The URL can be used to link to this page

WS-16-3407 o �. � , Permit NO. WS-12-16-3407 Miami Shores Village Permit Type:Windows/Shuttem 10050 N.E.2nd Avenue NEPen ' ork Classification:Window/Door Replacem Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 FCOR1Dp' Issue Dater 1/3/201 Expiration: 07/02/2017 Project Address Parcel Number Applicant 490 NE 102 Street 1132060170550 Miami Shores, FL 33138- Block: Lot: HUGO& ERIN CORRALES Owner Information Address Phone Cell HUGO&ERIN CORRALES 490 NE 102 Street MIAMI SHORES FL 33138-3219 Contractor(s) Phone Cell Phone Valuation: $ 12,170.00 ROC PROPERTY DEVELPERS LLC (305)308-8603 Total Sq Feet: 0 Type of Work:REPLACE 13 WINDOWS, IMPACT GLASS FU Available Inspections: No of Openings: 14 Inspection Type: Additional Info:REPLACE 13 WINDOWS, IMPACT GLASS FU Window Door Attachment Classification: Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 Invoice# WS-12-16-62401 DBPR Fee $3.60 01/03/2017 Check#:248 $277.00 $0.00 DCA Fee $3.60 Education Surcharge $2.60 Permit Fee $240.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $277.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIrtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an hermore, I authorize the above-named contractor to do the work stated. January 03, 2017 Aut ignature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 03, 2017 1 Miami Shores Village R FtV D DEC 2 0 2 16 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: e Tel:(305)795-2204 Fax:(305)756-8972 S INSPECTION LINE PHONE NUMBER:(305)762-4949 �FBC 201C4 `01 BUILDING Master Permit No. Vy PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �jGj /� CONTRACTOR DRAWINGS JOB ADDRESS: 4 ` O tj✓✓ t 0 a sf City: Miami Shores County: Miami Dade Zip: Folio/Parcel#://— 7 i5 2 00-0110,55V Is the Building Historically Designated:Yes NO X Occupancy Type:Load: Construction Type: CAS Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder): t&qo r' 6orra leS Phone#: 30e-- (07 30 2-5 Address:�6' Llm Q a-C erky"'e City: State: Zip: Tenant/Lessee Name: Phone#: Email: V1 P Corratte,s CO "I a'lli no • c-Om CONTRACTOR:Company Name:/6C e1?0P6127Y beV{(-o Pe2J' GCC. Phone#: ,?0 _ 3O03 Address: teal/ 1W 16 i7/ City: W i4zl�l State: /1-C Zip: Qualifier Name: UIZ4 Phone#:?O s 30 8 03 State Certification or Registration#:#:�rQ9 C rt50633S Certificate of Competency#: DESIGNER:Architect/Engineer: I�>y=t'Q� �`iA��U� ��F Phone#: Address: o`7-100 W 70y S"f City: State:of/ Zip: 3 0 Value of Work for this Permit:$/off /70- Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New )Aj Repair/Replace �-^❑ Demolition Description of Work: rQ C "'J GLS S ekC1 (1 (Alec-) , eein (QSSVJS arI-I-e a" J .1' 'Lv O2 Specify color of coloojrrtthru tile: Submittal Fee$'0J/',�vLJ Permit Fee$ " CCF$ CJ-� CO/CC$ Scanning Fee$ 40 Radon Fee S. �'`CT' DBPR$ Notary$ Technology Fee$ (/W) • Training/Education Fee$ Double Fee$ Structural Reviews$ 0 Bond$ TOTAL FEE NOW DUE (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on 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. —� I Si nature Signature I g OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of /2 20 A& by day of / Z 20_J(0 by who o is ersonaI�n lly .Ww-to �iTC/L V�.0 who is person � *^ me or who has produced as me or who has produced as identification and who;didan o th. identification and who did ke an oa . NOTARY PUBLIC: NOTARY PUB C: Sign: Sign: Print: Print: Seal: ' MY COMMISSION i FF 944099 12i sMY COMMISSION#i FF 944099 r`= EXPIRES:December 16,2019 Seal: BondedThru Notary Public UnderwritersS., EXPIRES:December 16,2019 Bonded Thru Notary PuNic Underwriters v� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 02/24/2014) SNORE,s 6 oust" Miami shores Village Building Department �ZORiI)A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ■■rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr a rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr BUSINESS NAME: Roc /?'d/QP.eye5-e_'o /Gew_" � C BUSINESS ADDRESS:_1311 /7y CITY-4.1•''�4-�� STATE 1006 ZIP /3 c/ BUSINESS PHONE: 05 y_3OR-- $603 FAX NUMBER( ) CELL PHONE(30 309 g(&ALIFIER'S NAME: AC— f-le72 QUALIFIER'S LIC NUMBER: C f'j 0 6 3.3 J` s STATE OF FLORIDA ,- DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 �". 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 CURA, PETER ROC PROPERTY DEVELOPERS LLC 4311 SW 16TH STREET MIAMI FL 33134 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 barbequeQiv DEPARTMENT-OF BUSINESS AND restaurants,and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CGC1506335 ISSUED: 08128/2016 to serve you better. For information about our services,please I I log onto www.myfloridalicense.corn. There you can find more CERTIFIED GENERAL CONTRACTOR information about our divisions and the regulations that impact CURA,PETER you,subscribe to department newsletters and learn more about ROC PROPERTY4DEVELOPERSILC i the Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the-provisions of Ch.489`FS. and congratulations on your new license! Expiration alta:AUG 31,2018 L160828=158 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD •:.°:r' CGC1506335. ��3 The GENERAL CONTRACTOR Named.below IS CERTIFIED w "' A. Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 f� -CURA,,PETER, .,�-'"�} •� -ROC PROPERTY DEVEL09ERS'LLC 4311-SW 16TH_ STREET -- --Y MIAMI- FL 33134 ISSUED: 08i28i2ot6� DISPLAY AS REQUIRED By LAW SEQ ft L1608280003158 ACORO® DATE 1 / /YYY1� CERTIFICATE OF LIABILITY INSURANCE lzn9/20zols THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Rovner&Company,LLCPhone:(561) 287-6279 ext. F� N„Fax:(561)629-1335 E-MAIL 11098 Biscayne Boulevard Suite 100 ADDRESS: lgarcia@rovnerco.com Miami Florida 33161 INSURERS AFFORDING COVERAGE NAIC 0 INSURER A:The Hartford 11000 INSURED INSURER B: ROC Property Developers,LLC 4311 SW 16th Street INSURER C: Miami Florida 33134 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE A D BR POLICY NUMBER MM/DDY EFF POLICY El(P LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGEO RENTE CLAIMS-MADE F-1 OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL 6 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ ]POLICY 7 JECTPRO F—] LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LUIBILITY STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500'000 A OFFICERIMEMBEREXCLUDED? Y❑ N/A N 57WECZS9771 It/02/2016 11/02/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ L - ___L_ - DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached M mora space is required) General Contractor license#CGC 1506335 CERTIFICATE HOLDER CANCELLATION Miami shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Buildig Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 A 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Florida 33138 AUTHORIZED REPRESENTATIVE Lisette Garcia ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD USD ACORDT, CERTIFICATE OF LIABILITY INSURANCE D12/19120 6) PRODUCER 305-227-0082 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION CAROLINA INSURANCE CONSULTANTS, INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8250 W FLAGLER STREET,STE 116 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. MIAMI,FL_ 33144 INSURERS-AFFORDING COVERAGE INSURED ROC PROPERTY DEVELOPERS,LLC INSURER A: ARCH SPECIALTY INSURANCE COMPANY 235 82ND STREET INSURER B: MIAMI BEACH,FL 33141 INSURER C: INSURER D: INSURER Et COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRTYPE OP INSURANCE POLICY NUMBER POLICYMMIDOA EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY AGL-0009687-01 02/27/2016 02/27/2017 FIRE DAMAGE(Any one fire) $ 100,000 CLAIMS MADE O OCCUR MED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE S 2,000 000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO (Ea accident) $ ALLOWNEDAUTOS BODILY INJURY SCHEDULEDAUTOS (Per person) 5 HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS (Per acddent) PROPERTY DAMAGE S (Per atddent) • I GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO OTHER THAN EA ACC 5 AUTO ONLY: AGG 5 EXCESS LIABILITY EACH OCCURRENCE S OCCUR D CLAIMS MADE I AGGREGATE $ 5 DEDUCTIBLE S RETENTION $ S WORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ E.L.DISEASE-EA EMPLOYEE S E.L DISEASE-POLICY LIMIT 5 OTHER DESCRIPTION OF OPERATIONSILOCATIONS(VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS GENERAL CONTRACTOR LICENSE#CGC1506335 i CERTIFICATE HOLDER X ADDITIONAL INSURED;INSURER LETTER: CANCELLATION • SHOULD ANY Of THE ABOVE DESCRIBED POLICMS BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN MIAMI SHORES BUILDING&ZONING NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 10050 NW'LIVET AVEIMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURE ,I S AGENTS OR MIAMI SHORES,FL 33138 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25-S(7/97) O ORATION 1118 005933 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS ISNOT A Bltl-00 NOT PAY LB-T 7175486 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ROC PROPERTY DEVELOPERS LLC RENEWAL SEPTEMBER 30, 2017 4311 SW 16 ST 7455019 Must be displayed at place of business MIAMI FL 33134 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED ROC PROPERTY DEVELOPERS LLC 196 GENERAL BUILDING CONTRACTOR By TAX COLLECTOR C/O PETER CURA CGC1506335 $75.00 08/08/2016 Worker(s) 1 FPPU04-1611506 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 8a-276. For more information,visit www.miamidade.gov/tax ollector ,y SNoRFs G Miami shores VAli Building Department Ml 01 11111M 10050 N.E.2nd Avenue Miami Shores, Florida 33138 res �`'� Tel: (305) 795.2204 ��ORiDA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows, doors, sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance, embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowl ement: lior Z" e Z_ _r;�,ele — Z&:�_ (�/W Qualifier/ ner Signature ate Print Name +38.5 PSF + 0.4 PSF +40.4 PSF +40.4 PSF +40.4 PSF -42-0 4 10 SF 8 0 8 -43.8 PSF -43.SOPSF -43.8OPSF�� 5'-3-43.8 O D-7, +40.4 PSF +40.4 PSF EGRESS o -43.8 PSF -43.8 PSF BATH E3.8 +40.4 PSF ' KITCHEN ©-54.1 PSF ••• BEDROOM PLAYROOM BEDROOM 72_o" • • • • CL ••• •• ...... CL .. •. .. �..:.. GL •. .qL • �• •.•• STORAGE •s•••• / 11 A/C .�.... BASH... ••:••:40.4 PSF • • -43.8 PSF •• LIVING ROOM • ® • GARAGE +40.4 PSF -43.8 PSF CL DINNING ROOM LAUNDRY BEDROOM 2 +40.4 PSF 5.. +40.4 PSF 54.1 PSF 3 -54.1 PSF 14'-3" Q5 4'-4" m 3 +40.4 PSF EGRESS 4 j 7'-9" -43.8 PSF +40.4 PSF 3'-11" lO 4'-6" tz FLOOR PLA _ -54.1 PSF - +40.4 PSF 490 NE 102 "s EET -m ml Shores Villa e —43.8 PSF MIAMI SHORE L. ROVED DATE Q ►n, ZONING DEPT BLDG DEPT to C)9 SUBJECT TO STATE AND COU: I'Y E1ULE 5 A, s +40.4 °SF -x40.4 PSF +40 4 PSF —4 P� +40.4 PSF —43.8 PSI' —43.8 PSF 5'-3"-43.8 PSF +40.4 PSF 0 +40.4 PSF —43 8 PSF ��',�� q_g• �� 10 —43.8 PSF 8 8 —43.8 F-S' 0 07 © t t i BArI KITCHEN U+��O � PSF +404 BEDROOM PLAYROOM BEDROOM z_at —43.8 PSF CL • • • • • • • CL • • SSI.•• •.•••• ••.• •• •• STORAGE �•...a .• t� •...•• A/C •.•.• +a�?� Stter♦Ti{7 • • —5a�Si •••••• LIVING ROOM ••.•.. • GARAGE •� +40.49P9F CL LAUNDRY —45.8 'SF • •• DINNING ROOM • BEDROOM Q +40.4 PSF -54.1 PSF 0 14._3.. O 4._4.. PSF +40.4 PSF —54.1 4 79.. —43.8 PSF =j FLOOR PLAN +40.4 PSF S-11" (D j 4-6 490 NE 102 STREET .1 SF +40.4 PSF MIAMI SHORES�WFL: lop 4 24 —43.8 PSF ;W.�. Mi voi ,-n, is ffi i oresVillage - pp Flo - BY ELATE o OITfff"EPT - © C G DEPT - o YBJECT TO COMPLIANCE WITH ALL FEDERAL " S STATE AND COUNTY RULES AND REGULATION f,f 41 pp,� I IVINIS ENGINEERING, I.N.C. Kd = .85 : 2100 W 76 Street, Hialeah, Florida 33016 FLORIDABUILDING CODE, 2014 Robert S. M011SOur, P.E. Fl # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 IVIIPH WIND ZONE Interior &Exterior Zones (4&5 - Walls). Positive Pressures Ex os�ire C For the 175 ' mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30. 40 50 60 (Maxi ) 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 8.5 37.5 36.7 36.1' 35.7 20 '40.8 39.7 38.9 38.3 37.8 25 . 44.6 42.6 41.5 '40.6 40,0 39.4 30 4.6.5 44-A 43.2 42.3 41.7 41.1 40 49.4 _47.2 45.9 44:9 .44..2 43.6 50 51.8 49.4 48,1 47.1 46.4 45.7 60 53.7 -51.2' 49.8 48.8 48.1 47.4 Interior Zone (4 Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Area) in Square,Feet Height '10 20 30 40 50 60 (Maxi rn) -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -43.3 -42.5 -41.9 -41.4- 25 -48,4 -46.4 -45.2 -44.4 -43.8 -43:2 30 -50.5 -4.8.4 -4.7.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 53.4. -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone, CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30 40 50 60 Maxim •;1:40 -1.23 -1.19 -1.15 -1.13 1.5 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7. =5 : :-5?.'C: : ."-49.5 -48.3 -47.3 25 -59.8 -53..8 :$3A•:•: •. 51.7 -50.4 -49.4 VVV 30 -62.3 -58.1 -59.70 0•'-53.9 -52.6 '-51.5 40 -66.1 -61.7_ -59.1 -57.2 -55.8 -54.6 50 -69.3X54.3• • .619 • 60.0 -58.5 -57. I1` 60 -71.9 :X7.4 84..2 . ' 62.2 -60.6 Length of End Zone (a): 10% of least laoriaontal dimension or ,4 h, whichever i a I but not less than 4% of least horizoj t4 gi1rEim;io6 of 3•f j (h = mean roof heigh i fe i NOTE: AN 8% REDUCTION OF TFIEIl90A1]S 3HOWN1�BOVE MAY BE TAKEN FOR FLAT 00 S: AMMS- ENGINEERING, INC. Kd = .85 2100 W 7.6 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 11955 1 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADIE 175 MPH WIND ZONE Interior&Exterior Zones (4&5 - Walls). Positive Pressures Ex oslare C For the . :175 ' mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 '30. 40 50 60 (Maximum) "1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 '40.8 39.7 38.9 38.3 37.8 25 . 44.6 42.6 41.5 40.6 40„0 39.4 30 4.6.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44;9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 U Interior Zone (4 Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tri utary Area in Square Feet Height 10 20 30 40 50 60 (Maximum) -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 '-43.8 -42.0 -40.9 -40.2 -39.6 -39.1 . 20 -46.4 -44.4 -43.3 ' -42.5 -41.9 -41.4 . 25 -48.4 -46.4 -45.2 -44.4 43.8 -412 30 -50.5 48.4 47.2 46.3 45.6 45.1 . 40 -53.6 -51.4 -50.1 . 49.1 48.4 -47.8 - 50-1 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 53.4. -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 ' mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area) in Square Feet Height 10 20 30- 40 50 60 (Maximum) .;1:40 .< -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50 -4 .3 -46.8- -45.6 -44.7. 20 -57.2 =5�.4„ 5:1. : : : ' 49.5 ' -48.3 47.3 25 -59.8 -55.8 .. •...X93. : : ..'-51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 `-53.9 -52.6 -51.5 40 1 -66.1 -61.7•• • -59r1 . . •57.2 -55.8 X54:6 50 -69.3 .?. . : :-6?.9. . 10.0 -58.5 60 1 -71.9 F •-67.6 0 -64.2 162.2 -60.6 Length of End Zone (a): 10% of leapt Kori2bAtdI >9MiMnsidn or .4 h,'whichever"i``s y but not less than 4% of least horizoptaf Miepi_io4 or;•Vj (h = mean roof height fe 4. NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS: f i 490 CE 102 STHEET M AM S �- CRES EL_ . A H DOWC CCH EDC D E SIZE MARK DESCRIPTION W H MATERIAL REMARKS NOA • ; �'✓ • HR 54"1112 51"1 /4 ALUMINUM/GLASS 16-0629.09 0:0000 •'HR ; 111 63" ALUV,NUM/GLASS 16-0629.09 • •• . . .P.W.-V/ 19"1/8 50"5/8 ALUMINUM/GLASS 16-0629.14 .... t3 . 54"1/2 50"5/8 ALUMIN,jM/GLASS 16-0629.14 IMPACT GLASS 45 34 1/2 ALUMINUM/GLASS WHITE FRAME 16-0629.09 •'•••• �• R = 37" 38"3/8 ALUMINUM/GLASS GREEN GLASS 160629.09 C7 SH(INNERLY) 19"1/8 38"3/8 ALUMINUM/GLASS FULL VIEW 16-0714.06 ® SL 16" 90" ALUMINUM/GLASS 15-0706.03 O FD 72" 90" ALGMINUM/GLASS 150706.03 10 HR 37" 50"5/8 ALUMINUM/GLASS 16-0629.09 11 HR(INNERLY) 37" 38"3/8 ALUMINUM/GLASS 16-0629.09 M IAM I•DADE MIAMI-DADE COUNTY smog PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window,Impact",sheets i through 11 of 11, dated 09/01/05, with revision F dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT R A.TING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspections t the job site at the request of the Building Official. This NOA revises NOA#15-0519.08 and oonsistsof�th�s page ;Ad I Idence pages E-1,E-2 and E-3,as well as approval document mentioned above-, •; �• •• The submitted documentation was reviewed by 1t22nucl'Peebz,P.E. •• ✓ . . . . NOA No. 16-0714.06 MIAMI-DA®UNn y, r � �+ ••• •.• •.• :• Expiration Date: March 26,2021 Approval Date: August 18,2016 ... . . . . ... . . Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11, dated 09/01/05,with revision F dated 05/15/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-4957, dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) 3. Test reports on: 1)Air Infiltration Test,.per FBC,TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NDA No.07-0322.06) .. ... . . . . . .. • •:• ••• ••• •• Manuel Per`a�nE. • .Product Control Exer •• NOA No. 16-0714.06 •• :• ••• •• •• :• Expiration Date: March 26,2021 Approval Date: August 18,2016 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-4645,dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 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 single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NDA No. 05-1018.01) j 6. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 ..4) Small 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 an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) 7. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) •• ••• •• • • • •• ti Jy�y • ••• • ••• ••• ••• tN Manuel Pe ez, E. • Product Control x iner •• • NOA No.16-0714.06 Expiration Date: March 26,2021 Approval Date: August 18,2016 . •• •• . • . •• .. ... . . . .•. . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'' Edition (2014), dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted underprevious NOA No. 15-0519.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted underprevious NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted underprevious NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15 0519.08,issued to PGT Industries for their Series "SH-700"Aluminum Sinoe Hung L jv1;L,approved on 07/09/15 and expiring on 03/26/21. •• • • • • ••. • ..• • ••• ••• ••. Manuel Pe,ez, .E. • • . • • • • • Product Control EX"er `•: : • : : •` • • : NOA No.16-0714.06 •.` �. ••• `•` `.` : Expiration Date: March 26,2021 Approval Date: August 18,2016 E-3 • •• •• • • • •• •• ••• • • • ••• • • GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED. •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) •ASTM E1300-09 •ANS11AF&PA NDS-2012 FOR WOOD CONSTRUCTION A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.) •ALUMINUM DESIGN MANUAL,ADM-2010 OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AtSIS1o0-07/52-2010 B.5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BV EASTMAN CHEMICAL COMPANY) C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7116"LAMI CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.) SHEET OR.09D"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13/18"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITE•PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13!16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 I.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS PARTS LIST.......................6 •• WITH A.090'KURARAY BUTACIT�BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 • •J.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A CORNER DETAIL..............7 :00**: •••• .090"$UR.AMS UTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 • • •K.13/16"L4vtl IG:(f)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE •�•�� 00000 OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.) •••••• • • OR.O:D"�4FLE:*PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) • L.13/16"i"I06(6)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS •• • WITH A.090'KURARAY BUTACITE P B(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •••••• •••• M.13/16�A4lI jG!(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5118"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A ••••• ••••• .090' 94W 6UTACITE6PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ••••• •••2.rONFIGUjt"L%%4"OX"(1/1,VIEW AND RADIUS TOP,ALL W1 LOW OR HIGH SILL OPTION) :Soo**• 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) •••••• •• A.NEGATOu4.y.sio LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. • • ••B.POSIT=VE R@SV LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. • •••••• •••A ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. • • PRODUCT REVISED 5.SHUTTERS ARE NOT REQUIRED. as collplying with the Flo" Ey ecoat '6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4848,FTL-4649,FTL-4650,FTL-4651FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION xlimni nde PwAuct Cmrir1� ALUMINUM DESIGN MANUAL / 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. "' %^ •, JR 05A75/1B F ADDED SPACERS TO SHEET 2. GENERAL NOTES ;`'iaU°, '•,;��'�� 1070 7ECHNDIAGV N.VENICE.FL 34275 �°" -�,'�/''i,;I i •�'-'0.��, P.O.SOX 1520 �Z ALUM.SINGLE HUNG WINDOW,IMPACT b: ReiMvr' AN t NOKOMIS.FL 34274 Vuilify Berra ""MYON b" °�""` 011M�'P"" A.LYI�1N'MIL'LER,P.E. Dx. SH7W NTS 9 - 11 4040-20 F FL P.E.