• • •�;!•�)�:. ANonR mores. as461aplyia6vidvdwFlorida •••f c .. 1.SME ANCHOR SPACING AT MEAD a SILL J ERT.L INT.FALSE 01%AL AVAIL ARE BNAdiRE Clock _ J MPLIED V/SIL ICANB A�AVAILABLE A� ('/y4f,�Af{. �'t� 00 4i I 2.TWO ADDITIONAL ANCHO REQUIRED AT AS OPTIONAL. �'T J. / ••• ' LW/f I !FETING RAILS fOR UNITS VITH IIP C A 10 �/ • • f.�Ojt.�•• I ABOVE-RAILS/-rsWSF(4 TOTAL) "XOX" WINDOW - UN-EQUAL LITE �••' •• • .A NOTES, Oy _ 1.SEE VERTICAL CROSS-SECTION IETAXS'A.At,D.L BI'AT SHEET a3 yTiyb) gdp plwluct CORlrul +1jt!• - 6 2 SEE HORIZONTAL CROSS-SECTION DETAILS'C,D,L E-AT SLEET a5 La 1/4' TAPCIIN W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONG. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET V 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 112 !•o '� FOR MAX. FASTENER SPACING) 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) o 1 2. WOOD BUCK AND FRAMING (NOT BY LAWSON - NOT BY LAWS ON INDUSTRIES, INC. INDUSTRIES) MUST SUSTAIN LOADS IMPOSED v EDGE DISTANCE BY THE GLAZING SYSTEM ',tib: :.-t, M 00 y O a c ne h q I/4' MIN. •a ^ N o- �, t_- p. :P:• a,0° d d' v � '< d. xv 2X - 3�n W o a ° 1' IN. z E! EDGE ANCF Z Z p F .. t•% a 1/4'MAX. - y1 1 '/*' �! H EXTERIOR GRADE 12 SHIM SPACE A� 2X (mo•EIABED.) O dt PERIMETER CAULKING (TYP.) ij ii � N .i 15 O to O 11 i /4'MAX,EXT.GRADE PERIMETER a �i CAULKING NOTBY SHIM SPACE C) U 14 15 6 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS <TYPJ r� p (TYP.) i; ii c O w )) C i, j ~ a. 0 00 CLEAR SILICONE ADHESIVE y )� EXTERIOR BEDDING COMPOUND INTERIORAt x i =- EXTERIOR" INTERIOR jl w Y ALTERNATE DETAIL LAMINATED GLASS J� w. w tJ� w a WOOD IRAME INSTALLATION DETAIL S 4 3 14 6 J a 0 27 WINDOW INSTALLATION NOTES: Z F Z 3 ' i i� L THE WINDOW FRAME FLANGE TO BE HACK-BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGEL"A e 28 !� SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) c o i' 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO APPLIED WITH SILICONE 0000 �� $ SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • • ••• a •••• ID 2 SHEETS a4, aS, S a6. • • • WHEN THE GAP BETWEEN THE WINDOW FRAME 2A TO BUCK 01•• °�' •• " 10 32 I ` MASONRY IS LESS THAN 1/8", SHIMS ARE NOT Ai`G Ut" 0004 ` ' ••• • O 26 Ht 26 y I3 - 13 A OTE: B i B I I ANCHORS N EXTERIOR GRADE EXT. GRADE t/ �TAPCONS orRS TO BE B1APPROVED CONC.2 SMS OR WD. IFASTEAEEWS �eeDCONC., ••• • ,,,��MTu�,rt�eje. PERIMETER CAULKING �� CAULK WITH A MINIMUM OF 1 1/4' PENETRATION IN WID OR �� ,e�►w.i�_4�°_�, ::;:: •• • �� _ COW. (REFER TO LOAD TABLES FOR OUANiI*IE1•QBQUIRED) •• ••a• SHIM SPACE ;,;i�.:.. _'_'-?"• d ° e- e a- °ao . . . • bp•AQ•^ 4 1/4'MAX.. SHIM a d (TYP.) A d (TYP.) •••••• IY 1 1/4' MIN .. -1 1/4' MIN. EMBEDMENT- ! • ` A EMBEDMENT, 4• _ _ • • • - d a PRODUCFRBVISOD 0 • • • •• 0 ed 4O•< .a d d: :y e. a d d ad d a.tamplyiag whk the Florida ••••• - AnRdiog Cod. oQ �� Pf' �•.,• •` 'J .- e d- °�� .. . •� 'J - EDGE BISTANC ° ^�ceplarceNo �v1• •••• eeeiejTr �..'.•:../�.l •• • 6 OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" Cbrnrol o L ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS S TO BE REVIEWED BY BLDG. OFFICIAL (TYRI O-d BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON c A a BY DTHE GLAZIMUST NG SY IEMIN LOADS IMPOSEll G z A INTERIOR FINISH '� rn Z ,•� �c (BY OTHERS) to n o I E• P o - "�``` -..y:�.'>� `.�'� 21 23 LAMINATED GLASS '"o'• v 4 0 33 I/v MAX. SILICONE ADHESIVE 1/4' a. M MAX. 3 N14 S.M.S. W/ 1 1/4'— SHIM SPACE BEDDING COMPOUND SHIN SPACE— (TYP.) n Z y MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET M2 INTERIOR (TYP.) z° o O Q q FOR MAX. FASTENER SPACING) 2X 7 17 34 5 27 3 ° m z a ! I" (`' o 1/4' TAPCON W/ 1 1/4' C 0 MIN. EMBEDMENT INTO CONC. C 1 1/4'=MIN. .(SEE ELEVATION AT SHEET 32 p Z 0 0 EM ENT FOR MAX _ Ix _____-___= rn o _ . FASTENER SPACING) 0 0 1' MIN. --------`-- _-_- d Z v EDGE 16 — DISTANCEs I/4' 17 8 EMBEDMENT.d - a' N &!!!!!! <I<«) a t/8' MIN. OS v,��',>rvs �» ------- ---••------------ ----------- ° EDGE STAN 0 <rrr c� ---------- DI <J ) EXTERIOR WALL BY OTHERS (TYP.) 48 1q d`- ? p 0 O 4 EXTERIOR • O E%T. GRADE CAULK STUCCO OVER METAL LATH NAILED TO � - _ •�• ��%"��' R". � EXTERIOR GRADE PLYWOOD SHEATHING EXT.GRADE PERIMETER TO BE SPECIFIED BY ARCHITECT OR Gl: CAULKING NOT BY C7 (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', 1� NDi BY LAWSON INDUSTRIES, INC. TO BE APPLIED BY OTHERS 73' MAX, t1 (TYP,) WINDOW FRAME BUCK WIDTH _-.---------._.-_-----__--.----._._.---_ 74' MAX. N ---WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE { ( "OX" REMSED ) r Ym W WINDOW INSTALLATION NOTES: • •[ 30 31 • • ••• ; *000182jo 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. • • • r >E x $ B GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE •• • •• BY WINDOW INSTALLER(TYP.) gi ?. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO • ff BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK 000000 • Q • BY OTHERS (TYP.) $ ••• • 222 2 21 •0900• • • • WHEN THE CAP BETWEEN THE WINDOW FRANK AND THE BUCK OR 5 MASONRY IS LESS THAN 1/8-. SHINS ARE NOT REQUIRED. *000 ••• '40 aLYa � �i. ANCHORS NOTE: • • • • ° ANCHORS TO BE B12 SMS OR WD. SCREWS INTO WOOD, OR •• •• •• N• A C)•' .Y LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., •••••• •`; _ w _,�. , WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR _ _ • • O I • c"'( - 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLF, CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCTREVISED •••• :rGG''1! LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. bA wDhdmPlw • •2. BOTH DIE CAST AND NYLON CAM (ACKS ARE QUALIFIED o Nu � , •••• y�!FOR S ON ALL WINDOWS. � %A3. TWO 2 LACKS ARE REQUIRED PER EACH VENT. dr 1lnducr Conunl �) It 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET #2 C FOR MAX FASTENER SPACING) CLEAR SILICONE ADHESIVE PT. WOOD BUCKS q a 1/4'MAX 21 22 23 34 BEDDING COMPOUND —LAMINATED GLASS e. .o m (" o SHIM SPACE 1/4' MAX. CTYPJ SHIM SPACE d a O� +•1 33 EXTERIOR oA CTYPJ 0 -7 17 1/4' TAPCON W/ 1 1/4' R W a+ MIN. EMBEDMENT INTO CONC. Z i C3 C9 (SEE ELEVATION AT SHEET #2 o w= y 14 =_ =- -= 12 =-______ ______ �x d FOR MAX, FASTENER SPACING) m w i z 16 ° i o 1/4' MIN, p 'EMBEDMENTa O �f TMJ o a 1 1/8' MIN. ------- - -- ---- -----1 ---- —----- --- EDGE DISTANCE Z c.>: : 4 a o 208 :: wa 4 O w EXT. CRADE a x a EXT. GRADE CAULK 14 CAULK O O O O Chi co CO W I m i WINDOW FRAME BUCK WIDTH - --WINDOW FRAME FLANGE WIDTH '"XOX" WINDOW EQUAL AND UN—EQUAL LITE y g WINDOW INSTALLATION ROTES: 4 $ b 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. t GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE u BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO ••• �gq r BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK • BY OTHERS (TYP.) • • ••• -2 ••• • • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR •• • •• I ' • } MASONRY IS LESS TRAM I/D-,SHIMS ARE NOT REQUIRED. 000000 •••• > • ' St • ANCHORS NOTE: 600.40 • Ail ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR *00* ••• 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., .4 • • • aaaa1111I/111Jf� •••• ••. aaaa w•f i34� WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR �� ,,..•..,, f` CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 00 00 00 cm •••••• •• ,t0�'i•••••••�E''m iq N PRODUCT RI3VISCD • • • ' m awnplyixg wiW Dts PloriAa ^ •••• �•: f!1 Q`�: Ilui.'._CM. y� AcaplMte No �w�� •6• �I�d'7.( 6.6.6. � E �..V •6 6 6 •p ,,WJf4fJitlltttaaaa, NBA Pro Control G] DESIGN LOAD CAPACITY(PSF)-OX or XO WINDOWS +/ Pessures & Glass Type"B" Glass Te D" 2 Glass F' 3Glas Type 3 AWINDOW Ja#mb H WIDTH HEIGHT Anchors Anchors +psf -psf +psf -PSIF +psf -psf +psf -psf +psf -psf +psf -psf w m Z 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1° L) e U U 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0o'Z ". x 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 W M < .-. R 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z, R w z 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 e'"o z a g 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 2 z o 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0- 80.0 80.0 80.0 80.0 j a " 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 F 48 48 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80,0 80.0 , 80.0 80.0 ® 5 z { 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o N # 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ^ o s 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 v x 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 , 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 H m ca 72 60 5 6 65.0 65.0 65.0 66.0 70.0 70.0 70.0 70.0 - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 x 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 25 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 S 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 9 � 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 k �g 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 " 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 r 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 � 53.125 50.625 5 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 0 70.0 70.0 70.0 70.0 80.0 80.0 0.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 480.00 80.0 • •z r' 37 58 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 8 . 8011 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.00 • 74 58 5 8 65.0 65.0 65.0 65.0 1 70.0 70.0 1 70.0 70.0 80.0 80.0 4800•0 80.0 S 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 MINI 0 80.0•• b • • 37 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80. .0 0 80 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 8 0 80.0 74 63 6 8 65.0 1 65.0 65.0 65.0 65.0 1 70.0 - - + • •••y+'��' Notes I') SEE SHEET 0 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. mwmpl9a,SwithUkjlori' 01 2. STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW aldlnQ Code L� •••••• , PAIINAL (WINDOWS WITH GLASS TYPES -A. B. C. & D') 4ccepmnce No LC EDVRIStR - SIMONE • �\ ` - yy APPLIED ITH SILICBNE 3.) SILL. NI'fEl RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP FGR DP 40OVE 670.0 PSF • (WINDOWS WITH GLASS TYPES 'E, & F AND +80.0 DP MAX. �i \ •G , ( %. %�' `�\ \\ - I (+80.0 D/ NAk) • ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON �% \� .` •• • ••• ti,�' , .• WINDOWS WITH DP ABOVE 70.0. (SRE ELEVATION AT SHEET 2 OF 10) W` c+ • • • ,/��NI44•n4 ��`' 4.) WINDOWS wrrH GLASS TYPES 'A, C, OR C' INSTALLED ABOVE SOFT. - B IN THE HVHZ, THE I.C. EXTERIOR LTTE SHALL BE TEMPERED. >A m A DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-Eqat Lite 1/4-1/2-114 +/-Pressures s � - . FRAME SIZE #Jamb #H&S Glass T e"B" *2 Glass T pe"C" *2 Glass Type"D" *2 Glass Type"E '3 Glass Type"F" *3 Glass T e"G" (*2 A WIDTH HEIGHT Anchors Anchors + sf - sf + sf - sf + sf - sf + sf sf + sf - sf + sf sf o z 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 n ro co 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ^o d o 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m J 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75A 5.0 75.0 52.0 52.0 65.0 75.0 3 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w it W O � V' 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 0= Z z z 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ro s d r w 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 � o 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 � z N o 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 yg a 64 48 4 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 5 5 5.0 75.0 65.0 75.0 52. 