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RC-14-1037 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249448 Permit Number: RC-5-14-1037 Scheduled Inspection Date: December 24,2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MARTINEZ, RAFAEL Work Classification: Alteration Job Address:511 NE 101 Street Miami Shores, FL 33138- Phone Number (305)458-2502 Parcel Number 1132060171090 Project: <NONE> Contractor: TOTAL CONSTRUCTION OF FLORIDA INC Phone: (904)525-9188 Building Department Comments INTERIOR ALTERATION AND REMODELING MOVING Infractio Passed comments AND RELOCATING INTERIOR WALLS KITCHEN INSPECTOR COMMENTS False REMODEL REMOVE AND REPLACE 22 WINDOWSAND 3 DOORS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-249005. Replace broken sidewalk Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid December 23,2015 For Inspections please call: (305)762-4949 Page 10 of 21 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-230462 Permit Number: RC-5-14-1037 Scheduled Inspection Date:April 01, 2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Framing Owner: MARTINEZ, RAFAEL Work Classification: Alteration Job Address:511 NE 101 Street Miami Shores, FL 33138- Phone Number (305)458-2502 Parcel Number 1132060171090 Project: <NONE> Contractor: TOTAL CONSTRUCTION OF FLORIDA INC Phone: (904)525-9188 Building Department Comments INTERIOR ALTERATION AND REMODELING MOVING Infractio Passed comments AND RELOCATING INTERIOR WALLS KITCHEN INSPECTOR COMMENTS False REMODEL REMOVE AND REPLACE 22 WINDOWS AND 3 DOORS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-230366. CREATED AS REINSPECTION FOR INSP-212769. Framing not per code UA Missing fire stops Seal all penetrations Failed ❑ Remove dry wall for inspections Missing fire stop Need letter for replacement beam in kitchen Correction Needed ❑ ' Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 31,2015 For Inspections please call: (305)762-4949 Page 13 of 36 WILLIAM PLASENCIA REGISTERED ARCHITECT 7700 N Kendall Dr#506 MIAMI, FLORIDA, 33156 TEL: 305-233-2589 March 20, 2015 Miami Shores Building Dept 10050 NE 2"d Ave Miami Shores, Fl, 33138 Re: Remodeling for: Rafael Martinez 511 NE 101 St Miami Shores, FI, Permit#RC 14-1037 Dear Sirs: The wood beam supporting the ceiling joists between the existing kitchen &dining room was found to be compromised from water damage The GC is to carry out the following remedial work: Shore up existing ceiling joists to provide temporary structural support during the remedial work. Remove the water damaged wood beam from west cbs wall to kitchen east wall, and provide a new 2-2"x 8"wood beam bolted together w/1/2"thru bolts @ 24"o.c. stagger pattern. The existing ceiling joists will be secured to new wood beam with galv metal joist hangers.The west end of the beam will bear on the existing 2"x 4"ledger running on top of existing tie beam, anchored with a 1"wide x 24"long galv twisted rafter tie w/5—%4"x 3" L tapcons to existing tie beam and 5—16d nails to the beam.The tie to wrap around the top of beam&a minimum of 3" on the opposite side of beam and secured with 1 -16d nail. The east end of the wood beam is to be anchored to the existing wood bearing partition with a 1"wide x 24"long galv twisted rafter be with 5—16d nails to beam&5—16d nails to wood stud. Te to to wrap around top of beam and a minimum of 3"on the opposite side of beam secured w/1 -16d nail r� William Plasencia Reg.#AR 0009693 - � ' c-- Miami Shores Village REcFD 2 � 201 AY Building Department M l10050 N.E.2nd Avenue,Miami Shores, Florida 33138 B /� ;®I Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.& ZLI- /D,3;� PERMIT APPLICATION Sub Permit No. WILDING ❑ ELECTRIC ❑ ROOFING I ❑ REVISION ❑ EXTENSION ❑RENEWAL LUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ,� I�.I 4F /® 1 e City: Miami Shores County: Miami Dade zip: -331 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(FeeSimpleTitleholder): �a TOl b4A.4,- ,)e2. Phone#: 7-c:966� Address: �r 7 /p l� //A City: M:aeh; State: 1Zip: S-/3-3 Tenant/Lessee/�Name: L Phone#: Email: ✓Ai— / rill a t_i,17 "�e2 I-"ai CONTRACTOR:Company Name: / ¢ a( o�+ 5f' vC f I�� f J Phone#: Address: �'�� + fir►° City: r'A' fi 2 Ar 41C State: Zip: :TL 06 Qualifier Name: �oe'yeyt Phone#: State Certification or Registration#: CArl 74- Certificate of Competency#: DESIGNER:Architect/Engineer: a�&" P� 5'-.f-r, -Ce"'Ci Phone#: T cr- 2-,7-r- 9"�'�/ Address: -700 V City: i4-'+NF' State: ! o Zip: Value of Work for this Pe mit:$ O) Square/Linear Footage of Work: Type A e of Work: El Addition era ion ❑ New ElRepair/Replace El Demolition p Description of Work: � 4--er to r, rrcL �idio ao S�N.b CV e � �Al I y-tC>0 o.W d d-r- locus N �I� �4-erivo-L� ��6N-.-t,, c eArjcee Specify color of color fru tile: Submittal Fee$ Permit Fee$ . LY CCF$ GD CO/CC$ Scanning Fee$ Radon Fee$ �. DBBPRR$ Notary$ Technology Fee$ Training/Education Fee$ (?(00 Double Fee$_�®7 Structural Reviews$ CD 'If .-fl L4(y LO 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 PState Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ` . Signature � � c"� � Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ,20 1 by 7day of A /4 y , day of r 20 ,by Pea rc- 1I Zvho is personally known to 'D7,AL/t o UAA a u'Cr1 who is personally known to me or who has produced �l ( ►� as me or who has produced as identification and who did take an oath. identification and who did take an oath. �pPF-/73-7e-11,0-o NOTARY PUBLIC: NOTARY PUBLIC: � �' `0�a Z \ 0��nnu►►uri�� Sign: ��\\\ 1 n '�Sign: z o:9 print: Print: -�- • �;� �. �„ = o�►Rr rye Seal: = •. °� �: Seal: + .•'•. WILUEMVFILB a>: * MYCOWASMEE140M EXPIRES:Feb►uery24,2016 APPROVED BY ` Plans Examiner Zoning 0l� to Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 a� 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 VAN HOEVEN, DAVID TOTAL CONSTRUCTION OF FLORIDA INC 1331 BEE ST N ORANGE PARK FL 32065 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. _ PROFESSIONAL:REGULATION Every day we work to improve the way we do business in order to CGC1518472 °a.M r ISSUED, 4._;08121/2014 serve you better. For information about our services,please log onto www,,myfloddalicense.com. There you can find more information CERTIFIED GENfiRAL CQNTRACTOR about our divisions and the regulations that impact you,subscribe _ to department newsletters and learn more about the Departments VAN L CON Yy DA1 F? initiatives. TOTAL CONS GTIgN fJF F ASID, INC Y }z. Our mission at the Department is:License Efficiently,Regulate Fairly. v. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, 1S CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Explmtion det®:AUG 31,2016 L1408210001739 f DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD GGC1518472 The GENERAL CONTRACTOR - Named below IS CERTIFIED we Under the provisions of Chapter 489 FS. -- Expiration date: AUG 31,2016 a VAN HOEVEN, DAVID TOTAL CONSTRUCTION,1-0F'1~ ORIDAINC____ 1331 BEE STN . , ORANGE PARK - FL 2065�LL '; + y a ISSUED: 08/21/2014 DISPLAY AS REQUIRED BY LAW SEQ# L140821OW1739 W5 i JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Flo ' aWorkers' ompensation law. EFFECTIVE DATE: 3/20/2014 EXPIRATION DATE: 3/19/2b16 PERSON: VANHOEVEN DAVID M FEIN: 271950012 BUSINESS NAME AND ADDRESS: TOTAL CONSTRUCTION OF FI 1331 BEE ST N ORANGE PARK FL 32065 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 5�RE's NINE N,,,NM Miami Shores Village `- Building Department �OR1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,you may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner (� Contractor Print Name: 1 �'Z Print Name:"D"14 1JAN 140eve A/ Signature. C" ��'�- Signature: State of Florida) State of Florida) County of Miami-Dade) ��'�"" "R��i��, County of Miami-Dade} Sworn to d subscribed befor��iie thi$R %� Swornto an subscribed b fore me 's_ day of �'� 40 V .0� pi; .G day of 20 f . �U6co . By _ : co �0�6 '°' _ By K (SEAL) (SEAL) Type of Identification produced] Z Type of Identificalprt d cedWEU VA * EXPIRES19ftary24,2016 41MO`°� BaMed Thu Bum Ndxy 6W= 111.9-" L --M`-' CERTIFICATE OF LIABILITY INSURANCE 5/9/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED F)EPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poilcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the Dertificate holder in lieu of such endorsement(s). ODUCER CONTACT BRANDY MCCAUL TEW JAX CITY INSURANCE PHONE X943 Beach Blvd A/c No. D Ext: (904) 998-1966 aC Ne:(904) 998-1388 Tacksonville, FL 32246 ADDRIESS:BRANDY@JAXCITY.NET INSURER(S) AFFORDING COVERAGE NAIC6 INSURER A: INTERNATIONAL INS CO OF HANNOVER LURED DAVID VAN HOEVEN INSURER B: TOTAL CONSTRUCTION OF FLORIDA INC INSURER C: 1331 BEE STREET INSURER D: ORANGE PARR, FL 32065 INSURER E: 904-525-9188 INSURER F AVERAGES 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. ADDL SUBR POLICY EFF POLICY EXP t TYPE OF INSURANCE INSR wvD POLICY NUMBER MM/DDNYYY MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1, 000, 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100, 000 CLAIMS-MADE CI OCCUR MED EXP(Any one person) $ 5, 000 2-YEAR - SUNSET IG06AO03249-00 03/29/14 03/29/15 PERSONAL&ADV INJURY $ 1, 000, 000 GENERAL AGGREGATE $ 2, 000, 000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000, 000 XPOLICY PRO LOC $ E T AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS ANO-OWNED PROPERTY DAMAGE $ UTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB P1 CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION WCSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N T RYLIMITS ER ANY PROPRIETORIPARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? ❑ NIA E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ Use describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 $ SCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) (NERAL CONTRACTOR RTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE DEPARTMENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES VILLIAGE, FL 33138 AUTHORIZED REPRESENTATIVE EMAIL: Silveraa@miamishoresvillage.com ©1988-2010 ACORD CORPORATION. All rights reserved. :ORD25(2010/05) The ACORD name and logo are registered marks of ACORD 10/01/2014 20:47 FAX [it 001 2014-2015 BUSINESS TAX RECEIPT Ago& MICHAEL CORRIGAN,DUVAL COUNTY TAX COLLECTOR 231 E.FQRSYTH STREET,SUITE130,JACKSOWLLE,FL 32202.3370 Phone:(904)630.1916,option 3; Fax:(804)830-1432 1W Websfte:www.coi.neft Emalt tox ollectorew).net Note—A penalty is imposed for failure to keep this receipt exhibited conspicuously at your place of business. This renewal application Is furnished pursuant to Municipal Ordinance Code, Chapters 770-772,for the period October 1, 2014 through September 30,2015. VANHOEVEN, DAVID TOTAL CONSTRUCTION OF FLORIDA, INC 1331 N BEE ST ORANGE PARK, FL 32065 ACCOUNT NUMBER: 1000032965 LOCATION ADDRESS: 1331 N BEE ST ORANGE PARK, FL 32085 DESCRIPTION: QUALIFYING AGENT, CONTRACTORS COUNTY RECEIPT DESC: QUALIFYING AGENT, CONTRACTORS COUNTY TAX: 0.00 MUNICIPAL RECEIPT DESC: MC 772.325 MUNICIPAL TAX: 100.00 TOTAL TAX PAID: 100.00 VALID UNTIL September 30,2015 ***ATTENTION*** THIS RECEIPT IS FOR BUSINESS TAX RECEIPT ONLY. CERTAIN BUSINESSES MAY REQUIRE ADDITIONAL STATE LICENSING. This Is a business tax receipt only. It does not permit the receipt holder to violate any existing regulatory or zoning laws of the County or City. It does not exempt the receipt holder from any other license or permit required by law. This Is not a certification of the receipt holder's qualifications. - ` 1 �• TAX COLLECTOR THIS BECOMES A RECEIPT AFTER VALIDATION. PAID--656303.0002-0002 A16 09/30/2014 100.00 10/01/2014 20:48 FAX 1?1002 2014-2015 BUSINESS TAX RECEIPT • MICHAEL CORRIGAN,DUVAL COUNTY TAX COLLECTOR 231 E.FORSYTH STREET,SUITE130,JACKSONVILLE,FL 32202-3370 Phone:(904)630-1916,option 3. Fax:(904)630.1432 Website:www.Caj,netRo:Email:taxodUectorCcoj.net Note—A penalty is imposed for failure to keep this receipt exhibited conspicuously at your place of business. This renewal application is furnished pursuant to Municipal Ordinance Code, Chapters 770-772,for the period October 1, 2014 through September 30,2015. TOTAL,CONSTRUCTION OF FLORIDA, INC DAVID VANHOEVEN 1331 N BEES ST ORANGE PARK, FL 32065 ACCOUNT NUMBER: 1000032965 LOCATION ADDRESS: 1331 N BEES ST ORANGE PARK, FL 32065 DESCRIPTION: CONTRACTOR-ALL TYPES COUNTY RECEIPT DESC: CONTRACTOR-ALL TYPES COUNTY TAX: 11.25 MUNICIPAL RECEIPT DESC: MC 772.309 MUNICIPAL TAX: 36.25 TOTAL TAX PAID: 47.50 VALID UNTIL September 30,2015 'ATTENTION' THIS RECEIPT IS FOR BUSINESS TAX RECEIPT ONLY. CERTAIN BUSINESSES MAY REQUIRE ADDITIONAL STATE LICENSING. This is a business tax receipt only. It does not permit the receipt holder to violate any existing regulatory or zoning laws of the County or City. It does not exempt the receipt holder from any other license or permit required by law. This Is not a certification of the receipt holders qualifications. TAX COLLECTOR THIS BECOMES A RECEIPT AFTER VALIDATION. PAID-656303.0001-0001 A16 09/30/2014 47.50 Property Search Application-Miami-Dade County Page 1 of 7 � r Address Owner Name Folio SEARCH: 511 NE 101 ST Suite Q ... ___........ .. ..... ......... _..... _..... ____. -... -... ..._. _... .... .... _....�.__J PROPERTY INFORMATION Folio:11-3206-017-1090 Sub-Division: MIAMI SHORES SEC 4 AMD 511 NE 101 —Miami Shores,FL 33138-2450 Owner CRISTINA PACHECO RAFAEL MARTINEZ Mailing Address 511 NE 101 ST MIAMI,FL 33138 Primary Zone 1200 SGL FAMILY-2501-2800 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT ' _ff9ds I Baths I Half _� _- 212/0 Floors 1 Living Units 1 Actual Area 2,152 Sq.Ft http://www.miamidade.gov/propertysearch/ 5/20/2014 Prolp&ty Search Application-Miami-Dade County Page 2 of 7 Living Area 1,535 Sq.Ft Adjusted Area 1,833 Sq.Ft Lot Size 5,750 Sq.Ft Year Built 1956 ers "JI4,JJ111W �q! W 43 PF" ismd3 K, 'Al �w 'Al 'Al A S9 Featured Online Tools Additional Online Tools Comparable Sales (hftp:/twww.miamidade.gov/pa/online—tools.asp) Environmental Considerations A 7�3 (http://gisweb.miamidade.gov/environmentalconsiderations/default.asp searchtype=address&paramvalue=511 NE 101 ST) 10 Glossary(hftp://www.miamidade.gov/pa/glossary.asp) Property Record Cards (hftp://www.miamidade.gov/PaPortal/PRC/CreatePRCmain.aspx) http://www.miamidade.gov/propertysearch/ 5/20/2014 0 ` n Miami Shores Village Building Department IoRIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCYICOMPLETION CHECK LIST Building permit card. ❑ Surveys (2 copies) Final as built-Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation—(Sealed by surveyor). Expiration date required on the form. ❑ Certificate of Insulation. ❑ Certificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter(On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter(Density report is required) ❑ Final certification letter from the Engineer/Architect(on masonry,trusses, special structure,etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Certificate of use. (Recorded in Miami-Dade Cleric of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing)Additional fee is$80.00. • Temporary CO (Up to 90 days max)$75.00. • Residential CO fee is$150.00 • Commercial CO is$200.00 /4-/40 3 Nt[AMI•DADE �Jt411 . Miami-Dade County Building Departmen 11805 S.W. 26 Street,Miami,FL 33175-2474 www.miamidade.gov/building ENERGY, SOUND AND IMPACT CERTII4ICATE Building Permit No: PC— A11639' Project Nalne: Job Address: E 161 s+ ; STATEMENT OF COMPLIANCE We,the undersigned,hereby certify that the ENERGY.SOUND AND IMPACT INSULATION has been installed in the above referenced project,in compliance with the latest edition of the FLORIDA BUILDING CODE.the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice.The insulation furnished and installed has the characteristics shown below:(check only applicable boxes). Exterior CBS Walls Insulation:R- (Min.):Material: Thickness: inch(es):Density: Ib/ft:Mfgr: Exterior Frame/Metal Stud Walls:R- (Min.):Material: Thickness: inch(es):Density: Ib/ft:Mfgr. Exterior solid concrete walls:R- (Min.):Material: Thickness: inch(es):Density: Ib/ft:Mfgr: /[per Interiorwalls separating AJCfrom non A/C spaces insulation:R- (Min.) �c Material: -n-dela-less: inch(es);Density: lb/ft ! MULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY:The COMMON(Party)walls to two separate conditioned v _ tenancies shall be insulated to a minimum of R-11 for frame walls,and to R-3 on both sides,of common masonry walls See ENERGY CODE,2007,paragraph 13-602.ABC.1.1,on page 13.74,latest edition.These"minimum levels of insulation" are not included in the Energy Calculations,but shall be installed in the field Ceiling insulation R-_gig_(Min.);Material: �i5LLO Thickness: inch(es): Density: ib/ft Mfgr. ! Walls,partitions and floor/ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls,corridors,stairs,etc,must have a sound transmission class(STC)of not less than 50(penetrations must maintain the required rating). Floor/ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls,corridors, stairs,etc,must have an impact insulation class(IIC)rating of not less than 50. Make photocopies of this sheet in your office,as required for future jobs. Installed by:-arta@ ZXW/-ZC6 +"— Insulati6n Company IW-ne7 Insulation Contracto Insulation Contractor CC# Date Certified: �- O.C./Builder. Company Name G.C./Builder's Signature Building Contractor CC#: Date Certified: Note:For lightweight Insulating concrete,use appropriate forms,separate from this one. Revised 02-26-2009 I— C^ t 1..