#68705 F.K. 911/05 J.J. 2723/07 k Part# Description Material 1 1 71 Kommeding 4SG TPS Spacer System 72 Quanex Super SpacernXTwith Hot Melt Butyl See this Sheet for 73 Quanex Dumseal Spacer Materials E1/21'NOM. 44 1/2"NOM. 74 Cardinal XL Edge Spacer GLASS BITE GLASS BITE REFERENCE TEST REPORTS:FTL-8717,8968&8970 70 37 70 37 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 80,81 or 82 7/16"LAMINATED GLASS 83,84 or 85 NOTE: LAMI IG OUTBOARD 71-74 71-74 a EXTERIOR INTERIOR LITES MAY ,; _ 1 (ALL SECTIONS) UPGRADED T T03!16° • WITH NO CHANGE IN IT X • • •••• ^p ^= DESIGN PRESSURE. •••••• KURARAY BUTACITE • • " " 1/2"NOM. 1/2"NOM. PVB INTERLAYER •:t••• • 46 • or GLASS BITE 46 GLASS BITE SAFLEX PVB INTERLAYER BY • • •• 70 EASTMAN CHEMICAL COMPANY •••••• • ` 38 70 •"" ` 0 8 • •• 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS `•• •s •• a • .090 PVB INTERLAYER .090 PVB INTERLAYER • • • 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS • • • •• so 5116"LAMINATED 7116"LAMINATED ``••`` AIR SPACE AIR SPACE • • • —1/8"ANNEALED OR TEMPERED GLASS 1/6"TEMPERED GLASS •a•••• ••• • • ••• 13/16"NOM. 13/16"NOM. • • • •• a •• so 13/46"*AMOG GLASS W/5/16"LAMI 86,87,88 or 92 13/16"LAMI IG GLASS W/7/16"LAMI 89,90 or 91 ••••• PRODUCT REVISED • ` ALUMINUM ns c 14ying rida with the Flo REINFORCEMENT B,xldmB Code 1� SILICONE HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA pccePfe",��1 STRUCTURAL BUTYLENEV 5/16"NOM. L'xpirat' Datc Y , ' SILICONE 5f18'NOM. SEAL STRUCTURAL FOAM_ —3/16"NOM. LICONE SEAL By POLYISOBUTYLEN 114"NOM• WITH BUTYL& ROLL-FORMED Miami L d PrmImt Coo WITH DESICCANT DESICCANT DESICCAAM NT STAINLESS STEEL U EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INT.GLASS INT.GLASS .GLASS 7, KODISPACE 72 SUPER 73 ,<DURASEALO XL EDGE'"' 4SG TPS SPACER NXT TM SPACER SPACER C( �`r 6 7, JR 05bSM6 F JADDEDSPACER3. GLAZING DETAILS ...:;;...'.::. 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 t� •- ! , P.O.eOX 1529 ALUM.SINGLE HUNG WINDOW,IMPACT NOKOMIS.FL 34274 Vwbly Better ' °'"' '""` �'""0N` """ A.LYNN W LER,P.E. an.,.er. trs: ta.: 8M7A9 FUII 2 d 11 4040-20 F FL P.E.#58705 M105 FX 105 JJ. P21"7 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" 1 MEETING RAIL all A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1+80.0 1 -80.0 HT. 60•1 A,B,M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1+79.0 -79.0 "X" SASH 62" A,B,M +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 1 53118" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 1+74.0 -74.0 UP TO 63 118" C,D,E,F,G,H,I,J,K,L 1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1+80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 383/8" 44" 60 618" 63" 72" 74" 76" 1 MEETING RAIL " A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. 48 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 1 -79.9 +70.0 -70.0 1+70.0 -70.0 +70.0 -70.0 .X„ _T H 52•• A,B,M +60.0 -80.0 +80.0 -B0.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.6 1 A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 •66.0 +66.7 -66.7 +65.5 -65.5 -1 • • b►TQ 631!8" C,D,ElFG H,I,J,K,L +80.0 80.0 +80.0 -80.0 +80.0 80.0 +80.0 80.0 +70.0 -70.0 +70.0 -70,0 +70.0 -70.0 •••••• C S OM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. •• BASED ON Flgl�aE�WINDOW TIP-TO-TIP FRAME DIMENSIONS WT. • WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH.76"FLANGED AND 76"INTEGRAL FIN) .0. MINUS •••••• •• •• IdfH GLA39�TYPE 17 118" 2211/16" 28 3116" 33 3/4" 39 6116" 4413116" 60 318" 6516116" SASH ••••• HT. • • 53118" D,E,F,J,K,L® +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +B0.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL ••••; lbLAt&TYPES: 0 0 TEST REPORTS TABLE 4. "X" SASH • • A!5/16"LAM[-(1"*Vf/8"A) FTL-4647,4648,4723,4957 •••••• E.95/16'"MI-(lit"Oi90,1I8"HS) FTL4647,4648 •• C.5/1C LAMI-(118"HSANO,10HS) FTL 4647,4648 • •••• D.7/16"•LAMI-(3rl%r ,.090.3116"A) FTL4645,4885 t."1t'l-AMI-(3/16"A 090 3116"HS) FTL-4645 PRODOCT REVISC:D F.7/16"LAMI-(3118"HS,.090,3116'HS) FTL•4645 a""'nMYin with the Plorhhe G.13116"LAMI IG-1/8"T.AIR SPACE,5/16"LAMI-(118"A,.090,1/8"A) FTL-4646,4723 k tdtng Cnds Acccptaucc Nk,IGO IQ. H.13/18"LAMI IG-1/8"T,AIR SPACE,5116"LAMI-(118 A,.090,1/8"HS FTL�646 L, ir�Dme ) 1. 13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI- 1/8'HS,.090,1/8"HS) FTL-4646 13Y J.13116•'LAMI IG-1/8"T.AIR SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) FTL 4649,4650 Mi K.13116"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI-(3116"A,.090,3116"HS) FTL•4649,4650,4958 v L 13/16"LAMI IG-1/S"T,AIR SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) FTL-4649,4650 M.13/16"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) FTL-5063 NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518'MINIMUM TO 38"MAXIMUM. 4.GLASS TYPES C,G,H,AND I MAY BE USED IN SASH ONLY 1070 rEct+NOLocv DRIVE DESIGN PRESSURES ^.' N.VENICE,FL 34275 '•; :. �` R ; "'"°"F P.O.BOX 1528 -ALUM.SINGLE HUNG WINDOW,IMPACT ; NOKOMIS.FL 34274 Visibly Better °N1r1'bM ' e""t ""'°NO' F A.LYNN LI ,P.E.$588 05 P.E. u,.a„ mti ow: 3N7on NTS 3 r 11 4040-20 F F.K. 9/1/05 J.J. 2,23/07 531/8"MAX.FLANGED WIDTH 52 1!8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED Cir I DLO(ALL) D � I — — � 75"MAX. --- 175"MAX. 75"MAX. SEE DLO /F "LF. F A LF, LF. TABLE 0 /j p� HEI HT STEL O O HEI HT SEE DLO O C �� HEIGHT L -- -- 76"MAX. 76"MAX. L 76"MAX. FLANGED FLANGED FLANGED HEIGHT HEIGHT HEI HT �16" — SEE DLOTABLE X /// MAX.SASH SEE DLO S SE E E DLO Slil! — / / TABLE (MAX.) HELI HT TABLE X E4 XE4 / NO / J.__ •• 48 1/4"MAX. • • •:••• • VV�T DLO(ALL) DETAIL B DETAIL C ••••: • •••DE:AIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) • ••••• •• •••• • • • 75'MAX. � 75"MAX. • • • •• •••• I.F. I.F. •••••• I SEE DLO HEI HT E� HEIGHT • • • ••••• •••••• •• TABLE •u••••� STABLEEE D O • • • j 76'MAX. % 76"MAX. • • •• •• FLANGED FLANGED • •••• • •• • I HEIGHT HEIGHT * L ••••• PRODUCT REVISED 20" 20" ns complying wilh d"Flab SEE DLO TABLE X SASH SEE DLO TABLE X j SASH B x14s C I` HEIGHT Fc<ePln qa»h HEIGHT __ B 41w+i edc PnMw.t DETAIL D DETAIL E VIEW(CUSTOM SASHI RADIUS TOP(CUSTOM SASH) NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. _ 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. I I6 1070 TECHNOLOGY DRIVE ELEVATIONS N.VENICE.FL 34275 ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BO%1528 asr..a+oa+: yam. aya wm.< A.IT IuIILLER,P.E. mY. cn.ou.e m ti NOKOMIS,FL 94274 1 isib[y Better SH700 NTS 4 11 4040.20 F FL P.E.#56705 F.K. 9," J.J. 2/23707 F— --2.784"--1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 1 INSIDE INSIDE 9,10,11,15,16 31 MAX. 2.710„ FIXED ] g OR 17 LITE DAYLIGHT 25 OPENING OUTSIDE 25 Imo--MAX.FIXED LITE DAYLIGHT OPENING r+ MAX.WIDTH 6 SECTION A-A •• OUTSIDE INTEGRAL FIN(OF.)FRAME SECTIONS INSIDE • • 23 0000•• • • 47 50 0000• ••c••• @MAX. • • f• HHT 21 •• • I HIGH I 0000•• OUTSIDE • SILL 2.330 0000• ••+• • 00• I LOW • • IL •••+e •• s 0 1 ••• _1L • • ♦ •• ••• 0000•• MAX. •s•••• •• 44Y�NGHT• •• 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE ) • • OPENING — — — — — — — — — — •••••• • • • 68 I.F.FRAME 2.n 10" pizomo'REVISED 28 the F10649••••• ns—mlyio8 wilh mid: • • 53 II OUTSIDE I K,"'IhyCode IG 14-.06 Aaopte. i'M 2021 pilaf bate 1 6 53 tar 2.946" p4ia,ai pnWuct .vl/ j 2.330I 52 (LOW SILL) (HIGH SILL) 63 V SEE NOTE ABOVE 54 64V_ `�. ....i 67 ULTRALIFT 69 12 ULTRALIFT 3 30 12 ONLY ONLY SECTION C-C Z_ SECTION B-B RADIUS TOP j l (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) SECTIONS 1070 TECHNOLOGY DRIVE ' N.VENICE,FL 34275 m` �* P.O.eox isle mT ALUM.SINGLE HUNG WINDOW IMPACT „. Nq.O.BO FL 34274 Visibly Better er..e o"""°""' "" A.LYNN MILLER,P.E. By:ae.: 0.wa al.: sHR10 HBIf 5 s 11 4040-20 F FL P.E.#58705 F.K. A11105 J.J. 2)2"7—i—_ ITEM DWG# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAMI 62BV1510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 1 4029 ISPIRAL BALANCE,3/8',5/8',OR 11/16' 70 ISILICONE,DOW 899,995 OR EQUIV. 10 1 1080 1 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5/16"LAMI, 118"&.090 PVB,1/8"Aa 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5116"LAMI,(1/8"&.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 13 ion/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAMI,(1/8"A.090 PVB,1/8"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAMI,(1/8"A.090 P\43,1/8"HS) 16 1080-1 BALANCE COVER,11/16" 41 6BALCVR670 85 F.GLASS,7/16"LAMI,(118"HS,.090 PVB,1/8"HS) 17 4053 SASH STOP COVER 64053 86 IG.GLASS,13/16"LAMI IG;1/8'T,AIRSPACE,5/16"LMA, 1/8"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/87,AIR SPACE,5/16"LAM,(1/8"A.090 PVB,1/8"HS) 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS,13/16"LAMI IG;1/67,AIR SPACE,5/16"LMA,(1/8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LMA, 3/16"A.090 PVB,3/16" 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LMA,(3/16"&.090 PVB,3/16"HS) 26 01235 WSTP.,.170 X 270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16'LAMI IG;1/8"T,AIR SPACE,7116"LAM,(3/16"HS,.090 PVB,3/16"HS) •••• 1096 EPtATCH 71096 92 M.GLASS,13/16"LAM IG;1/8"A AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"A) • • 27 91016 #8•X.625 OH.FL.SMS 7856 2.876 •••••• • 8 4007 ASH BO OM RAIL(LOW SILL) 612230 2.784 • 30 1226 M-11P.,81*LB VINYL 6TP249 •• 31 4008 RAL 612231 .062 •••••• •3a• 1266 SAW FIK)E GUIDE 42501 830 ••••• •a5• 1622 NG BLOCK 3fJ2"X25164"X1" 71622K 3. • • 55 ••••• 6 1052 1-61411 IG SETTING BLOCK 1"X3/4"X1/16" 71052K 3�b •1224 JANYL G OZ.BEAD BULB(THICK) 6TP247WK 062 •••• 38 1225 VAV?*MAZ.BEAD BULB(THIN) 6TP248K • • 41 40398 AZ"oBEAD,5/16 LAM.GLASS. 640398 47 FRAME,I.F.HEAD •••••• •42 40448 EAD,5/16 LAMI W/GRILL KIT 644703 #4071 A,6063-T6 • 44 94222A GLAZING BEAD,7116"LAMI 64222 O FRAME,I.F.LOW SILL • • 45 985C EAD,7/16"LAMI WlGRILL KIT #4072A,6063-T6 6985 48 •••••• •4067 GLAZINGBEAD,13/16"LAMI I.G. 64067 2.908 47 •4071A FRAME,I.F.HEAD 64071 PRODUCTRGVISBD 48 4072A FRAME:,I.F.LOW SILL 64072 2.374 11 Id lC'd,lmthaM'Idid¢ 49 40736 FRAME,I.F.HIGH SILL 64073 11 Id e coat I •O 14.0 nc«:pmRct 50 40748 FRAME,I.F.JAMB 64074 Ps. Ind' Dalt 7 52 4009 SILL LATCH(EGRESS)(LOW SILL) 764009 .062 NOM Oy 53 1086 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS Miami de Pmducl Coulratj 4.171 211( 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOM 56 1630 SCREEN CORNER KEY WIRINGS 71630 THICKNESS 57 1831 SCREENCORNERKEYW/OUTRINGS 71631 58 1073 ISCREEN SPRING 7CASP / 59 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME, I.F.JAMB 49 FRAME,I.F.HIGH SILL #4074B,6063-T6 / #4073&6063-T6 (USED AS RADIUS TOP HEAD) u M R"WM" P T PARTS LIST 1010 TECHNOLOGY DRIVE 1�i1`%'., (..j••.,'. N.VENICE,FL 34275 ,/'%'•i: R.w Br. „, P.O.BOX 1528 ALUM.SINGLE HUNG WINDOW,IMPACT ;” ,';`, NOKOM15,FL 34274 Visibly Better �""b" °"'" °"" ' A.LYNN MILLER,P.E. *er wr a.s+a �+. SH700 NTS 6 s 11 4040-20 F FL P.E.#58705 F.K. 9/1/05 J.J. 2123707 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 Il I.F.FRAME I n 2 I% I- -`2.784� .062 2.830 2.330 1.363 .062 6 or 50 O FLANGE FRAME HEAD #4002A,6063-T6 Imo--2.784----{ I O FLANGE FRAME SILL (Low) WELD 1.749 3 #40030,6063-T6 I 6 or 50 ALONG SCREW BOSS(2) SEALANT OR GASKET AT HEAD AND SILL 1 �1.513� .738 I 2.710 .062 .490 .040 .•.osz VIEW D-D VIEW E-E I�1.as1-I (1!1 8 VIEW HEAD 8 SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) ' • O SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION •••••• FLAN�ilEF�2AAAE JAMB 7 #4025,6063-T5 1 #4053,6063-T6 .050 1 • • � 6 : #4504,6063-T5 _1 •••••• • *(USED AS RADIUSPrOP HEAD) 1.185 .678 • • •. •. .. � 2.326 1.096 •....• *000 I.J42 2.279----1 .062 1.349 • � T GLAZING BEAD,5/16" •...• 00000 •..• I 41 #4039B,6063-T5 •...• •• • • I 1.979 .062 �.i5.5 III nnnsss III 1.707 os2 O SASH SIDE RAIL •....• � • •i •• 062 � 31 #4008,6063-T5 •• • • • FIXED MEETING RAIL • • _ 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(Low) 678 • • t1.• #4007,6063-T5 .050 • C% # 54 ,0 Na -T8� #4006C,6083HS-T6 050 s 1.096--1-.17 PRODUCT REVISED •••• O GLAZING BEAD,5/16" as ce-PlyiRg with the Floti&, • s742 A!,,a c #40448,6063-T5 5 gcmplenceik lG•O 14.Gfo 2.326-� 1.096 T (USED W1 GRILL KIT) Lzxpr.eF Date I'j�Ql 062 GLAZING BEAD 7/16" n ,; ade PrnAuct Con rd/ 2.946 44 #4222,6063-T5 3.446 2.638 .683 .050 062 �I 4-►-----►�-1.097 678 .050--� >�.`'.•✓.. .i. 46 GLAZING BEAD,13/16"IG I- --2.784--- 1.115 �----w{-T #4067,6063-T5 O FLANGE FRAME SILL(HIGH) O SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" „ 69 66 #4051 A,6063-T5 #9650,6063-TS #4050A,6063-T6 (USED W/GRILL KIT) R-der. Db. rawrdn: P T TRUSIONS&FRAME CORNER DETAIL 1070 TEOHNOLOOV DRIVE N.VENICE,FL 34275 lliwo-raa, -_- ALUM.SINGLE HUNG WINDOW,IMPACT KOMIS, 1528 a.i.eemi. a,,. ®,,,�. e„„6p�,,, A.LYNN tr{ILLER,P.E. onr cMabe D.ti NOKOMIS,FL 34274 1RriLly Better SH700 Half 1 7 a 11 404020 F FL P.E.#58705 F.K. 8/15 J.J. 2/23/07 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 40.603 1 46.603 52.603 1 58.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: p U U p U U p U U p U U p U U p U U p U U p U U 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS CO z Zm z Zo> z Z n z zm z zm Z Zm z Zc� Z`Z �ONO�Oci0`�O�OctiU`�O�OniUNO�Oc�iUNO�Oc�iUNO�OciUNO�OciUNO O FOLLOWIING DIMENSIONS. WIDTH TYPE 3 U U 3 U U U U U U U U U U U U U U HEAD-18 1/2"MAX.FROM TOP CORNERS C,D,E,F,G,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX,FROM TOP CORNERS 15"MAX.FROM BOTTOM CORNERS _ 1... 6"MAX.BELOW MTG.RAIL H,I,J,K,L 1 2 1 1 Ill 1 2 1 1 111 2 2'2 1;2 2 2 2;2 2 2 212 2!2 2 2 2 2 2 2 2 2 2 2 2 2 212 212 2 3 2;2 3 3 19.125 SILL-ANCHORS NOT REQUIRED 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB,M 1 2 1 1 1'1 1 2 1 1 1 2 2 2 112 212 2 2 212 212 212121112 2 2 2 2 211212112 212.212 212 213 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF _._ NOTE 2. H,I,J,K,L 1 21 1 121 21 21122112112222122122222212222322222322233132233 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AB,M 1 12 1 1 1 112 1 2 1 2 1 2 2,2 1 2 2 2 212 212 212,212 212 212 213,212 2 2 2 3 21-2 213 313 2121313. ARE FLANI"LESS.GED INDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 112 1 12 21-2.2 3 1 2 2 2 2 1 3 1 2'2 3 2 3 212 2 3 2 3 21 2 2 3 3 3 2 2 3 3 314 3 2 3(3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A •• 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ -... ._ -.-– --. -- - ---- MAXIMUM DESIGN PRESSURE WITH THE QUANTITY • • AB'M 1 2 1 2 212 2 3 1 2 21 2 2 3 1 12 2 3 2 3 212 2 3 2 3 21 2 2 3 3 3 2 2 3 3 3 4 31 2 3 3 3 4 31 3 4I 4 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE 0 ease•••• • C p E4F•G* 1• 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN !_• I- _L_ _- -- _ _. . _. PRESSURE FORTH ••••• H,I,J,K,L 212 1'2 2 2 2 3 1 2 2;3 2 3 2 2 2 3 21 3 2 2 2 3 2 3 21 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 RESPECTIVE SIZE 37.00D AND GLASS TYPE IS •�•••• • • • 1• 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 _.. ._. _ .. -r - --. _._ .. .. _.. - - 1 AVAILABLE. 00 • ABS•212 1 2 21212131 112.2!3 213 212 213 2'3 212 2I3 213 2113 213 314 2 3 3 3 3 4 313 314 315 3 3 4 4 0.000• • P 000:0• 0000 CD G► • 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0000• • • _I _. I _.1 _ - _._.. _. _.. dvq H,I,J 'L 1 2 2 2 213 21,2 213 2 3 212 2 3 2 3 213 2113 214 213 3 3 3 4 2 3 3 4 315 3 3 3 4 415 313 4 4 0••••11 • •• •0•� 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • • • AB+�• ! 1112 212 213 2:2 213 213 2';2 2113 213 213 2 3 2 4 213 313 314 2113 314 315 313 3 4 4115 313 414 •••••• •• • •PEi 79• TABLE KEY: •• • ••i C,D,Ef,G, Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX PSF __._ 000000 44.00% H,I,J%_0–2]V21212--121213 2 22 3 2i;31221'2 3 3 2 4 2�3 31 3 3114 2 3 313131412131314 3 5 313 314 415 3141415 IDP LIMITED) 118 PRODUCTREVISED ••••• 2 2 .2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 w complying with the FlIvidn • • ABM _._ ; . _ _. - 1 1 HEAD 2 ftildineCode 22212212213222132132123132421331133142333314213 3 4 3 5 313 3;44153;4418 JAMBABOVE2 3 ArspwnceNn1 •0 UrZ0 PSF 79 79 L.,nb1 +Doe , 21 MTG.RAS L C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW By do Prod+act Contrd ( } 48.000 H,I,J,K,L 2 2 2;2 2 2 2 3 212 2.3 3 4 2,3 3 3 3 4 2!3 3 4 3 4 2 3 3 4 3 5 3 3 314 3 5 311 3 415 416 3;4 5 5 MTG.RAIL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 90 AB,M -2]-21212 2 2 2I 3 212 21 3 314 2i3 3!31314 2;3 314 314 213 314 315 313 314 315 313 4'5 416 314 515 (FULL DP) :y; PSF 72 79 79 HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2!3 53.125 H,I,J,K,L 2 2 2!2 _ 2 2 3 212 211 3 3;4 213 314 3114 2 3 31,4 314 311 3 3114 311 5 3 3 4114 4 6 314 415 4,6 3;4 5 6 MTG.RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW AB,M – – 1 _ , _ –.. ,. _ _ - MTG.RAIL 222222232;2213342133143.4233143143133;43.53134;4411531- 415 '_ 3144.5 '6 aY P T ANCHORAGE SPACING, 1/1 WINDOWS 1070 TECHNOLOGY DRIVE '' .•.. '' , N.VENICE.R 34275 r. o �4+ma• --�— ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1528 I �„ o.r: o.r NOKONIS.FL 34274 VisiblyBerw °'041b1if °s1" °""` °i"'°'s ""' A.LYI ItAiIiLL�R,P.E. F.K. 7/19/05 J.J. 1/13/07 SH700 NTS 8 a. 11 4040-20 F FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 7.4.655 76.000 3-#12 SCREWS ANCHOR TYPE. ❑ U U[22 U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U 2 ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS cn0 z zz zolo z zm0 z zm0 z z�0 z zcoo z zr,o z z N NOONO^ON NO`-ON No—oc' N0-4Z NOON N❑�0N N0-0 FOLLOWING DIMENSIONS: WIDTH TYPE U UU C) U U U U U U U U U C) U U HEAD-18 1/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS _ 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 1 21 1 2 1 2 21 2 21 1 2 1 2 2 2 2 P 2 2 21 2 2 2 21 2 212 2'2 2 2 3 2 2 2 3 2 312 2'2 3 2 6"MAX.BELOW MTG.RAIL 19'125 111SILL-ANCHORA,B,M 11 2 1 212 212 211 2 2 212 212 212 2i2 212 212 2;2 2 2 212 312 212 312 312 2 2 3 23.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.000 H,I,J,K,L 1 1'1 1 1 21 2 1 1 1 21 2 2;2 2 2 2 2 2:2 212 2 2 2 2 2 2 3 2 31 2 2 2 3 2 3 2 2 2 3 2 31 2 2 2 31 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 111 1 1 212 111 21,2 212 212 212 212 2 2 2121212 212 312 32 2 2 3 2 312 212 312 312 2 2 3112 ARE 1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A — — - - i ""' BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A g�SOO• H I,J,K,L 1 1 1 1 1 1 2 2 21 2 212 2 3 2 2 21 2 3 3 2 2 3 3 3 3 3 2 3 3 31 3 2 2 313 413 3 2 4 3 41 3 3 2 4:,3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY • • 0900 • 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 0000 AB� 1 _. 11 1 1 212 212 212 213 21 2 2 2 3 3 2 2 3 3 3(3 312,313 313 212,313 4':3 312 4 3 4 3 31 2 413 MAXIMUM DESIGN PRESSURE FOR THE •��•�• 0000 PSF 59 67 79 • • • RESPECTIVE SIZE C,D,E.AG, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.ODO 11 1 11 2221221223222133322333333413313312 33413324 3414312413 AVAILABLE. • H,I,J,R,L• I 0000•• 0000 • 1• 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 0000 0.000 A'B':• ,6. 1 1 1 1 2 2 2112 2;2 213 2 2 213 3 3 2 2 313 3 3 313 413 313 3 2 3 3 4 3 312,413 414 312 4'3 • • ••••• •• • PU 64 79 62 79 • 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • •i C,D,E, �2. 2 2 2 2 2 2 2 0000•• - - ._ 40.D00 H,I,J,K,L Ill 1 1 1 1 2 2 21 2 2!2 21 3 212 3',3 31 3 212 3)3 41 3 3'3 41 3 313 311 3 4:3 414 3 3 41 3 414 31 3 51 3 0.0.00 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •0• : A,B 1 1�1 1 1 2 2 212 212 213 2;2 31.3 3;3 212 3;3 413 313 4'3 313 313 413 414 3 3 4';3 4:4 313 513 TABLE KEY: •• SF" 79 56 79 79 • 0"' • C,D,E,F!G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •PSF •••• — ---- - - - _. __ _ - ..._ . (DP LIMITED) 117 PRODUCT REVISED 44.000 H,I,J,K,L 111111222122231322333;42133134143134134143341344334134:43354 HEAD 3 ueO"PrylgwnnehoFlatdx 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Ruildil g Code 1 0 14-:Cro A,B,M - _._ _ ._ JAMB ABOVE 3 3 A«cPe�xHo 202! 111111 2222223132123133142133!3443343414313413443134;344313514 c rotK Dtiie PSF 45 74 51 74 79 79 MTG.RAIL JAMB BELOW "Y C,D,E,F,G, 2 2_ 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 Mlmni de Pltd,alCmbtf 48.000 C,D,E,F,G, 1 1 1 1 1 1 2 2 212 2 2 3 3 212 313 314 3 3 313 414 3 3 414 41413131414 414 4 3 514 4'4 413 514 MTG.RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 LAB1 1 1 1 1 1 2 2 212 2 2 3 3 212 3'3 314 3 3 3 3 414 313 414 414 313 414 4 4 413 514 414 4 3 5 4 FU( LL DP) 41 67 46 67 76 79 HEAD 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 21 2_ _ MTG.RAIL 53.125 1 1 1 1 1 1 2 2 21 2 2 2 3 3 31 3 3 3 411 4 3 3 4 4 414 3113 4 4 4;4 31 3 4'4 51 5 41 3 5'4 5'5 4 3 5 4 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAMB BELOW---- --— - ..-.._ _.__ I. 1 MTG.RAIL 1 1 1F 1 1 2 2 212 2 2 3 3 33 3,3 414 '3 3 4 4 4 4 3 3 44 414 313 414 514 4 3 5 4 5 4 4 3 5 4 y�6 ANCHORAGE SPACING,STANDARD VIEW '`•''`.`"''' ewa p,Hyv,,,. 1070 TECHNOLOGY DRIVE _ N.VENICE.FL 34275 .- ;•' P.O.RDx 1539 .._�— ALUM.SINGLE HUNG WINDOW,IMPACT I yam a" e„"4oN a A.LYNN MILLER,P.E. o.« arc NOKOMIS,FL 3427d Yistb[y Bean SH700 NTS 9 d 11 4040-20 F FL P.E.