52.0 65.0 75.0 o zo N U 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 75.0 0 0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W a x 96 60 5 10 - 52.0 52.0 65.0 75.0 65.0 75.0 52-0 52.0 65.0 75.0 a 108 60 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 cam. co A 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 8 79.5 50.625 1 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 4 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0•• •5 $ 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 •65.0 • 75. 6 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . • 5 V 75.0 • z P^ 111 26 3 11 52.0 52-0 65.0 75.0 65.0 75.0 52.0 1 52-0 65.0 7500 • 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 •8'9!(f • 796 5.0 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65r0• 75. _771- 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 5 • 75� • ``00,11....1""" OrRo rirl EVISED SeeFlorida •••••• •• p�?.••'•.•: ;?r",> Bu1lding Cudc . . . . U, �.�.�" 6•.';a. Acceylmw NO •• •• •• tV N• O;-;.• Notes * : i.) SEE SHEET 9 FOR GLAZING TYPES, DETAi4S & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW •••••• •: n _ -(WINDOWS WITH GLASS TYPES -A, B. C, & D-)- /%/ i// /%� � cPopdun Con \ 20 S LL RISj;-�IP�ONAL 4 3.) SUL WITH RESER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP '%��' '/�•" '/�� ! � APPLIED WITH SILICONE •••� � (WINDOWS WITH GLASS TYPES -E, & F') AND +80.0 DP MAX. FOR DP ABOVE •70.0 PSF • { , ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON I� 2 / (+80.0 tp jvf.) ••• y('� WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) �' �\ • • F i�I�,rI'i��NL�� I 4.) WINDOWS WITH GLASS TYPES -A, C. OR G' INSTALLED ABOVE 30FT- .•• • IN THE IIVHZ, THE I.G. EXTERIOR LITE SHALL DR TEMPERED. XOX - Un-Eouel Lte _ q DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(113-113-1/3) +/-Pressures(pso 0 - FRAME SIZE #Jamb #H&S Glass Type "B" (' 2) Glass Type "C" (*2) Glass Type"D" (*2) Glass Type"E" {*3) Glass Type "F"("3) Glass Type "G" (*2) a z � I WIDTH HEIGHT Anchors Anchors +psf -psf +psf .psf +psf -PSI +psf -psf +psf -PSI +psf -psf y 60 24 3 7 80.0 80.0 80.0 80.0 .65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M a 15 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 "o 04 w 010 4 Z m 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .o M •, 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 itj= c X 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 q z ccoos0. o 0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52-0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 cti 0 o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 or>~ 60 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - 52.0 52.0 65.0 75.0 '65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ® N 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o x 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a x 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 w 53.125 63 5 6 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 I� 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Lg 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0' 65.0 75.0 " 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Di 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.8* •� a 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 • 65a 0 75.0 2 • : x r' 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75- • < •• 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 6510 75. 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 6 .D 75.0 :•• 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 . 6 A • 76. • ,%%NrN1"rIf' 1'RODIICI'RBVDiBP �, * �3 � BuddiAgCode • • • • cz,S Notes *�: 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. EGO S K° 08 111- •• •• •• k N•• 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW �� •••••• •- _ (WINDOWS WITH GLASS TYPES "A, D, C,.&,D-) - \�� -�� /- •.(ie�m daProducl /v°I \ 20 SILL RI�ER PO IGNAL { r 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP �.�'_ �� "��' f 1 APPLIED WITH SILICONE ••• • �; (WINDOWS WITH GLASS TYPES -E, & F-) AND +80.0 DP MAX. i I FOR DP 4pBDVE•+70.0 PSF* Z� ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON LCr. i� 2 j (+80.0 WP MRX,)• ��' WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) �\ •• • ••• •• �1. * 'QP �� 4.) WINDOWS WITH GLASS TYPES "A, C, OR GINSTALLED ABOVE SOFT. •• • rffflllfpl�� IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. - XOX -6Qu°i Lit° A II N 12 X 3/4'S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS 33 19 ALIHITaA1 MULLION FLAT HEAD,PHILLIPS. h SEE MULLION APPROVALS FOR (SEE EL.EVATKNN AT SHEET i2 [TEM / PART/ REQD. DESCRIPTION REMARKS p 34 MULLION TYPE,SIZE AND MAX. FOR MAX.FASTENER SPACING AND O -=_- 'SIUCOW DPTIUNS'. DESIGN PRESSURE UMITATI MS. OP TABLES FOR pU1WTITY) I (.-7703 1 FRAME HEAD 6063-T6 ALLJ141WJM O q -- - DOW CORKING e99 (ALUM.0.078'AWT.THICK) ----- 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 1O h SCINEE-NOWWAD 5731 _-1 M OD y -{I TREHCO SPECTRUM z 3 L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM Ie) I ,600-K DEPTH NOTE:THE LOWER'PRESSURES OF - K- THE WINDOW OR MULL SHALL GOVERk�I INTERIOR 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM to ao G! o LAMINATED GLA99 cotll'031T{ON -TYPE D 5 L-7705 _ I VENT MEETING RAIL 6063-T6 ALUMINUM C,Rc N C4 [." e itRL cuss DEel�lioN DRAM uMNAIi< 'i 6 L-7707 1 VENT TDP/BOTTON RAIL 6063-T6 ALUMINUM ; v h I I/6'ANNEALED GLASS SAREX/KEEPSAFE - - 7 L-8703 I FRAME VENT JAMB 6063-T6 ALUMINUM 2 OD90'PLASTIC INTERLAYER _-_--__--'� Ny,•SDLUTIA' O p O 3 t/e'ANNEALED GLASS - RSIo•JJJ '� I 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM o o z q IAtlINATED C COMPOSITION - TYPE D ' 9 L-8702 I FRAME SILL TRACK 6063-TS ALUMINUM 'o M 0. In -_-_._- t 10 L-9705 1 FRAME SILL RETAINING CLIP 6063-TS ALUMINUM Rd 61193 Om1CROR10N BETA¢ Iil•NARR DDSCmmON 1 1 I/8'KAT-STRENGNT v GLANS __ --------^------ 11 L-7708 AS REO'D. GLAZING BEAD ( 3/e') 6063-15 ALUMINUM Tt IUlACIfE PVB \�____� vvvp�� 2 0D90'pAsrTc DtrERLAYER � - + Nr•AR'OlT' 12 FS-006 As REO'D. FRAME ASSEMBLY SCREWS ND X 3/4' P.H. PHILLIPS � E r 3 1/6'HEAT-STRENGHTEfEO GLASS If 4TN•JJ EXTERIOR GRADE--JWINDOW FRAME 13 FS-040 AS RECD. INSTALLATION SCREWS #14 SMS F.H✓PHIL.I.AMI PERIMETER CAULKING 14 L'0531 AS REO'A VINYL RULE 1/4' DIA.BULB#3033 MATED GLASS COMPOSITION - 'TYPE EXTERIOR Irml CLim D BRAD IArD1ATR to scR�TTon E2 FRAME MULLING DETAIL 15 PVS-003 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x 230' h EE� 0 L t/W)EAT-STRExmnEKD 0.ASs 16 PWS-005 AS REO'D. FIN SEAL WEATHERSTRIP .IRT w x .350' h $ATLEX/1lEEPSATE a 'Z, 2 029V PLASTIC INTERLAYER --==- � Dr•STAl1T1A• 17 PWS-009 AS REO'A FIN SEAL WEATHERSTRIP .18T w x .310'h � V 3 I/8'KAT-STRENGHTENED CLASP ' ASN' 18 L-7711 AS REO'0, GLAZING BEAD ( INSULATED) 6063-TS ALUMINUM LAMINATED GIASS COMPOSITION -TYPE P SEE MULLION APPROVALS FOR l9 PWS-001 AS REO'D. PILE @ GLAZING BEAD .187' w x .150' h [E.... MULUON TYPE, SIZE AND MAX. a C4 W nim cum DEsciumaN DRAM L"Pu7L DEscmvnoN DESIGN PRESSURE UTAITATIONS. 20 L-8706 AS REO'D. SILL RISER ADAPTER 6063-TS ALUM.- OPTIONAL � A -7-11/0-AN+EMC)G.ASS ---=u,'� NUTACItE Pva NOTE:THE LOWER PRESSURES OF r26.1 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM � `� CD ¢ 0.090'PLASTIC mTENa.ATER _ THE WINDOW OR MULL SHALL GOVERN 3 t/9'ANNEALED GLASS a �'Ge01tI' 1/4' MAX. / 12 S.O.S.X 1 1J4-L. HC 2 VENT MOLDED SPRING LATCH MOLDED NYLON I SHIN (SEE ELEVATION AT SHEET/2 L-7523 ! x LATCH LATCH SIRING STAINLESS STEEL INTERIOR FOR MAX.FASTENER SPACING) fn `� T8 ��- - ■ 2 SILT./JAMB JOINT GASKET 1/16' CLOSED CELL FOAM `1 19 1 FS-041 2 SILL RAST ASSEMBLY SCREW N8 X 2 1/4' P.H✓PHIL. _-_ - _ HC-044-1 2 WEEP FLAP 6 BAFFLE 34 -_' 262 MC- i X VEEP OPEN CELL FOAM PAD 1/2'X 1/2'X 2'L. 'SILIrIrs WTIMSi -- - WWCORNING 099 27 HC-040-1 2 SASH PULLER 6 HOUSING ■ SCHWE-NOREKAD 5731 33 e6¢0•� TRENCO SPECTRUM 2 28 HC-026-1 1 SCREEN FRAME A MESH ■ wg QAIDFB DEPTH 29 • 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. IN3ULA77iD LlM MATED GLASS COMPOSITION TYPE. A - f 4 Iiml CLASS DISCEIP71m/ 4DWIAll IAMM,"DLSCRD•I/dl30HC-OSA-I 2 VENT SWEEP LATCH NOLDEO NYLONANEAlED GLASS31HC-059-1 2 VENT SWEEP LATCH DIE CAST NOTAL\git00w FRAME NOTE:2 DADA•PLASTIC INTERLAYERLY SAFLEX PVD PERIMETE 32 L-8830 X AnchO FRAME SILL ANCHOR CLIP 6063-TS ALUMINW3 I/9•ANNEALED GLASSay'SO UTIM SEALANT 1.ALL STEEL IN CONTACT WITH 33 2 LAMINATED GLASSSeeDetAlls@L.H.ofshe t9EXTERIOR ALUM.TO RE PADITEO OR PLATED.4 1/4'INSILATED AIR SPACE - 2.METAL STRUCTURES: 34 ■ AS REO'D. GLAZING SILICONE See DetaEs @ Lli of M*i,t 9 5 VB'ANEALED GLASS 01 A)STEEL: Fy-36 KSI MIN. v35 ••• 1. (STEEL 18 GA. MIN.THICK -0.048') OPTIONAL AS REO'D. COLDNIAL FALSE MUNTIN ALW 41NUTL • z° Ri II IN3UTATED )AMINATED GLASS COMPOST ON E C B)ALUMINUM: 60&T-TS MIN. 36 SH-5504 AS REO'D. JOINT SEALANT ■ •• • •• • ITflI CLASS Dnean TmN �BRAD' IAIONATL o UM.0.078"MDI.THICK .< • -il--' (AL ) 37 • AS REO'D. PERIMETER ACRYLIC CAULK OSl iC�l�!@RNSEAI. •• i. ••�t• I I1W ANNEALED GLASS E 1 METAL STRUCTURE ATTACHMENT DWAIL •••••• • 2 a09N'PLASTIC INTERLAYER p La PVN 3 I/4'Ne"ED GLASS Dr'MpW7T' ••• • 4 1/4'INSULATED AIR SPACE - _' _= • • • • 5 V8'ANNEALED GLASS(■) 1 niv N•1• ••• ,\,\\Nyl l T , INSULATED LAMINATED GIASS COMPOSITION TYPE G ••:•• *00••• \g.,.y 9w-` �;P�v TIm1 CIAw DISCI IPTION DRAM IANDUTE DNNCRImON •• •• •• 1A♦ •{.•LL►•.' \ 1 ire'KAT-STRENGHTENED GLASS ,� _ .. 1 1lw c•. 2 ODW PLASTIC DITERLAYER p I/r PVN 000000 Q •,• �.; 3- I/6'KAT-STRENGHTEKD GL ATT __._.e__. Ir'DUPONT' _ - • '- • • •:.: 4 v4'tNSL0.ATEN AIR SPACE -- = PRODUCT REVISED 5 1/6•LAPELLED GLASS<■) I..�®._.,uw a>complying"kh"Floaa • • :•••` o ��^� .� DUiidmg CDdO _ L� �' • • J_�� <U WINDOWS WITH GLASS TYPES'A,C.OR V INSTALLED ABOVE 30FT. A",Vt•Ice No �P l ••• gp� v' IN THE HVHZ,THE I.G.EXTERIOR LITE SHALL BE TEMPERED. [i 1�y. • • • %yd �� PQ1\,\ GLAZING DETAILS AND 0PTI0NP 5 •• ' 'fffillN 4►\�`' � MmQuct q o FRAME HEAD 1sso� FRAME-77001 FIXED JAMB SILL002 1 L-7703 FRAME TOP CORNER C A •� •\ 'D o c C �co q _ i z I a0 L os1 Nob V 2,643 a,p 3�M SH.I RETAINING CUP =r y W Lj 069 ( L-8705 r yENT ion wu� s i R 0 a zbsl O 1881 eQ c O a 10 00 Z a ---1.t3f—•� ERAMF.uup k C.7 � o I 0 FRAME SILL FRAME VENT JAMB > n L-8701 L-8703 tA66 A62 O y a F ' 3 FRAME BOttOM CORNER �' yp VENT TOP CORNER MEc RNA ® y L C D O CC RRR 2.374 VENT SPRING LATCH F -I —A62 L-7530 _ _ c p a 21 \ W a x 2.643 VENT- RAIL0 03 .\ \ � o 1235 .vcNr uiac RAL 4 I x 1 Rl VENT INTERLOCK RAIL FIXED MEETING RAIL S Zgg L-7705 L-7704 O 1 L-77 04 _ VO ENT TOP/BOTTOM RAIL L-7707 O Oij1 +�IVENT 601TOM RAL lI MEETING RAIL FRAME SIFRAME SILLO i$ 2D62 SEBS 1.75—I V N TTOM CORNER 1 1 ••• •� 1 079— — �{ I . . .. .