- 103T DATE(MM/DDNYYY) 14-1 CERTIFICATE OF LIABILITY INSURANCE 12/14/2015 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 pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 11IT,3gANpy NAME: New lax City Insurance Inc HO No Ext: 904 998-1966 ac,No: 4 - 1388 9943 Beach Blvd Ste A Ao RILEss:brand axci net Jacksonville, FL 32246 INSURER(S) AFFORDING COVERAGE NAIL# www.jaxcity.net INSURERA: WESTERN WORLD INSURANCE CO INSURED DAVID VANHOEVEN INSURER B: TOTAL CONSTRUCTION OF FLORIDA INC INSURER C: 815 N. HOMESTEAD BLVD #127 INSURER D: HOMESTEAD, FL 33030 INSURER E: 904-525-9188 davidvanhoeven mail. 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 ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSO WVD POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE CI OCCUR PREMISES Ea occurrence $ 100.,000 MED EXP(Any one person) $ 5,000 A DEDUCT$500.00 NPP8268848 03/29/1503/29/ig PERSONAL&ADV INJURY $ 1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 RO X POLICY CI JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITYE I LE $ Ea accident ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ E B OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ TENTION$ $ WORKERS COMPENSATION PERTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ N/A E.L.EACH ACCIDENT $ (Mandatory In NN) E.L.DISEASE-EA EMPLOYEE $ If yes,descr be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) GENERAL CONTRACTOR; CGC LICENSE# CGC1518472. RESIDENTIAL AND COMMERCIAL, GROUND UP NEW & REMODELING SERVICES. COVERAGE INCLUDES USE OF SUBCONTRACTORS. CERTIFICATE HOLDER CANCELLATION MIAMI SHORES BLDG DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 Northeast 2nd Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, Florida 33138 FAX 305-756-8972 AUTHORIZED REPRESENTATIVE ATT: SURAYA � BZ3@MIAMISHORESVILLAGE.COM ©1988-2014 ACOR ATION. All ng erved. ACORD25(2014/01) The ACORD name and logo are registered marks of ACORD 47BY: L2014 611 Y IL W i v2 . 2 . 3 . 5 per `` Developed by MECA Enterprises, Inc. Copyright www.mecaen' s fl Y Date 3/6/2014 Project No. Company Name William Plasencia, R.A. Designed By WP Address 7700 N Kendall Dr #506 Description Window replacement City Miami Customer Name Rafael Martinez State F1 Proj Location 511 NE 101 St, Miami Shores, F File Location: C:\Pioaram Files\MECAWind\Rafa<1 Windows.wrri Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 176.00 mph Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg - 900.00 ft At 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3.000178 12 Slope of Roof(Theta) = 14.04 Deg Ht: Mean Roof Ht = 12.78 ft Type of Roof = HIPPED RHt: Ridge Ht = 14.89 ft Eht: Eave Height 10.67 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 75.00 ft Bldg Width Across Ridge= 29.75 ft Length of Hipped Ridge = 23.83 ft Roof Slope on Hip End = 8.70 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht - 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient - +/-0.18 Wind Pressure Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd - 34.33 psf Cpww: Windward Wall Cp(Ref Fig 6-6) 0.80 Roof Area = 2956.01 ft^2 Reduction Factor based on Roof Area 0.80 MFRS-Wall Pressures for Wind Normal to 75 ft Wall (Normal to Ridge) All pressures shown aie based upon ASD Deaign, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.77 -8.41 Side Walls -0.70 -26.61 -14.25 Nall Elev Xz Xzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 10.67 0.85 1.00 0.80 34.33 17.17 29.52 37.94 Windward 0.67 0.85 1.00 0.80 34.33 17.17 29.52 37.94 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.68 -26.02 -13.66 Windward - Max Cp -0.14 -10.26 2.09 Leeward Norm to Ridge -0.49 -20.48 -8.12 Hipped End (.00 to 6.39 ft) -0.90 -32.44 -20.08 Hipped End (6.39 to 12.78 ft) -0.90 -32.44 -20.08 Hipped End (12.78 to 25.56 ft) -0.50 -20.77 -8.41 Hipped End (25.56 to 33.75 ft) -0.30 -14.93 -2.57 Overhang Bottom Side (Windward only) 0.80 23.34 23.34 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures - Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Hipped ends considered as parallel to ridge for all theta. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 14.0 Deg, h/1= 0.17 Note (7) Overhang bottom based upon windward wall Cp and GCpi = 0. MFRS-Wall Pressures for Wind Normal to 29.75 ft wall (Along Ridge) All pressures shown ar_ bas,-�d up-n ASD Design, with a Load Fac,..._ .•z G Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.27 -14.17 -1.81 Side Walls -0.70 -26.61 -14.25 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 14.89 0.85 1.00 0.80 34.33 17.17 29.52 31.34 Windward 10.67 0.85 1.00 0.80 34.33 17.17 29.52 31.34 Windward 0.67 0.85 1.00 0.80 34.33 17.17 29.52 31.34 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-Gcpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 6.4 ft -0.90 -32.44 -20.08 Roof: 6.4 ft to 12.8 ft -0.90 -32.44 -20.08 Roof: 12.8 ft to 25.6 ft -0.50 -20.77 -8.41 Roof: 25.6 ft to 79.0 ft -0.30 -14.93 -2.57 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.17 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upor, ASD De7ign, Britt, a Lad Factor of .6 Width of Pressure Coefficient Zone "a" _ = 3.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ------------------------------------------------------------------------------- Window A 9.25 3.16 29.2 4 0.92 -1.02 37.69 -41.12 Window B 3.08 2.16 6.7 4 1.00 -1.10 40.51 -43.94 Window B 3.08 2.16 6.7 5 1.00 -1.40 40.51 -54.24 Window C 6.16 5.25 32.3 4 0.91 -1.01 37.42 -40.85 Window C 6.16 5.25 32.3 5 0.91 -1.22 37.42 -48.06 Window D 12.34 5.25 64.8 4 0.86 -0.96 35.59 -39.02 Window E 9.25 5.25 48.6 4 0.88 -0.98 36.35 -39.78 Window F 9.25 4.25 39.3 4 0.90 -1.00 36.91 -40.34 Window G 3.08 4.25 13.1 4 0.98 -1.08 39.80 -43.23 Window H 4.42 3.16 14.0 4 0.97 -1.07 39.63 -43.06 Window I 3.08 6.25 19.3 4 0.95 -1.05 38.79 -42.22 Window J 6.16 4.25 26.2 4 0.93 -1.03 37.98 -41.41 Door #1 3.00 6.83 20.5 4 0.94 -1.04 38.62 -42.05 Door #2 3.00 6.83 20.5 4 0.94 -1.04 38.62 -42.05 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 34.33 psf FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RAFAEL MARTINEZ Builder Name: Street: 511 NE 101 STREET Permit Office: City,State,Zip: MIAMI SHORES,FL, Permit Number: Owner: Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing New(From Plans) 9. Wall Types(1536.8 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1328.30 ft2 b.Concrete Block-Int Insul,Adjacent R=4.1 208.50 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1385.0 sgft.) Insulation Area a Under Attic(Vented) R=30.0 1385.00 ft2 6. Conditioned floor area above grade(ft2) 1385 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.NIA R= ft2 11.Ducts R ft2 7. Windows(245.9 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 75 a. U-Factor: Sgl,U=0.87 245.94 11:2 SHGC: SHGC=0.38 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:15.50 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 25.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.809 ft. Area Weighted Average SHGC: 0.380 14.Hot water systems 8. Floor Types (1385.0 sgft.) Insulation Area a.Electric O=Cap:40gallons a.Slab-On-Grade Edge Insulation R=0.0 1385.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.178 Total Proposed Modified Loads: 39.32 PASS Total Standard Reference Loads: 49.22 I hereby certify that the plans and specifications covered by Review of the plans and t JUE S74" this calculation are in compliance with the Florida Energy specifications covered by this Ott Code. { calculation indicates compliance „ with the Florida Energy Code. rrra; PREPARED BY: Before construction is completed .� DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. , with the Florida Energy Code. ©D WE OWNER/AGENT- BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/2/2014 4:33 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: RAFAEL MARTINEZ Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1385 Lot# Owner: Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 511 NE 101 STREET Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blocks 1385 12465 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1385 12465 Yes 6 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 175 ft 0 1385 ft2 ---- 0 0 1 ROOF / Roof Gable Roof Solar SA Emift Emitt Deck Pitch �/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1500 ft2 0 ft2 Medium 0.65 No 0.9 No 30 22.6 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1385 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 1385 f? 0.11 Wood 5/2/2014 4:33 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Ornt 10 Wall T41pe R-Vah le Ft In Ft In Aren R-Vnl--e Fraction Ahqnr 0 1 N Exterior Concrete Block-Int Insul Main 4.09999 6 7 9 59.3 ft2 0 0.75 0 2 E Exterior Concrete Block-Int Insul Main 4.09999 60 8 9 546.0 ft2 0 0.75 0 3 S Exterior Concrete Block-Int Insul Main 4.09999 29 9 9 267.8 ft2 0 0.75 0 4 W Exterior Concrete Block-Int Insul Main 4.09999 50 7 9 455.3 ft2 0 0.75 0 5 N Garage Concrete Block-Int Insul Main 4.09999 23 2 9 208.5 ft2 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main None .4 3 6 18 ft2 2 S Insulated Main None .4 3 6 18 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang �/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 2 Metal Single(Clear) Yes 0.87 0.38 10.4 ft2 13 ft 0 in 2 ft 0 in Drapes/blinds None 2 E 2 Metal Single(Clear) Yes 0.87 0.38 33.9 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 E 2 Metal Single(Clear) Yes 0.87 0.38 39.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 4 E 2 Metal Single(Clear) Yes 0.87 0.38 48.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 5 S 3 Metal Single(Clear) Yes 0.87 0.38 28.2 ft2 5 It 0 in 2 ft 0 in Drapes/blinds None 6 S 3 Metal Single(Clear) Yes 0.87 0.38 25.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 7 W 4 Metal Single(Clear) Yes 0.87 0.38 44.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 8 W 4 Metal Single(Clear) Yes 0.87 0.38 5.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 9 W 4 Metal Single(Clear) Yes 0.87 0.38 9.6 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 549.5924 ft2 549.5924 ft2 61.22 ft 9 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 1816.4 99.72 187.54 .345 8.7434 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 25 kBtu/hr 1 sys#1 5/2/2014 4:33 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15.5 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 75 ft2 Attic 25 ft2 Default Leakage Main (Default)c(Default)c 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar Apr May [X]Jun Ju I AugX]Se Oct [ ]Nov Dec HeatinJan Feb Mar E Apr f May [ ]Jun Jul 4 Au [ ]Sep E Oct [X]Nov Dec Ven, Jan Feb Mar [X]Apr [ May [ )Jun Jul [ Aug [ ]S [X]Oct [X)Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(W EH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(W EH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/2/2014 4:33 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 511 NE 101 STREET PERMIT#: MIAMI SHORES, FL, MANDATORY REQUIREMENTS SUMMARY-See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces:gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker / (electric) or shutoff (gas). Circulating system pipes insulated to= l/ R-2+accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. / No make-up air from attics, crawlspaces,garages or outdoors adjacent V to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from -- site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special / equipment occasion cooling or heating capacity requires separate system or t/ variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/2/2014 4:33 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Residential System Sizing Calculation Summary Project Title: 511 NE 101 STREET RAFAEL MARTINEZ MIAMI SHORES, FL 5/2/2014 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(?ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 16271 Btuh Total cooling load calculation 33728 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Strip Heat) 153.6 25000 Sensible(SHR=0.75) 93.7 27000 Latent 183.2 9000 Total 106.7 36000 WINTER CALCULATIONS Winter Heatin Load for 1385 sqft) Load component Load Window total 246 sqft 4279 Btuh mtet'� 1 ga arvanwstssvbb Wall total 1255 sqft 3745 Btuh Door total 36 sqft 288 Btuh r Ceiling total 1385 sqft 474 Btuh Floor total 1385 sqft 4130 Btuh Infiltration 115 cfm 2522 Btuh Duct loss 832 Btuh Subtotal 16271 Btuha. z�> Ventilation 0 cfm 0 Btuh %' TOTAL HEAT LOSS 1 16271 Btuh SUMMER CALCULATIONS Summer Coolin Load for 1385 sqft) Load component Load Window total 246 sqft 8757 Btuh Wall total 1255 sqft 2809 Btuh Door total 36 sqft 432 Btuh Ceiling total 1385 sqft 1043 Btuh taWnthte„su4%) Floor total 0 Btuh s wm sawor %r Infiltration 86 cfm 1419 Btuh Internal gain 13380 Btuh ; Duct gain 976 Btuh Sens.Ventilation 0 cfm 0 Btuh -. Blower Load 0 Btuh CeM.gs(3 ) Total sensible gain 28816 Btuh Latent gain(ducts) 320 Btuhs�{$ > Latent gain(Infiltration) 3391 Btuh �aoracss3 Latent gain(ventilation) 0 Btuh tnfl.$14%) Latent gain(internal/occupants/other) 1200 Btuh Total latent gain 4912 Btuh TOTAL HEAT GAIN 33728 Btuh Energ ys Sizin 7 ,_. 8th Edition PREPARED BY: DATE: EnergyGauge®/USRFZB v3.1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index,the more efficient the home. 511 NE 101 STREET, MIAMI SHORES, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1328.30 ft2 b.Concrete Block-Int Insul,Adjacent R=4.1 208.50 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1385.00 ft2 6. Conditioned floor area(ft2) 1385 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a U-Factor: Sgl,U=0.87 245.94 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:Main 6 75 SHGC: SHGC=0.38 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 36.0 SEER:15.50 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 25.0 COP:1.00 Area Weighted Average Overhang Depth: 2.809 ft. Area Weighted Average SHGC: 0.380 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 1385.00 ft2 a.Electric Cap:40 gallons EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �KEsr Construction through the above energy saving features which Will be installed (or exceeded) tion in this home before�finalspction. Otherwise, a new EPL Display Card will be completed ', `'�� r :` , based on installp an 4eature �» rau, 4! �,.�' 0 Sunder Sighature: Date: [z 11,4 Address of IdevlTtlMe: 5 f 1 g V-- ( 0 t b-T , City/FL Zip: AAA AMS 13$l-kk Cpl *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software r MIAMI- ® MIAMI-RADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE www midadeaMUI era! Lawson Industries,Inc. 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the.AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I. APPROVAL DOCUMENT:Drawing No.LAW-ML-1001,titled"Aluminum Tube-Mullions"Sheets I through 10 of 10,dated 04/27/10 with revision A dated 01/25/12,prepared by manufacturer,signed and sealed by Thomas J.Sotos,P.E.,bearing the Mi4mi-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:.Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this produce~ TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA N 10-0610.02 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. M�gMI e o NOA No.12-01-27.07 'PROVED! Expiration Date: May 30,2017 It J1t- Approval Date: March 29,2012 _!t Page 1 t Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions"Sheets 1 through 10 of 10,dated 04/27/10 with revision A dated 01/25/12,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 20294 along with marked-up drawings and installation diagram of 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-1714, dated 8/27/02, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA#03-0225.07) 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 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1716,dated 8/27/02,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA#03-0225.07) 3. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-T071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA#03-0225.07) 4. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1383, dated 2/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA#02-0501.05) 5. 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 sliding glass door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1718,dated 8/27/02, signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under NOA#03-0225.06) Manuel.Per Product Control Exa •er NOA No.12-0127.07 Expiration Date: May 30,2017 E-1 Approval Date: March 29,2012 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1717,dated 8/27/02, signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under NOW 03-0225.06) 7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-1376, dated 1/31/96,signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA#03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by Thomas J. Sotos,P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated January 25,2012, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest,dated May 20,2010,signed and sealed by Thomas J. Sotos,P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02,issued to Lawson Industries,Inc. for their Clipped Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I.,approved on 10/06/10 and expiring on 05/30/12. Manuel P z,P.E. Z, Product Control Rxwfiiner NOA No.12-0127.07 Expiration Date: May 30;2017 Approval Date: March 29,2012 E-2 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-OADE 1?y ¢ ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. GLAZING HORIZONTAL MULLION PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS ANCHOR/CGP HORIZONTAL MULLION GLAZING USING MULLION PROPERTIES ONLY n e PRODUC 3 m + C4 �o GENERAL NOTES. o✓B.. .xQy� ` 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE ; 3 / REQUIREMENTS OF THE FLORIDA BURRING CODE 2010 EDITION INCLUDING Z ! VERTICAL + a HIGH VELOCITY HURRICANE ZONE (HVHZ). _ O z VERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE W O MULLION MULLION 3 APPLICABLE FLDRIDA BLOC. CODE REQUIREMENTS LE:WIND LOAD,WATER �` .c v $ INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 0 3. MUWONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, •s O GLAZING GLAZING GLAZING �,.� INCLUDING WDOWS, DOORS OR COMBINATIONS MAY BE MULLED. W fd GLAZING IN PRODUCT PRODUCT PRODUCT y PRODUCT 3 4.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 3 LOADS TO THE STRUCTURE. S.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANGORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR/CLI 3 B.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS I ARE NOT PART OF THIS APPROVAL.7.A LOAD OMMON INCREASE IN ALLOWABLESTRESS B USED IN DESIGN OF WOW ANCHORS ONLY. CC 8. MATERIALS INCLUDING BUT NOT LIMBEDTO STEEL OR METAL SCREWS, Wt W2 w3 THAT COME INTO CONTACT WITH OTHER otSS uR MATERWS SHAD.MEET ,jMULLION SPANMULLION SPAN THE REOLWREMEtM OF THE 2010 FLORIDA BLOC.CODE-SECTION 2W3.&4. IW1 + w2 + W3WIDTH (W) = MULLION & CLIP NOTES: 1. FOR MULUONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP ' REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET Q1 4 OF 10 FOR DETAILS AND NOTES. GLAZING • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS i 8 PRODUCT `��. 3 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS VERTICAL 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. I + w REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS GLAZING GLAZING PRODUCT PRODUCT 5 GLAZING GLAZING tl Ii Y PRODUCT PRODUCT o a VERTICAL n rn ANCHOR/CU MULLION ex a ANCHOR/CLIP lu It Wt wt Wz b�� W MULLION SPAN $� 41 F - PRODUCTREVISM r W181001N� WIDTH (W} = wt 2 W2 WIDTH (W) = Wt 2 W2 A=cvwmNo6' ''i• `''��• DMs 17 t1 � TYPICAL MULLION ARRANGEMENTS A use .res .196 TIP. _ 4500 C i A6E vmb.X9359 r1 y 1.005 15Q6 A6E 'rZ e 4.000 OA00 .115 47 a29 D;Q a i� 61 6 3'000 3.06E 3.000 .115 z a 2 x a TYPiGN N 4,= STDIr1ULL1UBE WINDOW FRAME EA00 473e 24" 2.000 Vi Z i O sl 2Y MULLION CUP 3= O Qv 6083-T6 ~ a� a� I.000 •1$6 ao2 f-000 ass .078 aS a ,7� NOTCH sAOD 4ebz 4188 1-062 1.188 IA62 i �/�" STD XTUBE 1 X 4 1 x 3 1 x 3 1 x 2 1 x 2 ` W 0 MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MUi IO CUSTOM M n ICN m 8063-Y6 8063-T6 6063-TB 6083-T8 6063-T630 Ixx: 2.070 int Ixx: 1400 in! Ixx: 0.950 int Ixx: 0.370 int Ixx: 0.3In'. ® ® o -a=- Sxx: 1,035 ins Sxx: 0.667 ins Sxx: 0.633 ins Sxx: 0.370 Lns Szx: 0.330 ins o (FLANGE Fwwa (FIN FRAMIE) (FLANGE FRAME) (FIN FRAMEME} TUBULAR } (FLANGE FRA ® O sr i STANDARD SHAPES TYP.WALL a.125'ALL E.000 C ALLOY-6083-T8 4ppp .Iso 77PICAL aE9 04 61.AZM PRODUCT NN lA00 P..ODOa23 4 j �0 a2s 2.E90 l.a� OA00 'les 1 6000 .reS 3000 4.900 2-000 a iX MULLON CLIP 1000 3000 OA00 Q0 8 8063-T6 1x2 i �. MULLIONS CONTAINING srD. TUBE 1x4 1x3 MULI_inN STD. TUBE MULLION STD. TUBE MULLION NOTCH TYPICAL GLAZING PRODUCTS 2 x e 8083'76 606.T'T8 Boas-T8 OPTIONALHORIZONTAL 2 X L__4 Ixx: 2.070 in! Ixx: 0.950 ink Ixx- 0.330 ink aas SEE WINDOW OR DOOR APPROVAL FOR STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 ins Sxx: 0.633 � 330 ins FASTENERS SIZESAND SPACING 063 0083-Te 8 -T6 8xi1d6ig v ® a Ixx: 8.280 in' Ixx: 2.980 in' X06 '" 77 is Sxx: 2.780 ins Sxx: 1.490 ins 1.� �1• CLIP LENGTH CTANArm INSTRUCTIONS: USING MULLION PROPERTIES ONLY 18ULL "L" ° I X 2 1.688• usE cHnRrs AND GRAPHS FOUG"g' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 1 X 3 2.688• STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARDCUTAR OPEN% AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADS 'Off•'~ ��d��ii COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. A;'•• :. a A;-. ti4, NOTCH NOTCH1 X 4 3.688' STEP 2 RE�aAPPROM AROMENIM oIAZINO PRD°Dors MEETDD AHIWIE LtND ,� A, O O'.„M OPww 2 X 4 3.688' STEP APPROVALNOTES COON TO MyuioN AS PER PRODUCT NOTES: * lM OC'Z les�N 2 X 6 5.688• STEP 4 SPECIFY MmOmuM SN01 SPACING, 1. REFER TO THE GENERAL NOTES ON SHEET OV F .GJ 2Ao0 Y1ptE 1. ALL CUPS AND ANGLES ARE TO FIT WITH CHARTS ONSHEET3 HA 10 SELECT MULLIONMULLION92E 1 OF 10 FOR BUILDING CODE COMPLIANCE. STEP S WITIS . DESIGN RATING DESIGN LOADSPECrtILti SNUG INTO TUB MULLIONS. M STEP T ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR ..••• ANGLE CUP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON MEET 8 THRU 9 AND ANCIM CHARTS HORIZONTALLY. // ° ea3-re INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 6.SELECT MOM TYPE WOW DESIGN RATING 3, REFER TO SHEET 1 OF 10 FOR TYPICAL. MULLON tt16 6t EaaO ANCHOR DETAIL AT SHEET 9 OF 10, MORE TWIN THE OEM LOADS SPECIFIED IN STEP T ASM. ARRANGEMENTS OR STACK CONFIGURATIONS. Q Tu-NIVELLON TUBE Width N MULL SPAN 1X2 1X3 1X4 2X4 2X8 W161thM MULLSPAN 1X2 1X3 1X4 T 2X42X8 Width MULLSPAN 1X2 1X3 1X4 2X4 2X8 uu�� 18 150.0 150.0 150.0 1540. 1580 18 28.3 81.5 150.0 1540 130.0 18 18.3 421 80.5 1540 g 24 150.0 150.0 160.0 160.0 150.0 24 212 61.1 133.2 150.0 1640 24 31.5 45.4 1282 0 $ d 123,0 150.0 150.0 150.0 150.0 30 17.0 4&9 108.5 1 1540 130,0 3a �.2 38.3 1049 m" 38 102.5 150.0 160.0 150.0 1880 40.7 888 1278 150,0 38 - 21.0 30.3 84.1 X 42 87.9 150.0 150.0 150.0 1540 42 34.9 78.1 109.5 1540 42 18.0 2b.9 72.1 m 2 46 38.318" 78.9 150.0 150.0 150.0 1580 d72 74414" 30.8 68.8 �.8 150.0 48 120" 15.8 22.7 63.1 0 .. o 54 88.3 I .6 150.0 150.0 1540 272 592 852 150.0 54 212 58.1 �� y 80 61.5 123.9 150.0 1340 150.0 24.4 53.3 78.7 1442 BD 982 60.b 3 r h $ Go 65.9 112.6 150.0 150.0 1580 22.2 48.4 69.7 131.1 86 18.5 45.8 ;� d R 72 51.3 1032 160.0 150.0 150.0 20.4 44.4 83.9 1202 72 15.1 42.1 W Z - O . 78 47.3 95.3 150.0 150.0 1540 18.8 41.0 59.0 110.9 78 - 38.8 z 7 R S 18 89.3 150.0 160.0 1340 150.0 18 58.3 1228 150.0 1540 IS - 31.6 45.5 1284 24 67.0 150.0 160.0 150.0 1b0.0 24 42.2 920 1324 1540 24 - 23.7 34.1 94.8 $ 30 53.0 142-3 160.0 150.0 1540 30 33.8 73.8 105.9 1580 30 18.0 27.3 75.8 W a It 38 44.6 118.8 1 150.0 1540 150.0 38 28.1 61.3 88.3 1580 38 15.8 22.7 832 m z S 42 38.3 101.7 1 150.0 1540 150.0 42 24.1 52.8 75.7 1S0.0 42 18.5 54.2 '� g 48 604 " 33.6 89.0 145.4 1580 1840 48 54" 21.1 48.0 68.2 140.8 48 132" i1 64 29.8 79.1 1292 150.0 150.0 64 18.8 40.9 58.8 1252 54 - 132 42.1 ca 80 28.8 712 118.3 1840 1580 18.9 36.8 53.0 1127 80 g p 12 c Be 24A 04.7 106.7 15MO 150.0 86 15.3 33A 48.1 1024 68 34.5 � 72 223 59.3 98.8 139.5 1540 72 - 30.7 44.1 93.8 72 - - 78 20.6 54.7 89.6 128.8 9580 78 - 28.3 40.7 88.7 78 - - 31.8 292 C m 18 62.8 180.0 160.0 150.0 1540 15 - 37.7 82.1 118.3 ISMO 18 24.3 35.0 87.4 24 48.9 135.1 160.0 130.0 150.0 24 28.3 61.6 88,7 150.0 84 - 18.3 28.3 73.0 g 30 37.5 108. 160.0 180.0 150.0 30 22A 49.3 71.0 150.0 30 38 21.0 59.4 31.3 80.1 1600 1540 1580 38 18.8 41.1 59.1 143.8 38 .5 48. 42 28.8 772 131.1 150.0 I IBRO 42 182 352 50.7 1232 15.0 41.7 48 57" 23.5 87.5 114.7 150.0 ISMO 48 Be. 30.8 44.3 107.8 48 144" _ 38.5 84 20.9 80.0 101.9 1488 150.0 54 27.4 39A 95.8 54 �g 8O 18.8 64.0 91.7 1321 1540 80 - 24.8 35 5 88.3 60 202 E! 88 17.1 49.1 83.4 120.1 150.0 98 22A 32.3 78A Be 8 72 15.8 45.0 76.6 110.1 150.0 72 20,6 29.8 71.8 72 _ 3 0 78 41.6 70 8 101.8 154 78 - 27 3 88.3 - 22 18 46.3 133.4 160.0 150.0 15MO 18 - 28.5 67.7 83.1 1580 18 24 34.8 10D.0 150.0 150.0 1500 24 19.9 43.3 823 1540 24 733 84.8 ~ 31.0 88.1 30 27.8 60.0 160.0 150.0 1 0 30 - 15.9 34.6 49.6 1383 30 18.6 51.7 38 23.2 68.7 1262 15AO 1580 36 - - 28.8 41.5 113.8 38 155 43.1 42 18.9 572 107.3 1540 150.0 42 24,7 35.6 97A 42 313•9 48 53" 17.4 60.0 93.9 135.1 150.0 48 Ice" 21.6 31.1 852 40 160" 32.3 54 15.4 44.6 83.4 120.1 1b00 84 - 192 27.7 7B.7 64 28.7 80 40.0 75.1 108.1 1640 80 - 17.3 24.9 68.1 60 25.8 88 38.4 88.3 60.3 IBRO W 15.7 22.7 82.0 72 33.3 82.6 90.1 1500 72 20.8 58,8 72 21.5 a $ 78 60.8 67 832 160.0 78 - 192 524 78 19.9 F uRtzcw u ruwau %'cuarniO TYPICAL MULLION ARRANGEMENTS eee0�o��retr�ey��i VFRnm PROWCTmvuJoN , ; -ARCM TO BE MMSED PRo MAZING T a NOTE: :S• O' rn w MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PR RWAM K s DiaZDrO ; VERTICALLY OR HORIZONTALLY. �� a10 PROD= PROD=-1 1 (INTERPOLATION BETWEEN WIDTHS ALLOWED) 9xllaEe . Wt W2P - WIDTH (W) = Wt + W2 ,, ....4,,t, I_ Muum SPAN r4 2 r c 1.890 a2s too0 Aim, r D62 .8e8 L000 ESOD s 096 TYP, -les aw ap •688 3AOD .125 y 1.409 4.000 4.000 3000 013 1'7'32 •�•� C 2 X 4 4.0003.6E5 32110 2.beB 3= 3Me 0TYPICAL 4.',00 MULLION WINIM FRAME Z v R 0 z $ 2X MULLION CLIP 6063-76 .lee 1� LL air ao2 1� ° i 2 X 6 L062 LOBE 1 X 3 1a� ��•• j NOTCH t• 6-000 1 X 4 STD. TUBE MULL I°N 1 X 3 1. OPTIVOUL M I 1 X 4 STD TUB M Wo 1 X 3 am-To CUSTOM MULLION k 1 CUSTOM MULLION 8087-T6 CUSTOM MULLION 8083-TS a sm-ye 6083-i8 irls • Ixx: 2.168 hn Ixx: 2.218 ink E» bi Ixx: 4.709 in4 Ixx: 4.709 0Ixx: 2.168 GT. y Sxx: 1.445 ins Sxx: 1.479 iW � Sxx: 2.355 Ina Sxx: 2.335 Sxx: 1.445 in. .^a Os ® 2.000 (FLANGE FRAME) (FLANGE FRAME) (FIN FXWE) 0 ® 2.000 ALLSTANDARD TU.125"SHAPES .i HALL a.126•ALL 1.338 p _ p ALLOY= 8083-T6 • TYPICAL M A GLAZING PRODUCT aeo 222 h 029 2250 I= r 2400 4.00000 /12 SYS4= 012'OC. 4.000 e TX MULLION CUP 3000 8000 7323 6063-TB MULLIONS CONTAINING 8 I' TYPICAL GLAZING PRODUCTS CaxS.aNOTCHaPT�AZt HORIZONTAL OR VERTIoam13MIftCodo SEE WINDOW OR DOOR APPROVAL FOR 2 X 62 X 4 Aoceph—No FASTENERS STIES AND SPACING STD, TUBE MIL LON STD. TUBE MULLION � � T an-re 8033-76 �yy z Ixx:19.648 ink Ixx: 7.649 in! OAiA �& CLIP LENGTH Sxx: 6.549 ire Sxx: 3.825 h13. INSTRUCTIONS: RECTANGULAR ALUMINUM TUBE MID 11DNs VNULL "L" BUSING MULLION PROPERTIES ONLY �e 1 x 2 1.688• USE CHARTS AND oaAPFLs As FOLL04g. ve°°eek•. N ?�N��Gi 1 X 3 2.688• STEP t OETMONE DESIGN LOAD REOvwED Fal PART=AR OPEMM THESE MULUONS ARE RATED FOR LARGE MISSILE IMPACT me�,`O•.•, �Q�i�M AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE ^��• LL 6'•y NOTCHI X 4 3.688' STEP 2� Gum PRODUCTS►IEErwO ABOVE Law COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. •aj� 1s. O �: OPTIONAL 2 X 4 3.688• STEP 3USE APPROVAL�TO MULLION A6 PER PROOUCf NOTES: MIN '2-0STEP 4 SPECIFY MAIGWM swu sPACINO. 1. REFER TO THE GENERAL NOTES ON SHEET 00 USING CHARTS ON SFIEET 5 OF To SELECT MLtLtON 312E 1 OF 10 FOR BUILDING CODE COMPLIANCE g•'• Qd 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 WOH I 'R RAIM MORE THAN Ompa LOAD SPECnw 2, MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. IN STEP t ARM. ANGLE sLIGRIS HORIZONTALLY. � Oj •••* No-is INTO TUBE MULLIONS, SEE OPTIONAL STEP B ON W TYPE C�rH RAnNO 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION •�� E 2m ANCHOR DETAIL AT SHEET 9 OF 10. MCK THAN THE DESIGN LOADS vEmao w STEP T Awf_ ARRANGEMENTS OR STACK CONFIGURATIONS. q STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS Width w MULLSPAN 1X3 1X4 2X4 2X8 Width w MULLSPAN 1X3 1X4 2X4 2X8 Width w MULLSPAN 1X3 1X4 2X4 2X8 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 150.0' 18 44.0 95.7 150.0 150.0 p 24 160.0 150.0 150.0 150.0 24 130.5 150.0 160,0 150.0 24 33.0 71.8 118.8 150.0 34 150.0 160.0 150.0 150.0 30 111.8 150.0 150.0 50.0 30 26.4 67.4 93.2 150.0 � g 36 160.0 150.0 150.0 150.0 36 93.0 1so.0 150.0 150,0 36 22.0 47.8 77.7 150.0 ,^�m S 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 88.8 150.0 $m v v 48 38-3/8" 150.0 160.0 150.0 150.0 48 74-114" 88.7 150.0 150.0 150.0 48 120' 18.5 35.9 58.3 148.7 54 150.0 150.0 150.0 150.0 64 82.0 134.8 150.0 150,0 64 31.9 51.8 133.1 w " 80 160,0 150.0 150.0 180.0 80 55.8 121.2 150.0 160,0 80 28.7 46.6 119,8 88 150.0 150.0 150.0 150.0 88 60.7 110.1 150.0 150.0 68 28 1 42.4 108.9 z i 72 150.0 150.0 150.0 150,0 72 46.5 101.0 150.0 150.0 TZ 23.9 38.9 98.8 76 150.0 160.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 22 1 35 9 92 1 _ O 1 150.0 150.0 150.0 150.0 18 128.4 150.0 160.0 150.0 18 33.1 71.9 116.8 150.0 41 Z 1 24 150.0 150.0 150.0 160.0 24 96.3 150.0 150.0 150.0 24 24.8 63.9 87.6 150.0 t 51 30 150.0 150.0 150.0 150,0 30 77.1 150.0 160.0 160.0 30 18.8 43.1 70.1 150.030 y Ra 150.0 150,0 160.0 150.0 38 64.2 139.5 150.0 150.0 36 16.6 35.9 58.4 150.0 42 160.0 150.0 150.0 150.0 42 55.0 119.5 150.0 180,0 42 30.8 50.0 128.5 c�5 48 80618" 150.0 150.0 150.0 150.0 46 84" 48,2 104.8 150.0 150.0 48 132" 27.0 43.8 112.6 { 64 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 60 160.0 150.0 150.0 150.0 80 38.5 83.7 135.8 150.0 80 21:8 35.0 80.0 - d z 147.7 150.0 150.0 150.0 68 35.0 78.1 123.8 150.0 88 19.6 31.8 81.8 72 135.3 150.0 160.0 150.0 72 32,1 89.7 113.3 150.0 7Z - 18.0 29.2 75.0 78 124.9 150.0 150.0 150.0 78 29.8 84.4 104.8 .150.0 78 16.6 28.9 89,2. 18 160.0 150.0 150.0 160.0 18 86.0' 150.0 150.0 150.0 18 25.5 55.4 89.8 150.0 24 150.0 150.0 150.0 150.0 24 84.5 140.1 150.0 '150.0 24 19.1 41.6 67.5 150.0 30 150.0 160.0 150.0 150.0 30 51.8 112.1 150.0 150.0 30 15.3 33.2 64.0 138.6 38 160.0 160.0 150.0 160.0 36 43 0 93.4 150.0 150.0 36 2T.7 45.0 115.5 42 150.0 160.0 160.0 150,0 42 36.8 80.1 130,1 150.0 42 23,7 38.5 85. 48 67" 150.0 150.0 9.0 150.0 150.0 48 88" 32,3 70.1 113.8 150.0 48 144" 20.8 33.7 88.5 `l 84 137.0 150.0 150 0 150.0 54 28.7 82.3 101.2 150.0 64 18.6 30.0 77.0 so 123.3 160.0 150.0 160.0 80 25.8 58.1 81.1 150.0 80 - 18.8 27.0 89.3 88 112.1 150.0 150,0 150.0 B6 23.6 51.0 82.8 150.0 88 15.1 24.5 83.0 72 102.8 150.0 150.0 150.0 72 21.5 48.7 75.9 150.0 72 22.5 67.8 78 94.8 .0 159.0 150.0 7 .9 4 . 70. 80.0 78 - - 20.8 63. 18 150.0 150.0 180.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79,8 150.0 8 24 150.0 150.0 150.0 160.0 24 45.3 98.4 150.0 160.0 24 18.9 38.7 59.7 150.0 i $ 30 150.0 160.0 150.0 160.0 30 36.3 78.7 127.9 150.0 30 29.4 47.7 122.8 38 150.0 160.0 150.0 159.0 36 30.2 85.6 108.6 150.0 36 24.5 39.8 1022 130.5 150.0 150.0 150,0 42 25.9 58.2 91A 150.0 42 21.0 34.1 87.6 48 83" 114.2 150.0 150.0 150.0 48 108" 22,7 49.2 79.9 150.0 48 ISO" 18.4 29.8 76.8 64 101.5 180.0 150.0 150.0 84 20.1 43,7 71.1 150.0 54 18.3 26.5 68.1 60 91.3 150.0 160.0 150.0 60 18.1 38.4 64,0 150,0 80 23.9 81,3 88 83.0 150.0 150.0 150.0 18.6 35.8 68.1 147.0 88 $ r 72 78.1 142.4 150.0 160.0 72 15.1 32.8 53.3 134.8 72 19.9 81.1 a 78 702 131.4 150.0 150.0 78 90,3 482 124.4 7 18.4 47.2 HORIZONTAL MILLION VERTICAL 4'�:- iHnznxs 1YPIQ& MULLION ARRANG MENTR PRODUCT 0oeA 4b••�;..a�al��O�oo o lB7LLRlN ARCHES TO BE INSCRM Z INSIDE RECTANG"SHAPE a �to101 0 .yV�4r GAZING GL4ZM fl dz NOTE Q t PRODUCT PRODUCT �]0. s W MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRCDUCrREMED * O GLAZING GLIVIND VERTICALLY OR HORIZONTALLY. -complftwith BroFlwh 0 PRoo= PRooucT (INTERPOLATION BETWEEN WIDTHS ALLOWED) � �O�O••..,• ••• �eCl n�loa Dees �7 w, w2 MULLION SPAN WIDTH (W) = w' z w2 n A MIN. EDGE DIST, s/te•TAPCOtS MIN, EDGE DIST. 2-3/16"CONCRETE OR 1_3/4•rw•¢recp INTO MASONRY 2-3/16' CONCRETE OR s 4" HOLLOW BL K 2 PER CUP(1 oR F�raKy s/18.T 4" LLOW B K sps-uvmKs 3 t 4' 1-3/4'MIN.EMBED INTO MASONRY 1-3/a•MAR.wren MM MASONRY s/1e'Tu�oRs MIN. 1 1-3/a'Mut.EwmEo INTO MASONRY PER ANGLE 3/4 a PER CLIP(2 ON EACH NKNG) 2 PER ANGLE to ii it li ii II II I I Z x • !1CONCRETE OR 1 I� I sq O v� cp ____- CONCRETE OR f�-;� CEMEIrt BLOCK f i ij 2 X 2 x 1 Ii_il CEEMENT CONCRETE I II ! • !