#58705 F.K 7t29/D5 J.J. 2/23107 I 1 1 ANCHORMAN ITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 1 44.839 50.382 55.925 2-114"ELCO SS4 CRETE-FLEX ANCHOR TYPE: ❑ U U O U U o U U o U v o U V o U U o U U o U U 3-#12 SCREWS m 0 z z �?O z z �?O z z t?O z Z r>O z r,z�?O z z �?O z z m 0 z-z 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING WINDOW GLASS N 3 0 O N Q` O O N N O O N§ N O O N N O 0 04 o 0 CA 0 O N N O O DIMENSIONS: WIDTH TYPE V U 3 U U U U V U U U U U 3 U V U U HEAD-18 1/2"MAX.FROM CORNERS 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 11 112"MAX.ABOVE THE MEETING RAIL 6"MAX.BELOW MTG.RAIL 24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D,E,F,J. 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 518"MIN.TO 3B"MAX. 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1"LESS. K,L 11. 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 8 6.DESIGN PRESSURE LIMITATION PSF 79 76 79 77 79 79 79 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44j1Q0 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS --- ---... ..----_ ... _.-------' - ___.- .. _ .. • • K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN ••••• PSS i8 V 70 79 79 71 79 73 78 PRESSURE FOR THE - • Me 2 2 2 2 2 22 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND _ GLASS TYPE IS 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 8 5 6 AVAILABLE.63 71 79 64 74 8677 69 69 TABLE 7.KEY: 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3_ -- ___ _ -- -- MAX.PSF 1 2 2 2 3 3 3 4 4 4 5 4 5 B 5 6 6 5 7 6 5 7 ••••• (DP LIMITED) 112 •"•'• VV4311 QU�iid'I gS AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD_2_ • • •• •••• TABLE 8. JANB ABOVE 2 •••••• MTG.RAIL • • • s•••• SASH HEIGHT •••••• WBSTRATE: 8 15.776 18.776 21.776 24.776 27.776 30.776 31.106 • OR TYPE. o U U a v ❑ U v ❑ v v ❑ v ❑ v ❑ v U ❑ v v FULL DP • ' zr o z � ze?0 z � z HEAD 2 pQ •Z Z m Ogg N z z m Og N z z co 0Og N z '. Z c1 N Z �'?gg N Q N p N •••••• WIN OW •5 N S U U `' S U U �' $ c� ci U v `V $ cg U N 3 U $ U c� TH 5 JAMB ABOVE 4 PRonucrruvtseo 19x125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 MTG.RAIL .complying with the FI(ridn 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 Ald ng Cade AcwpMxcc No) •O i 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 Expirxtiun axle 21 37.000 79 TABLE 8.KEY: M xn, ae r«a„et eo�r 2 1 2 2 —2-1-2 3 2 3 3 2 3 3 3 3 -3-T-3-T-3 4 3 3 4 3 4 74 MAX.PSF 40.000 -2-F--2-1-2 2 2 2 3 2 3 __3_T_2_]_3 3 3 3 4 3 3 4 3-1-4 4 3 4 (DP LIMITED) 112 BS 78 JAMB BELOW[F22] 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5-F-3 4 MTG.RAIL 48.000 63 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 FULL DP 53.125 73 -5-F-3-1-4 e2 `58 66 72 JAMB BELOW 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG.RAIL 6 1l fi 6 w„aer ar rtrla+e °rove'. 7070 TECHNOLOGY DRIVE ANCHORAGE SPACING,CUSTOM VIEW N.VENICE,FL 34275 PGT ALUM.SINGLE HUNG WINDOW,IMPACT ey °1L P.O.BOX 1529 ,,,,, ___ .,,. a,,,y,a w. A.LYNN`MILLER,P.E. K vn"' orn: NOKOMIS,FL 34274 Visibly Better 9F1700 NTS 10 d 11 4040-20 F FL P.E.#58705 F.K. 712&05 J.J. 2/13/07 NOTES: EXTERIOR INTERIOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAIL ) WOOD ANCHOR APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-3/4"MIN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1 3/4". CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR (SEE NOTE 1 l&3) (SEE NOTE 4) 1"MIN.EDGE 1/4"SS4 CRETE-FLEX. 3.35 KSI MIN. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE 1 3/8"MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE .1 3/4"MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL lx '. ED 1 3/8" 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK C4� MIN. ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 114' 1/4, 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1/4" 13/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. MIN, 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. ••�/4'MAX.SHIM 114"MAX.SHIM II��-- —t 7,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT • • so** • .•. t WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, •••••• • • '°.' 1-3/4"MIN EDGE 1'MIN.EDGE • • • EDITION. ••••• CONCRETE ANCHOR, WOOD ANCHOR, • :*ego • • • FH BELOW MEETING FH BELOW MEETING • s•: ° RAIL.(SEE NOTE 1&3) RAIL.(SEE NOTE 2&3) 4 • •••••• ••• • 3.35 KSI MIN.CONCRETE I INTERIOR ••••• •••• s• • OR 1.5 • • (ALL JAMB DETAILS) EXTERIOR 00000 •• • •••••• 1x BUCK OPTIONAL WITH SOLID CONCRETE :0000 • •• •••• (SEE NODTE4)K •••••• OR CMU SUBSTRATE(SEE NOTE 4) • • • ••;•02TAIL C DETAIL D •••••• • •• : •••••• TYPICAL FLANGED JAMB ANCHORAGE • •• • •• • • • • 1/4" ►-5/8"MIN.EDGE of see: 2-172"EMBADMENT SHIM 1/4" • — WOOD FRAME MAX. I PIYOL70C'f ItfsVISED -WOOD FRAME SHIM I m cmiplying"i(h dw MF wa twildulp Cudc( 5/8'MIN.EDGE A—pl.— �o-OZIQ•.0{o .131"DIA.MIN. NnRz�ation —� x 2ENT AT 1/2"NAIL, 0 2-1/2'EM EDMCORNERS y 131"DIA.MIN. Mi,m1i)udePraductUw x 21/2"NAIL, AND 5"O.C. WOOD FRAME I/ AT CORNERS AND 5"O.C. 5/8"MIN.EDGE •.1'.'' .131"DIA.MIN. O 1/4" x 2 112"NAIL, MAX- AT CORNERS ' SHIM AND 5"O.C. 2-1/2"EMBEDMENT DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G_, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE Cc� //L(f(6 DIM o.ro: Foq 11170 TECHNOLOGY DRIVE ANCHORAGE DETAILS .. N.VENICE,FL 34275 r •1�; l ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX 1528 .� pwgMx q.: A.LYNN R,P.E. NOKOMIS.FL 34274 Visibly Bermr SH?W NTS 11 a 11 4040-20 F FL P.E.#58705 F.K 9/b06 J.J. 2,23107 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1,titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ippeotion at#h e fob site at the request of the Building Official. This NOA revises NOA#15-0528.26 apd cogiss pf:hid M& },and evidence pages E-1,E-2 and E-3, as well as approval document mentioned s'tbbv • • • • The submitted documentation was reviewed by Manuel Perez,P.E. . ... . ... ... ... . . • • • • • NOA No. 16-0629.14 MIAMI-DADE COUNTY •• • • • • • • • • • •• •• Expiration Date: February 19,2019 7(26116 Approval Date: August 04,2016 1 Page 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through Il of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NDA No. 03-1105.01) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. Man el Pe ez,P.E. ,.0 ... 00 ... Product Co trot aminer ' NOA 6-0629.14 ' ' ' ' ' ' Expiration Date: February 19,2019 . .. . . . . . . .. ' Approval Date: August 04,2016 E- 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. -15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. .• ... . . . . . •• Manuel Per z, .E. • 0:0 ••• 90: ••• Product Control am' er ' . NOA No. 16'-W9.14 .. . . . . . . . ,.' ;• •0• 000 •o• ;• Expiration Date: February 19,2019 Approval Date: August 04,2016 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"' Edition (2014), dated May 20, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window—L.M.I."approved on 07/09/15 and expiring on 02/19/19. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. Manuel .E. • ••• • ••• ••. ... Product Contr Exa finer •• •• : NOA No. 629.14 .. . . . . . . . . • •• .. Expiration Date: February 19,2019 •• • • Approval Date: August 04,2016 E-3 ... . . . . ... . . . . . . V: . . . . ... . . 000 ... . . STANDARDS USED: GENERAL NOTES:SERIES 720/820 •2014 FLORIDA BUILDING CODE(FBC),STH EDITION DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW •ASTM E1300-09 THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO •ANSIlAFBPA NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE d SMALL •ALUMINUM DESIGN MANUAL,ADM-2010 SEE SHEETS 25 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS THE FLORIDA BUILDING CODE,INCLUDING THE HIGHH •AISI-5100-07/S2-2010 VELOCITY 48"TIP-TO-TIP WIOTH HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48'BUCK WIDTH 48'BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1/4"VISIBLE 45-1/4'VISIBLE 45-114'VISIBLE LIGHT WIDTH PRODUCT REVISED WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH ascompiyiegwilypeFkrida INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD -+� 6"MAX. 6'MAX. F,SHEET 8 2'MAX. Bwldio64'ndc 9 LITE(CAP)MUST TEMPERED. B,SHEET 6 D,SHEET 7 H.SHEET 9 ° (� 2 3)FOR MASONRY APPLICATIONS IN D COUNTY, y� USE ONLY MIAMI-0ADE COUNTY APPROVED MASONRY I I I Miami ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A - - I A B5" C C E,SHEET 8 I E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 G.SHEET 9 G, HEFT 9 a 4)ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO BE _ HEIGHT _ BUCK I m CONSIDERED NI INSTALLATIONS.IR WOOD BUCKS ARE HEIGHT �JR-05/05/16-ADDED SHEET 11 r---'--- r------- --_----- 93-114' WITH SPACERS B MOVED PARTS. OPTIONAL IF UNIT IS INSTALLED DIRECTLY T I SUBSTRATE. i BL VISIBLE v WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR 1Y MAX. VISIBLE 12'MAX. 931/4" LIGHT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. VISIBLE 5'MAX DESIGNED TOP OPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT STRUCTURE.W D YKV ESIGN AND INSTALLATION IS I / 96• I / HEIGHT I / 96" JJ111[[LLL FIE y m THE F�SPONSIB j ENGINEE�t,(EOR)OR 71p_TQ BUCK W to ••Mf•i1TECT OF RECORD,(AOR). •• nay • • • I I I HEIGHT � 3 TIP • • • HEIGHT p 'v SHAILBE 0 o •CBCAIO�DOWALL DRLGSREMBIM•I GSOt STUCCCOCUSE ANChjPRS OF 1 I 1 I I O N � ea°a O ••SUFFICIENT EMBEDMENT.NARROW JaNi4EAL1WT IS USED 1 I 1 I I Q c� W N �dj• ON ALL FOUR CORN&RS OF THE FRAMEAWSMh1<*TION -1 $ Z n ••Fr1CF�RS SHOU�Q��F� D. OVERALL 0- z LL U)LL co J v. p SEALING/FLASHVIG$TRRT�GY FOR K ESISTANCE OF 6^ L,..�B�{ t..--- 12"MAX.O.C. yD�{ f� 12'MAX.O.C. H.SHEET 9 I F.SHEET 81 =W (n W •MI66<,ILATION SH,rLV�p NE BY OTFii�Al� BEYOND MAX SHEETS MAX. SHEET 7 2"Mme• U U X- 0 RIE SCOPE OF THESE INSTRUCTIONS. tl•��-- 5'MAX O.C. W Z 02 co S ok ••••• •• a •••• F LU m O O -9ma 6) .1/4'SHIMSAROREOUIREDATIEACHANCWOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION o> O0 Z O •• ION WHERLOTHE ARSDUCT IS NO•RM6M TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) o Z d Z O 0 U RATE.USES MS CAPABLE OF TRANSFERRING Q hhJy� ♦- Q LL APPLIED LOADS.WLMD BUCKS,BY O" *M_*F BE W •••UNWIENTLY AN"RED•TO RESIST LQA"INPOSED ON FIGURE I: J J • THEM BY THE Y•NDOVICt • 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK W • • •• • GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. m N a6 7aavS •]]QE�SIGN PRESSURES. • •••• GENERAL NOTES........................1 ,�v,/ ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® Z W }�At`C,gTIVE D€€S GN LOASS BASED ONISTRUCT•RAL/CYCLE ELEVATIONS................................1 / \ MEMBERS,SEE FIGURE 1,THIS SHEET. N TEST PRESSURE, OtARIFtALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................25 Q ~O Z E1300. DESIGN PRESSURES..................25 12'O.C. WIDTH WIDTH--( !--WIDTH--i {f WIDTH Z Z atoo5 B.POSTfIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. / r -I -1 f— -1 p Q o 0 PRESSURE,STRUCTURALI CYCLE TEST PRESSURE,FRAME INSTALLATON,EQUAL-LEG.......7 T T ITI ITI 0 3 m R4 CR ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A..........8 I / / I I = p W INSTALLATION,INT.FIN 8...........9 1-1 / C1 I S2 c7 c7 W Z 3 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6. ai I w I = I I = I I x U.1 a o_ DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................1 I MAX T L L L J L 'osaa saya5 TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................11 - INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR WIDTH�•{ f~WIDTH-+{ WIDTH�•{ F~WIDTH �{ `�11 THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE is T�- T -, T r -, T r , �\ < (.•ryv.(.Y�dN�A(�i� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS Type Deacriptbn Sheet F I I F- P. �,CEn�`� !F/� SHALL MEET THE REQUIREMENTS OF THE FLORIDA N * O O p �✓ BUILDING CODE FOR CORROSION RESISTANCE. 1 7/18'Lend(3116'An-.090'PVB-3116'HS) 2 = _ _ _ Vo.S_7u' t 2 7/16'Land 3/16-HS•.090-PVB-3/16'HS 2 1 11 11 I 1 9)REFERENCES:TEST REPORTS FTL-3835,3850 67212; 3 1.1/16'Lama.10(3116'T-7116"Alt•3/16'An-.090'PVB-3/16'HS 3 1 1 1 L L J - _ ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAFBPA 4 1-1/16'Lami.IG i6'T-7/16'Air-3/18'HS-.090"PVB-3/16'HS 3 / ` NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN �-WIDTH -{ I'� WIDTH -� WIDTH +{ WIDTH-�{ O (o Ir` 5 7/16'Lwri 16'An-.090'SG_3116'An4 �;�-. S7AfE OF MANUAL. 6 7/16'Laml 3/16-HS•.090'SG-3/16'H3 4 T�--- ---� -- T r- - I ;(1^•-•"�<oar 0. ...= 7 1-1116-Leml.IG 3/16'T-7/16"Air-3/16"An-.090'SG-3116'An 5 �. I I I ��'�$'�•'••::..... ��•.,� 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 = Qr SERIES USES AN SO INTERLAYER.THE 720 AND 820 SERIES 8 1-1116-LamL X; 18'T-7118'Air-3118'F6-.O9D'SG-3/16'HS 5 O p I c9 I I �; ✓'•?,! F MAY ALSO BE REFERRED AS THE 701 SERIES. -SG-='KURARAY SENTRYGLAS INTERLAYER-BY KURARAY AMERICA,INC. w w w w ;I i I 1, •` 'PVB'=-KURARAY BUTACITE•PVB INTERLAYER'BY KURARAY AMERICA,INC. 1 I 1 I 1 1 A LYNN MILLER,P.E. P.E.#5e705 TABLE 2: Window Design Pressure(+l-,psf)for Glass Type 1 Long M 7/16'LAMINATED 67-718 72 76 80 1 84 88 92 96 100 104 109-1/2 GLASS STACK I I 30 +1-80 +1-80 +/50 +150 +180 +150 +1-80 +/80 +150 +180 +/80 32 +150 +150 +150 +150 +150 +1-80 +150 +150 +150 +/50 +150 .090'PVB INTERLAYER 34 +150 +150 +150 +150 +150 +1-80 +150 +150 +150 +1-79.8 +1-79.4 36 +150 +150 +150 +150 +/.80 +150 +1-79.7 +1-77.2 +1-75.1 +/-73.4 +I-72.2 3/16-HEAT STRENGTHENED GLASS 38 +1.80 +150 +150 +1.80 +/50 +/-78.1 +/-75.2 +1-725 +1-70.3 +/-68.5 +I-65.3 3/16'ANNEALED GLASS PRODUCT REVISED re wmplps8 with en Florida 40 +150 +150 +150 +1-79.8 +/-77.2 +1-74.3 +1.71.3 *157.9 +1&5.1 +153.4 H51.6 q 11 - BuildiGog Code i 42 +150 +150 +/80 +1.77.4 +/-74.3 +1-71.3 +158.2 +154.7 +181.6 +/59.8 +I-58.2 A cptoa Die 44 +150 +150 +1-78.9 +1-75.4 +/-72.1 +1589 +155.6 +1522 +159.7 +/57.5 USED AT CURVED L 19 46 +150 +150 +1-77.2 +/-73.6 +/-70.1 +1588 +I-83.5 +150.3 +157.7 FRAME MEMBERS ONLY 29 SB' LONG SIDE By 11-7/8'O.C.MAX. - mi 48 +150 +/-79.3 a1-75.8 +l-71.9 +/-68.3 +154.9 +1$1.5 +1-58.2 GLASS SITE Mi a Product e 50 +150 +I-77.5 +1.74.1 +/-70.3 +/56.7 +/531 +159.7 1-3 E 52 +I-79.1 +1-75.8 +1-724 +158.8 +1-65.1 +!$1.5 t° 54 +1-77.4 +1-73.8 +1-70.5 +157.3 +f83.5 SHORT Q 56 +1-758 +I-72 +158.8 +1.85.3 EXT 3 R 20 13 SIDE 58 +/-74.2 +1-70.3 +/88.8 m BO +1-727 +158.7 +185 - 62 +1-71.2 +157.1 GLASS TYPE 1 64 +/897 +I.B6.5 ' 86 +1883 F~ LONG SIDE -� 67-718 +1-6 V) Y m NOTES: • • • SHORT W •1)BUCK dMENSIONS YFiOI►'la FOR FLANQFD WI+IWWS,SUBTRACT t"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE � > a � .7a8 •A PASILVES NOT SHOWN,ROUND UP TOdrHraNEXT4VAILABLE SHORT OR LONG DIMENSION. O •3)FOR AItHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. O In o •••••• }� o1°a O • • •••• • • • • C7N N of• • • • TABLE DIMENSIONS MAY BE OJ m W '� N •• • •••••• ORIENTED VERTICALLY OR O-/ N_jo Z Fe •••••• •••• •• •• HORIZONTALLY AS SHOWN. Z LL LL co Uj �N w • • • • ••••• •••• 000000 w mO 6 10 JMO 3: • •;a 00• • • Window Design Pr•sure(+E,psf)for Glass Type 3 . Ga Z 'T ZO •••• Lag Side(in) F- N LL • 67-7/8 72 7r• ••6e 84 88 92 96 100 104 109-V2 1-1116'NOM. g J O -311 a150 +/-DO +150 +150 +180 -180 +1-80 N80 .180 +150 +150 GLASS STACK GLA LAMINATED • 3 +I N +l +150 +150 +1-80 +150 +1-80 +1-80 +150 GLASS STACK N • 34 +150• 0 +l 150 +150 +1-80 +150 +/50 +150 +150 +150 3116'HEAT I SHORT - '& t j W ONS 38 +150 +150 +160 • 0 +I$0 +150 +f80 +150 +150 +150 +150 3116'TEMPERED GLASS STRENGTHENED GLASS SIDE f ® �a Z it • +150 +/!0 +/507 +AN +180 +1.80 +150 +/50 +/-79.4 -1-764 +1-74.3 3/16'ANNEALED GLASS � 0) F 40 +l +150 +150 +180 +150 +150 +1-787 +/-73.5 +1-70.9 +159 7/16^AIR SPACE -ow.PVB � � O w Z 02 +1511 + 0 +150 +150 +150 +150 +1-77 +/-73.1 +189.6 +186.9 +155.2 11 INTERLAYER LL Z Ix 44 +180 +150 +150 +150 +150 +1-778 +1-74.1 +1-70.3 +187.5 +183.9 O D. 00 E 46 +150 +150X+1-79.6 +150 +1-79.2 +1-75.4 +1-71.7 +158.1 +185.1 5 LONG I 0 (Z7 n W m 48 +150 +150 +150 +1-77.2 +1-733 a159.5 +155.8 USED AT CURVED SIDE w W 33 50 +150 +/50 +1-79.4 +1-75.3 +I-71.3 +157.5 FRAME MEMBERS ONLY 29 GLASS SITE O X w a a 52 +150 +150 +1--7 +1-73.5 +1895 11-718- MAX. LL O 1° 54 +150 +150 +1-78 a1-71.8t_g55 +180 +150 +1-73.858 +150 +1.79.4 EXTERIOR 60 +180 +I-77.6 62 +150 +1-75.8 r 1St 21 13 _ I SNORT SIDE 64 +1-78.8 +1.74 e6 .I-772 GLASS TYPE 3 67-7/8 +1.74.9 _ NOTES: - \� 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 7- 2)FOR SI2ES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. v A.LYNN MILLER,P.E. P.E.#58705 TABLE 4: Window Design Pressure(+l-,psQ for Glass types 2&4 Long Side(n) 87-7/8 72 78 80 84 88 92 98 100 104 109-112 112 116 120 124 12B 132 138 140 144 30 +1430 +IAO +1-80 +IAO +/-00 +1.80 +IAO +/.80 +IAO .IAO +1A0 +1A0 +1-80 +IAO +/A0 +IAD +I-00 +1-80 .IAO +1A0 R334 +IAO +1A0 +1A0 +IAO +1A0 +IAO +lAO +IAO +1A0 +IAO .fAO ./A0 ./AO +fAO +IAO +IAO +IAO +IAO +1-80 +IAO ,IAO +/AO +1.80 +IAO +1-80 +IAO +IAO +IAO +IAO +IAO +IAO +/AO .1A0 .1-80 +TAO +1.00 PRODUCT REVISED +1A0 +IAO +IAO +1-80 +/Ao +IAO +IAO +IAO +IAO +IAO +IAO +1Ao +1A0 +IAO +IAO +IAO "comply-g—*dw Rod& e w&s�+IAO +/AO +fAO +TAO +IAO +IAO +IAO +1-80 +IAO +1A0 +IAO +TAO HAO +lAO Awrow�Rb*'+IAO +IAO +IAO +1A0H.80 +I.80 +IAO +lAO +fAO +rAo +1A0 +IAO (q.IAO +IAO +/-8o +IAO +IAO NAO +TAO +TAO +IAO +1A0 +1A0+1A0 •1-80 +1-80 +/-80 +1-80 +IAO +IAO +IAO +1A0 +1A0 By +IAO +IAO +/AO +/AO +/-80 +1-80 +TAO +IAO +IAO+1A0 .IAO +1A0 +rAo +/-80 +IAO +IAo +IAO Qr�1 50 +IAO +1A0 +IAO +IAO +1-80 +1A0 +IAO yF54 +/A0 +IAO +1-80 +IAO +fAO +/-79.1 +1.80 +1A0 +IAO +IAO +1-78.6 +IAO +/AO +IAO +1-79.1+1.80 +IAO +IAO +IAO +IAO +1-79.3+1-80 .1A0 ./AO+l m- ••♦•SES: + • • • • 1)�l1CK DIMENSIONS SHOWN.FOR Fr4NGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. EOR SIZES ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • ♦♦ FOR ARCHIT TURALSNINDOW�FIN�THE:MALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. >_ 7 e�O N r c? O • • ••♦••• J m N "t LU N � � • OLL N J o Z •••♦•♦ t•♦t •• ♦• Z W)Li m W 'NOLO 0 + e • • U U X T o m y ♦♦♦`•1 •♦♦• e••••• 02 aN Geese •♦ • ♦•♦• TABLE DIMENSIONS MAY BE ~o LU W m O ♦ • • 0090** • 1-1/16"NOM. t`� Z • • •• ••0• GLASS STACK 7/16'LAMINATED ORIENTED VERTICALLY OR p O O a N ••••t 7/16'LAMINATED —�{ GLASS STACK HORIZONTALLY AS SHOWN. Z d Z � W LL t c GLASS SVk"♦s I LONG Q J O ♦♦•♦• •t • • CO m •:0♦♦ .090"PVB INTERLAYER 3/16•TEMPERED GLASS 3(16•HEAT STRENGTHENED GLASS SIDE J 3/16'HEAT STRENGTHENED GLASS laays ��--- LONG SIDE C/3 W • • • • 3I16'HFAT ® a Z W ♦ t •• • ♦• STRENGTHENED GLASS 7116'AIRSPACE .090'PVB INTERLAYER T t 3116'HEAT STRENGTHENED GLAD i ♦•t♦• ♦ t 11 SHORT � U) •♦••• 4 `j O w Z ♦ • 1t 5 SIDE 11 USED AT CURVED USED AT CURVED ++ J SHORT I— < Z Of al°a5 FRAME MEMBERS ONLY 29 5/8• Sl8' J___ '7 SIDE f FRAME MEMBERS ONLY 29 O Z N N Q 11-7/8"O.C.MAX. GLASS BITE 11-7/8"O.C.MAX. GLASS SITE z p 0 nw 1-3 X w as EXTERIOR EXTERIOR I-�-- LONG SIDE �i LL 0 2p 13 a 7578 21 13 amt .ash save GLA$$TYPE 4 SHORT � d LONG GLASS TYPE 2 SIDE SIDE f SHORT SIDE A.LYNN MILLER,P.E. P.E.II 58705 TABLE 5: Window Design Pressure(+/-.psf)forGlass Type 5 Lmg Side(n) 7116'LAMINATED �J 67-718 1 72 76 80 84 Be 92 96 1 100 104 1 109-1/2 GLASS STACK 30 +90-125.4 +901-120 +901-115.5 +90-111.5 +901-108.5 +901-106 +901-1045 +90/-103.5 -g0-1025 +901-100.7 +9097.9 -090'SG INTERLAYER 32 -90-116.9 +90-1108 +90-105.3 +90-101.6 +90-987 +90-95.7 +901-923 +90-90.6 +90-90.3 +1-89.9 +/•89 kW 34 -90-108.9 +90-103 +90-988 +90-95.1 +9091.8 +1.68.2 -1-84.4 +1-81.5 +1$0.1 +1-79.8 +1-79.1 3/16'ANNEALED GLASS 36 +90-102.6 +90-97.1 +90-928 +1-88.9 +1$5.5 +1826 -1-79.7 +1-77.2 +I-75.1 +1-73.4 +1-72.2 3/16'ANNEALED GLASS PRODUCT REVISED 38 ago-9BA +90-92.2 +1-86.7 +183.2 +/.80.7 +1-781 +1-752 +1•725 +1-70.3 +1-88.5 N-86.3 u C-,plymg with m.Florida 40 +90-94.6 +1-88.2 +182.6 +1-79.8 +/-77.2 +1-74.3 +/-71.3 -1-67.9 +1$5.1 0-63.4 +/$1.8 4 11 Baildm/Cod. 42 ;901-91.3 +1-84.7 +1.807 +1-77.4 -/-743 +1-71.3 +1$8.2 +1-64.7 +1.61.6 +1.59.8 +1-58.2 USED, CURVED Aompma No 44 +1-08.3 +1$2.4 +1-78.9 +1•75.4 0-721 +148.9 +1.65.6 +1-622 +159.7 1-57.5 FRAME MEMBERS ONLY 29 5/8' U>m 46 +(.85.4 +1-80.8 +1-772 +1-73.6 +1-70.1 +1-06.8 +1.63.5 +1-803 +157.7 ®11-7/8'O.C,MAX. GLASS BITE 0 48 -1827 +1-79.3 +1-75.6 +1-71.9 +1-88.3 +154.9 +1$1.5 +1582 �- LONG SIDE By N 50 +180.9 0-77.5 +1-74.1 +1-70.3 0-68.7 083-1 -159.7 1.3 T_ 94iami Product 52 +/-791 +1-75.6 +1.724 +1$8.8 +1-65.1 +181.5 54 +1-77.4 +1-73.8 +1-70.5 -1-67.3 +l-63.5 EXTERIOR SHORT 1 a 56 +1-75.8 +1-72 +188.6 +1.65.3 (� 20 13 SIDE > Y z` 58 +/-74.2 +1-70.3 0$6.8 � m 60 +1-727 +1-60.7 +145 GLASS TYPE 5 > 62 +1-71.2 +1$7.1 ¢ U 64 -/.697 +185.5 > 86 088.3 �- LONG SIDE 67-718 +l$7 NOTES: LU ,C2 Y m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT > (n �8 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. a. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 0 'a O 4)THIS SHEET APPL:S 4aA?V FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. }n -e aloe 0O N • 9000 • •• O aC440) O ••••• • • • TABLE DIMENSIONS MAY BE m m W T N • • • • ORIENTED VERTICALLY OR O-3 N� C J a 76 p 0 •••••• HORIZONTALLY AS SHOWN. Z- N LL 9000• • • • • XIL ` W 00 TAf4LE 6: • •••••• LU LU Z m O 0 :1M0 Poo** •••• •WiMew Design Pressure(+I,pef)forGlass Type 7 > p Ye Z m 9999 •••• mg Side Ql �z aZ °' O LL • 67-718 72 76 80 84 88 92 96 100 104 109-112 1-11i6'NOM. v g J O +90-13 -900930 +90-13e 44101-125 +931A276 +901-119.8 -90-118.1 +90-117 +90-1158 +901-1127 -90-109.9 GLASS STACK 7116'LAMINATED --I CO 3 +90- - 51 +90- 8.9 +90d-14.8 -90-111.5 +90-108.1 -90-104.3 +901-102.4 +90-102 +90-101.4 +90-99.7 GLASS STACK Q F +90-123.1 + - 64 -90-it -107.5 -90-103.8 +90-997 -90-95.3 +90-92.1 +90-90.5 +1-90 +/89.6 SHORT a 111 7aaV5 36 +90-116 +90-1098 ago- 00.5 +90-96,6 +90-93.3 +/-gD +1-87.3 +1.84.9 0$2.3 +181 2 3116'TEMPERED GLASS 3116'ANNEALED CLASS SIDE ® Z I 38 +90-1112 +90-104.2 +90-97.9 -90-94 +90-91.1 +1882 +144.9 +/-81.9 +1-79.4 0-76.4 0-74.3 3/16'ANNEALED GLASS u co in I- +90-t +90 -8 ag0413•{ 44/0.90.1 +1872 +184 +180.5 +I-787 +1-73.5 0-10.9 +/.69 7116"AIR SPACE .090"SG INTERLAYER O W Z 42 +9a- 3 -5.7 +901-912 0$7.4 +184 +1-808 +1-77 +1-731 +1$9.6 +1-68.9 +1$5.2 < W a1.as 44 a90-99. +0-53.1 +! -1 .2 +181.4 +/-77.8 +/-74.1 +1-70.3 +1$7.5 +143.9 11 u- Z D- •414P +90-96.5 +90 1.3 +I -I .2 +1-79.2 0-754 +1-71.7 +/881 +1$5,1z co a_ 48 +904 & *-"P 6 +145-4 +1$1.2 +IJ7.2 +1-73.3 +149.5 +1-65.8 5 LONG OF 0 N W N 50 +90-914 +l_.6 +/83-7 +1-79.4 +1.75.3 +1-71.3 -/47.5 USEMBERSD AT ONLYRVED 518' SIDE e FRAME MEMBERS ONLY 29 X W a d Q 52 +I-894 +145.5 081.8 -1-77.7 +1-73.5 0$95 11-718'O.C.MAX. GLASS SITE LL p u1 54 +1-875 +183.4 +1-79.6 +/.76 +/-71.8 56 .185.6 N81.4 +1-77.5 *I-73.11 13 aq1 osap sena 58 +183.8 1-798 +1-75-4 60 -1-821 -1-77.6 +1-73.5 EXTERIOR 62 +1-80.4 -I-75.8 are 21 13 I SHORT 64 +/-788 -/-74 r ~'I SIDE I"F Be -1-77.2 GLASS TYPE 7 67-718 -1-74.9 NOTES: ` 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. n` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. {7 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. A.LYNN MILLER,P.E. P.E./58705 TABLE 7: Window Design Pressure(+/_,psf)for Glass types 6&8 Long Side(n) 67-7/8 1 72 76 80 84 88 92 96 100 104 1 109-1/2 112 116 120 1 124 128 132 135 140 144 30 +901.130 1 +901-130 +90/-130 +901.13D +901-130 +901-130 -90-130 +901-13D +901-13D +901-130 +90-13D +90030 .WA30 .901430 1 +901-130 +901-13D +901-130 +901-130 +901-130 +901-130 32 +90/-130 +901-130 +90/-130 +90-130 +901430 +901-130 +901-130 +901-130 +901-130 +901-130 -90-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +9W-130 +90-130 34 +901.130 +90!-130 +901-130 +90/430 +901-130 +901-130 +90/-130 +90/•130 +901-13D +901-130 +901-130 +90/-130 +90/-130 +-901-130 +90/-130 +901-130 +90-130 PRODUCT REVISED 36 +9(Y-130 +901-130 +90-130 +90/-13D +901.130 +90/-13D +901131) +901-130 +90/•130 +901-130 .90/-130 .90-130 +907-130 +901.130 +901-13D +901.130 as complYjnB with the Florida 38 .901-130 +901-130 +90/-13D +901-13D +901-13D +9W-130 +901-130 +901-130 +90/.13D +901-130 +901-130 +901-130 +901129.2 +90-127.3 auildm6Code AQ- 40 +90-130 +901-130 +90'•130 +90/-13D +90'-133 +9W-130 +90'-13D .90-130 .901.130 .901-126.8 +901-123.2 +90/-122 Aaoeptance 1�0'Or241 No 4- 42 +901-130 +901-13D +901-130 +90/430 +901.130 +901-130 +901-130 +90-129.3 .9W-123.2 +90'•119.7 -9W-116.4 ex ' owe '-I 44 +901-130 +901-13D +90-130 +901-130 +90-130 +901.130 -901-130 +90-124.5 +901-119.4 +9(1-115 BY 46 +901-130 +901-13D +9W-130 +901-130 +90/-130 +90-130 -90/-126.9 +901-120.5 +901-115.3 Miami Deck Prodla+ 48 -90/-130 .90.130 +90/-130 +90/.130 +901-130 +90-129.7 +90.123 -90/-116.5 m 50 +901.130 +90.130 .90-130 +9&-13D +90.130 +9(Y-126.2.89.41-119. C Q 52 F-9-0030 +90/-139 f90-130 +90/-130 f90-130 -88.81-123 e rn 54 -90/-130 +90-130 +901-130 +88.81-127.1 56 •90-130 +901-130 +69.41-12958 +90.130 +90-130 61) .90.130 +89.8/-129.62 +90/-13064 +901-13066 87.7180 UJI NOTES: > anea 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. K a 2)FOR SIZES AT SHCNN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �^ v 7 O N 3) FQR ARCHI7� T �PALANDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, O N •• Of Go *1)DTW11S SHEET AP IEANLY TO FLJ¢4436M gOUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O C4 (n ' O • • • • p_j rn J $ Z �s Z Lo LL LL CD J u^ei0 O •••••• =LLl W • • • • • • •••••• Wv O2 5 ov Z • TABLE DIMENSIONS MAY BE o W ••••• •••• •• •• � mY ,••, O SMO • • • • ORIENTED VERTICALLY OR � r Z a Z ZO ••••• 0000 •••••• 1-1116'NOM. _` HORIZONTALLY AS SHOWN. 0 W LL • GLASS STACK I 7716"LAMINATED LONG Q m O ••••• •• H76'LAMINAi6p•f • • • GLASS WACK • GLASS STACK SIDE Q Q •••• • •• •••• 3/16'HEAT STRENGTHENED GLASS LONG SIDE .090"SG INTERLAYER 3/16'TEMPERED GLASS ® N W laaVS • • •• ***a••• 3/16'HEAT STRENGTHENED GLASS m Z X 3116'HEAT • STRENGTHENED GLASS 7/16'AIR SPACE • in •••• 3/16"HEA)STRBMGTHENEDC1A611 .090'SG INTERLAYER SHORT W 1-- SIDE• • • • O • • •• 4 • • 11 _ SHORT I- ¢ Z ir 1 r� **00* USED AT CURVED • 5 SIDE O Z N FRAME MEIffF3tRStRLY 29 578, USED AT CURVED 5re" Q C7 op 11-7/8.O.C.Rd' FRAME MEMBERS ONLY 29 GLASS BITE ®11-718-O.C.MAX. GLASS BITE O W W 3 13 1-3 �� LONG SIDE �i LL Q LL a T eill '�snp se - EXTERIOR EXTERIOR i 20 13 spa 21 13 SORT �' LONG �Y SIDE SIDE GLASS TYPE 6 GLASS TYPE 8 SHORT SIDE A.LYNN MILLER,P.E. P.E.058705 ZX WOOD BUCKSTRIP INSTALLATION EDGE -OR FRAMING,SEE INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 1/4•MAX SEE NOTE 2,THIS SHEET •` Q EMBEDMENT T I SHIM II TYP.ANCHOR TYPE,EMBEDMENT AND EDGE PRODUCT REVISED EDGE DISTANCE PER SUBSTRATE, DISTANCE ffi ceorplyiog with the Florida EDGE 8 SEE TABLE 8,THIS SHEET Building Code �6-��•I¢ DISTANCE ACOCPf°OCO ' 1/4*MAX 'rat Date 1 SHIM 16,4TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 8,THIS SHEET USEDATCURVED FRAME MEMBERS ONLYEXTERIOR 11-718'O.C.MAX. CONCRETE/CMU4 PER ANCHORI VISIBLE LIGHT WIDTH= 5 ¢ REQUIREMENT t� WINDOW BUCK WIDTH-2-314• WINDOW BUCK WIDTH CONCRETE/CMV M y m WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR U.1 a -yea BUCK REQUIREMENT 3 H€Ic:r•�* c] 1/4-MAX.SHIM• HORIZONTAL SECTION A-A >-N N arn •••••� TIP-TO-TIP ••• • so OJ't m W N • WINDOW 1112 STEEL O Ot-j o Z Fe HEIGHT, ylil� 0-1--: SELF•DRILLING SMS Z LL tib LL tO J uiD•p p •••• HEIGHT,GHT= • (GS),SEE TABLE 8, TABLE 8: Min.Edea Mu O.C. U U x N o • WINDOW •• THIS SHEET Anchor Substrate Distance Min.Embedment spwbv F Z m O 10 U' 0 • BUCK P.T.Southern Pim(SG=0.55) 9/16 1'18• 12' o W Y ••••• ALIT- • • Aknintan,8063-T5 min. 3/8• 0.083"• 12• > (5O z • • INSTALLATION #12 or 914410 SS Screw o C' O ••••• •� 4 _ A36 Steel 3/8' 0.063•• 12• r Z d z LL • • • METHOD D St"Stud,Gr.33 min 3!8' 0.045 18 Gs 12• O ••••• • • • INSTALLATION ANCHOR P.T.Southam Pine(SG=0.55) 8118• 1'18• 12' J Z co • • • • UNDERNEATH THE Aluminum,6063-T5 In. 318" 0.063" 12' • • • BEADING EXTERIOR Al2 or 814 Steel Screw(GS) A36 Steel 3/8' 0.083'• 12' m� N O ••••• 7aavS • • • • Steel Stud,Gr.33 min. 318• 0.045(18 Ga)• 12' ® z CnJ Unptoutad CMU,(ASTM C-00) 2-1/7 1.114' 12' J to 00000 •• • • • MIAMI-DARE APPROVED MULLION 1/4.410 SS GreteFbz Concrete(min.3.35 kai) 1' 1.314' 12' O Z • • • • 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.2.85 kap 1' 1-314• 12' p to • • 6 STEEL FRAMING OR STEEL STUD. djOJS Concrete(min.2.85 kal) 2-1/7 1.918' 12' LL Z z • SEE SUBSTRATE PROPERTIES, 114"Steel URMWn UnOmuted CMU,(ASTM C-00) 2-1/7 1.114• 17 0 3, W R4 N ••••• •• • TABLE 8,THIS SHEET Grouted CMU, ASTM C-90 2-t17 1.314' 12' ¢ p Q n 00 • • _f1/4"MAX SHIM -Concrete(min.3.5 ksi) 1-1/4• 1.3/4• 12' U W z 3 5/16' teN Ukraton Grouted CMU ASTM C•90 2-1/7 1'l4• 12- X LL d 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL LL 1X WOOD BUCKSTRIP, au1 °sa0 sa�ia5 SEE NOTE 2,THIS SHEET T CONCRETE PER ` EMBEDMENT ,• a ANCHOR INSTALLATION NOTES: ' < REQUIREMENT _ • 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"W.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12•.1X WOOD BUCKS ARE INSTALLATION EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X•ARE 1-12"THICK OR GREATER. 6 DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING TYPE B SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. - VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.s 58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1X THCKSTRIP. EMBEDMENT SEE NOTETE 2,2,THIS SHEET INSTALLATION I SHIM x TYPE E EMBEDMENT L SHIM TYP.GE DIST NCETYPP R SUBSTNT RATE, EDGE . EDGE DISTANCE PER SUBSTRATE, PROD,Ar Cf Rb-V1SED TABLE 9,THIS SHEET DISTANCE EDGE fjr�.EIE DISTANCE ActNl�G'0�0 141/4'MAX "q24NP.ANCHOR TYPE, EMBEDMENT AND EDGEDISTANCE PER SUBSTRATE,SEE TABLE 9.THIS SHEET XTERIORUSED AT CURVEDJ�L. •j 1 EXTERIOR 29 FRAME MEMBERS ONLY •. v p 11-7/8'O.C.MAX. CONCRETE/CMU VISIBLE LIGHT WIDTH= S • u PER ANCHOR WINDOW BUCK WIDTH-2-314" > REQUIREMENT WINDOW BUCK WIDTH m CONCRETE/CMU W Y m WINDOW PER ANCHOR > a ^ab BUCK HORIZONTAL SECTION C-C REQUIREMENT HEIGHT 1/4"MAX.SHIM �•-� O N cO • ••• I 8 N � a,°7 C) 04 • • 0000 • #12 STEEL - ••••• SELF-DRILLING SMS -j M W N • 14LE (GS).SEE TABLE 9. Z LL U,LL J °-0 O ••• THIS SHEET TABLE 9: W ••••• • LIrjFiT Min Edge Max O.C. =LLN • HEIGHT= • Anchor Substrata Min.EmMldmsnt C)U X T o O_ • • WINDOW •• Distance Spacing W Z O 2 a0 E5 7 • BUCK P.T.Bootham Pine 5 In. 9116' IMF 17 W m O U' pMo •f••• •• I _ •♦I #12 or#14 410 SS Screw AlumNum,8083T5 min. 0. •• 1 0 (jO O • is INSTALLATION A38 Steel ae 0.063• 17 0 z d z ••:•• •e J- •♦ TYPE H Steel Std.Gr.33 min. 3 8' 0.015" 18 Go 12' H LL Z O ••••• •• • P.T.Bootham Plne(SG=0.55) 9116' 1-3/6' 1Y g O � • • EXTERIOR Aluminum,6063-T5 in. 318' 0.083•• 17 J F- • • • • #12 or aNb Steel Screw(G5) A36 Steel 31B" 0.083'• 12' Q Q ••••• '� Steel Stud,Gr.33 Mn. 316' 0.045•(18 Ga)' 12" ® (n J IaavS • • • • Ungrouted CMU,(ASTM C&0) 2-1/7 1-1/4' 12' z F- M • MIAMI-DADE APPROVED MULLION V4"410 SS CmteFkx U) F ••••• •• • • Concrete(min.3.35 kai) 1' 1-3/4' 1Y = Z Z • • 21 (SEE SEPERATE NDA),ALUMINUM, Concrete(min.2.85 kaij 1" 1314' tY ~ O • • • 6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksi) 2-1/7 13/8" 12 < Z O pi°JS • SEE SUBSTRATE PROPERTIES, 1l4•Steel Ulrecon Ungmuted CMU,(ASTM CAO) 2A/7 1-114• 1Y O J 00 ••••• TABLE 9.THIS SHEET N N Greuted CMU, ASTM CAO 2-117 13/4' tY ar < a0 ••• �1/4•MAX SHIM Concrete(min.3.5 ksl) /-1/4' 13/4" 17 w W Q • 5/16•Steel Uftmcon W Greeted CMU, ASTM CAO 2-t17 131a" 17 O LL O a a 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. li- W 1X WOOD BUCKSTRIP, alta osap saua5 SEE NOTE 2,THIS SHEET CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: REQUIREMENT • 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION - 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112".1X WOOD BUCKS ARE I EDGE •TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLD CONCRETE.WOOD BUCKS DEPICTED AS"2X•ARE 1-1/2"THICK OR GREATER TYPE F Y� DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#68705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDME4ALLATION DMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCEPER NOTE 2,THIS SHEET SEE TABLE 1TYPE J TYPE K EDGE EDGE 0 DISTANCE DISTANCE 1SIHi MAX EDGE DISTANCEI ---��111 PRODUCT REVISED kN7E2 IP 2X WOOD BUCKSTRIP S c piyu%with Oro FTo" OR FRAMING,SEE Bwldtru CodeT NOTE 2,THIS SHEET Ac p� (p Dave "b�1/4'MAXTYP.ANCHOR TYPE,EMBEDMENT AND3 SHIMEDGE DISTANCE PER SUBSTRATE, By SEE TABLE 10,THIS SHEET Manu p EMBEDMENT 11 3 EMBEDMENT ' rc USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY 11-718'O.C.MAX. v EXTERIOR mWINDOW 11 411 BUCK > nay �I VISIBLE LIGHT WIDTH- 5 HEIGHT IIYFFF — WINDOW BUCK WIDTH-2-3I4^ Q ? O • •• 114'MAX.SHIM N O • • • WINDOW BUCK WIDTH Y n a10 p N n um • • e••• ♦ •• 01w IT o 0000•• • • • J M w N • VISI•.•• ` • • INSTALLATION HORIZONTAL SECTION E-E z; �a m Z Zi b o :40k)'% LIGHT • • • • TYPE L 2 W • WINDOW • 0 0,10 I F-Z m O 1 C9 5 0 2 co • BUCK #10 STEEL LU Y ••••• HEIGH�••• • ••• 000 SELF-0RILLING SMS n0 Q p , Z 0000• 2.314 •0• •00000 (Ga`),SEE TABLE 10, Z d Z 0 • THIS SHEET TABLE 10: O ••••• LL •• • •••• Min Edge Max.O.C. Q ao • • • 0000 Anchor Substrate Distance Spacing ••••• 9 U) raavS 2-12"x.113"Box Nall P.T.Southern Pine SG=0.55 5/16' S" c • 01.00• ® Z Z 0 2-12'x.131•Common Nab P.T.SatAhem Pine G=0.55 3!6" S � p ti •0 000 •• •• • 2-10x.145 RoofingNell P.T.Swthwn Pine SG=0.55 3/8" S 3 h Z 0• • • • 6 2X WOOD BUCKSTRIP15E EXTERIOR P.T.Southam Pine SG+=0.55 12' 6, J a a 5 • • • • OR FRAMING,SEE #10 X 1"Steel Scr•uf 0.093'Aluminum,6063-75 min. 6116, S Z Q ••••• • NOTE 2,THIS SHEET 1116'A36 Steal 5116, S O 3 ~ r N 5 • 0.045 18 Ge Steel Stud Or.33 5/16" S Q Z n 463 • �1/4'MAX SHIM MIAMI.OADE APPROVED MULLION w (SEE SEPERATE NDA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O w 0-3 Da STEEL FRAMING OR STEEL STUD. ILL li SEE SUBSTRATE PROPERTIES, ap!1 �sa0 sauag INSTALLATION TABLE 10,THIS SHEET TYPE J �J EDGE DISTANCE INSTALLATION NOTES: - TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �— EMBEDMENT AND EDGE DISTANCE PER - _- SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE - ice— OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-12"THICK OR GREATER. VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M ~ DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT INSTALLATION TYPE M FOR THIS INSTALLATK)N TYPE N EMBEDMENT METHOD ONLY, 'FOR THIS INSTALLATION ANCHORS MAY BE NO METHOD ONLY, 1/4'MAX •MORE THAN 8'O.C. ANCHORS MAY BE NO EMBEDMENT SHIM • MORE THAN 6'O.C. a 1X WOOD E 2,THIS S SEE PRODUCT REVISED 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET 1 caorptyiug with the Freida OR FRAMING,SEE Baidmg<'d NOTE 2,THIS SHEET Aaxe{neeee No none Date 1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND .. ' 3 SHIM EDGE DISTANCE PER SUBSTRATE, By 4 TYP ANCHOR TYPE 6 SEE TABLE 11,THIS SHEET Mi— Fredtei EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. < 11 SEE TABLE 11,THIS SHEET 3 USED AT CURVED EDGE I I I m EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE EDGE 11.7/8"O.C.MAX. " -, DISTANCE v C CONCRETE/CMU 11 PER ANCHOR WINDOW REQUIREMENT 4 11 CONCRETE/CMU W � Y m PER ANCHOR > 5 '^aa BUCK • •• VISIBLE LIGHT WIDTH- :EIGHT •• ••• • •• 1/4^MAX.SHIM WINDOW BUCK WIDTH-2-314" REQUIREMENT Q O •0••• • • • WINDOW BUCK WIDTH EXTERIOR }^ ^ a1W 0 04 • • 0 • J�L U' 04 N •••• • • • INSTALLATION TYPE O V 0 m w r+ • 0•••• VISIBLE• HORIZONTAL SECTION G-G z J 04 LL $ z �:o a o 0 LIGHT 0 0 0 0.0• =LLI • HEIGHT= FOR THIS INSTALLATION to W •0 0 0• WINDOW►•• •• 0• METHOD ONLY, W Z O cu p -eN BUCK TABLE 11: 00000 HEIGHT •• 000090 ANCHORS MAY BE NO ~W m O U SMO Anchor Substrate Min.Edge Min.Embedment Max.O.C. o� -Y Z • 2-314' •MORE THAN 6^O.C. Distance S p O O ••••• •• 0090 0 P.T.Southern Pine SG=0.55 9/16' 13/8" 6' Z d Z 0 •• 0 •0000 #12 STEEL #12 or#14 410 SS Screw NurNnum 8063T5 min. 318' 0.063" 8' g O •0•0• SELF-DRILLING SMS A38 Slee) 318" 0.063'" 6" J rn • 0 •••••• Steel Stud Gr.33 min. 318" 0.045" 18 Ga' 6" Q • (G5),SEE TABLE 10, P.T.Southern Pine SG=0.55 9116" 13/8" Ir laav5 •••••• THIS SHEET ••••• •• Nurnirum,808375 min 318' 0.063"' 8' ® 0 #12 a#14 Steel Screw(GS) • • A38 Steel 3/8' 0.063"- 8' u � • • 1 0 TYP.ANCHOR TYPE, EX FF OR Steel Stud,Gr.33 min. 318' D.045'18 Ga 6' O C Z • • 0 EMBEDMENT AND EDGE U routed CMU,ASTM C-90 2-11T 1-1/4' 12' p J low •0 0 0 0 6 1/4"410 SS CreteFlex ¢ J ' s 0• DISTANCE PER SUBSTRATE, Concrete(mit.3.35 kai) 1' 13/4" 12' O Z fQ-. 0 0 SEE TABLE 11,THIS SHEET Concrete min.2.85 kai 1" 13/4' 12, � N N 5 MIAMI-DARE APPROVED MULLION r r 00 �1/4'MAX SHIM Concrete min.2.85 kai 2-117 13/8" 12 w w Z_ (SEE SEPERATE NOA),ALUMINUM, 1/<"Steel Ultracon w W U routed CMU,ASTM C-90 2-1/2' 1-1/4" 12' U d el STEEL FRAMING OR STEEL STUD. X Z Grouted CMU AS GBO 2-112' 1 4/4" 12' LL LL SEE SUBSTRATE PROPERTIES, Concrete In.3.5 ksi 1-114' 13/4' 17 er71 'Sap seas INSTALLATION TABLE 11,THIS SHEET 516 steel UBtacon s X'WOOD BUCKSTRIP, Grouted CMU, STM C4xl 2-112 13/4' 17 TYPE N SEE NOTE 2,THIS SHEET 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: , EMBEDMENT - ' 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-10.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER. 6 �f EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING —1 DISTANCE JURISDICTION. - 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. _ VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,PE_ P.E.#58706 f, PRODUCT REVISED a,complying with the Fiaida Building Cock A�coeptanm cw 1 o q . .piratwwt Date ut,! B� Mi Pro6ct c a m ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES co Y m cn as • • > a 3 • I 0 • •• ANGLED/CURVED YE)CrERIOR DlCURVED ••••• • • • • FRAME ASSEMBLY ASSEMBLY N a eaop 0 it C4 • •• • 90tCORNER 90°CORNER 0 M r7 co N ••••• • I • FRAMU,ASSEMBLY I FRAME ASSEMBLY O J N J c I. • • • • ZLL Lo UL 07 J —0 0 • •••••• A LU • WO f ••••• tp •• • •• •• t0 co i mr C>w m O (=7ir av�o W •••A•Lf,ORNERS TD •• • • I FUSE GASKET RNERS O I o> y 0 ••"d,ORUSE SKET I�e�eu} • /// AND/OR SEALANT Z O_Z .� 0 O ••••• •i• I / EQUAL-LEG FRAME ~ Q • •/ 9) Z aa45 ••••• • •N • FLANGE FRAME oN' Z Z • • • • EQrAL{EG FRAME MITERED FRAME WITH INTERIOR I R 0 to Z • • AND EXTERIOR FRAME WELDS I < D K aloaS ••••• •• ••• FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT 0 Z F • • SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS W N CNI O W W X o as LL m al!!1 'sap sa!ies A.LYNN MILLER,P.E P.E.#58701 2.784• 2.764" ----.{ 2.784• TABLE 9: .Oga• —J if� .Ogq• �I LF I .094" —��— Item PGT Part# Description Material # wa• .062" 074• o6r o7a• r .062- 1 4253C Flanged Flame Alum.6063-T5 T� 1.375^ 1.375' 2 4285 Equal-leg Frame Alum.6063-T5 1.875' .438• } 500 .438• 500• 438" PRO Pfpft REVISED 3 4256 Integral Fin Frame Alum.6083-T5 1'000 v T eaim6�C 111 C � .500' -- .050.10.00 —�-I� .050'�0°� �f— .050•f0.00G• Aare, noe No 2 4 4255 7/16"Lami.Glass Beading Alum.6063-TS F 'sr"p91e q O FLANGE FRAME O EQUAL-LEG FRAME t.12+5 .07r 5 4254 I.G.Glass Beading Alum.8083-TS 2 R" #42530,6063-TS #4285,6063-T5 Be 4270 Installation Fastener Cow Alum.6083 M FIN FRAME 6b 4224 Installation Fastener Corer Rigid PVC 3 #4256,6063-T5 a 10 70589C Gasket(at 90'comer joints) Polyethylene I ' 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 �� 1206' �•�— i -346" °1 JR-05A5I16-ADDED THIS SHEET 13 Dow 899,GE 7700 Silicone or EgUIV. WITH SPACERS 8 MOVED PARTS. 20 71652K Setting Block,Mora.3116•x 7/16"x 4' Neoprene,Duro.85+/-1 .875• .675• I > 21 71704AK LSottingock,I.G.3/16•x 1-/32"x 4' Neoprene,Duro.85+/-1 T .050'29 'FH SMS Stainless Steel �• .050• Wm 2 m 3/16"&1/4" I.G.GLASS INSTALLATION 30 781PQY ad PH SMS Stainless Steel O GLASS BEADING O BEADING O FASTENER COVER o p ••••• • 000 : •••• 4 #4258,6063-T5 5 #4254,6063-T5 68 #4270,6063-T5 }n ^ a1 p 0 04 • •••••e • • 0 C14 04 M M W N •tee• • • • • OLLNJ p z =B • • t ! Z LL co W u. x w4 • t••••• =W • U U X T) d O ••••• •••• as •• ALUMINUM W—Z Co2 5 U -31 fOAM EMENT _ ••••• •••••t • S*I"E HOT-MELT BUTYL POLYISO- DESICCANT FILL AREA ^j m Y Z Z aN0 • STRUCTURAL BUMENE 5/16"NOM. Z a Z rn 0 lY w•s•! t •• SILICONE SEAL 1— 0 O sAN �NOM. FOAM 3116"NOM. BUTSILICONE SEAL g POLYISOBUfYKM •y yyRH ROLL-FORMED O #606: WITH DESICCANT DESICCQ Z • ! • ••• WITH FSTAINLESS STEEL Q N U laavS ••••• E .GI-®SS ••• EXT.GLASS EXT.GLAS ® a Z Z • ! . EXT.GLASS 3 O F • s s •• 0 in z • • Z) =roes •••••• INT.GLASS INT.GLASS S • • INT.GLASS �i W N N 75 KODISPACE 76 SUPER 77 DURASEALO 7e XL EDGE' x 0 da 4SG TPS SPACER@NXTTm SPACER SPACER hail --a 1,,,, TABLE 10: Part# Description Material 75 Kommeding 4SG TPS Spacer System D 16 76 Quanex Super Spacer nXl-With Hot Me@ Butyl See this 77 Quanex Duraseal Spacer Sheet forMaterials 76 CaldinalXL Edge Spacer REFERENCES RE RT : -717,8968 8 8970 A.LYNN MILLER P.E. P.E.M 58705 M IAM I•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION:Series"SGD-770"Aluminum Horizontal Sliding Window,w/90°&135'corners—L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0129, titled "Series 770 Alum. SGD-Window - LMI", sheets 1 through 22 of 22,dated 02/20/14,with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ins ection at the job site at the request of the Building Official. This NOA revises NOA#15-1011*14'and eoasiJs.of tlxsrage 1 and evidence pages E-1 and E-2, as well as approval document mentioned abeye. •: .. . . : : : .•. • The submitted documentation wdS redit;ed•1!y Mantle!Pttez,P.E. ' "' "' "' NOA No. 16-0629.09 MIAMI-DADE COUNTY • • Expiration Date: February 12,2020 ' ' Approval Date. August 04,2016 71�7 Page 1 ... . . . . ... . . . . . . . . . . . . .%. .. .. . . . .. .. . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0320.03) 2. Drawing No. PGT0129,titled"Series 770 Alum. SGD-Window-LMI",sheets 1 through 22 of 22, dated 02/20/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 14-0320.03) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and sig"aUdSealed by.Jvlio.C.Tonzales,P.E. (Submitted under NQ;(M 49494 t0) . .. . . . . ... .. ... .. . . . .. Manuel Per , E. •• 4:0 Product Control E mi er • NOA No.16-0 .09 •; ;• ;, Expiration Date: February 12,2020 •• Approval Date: August 04,2016 E- 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer), per TAS 201, 202 &203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 12/17/14 and 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 14-0320.03) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "ButaciteO PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5te Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, F.E. (Submitted under previous NOA No. 15-1013.16) 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-1013.16) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-1013.16, issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Horizontal Sliding Window w/90° &135° corners - L.M.I. approved on 10/29/15 and expiring on 02/12/20. . .. . . . . ... . .. ... .. . . . .. Manuel Per P. Product Control Ex ' r 009 0:0 660 0 0: 4 0: 0:0 NOA No. 16-0629.09 •• • • • • • • • • xpiration Date: February 12,2020 •• Approval Date: August 04,2016 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . SERIES 770, IMPACT RESISTANT SLIDING GLASS WINDOW TABLE A: INCLUDING POCKETS &90°/135° CORNERS °gyp Anchor Substrate Frame Min.Boge Min. Member in.Edge nce Embedment t GENERAL NOTES Concrete(min.2.85 ks0 Head/SNI/Jamb 1" I've, 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET 1 1/4'Elea ce o Ultren Ungmuted CMU,(ASTM C40) Jamb only 2-112" 1-1/4" 2)DESIGN PRESSURES: Grouted CMU(ASTM CAO,min.2 kslgrout) Jamb on 2-112' 13/4" A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 114 Elco 410 S.S. mutedConcrete(min.3.35 last) 11 Juno only 1• 1314" 2 GeleFkz tingrouted CMU,(ASTM G90) Jamb only 2.1/2' 1-1/4" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. P.T.Southern Pine SG-0.55 HsadfSNVJamb 1• 1.395' 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. Concrete(min.2.85 ksi) Headisill 1• 1J/8" MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER 1/4'Eb°Utracon Ungrouftrd CMU ASTM GAO) Jamb only t' 1-1/4• DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. M12 tt1$or 410 P.T.Southam Pine(SG-0.55) HsadISNUJamb 9/16• 1318" HeadISlUJa FOR ANCHORAGE DETAILS SEE SHEETS 6-14. Aluminum, mb ale 0.063 4)SHUTTERS ARE NOT REQUIRED. S.S.SMS, Steel,A38• HeadISMUJamb 318" 0.050' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW 3 (min.11 threadsfn) Steel Stud A653 Gr.33• Hssd/S1VJamb Ye• 0.0461' JOINT SEALANT. Concrete(min.3.275 kal) HeadISlUJamb 1-V2' 13/8• 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR WOOD 1/4"Elco 18-8 S.S. Ungrouted CMU,(ASTM CAO) Jamb only 2' 1-1/4" CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. A99ro-Gator Grouted CMU(ASTM C40,min.2 ksl grout) Jamb only 2' 2' 7�,TJIIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southem Pine(SG-0.55) HeacVSNVJamb t- 7318' CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Southam Pine 3-TS*55) Head/SilUJamb 3/8r 13/8" • • • NDOW SIPSr BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 #r12,Steel eras G5, Aluminum,6083T5 HeadISNUJamb 318• 0.083' ••••: FLORjDA BUIL IW CO .AS APPLICABLE. (min.11 tMeadsnn) Steel.A38 HeadISNUAmb 3!e 0.050 Steel Stud,A653 Gr.33' Head/Sill/Jamb 3/8" 0.0451' •WwWsREPORTS FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023,FTL-6024, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. • •••• •FTL-6E25,FTL-p2§,FTLV031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND • • • 6#9000, TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 000000 a oWSsHOR NOTE& •• •0••• •1VpR CONCFM(�WUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO CONTENTS: • • ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES-... 1 ••••• •Z)FOR OTHER SlJS31RATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........2-3 • • 0 3j*V4D BUCI%WPTED AS 1X ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO GLAZING DETAILS............4,5 ••0••• SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE ANCHORAGE.....................6-14 tES•••••• • IGNE TQ Fj�ilCT OF RECORD.09 TRANSFER TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF DESIGN PRESSURES 6-8 THE • E4FAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO INSTALL DETAILS..............15,14 4 � ELEVATIONS.....................15,16 • 0 BE MIEWEDAY jAL•l fTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.........17 00 0000 5)IF SILL IS TI HT TO W BSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS............18,19 •00M 4114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST.......................20 0 TO TATE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS EXTRUSIONS.... ...21,22 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE RATING IMPACT RATING TABLE B: SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL Glass Description(Listed from Exterior to Interim) SHEETS 8,7&8 MISSILE IMPACT RESISTANCE Type G3 7116'Lemineted:(2)Liles of Y16"HS Glass vAth.080"PVB Interlayer STANDARDS USED: PRODUCT REVISED G3A 9116'Laminated:(2)Liles of 1/4'HS Glass with.090'PVB interlayer •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION es CDQ1plya•^gh the Florida G4 7/16"Laminated:(2)Liles of 3118'HS Glass with.090"SG Into er •ASTM E1300-09 AcoealSuil pug Cade •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION oceNoti6-OGZ9 O� G4A 9116'Lotninaletl:(2)Liter of 1/4"HS Glass with.090'SG Interlayer •ALUMINUM DESIGN MANUAL,ADM-2010 G5 1•Laminated LG.:3/16"T Exterior Cap+39r AIr Space+7/16'Laminated;(2)Utes of 3116•HS Glass with.090"PVB Wedayer •ALUM NUM DESIGN 0 GSA V Laminated LG.:1/4"T Exterior Cap+5118"Air Spam+7/16•Laminated;(2)Utes of Y18'HS Glass with.090"PVB hsedayer Miami Protract G5 1•Laminated I.G.:3/18"T Extedor Cap+318•Air Spam+7/16•Laminated;(2)Ines of 3/16-HS Glass with.090"SG Iraed K GLAZING NOTES: G6A 1•Laminated I.G.:1/4"T Exterior Cep+5/18"Air Space+7/16'Laminated;(2)Utes of 3/16•HS Glass with.090'SG IMed er "ANN"=ANNEALED ._��• G7 7178"Lemk*W:(2)Utes of Y18'ANN Glass with.090•SG Inlerta er 'HS'=HEAT STRENGTHENED - �lC• NgF'•'_c'O'� G7A 9/16•Laminated:(2)Lues of 1/4"ANN Glass vAth.O9P SG kderlayer "T'=TEMPERED �!- GS 1•Laminated LG.:3116"T Exterior Cap+3Ar Air Space+7116'Laminated;(2)Utes of Y18"ANN Glass wilh.090'SG Intede er "PVB'=.090'BUTACITEO PVB BY KURARAY AMERICA,INC. _ : N0.58705 GBA t'Laminated LG.:1/4'T Eztedor Cap+5116•Alr Space+7/16'Laminated;(2)Liles 03/18'ANN Glass with.090'SG Interlayer "SG"=.090"SENTRYGLASO BY KURARAY AMERICA,INC. _ , Aawen a� raerb.r a..a•R '��.'•. SIA NIF -rLr rR o5aw16 a ADDED SPACERS roSHEET& 1070TEC f10LOGYDR/VE GENERAL NOTES AND MAP AL VEWM FL 34M r.+•� tw„yeo-,a,p SERIES 770 ALUM.SGD-WINDOW-LMI •��':�/`-'"d(:�,L F'a�' e•rrrrc ear arc a.mrrr a� A.LYcSt3 MI(.L'�R,P.E. °2/1(Vf4 r>ec CERT.OFAUM t7B7ar1 ® 770 NTS. 1 +22 P03T0729 B P.E.a 58705 CONFIGURATIONS NOTES. EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw",'Jc","Kw"OR'Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 PER TABLES 1-3 t 73 CAN BE OXXXp. 7 1�� i 1�r i OF 8 135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 I OF ANY 2 STRAIGHT CONFIGURATIONS. NIL � t I Jw Jc I i Jc MAX.UNIT / t I h MAX.UNIT / t / t I o 0 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT / I 0.(r HEIGHT PER TABLES 1�3 / i PER TABLES 1-3 / / j 'X"=OPERABLE PANEL, I i I �w 'O"=INOPERABLE PANEL, POCKET POCKET i � POCKET gyp'= DETAIL LETTER _1`r___; _r�Jlj W=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL 'c"=CONCRETE INSTALLATION 0000 CONFIGURATIONS CONFIGURATIONS t , L—SHEETNUMBER •••• • ••• MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" ••••• DLO HEIGHT=WINDOW UNIT HEIGHT-10.125' • :600* • NOAH.PANEL:VIQTH NOM.PANEL WIDTH t3 1 13 PANEL HEIGHT=WINDOW UNIT HEIGHT-1.866" • • PER TABI"446• PER TABLES 1-3 00.400 0000 •• • • • • I 19 W I ••••• ••0• • 19 79 t 1 tc t4 0000•• •• ,�,��,�, t 1 is io&o MAX.UNIT 1 t9 1 ipa • • • •0W IIGHT •0000 t iIt% HPIEER 1 t9 iFlz I w •9000• PER TABLES 1-3• xa� TABLES I>� • • • 0000• i��W •0000• •• • •0••0 / / / POCKET j N I / / / / PNET I h • • s yL 1 0:000• • •9�-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 13 tw 3 1 •000• 1 13 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH w NOM.PANEL WIDTH 1 t3 PER TABLES 1-3 t t t3 PER TABLES 1-3 Jw Jc I t 1 PRODUCT REVISED as c plying with the Fkrkb 7 tc CLL is t9 L MAX.UNIT w SEEloo�woer>n S�'0629 o°I MAX.UNIT HEIGHT / 0 / NOTE b. rol nn Date HEIGHT t t 1 t / PER t®9 m 2,THIS 1j PER TABLES 1-3 / / / / / TABLES 13 ® SHEET. Ml�v 1pl," � o EXTERIOR 5-PANEL CONFIGURATIONS CORNER,TYP. , (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) I G 4 1070TEaeAxo0YORNE EXAMPLE CONFIGURATIONS K l/ENICF_FL 31275 SERIES 770 ALUM.SGD-WINDOW-LMI t Cmabe O� Mr+rw.' a,..e _� A.LYNN MILLER,P.E. JR 02120114 fFRT.OFAUTH.1282&� 0 GD•770 WlNDO NTS 2 •22 PGT0129 B P.E.#58705 EXAMPLE CONFIGURATIONS ' CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS MAX.TESTED UNIT WIDTH=355.7116" POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.TESTED FRAME SQUARE LOCATIONS USING DETAIL"Jw',"J(f,'Kw"OR"Kc"INSTALLATION. NOM.PANEL WIDTH FOOTAGE'=250 FT' t t EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 p)00W,pXXXX OR X)O(Xp.OXXX IN POCKET CONFIGURATION —J J--- CAN BE OXXXp. Jw I t 1 t t t t i - 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION t t3 1 t i o°�o OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT I I i II z y y HEIGHT, t & t / <rc 96" I 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. w "X"=OPERABLE PANEL, r i N "0"=INOPERABLE PANEL, f —J -- P"=POCKET 6-PANEL CONFIGURATIONS t t3 t DETAIL LETTER MAX.UNIT WIDTH "c"= ti+ =WOOD OR METAL INSTALLATION •• "c"=CONCRETE INSTALLATION • MAX.FRAME SQUARE • • •••14OM.PANEL VYIQTH FOOTAGE`=250 FT' SHEET NUMBER •••••• PER'#ABlES 1*3 t t t t t • • • —Jar.--- •••• i DLO WIDTH=NOM.PANEL WIDTH-7" •••••• • • t t tw w to wi DLO HEIGHT=WINDOW UNIT HEIGHT-10.125' •• • ••• t t t9 to t9 t o PANEL HEIGHT=WINDOW UNIT HEIGHT-1.866' •••••• ••• MAX.Ut�j � I>�m • HEIGHT t t to % t ••••• •••PERTABL�L3'•193•• • • l� voc�cEr ••••• • • •••• • • • • • •'•"• 7-PANEL CONFIGURATIONS w • 1 13 1 •000000 0 • • MAX.UNIT WIDTH •••• MAX.FRAME SQUARE NOWT PANEL WIDTH FOOTAGE'=250 FT' PER TABLES 1-3 t JC I PRODUCT REVISED t tto t s islzv Qvt t —plyi gwith 0.Ffatdo t is 19 t t t l0&0 yI11�-of�2gp� MT g POClCEr iil Fa Q�� PX M. De yG HEIGHTto PER TABLES 1-3 By Pa 8-PANEL CONFIGURATIONS . C( FRAME SQUARE FOOTAGE=OVERALL UNIT WIDTH(IN) x OVERALL UNIT HEIGHT(IN)/144 1070TECNNQLooyDRNEHEXAMPLE CONFIGURATIONS N.VENACE a�+zrs SERIES 770 ALUM.SGD-WINDOW-LMI D1i� °i - a" A-LYNN MILLER P.E. /R X11 di0 ° celzr ovAun+.s282aa ® 06770 wr NTS 3 d?? PG717f29 B P.E.#$8705 7116•NOM. 7/16"NOM. 1'NOM. 1"NOM. 3116'HS GLASS 3/16'HS GLASS 3/16'NS GLASS 3/16"NS GLASS .090'PV13 .090"S .090'PVB .090•SG 3/16'NS GLASS 3116"NS GLA 3M6'NS GLASS 74 3116'HS GLASS 74 3/8'AIR SPACE 74 316'AIR SPACE 74 3116'T GLASS 3/16.7 GLASS 82 82 — 83 83 E RM 3/4'NOM. E RIOR 3/4"NOM. GLASS a GLASS 314'NOM. 3/4'NOM. t24-12 GLASS 1N-12 GLASS BETE BITE SITE BETE E R RIOR E MRIW _ 80 80 a ,� 54 •••• •• 4//16"LAMII$ATEOS�SS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1'LAMINATED I.G.GLASS,TYPE G5 1"LAMINATED I.G.GLASS,TYPE G6 • •••••• ••• •• •• ••••• ••• •••••• • • ••••• • •9116'NOM. 9116'NOM. 1'NOM. *16 "NOM. • • • • 3/16'HS GLASS 3SS • • •• 1/4'HS Gl./� 1/4'HS GLASS .pg0•PV ••••: • .090•PVB•• 74 .090'SG 74 3116'HS GLASS 3S114'NS GLASS 114•HS GLASS 5116•AIR SPACE 74 511E 74•••••• • • ••• 1/4"T GLASS 1/4• • • 82 8283• ••• 3/4'NOM. 314'NOM. •••••• R • GLASS E>�waR GLASS 12x1 3/GLASS 3GLASS.• BITE BITE• EX MR E%TERBITE41 81 >a PRooucr REVISED w w ply;Rg wNh dw Florida 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A 1"LAMINATED I.G.GLASS,TYPE G6A Bdl°mgcoae AcorPtuKe No 16-0624).O�j eau Date 20 By Mi -DRde Product GLAZING NOTES: L/ "ANN"=ANNEALED - -- "HS"=HEAT STRENGTHENED "r=TEMPERED "PVB"=.090-BUTACITEPVB BY KURARAY AMERICA,INC. "SG'=.090"SENTRYGLASbY KURARAY AMERICA,INC. 107oa. 7ECNNOGYDRAC GLAZING DETAILS N.VENT,FL 34715 . a. Rwibs /D91/48 kilo SERIES 770 ALUM-SGD-WINDOW-LMI srfe4t a' a""r14 A.LYNN MILLER P.E. Gwm By. dr: c7�m.a 0"Yr JR 01/1(Y74 CERT OFAl17N.t2A29i6 770 NTS 1 4 d 22 PG70129 B P.E.#56705 SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 3/18"NOM. JA NOM. POLYISOBUTYLEN 1l4'NOM. FOAM m6"NOM. WITH DESICCANT 3nDESICCANT 3/16'ANN GLASS .090'SG 311EXT.GLASS EXT.GLASS 3f16'ANN GLASS 74 31 74 92 1 1b 3116 EXTERIOR GLASS 3/4'NOM. INT.GLASS INT.GLASS a SITEGLASS KODISPACE SUPERORE80 z44SG TPS SPACER�NXTT" u •• ALUMINUM • • REINFORCEMENT POLYISO- DESICCANT FILL AREA • • ••• 7/16"LOAM GLASS,GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 BUTYLENE •••••• 5/16"NOM. • • • • • S116"NOM. SEAL SILICONE SEAL •••• BUM& ROLL-FORMED •••••• • • • DESICCANT STAINLESS STEEL • • • • FOAM • EXT.GLASS •••••• ••• •• •• EXT.GLASS ••••• ••• •••••• ••••• • • 9116'NOY• 1'NOM. • • • • 3116'ANN GLASS- INT.GLASS INT.GLASS • • •• 114'AI �iI�SS .090'SG �••••� • •�:0'SG• 4 V16"ANNGSP LASS 126 DURASEALO t27 XL EDGETm ..•••• . • 114"ANN • 11467 GLASS CE '° SPACER SPACER • • • ex • •• • 63 • • 3/4"NOM. 314"NOM. •••••• • • • GLASS 7x4-tx GLASS .... a BITE • BITE Part# Description Material e1 R 124 Kommerling 4SG TPS Spacer System See this sfi 125 Quanex Super Spacer nXr with Hot Melt Butyl PRODUCT REVISED 126 Quanex Duraseal Spacer Sheet fix . pyjm_m the Florida Materials Bolding Code 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A 127 Cardinal XL Edge Spacer AolpP No 1G"0624• REFERENCE TEST REPORTS:FTL-8717,8968&8970 `xim DUC sy Mi D.&Pudtsr GLAZING NOTES: "ANN"=ANNEALED "HS"=HEAT STRENGTHENED -r=TEMPERED "PVB"=.090"BUTACITE*PyB BY KURARAY AMERICA,INC. D "SG"=.090*SENTRYGLATBY KURARAY AMERICA,INC. p aw.4eF a.k an+w� �� m avmwe a ADOtOSPACFRS 1071)TE GLAZING DETAILS • WOW K VEN/CE I'L J4t75 7k SERIES 770 ALUM.SGD-WINDOW-LMI A.LYNN MILLER,P.E. xt a2r�rvu CERT..CFAUM.asaae ® SGO77o NTS 1 5 22 PGi0129 B P.E.if66Tos TABLE 1: Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+60 1.60 configurations on Sheets 2&3) (May be limited by Table 1A) For comer astragal anchorage on 90°or 135"comer units,see sheet 11 Window Unit Height(n) Table appliJ24 lass types 3, 42 48 60 72 96 3A,5,SA8&BA and 31-7/8"DLO 37-7/8'DLO 49-7/8"DLO 61-7/8"DLO 69-7/8'DLO 85-7/8"DLO the Stile/Atypes shown Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group . 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Head/bill i + + + + + + + + + + + + + + + + + + + + + + + + 24 Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 a 8 8 8 8 8 8 8 8 8 P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+g 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36 Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+g 7+g 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 42 O Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8. 8 88888888 P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 67 6+7 6+7 6+7 6+7 7g 7+g 77+8 E • Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+p C4+2 C4+2 C4+2 C4+2 C4+2 • 40 O Jamb 4 4 4 4 66 6 8 • • 4sHook q+54+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+77+8 7+B7+8 7+8 • FOR FIKAMN USIN TABLE,SEE SHEET 7. •••••• • • • NOTES: TABLE 1A: • 4)POSITIVE PRESSLA ES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. DLO WIDTH= • Sill Heighttr Max.tin DP ��V�HEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4-OR 4'SILL,POSITIVE WATER NOM.PANEL WIDTH-7" •••••• (Water Infiltration Rating) D 1"0.0 PSFA?AT(jr7E?GATrVE PRESSURES UNCHANGED).SEE TABLE 1A. ••••• SrMLY THE 201011211tf-*hV AND 4"SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE.THE 1-1/2"SILL Sill Riser Height (+)Design DLO HEIGHT= ••• •• 0 HAS rJOT AND Mej QLY BE USED IN A PASS-THRU WINDOW WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED (Flat or Box,see Pressure pst WINDOW UNIT HEIGHT-10.125" DYE TO ROOFpVER AOIG CONDITIONS.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE Sheet 17) • • WINDOW IS USEVfA%ft PASS-THRU WINDOW. Flush-1-1/2" see note 3 PANEL HEIGHT= •••••• • • 4)SEE SHEETi JC6Vf4 R ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2' +46.67 WINDOW UNIT H -1. 5)WINDOW SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4' +60.0 •••••• %jJAtB ANCFIbFkl FrE5PECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. High-4' +60.0 • SEE NOTES 1-3 Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner,, Inside Fes`'-I+�I�J,-,Illy Outside Corner Comer PRODUCT REVISED A<ompl}v+g with erc Florida 93PBiild'a>d Code Inside� neeeP�o«taa 16'O�Z9.OFj CorfEermf ner Outside Dare Inside Comer Comer I By Part#60(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) Mire Dade Prodtzt Part#60(x2) Part#60 Part#60 Part#67(Astragal) Part#60 Part#118(Comer Part#120(in.) Parts#31&#32 Part#61 Receiver) (Corn.&Fxd Mount) Sc j&&W15 A No CHANGES 7ra8SHE T ram )Gy0RFVE DPANDANCHORAGE t•••�•` N.vee,Fl.34M a„e (r,�,� SERIES 770 ALUM"SGD-WINDOW-LMI a�n7 Gree �� t>s rrrre t� °'"� �'�•` �" A.LYNN MILLER.P.E. �/ea f4 Carr.OF,� AWN e ° 7ro NTS 6 -22 PGTO129 B P.E.#58705 TABLE 2: TABLE 2A: Design Pressure(OP)and Anchor Quantities Required,(for all approved Sill Height to Max.(+)OP Max.DP for all sizes:+601-60 (Water Infiltration Rating) configurations on Sheets 2 8 3) For comer astragal anchorage on 90'or 135°comer units,see sheet 11 (May be limited by Table 2A) Sill Riser Height (Flat or Box,see Design Window Height(n) Sheet 1n Presressure,psf Table applies to Glass types 4, 42 48 0 72 80 96 4A,6,6A,7,7A,8&8A andFlush-1-1/2' see rate 3 the StIWAstragal types shown 31-7/8"DLO 37-7/8'DLO 49-718"DLO 61-7!8"DLO 69 7/B"DLO 85-70 DLO Lo-2-1/2' +46.67 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group below. Medium-3 1/4' +60.0 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 a + + + + + + + + + + + + + + + + + + + + + + + High-4' +60,0 24 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3 Paiook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+817+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 DLO WIDTH= 36 D0 Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 NOM.PANEL WIDTH-7" �E P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+817+8 7+8 7+8 Head(Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 DLO HEIGHT= 42 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 WINDOW UNIT HEIGHT-10.125' P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 PANEL HEIGHT= a • 41" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 WINDOW UNIT HEIGHT-1.866" 40 DLO,, Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 • • W400k 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 •••••• E • • • 47 a ill C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 C4+ 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 •••••• • DL4 Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 6 6 8 8 8 8 8 8 8 8 • P k 4+5 4+5 l 4+5 1 4+5 4+514+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8W+2jC5+21 • • • +*a Ill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 C4+2 04+2 04+2� �� 4444 6 6 6 6 6 6 6 6 8 8 8 8 8 B 8 8 8 8W-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 7 6+7 7+g7+8 • •••• A TE •••• •• O= EXAMPLE ON SHEET 9 • • • •1)POSITIVE PR%��b•IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4'SILL. •••••• 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 31/4'OR 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.(NEGATIVE • • PRESSURES UAM"81!9D).SEE TABLE 2A_ •••••• •6)ON16Y THE 21/ai34L"1AND 4"SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE.THE 1-1/2"SILL HAS NOT AND MAY ONLY BE USED IN A •• •PAS -9rHRU WINDOW WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED DUE TO ROOF OVERHANG CONDITIONS.POSITIVE DESIGN PRESSURES SHOWN IN • TABU 2 MAY EJE 491TWHEN THE WINDOW IS USED AS A PASS-THRU WINDOW. •••••• 4)SELSHEETS 118-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. S)WC)OW SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ PRODUCT REVISED Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal a cnmyyme with rhe Florida Heavy-duty Stiles Heavy-duty Stile Heavy-duty tyStile Heavy-dutyStile Heavy-duty Stile Heavy-dutyStile Heavy-duty stile Heavy-duty Stile Heavy-duty tyStile B4'"Idns()o& ,,�Not60624.0 Standard Astragal OutsideCo - Outside rne tianDate r� 0 Corner Comer By N DadeProh+ct:.. Corner aL�J Insdede Cor 'I I Comer Outside i Comer Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) _ Fla61(x2) Part#61 Part#61 part#67(Astragal) Part#61 Part#118(Comer Part#120(In.) Parts 931&#32 Part#61 Receiver) ](Co .rn&Fxd Mount) a arq- wr AwYlwt o 1070 7EChAV ooro#/vE DP AND ANCHORAGE N VENKE,FL$fM AwYb� yr,y,by,dpp SERIES 770 ALUM.SGD-WINDOW-LMI - �� nmr �� tv� •"'� uroewMILLER P.E. JR 0=0114 CERT. r AMMO ® 770 NTS 7 '�22 PG7i7129 B P.E>1`Sa705 TABLE 3 Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP shown below configurations on Sheets 2&3) (May be limited by Table 3A) For comer astragal anchorage on 90"or 135°comer units,see sheet 11 Window Unit Height(in) Table applies to Glass types 4,4A, 42 48 1 60 72 96 6,6A,7,7A,8&8A and the 31-7/8"DLO 37-7/6'DLO 49.7/8"DLO 61-7/8'DLO 69-7/8"DLO 85-7/8'DLO Stile/Astragal types shown below. Anchor Anchorroup Anchor Group Anchor Group Anchor Group Anchor Group 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 1 2 1 3 4 Design Pressure +/_00.0 ps/ 24 17' Head/Sill +1 C4+1 +1 + +1 + + + +1 C4+1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 C4+1 1 +1 C4+1 +1 C4+ +1 C4+1 DLO Jamb 4 1 4 1 4 1 4 1 6 1 6 1 6 1 6 1 6 1 6 1 6 1 6 1 8 1 8 1 8 1 B 1 8 1 6 1 8 1 8 1 8 1 8 1 8 1 8 _ P-Hook 4+5 1 4+5 1 4+5 1 4+5 1 4+5 1 4+5 1 4+5 1 4+5 1 5+6 1 5+6 1 5+6 1 5+6 1 6+7 1 6+7 1 6+7 1 6+7 1 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 7+8 7+8 Design Pressure +/-90.0 ps1 29" Head/SillC4+ 4+ 1 C1 C4+2 C4+2 04+1 C4+1 04+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 L-52C5+2 36 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 B 8 8 8 8 8 6 8 10 8 P+bok 4+5 1 4+5 1 4+5 4+5 1 4+5 1 4+5 1 4+5 1 4+5 1 5+6 1 5+6 1 5+6 1 5+6 1 6+7 1 6+7 1 6+7 1 6+7 1 6+7 1 6+7 1 6+7 1 6+7 1 7+8 8+9 1 8+9 8+9 CL Design Pressure +/--90.0 ps/ c 42 35' Head/Sill C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 C4+2 C5+2 C5+2 05+2 C5+2 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 61 8 8 8 8 8 8 8 8 8 8 10 8 g • P+bok 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 7+8 7+6 7+8 8+9 8+9 8+9 8+9 • • i s Pressure +/-90.0 ps/ See Note A below. ••••: • 41' Haed/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 • OLQ mb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 B 8 8 8 8 8 10 6 •••••• • • • FbHook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+11 8+919+1019+1019+10.1 • • OR E�(AMPL 'OR TI,'R]IqG TABLE,SEE SHEET 7. A)+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A,8&8A;+/-87.1 FOR GLASS TYPE 7. •�•••• ••• •• •• DLO WIDTH= p • • TABLE 3A: ••••• NOM.PANEL WIDTH-7" ••• •• 1 OSITIVE PRFs tft IN TABLE 3 ARE BASED ON THE USE OF THE 4'SILL. Sill Height to Max.