$ a pgry� t 1.SDI4 •• • •• S j Z� `4 FRAME & SASH CORNER ASSEMBLY DEW LS• ••• ? 00 0 VENT JAMB RAIL SILL ANCHOR CLIP SILL RISER • • • • i 13 LO7706 L-8830 GLAZING-71BEAD L-8706 ADAPTER •••••• •••4►�` 9 � i 1 GLAZING BEAD p_: ,Fj 32 L-7708 18 20 • • • • `•j, •• •• •• :�N• 4i•,�yT _ 500 V des 091 it •••••• •. N ~ ..1 t�50 I �0 059 Dso �T rRODIJC?RL'V1SED :066 49 aw�rn's wli9 me rY4id. • r 2.794 Uu9ding Cods //� � Aca�puna+No ��. Jam*•• I y 1235_.. —.773--1 .773 �I-"' 1 7_ •••• • ,',, df211t1 t', Q n�,m1�i nduaconlm ca . . . . . . . . . . . MIAMI-DACE .MIAMI—DADE COUNTY, 4O1�bA � ;PRt3DfiC�'GtOtV�'RO�.SL*►CTSOrt DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) :11805 SDV 16 4treet,.I;uQm108 BOARD AND CODE ADMINISTRATION DIVISION •T(?8Y)315-2390 OF(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Lawson Industries,Inc. i i • • • � � 8501 NW 90th Street l Medley,FL 33166 .. . . . . . . ... .. SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves,the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 114200/6200 Flange-Frame"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-1200-6200 Flange-Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami-Dade County Product Control Section 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, 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 automatica*terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0307.06 and consists of this page 1 and evidence 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: NOA No. 14-0908.18 MiAMi na®LINTY ` Expiration Date: August 22,2017 Approval Date: December 11,2014 Page 1 . . . ... . . . ... Lawson Industries,Inc. • • ••• • • • • ••• NOTICE OF ACCEPTANCE: EVIDENCE§ItBT�EI! • ': :•• . . . . . . . . . . . A. DRAWINGS 1. Manufacturer's die drawings and sections. •• •• •• . ... . . . . .. . (Submitted under previous NOA No. 12-030 7.06) ' ' •• • 2. Drawing No. L42004200-1201, titled "Series-4200-Z206Flange o Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "A" dated 08/18/14,prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 an arch-and a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated.03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NDA No. 12-0307.06) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a rectangular--, a circular arch- and an elliptical arch fin-frame fixed window, prepared by Hurricane Engineering & Testing,-Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09 2612, dated 09/02/09, HETI-09 2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, ' all signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 12-0307.06) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI-09--2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA No. 12-0307.06) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of a rectangular fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776,dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under previous NOA No. 03-0327.11) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-1 . . . . ... . . . ... r Lawson Industries,Inc. •• ' ' ' "' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •'• •� •• t B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC,T.AS 201-94 :'. :" •" 2) Cyclic Wind Pressure Loading per FBCI Aj J0 X. •; along with marked—up drawings and installation diagram*of a ActIngular—,a circular arch- and an elliptical arch fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz Seda,P. E. (Submitted under previous NOA No. 03-0327,11) 6. 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 along with marked-up drawings and installation diagram of a circular arch fin--frame fixed window, prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02,both signed and sealed by Hector Medina,P. E. (Submitted under previous NOA No, 02-0701.01) 7. 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 a rectangular-, a circular arch- and an elliptical arch fin-frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under previous NOA No. 02-0701.01) C. CALCULATIONS 1, Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Jaime ll.Gascon,P.VF Product Control Section Supervisor NOA No.144908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-2 Lawson Industries,Inc. • • 600 • • • 0110 NOTI_CE OF ACCEPTANCE: EVIDENCE SUBMLTTE11 ••. .: .0- . . . . . , . . .. . . . . . . . . . . . • • • 060 0 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-012917 issued to E.I. DuPQ#t pgNetnovrs &Col Inc. for their"DuPont Butacite®PVB Interlayer"dated 04111/12 :ekiUrik on;i 2/T R.16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. Dul qit�F%L*rr &Caq Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5'b Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12--0307.06) 4. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0307.06) 5. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09-2582, dated 07/10/09, HETI-09-2580, dated 07/10/09, HETI-09--2613, dated 09/04/09,HETI-09-2611,dated 09/04/09,HETI-09-2585, dated 07/10/09,HETI-09 2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 12-0307:06) 6. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HETI43-1776, dated 01/30/03, HETI-03-1777, dated.01/30/03, HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering &-Testing, Inc., signed and sealed by Rafael Droz-Sella, P. E. (Submitted tinder previous NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 12-0307.06, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange-Frame" AIuminum Fixed Window -- L.M.I.", approved on 05/24/12 and expiring on 08/22/17. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0908.18 Expiration Date: August 22,2017 Approval Date: December 11,2014 E-3 74.000' •*R]+ES-4200 6jG•FI):ED IMPACT WINDOW — FLANGE FRAME WINDOW WIDTH z 70.812• •••••• __• D.L. OPG. o � "•• AA PR�•rWII- OW ELEVATIONS (L_M.IMPACT) A 2TYP e a •••• • •• .••.•• .. _ -. rV N - 6'MAX.'TYP. - M.1 h • • AT CORNERSbVi•DOVHEIGHT + VINDOV(EIGHT Hev=naeve==e m O IOWWDGV HEI" 11 12' X. J O•• • 0 4v ! zl7ii TYP. 3 rnVIN V __—_ LEG HT. oJNO � Sr' Z Z/ C ••••• l•= In•••=T_•1 ••••• VINWV VIDTH v)NDBV VIDTH r ii N • QUARTER-RO•ND4-LFVAwON • • 7, C -- PRODUCT'REVISED + 0 • • •• _ROUND TYPICM ELEVATION ARCHED PICTURE WINDOW 3 --==J===_= ---'I,k----` Dsceawlyhlgwith(hePla" 4 N • •••• • • e ii 1� C wCode a8• w a N • • tW No 18 v o I w ,LSE COLONIAL DU CHXHir U WINDOW HOTH EXT.L INT.FALSE EDW V1NDtTv,etc„ vwmv IEIG T TYPICAL ELEVATION INRITINS ARE APPLIED v/ o L TESTED UNIT AV IABLE AND ARE ® p L_ �l I NOTE AVAILABLE AS OPTIONAL. C^ �WINDOW I MAXIMUM GLASS AREA TESTED APPLIES TO o 0 vIDrH I• vtxmv WIDTH vu,oDv wDrH GLASS TYPES: E, F, J, K AND L. - SEE tr� w �•� DESIGN LOAD CAPACITY TABLES ON SHEET 4 s 1 acq ro c HEXAGON TYPICAL ELEVATION FOR SIZE LIMITATIONS OF EACH GLASS TYPE. WINDOWS ARE LM. IMPACT h C I 0 RECTANGULAR TYP y EI NATION SQUARE PICTURE wINDDlT ELNA710N MIAMI-RADE COUNTY APPROVED SHUTTERS NOT REQUIRED cF'i N 0. � - I General Notes: WINDOW WEIGHT WINDOW HEIGHT 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH TILE REQUIREMENTS WIND11W HEIGHT OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VEIOCTPY HURRICANE 'LONE L M' VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. I vD+r (SHUTTERS NOT REQUIRED) N WIDTH WuiDw'vIDTH 2.) WOOD DUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING I o net ROUND TYPICAJ F7NATHIN WINDOW WIDTH RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 22F7 g OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIALo RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE WINDOW ELEVATION 3.) ANCHORS SHOWN ABOVE ARE AS PER EST UNITS. ANCHORS ON ALL WIDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 5 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE {� ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND o }� TO BE REVIEWED BY BUILDING OFFICIAL. 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND WINDOW NEICHr !+�v — J WINDOW NEI FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; z s LEG HT (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). t q � � 8.) WINDOWS WITH GLASS TYPES •B. C. F, OR G" INSTALLED ABOVE 301t. IN THE HVHZ. THE a WINDOW vnHmv vlDtx I.G. EXTERIOR LITE SHAM. BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT r LfCd.Q EYE BROW ELNATgN TOIJ(lOV WIDTH RESISTANCE REQUIREMENTS (FBG-2014, Section 2411.3.3.7). OVAL TYPICAL ITNATTON 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. QUARTER-ROUND FtEVATION FALSE E OPTIONAL & SETAPPLIED / 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED "a�a1��4o (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 12 FOR DETAIL & NOTES) _ 05'• •• ••'N�pR'•, ALLOWABLE LOADS FOR ALTERNATE WOOD BUCKS TO BE ANCHORED 1N COMPLIANCE WITH THE 2014 FBC CHAPTER 24, Ho u. SHAPES AS SfiOWN,CAN BE VERIFIED10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. r VIHDOV HEIGHT BY WSCRIBING PICTURE MINDOW SHAPE EE*�' .0 I WINDOW LEI VATHIN A SQUARE OR RECTANGLE,AS 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS z to ¢_ SHOW IN DOTTED LINES AND OBTAINING USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE - MA.OWA13LE LOADS FROM THOSE VINDDSHAPES FRONDED PERIMETER LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE I VVI"103704V T:•, ,I WINDOW WIDTH I FASTENERS ARE AS DESCRIBED HERON ENTIRE MULLED SYSTEM. FOR SIZE AND SPACING. 12.) SEE SHEET # 5 FOR MUILION/METAL ATTACHMENT DETAILS & OPTIONS. y� OTAeH✓r: OCTAGON TYPICAL ELLVATIDN TiuppcALI rrw-AL EI.E%Wn 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE fit! Is w PAINTED OR PIATF,D AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. A . . 414 SJfi.V/ 1 I/4• • •• ALL WOOD BUCKS ENGINEERED SEPARATELY L14 SAS.W/1 1/4•*[,IN.EMBEDMENT EMBEDMENT WTO WOOD. - .PT.WOOD 11Utl(S —IN' 016EDMENi INTO VmD. • • • L TO BE REVIEWED BY BLDG.OFFICIAL(TYP.) • • (SEE ELEVATION AT SNCH:i BI (SEE ELEVATI[W gig 1 FOR MAX.FASTENER SPACING) FOR MA%,FASTEN�k�S4AL v�x�L mm ••••• • • SMOVACE INTERIOR 1'MIN^ 10 SILICONE ADHESIVE 0 E" •NTERIOR FINISH E nlSi B - b NW BY LAVSdN 1Nd1STRiE•,iNG LAMINATEDS I/4'TAPCOH V/1 1/4• _ m Q • . » rr--------------------- INTERIOR MIN.EMBEDMENT INTO CIPS. COOING COMPOUND Z ��ryJ1I GLASS y dS ••••• -2y -'`� ..}t /," ,.,.,::, ,,• (SEE ELEVATTaN AT SHEET 41 (~il�a v • �� ""- --"""'-'- EXT. GIDE FOR MAX.FASTENER SPACINC) ••;•• CAULK m p vM q Td w Ix K ••••• j.XT.(RADE LACI(BEDDING { 1/4!MINBE APPLIED BEHINn1 IBED MIN. ExBEDPENT WjWEATHERPROOF INDW FRAl1E MNGE BY•••NSTALLER(TYP.) j "•, ---- I I/D' MIR _• �Ern. • 1EDGE DISTANCE :1 1/4'MIN. I _ _ •:••. j a m :l3 i EXT. GRADE O EXTERIOR O `a_•`•+. p FO S EXTERIOR I CAULK EXTERIOR GRADE • -✓ PERIMETER CAULKING }�+ N :F,:..' �^.