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WS-16-3074Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number ndcw!De or Rept lit•Sfatus: APPROVI Expiration: 05/22/2017 Applicant 174 NW 100 Terrace Miami Shores, FL 1131010230270 Block: Lot: FRITZNER BLANCHET Owner Information Address Phone Cell FRITZNER BLANCHET 174 NW 100 TERR MIAMI SHORES FL 33150-1210 Contractor(s) FOUR BLR DOORS CORP Phone (305)776-2443 Cell Phone Valuation: Total Sq Feet: $ 18,974.00 0 Type of Work: REPLACING EXISTING 10 WONDOWS AND D No of Openings: 13 Additional Info: REPLACING EXISTING 10 WONDOWS AND D Classification: Residential Scanning: 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $11.40 $3.45 $3.45 $3.80 $230.00 $15.00 $15.20 $282.30 Pay Date Pay Type Invoice # WS -11-16-62015 11/09/2016 Check #: 1579 11/23/2016 Check #: 1614 Amt Paid Amt Due $ 50.00 $ 232.30 $ 232.30 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information i accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-na, e, ontcact• to do the work stated. November 23, 2016 Authorized Signature: Owner / Applicant / ontractor / Agent Building Department Copy Date November 23, 2016 1 BUIL r G PE IT APPLICATION Miami Shores Village Building Department NUV 9 ZOlb 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 Y\ INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2010 Master Permit No. klS 1(0- 30 -4- (4 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL El PLUMBING ❑ MECHANICAL ED PUBLIC WORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: VILA LA NAA-) I OO I f {( City: Miami Shores County: L-- Miami Dade Zip: `3'31 S C; Folio/Parcel#: 11 - IC 1 - Cs -2,3 - 02 9-0 Is the Building Historically Designated: Yes NO '`'''''''' Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): I. -1-7_r'1 C c l -e 114, MeV (}Cy PhoneM 505 ) - 39 SO Address: 11"1 NLi) i 0 0 T-e(Y. City: M 1 Alm i ` 1-t OrI S State: F1- Zip: 1 S 0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: FO u( ea ()offs CCYP Phone#:C3�.)\-Icco - p (oQ Address: A S Ik �jt.0 leo( S' - Y et, -E- City: M La 1 I LtKe- & State: Lour ‘CA -O' Zip: Szlo`. "'i Qualifier Name: S 1C1C11-e..1._ U rn (' { Phone#: C-5C)551j1-1-(p- Z`V-V- State Certification or Registration #: rClCI S2Y1nq Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: r' City: State: Zip: Value of Work for this Permit: $ VS�' 14 , On Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration t❑ New ❑ Repair/Replace 11] Demolition Description of Work: "2"e. ACA��-i� I C �,4(,(1 �O)�A:)i V icAri c. c d. OY c) (3) k.)00 -vr i pc S vi -tai' )inac �;c (DMYS Specify color of color thru tile: Submittal Fee $ Permit Fee $ 030 ' (- CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 232 ' 30 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this 0 day of Sign, ure _� %. /� CONTRACTOR The foregoing instrument was acknowledged before me this ( g, 8 - , 20 1(0 , by 0 day of a-. , 20 1(0 , by - I2Vn W ( Gni �F ho is personally known to , 6 (S...v iILQ(�w personally kno to me or who has produced identification and who did take an oath. m'e or who has produced as identification and who did take an oath. NOTARY PU Sign: Print: Seal: C. !MUM WW1 0,94,0 M IA ARR A MY COMMISSION ii F 184276 nnr:° EXPIRES: Dec mbar 17, 2018 q Bonda4Thru 8u4g Notary mice ®FRU ****************************** *** *** APPROVED BY (Revised02/24/2014) * 11 NOTARY PUB.. IC: Sign: Print: as Seal: o�ta. Put, MARAR'' A184276 MY COMMISSIONIAR6 FF „��EXPlRE9: Det;ember 17, 2018 '"'v' Bonde4 m Au4get Notary Services ***xa. r,x***+x **�r**********r**************s*xis** Plans Examiner Zoning Structural Review Clerk 9/26/2016 2/2 iamiShoresilly e 9 Building Department CONTRACTORS' REGISTRATION 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IF CONTgACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ✓ COPY OF QUALIFIER'S STATE LICENCES B.COPY OF LOCAL BUSINESS TAX RECEIPT C. OPY 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. BUSINESS NAME: ficxl( 6I(2_ 3cr. CYP. BUSINESS ADDRESS: ¶R—k' IvA,115 j c C Si— CITY I(al'Yli 1..0 (6 STATE 1 -L zip3 r 1 BUSINESS PHONE: (3O5 )q54 --3.IU0 FAX NUMBER ( ) CELL PHONE Et5L-1 ) WO- - 81(0q QUALIFIER'S NAME: STGn\-e j umnei. QUALIFIER'S LIC NUMBER: CC1 C 152:6 aoq ACORD CERTIFICATE OF LIABILITY INSURANCE kim,...--' DATE(MMIDDrYYYY) 11/4/2016 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER SUNZ Insurance Solutions LLC ID: (Essential) c/o Essential HR, Inc. dba First Star HR 4455 LBJ Freeway, Suite 1080 Dallas, TX 75244 NR ACT Jennifer Hauger PH E FAX �Iv . Ext): 972 404-0295 INC. Not: ADDRESS: iennifer.hauger@firststarhr.com INSURERS) AFFORDING COVERAGE NAIC # INSURERA: SUNZ Insurance Company 34762 INSURED Essential HR Inc., Essential HR II, Inc. dba FirstStar HR 4455 LBJ Freeway Suite 1080 Dallas TX 75244 INSURER B : INSURER c: INSURER D : $ INSURER E : INSURER F : COVERAGES CERTIFICATE 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. LTR TYPE OF INSURANCE INSD VND POLICY NUMBER IMMIDD YEYFYYI (MMIDD E WI UMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS MADE OCCUR DAMAGE TO RENTED PREMISES (Ea Do:wiener)) $ MED EXP (My one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE POLICY OTHER: LIMIT APPLIES JERCTT PER: LOC GENERALAGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE UABIUTY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT ' (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ A WORKERS COMPENSATION AND EMPLOYERS' UABIUTY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? (Mandatory In NH) lips, describe under DESCRIPTION OF OPERATIONS below N / A WCPE00000184 04 WCPE00000184 03 10/1/2016 10/1/2015 10/1/2017 10/1/2016 ✓ PE PATH - E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OP OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101, Additional Rema$cs Schedule, may be attached If more apace le required) Coverage provided for all leased employees but not subcontractors of FOUR BLR DOORS CORP 5743 NW 159 Street Location coverage effective: 10/1/2013 CERTIFICATE HOLDER CANCELLATION 61500013 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Glen J Distefano .r7 ACORD 28 (2016103) 1968-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 32721001 1 1 Master Certificate 1 Todd Trowbridge 1 11/4/2016 8:47:39 AM (CDT) 1 Page 1 of 1 A Rom CERTIFICATE OF LIABILITY INSURANCE DATE MM/DDNYYY 11/04/2016 ) 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 Ileu of such endorsement(s). PRODUCER Q INSURANCE LLC. NW 72 Ave Suite A MIAMI FL 33122 CONTACT Sandy Adana PHO No.Ext) 305-994-9981 FA No): 1800-775-0576 (AIC2531 EDMIL Ss: saldana@q-insurance.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Evanston Insurance Company 35378 INSURED FOUR BLR DOORS CORP 5743 Nw 159 St Miami Lakes FL 33014 INSURER B : 3AA115130 INSURER C : 07/15/2017 INSURER D : $ 1,000,000 INSURER E : INSURER F : X 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 LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY 3AA115130 07/15/2016 07/15/2017 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR NTED DAMAGE TO PREMISES EaEoccu occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GE X 'L AGGREGATE POLICY OTHER: X LIMIT APPLIES JEC Er- X PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 1,000,000 DEDUCTIBLE $ NONE AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS AUTOS SCHEDULED AUTOS NON-OHIRED AUTOS�ED COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ dentDAMAGE (Per PROPERTY $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEN OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N / A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Window and Door Installation (Carpentry- Interior). CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores Village FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD i0 Local :' usiness Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL— DO NOT PAY 7185278 BUSINESS NAME/LOCATION FOUR BLR DOORS CORP 5743 NW 159 ST MIAMI LAKES FL 33014 OWNER FOUR BLR DOORS CORP C/O ISRAEL LA RED PRES Workers) 9 RECEIPT NO. RENEWAL 7466077 EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter BA — Art 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1523069 PAYMENT RECEIVED BY TAX COLLECTOR $45.00 09/13/2016 CREDITCARD-16-053226 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 holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami—Dade Code Sec 8a-276. For more information, visit www.miamidade.gov/taxcollector 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 from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about 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, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER STATE OF FLORIDA DEPARTMENT:OE AND PROF_ESSIONu4L. REGULATION CGC1523069 _. ISSUED:- 98/11/2016 CERTIFIED GENE1 ALC.ONTRACTOR -•SUMNER, .STANLEYABBOTT .EOUR.BLR DOORS,•,OORP • - IS -C'ERT,FIED-under the. provisions of Ch..489 FS. ExpltaUon;date-: AUG 31 -2018. L1608110002527 DETACH. HERE - KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CON.STRUCTIO.N'INDUSTRY LICENSING BOARD The GENERAL -CONTRACTOR.. . Named below IS-'CERTIElED:. Under-the:provisioiis of Chapter 489 -FS. Expiration date:- AUG 31,. 2018 -SUMN.ER,-STANL-EY•ABBOTT - OU.R"BLR-DQORS,- CORP 11467-SW235-STREET :MIAMI' FL 33032 ISSUED: 08/11/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1608110002527 FLORIDA BUILDING CODE 2014 - ASCE/SEI 7-10 - WIND LOAD TABLES -170,175 mph Enclosed Building with mean roof height Tess than or equal than 60 Feet EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 c0 -I5 36.7 39.7 48. 40.1 43.4 53.6 16-20 11.1tM1 44.2 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope Tess than 10 degrees . Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAM I-DADE COUNTY GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-00 PUBIOCATION. • 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVt4,I41 OIsIS REQUSRED• BY THE CITY OFFICIALS. • • • 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced ogstrinolitaving thesize of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For bd l V•489ft exposure B • • • prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever Is greater. Based on the Flirt W' HZ, use • • • • • • Exposure C when building is located in Exposure B • • • • 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and graUtels. Exposure e • • • will apply when exposure D and B do not apply. • • 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distalyiegjejt4rr than 5C15%4 • • • or 20 times the building height, whichever is greater • 7- BUILDING CONSIDERED ENCLOSED - M glazing shall be impact resistant glazing or protected with an impact resistant &: Piag. • • 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH • • • • • 9- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN)• • • 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) • • • • • 11- TRIBUTARY AREA: 10 SQF • • • • • • • • • • • • 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of ties • least horizontal dimension or 3 ft. Roof Slope E N G C O,Inc. Engineering Services - CA 8116 1791 Blount Road - unit 907 Pompano Beach - Florida 33069 (h) Tel: (754) 307-1319 Fax (754) 205-6846 MEAN ROOF LEIGH/ 0n EIGHt pa'- E-mail: Engco@AOL.com a<=BW x0.1 ora<=hx0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 x BW PEDRO DE FIGUEIREDO PE 52609 NOT VALID W/OUT SEAL OCT 19 2016 4/13/2016 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 (AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. miam idade.govleconomy DESCRIPTION: Seri - 01" Aluminum French Doors w/wo Sidelites— L.M.T. APPROVAL DOCUMENT: ' awm_ , .: . -- i elites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number an + .i e ,y i e v ami- a• a nun • t i - m ection. MISSILE IMPAC Limitations: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX door or 0 (sidelite) shall control. 2. All laminated glazing options (glass types, A, B, C, D & E) must have 3/16"HS glass at interior side. 3. 'A" Elco Ultracon (former Tapcon) to be 4"OC into Conc. and 6" into CMU (jambs). 4. ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. • • 5. Applicable Egress requirement to be reviewed by Building official.• • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or log, fly state scries and • • following statement: "Miami -Dade County Product Control Approved", noted herein. • G: Large and Small Missile Impact Resistant • RENEWAL of this NOA shall be considered after a renewal application has been filed anti thhge has tchange • 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 xadicivh or eft:1u to the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eviels, event of any product, .' for sales, advertising or any other purposes shall automatically terminate this NOA. Failuie to cemplywith•any seotion : • 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, lq lgred by the • expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0528.24 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. =';; MIAMI DADS COUNTY APPROVED NOA No. 16-0629.17 xpiration Date: October 18, 2017 Approval Date: July 21, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure 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 Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. 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 fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL- 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12- 0516.02/#11-1013.22) 3. Test report 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,-p4: Along with marked—up drawings and installation diagram of Aluminum olats ving doot.' • • • w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports.140FTL-52h2, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under'fitd' .# 12-5/#11.' 1013.22) •••• •••• • . .. . • C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/1, ct>iiplyi ,g with FBC- 214 (5th Edition), prepared by PGT, signed and sealed by Lynn Mille, P.F. . 2. Glazing complies w/ ASTMS -1300-02, 04 & -09. • • • • • •• • •• • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5' edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. . • • ..• • • . .... • • .... . . .... . . .... . . .... ... • . • . •• • • . • • • . . . • • • • .• .• • . . ..• . .... . . . hag I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E-2 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING O TIONy c 7. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT'6R- , •_ . • STANDARDS USED: • 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION • ASTM E1300-09 • ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM -2010 • AISI-S 100-07/S2-2010 B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. E. 13/16" LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA'S:; ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REF FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. • 1: 0 WWII 11 112" GLASS BITE EXTEWm? 94 1/8" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 1 r 3/16"HS, •• •••• GLASS • • • •• • • •• ••• • • EXTERIOR 3/16" AN. OR • • • VS. GiliSS 1 3/16" HS. • : 430:VLCIN'PRLAYER GLASS • •(DL•POINE 1TAGITE OR • S. FL EI SAFE .090 PVB INTERLAYER IMUM) (DUPONT BUTACITE) GLASS BITE NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED 1/2" GLASS BITE EXTERIOR 1/4" AIRSPACE 3/16" TP. GLASS •• 3/8" NOM. 7/16" NOM. GLASS STACK GLASS STACK • ••• •• • ••• ••• • • • • • • • • 3/8" LAMI NOM. • •: • • • • •• 7/ 16" LAMI NOM. ING OPTION A OR B, Ar. •1 • • • ' •GL44ING PPTION C OR D, NOTE 1 13/16" NOM. GLASS STACK 3/16" HS. GLASS 1/8" HS. GLASS 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE 1 PRODEC r HEM* ot=wdM tM• TloMs Aimse N• it -aa 29.17 IF•rf• lute OeT /?.,2017 1 1 N •‘- 1 0 0 a L- rc U a 1n W 1— J W 0 01) D' 00 ❑ 2 0 Z W LL ELL r0 z°o 0 LL a • Z MN 'Tain Edgy Oz o ao z 7!/ `WI • OYFdN 1:11 * : No. 58705 •,111IIt .�y S3AT OF ts,J A.'LMNN MACER, PE. P.E.