(+)DP •2 WHEN USING•Trlb 11~1/2'SILL,POSITIVE WATER OP IS 46.67 PSF MAX.WHEN USING THE 3-1/4',POSITIVE WATER DP (Water Infiltration Rating) DLO HEIGHT= I PSF M' PfUSING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX.(NEGATIVE PRESSURES WINDOW UNIT HEIGHT-10.125" ••••i UNCHANGED). ER LE 3A. Sill Riser Height (+)Design • • 403)ONLY THE 1F",4W t-AND 4"SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE.THE (Flat or Box,see Pressure,pal PANEL HEIGHT= •••••• •1-117;SILL HAIL VUW MAY ONLY BE USED IN A PASS-THRU WINDOW,WHERE WATER INFILTRATION RESISTANCE IS Sheet 17) WINDOW UNIT HEIGHT-1.866' • NOTREQUIRED DUE TO ROOF OVERHANG CONDITIONS.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE Flush-1-1/2' see rate 3 • U"WHEN?HE VA19DOW IS USED AS A PASS-THRU WINDOW. Low-2-1/2" +46.67 • 4.0 •r•• 4)SSE SHEET%j6-14 FtR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-31/4' +60.0 •*W4NDOW SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High-4' +90.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTES 1-3 THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135"Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135*Astragal PRODUCT REVISED ss c pl j g with rhe Florid+ Heavy-duty Stiles Heavy-duty Stile Heavy-duty5tile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile B,:Ick.gr .`6 ,� Heavy-duty Astragal Outsidetside Corner, Outside Insr a p� Comer CorBy ner M.. Pndwt }V�� Inside�� Inside C 'I I Comer Outside r Corne Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile) Part#61(x2) Part#61 Part#61 Part#68(Astragal) Part#61 Part#118(Corner Part#120(in.) Parts#31&#32 Part#61 Receiver) (Corn.&Fxd Mount) 1070 rECPAVLoorawvE DP AND ANCHORAGE M MOW,FL$076 ISWIF re,rJ,�r,w SERIES 770 ALUM.SGD-WINDOW-LMI _ _ A.LYNN MILLER P.E. .#2 012N14 �� CERT.OFAUiFl.Rm7PB a 770 WS 8 w 22 PG70129 B P.E.858705 NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER DETAILS,SHEET 10 SEE JAMB (7)P-HOOK ANCHORS, SEE"C5'CLUSTER MAX.UNIT WIDTH SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6" SHEET 10 FOR INTERLOCK 24'MAX.O.C. POCKETS CLUSTER,SEE THIS AND �� 60'NOM. SHEET SEE POCKET 8 P-HOOK \ PANEL WIDTH DETAILS,SHEET 11 , x ( ) r------- x x x x x xx s"MAX. JAMB MOUNTING I x x x x f x x x x x x INSTALLATION, ADAPTER 8"MAX. x x x x x x x x x x x THIS SHEET ANCHORS MIDWAY l o' L 3•MAX. x &SHEET 14 BETWEEN P-HOOK ®' I I 4 PAIRS OF ANCHORS&AT 3" i I o x=FRAME x x ANCHORS )'t FROM TOP& i z ® i ! ANCHORS 96" (TOTAL 8 1 BOTTOM ' <' I I _Tj_� o UNIT Z1 ANCHORS) i MAX.O.C.' HEIGHT O.C. PER JAMB 4.051" MAX.TO OPENING y o •I t4'MAX.O.C. n•=P-HOOK EDGE OF POCKET SEE w a I O ANCHORS x x (SEE JAMB INSTALLATION i�Q ®I ;o DETAIL DETAILS'Jc'&Kc', m< I o I m o=P-HOOK BELOW) END PANEL SHEET 14&PART i I•I X MOUNTING x ANCHORAGE DETAILS'J'&'K', u y 1 j j o 3-MAX ADAPTER 24"MAX. (2 ANCHORS) SHEET 19 FOR S 1�•1 I ANCHORS. x •8.�• P-HOOK L-----6"MAX.- L x x • • •• "+2' x x x - _ x x x x x x END PANEL •••••• ANCHORS END PANEL x' x. x z x x x x x x ANCHORAGE(SEE • • ANCHORAGE • • ANCHORAGE x' x z x x x' �.+2• -*2- SKETCH BELOW) •••• (SEE SKETCH BELOW) ,�• •••••• �'+Y 2- +2' ANCHORAGE • NTERLINE 6"M ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE • • IC AF PANEL 1 2.04" • J4'MAX. EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: •••••• b� •• 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6. SPLICE NOTE: ••••• •• • NOW STRUCTURAL • • ••• ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED ••••• • • •• 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 • • • •�— 111 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: AS NEEDED TO ALIGN THE 7' EXT HEAD OR SILL IF A SPLICE •••••• T OCCURS AT THE P-HOOK. • • • 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. •:•••• • •�N� •••• ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. SEE ILS CLUSTER ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM. • • WIDl4i ETAILS,SHEET 10 •••••• • • OR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" • •• '+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS... NOT 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: E�� °` 6"MTTAX CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR r 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB PRODUCT REVISED P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR =s plrinswith•nFlorida REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL SW do%Code CENTERLINE CENTERLINE Axryu•ceNo( ro29-01 "C6"CLUSTER SEE OF DETAILS,SHEET 10 OF ANCHORAGE D,a pZp • l DET*SHEE INTERLOCK FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) g^ B_ 4.03.5" MAX. Max• • •EXTERIOR NEL 3 NT ENTERLINE +2"ANCHORAGE I OF PANEL 4 '+2"ANCHORAGE OF PANEL 5EOR OTHER INTERMEDIATE ANCHORS 1070TECHNOLOQYDRNE ANCHORAGE SPACING&EXAMPLE PLANS N.VEWCE,n 31275 0,x ml)-4�1600 SERIES 770 ALUM.SGD-WINDOW-LMI o� G•dss �. +yw+�VW"aa� '^"� °i•"'••` A.LYNN MILLER P.E. JR OZlZfY14 CERT.ofAunl.r2szae ® GD-770 V NTS 9 d 22 PGTO129 B P.E X 58705 L OR ASTRAGAL ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASSPLICE LOCATION 6"DIAG. 2 04' INTERLOCK--l—IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCKIF NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 1.75" ExT 6'DIAG. 3.5" � 7. 7. 1.75" 3.5' 21" MAX. 0- O.C. EXTERIOR 2.04' j2.04" Ull W " MAX. EXT�ElR,IOR 3'S" 7" EXTERIOR 4"DIAG. 7" EXTERIOR 7"MAX3.5" O.C. v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAr 6"M � D/SILL 5.64' A 64- A ASTRAGAL OR INTERLOCK 6 ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK �2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6•MAX ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,-C6") ANCHOR PAIR I4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR�SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK-4—IF NEEDED INTERLOCK CONDITION,USE INTERLOCK IF NEEDED2.04" EXT ANCHOR PAIR •••• CENTERLINE I CENTERLINE 1 "C6'CLUSTER DETAIL) CENTERLINE 3.5" •••• ••• • • 3.5' 3.5' 7" ANCHORS MAY BE INSTALLED • • • • 21" EITHER IN THE EXT.OR INT. •••••• •• • ° • 204" DIAG MAX. TRACK(INT.SHOWN) • 4.08" O.C. s • 4.08" • 2.04" •••••• •• HTF54" NOTES: 1.ALL DIMENSIONS SHOWN ••••• •• ••• ••7' EXTERIOR 7" 4"DIAG. EXTERIOR 3.5" ARE BASED ON MIN. • • EXTERIOR ••••• •• I� •••a 35" 6"MAX. �i 3TRACK BRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ALLOWED. ••••• •• RACAL OR INTERLOCK C�ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK 2.FOR HEAD NC SILL SPLICE fob • • • •(WV,V4FjERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ACK FRAME JAMB LOCATIONS/ANCHORAGE AT •••••• ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,'C6") ANCHOR PAIR P HOOK SEE SHEET 9. •• • ••• ASTR/�GA}OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED •••••• • II (FOR SPLICE CONDITION,DO NOT CONDITIONS ONLY: • INTEQLOCK�IF NEEDED INTERLOCK�I CONDITION,USE INTERLOCK USE THIS DETAIL SPLICE LOCATION • •••: CENTERLINE 1 CENTERLINE I "C6'CLUSTER DETAIL) CENTERLINE ) IF NEEDED 1.75" I 3.5" 3.5" 7" 3.5" 3.5' �j 2.04" 4"DIAG. 2.04" 2.04" PRODUCT ;u,REVISED e.art 4"DIAG. m cnmgying (landing C°de I6 2.04' 5.37"DIAG. W3.5- EXTERIOR AcoeP'°°r`t° p 4.08" E"' k.Dal" 4"DIAG. 2.04" PoI amf P nmxt. EXTERIIOR 7„ EXTERIOR 7- 3.5" 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL AASTRAGAL OR INTERLOCK INTERLOCK (cD ASTRAGAL OR INTERLOCK (�ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6') ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION C ` or ar K � 107DTEawocooroRrveANCHORAGE,EXAMPLE CLUSTERS N.vEm FL SERIES 770 ALUM.SGD-WINDOW-LMI —.- ^'" A.LYNN MILLER,P.E. JRK W12W14 ad.a n.r CERT.OFAUM name 5AXI scarm wmmo NTS 10 •22 PGT0129 B P.E-#58705 2.04" 2.04" 2.04" INTERIOR 2.04• NOTES: INTERIOR INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN 4'DIAL. 8.94" ARE BASED ON MINIMUM 6.12" 4"DIAG. 6.12" 3.5' 3.5" ALLOWED. INTERIOR' 7' INTERI INTERIOR 2.DETAILS DEPICT ANCHOR INTERIOR QUANTITY AND SPACING, 90• 3. " 1 ° EXTERIOR 1 ° AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4" 3.5 4" 3.5" EXTERIOR 2.04" EXTERIOR 2.04" 7' 2.04" EXTERIOR 4" 2.04" T 4• •+1•ANCHOR EXTERIOR 6.94" 90•CORNER 90°CORNER 135"CORNER 135"CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"�21D ANCHORS ARE REQUIRED,"C6") a.oa• +2"ANCHOR •• INTERIOR INTERIOR 4�" • • EXTERIOR ^+1"ANCHOR 2.04• • • ••• • 4'{• 7.41" 4'DIAG. ••••!! INTERIOR • { INTERIOR• • 3 5 13.5 •{•6 00 135° EXTERIOR I CENTERLINE •s•{{• • 3 I f OF PANEL • 3.5" • "+3"ANCHOR • 4.06" •• 4.08" 7" •s{!•• ••• T' G. 5.37" AG. CENTERLINE s•{•{ s!• OF PANEL 2'�• 4"DIAG. • { 3.5• 4" 3.5" ••••! •• ` EXTERIORS {i^ EXTERIOR 7" 4• INTERIOR ALL "+2"ANCHOR 3.5" { • EXTERIOR {••••• {• ••fps CORNER 135°CORNER VIEWS 7' CENTERLINE • c • 3--j{"IL FRAME HEAD/SILL 3-TRACK FRAME HEADISILL C6"ANGKOR CLUSTER REQUIRED C6'ANCHOR CLUSTER REQUIRED OF PANEL •••••• • • (• ("— 2-TRACK FRAME HEAD/SILL • { • Al{PRe STflACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. INTERMEDIATE ANCHOR LAYOUT { 6.12" ••{!•• { I INTERIOR 2.04" • •••• 2.04" 6.12" 3.5" • I_ CENTERLINE 4' EXTERIOR 5 88• �` INTERIOR OF PANEL INTERIOR 90" 4" 3.5" 135° "+3"ANCHOR � 2.04" G- PRODUCT REVISED 6.12" 4" G. 6.12" 3.5" an eemplyay rvidl tlu Florida 4.06" Du0dlu6 Code 7" EXTERIOR �o�pWocdO�6'�o •O Dy 2.04' 3.5" 4" 4"DIAG. 3.5" 3.5" EXTERIOR 7• EXTERIOR 4" CENTERLINE 90•CORNER 135"CORNER 2'04^ OF PANEL - 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ("C8'ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) �- �4 "' 1070 TECNNou oorawnEANCHORAGE,EXAMPLE CLUSTERSN.VEM.-FL J{175SERIES 770 ALUM.SGD-WINDOW-LMI asa�r °� A.LYNN MILLER P.E. JR CFtT.CIFAUJN.+RB?BB • SG6770 WINDOW NTS 11 •22 PG7D129 B P.EA`58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE' *SSEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"' 2-1/16"* 2-1/16- NOTES: 9EXTERIOR 1/4" 1/4' 1/4" 1.ALL DIMENSIONS c7 MAX. MAX. MAX. SHOWN ARE BASED SHIM EXTERIOR r SHIM EXTERIOR SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: r SUBSTRATES MAY BE SEE TABLE A, JJ USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, OOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP.,2X WSHEET 1. TYP.,SEE ANCHOR E ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A.SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A.SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C.IS ®w WOOD INSTALLATION Bw WOOD INSTALLATION �METAL INSTALLATION MIN 4"(HEAD&SILL) OR 6'(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10 8 11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR •• &TABLE A.SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3.SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 :9000: • •SRE ANCHOR •• ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND •••••• NOTE 5,SHEE • NOTE 5, NOTE 5, THE METAL SUBSTRATE • • ••1•(i/4"MAX 1 SHEET 1� l SHEET 1 S 1 ,- ..•••• • • (114"MAX.) (1/4MAX.) • •T• • • EXTERIOR•M•• EXTERIOR EXTERIOR EMBEDMENT:SEE • •••• ••• •• a TABLE A,SHEET I •• • a z�/!•6 2-1/16"` 2-1/16"' EDGE DISTANCE: •• •• ••• ••••• • •• EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 ••••• • • SEE TABLEA!SHEET 1 SEE TABLE A.SHEET 1 • • It •• EMBEf jl SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 :**so: -TRACK FRAME SILL 3-TRACK FRAME SILL Fw METALCNST ME SILL • •• OOD INSTALLATION Ew WOOD INSTALLATION •••••• • • •••••• • • • EMBEDMENT:SEE • •• • •• TABLE A,SHEET 1 *00000 • • • • •••• EMBEDMENT:SEE • TABLE A,SHEET 1 EDGE DISTANCE: SEE TABLE A, EMBEDMENT:SEE METAL TYP., SHEET 1 TABLE A,SHEET 1 �i EDGE DISTANCE: SEE ANCHOR EDGE DISTANCE: SEE TABLE A, NOTE 4,SHEET 1 2X WOOD n SEE TABLE A. ZX WOOD SHEET 1 TYP.,SEE ANCHOR „i TYP.,SEE ANCHOR r-aoDucr Ravlseo NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1/16" es c-tpIymswndit rkrw& { SMS ANCHOR TYP., Building Co& USEE ANCHOR NOTES A-Ptm N°16-ow 1 2-1/16"' 2-1/16"' &TABLE A.SHEET 1 E�Piwlfun Dw WOOD ANCHOR TYP., SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 ay &TABLE A,SHEET 1SEE ANCHOR NOTES THREADS M` '1 &TABLE A,SHEET 1 BEYOND THE ExrEaloR Ydi EXTERIOR hl EXTERIOR Lu METAL V 114"MAX.SHIM 114"MAX.SHIM �)Ff SUBSTRATE 114"MAX.SHIM Fes- 05 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB WOOD INSTALLATION ew WOOD INSTALLATION METAL INSTALLATION 7 ,P,�TECHNpOGYDRNE ANCHORAGE DETAILS sT'" N.VENICE..3tZ75 - .. . SERIES 770 ALUM.SGD-WINDOW-LMI °"'� �"'�n�` ^"` A.LYNN�NILLER,P.E. p JR OP/Z(Yf4 "y nr CERT.OFAIfiH. 6 ® 6770 WINDOW NTS. 12 °� PGTO129 B P.E.#58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 A,SHEET 1 2-1/16"' PER TABLE 2-1/16"' PER TABLE 2.1/16•• ON MIN.ALLOWED. A,SHEET 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS EXTERIOR MAX- MIN 4'(HEAD&SILL) 1�3 --lff t r SHIM OR 6"(JAMB)SEE EMBEDMENT: } 1/4' EXTERIOR 1/4" EXTERIOR DOETAI'S,SHEETS SEE TABLE A, L MAX' a MAX SHIM SHEET 1 SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYR,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 CK FRAME HEAD NCK FRAME HEAD (ffi) NCK FRAME LANCCOCRETES INSTALLATION Bc CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP_SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE •• TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 • • •••• ••S��ANCHOR: ••• SEE ANCHOR SEE ANCHOR • • NOTE 6.SHEET NOTE 5, NOTE 5, •••I t*q•MAX.) SHEET 1 SHEET 1 •••••• • • • (1/4'MAX.) I (1/4"MAX.) ! • • 1 1 •• • EXTERIOR• 7 77, 1 EXTERIOR EXTERIOR •••••• •••• • a a CONCRETE , ••••• ••••• 2i�1g�•• 2-1/16" 2-1/16"' PER TABLE - • • CONCRETE CONCRETE ED��77 {{��IS�TANCE: EDGE DISTANCE: EDGE DISTANCE: A,SHEET 1 ••••• ••• i SEE T4b 'SWEET 1 PER TABLE SEE TABLE A,SHEET 1�n PER TABLE SEE TABLE A SHEET 1 • • • ••EMBEDMEIT 9EE TABLE A,SHEET 1 A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 • • • ••�3,TRACK FRAME SILL ®3-TRACK FRAME SILL ®4-TRACK FRAME SILL *:so** •• • •• c•�ONCRETE INSTALLATION INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION • • •• • •• TABLE A SHEETS —� • • • • •••••• • • • EMBEDMENT:SEE ••••• • • TABLE A,SHEET 1 EDGE DISTANCE: EDGE DISTANCE: PROPERLY SECURED SEE TABLE A. EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A. 1X WOOD BUCK TYP., SHEET 1 TABLE A,SHEET 1 �i TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECUREDEDGE DISTANCE: NOTES&TABLE A, SHEET 1 1X WOOD BUCK TYP., ( SEE TABLE A, SHEET 1 2-1/16"' PRODUCT REVISED SEE ANCHOR NOTE 3, SHEETI CONC./CMU ANCHOR 2-1/16"* es«>mgCode mmeFlaWa SHEET 1 _ TYP.,SEE ANCHOR A zeBuildta No t6.Om�•o9 CONC./CMU ANCHOR 2-1/16"' PROPERLY SECURED NOTES&TABLE A, L'�' D> TYP.,SEE ANCHOR 1X W000 BUCK TYP., SHEET 1 CONCRETE gy NOTES&TABLE A, SEE ANCHOR NOTE 3, CONCRETE OR CMU m- A D k P,—? SHEET 1 OR CMU CONCRETE PER TABLE EXTERIOR PER TABLE (i SHEETI u EXTERIOR OR CMU EXTERIOR ". A,SHEET 1 `_ PER TABLE A,SHEET 1 �1/4"MAX.SHIM Imo- A,SHEET 1 1/4"MAX.SHIM 1/4"MAX.SHIMja 2-TRACK FRAME JAMB ifa 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB ��•; = CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION _ U-i- ,oma ,y,Np p„� ANCHORAGE DETAILS H IIEP#CE,R 31273 +� ''i'OF•1-,�:• �L+.- j SERIES 770 ALUM.SGD-WINDOW-LMILi !a` � °�'�rNP ^"' A.LYNN MILLER P.E. Ja o zat4 CERT..OFA/M.# zss ® co-rro mNvow NTS 13 a 22 PGT0129 B P.E.#58705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693'MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE SEE ANCHOR NOTES ANCHOR NP.,SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEET 1 28 ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, 28 (ALSO SEE NALL APPROVED P. TABLE A,SHEET 1 SUBSTRATES. SHEET 1 ILLUSTRATION,SHEET 9) 1-1/4'MIN.EDGE DISTANCE L DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, TABLE A SHEET 1 EMBEDMENT SHEETS 6-8 FOR SEE 26 TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK EXTERIOR SHEET 1 _ ADAPTER CONCJCMU AND P-HOOK PHOOK WOOD ANCHOR TYP., rl ANCHOR TYP.,SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. •• &TABLE A,SHEET 1 CONCRETE OR ALSO SEE EXAMPLE EMBEDMENT:SEE A,SHEETI (ALSO SEE NP. CMU PER TABLE ON SHEET 9. • • •�••• 2.693'MIN. TABLE A.SHEET 1 (ALSO SEE NP. •••••• ILLIST�21 (1f,,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) • • •••• • • P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH ANY SILL RISER •••••• • • • •f PARTS#18,#20,#22 OR#24, ePARTS#18,#20,#22 OR#24, •• • • •• WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN • (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN •••••• •••• •• •• FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION • • METAL P,•• P-HOOK MOUNTING ••••• •• • ( • •SEE AN R • P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU • • • NOVE 4,SHEER 0• EMBEDMENT:SEE ADAPTER SMS •••••• CMU PER TABLE TABLE A SHEET 1 ANCHOR NP.,SEE • • CAIN.OF 3 THR��S•• TABLE A SHEET 1 � ANCHOR NP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A,SHEET 1 •••••• •• • SUBSTRRm-•• &TABLE A,SHEET 1 ALSO SEE NP. • • • 28 ALSO SEE NP. EMBEDMENT: • • •• • •• ( SEE TABLE A, ILLUSTRATION,SHEET 9) • • • • ILLUSTRATION, Z2.•••••• •EMBEDMENT: • SHEET 9) SHEET1•••••• •SEE TABLE A, DISTANCE:SEE . SHEET 1 VTABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTES n ANCHOR NOTES&TABLE ID PRODUCT REVISED &TABLE A,SHEET 1 V ANCHOR NP.,SEE w�pyjmwith"Fbwwa p;idi�cAe� (ALSO SEE NP. 2.693"MIN. A,SHEET 1 A—'i�rm t4-o�19'09 ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE NP. 2.693"MIN. E p,R 20 EDGE DISTANCE ILLUSTRATION,SHEET 9) By M Dmie P' ( P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19,#21,#23 OR#25. Kc PARTS#19,#21,#23 OR#25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR _ ? (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY5A ,,, +n7oTEcravaLocranva ® ANCHORAGE DETAILS N.VW FL 31275 _ - /enNeo-,eoo SERIES 770 ALUM.SGD-WINDOW-LMl �"°'�' �"' •"'� �'"�o�' ' A LYNN MILLER,P.E. JRA °"arzata cFRr.ovw7N.Hazes 7so ww NTS 14 >22 F'GT0129 B P.E.fi 58705 HEADER BLOCK TO HEADER ATTACHMENT EXTERIOR TO PREVENT ANY EXTERIOR-OPERABLE O HEADER a PANEL FROM DISLODGING TO THE (3-TRACK SHOWN) EXTERIOR,INSTALL ONE HEADER BLOCK AT EACH INTERLOCK,ASTRAGAL AND P-HOOK INTO THE EXTERIOR TRACK OF THE 121 HEADER.TRIM THE SCREW COVER AS NEEDED. HEADER BLOCK 122 #12"X 1-3/4"SELF-DRILLING EXAMPLE:HEADER BLOCK PLACEMENT IN SCREW,MIN.(1)REQUIRED 3-PANEL CONFIGURATION,OTHERS SIMILAR. EXTERIOR • • • • •• • • MAX.UNIT •••••• •• +DER • • WIDTH MAX.UNIT WIDTH • DETAIL'A', • • • MAX.DLO NOM.PANEL WIDTH • • SHEET 18; ••••• WIDTH TYP.PER TABLES 1-3 • INTERIOR •••••• 4L�TION •• DETAILS • 4 ••••• •• •s ••• PANEL PANEL EXTERIOR • 000 AW'TS12 PANEL TYPE TYPE PANEL ••••• •SHEETS 12 • •• TYPE TYPE 90` • • 8.13 • • QS' AS' • • •• • •• .A, K MAX.UNIT CORNER DETAIL'N2', 0060*• NOM. SHEET 19&CORNER • • • •• •*MAX, / MAX. HEIGHT PANEL / DLO ANCHORAGE SHEET 11 •••••• • • •• •feNEL WIDTH TYP. / PER • • • HEIGHT HEIGHT TABLES SEE PER INTERLOCK DETAIL •• •• SILL• ••• NOTE 2 TABLES 1-3 1� 'M',SHEET 19 000000 ItTAIL'D', • • [� EXTERIOR INTERIOR ••• Y a SHEET 18; x X X INSTALLATION X X JAMB ALLAI ION SHEET DETAILS 18:INSTALLATION DETAILS 'DW&'Dc', 'GW&'Gc',SHEETS 12&13 SHEETS 12 90. SILICONE &13 EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX BY OTHERS PRODUCT REVISED.-.plpaB with•te Florida NOTES: #10 X #8 X 1- etaldagcaae n cepamr No 16��T--o�Cl��-ty4�M�y01r9r,, 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR 1-1/2" PH SMS ration GGk �� TABLES,SHEETS 6-8 FOR MAX.PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION PH SMS DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. e 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH=NOM.PANEL WIDTH-T PANEL CORNER FRAME CORNER DLO HEIGHT=WINDOW UNIT HEIGHT-10.125" DETAIL DETAIL PANEL HEIGHT=WINDOW UNIT HEIGHT-1.866" 1070TECHNO.OGYDRW ANCHORAGE DETAILS/EXAMPLE ELEVATION N.VENM.E,FL 3Q75 ERIES 770 ALUM.SGD-WINDOW-LMI h.