*C��'i`'•ei',s:r- i1 EXT.GRADE PERIMETER O CAULKING NOT BY VINDOV FRAME WIDTH — CAULKING INPUSTR1ES'. TO BE APPLIED BY OTHERS q 1 (TYP.) O 26 I•MIN, DU SMS.V/ 1 t/a• 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO DGE DISTANC MIN.EMDEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC. E%tERfOR GRADE PLYWOOD sPIEATNIIO (SEE ELEYATIRI AT SLEET Rl (SEE ELEVATION AT SHEET DI IY, i0 BE SPECIFIED BY ARCHITECT OR G.C. FOR MAX.FASTFWER SPACING.) FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. Q xTERIOR FINISH BY OTHERS) W C NOT BY LAWSON INWSTRIES,INC. EXT. GRADE 1 1/B'MIN MUST SUSTAIN IMPOSED LOADS CAULK E..D F V �g90n FRAME INSTALLATION DETAIL 14'MIN. >•'a r: I EMBEDMENT tt1. •. . _ a. •1 1/4'MIN. D- a a e .AEMBEDMENT d: d: pa •��Wll Z 2 OL o EXTERIOR GRADE PERIMETER CAULKING SS gg a u SILICONE ADHESIVE w BEDDING COMPDLIND o s fo E EXTERIOR INTERIOR s z z WINDOW INSTALLATION NOTES: 1/4' MAX. g 1. THE WINDOW FRANC FLANGE TO BE BACK-BEDDED V/ AN EXT. SHIM LAMINATED GLASS g GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 2 TYP 10 BY WINDOW INSTALLER (TYP.) E. BEESEALEDEW/ AN PPRDVED OF GRTHE ADE CAULK FRAME 7O E�DIENT O 11 O� 3tDiia Iyfrs BY OTHERS (TYP.) EXTERIOR GRADE PERIMETER CAULKING .��j4 a .... '". • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR EXT. GRADE 11 .1 Itf MASONRY IS LESS THAN 1/0". SHIMS ARE NOT REQUIRED. CAULK +• ANCHORS NOTE: V. BY OR 2 BYd. z WOOD BUCK 'V' - .pA0QUf.T4vlSBD ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR e." e + f 1/4•MiNsrouydylTp;4Rkthe 1•loddl :a .d_' V" d ENBEDMENTg,�p„ligrbCoda —Mora/�j� p 1/4' TAPCONS or APPROVED CUNC. FASTENERS INTO CONC., :'c �.. ! DH •aADc,jM.% .de + Mora WITH A MINIMUM OF 11/4' PENETRATION INTO WOOD OR a' n - t�iYpFtnr,T1 (J1� •.a- .'i`, "' CONIC. AT 12' O.C. MAX. W MATED ED GLASS COMPOSITION TYPE H 511C-LAMINATED GLASS COMPOSITION — TYPE A SILICONE I}f� • DESCRIPTIONMUTIA - ACE • DETAIL SCHNEE.-MOREHEAD SM 5731 y - ITEM GLASS DESCRIPTIO DETAD. DOW CORNING 899 c •• _ TREMCO SPECTRUM 2 1 I/8'ANN.ORRsS _ ________ � 1 1/8'ANNEALED GLASS.-_-_ v -_= __ oq 90' SAFLE%PVB-SN O v4• 2 0.090' BUTACITE PVB-DI1PCBrT ti0• _ _ _.c. �oyB 1/8'ANNEALED%LASS — __ -=_ j - n°D3 1/8' ANNEALED GLASS '44• __INSULATYD AIF•s C•) i/ ANNEAL % ••• 5 18 LAMINATED GLASS COMPOSITION - TYPE D a LAMINATED ,1 MONOLiTFUC o&�. A � n ip•L416NATED INBFILMITED GLASS• SITION TYPE C TIE►1 CLASS DESCRIPTION DETAIL " n _-' 1 1/8' HEAT-STRENGHTENED GLASS ITEM • DB3CBA[i'Blw •••• DETAIL a. __� GLAZING STOP c 2 0.090' BUTACITE PVB-DUPONT -----_--_.. _ C L) 'ANNEALED GLASS *000 • to "_._____._. -- - - p z d _------- _�� 3 1/8' NEAT-STRENGHTENED GLASS 1 2 aJ40' ® CIRCULAR WDWS. d a ., 2 0.090' SAFLEX PVD-SOLUTIA •• © 1/4• i�. / AwuEAlfo GLASS• ' 13 32 LAMINATED GLASS COMPOSITION — TYPE E LAMINATED 3 LAMINATED • 1/4' INSULATED A&•SPACE -_"-_-� �-�`_ -- MONOLITHIC MONOLITHIC N • W 1/66'ANNEALK"TEMPERED GLAtS •� ITEM GLASS DESCRIPTION 1 DETAIL " � of • 1 3/16' HEAT-STRENGFITENEO GLASSIT 1 F LAMINATED IN D GLASS COMPOSITION TYPE F 2 D.D90• SAFLEX PVB-SOLUTIO I Jn6 _:-.c=-_-__'_ -----------'-----r- TTEM DESCRIPTION DETAIL 3 1/8'HEAT-STRENGHTENED GLASS 0,406- 1 1/8'HEAT-STRENGHTENED GLASS 2 OA90' BUTAC[TF. PVD-DUPONT �re .v4• T 7 18 LAMINATED GLASS COMPOSITION - TYPE H O -�o,,. GI-AZING DEPTH GLAZING DEPTH HEAT-STRENGHTENED GLASS '�' == = ITEM GLASS DESCRIPTION DETAIL T O t 1/P INSULATED ALR SPACE !` `= ___=_� 1 3/16' ANNEALED GLASS X16 .c_ r Z a N 11 S h)1/8'ANNEALED OR TEMPERED GLASS 2 0.090' SAFLEX PVB-SOLUTIO 'ate -------_-=a LAMINATED cs� n6• _L O 3 3/16' ANNEALED GLASS MONOLITHIC LAMINATED INSULATED GLASS COMPOSITION TYPE G t 'SILICONE OPTIONS', ITEM DESCRIPTION °SOL DOW 7 16 LAMINATED GLASS COMPOSITION - TYPE I SC NEE RMOREHEAD 5731 L 1 116-HEAT-STRENGHTENED GLASS NING 899 an6''===___-.- _ F1 ______ 2 2 0.090' BUTACITE PVB-DUPUNT ® .v4• , ITEM GLASS DESCRIPTION DETAIL_ TRFMCU SPECTRUM 2 3 1/8'HEAT-STRENGHTENED GLASS y4' ===__-- __ � 1 3/16' ANNEALED GLASS aft 6• _ _ _ 0.46s, 0�0,� 4 1/4' INSULATED AIR SPACE Imo' =--- ---_-�-� 2 OA90' BUTACITE PVH-DUPONT r__ GLAZING DEPTH 5(-)3/16'ANNEALED OR TEMPERED GLASS 3 3/16• ANNEALED GLASS {{{ '��•eeo a ~ LAMINATED INSULATED GLASS COMPOSITION TYPE L _7 18' LAMINATED GLASS COMPOSITION - TYPE d LAMINATED/MONOLITHIC GLASS g ITEM DESCRIPTION DETAIL ITEM GLASS DESCRIPTIO N -DETAIL--� TYPICAL GLAZING DETAIL _ 1 3/16'HEAT-STRENGHTENED GLASS Jn6 '-_ 1 3/16' HEAT-STRENGHTENED GLASS 3/16• 2 0.090' BUTACITE PVB-DUPONT q�'1/ c I 2 0.090' SGP-DUPONT AA90• J/16 - 3 3/16'HEAT-STRENGHTENED GLASS via• _ _ 3 3/16' HEAT-STRENGHTENED GLASS 2 4 1/4' INSULATED AIR SPACE --_ 5 3/16' TEMPERED GLASS _ 7 10 LAMINATED GLASS COMPOSITION — TYPF K Notes: ITEM GLASS DESCRIPTION DETAIL Z 2 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. ____T 4 1 3/16' HEAT-STRENGHTENED GLASS J/16' 1 jK 2.) WINDOWS WITH Ctd35 TYPES 'B, C, F. OR C' INSTALLED aAyy ABOVE 30 FT. IN THE HYHZ•THE I.G. EXTERIOR LITE SHALL 2 0.090' BUTACITE PVB-DUPONT BE TEMPERED TO COMPLY WITH TILE SMALL MISSILE IMPACT3 3/16' HEAT-STRENGHTENED GLASS RESISTANCF, REQUIREMENTS (FDC-2010, Section 2411.3.3.7). 1111/11141IIry!/� 12 . . ......... . •� q;. 'fir."•;: 'SILICONE OPTIONS' -_ `'`- '- a O 01 DOW CORNING 899CN _ _ I tb ------ ---- SCHNEE-MOREHEAD 5731 - - -- TRENCO SPECTRUM 2 - PRODUCT Iilivls"D 0 at Q IAMiNATED- LAMINATED I. .. .. OwIAInPg)C4��4/ih0iaFloiia0 2 tOQ_�'•?:"I INSULATED ILO. INSULATED {_a600'• AcseptOncO N-^ �• ��/ 'Vi , GLAZING DEPTH GLAZING DEPTH 20�� ' , ,• ` 1 ��Jtl 1111 I �liam1 D60a}}pUua Cuu�rul E' I.AMINATEDANSULATED GLASS TYPICAL GLAZING-DETAIL a P4.20,0*.621 0WUFED ACT DO MODULAR SIZES CHART-DESIGN LOAD CAPACITY-PSF 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART- DESIGN LOAD CAPACITY-PSF • • • GLASS TYPES WINDOW DIMS, GLASS TYPES A 6 C DE F G H 1 J K L WIDTH LENGTH A B C D E F G H 1 J K L -U? SDP +1- +/-D +/-CP +P OP +/-DP +/_DF' +1-OP +/-DP �%DP +/.0P lo. m.l H-DP +!-DP +I-OP +7-DP +/-DP +/-DP +/-OP +l-DP +/-DP +!-DP H-OP N•pP O 68 611 68• 65 60 68 6B C8 85 6B 19.1!8' 68 611 68 68 65 69 68 78 G5 6088 69 6s• 411iR• 85 68 6878 65 60 26.12' 88 63 68 68 66 68 69 68 68 78 65 86 00 68 69 B8 68 65 68 B8 60 68 78 6566 37" 26" 88 60 - -66 --68 65 60 - 68 66 C8 _78- 05 BBy� •68 88 6 80 Gli 68 60 78 65 86 48` 68 60 88 66 60 68 60 60 78 65 60•68 85 60 68 6B 60 76 65 88 o53118' 68 68 80 68 B5 6B 66 80 68 78 65 Go 68 68- 68 65 60 68 68 88 78 65 68 18-1/8' 88 68 88_ 88 85 lib 88 68 60 78 05 68 m p v� A ~ 88 68 65 68 68 8 68 26.12' 60 —68-- --60 66 65 68 68 68 60 78 65 66 v 8 689 69• 66 68__68 68 68 78 05 88 3 y 30' • 66• 068 66 0 65 60 68 68 68 78 85 Be 37"_ 38318' _ 68 68 68 68 65 68 88 682 88.2 78 65 B0 = ! « 46' 60 60 68 68 65 68 6ti 63.8 838 70 85 Be o • • 88 68 88 C{i 68 68 66 68 78 85 86 53.1f8" 68 60 68 B8 65 88 63.8 63.8 78 6 p z A F 47' •48" 68 66 65 68J -- 68 64.7 583 78 85 _B8 i94Ar 68 60 Be 80 85 68 68 60 60 78 65 60 i6 W= 48' 6 68 65 68 68 56 6 51 __ 70 65 68 - 00 1 o- _ • -0 - x 68 66 68 68 566 51 78 65 fib 26-1/7' 68 60 60 68 GS 68 66 68 68 78 66 6B v pl 3T' 5058• 68 68 68 68 fib 68 68 _ 66.2 66.2 78 65 X x• i0► 65 68 68 x x 78 65 68 — — — - p a N 48' x x x 68 f5 68 68 x 51 78 T85 IRi m 68 68 680 66 65 68 68 68 BB 78 531/8' x x x 68 65 68 68 x x 78 65 E8 • 6,• 068 60 68 65 68 68 68 60 78 85 se a V� o 30' 458 !� 88 68 65 89 66 _ 68 86 78 65 60 19.1/H' 88 68 68 65 66 88 Be 68 78 85 80 p Ty N 47' 80" __ x x 68 65 66 68 64.1 58 3 7 65 6B 28-12' Be 60 68 68 65 88 68 68 68 78 65 60 L0. 4B' x i �x_ _ x 68 $8 88 x x 78 65 68 3T `58- 68 68 68 88 65 68 68 x 652 78 6.5 68 48" x x x 68 65 68 68 x x 78 65 68 54^ x x x x 65 x x x - x 78 65 60 cZ7 BY x x x x 65 x x x x 78 65 BB �-1� x x x x 85 88 x x x 78 65 68 W 1 19-18' 68 80 68 68 65 88 Be 68 78 85 Zr Be 89 68 88 65 Be R6 89 80 78 65 60 ® A 0 30' 68 68 68 60 65 68_ 68 68 78_ 85_ 68 26-12' _68 60 68 68 65 60 66 _68 60 78 65 68 O' 3T' 63" x x x 68 65 68 66 x 662 18 65 68 3B' x z x 80 85 fib 88 65.5 69 78 65 68 -- — — �. 4T 72" x x x x 65 x x x 78 _85_ 60 46' x x x x 66 68 x x x 78 85 80 O 531!8" x x x x 65 x x x 8 48' x x x x BS x x x x � 7866 80 � 54' x x x x 65 x x x x 74.7 65 68 191/d' 68 Be Be 68 65 68 68 Be 68 78 65 68 60' x x x x 85 x x x x 72 65 68 28-72" 68 88 88 68 65 60 68 z 68 78 65 68 5 I 24- 68 _ 68 68 65 68 68 68 68 78 65 60 37" 74" x z x 68 65 6R Be x x 78 65 68 V' i 30• 88 - 60 68 88 65 68 68 68 60 78 65_ 68 48" x x x x 65 68 x x x 75.6 65 Be "4 3G' x _ x x 68 65 _ 66 68 64.9 60 78 65--66— 53118° x x x x 65 68 x x x 72 65 66 j I EE 47'_ 74" __x x x x 65 x x x x 78 6_5 60 191/8' 68 68 68 e5 68 68 80 68 70 85 60 00 48" x x x x 65 x x x x 756 65 68 26-12' 88 80 68 68 65 68 88_ _ x 68 .78 65 Be 54" x x x x x x x 71.5 _ s5 68 3T 74-114' x _x x 68 65 68 88 x x 78 05 80 60' x x x x 65 x x x x 687 85 Be 4B' -x x x _ x 66_ 60 _ x x x 75.2 65 68 Cn 24" 88 60 68 Be 65 68 68 68 68 78 65 68 63118" 68 68 6B - --..x., '�BS 60 x x x 7t.6 65 60 30" x x x 88 65 68 68 68 78 65 68 36• 84•• x x x I x 65 68 x _ x x 78 65 68 y o 42' x x x x 65 x x x x 78 65` 68 \ 48' x x x x 65 x x x x 73.5 65 68 Y $ 24" fib fib 88 88 65 80 66 66 80 _ 6 65 68 R W. Be. x_ x x 66 65 68 68 x x 78 66 68 36' x x x x 85 x _ x x x 78 65 68 tj $ 47' x x x x 65 x �x x x. 76.8 65 68 24' x x x 60 65 80 88 68 60 78 65 68 • 3 30' 108• x x x x 65 x x x x 76 85 6B Notes ( 1: 36' x x x x 65 -x x x x 74.7 65 60 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS 8c SBICONE OPTIONS. j 8 �j 24' x x _ x 60 65 88 x x x 78 65 68 30' 120' x )K.2•) WINDOWS WITH GLASS TYPES -B, C, F, OR G" INSfALIED 4 - x x 66 x x x_ x 7 65 68 ABOVE 30 FY. IN THE HVHZ. THE I.G. EXTERIOR I= SHALL 3s x x x x x ss x x x x 74..1 65 se DE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT < RESISTANCE. REQUIREMENTS (FBC-2014, Section 2411.3,3.7). s � J L Q�^N• •o obi`� N 3 PRODUCTREVISED 5'nl m�OpIYi08wi1h""Ond4 9: BuBdLrylOOda 0" IS 18 � = N AOaePt®ceNo .� •'I Dau . Id WIDTH AND LENGTII DRENSIONS CAN BE ORIENTED k� • ,,I,�I4rt•Ip►N 14,, w VERTICAMY OR HORIZONTALLY AS SHOWN ABOVE. �am ^Pta'"p Cmlml F Q • •••• • ••• MILL OF MATERIALS •• fael�IAIID �..�,n•.� .n•N. yrs ITE P T�•• QUANTIFY ASCRIPTION MATERIAL REMARKS _ a •�1• L-4201 :•• FQAME HFAD/SILL/JAMB 6063-T6 - ,p•■,_, e q Q •2 131 L-77dh 4 G ZING BEAD (5/16' GLASS) 6063-T6 - > •8• - L=7708•• 4 •• ZING BEAD (3/8" & 13/32' GLASS) 6063-T6 - u._ e 060 L-7708 T(21MRIt0 4••••b[ALING BEAD (7/16- GLASS) 6063-T6 - • • L-7i1R•• 4 •••WG ZINC BEAD (5/16' GLASS- INSUTATFD) 8063-T6 - ��•\�® 3 4 n a 6 L-6716•• 4 •• GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - \• �I I Z W c R • �8 X 3(�l" 2/ COONIER 0-9SEMBLY SCREWS - P.H. PHILLIPSFRAME JAM I �` d, tRA1rE slu L-42,74•• AS RE" 61KZING BEAD AT CIRCULAR WOWS. 6063-T5 - \® �� O ro�°• 9 VWS-2 4•• AS READ. 4BLAZING GASKET SOFT PVC - I • • • ASR a. GWZING SILICONE - 7 tYsa CORNER caN.cTR,KMQN WINDOWS a �1 OR SOUARr IRC NDOWS 11 PL 75. ( AS REDD. GLAZING SETTING BLOCK SOFT PVC 1/8" X t/8" X 2" �+° +WICORNERS a q a O O z 12 812-25H-357 AS REOD. "TruSeal" Duro Seal Swiggle Spacer 1/4" BLACK t/4" AIR SPACE o FRAME RADIUS JOINT FRAME END CORNER WINDOW FRAME EXTRUSION DETAILS FRAME CORNER & JOINT DETAILS ® tr Ts I^-2b43--- 310 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED �1l a 1.2a1 SEALANT AND PERIMETER OF GLAZING DEAD WITH CLEAR ~ I E+ ,062 .850040 r SILICONE A .781 TVP �1 .791 V N 1:3s e� T 1"- .773 4" 1.509 2 GLAZING STOP 4 FRAME HEAD/SILL/JAMB (5/16" GLASS) PRODUy�TREVIS4firA with sD—uplFlaiJa Q t 310 Bul p CY1d° �— Acccgan�Mo .040 I .040 SEE MULLION APPROVALS FOR .850 .850 �•2� MULLION TYPE.SIZE AND MAX. ' n DESIGN PRESSURE LIMITATIONS. ,Miami pro ua Control A50 '72 L_ —T ALUMINUM MULLION 5 =� oP TYP. SEE MULLION APPROVALS FOR TYP. .773 (ALUM.0.078`MIN. THICK) MULLION TYPE,SIZE AND MAX. .773 L- —0 12 X 3/4' S.D.S. DESIGN PRESSURE LIMITATIONS. 