# 58705 W ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, )0(0, OXX& OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" H NOTES: REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS X TH WIDTH 3° 37 1/2" ° 71 3/4" O WIDTH DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT 68-793/4 +75.0 -75. Ct-E-BET) - 83 .0 -TES WITH GLASS TYPE A 87 3/4" 91 3/4" 75.0 -75.0 +75.0 -75.0 8° - 95 3/4" +75.0 -75.0 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY CONFIGURATIONS: DP FOR OX, X0, OXO, XXO, OXX & 0)0(0 THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291 /2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/7' 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0. •'75.x.-75.0. +7§,0 a5.g +75.0 -75.0 123/4" +75.0 -75.0 +75.0 -75!0 +75.0.-764i +!45.t1 -'15.$ 275.0 -75.0 19" +72.4 -72.4 +68.5 -68,5, •+6@.Q i -63 j; +ei 11.2 ii9� -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -4,9.9 •+47.2 -47A +441.7 -44.Z • +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 :3512 a- 435.2 -3$•Z 45.2 -35.2; +34.4 -34.4 363/4" +34.0 -34.0 +34.0 ;14.0 • - .0 • . -3*}i0• • +�4.9 r -34.0r 4'34.(1.-34.0 B. 3/8 LAMr(118"-ISS, . , /16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16' LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16' HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 1433/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE = +43.6 / -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE=+43.1 /-43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. PRODUCf REVISED gPPwiri f5e FI.,Ada 'fir No l6 -G62' .I-7 moorE�rir•,{r• and �--r"T Atisb r"dacrCmpol� coO a•0 N 0 0 r A w cc V) w 0_ Z U' ) LL ib o 0 D w m N cnnon 5 0 0.) A LYNN -MILER, P.E. P.E# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 73 1/2" MAX. 36 3/4" MAX. SEE NOTE 4 OX OR XO 109 1/2" MAX. 36 3/4" 36 3i4" SEE NOTE 3.--1--.--- MAX. 1 49 \ 1 9- O \ \ 1 lE E X ) I 4E 0 vi SEE NOTE 4 OXO SEE NOTE 4 B NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THBOUG1110. • 2. FOR HORIZONTAL AND VERTICAL SECTION S�TIC S 4 411515 g. • • • • • • • 3. SIDE LITES OVERLAP 'X' AND 5X DOORS Bl•3/4' WHAN ASSEMIILED10 MAKE'x4,'OX, DXO'XXO', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE 7b:300EtFOION4TIQN1(S E APPLECABILF Y SHEET 2). 5. CLEAR OPENING FOR 'X AND XX DOORS A9 GOLLOWS: (X' DOQkRS = WIDTH - 5.$) (')pc•DOOR = DOOR WIDTH/2 -4.079) 36 3/4" MAX. 33 5/8" MAX. DLO I(TYP.) 143 314" MAX. SEE NOTE 3 PfOMXf REVISED as Wtdieempg Sade tying with des Ib=Ma Emtisa Adapting* No l6 -a.. d25.t? L.Oete e SEE NOTE 40)0(0 SEE NOTE 4 0 B0 G 95 3/4" G �MA/pX. (TYR) 84 3/8" MAX. DLO (TYP.) DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2-11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -3 1/8" j j CV 0 0 07 Z 0 ..Q J W 5LL th g o c S 0 ❑ CERT. OF AUTH. #29299 A. LYNN MILLER. PE P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • 0 DUCt REV As complylag wit* *wan Code E1�, 0 �Ii �� EXTERIOR INTERIOR EmAtif on Dnh 16 1 Q I t'7 •� .. air` Ft'aY gh'detCosits\ �1 `t Ii T�irYlI4 1 Drawn J ROSOWSKI r 0 Dexrtauon: VERTICAL SECTIONS TfN& ALUM. FRENCH DOOR & SIDE LITES, IMPACT aLL mOC�I 0 so 6� CLEAR-COLOREDi!1Iflifli SEALANT /�� (: AT HEAD/JAMB AT SILL/JAMB O 1 Drawing No. 11005-1 EXTERIORINTERIOR o O 1 ® 1 l� ic H Z MAX. MAX MAX. MAX. SIDECD S a G ka DLO DOOR DLO � n LITE HEIGHT HEIGHT rc 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AVTH. #29296 gi 1,-,....,-... SL VIEW G -GL ASSEMBLY 0CORNER • • • ••• • • • 61 • . A 4 lc A. LYNN MILLER, P.E. P.E# 59705 0 • • • • •• 0 in, ir._di:419 • • • •• /7u 11 DOOR • SECS /;-A ••• : •• • ••• • • •• ••• FL SECT. B -B ® • • . . •• • . • • • VERTICAL[,• ;• •�• •�• .• • ••VERTICAL ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4'TtODUC r REVISED ✓i ..AWsieq *lb nm Florida +sem Amaraties 441444-1 $. Mt to* ► ttco.,,d 'XX' SECT. C -C HORIZ. MAX. SL WIDTH 'X' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) itrrtid,. ( Ow uaw- IA1__ ••,, •• •••lk • . __• DLO 66 62 SL SECT. E -E ' HORIZ. (DOOR W/ SIDEJJYE); • • • • • • • • • • • •• • • • •• SEE TABLES 1 AND 2 AND NOTS ON SHEETS 1 & 2 At'PIeILITY•.• • • •• • • • • • • • • • • •• •• • • • • INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) rc Eu- 0 o 0 W 0 Ato co Z 0 A. LYNN MILLER. P.E P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • •.• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • MEM 0RN08 P0T8 DESCRIPTION 1 9438 80411 FRAME HEAD 2 1010 80300 WSTP.,Q-LON .180 X.375 HIGH 3 7070 87070K BULB WEATHERSTRIP .187 X .300 HIGH 4 955 7955X FLUSHBOLTSTROKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 8 958 7958A FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT -MELT BUM 7 7832X12FP)4' #832 X.500 PH. FL MS - S.S. TV/SILICONE PATCH STRUCTURAL 8 995 70895 GASKET (BE1WEEN THRESHOLD & FRAME JAMB) �1 SILICONE 41 3116" NOM. 9 898 70&�J6 GASKET (BETWEEN HEAD & FRAME JAMB) STRUCTURAL 1/4° NOM. FOAM 10 852A 6833016 FILLER HEAD ADAPTER POLYISOBUTYLEN WITH�r11 11000 8N000M OUTSWING THRESHOLD WITH DESICCANT DESICCANT rr12 Rev. Date: Revision: Drawn By: F 05/05/16 ADDED SPACERS. J ROSOWSKI Rev. Date: Re,.,: Dram Dater 04/04/12 DeaaJyNora . PARTS LIST >ra« ALUM. FRENCH DOOR & SIDE LITES, IMPACT _ Series/14e* Seale: Sheet Drawleg No. Rev. FD -101 NTS 6 OF 10 11005-1 F 1670 871870WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) 13 110040 611004MOUTSWNG THRESHOLD CHANNEL COVEREXT. GLASS 4000 14 110010 4110010ACETAL SPACER .065 (INHOUSE INJECTION MOLDED),�15 11002A 4110020ACETAL SPACER .095 (84I(OUSE INJEC11ON MOLDED), 16 110030 4110030 ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 9150 80380 FRAME JAMB (OUTSWING) 21 1010 80300 WSTP.,Q-LON .190 X.375 HIGH INT. GLASS INT. GLASS 22 8808 66808M REINFORCEMENT, 1.000 X27550 X0.850, 8061-75 23 1140 78X112PSAT8 iW X1.500 PH SQ A T/S 24 1048 71048 JAMB SCREW COVER CAPKODISPACE SUPER 25 830 41721N STRIKE PLATE INSERT 60 4SG TPS 61 SPACER®NXT'"" 28 1118 7100(34PFA #10 X.750 PH. FL SMS 27 7070 87070K BULB WEATHERSTRIP .187 X.300 HIGH 30 91OD 6910 DOOR PANEL, TOP 8 BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,8 #1O X.625 PH. FL SMS ALUMINUM 34 913A 80378M TRUSS CLAMP 35 1130 6TRODA 5/1648 THREADED RODREINFORCEMENT POLYISO- DESICCANT FILL AREA 36 880 7990NUTA 5/1618 FLANGED HEX NUT � -\ 4� BUTYLENEBUM 5/16"NOM. 37 814A 60379M WEATHER81RIP CHANNEL ` 5/16" NOM. SEAL ��I°+ 38 7834FPT #8 X.75 PH. FL TEK & O' SILICONE SEAL 39 597 70997 GASKET (BE1WEEN PANEL HEAD/SILL & PANEL STILES) DESICCANT ROLL -FORMED 1 40 1023 878240 W91P., .187 X.250 HIGH, FUI8EAL FOAA4, STAINLESS STEEL 10 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 11452 7P00 W #8X.800 PH FL SMS TYPE KSEXT. GLASS 43 1212 7P30:30 0 SILL DUST PLUG (INACTIVE PNL) EXT. GLASSAI ij1i 44 8830 6983 8983 DOOR PANEL ASTRAGAL 1 (OUTSWING) � 45 9840 6884 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 80200K WS1P.,Q-LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) INT. GLASS INT. GLASS 48 1139 7834F #8 X.750 P11. FL 8048 49 982 FD2PTAY 2PT. LOCK ASSY. DURAS EOL® XL EDGE 50 8818008 RUBBER SLEEVE O O 51 930 41721 STROKE PL INSERT (INACTIVE PANEL) SPACER SPACER 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710)O4PFA #10 X.750 PH FL SMS 54 957 70557X HANDLE STRIKE PLATE 55 1118 710X34PFA #1O X.750 PH FL SMS 80 920D 6820D SIDELITE HEADER Part# Description Material 1070 TECHN N. VEMCE, P.O. BC NORMS; 61 821D 6821 SIDELITE SILL 62 91813 60381 SOOEUTE JAMB 80 Kommeding 4SG TPS Spacer System 83 1155 781POA #8 X 1.000 QUAD PN. SMS See this 64 988 7998 HEAD GASKETS (STOCKING#70998) 81 Quanex Super Spacer nXT with Hot Melt Butyl for 85 999 7999 881 GASKETS (STOCKING #70999)Sheet 82 D Quanex umseel Spacer 66 934A 61811M #12X1 00 ET • • • • • • • Materials 67 SHEMB METAL SCREW • • • • • • 83 Cardinal XL Edge Spacer 70 712651K SETTLING BLOCK, 3/32" X 1/4' X1' W/PSA • • • REFERENCE TEST REPORTS: FTL-8717, 8966 & 8970 71 71287K SETTING BLOCK, 1/16" X 1/2' X 1" W/PSA • • • • 72 4222A 64222 BEAD, 7/18' • 73 988 6988 BEAD, 318" •• ••• •• • • • •• 92 088 64888 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXLRUDED BEAD)_ , -...e _� 84 GLAZING SILICONE, DOW 890,883 OR EQUIVALENT - ' /" 1 p j�„ 95 GLASS, 3/8"LAMI- 118" A, AO PVB, 3/18" HS ••• ••• ••• •.t0/J 98 GLASS, 3/8" LAMI - 1/8° HS, .90 PVB, 3/16' HS ••• ••• .•• 97 GLASS, 7/16° LAMI - 3/16" A, .90 PVB, 3/18' HS • • •• • • • • • • • GLASS, 7/16' LAMI - 3/16" HS, .90 PVB, 3/16" HS }� • • • •88 102 11008A 141108A ACETAL SPACER .285 (INHOUSE INJECTION MOLILGFI'7 I}EMS # 17-19128, 29,66-59, 88, 69.74-79, 8•/-91 & 99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. ' 103 OFF -THE SHELF DEAD BOLT LOCK A. LYNN MILLER' PE. P.E.#58705 • • • • • • • ••• • • • • • • • • • • • •.• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 1.750-� 4.626 4.000 .062 DOOR PANEL 30 TOP & BOTTOM RAIL 6063-T5 4.726 4.100 31 .050- 1 Q FILLER HEAD ADAPTER 6063-T6 3.000 -+-1.750 DOOR PANEL SIDE RAIL 6063-T5 4.726 4.100 .750 TRUSS CLAMP 6063-T5 3.100 -+-1.750 4.675 DOOR PANEL INTERIOR ASTRAGAL 6083-T5 -.558 .050 .683 3/8" GLAZING BEAD 6063-T5 4.675 f 1.750 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 .683 .050 7/16" GLAZING BEAD 6063-T5 .489 OFRAME HEAD 6063-T6 11 OUTSWING THRESHOLD 6063-T6 5.212 -+1.480 3.000 +1.578 .890 -x.050 DOOR FRAME, JAMB 6063-T6 .050 3.000 2 SL JAMB 6063-T6 SL JAMB 66 ADAPTER 6063-T8 .050 1.620 II 1 .250 I-- 37 WEATHER STRIP CHANNEL 6063-T5 2.125 0.375 .125 32 HINGE 6063-T5 .172 .050 .683 1.092 74 IG GLAZING BEAD 6063-T5 .504 W360 .055-•-{h-t OUTSWING THRESHOLD CHANNEL COVER 6063-T6 2.750 f 1.000 125- 2Z TUBE MULL 6063-T5 PRonuC f R>EVLcm bcd whh me PtoNd& pina.complyieg I D5te �IfC�T nii,�n� mac, N O v A 00 Z 0 0-- 'W Zo • 0 L1 07 Z 0 r 111 IZ G N m N A.5.1;3; 0 mo to uF d0 pZ z m 1 A. LYNN MILLER. P.5. P.E.# 58705 ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • HEAD ZONE "C" JAMB ZONE "A° SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD NE r � �ZONEE „F"�ZOENE { 1 JAMB ZONE "B" OX0 JAMB ZONE "B" I SILLI- OI NE 1 ZONE F" t ZONE "E" SEE TABLE 7., SHT. 9 "E" ZONED"hZONE D" I SILL 1 SILL } ZONE °D" ZONE "D" SEE TABLE 4., SHT. 9 HEAD HEAD ZONE "E"I O 1 SILL ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD rZONE "D"-1—ZONE "F —rZ ENE ANCHORAGE SOLUTIO JAMB ZONE "A"-1 OX( f JAMB ZONE "B" / SILL^ • 4,. JLL• 4 ZSILLONES} I SEE•BLE 7•,SH1.9•• • • • • •• ••• •• •• • . • • • • • • EXAMPLE OF ANCHORAGE FOR A 71 3/4" x 83 3/4" ')DC DOOR, • • • • • WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) I ZONE HEAD HEAD JAMB ZONE °A" XO OR OX 1 SILL 1 SILL ZONE "D" t ZONE "E"� SEE TABLE 8., SHT. 9 HEAD x = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. { JAMB ZONE "B"� LENE� ZONE "F�ZONE"F"ffZ 0)0(0 ENE ANCHORAGE SOLUTIO '1111111 FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND ro "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. o PLUS; gm B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: III I SILL I-ZONE�., SILL TOTALS (4) TYPE 1 OR 2 ANCHORS * * * ILL 1 EACH JAMB AND 2+5+5+2 = (14) 1SILL ,_ ZONEA TYPE 1 OR 2 ANCHORS AT HEAD SEE TABLE 7, SHT. 9 "E" AND AT SILL. NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCQNS 2 1/4" ELCO 584 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FaLLQWS kMIN. Cl tO tc1NCREE1,%" l I@.