(� O \ ---- CEMENT BLOCK f l II u µMy ---------- �; l 1 1� 2 X 2AI�X.LE <1< a i i i i TLOAt1Rc eLP 1 i+l 2 7 16 1 fLMTNG 1 1 1 I1 a i i MIN. 1 1 1 I Q� �0•, 3 IN. x .y.• +,!.•• WILL MIN. L•Y+,T.~, ,••••t l r••,•^/� MULL tr tr ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'D' (INTO BLOCK) 1 ANCHORS TYPE F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) 114 �a 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK \§ 1'X4" k 2"x4' MULL 0ALTERNIXTE l 1 i ANCHOR LOCATION MUIl �`•Lto`yl. Mlfl.l. F10A7XJG CLP Ir' _ ------------- JIM -------.-. ---- CONCRETE OR �T= CEMENT BLODK fi i� o a 7. 1-3/4'UX EMBED INTO MASONRY :• e 2 PER CUP(1 ON EACH WING) s/I8'TAPCORS t8T 1 _ // 1-3/A-MIN.EMBED INTO MANY 1 g i i i ¢1PPERRAANGLE a PER CUP(2 ON EACH YlING) a ■ l a t 1 1 6iq t' 11 I i i i l i i ��Os ...••.....0, rrrr i i I I I I ALL CLIPS AND ANGLES TO FIT SNUG t0 Q111�t INTO TUBE MULLIONS. 4) • < e• TAPCONS MAY BE HEX OR FLAT HEAD. '' •.;y z•' '•-•'j+ ma+Rplyblgwhiagm IQ� b� "•e'! '•'r w •_Y ••• CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED BuBNo �L O ••�� WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 6xpitxBonDds' �I�, �1 j•••.••• �� 1-3/4"a'VOL EMBEDS S/INTO MASONRY'TASONRY WATER-WHITE METR4CRYIATE V=MR, By 1 PER ANGLE MI11mi a la MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16* CONCRETE OR 2-3/16- CONCRETE OR 4' HOLLOW BLO K 3-3/4' 5/16..TAPCONS 4 HOLLOW BIA K 3-3/4- 5/IS-TAPCOW MIN. 1-3/4 MIN,DOM INTO WSOURN MIN. 1-3/4-MX VM INTO WSON" 4 m CUP(2 ON EACH WIND) 4 PER CUP(2 ON EACH WIND) CLIP LENGTH w ft z KIM 2 X 4 3.686' 0 iv 2 x 6 5,68w—, 0 2X$MULL 5/16-TAPCONII WOOD IN= zi 1-3/4-1101.EY6ED INTO MASONRY 2X6 MLU ------------------------------- 4 PER CLIP C2 ON EACH WNG) 5/16-TAPCONS VASOMY 1-3/4- EMOM 0110 1 3/4' 4 PER CLIP(2 Om EAcH wm) MIN. ------------------------- 1 3/4' MIN. S4 2X"S VWW=U CLIP LENGTH 20 MULL d : _2x"s MILL 4% 2 X 4 3.688' --------- 0 2 x 6 >z MIN. 5 11/16* PCO L TUBE MULLIONS. ANCHORS TYPE 'E' (INTO BLOCK) T ALL C'ps AND ANGLES TO M SNUG ANCHORS TYPE 'H' (INTO CONCRETE) ley ANCHORS TYPE 'E' (INTO BLOCK APCONS MAY BE HEX OR FLAT MEAD. WOOD BUCK 4 ANCHORS THRU IX BUCK ANCHORS TYPE 'H' (INTO CONCRETE) INTO CONCRETE OR SOCK OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED ANCHORS INTO CONCRETE or BLOCK WITH ALKALI--RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR 2W MULL SHOWN2"Xd*MULL SHOWN WATER-WHITE=RnATE LACQUER. ;If ! A%:, 00 co* 1 1� PRODUCTRISVISED 0 as ewfiTlyho im*A vkdh No ANCHOR OW S BSIRATE ANCHOR TYPES 94d TYPES od StOMIE .� V79th 14@Dn A 8 F V� MOM iy181a1 B F O N4 K. wi Vad. Bik ok k Calc Oalc Odic. NX VVx Vvi Bit BI Hk Cmc Cma NN. 18 1W 1W 7W 1W 1w IM 1W 1w 1w 18 01 1w 1w 1w 1w tw '160 '� 1w 18 58 112 'I29 tw 180 144 1w 1w 1w 24 132 1w 1w 1w tw IM iw 150 16D 24 8B 133 160 iw 1w 150 %0 tw 180 24 42 84 07 148 150 108 1W 1w 116 m h 30 145 160 1W 1W 1w 1w 1w tw 160 30 64 108 126 1w 1w 140 180 180 15D 3D 34 07 77 118 1w w 130 1W 93 p I L e 36 88 1w tw 1W tw 'Iw 1w 1w 1W 30 45 81 104 1w 1w 117 150 1w 126 30 28 60 as 0T 128 72 109 144 77 42 75 1W 1W 7w 1w iM 7w tw /w 42 39 78 89 134 1w = Im 130 107 42 24 48 88 83 111 82 113 124 W 40 �3i8 88 182 1w tw 1w 15o tw 1w 1W 40 74114 34 8B 78 118 1w 57 132 tw 93 49 120 21 42 48 73 W 54 61 108 68 64 69 117 138 1w 'tw '160 15D tw 1w 54 30 W 70 10S 1w 78 117 15D 03 54 18 37 43 88 W 49 72 W 51 ;y+.qM.. e W 53 WB 121 tw 1w 135 160 150 145 w 27 64 03 94 128 A 106 140 75 6D 77 30 39 SB 77 43 06 87 48 s0 48 00 M 1w /w 123 1W 150 132 W 26 49 57 80 114 01 09 88 so 18 31 35 53 70 39 88 78 42 Z Z O z qq 72 44 88 101 1w 1w 113 150 1W 121 72 23 45 52 78 104 89 W 117 62 72 14 28 32 49 85 28 54 72 So QQW_ � O y 78 41 87 03 140 1w 164 1w 150 111 78 21 42 48 72 W 54 81 100 80 78 19 28 30 45 80 w 87 39 ad 1 d 18 133 tw iw tw 1w 1W 180 150 1w 18 w tw 15D 1W 1w 160 1W 160 1w 18 61 102 117 1W 1S0 '&3'I 1w iw 140 24 1W 7W 1W 1w 1W 7w tw 1w 160 24 W 120 138 tw 180 160 190 'Iw 160 24 38 71 88 132 150 88 148 1w 108 s0 W 1w 1W 1w 1w '� tw 1w 1w 30 46 88 111 iw 1w 124 150 tw 132 30 31 61 70 100 141 79 118 7W 64 t.7 38 67 133 7w tw 1W IM 1W 1w 7w 38 4D W 82 139 fw 103 1w 7w 110 38 28 51 w 5B 117 83 09 131 70 m tt�� 42 S7 114 131 1w 1w 147 1w 180 1w 42 34 69 79 119 tw 69 133 1w 84 42 22 44 W 78 as 69 86 53 48 805ffi W 1w 118 tw 1w 12B 1w 1w 137 48 64 3D W 59 104 138 77 118 180 83 40 132 10 3S 44 58 88 44 74 Be08 53 iid 44 89 102 1w 1W 114 1w 1W 122 64 27 53 81 02 173 89 103 137 73 66 17 94 39 w 78 44 89 87 47 W 40 w w 138 1W 103 1W 9w 110 8D 24 48 55 83 111 82 93 124 W W 15 31 35 53 70 39 59 79 42 p' s0 se 73 83 128 1w W 140 160 100 SS 22 44 5D 78 101 59 86 112 60 W 14 ae 32 49 84 W 64 72 9a ® O z 72 33 W 78 118 15D 85 129 1w 91 72 20 40 48 69 92 lit 78 103 55 72 13 28 20 44 59 W 49 00 35 78 31 81 71 100 141 79 119 1W 84 78 18 97 d3 64 86 48 72 85 61 T8 12 24 27 41 84 30 45 01 32 4 d q 10 118 tw 1w 1w 1w 1 1w 1w 7w 18 70 14D 180 180 18D 1w 180 150 tw 18 47 94 108 1w 1W 120 1w 1W 728 C 24 89 IW 1W 1W 160 7w 150 1w 1w 24 53 103 121 1w 150 196 1w IW 148 24 38 70 81 127 180 w '138 1w 88 30 71 142 1w 160 1W 15D 180 150 1W 30 42 84 97 408 1w 108 1W 7w 118 30 28 60--es 97 120 72 109 144 77 38 59 118 138 1w 1W 160 1w 1w 1w 30 38 70 81 121 180 W 138 iW 98 38 23 47 64 01 108 w W 120 84 Z� 42 51 101 118 1w 1w 13D 1w 1w 139 42 30 W Be 104 188 77 118 1w 83 42 20 40 46 eg 02 ffi 78 103 65 D 43 44 W 102 1w 1w 114 tw ISO 722 4B 96 28 43 61 91 121 88 191 738 72 48 944 18 36 40 81 81 45 86 W 48 84 W 79 91 739 1W 101 1W tw 100 54 23 47 64 87 100 w W 120 04 54 18 31 se 64 72 40 8o W ds ee W 71 32 123 1W 91 137 t60 97 W 21 42 48 73 97 54 81 108 !B w 14 28 48 86 3i sa 72 39 W 32 04 74 111 148 w 125 1W 89 58 19 39 44 88 88 49 74 W 83 88 13 28 Ze 44 89 W W S5 72 W 59 88 102 195 78 114 ISO 81 72 18 40 81 81 45 68 W 49 72 12 23 27 4D 54 w 48 w 32 79 27 W 83 94 7n 70 140 75 78 18 32 97 58 74 42 63 83 40 78 11 22 25 37 w 28 42 w W e a 18 107 1w 1W 160 1W I0 150 ISO 1W 19 62 175 143 1W 160 'M 1w 1w 160 18 45 W 103 tw 1w 116 1w 160 123 24 W tw MD 150 1W 1w 1w 1w tw 24 47 64 109 iW /W 120 1w 1w 128 24 34 W 77 178 1W 87 130 1W 93 30 94 12B 148 1W 150 1w iw tw iw 30 W 75 1,a '120 iw w 148 1w 193 w 27 84 02 93 124 09 104 138 74 �s 38 53 1W 123 1w 150 161 1w iw 147 36 31 82 72 108 149 w 127 1w 88 38 ?Z 48 b2 78 103 58 97 118 82 42 40 91 108 150 1w 118 1w 1w 129 42 27 63 91 92 123 W 103 137 73 42 19 38 44 87 W 49 74 90 53 49 63 40 W 18 '139 160 '103 1w 1w 170 48 106 23 47 54 81 108 w w 120 64 49 180 17 34 39 58 77 43 8S 87 48 84 39 71 02 123 16o QZ 139 1w 98 54 21 42 48 72 90 w W 107 S7 54 1B 30 34 52 89 9s 58 77 41 M 32 64 74 111 147 82 124 150 86 w 19 37 4S W 58 4S 72 96 81 0o 13 27 3f 47 62 35 62 89 37 M 28 S8 97 101 134 78 113 1W w 80 17 34 39 69 78 44 89 87 47 so 12 24 28 42 w 31 47 83 34 III 27 53 61 112 123 89 103 137 73 72 18 31 39 54 72 40 8o BO 43 72 11 22 28 38 w 28 43 88 3134 21 78 27i 49 W 80 113 63 05 727 88 78 14 29 33 w Ba 37 63 74 40 78 10 21 24 38 48 27 W 5i 28 ^ PANCWMP MULLIONANCHOR CLIP NOTES: �` $ Iromzolrtnl. { • 'culzulls �` 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER a Z t;% PROD= � ; TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. �>�e,1 #••��41H wMULL 3 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE a O�•' '••!Oy. 0 0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN t� is 6'•N1 CLAMS Dla2D+D ��d � THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. PRowur PRoolrcr °v, PRODICT oGLAMC iur 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER 41 a•Z� LOCATIONS AT HEAD, SILL OR JAMB ENDS. PROD�TlCTREVISWE� �0+ lJ uuc41o1yeur 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. BusIftscooNO •.•• rqq� • • W7 W2 HORIZON AL MULLION 73y �4jh 11143 SPAN MM a TYPICAL MULLION CLIP ARRANGEMENTS a r �® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w,vw.miamidade. ov/oars/ Lawson Industries,Inc. 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 11SH--7700(Flange Frame)'Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.L7700--0901,titled"Series-7700 Single Hung Flange Frame Impact Window",sheets l through 5 of 5,dated 05/27/09 with revision A dated 01/20/12,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, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#11-0705.09 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0127.16 u Expiration Date: December 27,2016 F310) Approval Date: March 29,2012 Page 1 r o Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700-0901,titled"Series-7700 Single Hung Flange Frame Impact Window",sheets 1 through 5 of 5,dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer,signal 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 3)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked up drawings and installation diagram of aluminum single hung window,prepared by Hurricane Engineering&Testing, Inc.,Test Reports No.'s HETI-09 2530A and HETI-09 2S30B,dated 03/02/09,all signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 09-0706.09) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 3)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window,prepared by Hurricane Engineering&Testing, Inc.,Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A, HETI-08-2060 B, HETI-08-2061 A, HETI-08-2061 B, HETI-08-2062 A, HETI-08-2062 B, HETI-08-2063A,HETI-08-2063B,HETI-084064A and HETI-08-2064B, dated 03/15/08,all signed and sealed by Candido F.Font,P. E. (Submitted under previous NOA No. 0&-0825.17) 3. Test reports on: l)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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window.,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.'s FTL-2987 and FTL-2986,dated 04/43/01 and 03/27/01,all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under previous NOA No. 06-0406.08) Manuel P P.E. Product Controlxa iner NOA No.12-11127.16 Expiration Date: December 27,2016 Approval Date: March 29,2012 E-1 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Lawson Industries,Inc.,dated 05/28/09,revised on 01/18/10,signed and sealed by Thomas J. Sotos,P.E. 2. Glazing complies with ASTM E1300-02/04. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 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. 11-0624.01.issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08111,expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,dated January 25,2012, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest,dated May 28,2009,signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No.11-0705.09) 3. Laboratory compliance letter for Test Reports No. HETI-09-2530 A and HETI-09- 2530B,issued by Hurricane Engineering&Testing,Inc.,dated 03/02/09,all signed and sealed by Candido F.Font,P. E.(SubmiUed under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No.HETI-08--2003 C,HETI-08- 2004 A,HETI-08-2060 A,HETI-08-2060 B,HETI-082061 A, ETI-08-2061 B, HETI-08-2062 A, HETI-08--2062 B,HETI-08-2063A,HETI-08-2063B,HETI- 08-2064A and HETI-082064B,issued by Hurricane Engineering&Testing,Inc., dated 03/15/08,all signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No.FTL2987 and FTL-2986,issued by Fenestration Testing Laboratory, Inc.,dated April 03 and March 27,2001,all signed and sealed by Luis Antonio Figueredo,P. E. (Submitted under previous NOA No. 06-040008) G. OTHERS 1. Notice of Acceptance No. 11-0705.09,issued to Lawson Industries,Inc. for their Series"SH-7700 Flange"Aluminum Single Hung Window—LM.I.,approved on 08/18/11 and expiring on 12/27/16. Man P �i, .E. Product Controlxa ner NOA No.12-0127.16 Expiration Date: December 27,2016 Approval Date: March 29,2012 E-2 INSTALLATION ANCHORS, VINDW FLAMM FRAME WIDTH VINI W FLS FRAME WIDTH pNsrALLATmN aMCxm4s, VINDDV FLANGE FRAME VIM O (0 W NONE SILL e MAX.AT=HEAD N6TALLATOW AMCNDR& W/MAX ON CRIME HERO �3 COCOCO JAxes E EET IN> A 'I►ux.ai p r sa.L0)4 MAX ATO 1roN71L�Qe. A FRAME intoes S BXEEr 141 q 6• LW FRAME.NUMBS<S[E SHEET�.) 6.(W7L-TVP.O b• b• WAX.- m Ni b Au CORniERs ii M,�� LOALL N ii u ; " ii s"I pI eroJ 9/16"11 -� "�' ��,n •'m '7 �--;•u-f-- ____-- cl -c=Nee wO ,D t/e• =e..=c45f_.�/S/`°'=_->.?a B =_�✓./ , O //,.,- o MAK ABOVE �✓� . i o D8 - ✓� : 0 1 � 9 And :v/./ �I o D O i v O I� MEETING WB. ' ,i 10 3/Ib• ,. • (try Z c C=__==i�--- -_''- _ ry yp�{y p� AT T81" 3 w'i IT I In Y[ iD 7 d Z 3 6• TING G! J.MAG. DGw ^CY 6i AT KaTm f is 9NNX BELOW =__ ( D L,If.ETD�MD. _ '' $ 10 314* __ '!/ $ I MEETAIG RADS ,i O.fl QO=A a ii o f ii i ii Q Q q ? 1 b•� b•� y. �FFddy -Na. � O C' EXT.6 INT.FALSE COLONIAL EXT.6 INT.FALSE COLONIALC gg,IBg. MIAJTINS ARE APPLIED V/ y�By. MUNTINS ARE APPLIED W VIMDOVT BRICK WIDTH WINDOW SUCH WID711 V/SILICONE AND ARE WINDOW &!CK WIDTH 81LICONE AND ARE AVAILABLE AS QPTIONAL. . AVAILABLE AS OPTIONAL. 48" x 78" EQUAL LITE ELEVATION UN-EQUAL LITE RADIUS ELEVATION UN-EQUAL LITE ELEVATION • INCLUDES UN-EQUAL LITE AND RADIUS HEAD (LIMITED TO'LOADS ON SHEET 4 OF 6) (LILTED TO LOADS ON SHEET 4 OF 8) (LIMITED TO LOADS ON SHEET a of Is) SERIES-7700 SINGLE HUNG IMPACT WINDOW -- FLANGE FRAME .General Notes: 1 1.) THIS WINDOW SYSTEM 19 DESIGNED AND TESTED To COMPLY WITH THE REX)UIREMBNTS ^•J OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE INSTALLATION ANCHM WINDOW FLAMM TRW WIDTH VEIOCITY (HVHZ) AND ASTM 1300-02. THIS PRODUCT TS IMPACT RE91S1'ANT. W A NAS.AT FRAME HEAD tin AImiE PER FRAME sD1 13 3ie• (SHUTTERS NOT REQUIRED) to FRAME JAMBS tSEE SHEET Ae> A MAX ON 9! 2.) WOOD SUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING o � B RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS pT C OF 2010 F.B.C. A:TO BE REVIEWED BY BUILDING OFFICIAL. b ALL CORNERS S 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES O.LO.w ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED -1148 11/141, 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS,UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL + 11 D 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLADE LAMBIATED GLASS. TYPES TABULATED HEREIN (SEE SHELF$3), AND FOR USE WITH DOUBLE OIAZB § S 7 AT d 1 g LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET 83). . � 6*Km S.) SEE SHEET 3 FOR LOCK DETAILS&OPTIONS. 7.) SEB SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. ^ Y ii W 8.) FOR OPTIONAL FRAME IN3YALLAT[ON DETAILS SEE SHEET 9. 8.) EXT. 8 LWT. FALSE COLONIAL MUNTiN3 ARE OPTIONAL h AND ARE APPLIED W SILICONE s •aRAN', / ?W.BELOW -==T .y'_s�T•- woe OoJ Io 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED MEETBNO RA0.� X c �.• (BY mHgra), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 82 FOR DETAIL A NOTES) �— gg •' WOOD BLACKS TO BE ANCHORED IN COMPLIANCE WITH T1QI 2010 F$C CHAPTER 24. D PRODUCT REVISED O 6 t2y SECTION 11.3.3.3. 6 gA O .�=1g Nil., 11.) APPROVAL APPLIS TO SINGLE UNITS OR SIDE 13Y SIDE MULLED UNITS ` 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MWdI-DADE COUNTY APPROVED WINDOWS USING A M"-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTA81 E EXT.6 MT.FALSE COLONIAL C ;:F� TO 771E ENTIRE MULLED SYSTEM BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY W SILICA AND APPL AK VF salBH � I,j�� ••.... � _ AVAILABLE AS OPTION& OPTIONS. AL. WINDOW SUCX WIDTH * ¢ \ 14. AIL MEEE TALfSTEELOIN CMONPACT WITH ALUMINUM R DETAILS ITHER DISSIMILAR MATERIALS TO BE EQUAL LTTE ELEVATION PAINT®OR PL►TED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODL (LIMITED TO LOADS ON SHEET 4 OF$) c 1/4' TAPCON V/ 1 1/4• ALL WOOD BUCKS ENGINEERED SEPARATELY tl14 S.M.S.Wi 1 1/4' MIN. EMBEDMENT INTO CONC. MIN.EMBEDKENT INTO WOOD, .PT.WOOD BILKS (SEE ELEVATION AT SHEET DI 6 TO BE REVIEWED BY BLDG.OFFICIAL CTYPJ (SEE ELEVATION AT SHEET It L NATER GLASS FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. FOR MAIL FASTENER SPACING) X 1 I/B'MIN MUST SUSTAIN IMPOSED LOADS SILICONE ADHESIVE EDGEBEDDDR6 CtUW0lA1D 60 y INTERIOR ,;•L •' 'ue TAPCON W/1 114' eTl y dl s F .e r° •. 11 1 4•!MIN ° a ig MM EMBEDMENT HIM CONC. •'M h .:�,'• nH . ♦ .e AEM M,° a •aeFFGR EMAX ASTENER LEVAtION SPACING)I . r •'i•y� 4t(•. 4 Q /1L4•MIN I 12 1/4•Mimi Z z R O IIA)) MBE o H M) _ a PERIMETER CAULKING EXTERIOR GRADEI Its'MIN. EDGE DISTANCE 1 a ZI J ! i SILICONE ADHESIVE EXT. GRADE O EXTERIOR ® •� •e�'>A CAULK i BEDDING COMPOUND EXTERIOR[GLADE PERIMETER CAULKING LAMINATED GLASS VM3W FRAME VIDrH O 1'MIN tl14 S.M.S.V/1 t/4' 1•MIN, ® Q mx DIST MM EMBEDMENT INTO WOOD. D 01ST WINDOW INSTAU TION NOTES: T� INTERIOR (SEE ELEVATION AT SNIFFY 01 MAX R ' I8 FOR FASTENER SPACING) L THE WINDOW FRAME FLANGE M BE BACK-BEDDED V/AN EXT. GRADE CAULK THROLOiHOUT THE ENTIRE PERIMETER OF FLANGE ZEXTERIOR EXT. GRADE EXT. GRADE 1 BY WINDOW INSTALLER(TYP.) CAULK CAULK 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO 1 e•NO, BE SEALED V/AN APPROVED EXTERIOR GRADE CAULK B OI¢Mt BY OTHERS (TYP.) 1 IO 4 g C p) ® •WHEN THE GAP B ?HE WINDOW MAUS AND THE BUCK Olt 8 \l MASONRY IS LESS THAN 1/8'. SHDIS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE D12 SMS OR WD. SCREWS INTO WOOD, OR 1 i 1 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., a i i i WITH A MINIMLDI OF 1 1/41 PENETRATION 04TU WOOD 13R L t9 i CONC. CREFER TO LOAD TABLES AT SHEET 4 OF S FM QUANTITIES REQUIRED) g ° d i B i al $ © g11 14 ti EXTERIOR GRADE 2 ,,,tliff NpfF., PERIMETER CAIA.KIN6 a 1/4' MAX. ss 4b SHIM % 0 ..