4 NOTf.:THE LOWER PRESSURES OF FLAT HEAD,PHILLIPS v 0 '../ GLAZING STOPGLAZING STOP (7/16" GLASS) THE WINDOW OR MULL SHALL GOVERN -- AT 12'QC.MA%. INTERIOR THE YCITHE LOWER NDOW OR MULL swills OcovERN (3/8" & 13/32" GLASS) Ir--_- 1/4H1MAx I $ z z 310 950050 33x5 r9 INTERIOR {I {{ 12 S.D.S.X 1 1/4' 1 iYP. i AT 12'O.C.MAX. TYP. NOTE: 5 .6R4 L 6 .800 I.ALL STEEL IN CONTACT WITH ,,`,"11119111111"451,r INSULATED GLAZING STOP INSULATED GLAZING STOP , ALUM.TO BE PAINTED OR PLATED. �1�� W/ / MI5 16" LANATED GLASS W/ 7/16" LAMINATED GLASS -- _ _.-_-----._ 2.METAL STRUCTURES: Q: •.i' ._.___._...... ._. ._._._._.__..._ _._. A)STEEL:Fy=36 KSI MIN. 050 i _____ _ _ (STEEL 18 GA.MIN.THICK -0.048•) 4u N 0 TYP. ___ _ B)ALUMINUM:6083-T5 MN. W (ALUM.0.078'MIN.THICK) N H 808 EXTERIOR WINDOW FRAME PERIMETER WINDOW FRAME 1 F SEALANT �' I� EXTERIDR GRADE � EXTERIOR E 1 y1 8 .466-" PERFI ETER CAULKING i (A . ... GLAZING STOP (CIRCULAR WDW.) FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL fooffs; .1 1 411 Fa - a • • • • • • • • • • • • ••• • • • • ••• MIAMI•DAUE CITY JIIAMI—PADT COUNW .. ° PIIOl?M*T CPf9$oLJWCrf :. DEPARTMENT OF REGULATORY AND E R) : ;18p5 VW 2Q Sae4,4joom 2Q8 BOARD AND CODE ADMINISTRATION DI SIO T(786)315&2590 F(78M 315-2599 • NOTICE OF ACCEPTANCE wWsy.miamldade,eov/econanv Lawson Industries,Inc. •• •• ••• •• 8501 NW 90 Street •" " Medley,FL 33166 .. . . . . . ... .. h�eynmiaterials. COPE: his NOA is being issued under the applicable rules and regulations governing the use of construction The documentation submitted has been reviewed and accepted by Miami-Dade County RER-roduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority aving Jurisdiction(AHJ). his NOA shall not be valid after the expiration date stated below, The Miami-Dade County Product Control ection(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right have this product or material tested for quality assurance purposes. If this product or material fails to erform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may mmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 113200"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 01 through 07 of 07, dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 dates may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in..its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-1217.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MfAM4DADE GOUN rY '�, NOA No. 14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 �` Pagel . .. .. . . . .. .. . Lawson Industries,Inc. "' NOTICE OF ACCEPTANCE: EVIDENCE SUBAMTEDD . . . . . . . . . . . . . . . . . . . . . . . A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subtttitted under NOA No. 08-1020.08) 2. Drawing No. L3200-0801, Sheets 01 through 07 of 07,titled"Serids:'3200 Outs*14g" Impact Casement Window",dated 07/27/08,with revision "C"dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami. glass w/PVB laminate by DuPont, Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HETI-08 2131A, all dated 07/10/08, signed and sealed by Candido F. Font,P.E. (Submitted umler NOA No. 08-1020,08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 . 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Lami, glass w/ PVB laminate by DuPont, Test Reports No.'s HETI-08-2099B, HETI-08-2100, HETI-08-2101,HETI-08 2102B,HETI-082097B,HETI-08 2103B,HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125 and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font,P. E. (Subiititted under NOA No. 08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos,P. E. (Submitted under previotts NOA No. 12-0127.21) 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624,02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co,,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. Jaime D.Gascon,P.E: Product Control Section-Supervisor NOA No. 14--0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-1 r % .. % .. Lawson.Industries,Inc. • • • • • • • • . . ... . . . . ... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • •• . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . E. MATERIAL CERTIFICATIONS(CONTINUED) 3. Notice of Acceptance No. 144423.17 issued to Eastman Chemical 4'oinpRn �( f1� •• ••• for their "Saflex Clear and Color Glass Interlayers" dated 06/09 L4„expfripg:ph •. 05/21/16. ••' : : : : :•• ••' F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14,signed and sealed by Thomas J. Sotos,P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for•`profit corporation, active and organized under the laws of the State of Florida, ,dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J. Sotos,P. E. (Submitterl under previous NOA No. 12-0127.21) 4. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Thomas J. Sotos,P. E. (Submitted ander NOA No. 08-1020.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-08-2099A, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-2097A, dated 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08--2131A, dated 07/10/08, HETI-08-2099B, dated 07/10/08, HETI-08-2100, dated 07/10/08, HETI-082101, dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETI-08-21028, dated 07/10/08, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 07/10/08, HETI--082104, dated 07/10/08, HETI-08-2105, dated 07/10/08, HETI-08-2106, dated 07/10/08, HETI-08-2125, dated 07/10/08 and HETI-08-2131B, dated 07/10/08, all issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Candido F. Font,P:E. (Srrbirritted crfrder pl•evioars NDA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series "3200 Outswing Aluminum Casement Window - L.M.I.", approved on 03/06/14 and expiring on 03/04/19. Jaime D.Gascon,P E Product Control Section Supervisor NOA No.14-0908.20 Expiration Date: March 04,2019 Approval Date: November 27,2014 E-2 ANCHORS, fp f 2• (A> 3 AT FRAME HEAD ptAx.oA.) (C) 3 AT FRAME SILL tj[�,�-(/ e' ( —ANCIi(IR CLUSTER ANCHOR CLUSTER (D) 5 AT £A. FRAME 'AFtB �-/ \A� ( '7!TTM�P�AiL�� ANCIRIRS, SEE DETAIL N4 AT ANCHORS- SEF_ DETAIL 44 AT CORNCRS) SHEET 7 IIF "7 SHEET 7 IIF 7 CA) 6 AT {'BANE HEAD (FRAME SILL iYPICAU (A) 6 AT FRAME HEAD (FRAME SILL TYPICAL) o e.( <C) 6 AT FRAME SILL (C) 6 AT FRAME SILL (D) 4 At EA.FRAME AND' �7 PAICLLAL (D)'4 AT EA. FRAME JAMB' 8' (TYPICAL —► '/ �— 38 A (uAx.CORNERS) 38 A Al (uoLl ) 35 n. d Me. 14.0y pth Al A Al `\ I 305 a' oo '- / / n \ 5/8 roo --Mair.` xr O-WidtFi._.._..... ^ __-_. ...__. m ==:Mox1`D:6.0.1 r-'-----. ip V) 4 C - a D i �:cd L of d., J i 3 .$a -apen. O 1 4 6 m 1 J A BI IN -)4' 4' �-B' 11 Ixed Bracket g' O B -_ ' 11 4' 25.0 W/ 6 INT.FALSE CUlQt1AL -)""' ( L�I �'0•C•( •) of 8"from end. ; i l �- ta9/TINS ARE APPLIED V/ 37' 74'— (Typ. at aD Fixed 7q• AV ILABLESIL E AND ARE WINDOW FRAME WIDTH WINDOW FRAME WIDTH Ute Comers) WINDOW VRAMF. WIDTH AVAILABLE AS�TIQ(AL "X" ELEVATION "XO" ELEVATION — (OX reversed) "XX" ELEVATION ExT.I A FALSE COLONIAL (LIMITED TO LOADS ON SHEET 5 OF 7) (LIMITED TO (AADS ON SHEET 8 OF 7) (LIMITED TO (AADS ON SHEET 6 OF 7) yi TINS ARE APPLIED ND I�W/ AVAILABLE AS OPTIONAL. SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Notes: • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE DUCK OR 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT ANCHORS NOTE: IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE ANCHORS TO BE R12 SHS OR WD. SCREWS INTO WOOD, OR BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITII 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 3.) ANCHORS SHOWN ABOVE ARE AS PER TFST UNITS. ON CENTER (D.C.) CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & S. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE PRODUCTRUVISED ENGINEERED ON A SITE SPECIFIC (ASIS, UNDER SEPARATE APPROVAL AND to cau,Plyingwid.the Flotilp TO BE REVIEWED BY BUILDING OFFICIAL Uandlar,Ctdc ,��f„• ��•i�� 5.) SEE SHEET g3 FOR BILL OF MATERIALS AND DETAILS. �c Yptrn W Nn a{�T� • ••• 41.r1!iu;dpn/.Ww- �p A • 8.) SEE SHEET #5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR •• 'i � •• • �/ • MAX. DESIGN PRESSURES. BY— « =titiL�• • • 7.) WOOD BUCKS 1N CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED JypgIT�41Gy'm<tucr Cmvr� y 0000040 (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET p2 FOR DETAIL& NOTES) THS !.RNGIN - ReN.YW=" �� 7A 7 • • • PItOP$931 ENGINfiEB. A RereM to Co r 2010 FtIC 1�9'/ 9y01 N.W. d sib•• 0.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO PL 0:65225 •••• YEOLEY,iL�RIDA 331tTb CONTACT WITH OTHER DISSIMILAR MATERIALS SHALT. MEET THE REQUIREMENTS - _ e.Renard mM Ridto cMN 5 e e ef 7 �U I C. • �R No. 3S3 696-8660 _ OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2326.2 -— • •••• ( •) ••• -9.)EXT. & INT. FARE COLONIAL MUNTINS ARE OPTIONAL&AND ARF.APPLIED W/SILICONE -"""? _ C.R.vi..d to Com r 2014 RIC YANtlPACfriRBR OP Q ALUY/M/Y IIfNDOIIs WD CLASS DOORS s..,.ne,� iw ra.� s.r.yuodr rm•x./e..,K.p IV�•'• 4Fi 10.) FRAME 3111.ANCHOR CLIPS TO DE MEASURED FROM THE 1N3(bE EDGE OF THE WINDOW FRAYSN0AASSEM�Y AND TO BE LOCATED WITHIN A +/- 1/2"TOLERANCE. .',.''�D,vr„dr w4 Series: 3200 Otltswln impact TOTAL.OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. , �'�_ N. ERAZO 7/E7/a9 er : � P `• ll.)SEE SHEEP N 4 OF 10 FOR FLANGE PERIMETER CAULK/INSTALLATION DETAIL. L N ERM / /14GENERAL NOTES &0)d'�'�OVtD ELEVATIONS (X, XX, XO or•OX12.) EXT- & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL&AND ARE APPLIED W/SILICONEeu t,,.,o- iW.: n.o,.e MJ,nns.X.,M,r: • P.a•tw uumeer� i mow:• • DATE_-_--- c CASEMEW3200-MOA-01 7p0�pQOt Z aF v • • • • • 3 1 5/32• ALL P.T. WOOD BUCKS t 5/32 1/4' TAPCONS W/ EDGE ENGINEERED SEPARATELY EDGE B 14 S.M.S. or WD. SCREW W/ 15/32• - o _ t 1/4' MIN. CONC. DISTANCE & TO BE REVIEWED DISTANCE l 1/4' MIN. WOOD EMBED ° EDGE ° o :-;•a:�-• •�P;_' DISTANCE _ ALL WOOD BUCKS EMBEDMENT BLDG. OFFICIAL (TYP.l•,;.• v 43 ';.�'- °'• °'T' ° ENGINEERED SEPARATELY ° ° 47 Nwl e�eED.) STUCCO `'�'!, ,v;; _; °:i. — - L 70 BE REVIEWED (BY OTHFRS) 43 BLDG. OFFICIAL (TYP.) STUCCO .Th• v METAL LATH ;.�( ...�. , i;.o o. 0 43i,;.,.i.:. (BY OTHERS) '� o' o S STUCCO .:.Q"'___: ;'r ro.-a•.;.; 4 1 t/4• (BY OTHERS) 50 47 1 1�4' i.^.?'1:'yi,? 5O (MINI. EBD. 2X WOOD BUCK (MIN.E aeeo. ANCHORED TO CDNC. ••+ 1/4'MAX. 'i 7 "r TO BE P.T. CTYPJ .�. SHIN SPACE PERIM, CAULKING-- BY OTHERS 2X WOOD 15 17 (TYP.) i7 EXTERIOR GRADE u; 17 BUCK (TYP.) PERIMtAE"R CAULKING 1/4' MAX. 15 BY 0711ERS 1 ALL WOOD FRAMING SHIM SPACE j (TYP.) ENGINEERED SEPARATELY Al i5 __ 1 & TO BE REVIEWED 1 24 1 H ' BLDG. OFFICIAL (TYP.) OA 17 11 16 16 16 5if 5 j 5 r - 21 18 42 r 12 16 48j. r v_^ EXTERIOR INTERIOR z EXTERIOR INTERIOR _ = EXTERTO j INTERIOR r r 13 1. 14 St 4 i 13 a 14 51 Z GLASS > > na 12 16 48 - h 13 a� an 12 16 48 18 49 m 42 30 > t>a 28 6 21 _ 25 21 18 21 16 16 16 OB124 27 17 40 - 17 17 18 15 10 is ' — 29 10 29 so 1/4' MAX. 17 .[SHIM SPACE ...... 