•O.C. FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 2S 1/8, MAl[. O.C. • • • • • • HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, dk pAX.3(2OIth A,4TIVIL. (•4ENTERS:/JID 2Q j/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNSH6 AND ea 3/4" MAX. O.C. • • • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. * =ANCHOR LOCATION FOR EXAMPLE ABOVE N PRODUC r REVISED as ces,plyleg whk the Floehls heading rade Aece5peeee No i6 -151?29. I -r EspMaWa Arte I6I(gl11 co 0 co aO w 1 U 0- 2 1n Lu 1- J w N oj 0 0 x U z w D' LL LL U 0) 0 w O 0 �w a m 0 A LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3. X DOORS TABLE 4. XX DOORS TABLE 5.0 SIDE LITE TABLE 6. XO & OX TABLE 7. OM XXO, OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO & OX) & OXXOPERDUEf REVISED sa,x,."g.L.. LB, A, 8, D, E 1. 1!4" ELCO TAPCONS =Ai LL -v --....- GLASS TYPES C, 0, E GLASS TYPES A, B. C, 0, E GLASS TYPES A, B, C, 0, E GLASS TYPES A, B, C, D, E GLASS TYPES 0, ANCHOR TYPE,_ & SUBSTRATE - -._ 2.3. WO 1,2, CONC CHOR TYPE UBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 23 WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 23, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES "X' - 25.50 X- HEAD/SILL "C" X - HEAD/SILL "F' (USE W1 TABLE 7.) X - JAMB"A" -_. I X- HEAD/SILL "F" (USEI W / TABLE 7.) "XX" - 47.75 XX - JAMB"A' XX - HEAD/SILL "O"(USE ALSO W1 TABLE 6.) XX -JAMB "A" XX - I-IEAIYSILL "MUSE ALSO WJ TABLE 8.) XX - HEAD/SILL "F' (USE W / TABLE 7.) "0" - 10.75 0 - HEAD/SILL "E" '7C - 25.50 O - JAMB "B" O-FEAD/SILL"E" O . JAMB 13" 0 - HEAD/SILL "E" X - HEAD/SILL "D" X -JAMB "A" "X' - 25.50 IX,XX - HEAD/SILL "F" IX,XX - HEAD/SILL "F" 3. #12 SCREWS (G5) TO 37.50 - "' TO 71.75 A _ TO 36.75 m w TO 37.50 ,:t TO 37.50 )OC - 47.75 TO 71.75 m `L �� m - 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE Description: ANCHOR QUANTITY LOAD ZONE TABLES Ste: ALUM. FRENCH DOOR & SIDE LITES, IMPACT Banes/Model: Scale: Sheet: drawing No. Rev: FD -101 NTS 9 OF 10 11005-1 F WIDTH x HT. X = X WIDTH x HT. z $< m , WIDTH x HT. m o m a o c ¢ o SIDE W UTE uTH x Hr. g m 6 ¢ = x X SIDE LITE WIDTH x HT. m 7 o t1 , o CO ¢ o q , o SOLUTION ON SHEET 8. 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 4 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 10.75 x 79.75 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 4 2 83.75 4 2 4 2 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 4 2 87.75 4 2 4 2 91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 4 2 91.75 4 2 4 2 95.75 6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 4 2 95.75 4 2 4 2 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4 2 4 2 83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 4 2 83.75 4 2 4 2 87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 4 2 87.75 4 2 4 2 91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91,75 4 2 4 2 91.75 4 2 4 2 95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 95.75 4 2 4 2 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 4 2 19.00 x 79.75 4 3 4. 2 83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 83.75 4 3 4 2; 87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 4 2 87.75 4 3 4 2 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 4 2 91.75 4 3 4 2 95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4 3 4 2 95.75 4 3 4 2 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 4 2 21.75 x 79.75 4 3 4 2 83.75 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 83.75 4 3 4 2 87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 3 4 2 87.75 4 3 4 2 91.75 6 2 8 4 2 5 91.75 8 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 4 2 91.75 5 3 4 2 95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 4 2 95.75 5 3 4 2 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 4 2 27.75 x 79.75 5 3 4 2 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 4 2 83.75 5 3 4 2 87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 4 2 87.75 5 3 4 2 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 4 3 91.75 6 3 4 3 95.75 7 3 10 4 3 5 95.75 7 8 10 4 3 5 95.75 6 2 4 2 95.75 6 3 4 3 95.75 6 3 4 3 35.50 x 79.75 6 3 8 4 3_ 5 67.75 x 79.75 6 5 8 4 3 5 38.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 4 3 36.13 x 79.75 6 4 4 3 83.75 6 3 8 4 3 5 83.75 6 5 8 4 .3".5 • •: : 41,7% •6• D :4 • •3• 83.75 6 4 4 3 83.75 6 4 4 3 87.75 6 3 8 4 3 5 87.75 6 5 8 4 •3• 5 • 000.79 70 d• 4• 3 87.75 7 5 4 3 87.75 7 5 4 3 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 •5 •• • 9•.75, 7. ••• • 4 •7, 91.75 7 5 4 3 91.75 7 5 4 3 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 6••• •9.75 •7 13 •4 • •3 95.75 7 5 4 3 95.75 7 5 4 3 37.50 .- 5 6 3 8 71.75 x 79.75 8 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 4 3 36.75 x 79.75 6 4 4 3 83.75 6 3 .' 3 5 83.75 6 5 9 4 3 5 83.75 6 3 4 3 83.75 6 4 4 3 83.75 6 4 4 3 b, 677 7 3 10 4 3 5 87.75 6 5 9 94. •3 • •8•/.74 •7• 3• ta• f:• 87.75 7 5 4 3 87.75 7 5 4 3 gi` 6 91.75 7 3 10 4 3 5 91.75 7 6 10 •4•,,3 : : •9.1.7t 7: i 3• 91.75 7 5 4 3 91.75 7 5 4 3 95.75 7 3 10 4 3 5 95.75 7 6 10 4 03 8 1 • • 96.79 7• 3 i •• 3•• 95.75 7 5 4 3 95.75 7 5 4 3 • • • • • ♦ A. LYNN MILLER, P.E. P.E.