� • TYP PRODUCFRBVMW '�.'• LL d.2��w 4 4 ° n: alam iTtegw6AtboRorms W a pBoaft coo p.1S1 °.v •,^ •..+. n.• EXT. GRAD �•• E ••'• 1 CAULK WODR W BUCK F Rfl A 8 814 SR.S.V/1 1/4• MIN.EMBEDMENT INTO VmA 26 q 11 (SEE ELEVATION AT SHEET D1 i FOR MAX FASTENER sPActemmm 4% INTERIOR 6 6 ,an OPTmk%%i a" Not By LAVSVSDcN W0u87WCS 1 TREMCDScHm-�57M ----------------------------- ^(p h GIAEDB DEPTH EMIL aRAoeSMKSEDDD+D 25 21TO BE APPLIED U.N. / FLBY O�� Q a o DS NI INSTALLJOR(TTP.) S nu muss BBSRIPTmN UFA6 IaNIRAYi 2 v 1 1/B'ANNEALED GLASS __— SAFLENAEEPSAFE C p B IM PLASTIC INrs>N.AYER SOLI'"' MDIBTwE BtltA,E LOCK (LATCH AND SWEEP) OPTIONS 3 1/8•ANNEALED IX.ASS OStl' VEATNWPRW BY OTHERS(TYR I/a• n I. 80TH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE � 3 LACKS ARE QUA MED FOR USE ON AM WINDOWS. F. I IT1D1 maw DBSCTBPTmN orm LMIm"asscawm 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED •`j $ I f/B•A1DftALE'0 ansa '•) +» FOR USE ON ALL WINDOWS.SOW PLASTIC DV a 3 t/e•aMEALEo DLn9s rErt ,�,,.� a au - EXTERIOR 3. TWO (2) LOCKS ARE REQUUM PER EACH VENT. i .p�• 9 EBT.GRACE PERIMETER .i CAW-Km NOT BY w7 i (.`1 ,JAMS O�'APPLIES aY`SD1�ERs ® �' (irP� ffW EDLASES �� IAIONATN STIECO OVER METAL LATH NAILED TD p 8 D.090'PLASMIC IN7ERLATER BDTACItt PVB E%iERIDR BRACE PLrAMD SNFATI NO BI••DUP011f• i0 BE SPECIFIED BY AMOTECT OR GL 3 1/8•ANNEALED GLAE9 _ 07HP 4EXTERIOR FINISH IT OTHIOW =I By LAVICK INDUSTRIES,NC WOOD FRAME IMALIATION DETAIL z "=I qYw D1 IDEfAD. IARWA7E D$SCm ALIO(1N�A1 MULLION A 1NGT-STRCNOIICMED 4<ASS OUTACItt PVB SEE MULLION APPROVALS FOR B AT 7I AD. SAS. SEE MULLION APPROVALS FOR 8 VV PLASTIC INTCRLIITER •may • OESMNN TYPE.SEE AND MAX FLAT HEAD,i4(II.ND MULLION�•RE AND MAX. 3 t/B•HEAT-S7RENOHT[lE0 aASS eco- PRESSURE lBOUTONS. t�E ELEVATION AND OESXIAI PRESSURE LRNDTATIONS. (ALUM.0.078'MN.THICK) BP TABLES FOR GUANTITV INTERIOR NOTE:THE LONER PRESSURES OF SiMOLE NOTE:THE LOWER PRESSURES OF SINGLE AND FASTENER SPACING) 1/4. MAX, HUNG WINDOW OR MULL SHALL GOVERN HUNG WINDOW OR MULL SHALL COVERN SHIN/ tt INTERIOR SEEaELEVO.FOR saA�sN(IL � g 0 *CAW V ENBING 899 w EMCD S ECTRI D 8731 4CMFA SPECTRIp B NOTE: GLAZING DEPTH 1.ALL STEEL N CONTACT WITH 8 t� ALUM.TO BE PANTED OR PLATED. FdC 2.META.STRUCTURES: Ilml GLA=D1SCB®Im11 �� L110XTlB 0 (S STEEL: A.a 38 KSI A- i 9G •t I IM MEAT-STw*jTEIEo TiA83 _ _ 1 (STEEL 18 M MN.THICK I ao48' j �. -`- WNOOW FRAME B)ALIILmK1M:8083-TD MIN. B DOW PLASED— T-S v® Z; SUTAC1tt PVB EXTERIOR ® © (ALUM.0.078•MN.THICK) 3 wr NEABr•BUPOIiT• EXTERIOR GRADE 2 SEALANT EXTERIOR i 4 yr INSULPERIMETER CAB.KINGB VB'MRENI FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAIL, rpunuTh 7 eoo�0o$,,•�'••� �j�j ITIM maw D1MNN9 neTAm 1a111NAT3 PRODU�Tlt8V188D O�,.• • Oy�i 1 IM ANNEALED GLASS (/ •� d• R OOw PLASTIC INTERLAYER PVB NOIH 3 VW ANNEALED GLASS 7r Or'S1B.11TLA' a VW INSULATED l A SPACE 9 118'ANNEALED DLASB q1P GLAZING DETAILS AND OPTIONS p1 q�ar a DESIGN LOAD CAPACfTY((PSP).VIEW WINDOWS WISH VENTS DESMLOAD CAPAQW(PSP/-PQUMMEWbMOWS # +I-Pressures(P # +/.f�isswrss( y W INDOW Jamb Glass Type Glass Type Glass Type WINDOW Jamb Gk=Type Glass7ype Glass7yps GlassTyps Glass Type GlasaType o WIDTH HEIGHT Anchors 4 6 6 `\. ` WIDTH I HEIGHT Atom 2 3 4 5 8 7 m 19.126 60.825 80.0 80.0 80.0 10.125 28 80.0 80.0 60.0 80.0 80.0 80.0 `O h 26.6 50.825 80.0 80.0 80.0 28.5 28 80.0 80.0 80.0 80.0 80.0 BO.O 37 50.825 60.0 80.0 80.0 o a� g 37 28 80.0 80.0 60.0 80.0 80.0 80.0 �i e d 242 28 0 42 50.826 80.0 B0.0 80.0 4 80.0 80.0 60.0 80.0 80.0 80.0 0 0 ro 48 50.625 60.0 80.0 80.0 , + 48 28 80.0 80.0 60.0 80.0 Bo.O ep.0 0, A 63.126 60.626 60.0 80.0 80.0 \ ; y c 19.126 59 80.0 80.0 80.0 53.125 26 80.0 80.0 80.0 80.0 $0.0 80.0 Z 26.5 69 80.0 80.0 80.0 19.125 38.375 80.0 60.0 w0 80.0 80.0 80.0 _ i 37 69 a BD.O 80.p 89.0 25.6 38.375 80.0 80.0 60.0 80.0 80.0 80.0 i R 42 58 80.0 80.0 80.0 37 38.375 80.0 80.0 60.0 80.0 80.0 80.0 48 68 60.0 80.0 80.0 ,.; 42 38.375 4 80.0 80.0 Sao 80.0 80.0 80.0 53.125 58 1 80.0 80.0 80.0 iY/'� 48 38.375 80.0 80.0 60.0 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 80.0 80.0 >! o 18.125 83 8D.0 BD.D 80.D 26.5 63 60.0 80.0 80.0 19.125 50.825 80.0 80.0 80.0 80.0 80.0 80.0 37 83 6 80.0 80.0 80.0 28.6 5%0. 80.0 80.0 60.0 80.0 80.0 80.0 42 63 80.0 80.0 80.0 i s 37 5&825 a solo 80.0 80.0 80.0 80.0 80.0 48 63 60.0 80.0 80.0 / / 42 60.825 Sao 00.0 60.0 80.0 80.0 0D.0 ®w 53.125 83 60.0 80.0 80.0 48 50.E 80.0 80.0 Sao 80.0 80.0 80.0 0 19.125 74.26 60.0 80.0 80.0 63.125 SD.625 80.0 80.0 Sao 8a0 80.0 80.0 c 26.5 74.25 1 a 80.0 80.0 80.0 18.125 59 80.0 80.0 60.0 80.0 Sao 80.0 37 74.25 60.0 80.0 80.0 28.5 : S8 00,0 80.0 8a0 solo 80.0 80.0 C 42 74.25 60.0 80.0 80.0 37 yg 6 Me 80.0 Sao 80.0 80.0 80.0 19.125 78 80.0 80.0 80.0 „ 42 59 80.0 80.0 80.0 80.0 80.0 80.0 26.5 78 a 60.0 80.0 80.0 iii 48 59 80.0 80.0 - - �.0 37 78 80.0 80.0 00.0 5&125 so 80.0 80.0 - - 80,0 42 78 69.0 79.0 79.0 19125 63 6D.0 80.0 80.0 80.0 8Qo 80.0 DESIGN LOAD CAPACITY(PSf7-VIEW WINDOWS W1 4M VENTS 20,5 03 40.0 �.Q 60.0 Sao 8D.0 sao # +/-PY886uras � / 37 63 6 80.0 80.0 80.0 80.0 Bap 80.011 WINDOW Jamb Glass Type Glass Type Glass Type 42 a3 80.0 80.0 60.0 Sao 80.0 80.0 m WIDTH HEIGHT Anchors 4 5 6 48 63 80.0 80.0 - - - �.0 19.125 59 60.0 80.0 80.0 5&125 80.0 80.0 - - - 80.0 18.125 74.25 80.0 80.0 80.0 60.0 80.0 00.0 15 26.5 59 60.0 80.0 80.0 25.5 74.25 80.0 60.0 60.0 W.0 W.0 W.0 g 37 59 60.0 80.0 80.0 /' - - 6 ,!./ 37 74.25 8 80.0 80.0 �•0 42 59 60.0 80.0 80.0 42 1 74.25 80.0 80.0 - - 60.0 48 59 60.0 80.0 80.0 48 74.25 80.0 80.0 - - - 80.0 s 53.125 59 60.0 80.0 80.0 53.125 74.25 74.0 77.0 - - - 80.0 .: 19.125 78 8D.0 80.0 80.0 8D.0 60.0 00.0 <! 19.125 83 80.0 80.0 80.0 ,��((i 26.5 63 60.0 80.0 80.0 iN/ 28.5 78 80.0 solo Sao Bao eo.0 8D.0 1.4 g P y 37 63 6 60.0 80.0 80.0 37 8 80.0 80.0 - - eo•0 9 42 63 60.0 80.0 80.0 42 78 78.0 79.0 - 78.0 48 78 71.0 71.0 71.0 48 63 60.0 80.0 80.0 APPROVED 00 4c 8�rig 53.125 63 60.0 80.0 80.0 CONFIGURATIONS •�+14 "••""•.;V/D�io 19.125 74.25 60.0 80.0 80.0 UN-EQUAL LITE t7/•� rL d'tif'� 26.5 74.25 60.0 80.0 80.0 ri, t' GM=RaV>seo r.:� !%!% !%f \\ ole oomgl w100ro 1Rmlda 3 37 74.25 8 60.0 80.0 80.0 42 74.25 60.0 80.0 80.0 A000tv $ kms.'•' o 53.125 74.25 60.0 80.0 80.0 ,,i��:((• is � y owe o ••'• 19.125 78 60.0 80.0 80.0 i�L/ 26.5 78 8 60.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 59.0 79.0 79.0 APPROVED CONFIGLrasTIONS - EQUAL L1TE c FRAME HEAD FIXED MEETING RAIL � � BILL OF MATERIALS L-7701 L-7704 _ ...{ ITEM / PART 6 REQD. DESCRIPTION REMARKS t FRAME TOP.CORNER t L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRAM SILL 6063-T6 ALUMINUM $ a 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM m y a em 4 L-7704 1 FRAM FIXED MEETING RAIL 6063-T6 ALUMINUM eN aae E-7�47 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM w o a A O L504 6 dFS-806 1 VENT BOTTOM (LATCH) RAI 6063-T6 ALUMINUM 3 yah i 7 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM Z z !O 2b81 t Goss-is Aujxw= ) EUVE HM B S REO'D. GLAZING BEAD ( 3/8' ) 6063-TS ALUMINUM 8 n Z 9 S REO'D. FRAM ASSEMBLY SCREVS 08 X 3/4' P.H. PHILR FRAME SILL FRAME JAMB 10 S REGD. INSTALLATION SCREWS 014 X 1 1/4' FMJPHIL. O q 1 L-7'703 t x,m-7s aasln+ux) 11 S REWD. BULB VINYL WTS P 1/4' DIA. BULB 03033 ` qe 2 ( --NAWWM) O 4> MME JMM 12 PWS-003 AS REWD.FIN SEAL WEATHERSTRIP .187'x.230' 13 PVS-005 AS REG% FIN SEAL WEATHERSTRIP 187'x.35V e c 14 PVS-009 AS REG'D.FIN SEAL WEATHERSTRIP .187'x.310' ,I 2.437 15 HC-024-1 2 SELF ADHESIVE PILE PAD t/4' X 1 1/2' 16 L-7711 AS REQ'B.GLAZING MAD/ INSULATED 6063-T5 ALUMINUM 2b.3 17 L-4204 AS REQ'A GLAZING 8£AII - RADIUS 6063-TS ALUMINUM C 18 L-7723 I SASH BALANCE CAM/GUIDE (2 X VENT) pyC 19 L-7725 2 RIGID VINYL SASH STIIP (2 X FRAME) 062 20 L-7727 2 BLOCK 4 TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-75 ALUMINUM y 1 a e.7n 22 L-7523 1X LATCH VENT LATCH SPRING STAINLESS STEEL 23 x AS REO'D. GLAZING SILICON SEE GLAZING E SHT. 3 $$ VENT INTERLOCK RAIL VENT BOTTOM RAILO 24 x 2 Laminated Glass SEE GLAZING DETAILS d VENT JAMB RAIL ' W`"s € L-7705 6(xx3-7eAU41MM ©�X70 uuwa+oxL-7707 2 25 HC-057-I 2 VENT LIFT LATCH MOLDED NYLON t ) 0 �t 4�-To AW NnWK FRAME BOTTOM CORNER 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON u7s 27 x 2 FRAME SILL FOAM GASKET SELF ADHESIVE o 2H HC-026-1 1 SCREEN FRAM 8 MESH R g •.• O 29 L-7730 1 PRODUCT LABEL s d ease em a� VENT TOP CORNER 30 x x x x o ~ 31 SM-5504 AS RE(YA JOINT SEALANT SM-5504 9 g 32 w AS REO'D.PERIMETER ACRYLIC CAULK OSI PULYSEAMSEAL g �8 Rg ai ti � vEur.(aim xAa 1 tP3s NENT 70P RNL VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7838 L-7711 L-4204 452 (eaao-se UMMRtl) (sari-.o auamom) t eves-75 awxulox • '` e�Q�Q.•� ••/O,moi asawwngcob AaD11mF[oelfa g O O}>. L013 3m O a>s VENT BOTTOM CORNER By ,.• ASS ° (am-is am mmm FRAME & SASH CORNER DETAILS �It a 0 � l�( 10 3 % % . ... . . ... . . . . . . ... . . . . ... MIAMIdaADE . . MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,EN lJtOl1WNT„ jDAEGULA:rOltf: 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE• A •• ••• •• ww.m1 mid a ovt er Lawson Industries Inc. • :0: • •• • 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"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 I through 10 of 10,dated 05/30/09 with revision A dated 01/25/12,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 and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-0705.10 and consists of this page I and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0127.08 hnaMt ►ni r !`rrY Expiration Date: April 11,2017 G� Approval Date: March 29,2012 3�1-t�12 Page 1 . . ... .. . . ... .. .. .. .. Lawson Industries.Inc. • • **0 •• • 0 0 • a•• NOTICE OF ACML40 :•0:JV D#XCE SUBMITTED . . . . . . . ... ... . . ... ... . A. DRAWINGS 1. Manufacturer's die dram•s• •ti ri •• . . jam 4 j* •. 2. Drawing No L8700-09W,:ti-deV1S4700 Holizontal Rolling Flange Impact WiridoV% sheets 1 through It of I(r,dATOV30/09 with revision A dated 01/25/12, prepared by manufacturer,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)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 24113.2.1,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,HETI-10-30481 HETI-16-30491 HETI-10-3049I,HETI-10- 3050,HETI-10-30510 HETI-10-3052B,HETI-10-3053,HETI-10-30561 HETI-10- 30579 HETI-10-3130,HETI-10 3131,HETI-10-3223,HETI-10-3224,HET-10;- 32259 ET-10=3225,HETI-10-3226 and HETI-10--3251,dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font,P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,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,all signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 09-0706.05) Manue .Pere Product Control E mi• r NOA No. 12-0 .08, Expiration Date: April 11,2017 Approval Date: March 29,2012 E-I % .. . . . % .. . . . . . . . . . . . . Lawson Industries,Inc. NOTICE OF AQ,CFgfANCE:• ; RVIDtNCE SUBMITTED . . . . . . . ... ... . . ... ... . B. TESTS (CONTINUED) 3. Test reports on: 1)Air Iifato;�0s#0,jFt,TAS 202-94gx 2)Unif= 3t4i4,Vt.Ptssure*oFest,Loading per FBC TAS 202-94 3)Water Resistance fest,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 01/28/002,all signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA No. 02--02.05) C. CALCULATIONS: 1. Anchor verification calculations and-structural analysis, complying with FBC-2010, prepared by manufacturer,dated 05/28/09,revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite*PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated January 25,2012, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest, dated May 20,2010, signed and sealed by Thomas J. Sotos,P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10,issued to Lawson Industries,Inc. for their Series"HS-8700 Flange"Aluminum Horizontal Sliding Window—L.M.T.,approved on 09/08/11 and expiring on 04/11/12. Manue Perez, Product Control Exa in r NOA No. 12-01 .08 Expiration Date: April 11,2017 Approval Date: March 29,2012 E-2 a al a a1 General Notes: yq 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH o p // \\ VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT y LS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) M h WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING C •%/- '�/ \� \\• RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS c co d o K, -kit OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. o p D 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3 W (O.C.), AND AS TABULATED ON SHEETS 8, 7. or 8. Z i B B1 B Bt 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND _ TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES p�p ly v of TABULATED HEREIN (SEE SHEETa #S. 7, or 8), AND FOR USE WITH DOUBLE GLAZE 2 Z o 1 REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETARS AND NOTES. '. 2 FOR VERTICAL CROSS-SECTION DETAILS"A.Al. D.& 131"REFER TO SHEET 03 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8. 7 or 8). 3) FOR HORIZONTAL CROSS-SECTION DETAILS"C, D.& E`REFER TO SHEET d4 0.) WINDOWS WITH GLASS TYPES `A. C, OR G" INSTALLED ABOVE SOFT. +� z 4)REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 04 SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. F 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "XO or OX"WINDOWS. p 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE 'XOX"WINDOWS. •• 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX"WB4DOWS4,•• • 4a • 12.) FOR OPTIONAL FRAME INSTALIATION DETAILS SEE SHEETS 3, 4, or 9. •• • • • w C17 `.\�� '�\� ��/.• 13.} EXT. &INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND AR6APPLIED W,(.>iIL1QDYE • 14.) WOOD BUCKS 1N CONTACT WITH CONCRETE MUST BE PRESSURE TREATED RED • H < co (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 03. 4 & 8 �1mm •I•• & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 dea SHAPTER • • Z N E 8 69 24 SECTION 11.3.3.3. • • • Q x 18.)APPROVAL APPLE TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS.I Li •••• • �• r� ••• I8.)SEE SHEET @ S FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS•••• •• • ••• XOX -E ual to ()/3-1 3-1/3) 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DA 'D: • H f WINDOWS USING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN A ACCEPTABLE BUT NOTES: THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL igN•WINN TO THE 1)REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. • • • 2) FOR VERTICAL CROSS-SECTION DETAILS"A.At. B.& BI`REFER TO SHEET®3 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MAftRIAIS'A BE • • 3)FOR HORIZONTAL CROSS-SECnON DETAILS "D, &E`REFER TO SHEET QB 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SM COD 4 PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 RIDA }• • gg d A Al •••• i • • . a 8 E� 0 E ........of I L L,*— Q p2 ee NOTA, ED XOX - Un-Equal Lite (1/4-1/2-1/4) �0 dwFwb W i) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. AoaepledaeNo 2 FOR VERTICAL CROSS—SECTION DETAILS `A,Al, B.& BI`REFER TO SHEET 83 ExbnDAW �7 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E"REFER TO SHEET @W L 4)REFER TO SHEET 7 OF IO FOR DESIGN LOAD CHARTS AND NOTES. BY SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW "' 1s APPROVED ELEVATIONS < a TEST UNIT SIZE: III"X 83" >& 85 3/8.OVERALL FRAME WIDTH TEST UNIT SIZE:74"X 88' 74.OVERALL FRAME WIDTH <I INSTALLATION FASTENERS84 3/8•INTERIM FRAM WIDTH WSTAUATION FASTENERS• 73•INTERIOR FRAME WIDTH y (A) 10 AT FRAME HEAD TVO ADDIT77ppRRAp��ANCIMS (A)(S AT FRAME HEAD TWO ADDITIORAL ANCHORS IY i {I4 AT FRAME HEAD IF DP ABOVE 70.0) REOUIREDSAVI ETINGB S (8 AT FRAME HEAD IF IIF ABOVE i0.0 FMM AT METING RAILS b (B) 10 AT EA. FRAME SILL A Al •MOIL UUAA111170PTSF(4 TOTAL)TN (0)(B)8 AT EA. FR.SILL y-7 I�sF WI WITH AM Cp (14 AT FRAME SILL IF DP ABOVE 70.0) S• (e AT FRAME SILL IF DP ABOVE 70.0) A A 1 D• m$ (C).6 AT EA.FRAME JAMB T r +1.373- (C)D AT EA. FRAME JAMB 4• y $C. 4• (( QG) .826 GENERAL NOTE g3&g4. (wx40tj( BBB GENERAL NOTE#$k 04. —•1- m S o tM AT '�dtA At C S•aL.CORNEERRS) •) v y a X243 ''0 '' $ & ' % - -y:.(a 13 u4.OC. 13 u4•DC. z ZAl z ---4 -@E _�/r f _ l/4 DC 13 U4.O.C. '',�=ea I3 1/4.OC V O ci ?i y o a x 13 114'Or- LtB'l sees 0 ANCHOR NOTES, ' NOTES, a 1.SAME ANCHOR SPACING AT HEAD I SRI.