17 — 1 17 Ill t/4' MAK' EXT. GRADE EXT. GRADE ..:....:.: �:..... � , -- - �•..,_..�... SHIM PERIM. CAULKING 15 PERIM. CAULK1t4G -- _ -- -- (TYP.) -- _'-- - -- -- (TYP.) - --f 23 26 2X WOOD "k'•(+'. •i:�:.F->`, ea : BUCK (TYP.) (x/W.EMBED.) STUCCO - 4 n j:: 50 e. s D. So EXT. GRADE (BY OTHERS):.;".:": -`'. d: ° (MIN.E4AED.) 's.'r)i PERIM. CAULKING ••• ' •t. _ n. 44 i 'si 44 (TYP.) 44 h IX or 2X-1 P.T. WD, BUCK ` METAL LATH, STUCCO Z z 3/4•EDGE"AWE• •• • • 2 3/4•EDGE DISTANCE AND EXTERIOR GRADE ^ " 2 2/4'EDGE DISTANCE • • • • SHEATHING (BY UTHERS) THO '3 B, PROFBS AL'ENGIHERR _A.Rerisea to 0—ply• 2010 FRC • • • • • WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR . -; "-�'• j, 8501 N.W. MASONRY IS LESS THAN 1/8".SHIMS ARE NOT REQUIRED. i - - o.Renewal and Re;6F to sheet 5&0 of 7 r .••••PH N.. 6"-86 -� INDUS R C. PN No. (�)698-86ft - - - - YRODUCI'I(DVISfiD -C.R.+eeed to w 2014 FBC YAND/ACNtIEII bfi AWYlNOY A! O aLSS DO ANCHORS_PIQs a+cnutPlyiut;t»Ut1it=;71otLS0 r� ce n<e cal.s=•w s.1.vr.e c n«.mn..rr n R.wu•e: • );uOAtng cult /1G•/C+ Na ASSEIADL •71tq• J2oa • on-a/ ANCt10RS TU BE YtR SMS OR WD. SCREWS INTO WOOD, OR 'VVCC�j L��.J �� °iq y,,,,,,,. • • • 1/4' TAPCONS 0r APPROVED CONC.FASTENERS INT❑ f,(INC., t%1='Sl° 11mc _(X.lZp2� _ N.ERAZO 07/87/08 Series: 3200 Oi&W• pg Tmpac�.CiLsement.�' WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR '�. } ( °n4ie°k Oeu RiAidi/ VERTICAL C� TIONS, DETA�,S k NOTES • .n.•,�'�-_. - N.ERAZO 08/28 14 • _. CONC. (REFER TO LOAD TABLES FOR OUANTITtES REQUIRED) ,1ts:..rd Tt�sw),u11.,a Glalwi AMa•e a..o st.m Aweel Ibl•..+w•xe..4..: • sn•MwF'J.3200,0801 ,meb: DATE__ "" c CASELEHf32a0 OBRA-01 • •13200 j1801 7 STUCCO OVERALLFRAML W (BY OTHERS) --PERIMETER CAULKING EXTERIOR OVERALL VENT WIDTH 3 15 18 7 8 18 15 DAYLIGHT WIDTH_ 39 7 18 1$ 50 9 21 12 16 4812 16 48 21 4 m 13 13 i 43 GLASS GLASS < 43 H FIXED VENT OPERABLE VENT — 14 51 51 14 0 TAPC 1 14- TAPCDN (ui . Man%) 18 18 t i rS-- —16 O 20 (MIN.EMBED.) INTERIOR 42 9. a- 47 17 t1 17 16 16 16 17 17 47 D1 E� 17 �= O ALL WOOD BUCKS ENGINEERED SEPARATELY ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) STUCCO RLDG. OFFICIAL (TYP.) OVEBALL F WIDTH P.T WOOD BUCK NOT BY LAWSON IND. (BY OTHERS) MUST SUSTAIN IMPOSED LOADS 1/4'HA)L PERIMETER CAULKING .. SHIN SPACE R VENT WIDTH -' •PERIMETER CAULKING ♦ .,. it Y\ .'. Z.. h 15 18 7DAYLIGHT WIDTH 8 37 18 15 3 21 15 18 8 EXTERIOR 36 EXTERIOR 21 12 12 16 48 21° w P 13 GLASS - 43 -° 34 43 . 3 43.- ° GLASS v 6 = 35 W ° - t! - OPERABLE 174' _ 1/4' °TAPCDN — 14 51 (Mti+. 1 �.) n TAPCON 14 51 18 (ABN.IEMBED:) INTERIOR MIN.EMI 18 35 2 P 1 2 � 2p, o -h 42 42 41 v t 11 1 INTERIOR 47 17 21 17 16 16 17 47 ° 47 21 17 LJ 1 17 16 PRODUCT RG VISBD _ la•w.>< _ - —ALL WOOD BUCKS SI Mllllll}'10$"'id,III.I•IMIt a v. SM1N s"'�O 3 v. ENGINEERED SEPARATELY 1) IdionC-;i • •f^ n� & TO BE REVIEWED A.ceylancuNo IStc{loiiDat 9/ • •i• BLDG. OFFICIAL (TY4) � • yt��f 20�,`� • .4;w1i1!talo i't06t(1(:ollkol�•• • THO � �� R•Naan xw.r • PaoaesSF •ENOINRBE'•, A.R•�we t. 2010 FW T ® [�/j��/� • • • •gp y • .li 66226-.'-: .LJl X I I ��N uEDD1.EY,wF�.QR�A'��6 WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR R.Ranwa and RMeion to ehwt 5 R 6 of 7 •• •••• 36 MASONRY IS LESS THAN 1/8 SHIMS ARP,NOT REQUIRED. ,;. (SST -CJSTRI _ J•NC. • •PH No.( 5)696-8e60 ANCHORS NOTE: — — C.R.,A d to Co :/2014 FRC YANUPACTURRR 6j WW4ff WMIMVM CLASS _ nw Cw. ven cwe evw C•eye.F r...../xw.e lc..w R.�n P • r ASSEYBI• AAMN�AI 3 - 1 ANCHORS TO BE 012 SMS OR WD, SCREWS INTO WOOD. OR - I.�. t�,N,sW n.a Pmwu • • • 3E;meht• 7jljIQW i/4' TAPCONS tu• APPROVED CONC. FASTENERS INTO CONC., �"V N. ERAZO o7/27/OB Series: 3200 Owl swig Impact. WITH A MINIMUM OF i I/4' PENETRATION INTO WOOD OR N 6RAZ0 taa /t� HORIZONT4,gg,"—SECTIONS. WTAILS k NOTES.• CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRrD) s S - - 3 1 t : R•N•len t•wh 9!•N: P••+u•t RJ••••1'•A • • RAiWb AL..�rrr: SAnt • c cCSEUMT32F1rtrt0a-0WOA-o1 • •L32OQrOBoi •••i9F 7 • • LAWSON SERIFS: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST TAWSON SERIES: 3200 CASEMENT WINDOW - DILL OF MATERIALS LIST ITEM /DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS ITEM I DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 1 L-3001 LII-118 1 FRAME HEAD 6063-T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE 2 L-3002 Ul-115 1 FRAME SILL 6063—T6 ALUMINUM - 42 1 X VENT 5/16" INSECT SCREEN — OPTIONAL ALUMINUM FRAME 3 L-3002 U1—115 2 FRAME JAMB—HINGE SIDE 6063—T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 4 L.-3002 LB-115 2 FRAME JAMB—LATCH SIDE 6063—T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CUP SCREWS x!12 X 1 1/2" PH SMS 5 L-3004 UI-119 2 VENT TOP RAIL 6063—T6 ALUMINUM 45 SM-5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT • 6 L-3004 I LII--119 2 VENT BOTTOM RAIL 6063—T6 ALUMINUM 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 UI—I 19 2 VENT SIDE RAIL—HINGE SIDE 6063—T6 ALUMINUM 47 L-3007 UI--164 I X ANCIfOR FRAME HFAD/JAMO SHEAR PLATE 6063—T5 ALUMINUM (3" L.) 8 L-•3004 UI-119 2 VENT SIDE RAIL—IATCH SIDE 6063—T6 ALUMINUM 48 L-3009 LII-159 AS REDD. GLAZING BEAD — 7/16" 6063—T5 ALUMINUM 9 L-3003 Le-116 AS REO'D. IN—POST 6063—T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW y8 x 1 1/4' FH./PHIL. SDS 10 L-3006 LII-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063—T6 ALUMINUM (3" L) EXT. GRADE BACK BEDDING 50 8 X POST IN—POST ASSEMBLY SCREWS #10 X 1 1/4' PH SMS 11 L-3005 UI-113 AS REQ'D. FIXED LITE MOUNTING BRACKET 6063—T6 ALUMINUM (3" Q WI BE APPLIED BEHIND 51 DC-899 AS REDD. GLAZING SEALANT - SILICONE • 12 L-3010 LI1-7708 AS RF.QD. GLAZING BEAD - 5/16' 6063-T5 ALUMINUM WINDOW FLANGE BY -------- ---- - INSTALLER (TYP.) ALL WOOD BUCKS 13 L--7531 L-7531 AS READ. GLAZING BEAD BULB VINYL PVC VINYL 2X WOOD ENGINEERED SEPARATELY 14 SM-5731 AS REOD. GLAZING SEALANT - SILICONE FACE CAULK & TO BE REVIEWED BUCK (TYPJ 15 L-3012 LI-110 AS READ. WEATHERSTRIPPING - FRAME/VENT PVC VINYL BY OTHERS(TYP.) BLDG.OFFICIAL (TYPJ 16 L-3011 Lit-133 AS REQ'D GLAZING BEAD 11/16" LAM./INSUL. 6063-T5 ALUMINUM 17 L-3013 12. CORNER KEY PER FRAME k 12 S.M.S. or WD. SCREW 18 L-3013 8 CORNER KEY PER VENT • - a W/ l 1/4' MIN. WIIOD EMBED 19 L-3013 1 4 X POST CORNER KEY PER IN-POST / _ 20 8 FRAME ASSEMBLY SCREWS #10 X I- PH SMS MIN1/4- .EtABEDJ _ 21 6 VENT ASSEMBLY SCREWS /10 X 1 1/4_PH SMS WINDOW FRAME ----- 22 2 X VENT 4 BM 90' ItlNGES - STB. & H.D. a - _ 23 2 X VENT 4 BAR 45' HINGES -- STD. & H.D. - EXT. GRADE BACK BEDDING 24 AS READ. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL. B EXT. GRADE PERIMETER TO BE APPLIED BEHIND CAULKING NUT BY WINDOW FLANGE BY 251 X VENT VENT OPERATOR - DUAL or SINGLE V - - ----- 'LAWSON INDUSTRIES', INSTALLER (TYPJ 26 4/OPER. OPERATOR MOUNTING SCRUMS /10 X 3/4" F.H./PHK. SDS TO BE APPLIED BY 27 l/OPER. STAINLESS STEEL "C'TRACK • _ OTHERS (TYPJ gg 2/ TRACK TRACK MOUNTING SCREWS #8 X 1/2" F.H./PlllL. SDS "� �• `EXTERIOR GRAVE 29 1/ OPERATOR STUD BRACKET CONNECTOR STUCCO OR EXTERIOR FINISH PERIMETER CAULKING O BY OTHERS (TYPJ BY OTHERS (TYPJ 30 ___ 2/ BRACKET STUD BRACKET SCREWS �8 X 1/2' F.H./PHIL SOS 1 1--METAL LATH, STUCCO 31 1/VENT_ LOCKING MNDLE �- 1/2- AND EXTERIOR GRADE SHEATHING (BY OTHERS) 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10--32 X 3/8" PH MS FRAME PERIMETER CAULK DETAII, 2 WO011 FRAME INSTALLATION DETAIL 33 1/VENT LOCKING MULTI-POINT BAR SUBSTRATE. 1'RODUCFRkVISI3D 34 1 X LOCK POINT TIE BAR NYLON GUIDES SEE MULLION APPROVALS FOR xswmnlyiillgvri0111�o1'lerida 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS 8 X 1" PH. PHIL. B CONCRETE OR MULLION TYPE, SIZE AND MAX.Lni!dine,CoAe /}(� �j p / P.T. WOOD Al"'.ocn{Vo -f'�CJ. 38 1/ LOCK KEEPER (ST. STEEL) BY DTFIERS (TYPJ NOTE DESIGN PRESSURE UMITATIONS.�IJ �JJa�r 2I THE LOWER PRESSURES OF f. . - 37 2/ KEEPER KEEPER MOUNTING SCREWS 17 FIXED, CASEMENT WINDOW. OR 38 L-3014 4 SNUBBER 6063--T5 ALUMINUM MULLION SHALL GOVERN. Mfa;::.>:':�I:T,ud!�:!LLnlrol� _ --- 39 1 12/SNUBBER ISHUBBER INSTALLATION SCRf"WS (f8 X 1/2"PH SM.S 1/4' MAX. 0 RMMn Neau SHIN PRO NA1.$NOINBIiIt'i A.ReN•M to Compy NI 2010 FBC 1 ��l N.::::•••• .'FI. tsa26' ^.:,�;. - L r V" �( v • •8501 N.W.90 ST. 12 S.M.S. X 1 1/4"L B.Reneenl and Revision to elroet 5&6 o1 7 •••• MEDLEY,jl�I 66 ,:r. — - �IN77- USTI J S NC. PH No.(305)" %. -4--z!-_- SEE ELEV. FOR SPACING 4 :ar.. C.RMxd to Compy r/2011 F8C MANUFACTURER IAUALIM ALUMINUM AfAVO/•AND CLASS DOORS• .!d •O :4•::�'s•.l 1/{' _ Drar Clau WI CWu HN hdWR• YN4 aGC RwA,fan Ass •AIrA(f11 3205• RI{M ae-ol ••••• O 1 3/3Z' PERIMETER VRNOOW FRAME -�' °""°"Ay NT N. RRAXO °Ni o°7//zi/o6 Series: 3200 Outlel;iift Impact•Casement Winnow DISTAi tE `�A A.ws.a M A.1.A.w.a. t••••• N.ERAZO oa/z6/la HILL Oli N�'f�RTA1S IdST•DPW DETAILS • • AiTERNATE ANCHORING AT SILL. MULLION AZrACHMENT DETAIL �1 �-�jA1T..^ A,Wlee lw•,L 1<•G: �._-.l•edrN R/rew<.A1•Wr RuA R..t DATE---_ ZSJ c u�EUErrta2oO-omsw►•1 "366 0801 ••••GF x • • • • • •••••• Lee% • • 0 • • 5 IB LAMINATRO GLASS COMPOSITION - TYPE °�"- 12 __ ' .-_ .. � `- :. .=>:-•f1aneFrarne,VlfindowGiazedWith - ^" �'•� ITEM DESCRIPTION DETAIL -_ _ 3200 Impact Casenwnt Window __ Glass Type"A" Glass Type"I3" Glass Type"C' Glass Type"U' Glass Type"IT' 1 1/8'ANNEALED GLASS __ 0.090'PVR INTERLAYER A 13 COnf UfAt10n:"X" 6H6"Annealed Class bHe"HS.pass-PVB 6116"HS.pass SGP 7/16"Arnaaled pass 11H6"Arnaalttd Glass 2 Size width Wight Anchors DP+ DP(-) +-_ P) (+) DP(-) DP+__(-) DP(+) -DP(-) S... PVD by DUPONT°r` ' ___ 9 __ i softex Pve by Eo°tnon cnrn!ca co. °1�' _ ____--= C[MB (in) (in) HeadIS111 Jamb psf psf p5f psf psf pa p>sf psf psf sf __. - - 3 1/8'ANNEALED GLASS 12 19.125 25 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 13 19.125 36.375 2 3 59.0 59.0 70.0 82.0 70.0_ 82.0 70.0 73.0 _ 70.0 73.0 6 IB_(AMINATED GLASS COMPOSITION - TYPER 14 W 14 19,125 50.625 2 4 59.0 59.0 70.0 62.0 70.0 82.0 70.0 _ 73.0 70.0 73.0 ITEM DTscmT10N' DVML ►.y 15 19.125 83 2 5 59.0 %0 70.0 82.0 70.0 820 70.0 73.0_ 70.0 73.0 9/16 to 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 820 70.0 1 73.0 70.0 73.0 1 1/8'NEAT-STRENGHTENED GLASS GLA INC, ITE 2 0.090'PVD INTERLAYER + __ H32 26.5 26 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 -73.0 _ _70.0 73.0 .xin S.Elex PVY by EestCh-1-1 Co. "'� '-- 6/18_laminated U H33 28.5 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 __73.0 70.0 73.0 3 1/e•NEAT-STRENGHTENED GLASS 48 00 H34 26.5 1 50.625 3 1 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 _70.0 73.0 5/16LAMINATED GLASS COMPOSITION - TYPE C 13 O H35 28.5 63 3 5 59.0 59.0 70.0 - 82.0 70.0 82.0 70.0 73.0 70.0 73.0 Me 26.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 ITEM DESCRIPTION DIITAIL U 22 37 28 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 1 1/8' INT-STR£NGHTENED GLASS -' '--' 23 37 38.375 3 3 59.0 59.0 70.0 62.0 70.0 62.0 70.0 73.0 70 IN 2 OA9O' TERLAYER .0 73.0 A J -- - --- SentryGlos.Intert°ye.