# 68705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK,NOTE2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2OR3, NOTE 1 1 3/4" MIN MIN E.D. 1 3/8" TY 1 3/4' TYPE DOOR HEAD (WOOD) D 1 3/8" 1/4" MAX. SHIM 1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGG CENTERS, NOTE 1 EXT.1X u R 1/4" MAX S. 1. 4 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 HEADCONC u4" ( ) 1 3/:� 111111/111111111101. ■_ •I�11II1111111111111111n 9 3/4"" MIN. E. 1.5 KSI MIN. CMU 3.4 KSI MIN. CO' IV OD BUCK, NOTE2 DOOR JAMB (WOOD) DO EXT. •- 1 3/4' MI JAMB (CONC WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTES: CONC. ANCHO OTE 1 NOTE 1/4" 4 2X WOOD BUCK NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK NOTE 2 1 3/8" MIN. EXT. ipso Fill1/4" MAX. SHIM em WOOD ANCHOR it TYPE 2 OR 3, PE 1 OR 2 (CMU) NOTE 1 PE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) TYPE 2 (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1/4" MAX. SHIM 1/4" MAX. SHIM 1 3/8" TYPE 1 (CONC) 1 3/8° MIN. . T 1 3/4" TYPE 2 (GONG) MIN. E.D. 1 3/4° FAIL E{4,, 1 3/4° MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1 /4" MAX. SHIM CONC. ANCHOR, NOTE 1 al MI 2X WOOD BUCK NOTE 2 SIDE LITE JAMB (WOOD) EXT. EXT 13/8" PE 1 1 3/4" PE 2 1 3/4" k 3.4 KSI MIN. CONC. N. E.D. OOR SILL (CONC) •• •• CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 20R3, NOTE 1 WOOD ANCHORTYPE2 OR3,NOTE 1 V i� 13/4 ATELPIN„,.I =II' 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. 1X WOOD BUCK NOTE 2 EXT. SIDE LITE JAMB (GONG) CONC. ANCHOR, 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK NOTE 2 -t SIDE LITE SILL (WOOD) • • • • • • •• •1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE CO • e " ONLY MIAMFDADE•COUNiY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 318" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUNpISTAIC*R:MrElrler ANCUOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, 05 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLE)lANCHOR9 EMBEIDDED 1 3/& WOE 2). 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER NIASfgRIAC8 NOT le(UIleb. IF UStD,•NONVIRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE EILL THAT IS NOT•FIGHT41O THE SUB6TRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETI/JrEN'- GtOVT LLN[=WQOLTSUFfjRAT:, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •• • • • • • 3.4 KSI MIN. CONC. , . 1 3/4" MIN. E.D. SIDE LITE SILL (CONC) 1 /4" MAX. SHIM 1 3/8" TYPE 1 _.1 3/4" TYPE 2 PROBUCP REVISED as eomptyJg with the Florida bodies Dodo amphora Ea Date d T LeiII 2Dt d1!r-Iv•:':^et CooSed co 0 II O Ls 0 1 1 z LL x°o O 10 0 IZ O 0, N 5 A. LYP.E# NN.MILLER.58705 P.E. ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 a ; h the Florida Building MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 3152590 F (786) 3I5-2599 www.mia mi dade.gov/economy c u . ing the High Velocity Hurricane Zone.- _SCRIPTION: Series "SH --700" Aluminum Single Hung Window — L.M.I. APPRcV ® o = ,- i • i .. .. - w, pact", sheets 1 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 Noti Product Control Section. ,. . • St . • • 11 SSILE IMPACT RATING: Large and Small Missile Impact Resistant. • s at•Qr logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Appfdved", unlace otherwise • noted herein. • RENEWAL of this NOA shall be considered after a renewal application has beenailed and there has been no change in the applicable building code negatively affecting the performance of tAis product. •••••• TERMINATION of this NOA will occur after the expiration date or if there has been revisi n ar change in the materials, use, and/or manufacture of the product or process. Misuse of this NO.A as an endorsement of any product, for sales, advertising or any other purposes shall automatically terininatP this I1OA• Failure to comply with any section of this NOA shall be cause for termination and removalpf NOA. • • ADVERTISEMENT: The NOA number preceded by the words MiamiDade•Cotrnty, 11.8019„ and followed by the expiration date may be displayed in advertising literature. If any portion of tie VOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 15-0519.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 Page 1 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 Fk3C, 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 anpluoi.num single hung window, with fin frame, prepared by Fenestration Testing Laboratorf, Report No. FTL-4957, dated 10/03/06, signed and sealed by Eglygiihlo Largaaspada, • • 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 201-9d • • •w 3) Cyclic Wind Pressure Loading per FBC, T4.S 203-94 • along with marked -up drawings and installation diagram of at aluiinuni:sirigTe window, with fin frame, prepared by Fenestration Testing 1.aboratory, •Inc„ Test • Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both'Aigried and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.07-0322.06) Manuel Per , ' E. ,.. Product Control E = ' er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-1 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 NOA No. 05-1018.01) 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., Teat Reports No. FTL-4947 and FTL-4650, dated 08/11/05, both .gned and sealer by Edmundo Largaespada, P.E. •• ' • • (Submitted under NOA No.05-1018.01) • • • •• 7. Test reports on:.1) Uniform Static Air Pressure Test, Loading ile.r.BC TA454Q2-94 , • ..2) Large Missile Impact Test per FBC, TAS 2410-4' '. • • •' 3) Cyclic Wind Pressure Loading per FBC, T*4 S -94 :. • • • • along with marked -up drawings and installation diagram of art Watlainum slfl ?e hung • window, with fin frame, prepared by Fenestration Testing Lalaorato3Y, Ins., east • • Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and 8f['by • • •• Edmundo Largaespada, P.E. • •• • • (Submitted under NOA No.051018.01) • E-2 .