\ / ¢M��T.T) INT.F / p SAME ANDIUR AC HEAD MOUIREDL YpW-}� I �•= p• ANCHOR 8 iW[I ADDITIONAL ANCHORS REQUIRE➢_]_/ V/SIL AS AVA AT MEETING RAILS FOR UNITS WITH AVAILA "'bpT AT MEETING RAILS FUR UNITS WITH �mr QP ABOVE.70PSF/-7SPSf•t4 TOTIU.> OP ABOVE./-73 SF(4 TOTAU� .79600 RNppTTEEgg�� XOX" WINDOW EQUAL LITE "XO" WINDOW E •••• • • IgVERTICAL CROSS-SECTION DETAILS•A,At,D.6 BI'AT SHEET 03 QUAL LITE TEST UNIT SIZE: Ill'X 63" P.SEE HDRIZONTAL CROSS-SECTION DETAILS•C,C,6 E•AT SHEET 45 NOTES, OX" REVERSED ) • 1� • • • A '�'' 4 a INSTALU(TION FASTENER$ * 111.OVERALL FRAM WIDTH 1.SEE VERTICAL CRM-SECTION DETAILS•A,AL B.6Ih-*rr•SHEET 33 • :•• (A} IO AT FRAME HEAD B.SEE HORIZONTAL CROSS-SECTION DETAILS•C,D.6 44 Ir (14 AT FRAME HEAD IF DP ABOVE 70.0 110• INTERIOR FRAME WIDTH �•� •• • ••••• (B)10 AT EA. FRAME SILL A Al E,ADDIT AVITH a at S •••••• • • (14 AT FRAME SILL IF DP ABOVE 70.0) IDR t I TOT. IT(C)8 AT BA. PRAMS JAMB ( >g 4,�... +2" SERIES-8700 HORIZONTAL SLIDING•*WINDOW • *BBB OBNERAL NOTE @3&@4. ( •Ot) FLANGE FRAME ELEVATIONS :- CAI • � • 0. ' O. 'i/tb • • • •• • • • =2438' m � 13 v4.OC. •• e W ___ u / 13 1/4.O.C.yv $ :L 0 LL B B 1 13 1/4•U.C. •O/ ® a, PRODUCE RBVISRI) �P! 091=111YlNBwiB+tNDFhx(dR G « 3' BWIdNIg(7odd O .--f- AcwpNORd N(I Qv ANCHOR ANTES. Q�� 6 p{,SE C� pL p� �/ L SAME ANCHOR SPACING AT HEAD B SD.L a PPL1Eb�V%SRICONE AL AREMAVAILABI.E r ,/TVO ADDITIONALANCHORS REONRE➢MEETARRAILSFOR ID4ITS WITH DP AS OPTIONAL.a30WE•7DPSF/-75PSF(4 TOTAL) "XOX" WINDOW — N—EQUAL LITE �! L�VERTICAL CROSS-SECTDTN DETAILS'A,Al,R.6 M'AT SHEET 43 `T 2.SEE HURUONTAL CROSS-SECTION DETAILS•C,D•6 E•AT SHEET RS Q 1/4• TAPCON W/ 1 1/4• STUCCO OVER METAL LATH NAILED TO 014 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD a (SEE ELEVAT113N AT SHEET 02 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATI134 AT SHEET @2 FOR MAX. FASTENER SPACING) 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) O 1 1/8' MIN 2• WOOD BUCK AND FRAMING (NOT BY LAWSON NOT Y L ON DUSTRIES, INC. p INDUSTRIES) MUST SUSTAIN LOADS IMPOSED ;+•' + ' ,+•et: fO. 7 EDGE DISTANCE BY THE GLAZING SYSTEM ti'> 1O W B' a �1:T7 . v 'v v .. v a ;. •;+.t• 'e .^... •'�� + C EMQ R �:.. dt~••.,a b•': v ::d 1 1 4' MIN. :.o :b4. n7 r v4 .�Y.ia. c p z , '3.•'4. .: a:, o a. ABEDMEN�•: q iji„ o'•. •.4 d A. v. v o a ,+`.'••g. +.� 2X Via.•:. y r4 0 v�.q�+.,.a •• •'•� ,+ I,:.,L d Y I' MIN. y; g ,F:S •;>;•; e .. f .. EDGE ANCE .•.:.; z u o :itl S C. ` pp •�•'�' NI Y •- C9 Ol EXTERIOR GRADE—/ 12 SHIM4'MAX SPACEVis' 1 t t/a' .+ z PERIMETER CAULKING s!}, 4 2X (amu.E►tIiEOJ +;9 0 (TYP.> ,,17 Y TYP. Aoygs O 1114 iS ! CAULKING GRADE PERIMETER 1/4•MAX. LKING NDT BY SHIM SPACE • Qr ��jj 6 6 'LAVSON INDUSTRIES', ••• !T• TO BE APPLIED BY OTHERS (TV.) • • [ �� p • CLEAR SILICONE ADHESIVE EXTERIOR I •••••• •• 1• BEDDING COMPOUND S INTERIO ••• N R R w 34 • EXTERIOR INTERIOR •••••• ••• •ubbe = ALTERNPAEDETAIL ! •••• ••• �. ••• Xx LAMINATED GLASS 31 • • r000 &J 33 • • • a • 1 c = 14 WOOD FRAME INSTALLATION DETAIL• 99900 • • C3 j 27 ! WINDOW INSTALLATION NO= • •• 0• • • N I • + 3 28 i 20 1. THE WINDOW FRAME FLANGE TO BE BACK-HEDDL•D W/•AN�XT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETEVIIF FLANGE as• • SILL RISER - OPTIONAL BY WINDOW INSTALLER tTYP.> ._ •• of •4 APPLIED VITH SILICONE 2. BE SEAL DED EXT.W/ AN APRIMETER OFPROVED X THE WI ERIOR GRADE CAULK TO w SEE DP CHARTS ON BY OTHERS (TYR) I I 2 III swEErs Ka, os, a BG. 26 WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK.OR �a # 1j1 26 10 9 32 13 WHEN IS LESS THAN 1/8',SHIMS ARE NOT REQURM. $ $ S ® ; B I -' i3 ANCHORS NOTE' _ I '`iiiE ....... ANCHORS TO BE H12 SMS OR WD. SCREWS INTO WOOD, OR ♦ldllllltf°►f EXTERIOR GRADE :E?t'ii ... • PERIMETER CAULKING :zEiE:iii}iLKE :f:i { ? 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO COIF„ ♦e♦♦♦* �3fI�� VITH A MINIMUM OF 1 1/4' PENETRATION INTO VOOD OR ♦♦(Ij••.••••••••.��/��i��, CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) a .. 1/4'MAX ja d+• ••�1 i 'O o• �':"?'(+•••�.: :ii b . A • SH<I7SPACE J^ aSHIM SPACEbb `' a "P., tTYP.) PRODUCTRBV1SMa1 l/4' MIN. a OS S'i :fi.•..... •• r "o. dbo • ... • r d MIN. • asco' CPa4tbeFdd M. EMBEDMENT EMBEDMENT 4• BwmftcAgb O O a'a4d A. ® db, b 4 o l 0 1• a�. o .j 4 ' �.'a •3 1 1/8' MIN. • •.•• ` EDGE DISTANC By i� ♦♦♦ OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" M Bifff111°10 1!°'0♦ c 1/4• TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO 914 S.M.S. W/ 1 1/4• MIN EMBEDMENT INTO CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN, EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET 92 1. ALL WOOD DUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET 92 q ¢ FOR MAX. FASTENER SPACING) 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) C 1 1/8• MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON NOT Y L SDN DUSTRIES, INC. p INDUSTRIES) MUST SUSTAIN LOADS IMPOSED I,+•'• ,^.' +•.^ W q f"{ Ll f EDGE DISTANCE BY THE GLAZING SYSTEM ;,lei ^� r y a pc. d a : v. ro 1 1 4' MIN. :.o :a "sY W , z '`\t °'•. o•.pe 0 re q.d AE4MBEDMEN v �. 'k:8. 4 2X e y rnn q W 0 n I' MIN. :u z y c >e(i,?l''v','� E s .•'f •. ;; . EDGE ANCE +.t.; • . i.�7; Y •w � Cy �. w EXTERIOR GRADE 12 S1/M SMAXPAM Tia. ~i I Y/a" 4%1 $ PERIMETER CAULKING cirPa 1•`�� Y 2X t�eN. BEnJ r•5 O O O A 1114 15 EAT.GRADE PERIMETER lI4•MAX. 6 'LAWSING NOT BY SHIM SPACE ••• • G TO BE M INDUSTRIES•, Q (T BE APPLIED BY OTHERS CTYj•J • • I /�1 p w CTYP) i, •••• • ••• WWW.,( 04 001 t CLEAR SILICONE ADHESIVE EXTERIOR i' •••••• •• I• BEDDING COMPOUND :� i INTER000900 OR••• )° 34 • ? ` EXTERIOR INTERIOR A 1 •••••• •••••• u I ALTERNATE DETAIL I; •••• • •� 1 z •• a a LAMINATED GLASS II •••••• •• •� • ••• �= N • • • • 0000 0 zI'o I WOOD FRAME INSTALLATION DETAIL• E a 14 6 I` I . :••.•. • o z I 27 ( WINDOW INSTALLATION NOTES: • •• 0• • • •��i • 3 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDD20 W/•AN•EXT. 4 4 • 28 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETE%bLANGE F F • • • SILL RISER - OPTIONAL VINOON INSTALLER<TYP.> •• • t APPLIED WITH SILICONE 2, THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED WI AN APPROVED EXTERIOR GRADE CAULK I SHEETS 94, 93,& 96. BY OTHERS CTYP.) iq z 2 III • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK.OR $ 26 26 10 9 32 13 i II i MASONRY IS LESS THAN 1/B",SHIMS ARE NOT REQUIRED. ® — I 13 ANCHORS NOTE: EXTERIOR GRADE "....."'""""•.' EXT. GRADE : :::::: ANCHORS TO BE q12 SMS OR WD. SCREWS INTO VDOD, OR °°°°199 Il/rye PERIMETER CAULKING ^':�� :x:'eiei'e::i:::: :� } iiE 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., ♦♦♦♦ * (�� I�� CAULK + WITH A MINIMUM OF 1 1/4• PENETRATION INTO WOOD OR $�..........A. 0 4:l;`,,:;•-;i+�:7}•T.:~.':�•��•" •A•a 'O°?a i1A:° a4o. y.,4:'^{f,i�•{ •° t •e u•? CONC. (REFER TO LOAD TABLES AFsxPOaKReQoUoANTITIES REQUIRED) A I/a•MAX4 1/4•MAL : ••ao l6 a iSHIMSPACto TPdd ° <TPRDIK7RBVtBBDdq.11/4' Mas wifiUmFlord I EMBEDMENT 4, °� ,q°4, d•OOV1�tt y t_ �•' /� o Z •� e 1 e., ``:a'•! ': 1 1/8' MIN. ..•. ' EDGE DISTANC i� a°♦ kll// OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" 4 I. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS S. TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) a BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES> MUST SUSTAIN LOADS IMPOSED o a INTERIOR FINISH> BY THE GLAZING SYSTEM O z q qq op O p� y (" ;;I ''" 4 y' 21 23 LAMINATED GLASS PT. WOOD HOCKSo 2m v $ 1/4'MAX. SILICONE ADHESIVE '• a. a•::•.•. MIN S.M.S. V/ 1 1/4' ~• SHIM S�pPACE BEDDING COMPOUND 1/4•MAX. rr.• MIN. EMBEDMENT INTO WOOD. ,Tyr SHIM SPACE ;+Yy• 'A (SEE ELEVATION AT SHEET M2 '•• INTERIOR (TVP.) . o z Q o FOR MAX. FASTENER SPACING) 2X p`.}� 7 17 34 5 27 3 „•+' °•• ,r,{8 y 1/4' TAPCON W/ 1 1/4• ei 1 1/4' MIN. + MIN. EMBEDMENT INTO CONC. lJ 1 EM ENT -__ _ - (SEE ELEVATION AT SHEET M2 ` .Ft) E 14 _ _ _ _ _ FOR MAX. FASTENER SPACING) p 12 a °.. 0 11 MIN. 4 c DISTANCE »i B .a '(««tffffE<{<{{<i««f 17 8 11 E BED MIN. E �y — »»)»»r »+a►)»> MBEDMENT •0000 1__—_—__ _ •a q 11/8' ttlN. • • �q�Q � �,• '-- EDGE DIV QF • ll9 ) O EXTERIOR WALL FINISH �• .L J BY OTHERS (TYP.) y2+ri' M a. •• • •• rf ,C•cY .r;.Ky. •#.�' .` O q EXTERIOR 18 19 11 i� •' •.�,` •••:•• ••• � g EXT. CRADE j+:•`••'• •••••• • OD STUCCO OVER METAL LATH MAILED TO O '�y •�Q-f }• •••• • •� •V> EXTERIOR GRADE PLYWOOD SHEATHING EXT.GRAPERIMETER S Y)+•?:•';+".S�r+ y} DE TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY �.u.d;• �,.y,,,,..+e• • • • •� •\ '.fi' (EXTERIOR FINISH SY OTHERS) 'LAWSON INDUSTRIES', O 0000 • y •• NOT BY LAWSON INDUSTRIES,INC. TO BE APPLIED BY OTHERS 73' MAX. •••••• •• • )+� ••••• (TYPJ • • WINDOW FRAME BUCK WIDTH • • -._._.__--------------___4.•._._•.•-............ • 74' MAX. •••••• • WINDUW FRAME FLANGE WIDTH :09:0: • • "XO" WINDOW EQUAL LITE • • :• • • • • • ( "OX" REVERSED } •• • • • •• 30 31 WINDOW INSTALLATION NOTES: 8 g 1. THE WINDOW FRAME FLANGE TO BE BACX-BEDDED W/ AN EXT. $ z _ GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER(TYP.) 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO a Y' BE SEALED W/AN APPROVED EXTERIOR GRADE CAULK 68g 2221 BY OTHERS(TYP.) •WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR 5 MASONRY IS LESS THAN 1/8',SHIMS ARE NOT REQUIRED. a�eo$�J*•. ANCHORS NOTE: �•.•' aw '.,Qi e� ANCHORS TO BE M12 SMS OR WD. SCREWS INTO WOOD, OR PRODUCTREVISBD •� � �(i'•, `' LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCQNS or APPROVED CONC. FASTENERS INTO CONC.. as yioBwll6tltoFlof(Ba u txa WITH'A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CUNC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) A o , �.� 0T ; LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 7 e 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED em FOR USE ON ALL WINDOWS. 3. TWO (2) LACKS ARE REQUIRED PER EACH VENT. �ooso,•• P ,Oe® �� l7IBIY8�® q # 12 X 1 3/4' S.M.S. e 1 1/4' MIN. WOOD EMBED o i (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) $ Q•�i CLEAR SILICONE ADHESIVE •�`• .PT. WOOD BUCKS ,•m p a SHIM SPAX.CE 21 22 23 O BEDDING COMPOUND LAMINATED GLASS •�'r a, tp��`a� rn a 1/4'MAX. p+� wl 4O ' P (TYP.) 33 EXTERIOR SHIM SPACE :� �-, 'a •pp, ,per• d <TYP.) . It 7 17 � •• G� � � m 5 31 27 30 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATIIIN AT SHEET #2 cl = S 14 ----- -- _ _ --_ _ FOR MAX. FASTENER SPACING) ad=a -- -- 12 a C9 n 1/4' IN. 16 • '4 3 z ' 1.1/4'MIN. 1 :7 MBEDM 17 g 18 sR=� —_ = MBEDMEN p�4+ ------ ---------- ------- -- •o a 1 1/8' MIN. • •. EDGE DISTANCE z 213 »:fi' �• ;tf•t'•., • O' N 4 •I,�i.. ..d:� • i• � p k11� • EXT. GRADE O EXT. GRADE 41 '• • • CAULK O CAULK "�d;•c. • • • • m ppx QQ •:-tip: •,�•�:•::•,•, ...... • ca H 1. WINDOW FRAME BUCK WIDTH • • • WINDOW FRAME FLANGE WIDTH • "XOX" WINDOW EQUAL AND UN-EQUAL LITE •• •• • WINDOW INSTALLATION NOTES: • • • i • i• �N • 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. • • • • GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE • • • ••• •• BY WINDOW INSTALLER(TYP.) •• • J•• • • 2. THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO • BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK • • BY OTHERS (TYP.) •WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 13 LESS THAN 1/8',SHIMS ARE NOT REQUIRED. a ANCHORS NOTE: ANCHORS TO BE 412 SMS OR WD. SCREWS INTO WOOD, OR WITH AM MINIMUCONS M OF 1 OVD 1/4E PENEETTRATIONEINTO. FASTNES WOOD OR NTO CONC., �...........�y�Q CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) IL m 0 O PRODUCTROVISHOl •• Q a as complylog wlih(La FE))18a t. OgM 17 •� p a Y Ee PmQuet' I I all, A DESIGN LOAD CAPACITY S -OX or X AIDOM # # +/.Pressures(ASOsa WINDOW Jamb H&S Glass T "A" *2 Glass T 'B" (*2) Glass T "C" *2 Glass Type"D" 2 Glass T "E" *3 Gia T "F" *3 WIDTH HEIGHT Anchors Anchors +psf +psf -psf +psf -pSf +psf I -psf +psf I -par +Pd f 24 24 3 3 85.0 85.0 85.0 65.0 70.0 70.0 70.070.0 80.0 80.0 80.0 80.0 y 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.080.0 80.0 :3c 48 24 3 8 85.0 85.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 60 24 3 8 65.0 65.0 65.0 8.5.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 °f 3 72 24 3 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 z d + 24 36 3 4 65.0 1 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �z o 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 s 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 36 3 6 85.0 65.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.060 z 72 38 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 SQO 80.0 0 24 48 4 4 85.0 65.0 85.0 65.0 70.0 70.0 70.0 70.4 80.0 80.0 80.0 80.0 e 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 48 48 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.060 x 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 8Q0 80.0 80.0 a 72 48 4 6 65.0 6.5.0 6.5.0 65.0 70.0 70.0 70.0 70.0 80.0 8Q0 80.0 80.0• o N 24 4 65.0 .0 85. 70. 76.0 70.0 0.0 0.0 80.0 8 0 0.0• iQ o°.Kul•9• 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. • • 80.0 • N x. 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 0.0 80.0 80.0 80.0 80.0• • a �' 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 7Q 0 70.0 80.0 80.0 8 . 80.0 72 60 5 6 85.0 .0 .0 65.0 70.0 70.0 70.0 7Q0 - - •••• • _ �:so*to• 26.5 26 3 4 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 1w80.0 80409 80.0 • • x 37 26 3 4 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 86Q., 80.0-- 53.125 26 3 8 1 85.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 •� 74 28 3 6 85.0 65.0 85.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 8 . • 80.0 • • 6.5 38. 5 4 4 65.0 .0 65.0 65.0 70.0 70.0 70.0 7 .0 .0 8 . 80.0 g 37 38.375 4 4 65.0 65.0 65.0g655. 70.0 70.0 70.0 70.0 80.0 80.0 8000*•• 80.0 9 53.125 38.375 4 6 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 60.0 8 • 80.0 • o • 74 38.375 4 8 65.0 65.0 65:070.0 70.0 70.0 70.0 80.0 80.0 800 80.026.5 50.625 5 4 85.0 85.0 65.0 70.0 76.0 70.0 70.0 80.0 86.0 8010 • 80.0 •37 50.625 5 4 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80. 80053.125 50.625 5 6 65.0 6.5.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 • 60• 5 8 65.0 65.0 65.0 65.0 70.0 .0 70.0 8 .0 0.0 80.0 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 80.0 80.0 $ 37 58 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 58 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 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 8Q.0 80.0 8 .00.0 37 63 6 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 ♦�-N it IlyN4,11%m. 53.125 63 6 6 65.0 65.0 65.0 85.0 70.0 70.0 70.0 7Q0 80.0 80.0 80.0 80.0 $.• ""••• 74 63 6 8 65.0 65.0 65.0 65.0 65.0 1 70.0 - - - A , Notes • 1•) SEE SHEET B FOR GLAZING TYPES, DETAILS& SILICONE OPTIONS. f477'0 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW `(WINDOWS WITH GLASS TYPES A. B• C. & D-) SILL RISER - OPTIONAL + 0 APPLIED WITH SILICONE 3.)SR.L WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP /•� �\ � rGR DP ABOVE +70.0 ASF (WINDOWS WITH GLASS TYPES "E, &F*)AND +80.0 DP MAX. ' C+80.0 DP MAX.> ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON4.) WINDOWS WITH GLASS TYPESWINDOWS WITH DP ABOVE .A,0. (SCE OR Gam" INSTAATION LLED ABOVE SOFT.T SHEET 2 OF O) oeOB�♦ 1/8\40`�W1 IN THE HVHZ,THE I.G. EXTERIOR LITE SHALL BE TEMPERED. xp 9 DESIGN LOAD CA PACiTYIPSF)- OX WINDOWS with Un-E ual Ito 1/4- 12-1/4 +/-Pressures $ �@ FRAME SIZE #Jamb #H&S Glass T e"B" "2 lass Type"Cu •2 lass T e"D" "2 Glass Type"E" •3 Glass Type"F" .3 G lass T "G" " -- WIDTH EIGHT Anchors Anchors + sf - sf + sf _ sf + f - f + sf - f + sf - sf + sf - sf $ $ z 60 24 1 3 7 80.0 80.0 80.0 80.0 65.0 --7-6-.o -T 65.0 75.0 52.0 1 52.0 1 85.0 75.0 ; y 72 24 3 7 80.0 80.0 60.0 80.065.0 75.0 1 65.0 75.0 52.0 52.0 1 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 1 65.0 75.0 Dig e d a 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-^ A P. 08 4 3 11 80.0 80.0 80,0 65. 75.0 .0 75.0 5 52.0 65. 75.0 $ j ti o 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.065.0 75.0 a� c $ w 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 0 52.0 52.0 65.0 75.0 W •' 84 36 3 1 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 s d o g 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 to S 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x z 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 k 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 0 o 84 48 4 8 - 52,0 52.0 1 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 U 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H N 60 0 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0• a o 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 .0 75,0• �I a• 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 95.0• • 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 8 75.0• • " 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 Pf�t(1• • 75.0 • Ea+ ZI 21'9 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 6fi•0.