•by DuPont '�' - _- 24 37 50.825 3 4 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 3 1/8'HEAT-STPEN6tnENED GLASS ( ° 26 37 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 26 37 74.25 3 5 59.0 59.0 70.0 82.0 - 14 2020 24 24 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 9/16 >- 2030 24 36 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 _73.0_ _70.0 73.0 7/18- LAMINATED GLASS COMPosM-0-I-- TYPE 0p GLA ING ITE 2040 24 48 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 - 70.0 730 TTEM DESCRIPTION - DETAIL 7/16" Laminated 2050 24 60 2 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0-V-.70.0 73.0 1 3/16'ANNEALED GLASS _ M'' 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 -_70.0 73.0 2 0.090'PvD INTERLAYER , � 16 t3 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 730 S.et.x PVD by E.stran Chr k.l Ca t e.W LU 2630 30 36 3 3 59.0 59.0 70.0 62.0 70.0 820 70.0 73.0 70,0 73.0 3 3/16'ANNEALED GLASS ttj 2640 30 48 3 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0__-70.0__ __ 73.0 U 2650 30 .60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0_ 70.0 73.0 -- - J 2660 30 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 11 16 LAMINATED GLASS COMPOSITION TYPE H' ITEM 01MRIPTION OerM1. - --- -- - 2820 32 24 3 2 59.0 59.0 700 820 70.0 82.0 70.0 73.0 70.0 - 730 2830 32 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 1 1/8'ANNEALED GLASS Q - - 2 0.090'PVD INTERLAYER =___=-_- =1 14 0 2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.6 73.0 Soilrx PVD by Eastmn Cnenlcat co. ,,,. E 2850 32 60 3 5 59.0 59,0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 3 1/8'ANNEALED GLASS '-_ -- .- 9/16 2860 32 72 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0_ _ 73.0 70.0 73.0 4 1/4'INSULATED AIR SPACE :im -_ ____:_-_� GlA/ING BITE 3020_ 36 24 3 2 59.0 59.0 70.0 620 70.0 820 70.0 73.0 70.0 730 5 1/8'ANNEALED GLASS 0a.a 11/16" Laminated/Insulated 3030 3s3 3B 3 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 730_ 3040 36 48 3 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 LAMINATED GLASS TYPES GLAZING OPTION 3050 36 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 DETAILS 3060 36 72 3 5 59.0 59.0 70.0 82.0 1 - PRODUCiR VISED nx w1QtlY41%will,it.Flroida H"iidiuU CMlc �} L•y:irel!o1yJa!+_- C3CJ.. •••••• vinn9Lad�4x0dOctCwmol '• • • • SoTos Fn4Mr°F"bc PROY8SSIO u ENGM&k A,ReN.ed to C-,II, 2010 EDC T ® [�/j[Q/� • • /]]��/T • • • .P LTC./.65226-.. .L1 g 7 I S O V Y MEDLEY.Ve I K-SSIb 501 N.W R.R.nerrol and R.Ksian to eMet 6 of T N 666555 66 ' t •.�.•�•-C c� •••••:N N.(J )686-8 D •: '=-V - C.Re iud to Co w 2014 FDC - MANUFACTURER OF•Q"fr ALWUNVM Vl"AW IND G"SS D�lj¢ • N.v CWn MA['Wr Prod hblery: Rwb(AIWtr ll.rw lbjrrrnn/+ arlrW/: • r Nal ilSSElIBI •MIl«Y• J ••L0901 09-01 00000 N. ERAZO s.b 07°/2vas Series: 3200 OYts•Fiv; ImpaC#•�tisement•N} v4%w F.wrd nr. Tab Rn4n6 GLASS k DP CHAgq JkV1j CLAZING DF:TAJIS FOR V' UNT'S ff7I44 _ H.ERAZO 08/26/14 "F C`.71�., RrWI"n Leh drab: hadu.RVrrn.rr Muwlrr. • •e.dLbq AYMrn SMrtr • DATE__` C CASEMEMJ200-oE•oA-Ot • •[3200.0801 •••��i T 5/16- LAMINATED GLASS COMPOSITION - TYPk a i--•'�'-+ :;'. .... ,. :.Flan Fnnr4eWridowGlazedwfth 12 TTI DESCRIPTION DETAIL t 3200tr» dC-a8ementWindow Class Type"A". GIassType"B" Glass Type"C' GlassType'1X GlassType'7„ I 1/8'ANNEALED MASS - 0.090'PV8 INTERt.AYER - iS I Confi Uration ")()(r I,=or 6/16"A"aWGaes 6118"H&Gass-PVB 6116"HS.GassSGP 711VAnnealedtda" 11/16"Annealed Gass 2 .4 f entoclte Pve by avDNr or +� -- -�- Size VIHdBT IiDIgM-. Anchors oP(+) Di'(->. _.. '(+)._. ....�(•).. __ (*)_ _ ().... (+)..___ tl._ :._.DP(+) DP(-) Sofle=AVB by Eestnan cnankot co. °"'• --� -- ._.Code- .._(m) (I n) Head/Sill Jamb ----- _ ------- pSf 4-f 3 1/8'M:NEAt LD(,LASS __________ 22 37 25 4 2 1 70.0 70.0 70.0 73.0 700 820 70.0 73.0 70.0 73.0 W 23 37 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 _70.0 73.0 6 16 LAMINATED GLASS COMPOSITION - TYPE D 14 51 y 24 37 50625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 IrEu DESCRIPTTON DETAIL 9/16 } 25 37 63 4 4 70.0 70.0 70.0 730 70.0 82.0 70.0 73.0 70.0 73.0 t 1/8'WAr-SIRENEMILNED CLASS GLA ING BITE F- 32 53.125 26 4 2 70.0 70.0 70.0 73.0 700 820 70.0 73.0 _70.0 73.0 2 0D90'PVB INTERLAYER i=�z:,_-�-__� 6/16"Lcmainated 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 Saffcx PVR by Eastnen Chenkel Co. O af10 34 53.125 50.625 4 4 70.0 70.0 70.0 73.0 700 82.0 70.0 73.0 70.0 73.0 3 1/8'MEAT-STRENGHTENED GLATS 48 2 35 53.125 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0__ 73.0 70.0 73.0 5 IB LAMINATED CLASS COMPOSITION - TYPE C 13 U 022 74 28 6 2 70.0 70,0 70.0 73.0 70.0 820 700 73.0 70.0 73.0 ITL'N DESCRIPTION DETAIL D23 74 38.375 6 3 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 I 1/8'NEAT-STRENGIITERED GLASS _ __ ___ D2E4 74 50625 6 4 70.0 70.0 70.0 73.0 70.0 820 700 730 70.0 73.0 i ao9o'INTER AYflt - '' - D26 74 63 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 SentryGtass Interloyer by DuPont ------=----- 3 ve'NLAr-sIRENGrNIENEo GLASS n1w•4 3020 36 _ 24 _4 2 70.0 70.0 70.0 73.0 70.0 62.0 70.0 73.0 700 73.0 3030 36 35 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 14 51 3040 36 48 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 700 730 9/16 3050 36 60 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 730 7 16 LAMINATED GLASS COMPOSITION - TYPE DGLASS COMPOSITION - TYPE D GLA ING ITE W 4020 48 24 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1reN ORSCRIPTION DETAIL 7/16" Laminated N 4030 48 36 4 3 70.0 70.0 70.0 730 70.0 82.0 70.0 73.0 70.0 730 I 3/16'ANNEALED GLASS '•'' In 4040 48 48 4 4 70.0 70.0 70.0 73.0 700 820 700 73.0 70.0 73.0 R 2 0.090'PVD IN7ERLAYCRux w 4050 48 60 4 4 70.0 70.0 70.0 73O 70.0 820 70.0 73.0 70.0 73.0 .w•'-�-=��-�-==- SafPVB by Eastnnn Ch..-.cot Ca 16T3 5020 60 24 5 2 70.0 70.0 70.0 730 70.0 820 70.0 730 70.0 73.0 3 3/16'ANNEALED GLASS_ _ Q 5030 60 36 5 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73D 70.0 73.0 O 5040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 11 i6"-LAMINATED GLASS COMPOSITIONTYPE E - - --- -- 5050 60 60 5 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 ITEM DBscinmolf DETAIL =__= -_ _-= 6020 72 24 6 2 _70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 I 1/8'ANNEALED GLASS 6030 72 36 G 3 70.0 70.0 70.0 730 700 820 70.0 73.0 70.0 730 z 0.090 PVBo.D90 rve INTEataYER� L 6050 6040 72 48 6 4 70.0 70.0 70.0 730 70.0 820 70.0 730 70.0 73.0 14 51 72 60 6 4 70.0 70.0 70.0 73.0 700 820 70.0 730 70.0 73.0 Saflex PVB by Eastnon Chenkal Co. ® . 3 VB'ANNEALED GLASS _==__-- 9/16 _ 1/4'INSULATED AIR SPACE �(9 ___:__= GLA ING ITE 3 1/8'ANNEALED GLASS 1 ub• 11/18"Laminated/Insulated LAMINATED GLASS TYPES GLAZING OPTION DETAILS - --- PRODUCTREVISED omPlyin�wNN the,ffloridN310, . :\crrphntcs Ro ._t Vit•• 77• • I1�-'- -a-�.� ••f• • ti9imnl Unit Plouttct C'mnrol -�• • • • 04 a THOMAS T.SOT03 :. Ra!Llon NOM.: ,1 yyy 7g T PROM8391Q BNRINBBR A ReMsad to Cealply w 2010 FDC /tl • /B/ • aEOI • • N+Y • - 8.R-1-d Rahsion to sheet 6&8 W 7 •••• YEOLEY fL0 A 168 N D LJ S'I'R N C. • PN No.t30S)698_-880 C.Revised b 0-ftw 2014 FOC MARUFICrUACR 1)4AilfY ILUYIRUYr'AVAOM AND 6LISSSDSW%•_ Ams CNeew Porf[react AM Ca4ywTn SrrMyDWae ifam RV u N R.�alon I!•-- N • 3 • SOA ..I••••• N. eRA20 an 07127108Series: 3200 OrltwZg Imp&of CasemexU•VVi widow N.r.'-' GLASS & DP Cl ZINC DET FOR "1G1-OX-% *UNITS N.ERATA oa/26/14 �•�� AILS 4 _ R.u4Mw I.aW e C 8ae4i fYaAW1 RAJ rase.ALm.n: u4rp ALw1ar. SM.4 DATA__ cAuuoRa2Do-+oxxi�-oI • 1.3260-0801 • •••e•or 7 OFRAME IN--POST RAIL L-3003 VENT RAIL 2 -- -2is— 6063-T6 ALUMINUM 1435 4 4 ASSEMkY SCREWS E�WL —' - 410 X 1 1/4' FRAME HEAD 4P.H./ IL.SMS- 0 ' . I L-3001 j.,r IL. VENT RAIL 6063-T6 ALUMINUM 2.250 0.062 4_ .......... ----------------- 2.312 0.062 ------_--- _ -------- 17 L i to 62 dil -1.119 ANCHOR CLUSTER L ... ...- 1 17 2.399------- 1.35— (HEAD/SILL TYPICAL) VENT JAMB FRAME JAlfB 4797 40 17 Is 1.875— INPOST ANC OR DETAIL FRAME CQRNFR DETAII21 YENT RAIL CORNER DETAIL VENT RAIL FRAME IMPOST 0.962 L-3004 -SEE MULLION APPROVALS FOR FRAME SILL JAMB 6063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. L-3002 DESIGN PRESSURE LIMITATIONS. 093 6063-T6 ALUMINUM NOTE; THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MUII. SHALL GOVERN 2.250 -.062 2.402 -1/4' MAX, 0'0 SHIM p 62- IL # 12 S.M.S. X 1 1/4 I SEE ELEV. FOR SPACING FRAME SILL7 ANCHOR 2 r(HFAD I NOT' CAS 06�' 1. ALL STEEL IN CONTACT VATH ALUM. TO BE PAINTED OR PLATED. 2. METAL RES.; 0.078 FRAME SHEAR PLATE 0.340 (STEEL OR ALUM. 1/8 MIN. THICK) L-30070.1201 A) STEEL : Fy = 36 KSI MIN. 6063-T5 ALUMINUM 1.21 tA R) ALUMINUM : 6063-T5 MIN. 4 O 1 1/-,kX 4' P.H. It.SMS 1.231 PERIMETER O WINDOW FRAME FRAME IMPOST DETAIL ALUMINUM SNUBBER SEALANT L-3014 6063-T5 ALUMINUM METAL- STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 10 FRAME SILL ANCHOR CUP 094 11 L-3006 FIXED LITE MOUNTING BRACKET PRODUCTIZl"-V'S':"A .,cj,pI%q.,g,,jjh 6063-T6 ALUMINUM .970 L-3005 ... O.094 TaSL 6063-T6 ALUMINUM 0.168 ......�__F tapirahonDatc 7 w7' :L '0701 2 J.L .794 0 0 0 • 102 • GlXLING HFAD GLAZING DEAD GLAZING BFAD ".�O'Mmosmloo I. EER'L" A.pw�d to C-ply 2010 FIX FI.LLC 6226 6/10-Laminated 7/16'Laminated LA WS-•wN Y:0lklW4-%*,6 11/16"Insulated/Laminated fw -_ ____ 0000 PH No.(ft5)6 L-3010 or L-7708 n IL R—A W R-Won 1. h.t 5 6 of 7 MEDLEY. L-3011 or Lit-133 L-3009 or LII-169 •0[ 0-060 6063-T5 ALUMINUM 6063-T5 ALUMINUM 6063-TS ALUMINUM C.RaWw!to Com ply wl 2014 rOC — VREIN Awe wl"Ap OL455 Ww', cw. I~— I-.- Is" % N-&,-- NOA ASSEMBWib&WaJO I ".a t&NM 08-01 .0501 0.801 J RLO -1 —.w N.ERAZO a Series: 3200 0.49Vieg lmp9a@�TAemer4,IgVVjpw 0.391 Jr .0 °aiEXTRUSION QRgil*%CTI0NS N.SM20 0 25/14 ASSEMBLY DETAILS0 • IcAll-J 0.050 L3 0801 L0-__j Lo.1 IS DATE_-- co15oA:HrJ2o0 •••••• 0 00 0 so** 0 1355 NW 97TH AVE,SUITE 200 Inc. TELEPIAML FL 33172 Nova Surveyors, SURVEY NO 6-0000274-121�' -v TELEPHONE:(305)264-2660 FAX:(305)264-0229 DRAWN BY:AA LAISUr YEYORS SHEET NO OF 2 SURVEY OF LOT 10 AND E 112 OF LOT 11,BLOCK 3,OF GOLD CREST,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOO PAGE 56,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. PROPERTY ADDRESS: 125 NW 100 TERR,MIAMI SHORES,FL 33150 FOR: ...• ALVERETTA PITTS LOCA110N SKETCH Scale 1" = NT.S. .•••• • •••• SUBJECT ( 1 IN •••:•• • •••••• PROPERTY/ 160. I �� 1 � • � ��• � � ;, ., 1 , . ;;: .� � � A0 , So' 6O S3 1� _.. • 1 30 ' 60-3� I}I i ABBREVIATION AND MEANING LEGEND TYPICAL I A=ARC FNIP.=FEDERAL NATIONAL INSURANCE RAD.=RADIUS OF RADIAL ---011—OVERHEAD UTILITY LINES A/C=AIR CONDITIONER PAD PROGRAM RGE.=RANGE A.E.=ANCHOR EASEMENT IN.BEG.=INGRESS AND EGRESS R.P.=RADIUS POINT C.B.S.=WALL(CBW) I A/R=ALUMINIUM ROOF EASEMENT R.O.E.=ROOF OVERHANG * A/S=ALUMINIUM SHED L.F.E.=LOWEST FLOOR ELEVATION EASEMENT C.L.F.=CHAIN LINK FENCE ASPH.=ASPHALT L.M.E.=LAKE MAINTENANCE EASEMENT R/W=RIGHT-OF-WAY 0 I.F.=IRON FENCE B.C.=BLOCK CORNER L.P.=LIGHT POLE SEC.=SECTION B.C.R.=BROWARD COUNTY RECORDS M.=MEASURED DISTANCE S.I.P.=SET IRON PIPE L.B.#6044 ,r r W.F.=WOOD FENCE B.M.=BENCH MARK M/H=MANHOLE SWK=SIDEWALK B.O.B.=BASIS OF BEARINGS N.A.P.=NOT APART OF T=TANGENT .0.00 =EXISTING ELEVATIONS C=CALCULATED NGVD=NATIONAL GEODETIC VERTICAL TWP=TOWNSHIP C.B.=CATCH BASIN DATUM i U.E.=UTILITY EASEMENT C.B.W.=CONCRETE BLOCK WALL N.T.S.=NOT TO SCALE U.P.