+n7 Or: anetd o�ta s.rrws se+.' tame A.LYNN MILLER,P.E. JR OY/YC 14 CERT.OFAIJM.iJB1BB ® S(ia770 NT$1 15 >22 PGT0129 B P.E.N 58705 CON FIG. EXAMPLESINTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 -'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; 13�--INSTALLATION DETAILS'Gw&'Gc',SHEETS 12&13 /FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL'A',SHEET 18; DLO JAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', WIDTH 18;INSTALLATION DETAILS DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw&'Ac',SHEETS 12&113 SHEETS 12&13 TYP. �'Gw&'Ge.SHEETS 12&13 SHEETS 12&13 90° EXTE OR INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL 'R' L' 'D' W TYPE TYPE TYPE 11 TYPE V.SHEET 19 MAX. ,A, 'CNIT S' OS' 1C MAX III 90°OUTSIDE CORNER / NOM. / / HEI HT NOM. UNIT DETAIL'N1',SHEET 19& PANEL SILL DETAIL / / HEIGHT CORNER ANCHORAGE PER / PANEL PER IDTH TYP. D',SHEET / MAX. PER SEE TABLES 18; MAX. WIDTH TYP. / SEE TABLES SHEET 11 DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2;- 1-3 INTERIOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 �., 'Dv/&'DC', �-, EXTERIOR • O 3 � SHEETS 12 NOM.PANEL • , x X WIDTH TYP. &13 • • • ( X X PER TABLES 0.000• 1-30:00•• •4114E FRAMN& `—' • • • • • MAX.UNIT WIDTH � � MAX.UNIT WIDTH PANEL CORNER � SILL DETAIL V,SHEET 18; MAX.UNIT WIDTH 0 • rIOR•0 0 EXAMPLE:OXXX INSTALLATION DETAILS •0•••. p•q jTAILS SHEEEj 45 •• 2-TRACK 'Dw&roc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/)OC(2-TRACK) • • • JAMB DETAI1-11%SHEET 18; ••••• ••• AST;4M;M9rAILS'L1'& INTERLOCK DETAIL V,SHEET 19 •••0•• • • ••••L2,SHEET 19� INSTALLATION DE TS 12Iw& •"1 INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13 • • ••• 1 • HEADER DETAIL ("1 0 0.0 0• '13%SHEET 18; • • JAMB DETAI�'M?,�iiGET P-HOOK DETAIL'J'&'K',SHEET INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw, 18;INSTALLATION DETAILS •••••• • &'Hc',SAE�FS T2•&13 Jc','Kw'&'Kc',SHEET 14 DETAILS'Bw&'Bc', DETAILS'Iw&'Ic',SHEETS 12&13 • SHEETS 12&13 'CW&'Cc',SHEETS 12&13 •• •• • •H- •—o►— MAX.UNIT WIDTH �— MAX.UNIT WIDTH 000000 • I • • ------ - ••• PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE ,R, L. M, F. I M, F F. P, � i MAX. MAX.UNIT NOM. & NOM. UNIT PRpnucTREVISED HEIGHT / LSHEET PANEL / =Q i PANEL HEIGHT m � �;,yd �,iy PER WIDTH TYP. / WIDTH TYP. / PER p Iacoe� 1(o-of�l4. TABLES MAX/ PER SEE MAX• PER TABLES Ac«p'm'u PI° 1-3 DLO TABLES 1-3 i OTE 2 DLO TABLES 1-3 1-3E 1DOoxe HEIGHT H i SHEET 15 HEIGHT3r X z i X X X 0 EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;� EXAMPLE:XXXO SILL DETAIL'F',SHEET 18;f✓ (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS Ew&'Ec',SHEETS 12&13 'Fw&'Fc',SHEETS 12&13 EELEVATIONS ,a„y a. ,, +a7oTECHNoroorD7arv� EXAMPLi N.VENA,FL stns ,.t (9„),�„w SERIES 770 ALUM.SGD-WINDOW-LMI 7 FV,mn owe +°+� e'er --ft Oe" A.LYNN MILLER,P.E. JR 02WI4 CERT.OFAU7H»DB �28 770 WMIDO NTS 16 r 22 PGT0129 8 P.E.Y 58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER FIXED LOCKSTLLE ASTRAGAL ASTRAGAL EXT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 80 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER STILE WI HANDLE BOX OUT BOX IN 90 RECEIVER W/HANDLE W/HANDLE WI HANDLE WI HANDLE W/HANDLE W/HANDLE WJ HANDLE WI HANDLE TYPES our IN #118 #118 #31 131 —Tcm —coj -3� "�'n 7 1119 #s1 #118 #st #61 #a1 #a SINGLE INTERLOCK a3, F PP K TR TQ TC TA TV TW OUT �� INTSIN ERLLOCK g E p A C C IC SQ SC SA SV SW IN mtWq/f (aac I FIXED SS FD FC FV FW STILE RR R „ata,,,, m�M LOCKSLE DLE D M J J WI HAND mtixou0 (eo%a0 W ASTRAGAL / R PANEL NOTES: • BOX OUT L MN/HANDLE mmov0 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL •••• F• ASTRAGA• SIZES&DESIGN PRESSURE. Y • • •Box IN • I LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF �•oWl HANDLE moXaq PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS •• ••• "J • • �'I EXTERIOR • ASTRAGAN ... T v STILE V STILE AND ARE NOT AVAILABLE. • Box OUT•• 3.90*ASTRAGALS TO USE HEAVY-DUTY STILES •••••• *Iwo • •• I�� pmwu PANEL"E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER ••••• " BOX INA0 c • 'i T V APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALSEXTERIOR . OR INTERIOR(#120)CORNER • • J moxoo own) 00000 T CORNER•• Cl 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES 0 LOCKSTAE•• RT C (#61)AND CORNER ADDON(#31). 000000 /HANDLE,t72o —�r— 232" Z QT QS SILL RISERS OPTIONS . EXT CORNS• • 232' 90 LOCKSTILE •:•••• Q /HANDLL•#'i • 232' 232' EXTERIOR EXTERIOR .062' • %7 CORN=R CT w w E ��1 1 R .082 4.055" • 90 RECEIV•R /V'V` I Il 062' •••••• /HANDLE #,11a • 2.555.' 3.305' •• TCORNER 161 AT AS DF 1_56�2' 90 RECEIVER W/HANDLE /'► EXT CORNER #118 CF 18"FLUSH'1E1R/ZFt T 29 LOW 1E"FLAT OMILL EDIUME3-1F4"AT 24 HIIG RISER,FLAT 90 RECEIVER. 1 --I 1-- 750• PRODUCT REVISED EXT CORNER 1Kt1 �-{ .750" a c nplyingy with the Florida 135 RECEIVER VT V S VF I EXTERIOR Building Cods W/HANDLE #6, EXTERIOR ZOIR750' TERIOR �r '0�• E. rat Dsftj �•NTCORNER ,A fWCC ■ FV N I J VIY/ OR 4.055" Dy35RECEER � I '�2• 3.305'/HANDLE #61 tarm ttodacl.p62• 5' I1.56T liC ISERZBOXI' 2t LSILL OW,RSILL ISER, BOX 23 RISER,BOX OHISILL RI ER,BOX t9"FLUSH NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 10707ECNNOLOOYmvE PANEL TYPES N.VENICE,FL 94275 _ SERIES 770 ALUM.SGD-WINDOW-LMI a.wrre — A.LYNN MILLER,P.E. nr: CERT.OFAUTH.nam ® 770 N1ND0 NTS 17 °I 22 PGTO129 B P.E.#58705 JR 02/1Q/14 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 108 FULL PANEL JAMB LENGTH 60 0R 81 105 LOCK PART 17 FULL LENGTH 14 75&167-1 t 14 106 OFJAMB E 60 OR 61 16 5 60 OR 61 G1 ;� E6RI. 2-TRACK JAMB2-TRACK JAMB (SHOWN 5 SEE DETAIL G1CLIP#105 WITH FOR FIXEDLOCK PART 6'LONG OPERABLE PANEL CLIP113 105 @ W!RETAINER#106 PANEL) � 75&107-11 MIDSPAN (SHOWN WITH SEE DETAIL G2 5 FIXED PANEL TO f L 113 jg 1U7R7 103 FOR FIXED 5 60 0R 61 THE INTERIOR) V PANEL CLIP 103 EXTERIOR 14 15 5 112 16 17 •• 123 FULL LENGTH 46 c4 60 OR 61 • #10K 3XXW OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR r yEXTERIOR EXTERIOR EXTERIOR • • •••n1s,X 3 • CLIP#80 OR#105 51 52 W/SCREEN v ••••• •�i 15 • • W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB • :*600 (�Y G gp • (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH I� (SHOWN WITH 12 (SHOWN WITH MIDSPAN • FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) • • •• 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) • QE"T RIOR EXTERIOR •••••• ••• • 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15 0000 • • • • • • • 1 1 3 4 • • •• • •••••• 45 5 113 5 113 5 •••••• • • 52 5 •0 69 EXTERIOR EXTERIOR 69 • •••EXTERIOfb 53 a a • • • SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 4-TRACK MAX.UNIT FRAME HEAD FRAME HEAD O OPT.SCREEN FRAME HEAD HEIGHT PER TRACK TABLES 1-3 53 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 a 72 OR 73 a 72 OR 73 PRODUCT REVISED 11 w c plying with Ow Florida 46 113 t1 9 11 10 AAcmc Cft oNo 1(0' 'Zq• 48 47 p 8 Ezpinlion Date �� pt— EXTERIOR 112 5 113 113 RY a 5 5 3-TRACK 4-TRACK FRAME SILLSCREEN FRAME SILL FRAME SILL ITEM 61 SHOWN.ITEM 60 ALSO APPLICABLE,SEE TABLES - 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. (/A 4 . 1070 TECHNOLOGYDRIVE VERTICAL SECTION DETAILS N.VENX&FL 34M 19� /w,}.e01e00 SERIES 770 ALUM.SGD-WINDOW-LMI a.wmc s� ar.e u.wow '�" A.IVNN MILLER,P.E. JR 02/26/14 ao— CERT.OFAURI.rnzse .d.d ® 77oYVINDOW NTS 1 18 >22 PGTO129 B P.E.x 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 116 7 28 113 30 11 63 63 27 � 27 103 62 111 63 80 OR 61 60 OR 61 60 OR 61 65 29 14 29 120 5 65 � 90• EXTERIOR EXTERIOR 111 62 EXTERIOR 111 62 EXTERIOR INTERIOR EXTERIOR n_ P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS rj r,] INTERIOR v ®j 90° (EXT.OR INT.MOUNT) k KJ EXT.MOUNT ONLY v 60 OR 61 LOCK PAR K LOCK PART LOCPART 75&107-17 75&107-11 61 75&107-11 5 ®INTERLOCK •• M • • 14 • • • 113 •••••• • 60 • 80 FtnERiIOR ❑ 61 118 5 • • • 113 113 11 Cn7 EXTERIOR• 113 103 119 EXTERIOR 7 • 67 • 68 ••••• ••• •••••• • • STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 ®90°OUTSIDE CORNER ®90°INSIDE CORNER. •ITEM#81(HEAVY-DUTY ••••• •• •L1 STANDARD �RD STILES 7 2 WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWN N2 2-TRACK SHOWN STILE)SHOWN,ITEM 960 • • ••EXTERIOR ISAASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO •••••• (BOX-OV J)k Y ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES • • • TOWARDS WTERIOR(BOX4N) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP •••••• • • •••••• (PSF)ASSOCIATED WITH • • • STILES. • •• • •• • • • • 4INTERIOR •••• 31 LOCK PAR • 75&107-11 4 INTERIOR 5 Q INTERIOR 135° 5 kD as—plying with the Florida 11 8uildieg Gide 7 135° A—pt—No 16-o"CL oq 14 5 E j—Date D 81 32 103 81 Dy EXTERIOR 67 Mi Dade Prodlxx 32 11 5 LOCK PART 31 103 61 5 EXTERIOR 14 7 75&107-11 135°INSIDE CORNER - 02 2-TRACK SHOWN 135°OUTSIDE CORNER 01 2-TRACK SHOWN a 6 16 10707ECrnao 0GYDRwE HORIZONTAL SECTION DETAILS,CORNERS N VENICE Fl 3I275 tr SERIES 770 ALUM.SGD-WINDOW-LMI rt..fwr e..k •..e u.+o^'d A-LYNN MILLER,P.E JR o2rmn4 em. CERT.OFAUTH.M79M 1�n-F 779 K9no0 NTS 19 s 22 PG T0129 B P.E u 56705 Item DPOT# PGT# Description ttem DPGT# PGT# Description 1 17306 617306- 2-TRACK HEAD 60 17325 617325 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL D 17328 617326 PANEL STILE(HEAVY DUTY) 3 17309 617309 3-TRACK HEAD 62 17327 617327 114TERLOCK ADAPTOR 4 17312 617312 4-TRACK HEAD 63 1225 6TP248 VINYL BULB WSTP.-THIN(NS DE INTERLOCK) 5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 6 77317 817317 FRAME HEAD/YMB ADD-ON 85 17328 617328 INTERLOCK SCREW COVER 7 17304 617304 2-TRACK SILL 67 17329 817329 ASTRAGAL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL 9 17307 617307 3T RACK SILL 09 17324 617324 TOP 8 BOTTOM RAL 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRP EXTENSION(N,ECTION MOLDED) 11 17313 617313 FRAME SILL TRACK INSERT 71 1695 716% 1-112"X 1'XY4'HIGH FN SEAL DUST PLUGS 12 17315 617315 FRAME SILL SCREEN ADD-ON 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 13 17316 877378 FRAME SILL SCREEN END ADD-ON 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-M.DOW-995 OR GE-7700 15 17302 817302 2-TRACK JAMB WITH SCREEN RAL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE •441 17308 617306 3-TRACK JAMB 76 71032X1FPFX #10-32 X 1'FL.SS SCREW W!TYPE"F'TP • 17311 JIZ311 1 TRACK JAMB T7 7103239 10-32 STEEL ZINC U-NUT • • • •••••• 18 17322• •6173e2 SILL RISER-FLAT 79 17357 817357 t'IG BEAD • • 9 17319 617319 SLLRISER-HOLLOW 80 17359 817359 7/16'BEAD/FDEDPANELGLP • 17321• 617381 SLL RISER-LOW FLAT 81 17360 877360 9116"BEAD •ee••e De • 21 173180 •81738 SILL RISER-LOW HOLLOW 82 1224 B7P247K VINYL BlX9 WEATHERSTRIP • • 22 17355117-315 SILL RISER MED FLAT 63 61745 1745 LOWE NC,112'X1116"SGL SDE ADH.TAPE,POLYETH. • •••••• ••p 17351 •81�3M SILL RISER MED HOLLOW 100 8052 48052 ROLLER ADd HOLE PLUG ••••• • 4 17323 113Z,3 SILL RISER-HIGH FLAT 101 72087 .IAMB BUMPER • • 25 17320 817320 SILL RISER-MDH HOLLOW r102 1898 71896 DUSTPLl1G • 26 17333 1POCKETP-HOOK 8186 781 BOX 1"KEEPER v 7070 •OW70 NEOPRENE BULB WSTP FOR P+100K 853 7SDKEEP SCREEN LOCK KEEPER 28 17334 617334 POCKET P-HOOK MOUNT 17344 617344 FDED PANEL CLP-6'LONG 29 17335 1 3 5 P-HOOK COVER 17352 617352 FDED PANEL RETAINER-9'18"• 300 17348• •019W POCKET P4100K FOR BOX RISER 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 17378 1 76 135CORNER 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 7378• •617316 135 FDED MOUNT 1731 78162SN HANDLE KIT-RECESSED NTERIOR WITH THUMB TURN •••••• a rTMS 4053 ARE SCREEN PARTS: 110 1732 78778 HANDLE KD-RECESSED EXTERIOR PULL Oe 4319 612258 SCREEN SIDE RAL-LOCKSTLE 111 710)04PPSOAX#10 X3/4-PH.PN.TEK-S.S. 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67516 WSTP,.270 X.170-FIN SEAL 42 41618 SCREEN KEEPER SPACER SET 113 1712 64068 .187"X.230`F IRSEAL 43 8152 88152 SCREEN INTERLOCK ADAPTER 114 710X115PPX #70X1-1/2" 44 4428 64428 SCREEN DOUBLE NTERLOCK 115 710)PPT #10X7" 45 4317 612256 SCREEN TOP RAL 116 720XIX #14,211 X 1"S.S. 46 4318 612257 SCREEN BOTTOM RAL 117 72OX712X #14,20 X 1-1/2"S.S. :,!1 7 688 7SRAZ STANDARDROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER PRODUCTREVISED 48 668 7SRAX STANDARD ROLLER-ST.STL. 119 17337 617337 90 DEGREE OUTSDE CORNER ASTRAGAL B ildwgwmpl . wdt Florida uuilding Code 49 43" 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL Ac P, e W 16'a62A" 2 50 17349 617349 0)0 SCREEN ASTRAGAL ADAPTER 121 19042 419042 HEADER BLOCK E .ti Date Z 51 1692 61692 SCREEN SPLINE-.155' 122 712175FPTX IHEADER BLOCK SCREW,#12 X 1-3/4'PH.PH.TEK-S.S. By , 52 1694 61694 SCREEN SPLINE-.150" 123 17352 817352 FDED PANEL RETAINER,7/8' 53 61816020 SCREEN CLOTH 54 1725 1112"X4*X 1/16"SETTING BLOCK - - 55 1725 1"X4"X 1118"SETTING BLOCK . NOTES: 1)ALL ALUMINUM=6063-T6 - G{• 2)ITEMS#33-39.56-59,66.78&84-99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. - '6 ,o7D 7LxLwor ooroAa74= PARTS LIST fl11 „�D SERIES 770 AL UM.SGD-WINDOW-LMI ® s.r.�rsc — — a>✓ob aR A.LYNN MILLER.P.E. JR+ 02QQH4 arc CERT.OFAU7N.9=0 770414ADOIV NTas 20 •� PICa7D129 B P.E.p 58705 5.069" 8.562" 1.36" 1.36' 0.080' 7 1.872" 1211" 1.505" _i 0.081' 1.019" 0.062" � 0.081' 02-TRACK HEAD 10 4-TRACK SILL 0081" SCREEN I (6063-T6 AL) (6063-T6 AL) STILE 6.198" (6063-T6 AL) 6.198" 6.526' 5.069" 0.080" -y 1- 1.045" 1.045" 1.211"1" 5" 3; I -L 1] j1.993" 0.062' 0.081" O2-TRACK HEAD W/SCREEN TRACK9O143-TRACK SILL • .00. • (6063-T6 AL) (6063-T6 AL) 2-TRACK JAMB 45 TOPRAIL :*so*: • 8090 • (6063-T6 AL) (6063-T6 AL) •••••• • .00. 7.105" 2-TRACK JAMB W/ • • 6.221" • • •• 15 SCREEN TRACK •••••• • • • 0.080" (6063-T6 AL) �( 1.36' • • • • • • 1.505" Imo- 0. •••••• •• • • 1.211" LSL--J,-- • • • • � � 1.36" •••s• •• • •• • 1.993" ••• •• • • 0.0>i1� O 3-TRACK HEAD O6 2-TRACK SILL W/SCREEN TRACK L 0.062" • • • s • (6063-T6 AL) (6063-T6 AL) 0.081" SCREEN • • •• •••• � BOTTOM RAIL • • • ••••s• 9.142" (6063-T6 AL) •••••• • • •••••• 4.49" 0.081' s • • 0.080" •s • •••• • • • •• • 1.211" 1.505" 7.105" • 9.141" 0.081' 4O4-TRACK HEAD Oi 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) -� 1.514" 0.060" P-ptyi REVISED s comptyig with tl:e FMridn 0.062' Buite-f coat 0.532" 0.760" Aompwa<cNol�n•062 aq E� mn-Dvt D 1.260" + 0.060" 1.516" 1.99D" By , OFRAME-HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ADD-0N 12 ADD-0N 13 END ADD-ON 16 3-TRACK JAMB - (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS OR 3/16"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24'MAX.O.C. (6063-T6 AL) �- ,,, EJCTRUSIONS N VENICE FL 34!275275 i/c SERIES 770 ALUM.SGD-WINDOW-LMI _ �� A.LYNN MILLER,P.E. T 0 JR OZ/s1W14 a� CEROFAUTH.220 ® Z778 WINDOW NT$1 21 -22 1 PGTO129 B P.E.N 58705 0.718" 0.832.304" 0.752' 3.802" 3.802' � F 0.885" � 0.752' 0.574" 0.796" 1.163" 0.062" " J 0.062' it } D.264" J 0.080" , 0.062 0.233' I 0.075" OFRAME SILL HOOK SCREW tt P-HOOK MOUNTING 26 P-HOOK 28ADAPTOR COVER 28P- O P HOOK FOR BOX RISER SCREW COVER TRACK 0.080" 6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4- 4" .155" 2.30" 1.488" 1.739' +1 0.080" 0.062" 1.303` 0.830" 1.600 0.133" 1.600 0.062" .080" 1.870" 1.888' Ail 0.325" 016" •• 1.974" 3.125' 3.125" 0.062" • • • 2.44" • • ••• • •• INTERLOCK INTERLOCK •••••• 37 1.5°CORNER 32 135`FIXED MOUNT O STANDARD STILE s1 HEAVY DUTY STILE a- ss • s • (60A3-T6 A (6063-T6 AL) (6083-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER ••+s (6063-T6 AL) (6063-T6 AL) •• • • . • 3.979' • 4.125" s • • ••••• • •• -f 1.050° 1.050" 1.050" (� •+•••• • • • Oe.S• 0.075' 1.645" f 1645" 0.062' 1.304" • • • •• 289" •••••• J .611' .485" • • • • ••• I 045" •••••• • • • • • 0.281" Fes- 3-25" •0.1��" GLAZING 7/16"GLAZING 9/16"GLAZING •• ••• s7 A R ASTRAGAL O HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL 7s O at T6 (6063-T6 AL) (6063-T6 AL) BEAD(6 A BEAD,FIXED BEAD •�•••• • ( � - ) (6063-T6 AL) PANEL CLIP (6063-T6 AL) •••• (6063-T6 AL) • 1.003" 1.03" 4" 5.621" 0.050' 0.757" � 0.080 � raooucrRevtSID c ro Hh the Flotih toy PANEL CLIP 0.709' 2.893" 0.133" 1.498" 0.133" Bmlaig CA,& (6063-T6 AL) 1.498` A-pmm w 16-13629•oq 0.080" E "rsuon as x020 .550" 0.863 I a:+ q" ,i ii�e t>+nSscr 0.709" 123 FIXED PANEL 5.621" RETAINER,7/8" 2.826" t2o 90°INSIDE CORNER ASTRAGAL 0.080" a (6063-T6 AL) tt9 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL 116 90°CORNER RECEIVER (6063-T6 AL) 108 RETAINER,9/16" (6063-T6 AL) (6063-T6 AL) ,mnlEanaLooroRnE EXTRUSIONS rL vENIC�FL s+Y75 „ U�GSERIES 770 ALUM.SGD-WINDOW-LMI a�`war.t ryc +� u�nw A.LYNN MILLER,P.E. Q JR 0220U CERT OFAUni g2a 8 770WB . NTS 22 -27 PCTO'I29 B P.E.1t 58705 t , MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidndc. ov/econom Doralum Corporation 7040 N.W. 77 Terrace Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"100"Aluminum Outswing Doors w/wo Sidelites-Impact APPROVAL DOCUMENT: Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01/30/13 and revised on 12/11/15, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See DP tables for X or XX in sheet 1,Door w/Sidelites(w/wo reinforcement)in sheet 3_1. See Single sidelite(standalone)DP capacity in sheet 3. 2. See allowable mulled configuration in sheet 31,not to exceed(5)panels w/max hvo mulled sidelites. 3. Max door leaf width mulled with sidelites in sheet 3.1•shall not exceed=36-7/8". See active panel 4- point locking or active panel dead lock w/manual bolts option in sheet 4. 4. Glass lites wider than 36"shall have two setting blocks per FBC requirements. 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�ny otUr�ulpg s ted].ptomatically terminate this NOA. Failure to comply with any section of this NOA s hall be cause far teftDatign and removal of NOA. ADVERTISEMENT: The NOA number precedrsdUy le:words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is • ... too •• egoNOA No. 15-0706.03 C1.1.1MADE COUNTY �: :. •• Expiration Date: July 04,2018 , .. �• .. • Approval Date: January 21,2016 Pagel x`13 • • • •.• � � • • • •% • • MIAMI-DADS MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S.W.26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.Qov/economy Doralum Corporation 7040 N.W. 77 Terrace Medley,FL 33166 ADVERTISEMENT(continued) 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#13-0219.07 and consists of page 1,this page 2 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. • • • • .' : NOA No.15-0706.03 C-DADECOUNTY •• •• • i • • • • ]Expira•• • • • • •• Approval tDation eaJanuary 21,2016 �Iv�� Page 2 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA#13-0219.07) 2. Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01/30/13 and revised on 12/11/15,signed and scaled by Javad Ahmad,P.E.. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated January 14, 2013, Test Report No 7086 (FTL-12087), signed and sealed by Marlin D.Brinson,P. E. (Submitted under previous NOA#13-0219.07) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2014, 51h edition, prepared by AI-Farooq Corporation, dated 06/19/15 and 12/11/15, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/2015, expiring on 07/04/2018. 2. Notice of Acceptance No: 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for"Saflex Clear and Color Glass Interlayers",expiring on 05/21/16. F. STATEMENTS .. 000 . . . . . .. 1. Statement letter of oonforn3ano&*ah&latt©r of no financial interest, prepared by Al- oeFarooq Corporation,&ted 2Qt15,.sigpeo and sealed by Javad Ahmad,P.E. 0 0 0 0 0 0, Jorge M.Plasencia,P.E. • • • • P•• duct Control Unit Supervisor • • • • . .. . . . NOA No.15-0706.03 . . . •• .. Expiration Date: July 04,2018 Approval Date: January 21,2016 . . . ... . . . . . . . . . •• •• 00 • •• •• ... . . . ... . . Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance as part of the above referenced test report. G. OTHERS 1. Notice of Acceptance No. 13-0219.07, issued to Doralum Corporation for their Series "100"Aluminum Outswing Doors w/wo Sidelites-Impact, approved on 07/04/13 and expiring on 07/04/18. 1 2. Test proposal, dated 08/21//12, approved by Jaime D. Gascon,P.E. (Submitted under previous NOA#13-0219.07) .. ... . . . . . .. . .. . . . . ... . . .. ... .. . . . .. . ... . •.. ... ... Jorge M.Plasencia,P.E. • Product Control Unit Supervisor •• NOA No. 15-0703.03 •• : • Expiration Date: July 04,2018 Approval Date: January 21,2016 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 39 5/8" MAX. 76" MAX. V a (5)ANCHORS DOOR FRAME WIDTH DOOR FRAME WIDTH AT STILES END 11" AT T'O.C. 4"MAX. MAX. 4" MAX. HEAD/SILL 1 A HEAD HEAD/SILL I A `\� O m CORNERS SILL CORNERS I SURFACE APPLIED a ' FALSE MUNTINS f W I _ MAY BE USED y' O O V F` a IOUN t7 TF�_ I` OW m C Z � It it=0 / W I 4'POINT x �' DEAD BOLT ii \\ )L Z�f 0 < (2 a LOCK OPTION w l LOCK OPTION //it J L7 Q = "w OSEE SHEET 4 x n= n SEE SHEET 4 I N J II It / - ---U----- \ // -----H---L- _jI Y 0 •• • \ii + \ ii / DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. • ••• •• SHUTTERS ARE NOT REQUIRED. 1° •• •• • • •i \ • SERIES 100 ALUMINUM FRENCH DOOR W/ SIDELITE S o F v • •n • \• i \ �.. / II OfO • • ••••• APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS Of • •• ••• •^ZTIVb•\I ACTIVE,-\� T-INACTNE WITH OR WIIHOUf SIDELITES. ? m _ SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. '�i ••••• •• • •••••• SEE TABLES 1 k 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES OV 1-n w • mw _ __ 11^ mW ON SHEET 1. ••••• •• • •••• 9 MAX. ¢. SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. j 3 -- • • •• •• 2&r*••• $ pe" HEAD e u SEE TABLE 4 TOR SIDELITE AND SIDELITE MULLION CAPACITY ON I W Z _-r SILL SHEET 4. " •••••• D.L. OPG. D.L. OPO. a THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION O o- • • • 36 7/% •• 36 7/8• (7) ANCHORS CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. AT STILE ENO -� • •••• •••• • LEf / i�� LEAF WIDTH AT 3"O.C. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• • ••TYPICAIi EIfVATI�N TYPICAL ELEVATION REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE •••••• • • INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). v •••••• ( �) ( XX ) WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER s m • • DOOR, OPTIONS LOADS TO THE STRUCTURE. c R;I5 TABLE I TABLE 2 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS oi EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - a DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF kI SINGLE DOORS (X) DOUBLE (XX) ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE v DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS NOT PART OF THIS APPROVAL. FRAME LEAF FRAME FRAME LEAF FRAME A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. WIDTH WIDTH HEIGHT EXT.(+) INT.(-) WIDTH WIDTH HEIGHT EXT'(+) INT.(-) n n n ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. c c v n 39-5/8"36-7/8" 98" 1 65.0 1 80.0 76" 36-7/8" 98" 65.0 1 80.0 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT o g A COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THENOTE! LH COMPLIANCE WITH EGRESS REQUIREMENTS TO BE REVIEWED BY REQUIREMENTS OF THE FLORIDA BUILDING CODE. BLDG. OFFICIAL PER FBC, AS APPLICABLE. o Ert9r.JAVAD AHMADNOTE: 'y o FLUSH BOLTS AND LOCKS MUST BE CML HtODUCI'kXVSSRD 91' r ENGAGED TO HEAD AND SILL DURING 4N. uso•�My.wy�Bx Flnetlr o .. PERIODS OF HURRICANE WARNING. lddi"DOOR LEAF HEIGHT = FRAME HEIGHT - 2.250" �Aq�loneeNo -Slote•o3oelcle Ode wNOTE: DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH - 2.750"GLASS CAPACITIES ON THIS SHEET ARE DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH - 2.250")/2 A drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT = FRAME HEIGHT - 12.250" AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625" W13- DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20")/2 sheet 1 of 10; (6) ANCHORS (5)ANCHORS A!^lu o AT DOOR MULLION AT STILCS CND �Y FRAME HEAD 201 1/4" AT 3"O.C. Z 3 41 3/4" 76" 41 3/4" 41 3/4" O Z SIOEIffE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH (4)ANCHORS F f I AT SIDELITE MULLION Q Z2 G 4" MAX. 3• 3" 3^ 6" FRAME HEAD O 0 u CORNERS F- nP%/" __ A HEAD SILL nP --- F� nP. iN �+ LL / 0 b R CIE0 0 0 rc SURFACE APPLIED {L? li FALSE MUNTINS o- K I li MAY BE USED Q wem, g k' m •• n x I __-.nom o __ II -_-__ H a . J ... . .. I < • •••• • • \ II /' li 3 Z n O W \ 11 II m Z O� • • • \ I 11-_ ___�___ p n • • \ I / ii ii ¢ U N1� •••• •••• •••••• \ it / i I 8 j3_� J Z o • ••i• • -�-•"• _ ACTNE,-\�ly INACTIVE - w O • I � li I I N 0 C,� k' • •••• •••• a ••• -' 8 MAX. az • • •S • •• HEAD �U • • • SILL • •••• ••••• 3fp5/B" • 28" 38 1/4" 38 1/2" (7)ANCHORS s' • • O.L. OPG. AT STILE END D.L. OPG. D.L. OPG. D.L.OPG. V I f AT3"O.C. (4)ANCHORS (4)ANCHORS HI-PROFILE SIDELITE g,o AT DOOR MULLION LOW-PROFILE SIDELITE AT SIDELITE MULLION TOP& BOTTOM FRAME _ FRAME- SILL TOP & BOTTOM FRAME FRAME SILL c�I& TYPICAL ELEVATION ( OXXOO ) (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) NOTES: „ 1. DOORS ARE VIEWED FROM OUTSIDE. 2. FRENCH DOORS WITHOUT INSECT SCREENS. o of H SIDELITE OPTIONS E.9,:JAVAD AHMAD r1LODUCT I[ItV1•P� I 9 CIVIL GLASS D.L.O. DIMS. FlA-PE 70592 Bindle{Cod[ '- D.L.O. HEIGHT (HIGH PROFILE SIDELITE) = FRAME HEIGHT - 14.375" C:A.N. 3e -A[aWDNi�ide 'O i[� s c D.L.O. WIDTH (LOW PROFILE SIDELITE) H FRAME WIDTH - 4.50" / 9 o D.L.O. WIDTH (SIDELITE) - FRAME WIDTH - 4.875" �y ///pLf! D,L.O. HEIGHT (DOOR) - FRAME HEIGHT - 12.250" Q 1� �S6 [v �� drowing no. D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625" W13-03 D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 20")/2 sheet 2 -t 10 TABLE 3 42 3/4" 42 3/4" o DESIGN LOAD CAPACITY - PSF FRAME WIDTII FRAMF WIDTH o 4-MAX. 4"MAX. 1 FRAME FRAME STATIONARY n PANEL (0) HEAD/SILL HEAD/SILL m F 3 WIDTH HEIGHT CORNERS CORNERS Zm INCHES INCHES EXT.(+) INT.(-) W Z 41 3/4 65.0 80.0 f a a 42 82 1/2 64.5 79.5 --- -- c 45 6 o 0.3 74.T la N u 48 56.5 69.6 G W 41 3/4 65.0 80.0 0 N 42 84 64.6 79.5 H H (�C g M ro 45 60.3 74.2 Q'& M 48 56.5 69.6 41 3/4 65.0 80.0 C N ID 42 90 64.679.5 i Q j O N as so.3 iaz �= No �_ �o LLz�gg 41 3/465.0 60.0 m J m w , (7 p 42 3/4 96 64.6 79.5 g m o m o a W f 4 1 3/4 98 65.0_ 80_0 _ 42 3/4 63.5 78.1 s a J • •• N y WNW I • • • NQS N¢' IJ � • • • • • \ -L •••••• 3 O w • • • g 4 • • •••••• v O W- , • •••• •••• •• •• 0_H O • •:•• ••••• •••••• G �MAX.� I G �MAX.� a mz O n M m •••• •• • •••• HEAD HEAD m 3i J • • • • • SILL SILL U S J Z 1i c • • • •• 0000 38 1/4- 38 1/4- c 4"` • •••••• D.L.OPG. D.L. OPG. $ w • HIGH PROFILE SIDELITE LOW PROFILE SIDELITE ~ • • • P, t • •••• • • • •••••• _ i • • a n R FRAME WIDTH TYPICAL ELEVATIONS Do 0NOTE: rI GLASS CAPACITIES ON THIS SHEET ARE N a -1 - gg� BASED ON ASTM E1300-09 (3 SEC. GUSTS). :o< m Engr:JAVA D AHMAO CML 1'140)UUCT ki'VNEU FLA. PE i 70592 Ymgwyl-.Mkh He I C.A.N. 538 •elAI.RC0y PiorML n t ww DAY M�,�Sv �a "�� . 8 i a �Y o drawing no. 7015 W13-03 (sheet 3 o 116)1 TABLE 4 39 5/8" 39 5/8" 39 5/8" 39 5/8" 39 5/8" MA%. SIDELITE _SIDELITE _MAX SIDELITE _MAX. SIDELITE_ SIDELITE_��{{{ _MAX. SIDELITE 11 AX. SIDELITE DOOR MULLION/SIDELITESIDELITE TO IDR 1TFDESIGN LOAD ACITY SIDELITE TO DOOR FRAME W. WIDTH I WIDTH �FRAMEDOORW� WIDTH FRAME DOO WIDTH WIDTH I �FRAMEDOOftW WIDTH FRAMEDOORW. I FRAME F WIDTHAME SIDELITE W/O REINF. WITH REINF. W/O REINF. WITH REINF. / F F' / I _ / I / \ o P J HEIGHT WIDTH WIDTH F app INCHES INCHES INCHES EXT.(+) INT.(-)EXT.(+) INT.(-)EXT.(+) INT.(-)EXT.(+) INT.(-) 24 65.0 80.0 65.0 80.0 55.0 80.0 65.0 80.0 80.0 � � 00 030 65.0 80.0 65.0 80.0 65.0 80.0 65.0 �i 36 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 iSL N 82 1/2 76"(XX) 41-3/4 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 m LL \ 42 64.6 79.5 64.6 79.5 64.6 79.5 64.5 79-5 \ \ \ \ G U H r LL 45 60.3 74.2 60.3 74.2 'o-374.2 60.3 74.2 '\ 0 0' \\ \\ \\ // V p ui.1 48 56.5 69.6 56.5 69.6 56.5 69.6 56.5 69.6 a 0 ° 24 65.0 80.0 65.0 BO.0 65.0 80.0 65.0 80.0 - -- - - 0 IT. 30 65.0 80.0 65.0 80.0 65.0 80.0 65.0 1 80.0 ( x0) ( OXO) (XOO \ ( XOX) C at ( ox) (0ox ; 36 '65.0 80.0 65.0-- 80.0 650 80.0 65.0 80-0 Q W- e 84 (%%) 39 5/8°(X) --- - -- ---- - SIDELITE 76" MAX. SIDELITE 76" MAX. SIDELITE SIDELITE SIDELITE 76" MAX. IL Z_ a --- --41-3/4 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 WIDTH WIDTH DOOR FRAME W. WIDTH WIDTH WIDTH DOOR FRAME W. 76° J U 10 42 64.6 79.5- DOOR FRAME W.64.6 79.5 64.6 79.5 64.6 79.5 _ Q w 45 60.3 74.2 60.3 74.2 _60.3 74.2 60.3 74.2 ---- - - - �� 48 56.5 69.6 56.5 69.6 56.5 69.6 56.5 69.6 24 65.0 80.0 G5.0 80.0 65.0 80.0 65.0 80.0 II // ^ // \ J O_ ^ // t • , • 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 9 5/8"(X) •'.f• 65.0 j8.1 �.O 80.0 65.0 80.0 65.0 � -�_ - -� •�• 76"(%X) 41-3/4 65.0 09.00 65.0 80.0 65.0 79.5 65.0 80.0 m a4 \ /E // \ /E / l` • •4i• _64.6 68.6 64.6 79.5 64.6 78.6 64.6 _79.5 \ / HO \ / \ / Z no ••• 45 60.3 04.960. 74.2 60.3 74.2 60.3 74.2 \ / \ / \ / 0 U � • •24 65.0 1 X040••6j.o 80.0 65.0 80.0 65.0 80.0 \ / \ / 1"11 JIL \ / •96• 39 5/8"1C 0�• 65.0 7;. 6�+ 80.0 65.0 74.0 650 T80.0 - - --- - �r d F 36 63.8 63.8 065.0 80.0 65.0 68.8 85.0 80.0 (0%X) STILE ••• 76"(XX) `• •• -- (Xx0) (0%XO ) SIOEUTE (XX00) \`�ANCHOR NO n M • 40-374 56.2 0in*2 AA 79.7 65.0 84.7 65.0 80.0 MULLION ANCHOR�(OOXX) SEE SHEET 1 M ••• •42 55.9 55 3• W-6 79.3 64.6 64.5 64.6 79.5 SEE SHEET 2 U m SIDELITE 76"MAX. SIDELITE SIDELITE 3 J 4 65.0 01R. 656 80.0 65.0 75.5 65.0 80.0 g ^ •• -:a WIDTH DOR FRAME W. WIDTH WIDTH Z o • 09080 39 5/8"(%) 30 -65.0 70.E 65.0 80.0 65.0 69.5 65.0 80.0- _ - p ••III 76"(X%) •36 59.9 � e 80.0 64.6 64.6 65.0 80.0 p Q -J ••• M-3/M 52.6 bafia Y6Q 74.7 60.7 60.7 65.0 80.0 INSTRUCTIONS: / \ S USE CHARTS AS FOLLOWS. J / J •••••• • ••• : 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM •••••• TABLES 1 OR 2 ON SHEET 1. sw L•, • • 2. SELECT SIDELITE AND SIDELITE MULLION CAPACITY FROM TABLE 4. c I N€ 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY \ / ° 12 W TO ENTIRE SYSTEM. 4. SELECT LOCK OPTION AND CORRESPONDING 3 3 MAX. LOAD FROM SHEET 4. vIa a OXXxo j MAX. 5 PANELS It NOTE: w d'6 GLASS CAPACITIES ON THIS SHEET ARE » ° REINFORCING REINFORCING e AS REDD. � AS REOD. BASED ON ASTM E1300-09 (3 SEC. GUSTS) . m- O SEE CHART SEE CHART Oj AND FLORIDA BUILDING COMMISSION o DECLARATORY STATEMENT OCA05-DEC-219 r I' En":JAYAD A14MAp l ° .yli ail CML fNUDUCT NFYISFD _ FIA.A.NPE 70592 w M.Plylsg.wllb 4.RMdV o I 11 G . 538 geMII�RCWe 4eaPl�.ae Na 1S-OIObA g .s B Eglwi-Dote n 8 $ e ` 39 5/8"(X) 39 5/8" (X) tC ' o SIDELITE WIDTH SIDELITE_WIDTH 76" (%X) SIDELITE WIDTH 76"(XX) ` �IU �d---� drawing` no. DOOR FRAME WIDTH DOOR FRAME WIDTH W13-03 SIDELITE TO SIDELITE WITIT DOORS SIDELITE TO DOOR sheet 3- 10 LOCK OPTIONS: In�o _ n' ACTIVE LEAF: ACTIVE LEAF: HINGE'S: SURFACE MOUNT DEAD BOLT LOCK 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 38-3/4" 3-1/2" X 7-5/8` X .122"THK. EXTRUDED ALUM HINGE Z AT 44-3/4" FROM BOTTOM, KEY OPERATED ON FROM BOTTOM PART (IFD-107 BY SULUVAN &ASSOC, • EXTERIOR AND THUMB TURN ON INTERIOR HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS 3 HINGES PER LEAF 0 iFASTENED TO ACTIVE LEAF LOCK STILE WITH ENGAGING AT HEAD AND SIL1. AT 9" FROM TOP AND BOTTOM AND AT MIDSPAN I�w (2) N10-32 % 2`OH MS KEY OPERATED ON EXTERIOR AND THUMB TURN ON (2) #8-32 X 1/2"FH MS INTERIOR (SPACING NOT TO EXCEED 40"D.C.) -. 0- LEVER TYPE METALLIC HANDLE AT 38-3/4"FROM HANDLE FASTENED TO LOCK STILE WITH HINGES FASTENED WITH #10 X 1"FH SMS /ONV a BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE (2) #8-32 X 2"OH MS (5)SCREWS AT HINGE STILE(6) SCREWS AT FRAME JAMB m N WITH (2) N8-32 X 1-1/4"PH MS. CENTER LOCK FASTENED TO LOCK STILE WITH µwI AND (2) (f8-32 % 1/2" FH MS (2) 012-24 X 1/4" FH MS 0:c t " O�AH� CONCEALED FLUSH BOLTS BY'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, INACTIVE LEAF: aG IY ro LOCATED AT 11-1/2"AND 87-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH CONCEALED FLUSH BOLTS BY'REGENT' 0 0. O p8-32 X 1/2` FH MS (2) SCREWS PER BOLT MANUALLY OPERATED LEVERS MOUNTED ON 0 o t O INSIDE FACE.OF STILE LOCATED AT 0: Z INACTIVE LEAF 11-1/2`AND 87-1/2" FROM BOTTOM Q w 7 w a CONCEALED FLUSH BOLTS BY'REGENT' FASTENED TO LOCK STILE WITH LL z Cm- G MANUALLY OPERATED LEVERS MOUNTED ON IIB-32 % 1/2` FH TC MS (2) SCREWS PER BOLT J(ZZ7 rD Q J INSIDEFACE OF LEAF STILE LOCATED AT Q W gl f Ru 11-1/2"AND 87-1/2" FROM BOTTOM 0 FASTENED TO LOCK STILE WITH II8-32 X 1/2" FH MS (2) PER BOLT - s 39 5/8"• 076" 395/8" 76" v v • • V5 / I • / \ • UZ / i / \ 60 (� Z n / •• • / \ Oa / / \ �� CL • • \ \ •�•• \ i \ i / i "I -n •• • ACTNE\ I • aCTNE \ !/I ACTIVE \ ACTIVE\ /INACTIVE �' O p Q In r • •••• • • • z�'r 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D CLASS 3/16`HEAT STREN'D CLASS u+ `g o 090' Interlayer 090" Interlayer .090`Interlayer Soflex Clear And Color Gloss DuPont Butacite PVB DuPont SentryGlos -o By'Eastman Chemical Co.' By'Kuromy Americo, Inc.' By'Kuroroy America, Inc.' 1 0 3/16"HEAT STREWD GLASS 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS o: SILICONE SILICONE SILICONE GE 2800 GE 2600 GE 2800 d '" SILICONE SILICONE SILICONE z � GE 2800 _i .w- GE 2800 z GE 2800 z m v o m y -_- FF vg� 13 20 c� Engr:JAVAD AHMAO rR0DUC7NIKVt5ry I ° CIVIL rmaplyio><wMblAe/M{r R I I I I I I 1 FLA.PE B 70592 0wl ac.* o I CA.N. 530 ykf-IVA No 8y� 19 19 18 IExpintb•Dow v u // ' AT 1/4 POINTS ON UTES I� o GLASS TYPE 'G1' GLASS TYPE 'G?' GLASS TYPE 'G3' 29 WIDER THAN 36"ONLY 2016 lY9hef drgwing no. GLAZING DETAIL AT SIDELITE WI3_ 3 GLAZING OPTIONS sheet 4 of 10 EDGE DIST. - 18Y OR 2AY V _ TYPICAL ANCIIORSo SEE ELEVATIONS WOOD BUCK EDGE DIST. d 'a SEE NOT SHEET I o FOR SPACING -�_ P METAL CONCRETE.° _ �`; STRUCTURE M 1/2" MIN. °iv a EOGf D o� EDGE DIST. 3 THROW BOLT - I. Z • j PENETRATION -CONCRETE ( Q -4J f u nr V c7 V u OJ p �J V 2J ¢ .l N g W g K W N AY W W 0)S rt1S 072 j � �c)F�.t �o� n ,n oq noa - rn V � O 5 r a - TYPICAL ANCHORS �r1 TYPICAL ANCHORS TYPICAL ANCHORS Q'Q M I 22 SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS - ----------------- O�`C Q g FOR SPACING FOR SPACING FOR SPACING (r------------------,� O MIAMI-DAOE COUNTY APPROVED'1 O CLIPPED MULLION I SEE SEPARATE NOA I I Q'� n IL. .11 I� �1 {L 2_pap °n 3 I`--------- 1 .1(51p g WOODBUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN "A05 IMPOSED BY GLAZING SYSTEM w a • • AND TRANSFER THEM TO THE BUILDING STRUCTURE. *00't ° •• TYPICAL ANCHORS m • •••I • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING SEE ELEVATIONS o 0 •I • • FOR SPACING '^ •I� •••• 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 HSI,Fy=155 KSI) 3 Z n • •• I • • INTO WOOD STRUCTURES o F ui •� n a ••••• 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o J O •s•• •co• '• THRU 1BY OR 28Y WOOD BUCKS INTO CONC. OR MASONRY w iO n �� N • ••'w/ d '••t I ••••• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O t- r0 n • ••R ((y�• •••• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) U S� �3L2 r •[� • �•••••• DIRECTLY INTO CONC. OR MASONRY 8 J Z 4 0 • ••• 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 7'n �o :06040 • • • ••• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Oo o s _j 0::***•• •• • ••••• 1/4' DIA. TEKS OR SELF DRILLING SCREWS • • • - SCREWS (GRADE 5 CRS) �-- —J I • • •• INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") • • • INTO METAL STRUCTURES (HEAD/SILL/JAMBS) •s• ''' STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) a ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o $ r - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o I i i i i TYPICAL EDGE DISTANCE u g� a INTO CONCRETE AND MASONRY = 2-1/2" MIN. vO OEM INTO WOOD STRUCTURE = 1" MIN INTO METAL STRUCTURE - 3/4" MIN. JA LUL i l k S I I C N•- � _ WOOD AT HEAD OR JAMBS SG = 0.55 MIN. a II II 22 CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. 1. ' S 5 iI ii oam e � s C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. � 23 s ANCHORS MAY BE HEX OR FLAT HEAD. ^_ Engr.JAVAD AHMAD PNODUCT kICYIYQII 9i ,A CML 00fO1Oplyln-W11♦!Fbob ' - FLA.PE 70592 WEEP SLOTS - C.A.N. s 5-N1's Code � n OPTIONAL T ° vCONCR6TE: ° \ EAanliw DAys u u >z N t O n O U •EOGE DIST. TYPICAL ANCHORS SEE ELEVATIONS 1° p•1 ��,+� drawing no 1/2'MIN. FOR SPACING THROW BOLT PENETRATION DOOR DETAILS 9PERABLE PANEL ' sheet 5 of 10 � 1/4" MAX. /� O 3/8" MAX1113YY OR 2BY . WOOD BUCKS 3 SHIM l\,7-/I �UJ LOAD BEARING SEE SHEET 1 Z mn 2 SHIM TYPICAL ANCHORS °CONCRETE f' H SEE ELEV. OR BLOCK FOR SPACING _� ACTIVE LEAF L c o n r l 1/4' 0 " W 0 22 10 ; d�µ"I lu --- 0 0 ry� o - v TYPICAL ANCHORS z ` H _--_----- ___ ;O; P SEE ELEV. N N ' FOR SPACING 0 CZ�yN_ a W hLO EXTERIOR Z n 7 g a W 0 t1 D.L. OPG. STRUCTURE 36 7/8" MAX. LOCK OPTIONS a LEAF WIDTH SEE SHELf 4 J • • • 39 5/6" MAX. tl m • •••I'T t •' c ••••• • • • DOOR FRAME WIDTH H • • • • Z n •••••� 3 Ow •t••• • • • • 3/8" MAX. $ F Q •• • •••••• LOAO BEARING 0 Of • SHIM d F tD N •••••• •OAD_BEA,R I R•• © *•II••••••• SHIM• • O LOCK OPTIONS „p WOOD STRUCI U O-1••••• • • ••• SEE SHEET 4 SEE NOTE SHE 1 (.1 r • •CktANCHORS '•. 73zhhi_j ni SEE ELEV. • *ACTIVE LEAF INACTIVE LEAF O • Oo¢ J3"m 1.0% f7 jmammo �/(22 • •o (� y • _ _ u e V U. O w p S�m 17 1\iJll TYPICAL ANCHORS UO 7 g 22 g SEE ELEV. D.L_OPC D.L. OPG. FOR SPACING m•� 11 - 36 7/8"MAX. LEAF WIDTH EXTERIOR • 0 0 n 76"MAX. v o a DOOR FRAME WIDTH m u Engr:JAVAD AHMAD I •� a f CML NUDUCT Ni:YrbtD FIA.PE,70592 r 4.OPlSl•twl b 6.II.A& I n OA.N.3538 Nowlq Cndt Ololr.of c 49.0"a"N.15- y SCC I.r�ir.r4.•.l. i.r � Y `�, DOOR llETAILS W13-03 sheet 6 of 10 TYPICAL ANCHORS 18Y OR 7BY SCE ELEVATIONS EDGE DIST, WOOD BUCK _ EDGE DIST. FOR SPACING - - .�q{ <.. SEE NOTE SHEET 1 I •iv^ •.CONCRETE,acc ' �CONCRE E .I : — O a IJ w a o V a a n N O m MP n Q O-� 22 li 1J 16 0 O 7�p v¢. O ZJ 11 #10 X 1/2" Q w u n II THREAD CUTTING o f �1 p MACHINE SCREWS -82,O •• U ® 6"FROM u,i Qz�� d • 1 EACH END • • •••• N R%T MIDSPAN • ••• 28 + NP.MEAD/SILL • • it 11• • •• • •• - - -• : 3/8' MAX iJ • •• • LOAD BEARING H �� 16A SHIM� ( 1 (�,�/t • •• ••• • • I�'I • • • �' 1/4"AIAX•• 2 15 3 Z n • •• ••• •• ••• 4 SHIM-.. 9 2 FU **0 •• • •• I' WITH METAL Q I� R • • • • p -1 I z 0 w • O • • •• u ,., n n (L r- H • of• !. w a ai N I I H n • x W - •••• x W _ ^ ii U wt w } I m • w • J k •• •• ••• o P1/4�- • • W �LocK I1 0 tL C Ntt Q Oo¢.. J •••• 8 r F • W iJ 16A 1J EXTERIOR L— l 36 AF W D.L. OPG. MAX. LEAF WIDTH �v 39 5/8"(X DOOR) o 1h SIDELITE WIDTH 76'(XX DOOR) FRAME WIDTH 1 MAX. DOOR '- 1 FRAME WIDTH iL 1 II TYPICAL ANCHORS II SEE ELEV. II ii FOR SPACING II ^ - 22 II iJ O g n 26 II 'I 1 ' 1 ^ �UJ G g rX0vJC7h11v18YD , x x PROFILE CIVIL LOW Engc JAVAD ANUAD M nnplylapwlD 1►t Ilaeii "g SIDELITE SIDELFTE FLA.PE/N. YaMly Code I r CAN.3 8 MeeplA�ue IN IS-D'1 O , [ap1nlMft Ow u�F s �' + CONCRETE v ::• v , +. CON&RETE a iv drawing no. EDGE DIST. TYPICAL ANCHORS EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS _� W13-03 FOR SPACING FOR SPACING SIDELITE DETAILS SIDELffE SIDEL sheet 7 of��Q ITEM i PART/ RE@D. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS L i 1 T-51493 1/DOOR FRAME HEAD 6063-T6 - 1� p 2 T-51494 2/DOOR FRAME JAMB _ _ 6063-T6 - n 3 T-51503 1/LEAF DOOR TOP RAIL__ _ 0 6061-T6 - Z 13 • 4 T-51492 1/LEAF DDDR BOTTOM RAIL 6061-T6 - tttNppp J 5 T-11502 2/LEAF WEATHERSTRIP ADAPTER 6063-T6 - Q w 1Y a 6 SW-28898 1/DOOR THRESHOLD 6063-T6_ - _ IL o 7 T-51520 I/LEAF HINGE STILE 6063-T6 8� T-51496 1/LEAF LOCK STILE 6063-T6 - 9 T-11500 AS REDD. SIDEUTE SUP ON JAMB 6063-T6 - Q r N m 10 T-115011 d 1/CORNER ASSEMBLY STIFFENER 6063-T6 - V G Z 11 FO-107 3/LEAF BITHINGES (.122"THK.) ALUMINUM SULLIVAN &ASSOC. C& 2 8 13 T-11499 AS REDD. SIDEUTE GLAZIKG BEAD 6063-T6_ - 0 A e 14 T-51504 AS REDD. SIDEUTE BASE ADAPTER 6063-T5 - 15 - AS REDD. SIDELITE REINF, CHANNEL 3003-H14 - Q W 7 LL h w n o 16 T-11498 AS REDD. SCREW _ CAP(OPTIONAL) 6063-T5 - LL Z O E n l • •• 16A - AS REDD. SCREW CAP(OPTIONAL) 6063-T5 - J 2 e1o1 5 w • • • 17 - 2/LEAF 3/8"X 16 THREADED ROD STEEL Q w to f r! • •••• • • • 18 - 2/LEAF 3/8"X 16 NUT •••••• 19 - AS REDD. PVC INSERT • •••• • • • • 20 - AS REDD. ULTRAFAB --- - _-- • • • - • • •••••• _22 PW-101 AS REDD. BULB WEATHERSTRIPPING VINYL - • •••• •••• •• •• 23 PB-8400 _ AS REDO. PILE WITH INTEGRAL FIN W'STRIPPING SCHLEGEL _ • • • • 24 5025 AS REDD. FLUSH BOLTS DELTA IND. 3 Z n •••• •••• •••••• 25 CP-B111 - ENTRY LOCKSET — -_ KWIKSET p w • •••• •• • •••• 26 W8 X 1" 4/CORNER ASSEMBLY SCREWS, FH SELF DRILLING AT ALL FRAME JOINTS o Q • • • • • 27 A8 X 2-1/2" 3/CORNER ASSEMBLY SCREWS, PH SMS - p 0= • • • •• •••• -- w� • •••• 28 /8 X 1-1/2" 2/CORNER SIDELITE ASSEMBLY SCREWS, FH SELF DRILLING • • • ••:••• 29 - AS REDD. SETTING BLOCKS EPDM OUROMETER 80±5 SHORE A n n � a • • • • •••• • • • papa J • ••• SEALANTS: g o n k FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. 0 o moa c O MOUCI kXVLYtD En9r.JAVAD AHMAD r a.pM tw1lk IMe Fkrkh I a CML 13"as Code o F CPE iAN.3 38592 Aetepu..Na%S-O 06.0 n LapinNo•Ow l 4'1e 1 J' .. .I ' 161 y- - ANBrowingno. W13-03 sheet 8 of 10 M1 000 .078 II}�-1,594'�II -'II 1.445 2.125- -n�' 1 .10 .375 fdis .838 746 .688 + Z m 3 z.Zso 1�� --4 p_r +I I --�1 1.494 045 f.312 H W =i f • a I �8 Ory o I-�t.963 O WEATHERSTRIP ADAPTER 16 SCREW CAP ( N ^ 12.125 FRAME HEAD 1.252 JF 2.ts2 I- ® v'g., + Coyyjj 2.250 .838 045 2.000 ®+ n O Q o 8 I I �r Fes-1.897--=I y_. .078 1.963 O Q w N O13 5/16.OLA. I _ SIDE LITE GLAZING BEAD o Z o f vi STEEL PIN Q+ 01 J y W!5 4.000 • 5.638 I I Q W • • .078 4.895 ¢ O+ N 3.375 • • •• • • • • • • � o78 8 I O+ � I _ • ••• �� v • • •- • 1.750 • .875 0+ • • • CC, L] + II • F�1.500� • I� I I ® w � • Z •• FRAME•A1Ne •••• 4.000--�I b 1.813 �1 z.aoo u 3 Z n 000• •••• ••• L p W • • 7so� 7 HINGE STILE 14 SIDELITE BASE ADAPTER a • •• •• ••I14.224� J •• • 0 0 r,ALUMINUM HINGE M�a cnV - .076 • • I .250 V n n m • •• • 8•• • t. t• �3� tO• x.000 2.1391.1 •J.500 • •• • � 1.125 • ••I•• • • • 078.-' 31I � ••• �JII 1.540 816 • - ---moi C---_.-_--� II 4916 4. -- .676 F� Oa 10 LOCK STILE ASSEMBLY STIFFENER O3 TOP RAIL 2.057-1 I�1 I 1.445 t� _S 078 u>> 2.406 L �6 1.125 --4.156 1- n c v- G-- .078 ,N a o N� 5.500 < 6.000 O SIDE LITE JAMB 5.769 .1 z5 fY1t)UOCfkFVNYD ..to1np171e6-w11►ne PIt11� 8. 1d1. ,Cwtt n �2.177� '055 3.750 Eng(:JAVAO AMMO 4tecgenee Nt S-6�dlr, 3 o ' CML Etp7nlfot OYt 7 0 M.PE/70592 s1Y n ` q C.A.N.3538 y Y_ 5 1.375 t N4 ef1Mw a g a o` 5 I I .500 7 Y7 '7 ., 11.750--1 �I .062 I drawing no. F�-4.000�1 16A ,5 W 13-03 OO BOTTOM RAIL O THRESHOLD SIDELITE BASE GLAZING BEAD SIDELITE ALUM REINF. sheet g at�O) Uta 0 / O /�f 26 / 28 / / / r W IAV Q µNI B O 110 o Q W j e N / u Z a3_ • CoJZMI Q we)2 • •• • • •••• • • • • DOOR FRAME TOP CORNI •••• a m • ••RECITE TO V%TTOM CQf A •• SIDELITE SIP ON JAMB CORNER 3 Z n •••• •••• •••••• O w • • $ �< •••• •• • •••• • • • • • Ow • • • •• •••• 10 0_ • • • •••••• 18 r • •••• •• • •••••• S p 3 • • • J Z 1i- vl • •••• • • • ;,� OCA o • • ----- 27 7 �Aas vi 0d 4ao 4N r�to•ucrNavlarn r cemWYlµ..116 Me Aar{y WMIq C� n _ Engf:JAVAD MMAD �argore N�I$"0701p,a w I CMI. C41MIw phy nit F' M.,PE 70592 70592 o n g IYWd o � JN 6 DOOR FRAME BOTTOM CORNER drawing no. LEAF TOP & BOTTOM CORNER " W13-03 sheet 10-f 10