• • 75.0 • gggt t- 1 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 66.0 • 75.0• x 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65. 75.0 • z i•• 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 66x0.• • 75.0•• ••••• 78.5 28 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 75.0• 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 4 9 • 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 • • 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-w-- • • 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 6ii.0 75.0• 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 63.D-7-' 75.0 • • 106.25 38.375 4 11 - 52.0 52.0 1 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 75.0 106.25 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x x 111 26 3 11 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 85.0 75.0 gg 111 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 B5.d 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .{t 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 03 5 1 52.0 1 52.0 .0 75.0 65.01 75.0 52.0 I 52.0 165.0 1 75.0 eeeeee�4c rd#Zrppp oDUCTRWSKD eOg•,.......,,,•y C-RAt udthaFtmlde w ,. d, • Notes W: 1.) SEE SHEET 9 FOR GLAZING TYPES, DETA113& SILICONE OPTIONS. No 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW // %/ %/ E. ioaDaW 2 l7 C (WINDOWS WITH GLASS TYPES "A. B. C, & D*) i%% j/. '10/ O By 20 SILL RISER - SILICONE 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP '%�' '%�' '%�' Ay i APPLIED WITH SILICONE (WINDOWS WITH GLASS TYPES "E, & F*) AND +80.0 DP MAX. /% /% /% FOR OP ABOVE +70.0 PSF ,.• I I ' ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON i\ 2 C+80.0 DP MAXJ pp WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) •� 4.}WINDOWS WITH GLASS TYPES "A, C. OR G`INSTALLED ABOVE SOFT. p®sa•�' 01oveo IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX - Un-Saul Lite 4 p DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(1/3-1/3-1/3) ; 030 FRAME SIZE #Jamb #H$S Glass +/�� ( $ �r pe"B' {*2} Glass Type C' (*2 Glass Type D (*2) Glass T E' (*3 Glass Type F' (*3) Glass Type 'G' 2 WIDTH HEIGHT Anchors Anchors +Of -psf + .psf +psf .p>st + _ + sf .pef + .psf h 60 24 3 7 50.0 80.0 80.0 SOA 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M 72 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 'q �° c o 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 • 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 Z o c 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 W= s 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o o 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 28 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 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 o 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 75.0seq 0 53.125 36.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 =6"0075.0 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 • x 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 H •$ 53.125 63 5 6 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 .74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 • z '•;•' 74 50.625 4 9 - - 520 52 0 65.0 75.0 65.0 75.0 52.0 52.0 86!O• • 75.0•` • •••• 11 1 74 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 6610 • 75.0• • 74 63 5 9 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 66.Q.• e 75.0 • 79.5 25 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 520 52,0 .0 • 75.0• • 79.5 38.375 4 9 70.0 75.0 52.0 520 65.0 75.0 65.0 75.0 52.0 520 %.0 75.0-- 79.5 5.0 79.5 50.825 4 9 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 �, . 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„ 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75+0 52.0 52.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 z 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 75.0 If 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 58 5 9 - - 52.0 1 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 j 84 63 5 8 - - 52.0 52.0 65.0 75.0 65.0 SRBYIS52.0 52.0 65.0 75.0 PRODUCTBD s,O �• }��'�,,,o Notes • 1.) SEE SHEET 8 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. W A vIIv do Raft • O O;Lo qA=w No 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW \\ ` �/ �p� r (WINDOWS WITH GLASS TYPES •A. B. C. & D) \\. \�. ./I,. . • 6 0' ONAL 3.) SU.L WITH RLSER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP \ \' %• By 20 SILL RISER - SILOPTICONE �. (WINDOWS WITH GLASS TYPES 'E, & F-) AND +80.0 DP MAX. \� \� z M' t APPLIED ABOWITHVE SILICONE Q.•' I I FOR DP ABOVE +70A PSF ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD&SILL ON I I (+80.0 DP MAX.) ,• ..• 4.) WINDOWS WS WITH DP ABOVE?0.0. (SEE R WS WITH GLASS TYPES "A. C. OOffATION AT SHEET 2 OF O) " INSTALLED ABOVE OFT i 6` h7 IN THE HYHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOx-equal tt* c C 111 19 ALUMINUM MULLIOND 12 X 3/4•S.D.S. HS-8700 FLANGE FRAME WINDOW BILL OF MATERIM S FLAT HEAD,PHILLIPS. SEE MULLION APPROVALS FOR (SEE ELEVATION AT SHEET 02 ITEM 9 PART/ IMP. DESCRIPTION REMARKS MULLION TYPE,SIZE AND MAX. FOR MAX.FASTENER SPACING AND nPil@S•, DESIGN PRESSURE UADTATIONS DP TABLES FOR QUANTITY) 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM w CORM W 899 (ALUM.0.078•MON.THICK) y-MOREHEAD slat 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM*'Nr— TRENDS e 3 L-7701 I FRAME FXD JAMB 6063-T6 ALUMINUM M� Go o Mt1A M DEPTH NOTE:THE LOWER PRESSURES OF INTERIOR 4 L-7704 1 FRAME FI%ED MEETING RAIL 6063-T6 ALUMINON e V 7'BD GIAS,9 CO - g THE WINDOW OR MULL SHALL GOVERN or S L-77DS I VENT MEETING RAIL 6063-T6 ALUMINUM o BE O 1L o 111111 MASS C�RIPTWN DIRAI. LANWA9B 088C®PTION a W 1 MR'ANNEALED mAss _- 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINIUM �v '•i e 0090'PLASTIC DflEI1.AYER BALEX/XEE-- 7 L-8703 I FRAME VENT JAMB 6063-T6 ALUMINUM Z pa W BP•SOLUTIA• 3 VB•ANNEALED GLASS ppm 8 L-7706 I VENT JAMB LATCH RAIL 6063-76 ALUMINUM Z O IAMMTW GIASS CO -TYPE D 9 L-8702 l FRAME SILL TRACK 6063-T5 ALUMINUM 19'811 OIA88 OBBCR•m MAIL LAM0MY1 DBM.'RIPHON 10 L-8705 I FRAME SILL RETAINING CLIP 6063-TS ALUMINUM I 118•HEAT-STRENGH1ElSD GLASS _^cam-ve,=� ptiACliE VAS --------------- it L-7708 AS REWD. GLAZING BEAD C 3/8•> 6063-75 ALUMINUM z 3 a 6090'PLASTIC INTERLAYER gp 12 FS-006 AS REO•D. FRAME ASSEMBLY SCREWS 1/8• DB X 3/4•P.H.PHILLIPS ra-3 0 HEAT-STRENGHTENEO GLASS ppm EXTERIOR[USAGE WINDOW FRAME 13 FS-040 AS READ. INSTALLATION SCREWS 114 SMS FN./PHIL. O 1 A G COMPOSITION - E E PERIMETER CAULKING q EXTERIOR 14 L-7531 AS REO'D. VINYL BULB 1/4' DIA. BAB 03033 e TTBN GLA119 DBBCBIPRON D1rtAu. tA1@MTB 13 PWS-003 AS RED-D. FIN SEAL WEATHERSTRIP .187•s x 230• h o 9 1/8'HEAT-SIREN6HTENED G1.A9S - 2 FRAME MULLING DETAIL y 8 Q090•PLASTIC INTERLAYER __ SAFLEX/NEEPSAfE 16 PVS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187•s x.350• h H � Br•SOLUiIA• 17 PVS-009 AS REQ•D. FIN SEAL WEATHERSTRIP .187•>.x .310•h O 3 f/B'HEAT-STRENIGxTENED GLASS ppm 118 L-7711 AS REQ'D. GLAZING BEAD C INSULATED) 6063-TS ALUMINUMLAM • •� T., • CO OSITION-Tm IF jDJnR APPROVALS FOR 19 PWS-001 AS REG•D. PILE 8-GLAZING BEAD .187' x .)*.al(`�,ydhl q R1N MAN D86CBPiIDN D11TAIL IAIONA9H ,.SIZE AND MAX. IT O I 1/8'ANNEALED GLASS _-7• URE LIMITATIONS. 20 L-8706 AS REG•D. SILL RISER ADAPTER 6063-75%2UM.-QPTIONAL 4) eES OF 0090•PLASTIC MASS -a 1 ID7TACITE PVB E WINDOW OR MUNOTE:THE LOWER LL SHALL GOVERN GOVERN T� " C .-JL. Dr,��• 21 L-7S39 2 VENT EXTRUDED SPRING LATCH 6063- (a. 4D 0 a 1/8 ANGaaLED tAASS GALA AX 22 HC-037-1 2 VENT MOLDED SPRING LATCH MOLDED Y • H 12 S.D.S.X 1.1/4-L (SEE ELEVATION AT SHEET B2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL D`' t9 1a R FOR FASTENER SPACING) 24 ■ 2 SILL/JAMB JOINT GASKET 1/16 CLQSC L FOAM • a t! 25 FS-041 2 SILL RAIL ASSEMBLY SCREW 08 X 2 V4FfI*VPHIL. y� • 4 26.1 MC-044-1 2 WEEP FLAP& BATTLE ■ A • z • 'SILICONE GPTIONS'M 26.2 HC- 1 %WEEP OPEN CELL FOAM PAD 1/2•x 1/e•R V u • • 061.CORNING B99 33 i CTWse 5771 27 HC-040-1 2 SASH ROLLER 6 HOUSING ■ mp 28 HC-026-1 I SCREEN FRAME A MESH x 000000 • ffi OVSU IA WA G CO INN 29 x I ATTACHMENT SCREW 0 CLIP 08 % 8• S. • p• ITBN BLABS DESC•IMN DETAIL LLNINATI D1Di6BTIRION 30 HC-OSB-I 2 VENT SWEEP LATCH MOLDED NYLON • • .D • 1 1/B'ANNEALED GLASS ----� 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METft • 6 e SAW PLASTIC INTEOLATER a.4• SWUM PVD PEROAEIE RAME NOTE. • • • • 3 1/8'ANNEALED GLASS -= BY.'SRUTta• SEALANT T.ALL STEEL IN CONTACT WITH 32 L-8830 X AmC FRAME SILL ANCHOR CLIP 6063-T3 A"INIDM 4 V4•IUSIR ULATED ASPADE _- EXTERIOR ALUM.TO BE PAINTED OR PLATED. 33 ■ 2 LAMINATED GLASS See DetoGs R L.N.of sheet•1• S 1/0'ANNEALED_GLASS(A) 2.METAL STRUCTURES: 34 ■ AS REQ'R GLAZING SILICONE See BetoOs 8 L.H.of sheet 9 A)STEEL:F7-36 KSI MIN. OPTIONAL AS REWD. COLONIAL FALSE MNNTIN ALUMINUM INA G PE C (STEEL 18 G0.MIN.THICK- 0.0487 NQ RBIt GLA/B MMCWTWN DSTALL ummTH musa lm B)ALUMINUM:80113-T5 MIN. 36 SM-5504 AS REWIL JOINT SEALANT s r • I V&ANNEALED GM AC¢ _ 1 (ALUM.0.078'MIN.THICK) 37 r AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL 2 OMV PLASTIC INIERLATER �,.. Pva META• STR C"PI RE ATTACHMENT DETAI 3 Im ANNEALED GLASS -- Bp'0W0NT• 4 1/4•INSILATED AIR SPACE _ -• 111 1 S 1/8•ANNEALED MASS 00 -pT1m �,e0,g.••#.....• GRATED GCompos-MORTYPE G `SOV• .• O RIM aim D)MOIORIONOhDR= LAxwm DESCRIPTION CO 0 p•��" I VV HEAT-STRIOS ITENED GLASS __ __.1 PROWCF RBVt� q 8 6090•PLASTIC INTERLAYER ® .Vo (WB ; 3 1/e•HEAT-S..Al.IENED GLASS - =-('(" ByM'DUPONT- auNllo�gC�0A0� ONP1971dB 4 V4.1NSIR.AIED ASPACE `-'� -1Ji{- I ��o B I/s•ANNEALED GLASS LN) Ape Dr • �••••.......•q, (x)WINDOWS VITH GLASS TYPES'A,C,OR G'INSTALLED ABOVE SOFT. 7 IN THE HVH2•THE IA EXTERIOR LITE SHALL BE TEMPERE0. A4kINI 1YOtfacl hdllltll GLAZING DETAILS AND OPTIONS q FRAME HEAD FRAME FIXED JAMB SILL TRACK ERAME JAMB L-7703 --1�0--I L-7701 L-8702 O Iy g 1 ® Q FRAME TOP CORNER b m .790 n10 y o n to 2,643 A!+ —I( SBL RETAINING CLIP .ace � L-870$ eb91 10 FRAME MEAD gQ Z 4 �] TIENT rap RAIL a"b i it Z 1139 FRAME JAMB R C FRAME SILL z L-8701 01 FRAME JAMB Z 2 O oaz x3777 eJlm � � FRAME BOTTOM CORNER fRAME aEErnm RAID H VENT TOP CORNER e371 VENT39PRING LATCH \,\ S_; • a _� 21 \ • • � $1 �•Ti 2.613 VENT JAMB RWL • • • • � �' x 1.239 \' • • • • �y � VENT LOCK RAI • • eb99 •• •• p x H • VENT INTERLOCK RAIL FIXED MEETING RAIL •• •0 • • *14•�• L-7708 L-7704 VENT TOP/BOTTOM RAIL i OL-7707 i :•• • • • 8 O 6 462 O vENT BOTTeM aaa I FRAME SILL / MEET• • m • .062 • • • od• • eose eeas t37s--{ MT BOTTOM CORNER •• • • • 1 00 i t$3 ,r to79 nse IJes FRAME & SASH CORNER ASSEMBLY DETAILS VENT JAMB RAIL L-7708 SILL ANCHOR CLIP SILL RISER e001111111f/fI L-8830 GLAZING BEAD ADAPTER 00000 ��I�jb�, L-7711 L-8708 8 32 GLAZING BEAD 18 20 q eg..............yf"i — u3s b91 i i sm a 00 aC . tam PRODUCT R19VISED 1.499 asaamPlYSth9Flmide A .ase ,pgp .B90 '� Daildins Coo o e!I 890 1� Acapl im T1vi � - • °` ,j . 0I 2.791 i0R I >BO •• M pfpdC41 BBBBgB®8 00000 F d Lt Ddiorida Building Code Online Page 1 of 2 HWa Departamentaf SCIS Home Log In User Registration ! Hot Topics Submit Surcharge Stats&Fads I Publications FIC Staff SCIS Site Map Unks Search BurinBusines si I opiraProduct Approval ProfeUSER:Public User�, W 1 T7-1D Regulation Product Approval Menu>Product or Aoolication Search>Application Ust>Application Detall 7 c p i' ® 9 o i A ® FL# FL15558 f ® "P Application Type New BY, _ _u Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeid-wen.com Authorized Signature Janet Gerard fbcl@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (541)882-3451 Ext 2900 stevesa@jeld-wen.com Quality Assurance Representative Address/Phone/Emall 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 Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQt YlyI... 9/18/2014 a F1oyida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 Summary of products FL# Model,Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL15558 RO C CAC NIO11082.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other:Refer to Installation Instructions S-2104 for FL15558 RO II S-2104 SS.Ddf sizes,configurations,design pressure ratings,and Verified By: Hermes F. Norero, P.E. Florida P.E.73778 installation details. Created by Independent Third Party:Yes Evaluation Reports FL15558 RO AE PER2035 SS.Ddf Created by Independent Third Pa :Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA)EEO employer.Coovricht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4S5,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ®RR MW s=nt A1kT2K'J' haps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQtj Y 1 yI... 9/18/2014 NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Exterior Doors Certification No.: NI.O11082 3737 Lakeport Boulevard Certification Date: 05/01/2012 T # _ a _{ Klamatb Falls,OR 97601. Expiration Date: 08/31/2015 Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sidelites (wood frame) Speeifieatiolas Tested To: TAS 20.1/202/203-94 The"Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 312"x 6110" +6600 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0"x 6'8" Installation Details: S-2104 1-8 OX/XO O/S Door-Opaque 415"x 6'10" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x$13"(1/8"Tempered Glass) Installation Details: S-2104(1-8) OXO O/S Door-Opaque 5110"z 6110" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3101'x 618" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Retails: S-2104(1-8) XX O/S Doors-Opaque 613"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W Double Max Panel Size: 3'0"x 6'8" Installation Details: 5-2104 1.8 OXXO O/S Doors-Opaque 8'11"x 6110" +57/-57 8.55 psf Door-Yes CTLA-696W Double w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 61811 Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Details: S-2104 1-8 National Accreditation&Management Institute,IucJ4794 George Wasbiiugton Memorial Higbway/Hayes,VA 0 2 Tel: (804)684-5124/Fax: (804)684-5122 i NAMI AUTHORIZED SIGNATURE: 127 Fairbanks Ave. BUILDING DROPS Suite 438 ` Winter Park,FL 32789 A Perfect Solution in Every Drop 407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Pirod ct Evounvon Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites for Florida Product Approval IFL# YL @post foo 203 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel Outsving Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: JELID-WEN, lne. `�0111li1tr11rr� 3737 Lakeport Blvd. �� ES F. O Klamath Falls, OR. 97601 `�� Q-�•'''.. �Ci • �O i Prepared by: 7 Hermes F. Norero, P.E. Florida Professional Engineer#73778 r. A- Date:05/01/2012 % �,n Contents' Evaluation Report Pages 1—4 ��I s1 0NAV- �� Installation Details Pages 5 X11111111111►00 Digitally signed by Hermes F Norero,P.E. Hermes F.Norero, P.E. Reason:l am approving this document Florida No.73778 Date:2012.05.01 17:42:30-04'00' BUILDING DROPS FL#: Date. 05/01/2012 A Perfect Solution in Every Drop -� Certificate of Authorization:29578 Report No: 2035 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 107"X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E. (FL#73778)for JELD-WEN,Inc. based on Rule Chapter No.9N-3.005,Method la of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F. Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F.Norero, P.E. Florida No.73778 Page 2 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 �> Certificate of Authorization:29578 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc.(FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date:11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) Hermes F. Norero, P.E. Florida No.73778 Page 3 of 5 BUILDING DROPS FI-#: A Perfect Solution in Every Drop Date: 05/01/2012 v Certificate of Authorization:29578 Report No: 2035 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXXO X,OXO,XO,OX Outswing Positive= 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 1 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F.Norero, P.E. Florida No.73778 Page 4 of 5 BUILDING DROPS FL*: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation Method JELD-WEN, ine. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50'TYP. 16.41'TYP. .00" TYP. 3.00" 00"TYP. 13.41"TYP. 6.0 " 12.50" 6.00 TYP. 3.00" .00 TYP. 6.00" TYP TYP. TYP. TYP. .00"TY. ..00"TYP. 3.00' TYP. 6 TYP, I 11 I I I I III III I I 11 11 I 6 TYP. I 1 III III 1 I 5 5 SPACES SPACES 0 13.85" @ 13.85" I I II JI i _ I- 3.00" TY. 3.00 TY. .00"TYP. '+3.00" TYP. 2.125" 3.00"L�J 7.00"TYP. 7.00'TYP. T.00 YP. 7.00"7YP TYP. 4.50"TYP. 9.00"TYP. 3.00'TY. 6.58" 6.00' TYP. 6.00" 3.0+ o" TYP.