=UTILITY POLE SURVEYOR'S NOTES CH=CHORD O.N.L.=OVERHEAD UTILITY LINES W.M.=WATER METER ASSUMED CH.S.=CHORD BEARING O.R.B.=OFFICIAL RECORD BOOK W.R.=WOOD ROOF AA THE CL=CLEAR O/S=OFFSET MERIDIAN,BY SAID PLAT IN THE DESCRIPTION 1)IF SHOWN,BEARINGS ARE REFERRED TO AN W.S.=WOOD SHED C.L.F.=CHAIN LINK FENCE OVH.=OVERHANG PROPERTY.IF NOT,THEN BEARINGS ARE REFERRED TO C.M.E.=CANAL MAINTENANCE P.B.=PLAT BOOK =ANGLE COUNTY,TOWNSHIP MAPS. EASEMENTS P.C.=POINT OF CURVE D =CENTRAL ANGLE 2)THIS IS A SPECIFIC PURPOSE SURVEY. CONC.=CONCRETE P.C.C.=POINT OF COMPOUND CURVE 3)THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE C.P.=CONCRETE PORCH PL,=PLANTER T =CENTER LINE 1:7500 FT. C.S.=CONCRETE SLAB P.L.S.=PROFESSIONAL LAND 9J =MONUMENT LINE 4)IF SHOWN,ELEVATIONS ARE REFERRED TO D.E.=DRAINAGE EASEMENT SURVEYOR MIAMLDADE COUNTY. D.M.E.=DRAINAGE MAINTENANCE P.O.B..=POINT OF BEGINNING ALL ELEVATIONS SHOWN ARE REFERRED TO EASEMENTS P.O.C..=POINT OF COMMENCEMENT NATIONAL GEOGRAPHIC VERTICAL DATUM OF 1929 DRIVE=DRIVEWAY P.P.=POWER POLE MIAMI DADE COUNTY BENCH MARK NO.N 568 ENCR.=ENCROACHMENT P.P.S..=POOL PUMP SLAB LOCATOR NO.3100 SW E.T.P.=ELECTRIC TRANSFORMER PAD P.R.C.=POINT OF REVERSE CURVE ELEVATION 9.65 FEET OF N.G.V.D.OF 1929 F.F.E.=FINISHED FLOOR ELEVATION PRM=PERMANENT REFERENCE F.H.=FIRE HYDRANT MONUMENT F.I.P.=FOUND IRON PIPE PT.=POINT OF TANGENCY - F.I.R.=FOUND IRON ROD PVMT.=PAVEMENT SURVEYOR'S CERTIFICATION F.N.=FOUND NAIL . PWY=PARKWAY I HEREBY CERTIFY:THAT THIS'•BOUNDARY.SURVEY^Or=FOUND I4AII:_8 DISK R.=RECORD DISTANCE THE PROPERTY DESCRIBED HEREON,AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY("SURVEY"): COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. PROFESSIONAL LAND SURVEYORS IN CHAPTER 61617-6, THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING,AND SHOULD NOT BE FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, USED FOR CONSTRUCTION PURPOSES. FLORIDA STATUTES. EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD,AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD,COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. _2/� EASEMENTS AS SHOWN ARE PER PLAT BOOK,UNLESS OTHERWISE SHOWN. BY: ri THE TERM"ENCROACHMENT'MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS, 1 ( ��I -- WORK) ARCHITECTS SHALL VERIFY ZONING REGULATIONS,RESTRICTIONS AND SETBACKS,AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS,UNLESS OTHERWISE NOTED.THIS FIRM HAS NOT ATTEMPTED TO LOCATE PROFESSIONAL LAND SURVEYOR NO. 2534 FOOTING AND/OR FOUNDATIONS. STATE OF FLORIDA(VALID COPIES OF THIS SURVEY WILL FENCE OWNERSHIP NOT DETERMINED. BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. SURVEYOR) k HEREON,THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. 1 F . THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW.THE LOCAL F.E.M.A. f R AGENT SHOULD BE CONTACTED FOR VERIFICATION.THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED REVISED ON LAND TO BE SITUATED IN ZONE:X COMMUNITY(PANEUSUFFIX:120652 0302 L DATE OF FIRM:09/11/2009 BASE FLOOD ELEVATION:WA .REVISED ON:'1,.� t CERTIFIED TO:ALVERETTA PITTS AGE"c(eq M r,� y N0.2534 f �. yy. �_ € a.;'`• E s . STATE OF ? L,q <�JG- qi FZORIOP 1 { 4No su1<'� SURVEYOR'S SEAL i S 1355 NW 97 AV SUITE 200 MIAMI,FLORIDA 33172 r SURVEY No. 16-0000274-1 TELEPHONE.(305)264-2660 U ' 1 U P u .J ♦`r• • `, T , FAX.-(305)264-0229 �1 LAND SURVEYORS SHEET No. 2 OF 2 DRAWN BY: AL. I i BOUNDARY SURVEY SCALE =1"=20' + • + • • • • + • ••!••• to • •i••• •• •1 •• •• •••••• LOT-2 LOT-3 •••••• • LOT-4 & BLOCK-3 BLOCK-3 0 • • BLOC1IC.-!%o 4'C.L.F. ~ F.I.P 3/4" 75.00' F.I.P 3/4" NO CAP {--Y- - -._.....y I._.....:_... ...-- ......�........_j x NO CAP .— 10.71 10.8� 0� 60 CL' ON/PL _ V + N k t2 '4'C.L.F. o a> 10.76 o K 4'C.L.F. LOT-11 V« *OL BLOCK-3 F� a 4'C.L.F. -X 10.84 10.80 5.0' a /— a w " 10.60 010.96 �� N 10.60 0.30'CL. �— 7. + LOT-9 0.30'CL.~ 10.94 i BLOCK-3 — : r X�— �2CL- 10.70 M. CN 10.12' LOT-1240.70' REMAINDER ^ H BLOCK-3 LOT-11 9.80' h _•s 0.13'CL. ONE STORY F.F.E.=12.95' BLOCK-3 14.40' RES. #125 L.F.E.=12. (N.A.P.) } 4'1.F..,I h 42' 4'I.F. 10.90 LOT-10 H 10.9610 0.96 j c BLOCK-3 0.13'CL. ! h 28.20' c - 0.13'CL. 9_87' 11.40' 12.06 a 15.50, 10.03' T + x 10.98 11.09 > 11.18 c o . o os Z' N zo O I p co 11.02 4 a' 11.41 160.33' . LP 3A" 75.00' RIP 41 F B.C. NO CAP �� NO CAP F.I.P 3/4" 10.96F NO CAP th V O O O Uj i <r' R x ,s ` 11y39,, '� mum s 6 ,,.4� N-;W 1100th TERRAo 4;" tiv �i m x w ss° ✓ S-Y$Ye p J �s{ `r. sASPHALT-"K- ? z y ride y€Y C. H 5y ' •L- 1 ,7 R �P t i ..i'.. j5:ag{,.i . :.,M:'.. att�ti',isf i �.tw..��9 •.,r". � n.a.�'k-J!t m... �..`YrSd'�t7 ,F e 1 1 � 3 e ♦ t R % SURVEYOR'SNOTE. a There may be Easements recorded in the Public Records not shown on this Survey. 1 P b ' L f U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL1F,MERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National F7ood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FUSEF AJ. Building Owner's Name ALVERETTA PITTS �,i RPo6Ly`N�imbe q 1 `I ./ �• ;a A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No`.)or P.O.Route and Box No. iCompany NA1C"N~Vn 125 NW 100 TERR " City MIAMI SHORES State FL ZIP Code 33150 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 10 8,E 1/2 OF LOT 11,BLOCK 3,GOLD CREST,PB 21,PG 56 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL' , A5. Latitude/Longitude:Lat.25°52'02.71"N Long.80'12'01.27"W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 726.0 sq ft a) Square footage of attached garage WA sq ft b) Number.oLpermanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 6 within 1.0 foot above adjacent grade WA + c) Total net area of flood openings in A8.b 726.0 sq in c) Total net area of flood openings in A9.b WA sq in d) _Engiribered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑-Yee,,- ® No - SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 61.NFIP Community Name&Community Number B2.County Name B3.State - CITY OF MIAMI SHORES 120652 MIAMI-DADE FL B4.Map/Panel Number B5.Suffix B6. FIRM Index Date B7.FIRM Panel B8.Flood B9. Base Flood Elevation(s)(Zone 12086CO302 L 09/11/2009 Effective/Revised Date Zone(s) AO.uVINe flood depth) 09/11/2009 X • • ••••N/A •..••• B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ••• • .••;'. •• 0.❑ . .• • 0000••FIS Profile ® FIRM Community Determined ❑ Other/Source: 000• • B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ElNAVD 1988 ElOther/Source;... •• •• •••• B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPM,?... 1 eg•• ® P:•••• Designation Date:N/A ❑ CBRS ❑ OPA •••••• • •• ••. SECTION C-BUILDING ELEVATION INFORMATION(SURVEY RECMIReD) •• •• •••••• C1. Building elevations are based on: El Construction Drawings' ❑ Building Under Construction'; � Finioed Cpnstructigp... • 'A new Elevation Certificate will be required when construction of the building is complete. •..... C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,%JJAH,.6AR/AO.WQIete Iter 4M@aD below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. . . • Benchmark Utilized:N-568 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ® NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE._ Check the measurement used. _,a)Top of bottom floor(including-basement,crawlspace,or enclosure floor) 11.42 ®feet ❑meters b)-Top of the next higher floor 12.42 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ®feet ❑meters d)Attached garage(top of slab) N/A. ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 11.00 ®feet ❑meters I (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 11.20 ®feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 11.16 ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 11.20 ®feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. , I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. .. 1 ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a a� ! N `'4 ja i' { ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No t -7." {,w Certifier's Name GEORGE IBARRA License Number 2534 + 14 ax. u Title LAND SURVEYOR Company Name NOVA SURVEYORS INC. �7, Address 13f NW 97 AVE City MIAMI State FL ZIP Code 33172 ,_`• l •t">�a Signature i Date 02/23/2016 Telephone (305)264-2660 Ott 23 r _ FEMA Form 086-0-33(7/12) See reverse side for Continuation. Replaces all previous editions. .i IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY,USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number - 125 NW 100 TERR 434„ City MIAMI SHORES State FL, ZIP Code 33150 .Company,NAIL Number r SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments SECTION C 2(E)LOWEST ELEV MACHINERY IS A/C PAD. LATITUDE AND LONGITUDE IS PROVIDED BY GOOGLE EARTH. CROWN OF ROAD ELEV=11.47FT Signature Date 02/23/2016 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and For Items E1-E4,use natural grade,if available.Check the measurement used.in Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). •- a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑ below the HAG. _ - c3. 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.lPr%flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ••ordtriance? QYes ❑ W.0 Unknown.The local official must certify this information in Section G. •• ••SECTJQly;•-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The a roP::y owner of owner's auft 11`16d representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or;Une AO must sign here.The stateMei;ts in Sections A,B,and E are correct to the best of my knowledge. Prop>SRt 01vners orlCme?r's Authorized Representative's Name ALVERETTA PITTS 00000 0 0 000000 Addles&425 NW (i0 iF R ...... City MIAMI SHORES State FL ZIP Code 33150 r • Signature '•' ' Date Telephone 0000•• • • • • P 0000•• Corzmallts: • • • • • 0000 • •• • •• ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or ardhitect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ Jew Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the.building site: ❑feet ❑meters Datum G10.Comrriunitys design flood elevation: ❑feet ❑meters Datum r Local Official's Name ' Title Community Name Telephone Signature r r Date Comments ❑Check here if attachments. v FEMA Form 086-0-33(7/112) Replaces all previous editions. • Building Photographs i 16-0000274-1 See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit, Suite and/or Bldg. No.)or P.O. Route and Box No. Policy Number 125 NW 100 TERR City State ZIP Code Company NAIC Number MIAMI SHORES FL 33150 r • • • •••••0 0000• •• ••••• • • 0000• • •• 0000• • • Front View Date of Photograph: 02323/20110•••:0 ••••• 00. • •• • 0000 • t •AL . 01 (� Aw. a r, Rear View Date of Photograph:02/23/2016 1 Building Photographs 16-0000274-1 Continuo±ion Page For Insurance Company Use: Building Street Address(including Apt., Unit,Suite and/or Bldg. No.)or P.O. Route and Box No. Policy Number 125 NW 100 TERR City State ZIP Code Company NAIC Number MIAMI SHORES FL 33150 • ,r is 7 w �, r �i• wf Bt" W 4 ••• • +i" j °411�::yryv '� *y,•+ �s�,�.; • ••• •• '�I� 11 +f 9�� '+ 3 ".� d} '� • • • A «� :Yb • • • • • *see* Left Side View Date of Photograph: 02/23/2016 •••• • f Right Side View Date of Photograph: 02/23/2016