– TYP. 6 TYP. I 11 III I I I I I TI—1 6 TYP, I I I 6 - 5 SPACES SPACES @ 1154" @ 13.85" - - I I I 11 I I I I 1- 3.00"TYP. 0 18.58'L 3.00" 7.00"TYP. TYP. TYP. Hermes F. Norero, P.E. Florida No.73778 Page 5 of 5 �j 74.5'MAX.O.A.FRAME WIDTH 70.25'MAX. OA FRAME WIDTH J17 �V ENe Steel 875°lYP. 125' 75' .75' TIP. 15.5'MAC. ME 38.625'MAX.OA TMP. BAR IMP. SIDELRE FRAME WIDTH PANEL WIDTH 36'MAX.OA .875F[- 3p,( 'MAXOA 14'IMAX.DA BEWVSAVSWCONTOURS'$"WOODEDGEOPAWESTEEL01/7SN?NQ W/A PANEL WIDTH TMP. NEL WIDTH PAM!WIDTH IFACTDOORUNINW/TR&W/1MffSVRJZES 1p GENERAL NOTES tl 4CTIVE ACTIVE 6'MAX. 1.THIS PRODUCT IS DESIGNED TO COMPLY WR THE CURRENT FLORIDA BUILDING BD. so. � fj/ OA D.L.D. Q CODE AND HIGH VELOCITY HURRICANE ZONE'HVHZ'REQUIREMERM WIDTH 2. WOOD BY MIST BE ANCHORED PROPERLY r0 TRANSFEROA PANEL63.125' g 3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION TO THE STRUCTURE HO HpGHT W1X. IN a DRAWINGS.ANCHOR EMBEDMENT r0 BASE MATERIAL SHALL BE BEYOND WALL e e OA DRESSING OR STUCCO. 8115' 8115' D.L.O. 4.SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. MAX. MAX. HEIGHT 5.THIS PRODUCT 9M THE WATER REQUIREMENTS FOR WIZ'ZONES. SEE OA ® OA THE DESIGN PRESSURE CHART BELOW FRAME FRW HEIGHT 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MUMU-RADE HEIGHT APPROVED IMPACT RESISTANT SHUTTERS. 7. MWMI-DADS APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED ooy FOR SIDl1TTES ., 8.S@ELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE' p xLZ CONFIGURATION. =:p -%YaE O95M fMPACi oc� 0.625' 0.75' 0.625° UNIT(0X07 W/NON-fIAPAC7 RESIDOMALddSIAATEDSTEEL DOOR 104awtodhants,ap b-wJ SmELRES VIEWED FROM EXTERIOR DOUBLE OUiSWMIC IMPACT UNIT(XII ��o 107'MAX.OA FRAME WIDTH aZ COAAPONEIdTCOA16TRUCr10NS: 37.75'MAX.OA VIEWED FROM EXTERIOR .875° .75' 4 MULL. 15.5°MAX.OA R,-M m Face ahsetrc 24 ga. (0.020 minimum thickness,Galvanized Steel A-525 FRAME WIDTH ' 36.625'MAX.OA lYP SIDEUTE FRAME WIDTH commercial quality-AM per ASIW 620 with average minimum peld atrertgth Fy(ave)=24,600 poi. 875'IMP. 36'MAX.OA PANEL W�1H 38'MAK OA 14'MAX.OA �j d PANEL.WIDTH PANEL WIDTH PAM!WIDTH Core ft=Expanded polystyrene with 1.0 to 1.25 Ibs./orf density, by W/ aa` o JELD-WEN,W. Door Petrel Construction:The active and inactive panels are constructed from 24GA. (0.020°min.)galvanized steel.the face sheet tops and bottoms are ® ® ® ® ® ® 6'WAX a. bent gar ova the top aid bottom rm1% The top LVL mit measures 1.67' KcTIVE A� wide x 1.042'high.The steel bottom nal is rod formed 0.021'galvanizedF OA D.L.O. 5S steel measuring 1.67'wide x 1.21°high The sides of the lace sheet are 80' 80° WIDTH roll formed onto the LVL latch st#e and Ponderosa Pine hinge able which MAX. MAX. measure 1.67'x 1.0. The intens cavity Is titled with polystyrene. The OA OA face sheets am glued to the polyelyree. PANEL PANEL 63.125' o_ Fixed Lie Const.The sash is constructed from 24" (0.020'min.)galvanized HOW FlEtGlil eQi steel.The edges of the face shoot are bent 90'over the polystyrene core e e OA and glued to R The sidelite panels am ranted to receive the ODL Lip Lite 81.25' 81.25' 1 D.L.O. Frames or the optical TA*Light Formes.(See sheet 7 for glazing MAX. MAX ® HEI' Maiwrterl&)) The Tete framas are seated w/OSO glaring campound on the OA ® OA �' FRAME FRAME Frame ConshuctirA,The formes are constructed from Ponderosa Fina jambs HEIGHT HEIGHT y �/ measuring 125'wide x 4.5625'deep.The door and sdel'ti a head jar& are rrtor8sed and butt*W to the side jambs and attached with(3) 160A T'x 7/16'corn wire staples. The untta use a standard bump face Pemko threshold measuring 4.D4t•deep x 1.0'high. The threshold is attached to o S g S the from with 3 16GA.2°x 7116"crown wire stoples. rr UDOUBLE EOMI ONMPACT ^o TABLEOFCONT9VT5 0.625' 0.75' 0.625' ,`, itIF1I1! r SIDELHFS FROM EXTERIOR w Q U Q SHT DESCRIPTION SINGLE GUMN O IMPACT UNIT(X) GEfNa7�i NOTES AND TYPICAL t7EVA110AS MM FROM EXTERIOR �``Qi 'Q '!� ortE 9-11-01 2 VERTICAL.CROSS SECTIONS AND BNL OF MATERIALS TABLE 1: r f O Prepared Br. N.T.S. DESIGN P! RATING-SHN sm 7 '- Derv.W. JWJ 3 HORIZONTAL CROSS SECTIONS W11.110110 Rail wmfT 6 N� 4 HORIZONTAL CROSS SECTIONS AND NOTES SNGLE W IABT(1L NL)A G O) = a T T x - it CNK.By.S. SAFFELL 5 ANCHORING LOCATIONS AND DEIXS +66 psf-7O psf 4u• DPW=ea.: 6 ANCHORING LOCATIONS AND DETAILS w/w0 Si�11tES igttally signed by Hermes F Norero,P.E. ��Op P,:�ttr 7 GLAZING DETAILS WUSLE DOOR tO(70f,OA=M) lesson:I am a rovin this document BUILDING DROPS,INC' S-2104 +57 psf-57 psf Pp 9 Phoma:407-644-6957 8 UNIT COMPONENTS W/QO�S�ImS ate:201205.01 17:51:35-04'00' mx `rears Far.407-644-2366 SIM 1 of 8 1 0.75'MIN. CONCRETE/ 0.75'ON. 'RETE/ NOEM& CONC am EDGE DIST MASONRY 51 EDGE DIST. MASONRY 51 I DOOR STEEL FACE 91EET 24CA (0,020UN.) STEEL 1.50' By OTHERS 1.50' BY OTHER 2 FRAME WAD LFW=JOINTED PONDEROSA PINE) WOOD MIN. MIN. 3 FRAME HINGE bW(FINGER JOINTED PONDEROSA wow EMB. 4 FRAME LATCH AM FINGER JOINTED PONDEROSA PINE) wow 19 LFJ EM9 5 4'x 4*BLITT HINGE 12am (BY HAGER) STM SHIM 20 6 ig X C PFH WOOD SCREW(HINGE TO DOW 20 ) Rym 7 DOOR LATCH STILE LVL 44 8 1 WSWW PEWO BUMP FACE THRESHOLD ALLIUMN 0.250* MAX. 10 COMPRESSION WFATHERSTV FOM SHIM 11 DOOR TOP RAIL LVL a SEE DETAIL 7-,---' SEE DETAIL 7 12 DOOR BOTTOM PAIL STEEL ON SHEET 5 1 ON SHEET 5 13 DOOR HINGE STILE(RNGER JWM PONDEROSA PRO WOOD 31 14 10 1 314 PFH WOOD SCREW# STEEL SEE NOTE6 SHTON I CL . 4 2 SEE NOTE 3 ON CK(RNGER JOWTW WOOD 10 SHT4 16 3116 ITW TAPCON ANCHOR W1 1 114-MIN. EMBED. M SI. 17 EXPANDED POLYSTYRENE(1.0 to 1.25 lb./cf DENSITY) BY JELO WEN FUN 1.750"MIN 1.750*MIN. 18 NOT USED PANEL THK PANEL 36 THK. 19 2x WOW SUB BUCK WOOD 17 20 SHAT 0.25'MAX THK HIGH D96P PLASM OR GRE47M 21 KWDW 400 SERIES KNOB SIM SEE NOTE 2 ON 22 KWKSET TITAN 700 SERIES DEADBOLT NOT SHOW) STEEL SHKT. 4 38 23 ig x I I PUSCREW ODL LITE FRN!E) STEEL 4524 x 2'PFH WOW SCREW STEEL 4 -T5-19 x 2 112'PFH WOOD SCREW STEELL 0.125"MIN. 26 10 x V PFH WOOD SCREW(IMPOW ASTRAGAL TO DOOR) STEEL GLASS THK. — f0 x 2-PFH wnm SCREW STEEL 28 MULLION CAP wow 29 WCONE CAULK ICR LAWRENCE 33-CT- SUCONE INTERIOR 0. OW By 81.25' 80.0" go. 3D GLAZING COMPOUND SILICONE 81.25' MAX MAX, SEE GLAZING Affix. 31 BRAD TRIM NAIL 16Gk x 314'(FOR 318*QLARTER.ROUND.) Sim MAX. 2!11 1 DAL OA 32 318QUARTER ROUND SI SM STOP WOOD OA OA DETAILS, SHEET FRAME PANEL FRAME 7 PANEL M CORNER BLOCKS FOR STEEL DOOR BOTTOM W MDF -t HEIGHT HEIGHT HEIGHT HEIGHT 34 SCHLAGE KNOB SET SHR 35 SCHLAGE MWBOLT#&W NOT 9f0iIM STEEL 36 SIZE RE STEEL.FACE SHEET 24GA. (0,020 WN,STEEL. STIR 37 IN mffw am BY ppol GLASS M ' SEE N07E 2 N O3 SHE 4 23 38 SG(SFAffTECH POLYCOM PP%30 C13) POLYPROP. " 39 1 PRESSURE TREATED MULLION BAR (3/4-x 4 9116 x 81 1/4") P.T. WOOD 40 ALUMN EXTRUDED ASTRAGAL BY NPERIAL) ALUWM_ 41 ASTRAGAL STRIKE PLATE BY WOW) STEEL 42 YALE OW HERITAGE SERIES SIM 1 36 43 YALE DWBQLT HERITAGE SEINES NOT SHOW) STEEL 44 swm FRAME HEAD,su AND 4sAm(nNm mmm Powms4 PINE) WOOD SEE NOTE SON 17 29 45 LITE FRAW BY=FOR 2;LG.U. POLYPROP. SHT. 4 10 .4 46 1 L2' BY WMIAMPAC) GLASS 3 )U NOTE 8 ON 16 47 flm BY TRINITY I POLYPROP. SHE 4 48 INSULATED TafVU GLASS iff 9 3 ISEE BY TRINITY GLASS SETT, 4 16 SEE DETAIL 7 NOTE 3 49 UTE FRAME SCREW#6 x ! 112-LONG PANHEAD(BY TRNM STEEL ON SHEET 5 ON . 4 50 GLAZING COMPOUND DOW 199 1 SILICONE 8 12 51 110 WOOD INSTALLATION SO"W1 1.50-MIN. BABB" I STEEL 31 52 DOOR LATCH STRIKE PLATE I STEEL 825' M 53 DOOR LATCH OFAD BOLT SIPLAY -lffi Sim . 7: 1.25* DAM 9-11-01 MINf 7 -: — I..' I 0 7 Rqx-d Dy smqL. N.T.S. -f.. j —:. Z * CONCRETE 1.25' MIN. CONCRETE/ EMB. MIN MASONRY/ WM BY: iwi MIN. EDGE DIST. MASONRY MIN. BY OTHERS cmL By..S. SAFFELL BY OTHERS 0 • DPAWM NO, RT,CAL CROSS SECTION VERTICAL CROSS SECTION BLUING DROPS;INC. S-2104 _ 21TUNHIGH DAM THRESHOLD AT TFSIDELfrE SASH Phone.407-644-6957 Fox:407-644-2366 SHEEr E NOTE SEE NOS 4 2 19 20 4 52 7 1 15 214234 13 6 5 6 3 20 19 2 SEON SHT. 4 7 1.750'MIN. Z ad' PANEL THK. CONCRETE/ W MASONRY BY OTHERS 51 10 10 51 0.75'M �. �� 1 1 1 1 /// ° 0.75'MIN. x EDGE DI °° SEE DETAIL 5 SEE DETAIL 5 EDGE DIST. =4 °, ON SHEET 5 ON SHEET 5 a ' uj a < HORIZONTAL CROSS SECTION HORIZ NTAL CROSS SECTION 0L .250'MAX. LATCH JAMB TO BUCK HIN E JARS TO BUCK 0.250 oa m 5 . SHIM SHIM N CONCRETE/ ° MASONRY Cid m BY 07HERS a o SEE NOTE i & ON SHT 4 2 4D ASTRAGAL THROW BOLTS(2) TOTAL; (1 EACH) a a 1 15 1 7 4 52 7 1 15 214234 0.31'DIA x 9.0'LG.AT TOP&BOTrOM i6 INACTI S SEE NOTE 26 ^•, 1SHT4 10 DETAIL I ASTRAGAL TO STILE ATEACHMENi 1.750'MIN / NOTE:ITEM 24 NOT SHOWN THIS c PANEL THK \ WEW FOR;♦,LARm111��rl"��, ^o 111�H ♦ SF. CAME: 9-11-01 SEE NOTE 4 4 p NN Tk�IS 10 1 1 O Z Prepared By scALE: N.T.S. ON SHL 4 SHEET JWJ cw-By..S. SAFFELL HORIZON AL � AL CROSS SECTION i�0�` ,�' �2��` O ,pROpS 1NC 2104 A7 IMP RLAL. L 1 w +�` Phm:407-644-6957 Maas AV, ed♦aesro Far. 407-644-2366 swats 3 or 8 3SEE NOTE 4 24 44 28 9 4 52 7 1 15 214 34 13 6 5 6 3 28 9 44 14 AIN SHT47 ON SHT. 4 4538 328(DH PANEL MIN. SEE NOTE 3 b; ON SHE 4 31 egg PANEL THK 36 17 CA , 3 z 1C jlR4 \ / SEE GLAZING \ 1QB 10 7 / \\ SEE NOTE 2 2 DETAILS, 3s \ ON SHL 4 �,. SHEEP 7 // \ 10 SEE NOTE 5 25 / \ z� SEE NOTE 6 29 /// \� 25SEE ON SHL45 1 17 1 1 ON SHL 4 // \� 29 OSEE N SHL 46 " ON SHL 4 SEE DETAIL 5 SEE DETAIL 5 0.750' ON SHEET 5 ON SHEET 5 0.750' SEE GLAZING 39 39 DETAILS, SHEEP 7 i co HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION woad wiz AT SIDELITE TO LATCH JAMB A' SIDELJTE TO HINGE JAMB `la > :4 SEE NOTE1.SSPAACCING FOR ITEM 826 THE 810 x 1'PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASS 51 19 20 4 31 ON SHE 4 3 3BY & � AS FOLLOWS: FROM THE TOP DOWN &THE BOTTOM UP: 1.0', 2.5", 4.0", 5.5*, 13.0° 18.0'&26.0". 2. SPACING FOR ITEM 823 THE 88 x 1 1/2'PLASCREW IS AS FOLLOWS: SEE GLAZING x TOP&BOTTOM. HORIZONTALLY. SIDELME PANEL 3.0'IN FROM EACH CORNER. 32 36 3 454 DETAILS, SHEET 7 ''-'- ON THE SIDES. VERTICALLY, FOR THE SIDELITE PANELS 3,0, 13.0;26.0; 39.0, 52.0'& 63.0. 3. SPACING FOR ITEM 831 THE 16GA x 3/4'BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND , a ITEM 89 THE 16GA. X 1"BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS � FOLLOWS: TOP&BOTTOM HORIZONTALLY OR THE 3/8'QUARTER ROUND): 1.25"IN FROM EACH CORNER WITH e \ EXTERIOR (1) NAIL MID-SPAN. \ ON THE SIDES VERTM4LLY(FOR BOTH 18'QUARTER ROUND&MUL!_ION CAP): 1.25'FROM EACH END&SIX MORE \ :' EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 825,A 88 x 2 1/2'PFH WOOD SCREW. g 0.125'MIN. INTERIOR Q WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 824,A 88 x 2' ° GLASS THK. PFH WOOD SCREW. ° \� 5. SPACING FOR ITEM 825 THE 88 x 2 1/2'PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, °a ° SEE NOTE 2 IS AS FOLLOWS: 6.0'FROM EACH VERTICAL. CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 2 6. THE SIDELINE PANEL IS SECURED INTO THE SIDELITE JAMB W/ITEM 829 SILICONE CAULK ON THREE SIDES AND a \ / ON SHT. 4HORIZONTAL CROSS SECTION 3/8'QUARTER ROUNDS SECURED WITH ITEM 831 BRAD TRIM NAILS x 3/4"LONG. \\\ SEE NOTE 6 j°{T'r€W� TO BUCK 0.75'MIN. a e' 29 ♦♦♦ Z WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 827, A 810 x 2'PFH SCREW. WHEN ATTACHING \ ♦ i THE HINGE TO THE ME AND SIDELITE JAMB AT THE MULLION USE ITEM 814,A 810 x 1 3/4'PFH WOOD SCREW.DIST 'a 4 ♦♦ S F. 8. SPACING FOR ITEM 849 THE 86 x 1 1/2'PANHEAD SCREW(TRINITY LITEFRkME) IS AS FOLLOWS: e; SEE DETAIL 5 �� DATE 9-11-01 SIDEUTE LITEFRAME FROM THE TOP DOWN VERTICALLY: 3.25' 18.0625, 32.8125' 47.5625"&62.625". , ON SHEET 5 r r 7 p0 p�p�Br N.T.S.SCALE SIDELITE L1TEMME'TOP&80370M. FROM THE LEFT: ONE(1)SCREW AT 4.4375'. ° =* : JWJ 0L .250'MAX. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE SHIM o . T T a Q cw_er:S.WFELL USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. DMWM NO.: 10. USE ITEM 851 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. USE ITEM 825 WHEN INSTALLING INTO 50'EMBED.N ' pP �� BlIL�NG DROPS.INC. $2104 MULLIONS. USE ITEM 816 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEIM SILLS. f'Z ° Phwre:407-644-6957 Fere q ♦20578 For 407-644-2356 7 4 OF 74.50'MAX. OA FRAME NHDTH 70.25'MAX. OA FRAME WIDTH SEE DETAIL 2 ^f ON THIS SHE SEE ON THIS L 4T. 4.50'TYP. 9.00'TVP. 00'i1P. 3.00' 6.58° F5 6.00'TVP. C1 m •• 6.00"TVP. 1 TYP. 3.00' .00°TVP. Z vs T?Pw 00'TYP. TVP. SEE DETAIL 4 t 13ON THIS SHT. 6 �. I _ 7375' 6 iYP. l l I I I I I 1 7.375' vil— — 51 g 51 57 1 TVP. IVP. 'RP. 3 , 5 — SEE NOTE 5 � — 31. ON SHEET 4 5 SPACES SPACES g 13.85 SEE DETAIL 6 M 13.85° SEE DETAIL 5 ON THIS SHi 81.25° ON THiS SHi. — MAX. MAX. ` OA 1 �25 OA 1 FRAME �5. FRAME — 5 °( i — HEI _ _ — a _ _HEI*IT 3t' NQ$S mm1 31° 36.25° 16O g 36. 25' 16 Uqy TVP. Q o 3.00° �'TTP. 00'TTP. 12.125' 3.00' 700'TTP. TYY � 700'TVP. .� .15'MIN. c i C-SINK. SEE DETAIL 3 / r �\ ON THIS SHi SINGLE DOOR ON SIDELITES ANCHOR LOCATIONS / DOUG DOOR WIIHDUT SiDELITFS ANCHOR LOCATKXJS VIEWED FROM INTERIOR I VIEWED FROM INTERIOR 76 51 25 1\ 25 L/ w 5 53 SEE NOTE 10142 SEE NOTE ON SHEET 47 SHEET 4 / �P��,tiS F ',14 IWTERSINK FOR INSTALLATION ANCHORS W c4 L4 r4 6 5. ( I 24 5. i I 242 �•`0 .•• ' .,.P '.� ooh: 9-1 t-Oi 1 '41 1 6 SEE NOTE = Prw��, SCALE: N.T.S. / \ / 1 1 4 SHEEP 4 '* . * = owa or JWJ \ _ � cw-By..S. SAFFELL 52pO kortawero No.: DETAIL 2 - ® HEAD JAMB Kam 3 - ®THRESHOLD DETAIL 4 DETAIL 5 DETAIL 6 V..Law ��'�•` m DROPS,INC. S-2104 FP ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES 70 JAMB rsrE ' 29MI=.ax: 407-644-6957 qr 407-644-2366 sriEET_jL of 8 107.00'MAX. D.A. FRAME WIDIN 37.75'MAX. OA B[ m FRAME WIDTH SEE DETAIL 2 � ON SHEET 5 4.50'TYP. 3g 16.41TYP. SEE ON SHEAIL 4 3.00' 00'TYP. 77 13.41'TYP. 6.00' d g 00'TYP. 6.00"TYP. 3. • 00' 00'TYP. '' SEE DETAIL 4TYR ' 6 IYP. 1 I I 1 III I I l I I 1 1 7.375" 6 rn'• 6 n'P. 7. 75' ON SHEET 5 00 BI \• � 51 51 :ITYP. TYPTYR 6 SPACES SEE NOTE 5 3 SPACES SPACES 3 13.85' — ON SHEET 4 — ® 13.85 ® 11.54• v � z 0 81.25' ON SHEE�TL55 81.25' SEE DETAIL 6 � 83 MAX. MAX. ON SHEET 5 c OA OA FRAME HEMT 5• •II 25 HM 5. 0' I• I $aSa 31" yL 31' � 36. 5' 16 M. 36. 25' 16L? & TYP. I I 1 1 1 1 I 3.00'Typ.— —3.00'TYR 6.00' 8.58' 3.00' 7.00 TYP. 7.00'TYP. TYR TYR i Q SEE DETAIL 3 SINGLE DOOR KNOUT SIDELIIES ANCHOR LOCATIONS ON SHEET 5 VIEWED FROM INTERIOR DOUBLE DOOR NM SMITES ANCHOR LOCATIONS VIEWED FROM INTERIOR ♦��`1S F.tu��, i.o ��`jt�• .p �� CAM 9-11-01 .O Prepared Sr. SCAM. N.T.S. T 7 i a+k BY..S. SA TELL 0 i.wa•P � ` B"NG DROPS 9IC. owwwo no: A S-2104 Phone 407-644-6957 9 4d�zune Fac 407-644-2366 Smarr_L OF Q 17 50 30 3 EXTERIOR 5O 0.125"MIN. "~ TEMP. GLASS R a ICKNESS g� 0.50° INTERIOR GLASS BRE 17 29 50 29 46 50 38 23 OSM 42 zoo EXTERIOR 0.500°MIN. io . 0.125" TEMP, x GLAZING DETAIL 1 GLASS THK ;I ii� � 0.250"AIR c� ODL LITE FRAME SINGLE PANE '1'`r GLASS SPACE ' 1/8°TEMPERED GLASS SPARTECH Lu POLYCOM PP5530 C13rrz J rZ"y W- 0.125°TE MP. x. INTERIOR 0.50 INTERCEPT CLASS �i GLASS STEEL SPACER a o BITE 50 50 45 49 SEE NOTE 8 a a 17 29 29 4 ON SHT. 4 } EXTERIOR 0.125"TEMP. GLAZING DETAIL 2 c I i•: Rio i ?:: 1/2"GLASS TRINITY LITE FRAME INSULATED TEMPERED GLASS LUPOY EU-5007 1.000°MIN. 0.750°AIR SPACE GLASS THK. nom 75"x.50°INTERC T 0.125°TEMP. ALL GLAZING CONFIGURATIONS 111 INTERIOR STEEL SPACER GLASS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINEDm IN FBC SECTION 2406. 50 4 49 SEE NOTE 8 BITE ��$F�y2.*11i'' ON SHT. 4 spy, WE, 9-11-01 GLAZING DETAIL 3 T Prepared W. N.T.S. TRINITY LITE FRAME e* ' yk a owe.of. JWJ 1°INSULATED TEMPERED GLASS T T cm By.S. SAFFELL LUPOY EU-5007 � p P., 4o oeOmo NO.; �i'n p.e•�y 0``� BUILDING DROPS.INC. S-2104 • +�6` Phorw.407-644-6957 rm� qr eJ�20M For 407-644-2366 Sir 7 or 8 1.670" 1.670' -1.670' 1.670 4.5625' 2.188- T 1.210' 1.000. 1.042' 1.250* 0.750 00 BOTTOM PAIL DOOR HINGE STILE m 12 24GA(0.021' STEEL anNGERAWED PONDEROSA FWGER 2 3 WOOD JAM PWE WOOD JOMED 4 44 PONDEROSA PINE 1.645* 0.529' .............. 1.544* 1.544" 0.831' 0.380, 0.500, -T -- T 0.740' 1.750*0.5330. Z521 11.750' 2.519' 1.752- �L 2.621" X4 O CORNER am COMPRESSION �� @C-' DSm BOTTOM aSCHLEGEL O-LON 00 650 POLYPROP. YPRP -Sq. OOL L17E mv x.3.0,LONG TRINITY PLASTIC LITE KIT MATERIAL F-TRINITY PLASTIC UTE KIT MATERIAL DIX PLASM LITE KIT MATERIAL 1.500* 1.250' - IMPROVED.UNDER MAJff--Q= APPROVED UNDER MAJQZ--QMM APPROVED UNDER fiQAJM--a= 1.109 r I �i act 0.86B* 0 O.4U' 0.50 �Eq ig 0.375" 0.375*--1 �--T 0.624* T T 0 0 QUARTER 32 -qDELI7E 1.750* 1.736"O.6k75" E Pm Z 0 r4O" ASTRAGAL HAS TWO 0.3125. Z500" 0 2.137'1.012' 0 I ON TOP, I ON BOTTOM I L OlA. x 9*LONG BOLTS, 0 1.37.5* � 1.., 097--4- 1.025" 1.381' 0. 4.000' ASTRAGAL(IffM) ASTRAGAL SIM RATEDOOR LATCH STRIKE PLATE DOOR LATCH DEAD MULLION CAp HAGER STEEL BUTT HINGE 40 6063-T6 ALUMINUM (IMPERIAL 0.125°STEEL) STEEL @wLT sign @PINE(81.25'LONG) O4"x 4*x 0.097"THK. STEEL STEEL 11.875' 1.710' 22 0.582" 1.000 DLA. VARIES WITH HARDWARE USED 4.041 TANDARD BUMP FACE THRESHOLD o 8 00 LN - BY PEUKO 4. INSERT DATE 9-11-01 7 0 IZ Prepared&f. SC&E. N.T.S. am or. Jwj T T Q cmc BY.S. SVFELL DRAWNG NO-- WOOD LOCK BULDING DROPS,INC. S-2104 SFINGFJ?JOINTED PONOEROSA PINEPhom*407-644-6957 • MR qr gom Fcw.407-644-2366 %W_�8 OF