• • Manuel P 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 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FEC -5th Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous 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-5th Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous 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 under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, litFL-;1958 ut J'L- •, � 5063, issued by Fenestration Testing Laboratory, Inc., dated 1 Qim'31at, signed •and • • sealed by Edmundo Largaespada, P.E. •••• •.•• • • (Submitter) under NOA No. 07-0322.06) ' • 4. Laboratory compliance letter for Test Reports No. FTL-4649, Ir;1723.fT41-4947, • fi' FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration?eSting Labdfftbry, • °' • : • Inc., dated 08/10/05, signed and sealed by Edmundo Largaespa. • • ' Largaespada,:. • (Submitted under NOA No. 0S-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 Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. E-3 Manuel Pe E. Product Control Eer NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2 6° LAMI CONSI 0-:O:I w� B. 5/18" LAMI CONSISTING OF (1) LITE OF 1/8° 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 (BY EASTMAN CHEMICAL COMPANY) C. 6/16" LAMI CONSISTING Of (2) UTES 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 3/16° 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) UTE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .090° KURARAY BUTACITE°PVB (BY KURARAY AMERICA, INC.) OR .090° SAFLEX ° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090° SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 0.13/16" LAMI 10: (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 .090" KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16° LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) UTE OF 1/8" 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 (BY EASTMAN CHEMICAL COMPANY) I. 13/16" LAMI 10: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 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) J. 13/16° LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH A .090" KURARAY BUTACITE PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16° LAMI IG: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE° PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13/16" LAMI IG: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090° KURARAY BUTACITE°PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAMI 10: (1) LITE OF 1/8° ANNEALED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY BUTACITE°PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) TING OF (2) UTES OF 1/6" ANNEALED GLASS WITH A .090" KURARAY BUTACITE°PVB (BY KURARAY AMERICA, INC.) STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 6Th EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION 'ALUMINUM DESIGN MANUAL, ADM -2010 •AISI4100-07/S2 2010 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4 HORAnr• TWE q. 113%SS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649.1 TL -4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SIj7t0 ALM IEFFRPID et 4s $t174. • • • • • •• . • • • • 9. THIS PRODUCT HAS BEEN DESIGN)tla & TE52ED:FO:0I':PL: WIC A =HE 12UIREMENTS 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. • ••• • • • •• • • • • ••• ••• • • ReusdBr Them 05105/!6 R" tom • • • •• • • • ADDED SPACERSHT SHENT2 • Naval Bp Dabs Roast= • •• • • • • • •• • • • • awn RevUlo'n• roamer FJC 9/1105 cfe•alBr J.J. X3107 • • 1070 TE10110LOGY DRIVE N. VENCE• FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST GENERAL NOTES tea ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better BxWsax.r 511700 Soft NTS m 11 4040-20 F NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 PRODUCE REVISED as cemplyieg with Om Florida AcN t6 -a ea.nDate ,.� tl l l l li irt,, •• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8" ANNEALED OR HEAT STRENGTH .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGT 5/16° NOM. 5/16" LAMINATED GLASS (0,81 or 8 O 1/2" NOM. GLASS BITE NED GLASS ENED GLASS 1/2" NOM. GLASS BITE Parti Description MatertaI 71 Kommeding 460 TPS Spacer System See this She73 Mater for etedals 72 Quanex Super Spacer nXT with Hot Melt Butyl Quanex Duraseal Spacer 74 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8988 & 8970 3/16°ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS (3,84 or 8� 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18° LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI (6,87,88 or 9) STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS SILICONE KODISPACE 79 4SG TPS STRUCTURAL SILICONE 1/4' NOM. FOAM WITH DESICCANT EXT. GLASS INT. GLASS • • • HOT -MELT BUM 3/18" NOM. cJEXTERIOR INTERIOR[ (ALL SECTIONS) "PVB" _ KURARAY BUTACITE• PVB INTERLAYER or SAFLEX®PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 3/16°ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/8° TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI (9,90 or 9) BUTYL & DESICCANT FOAM EXT. GLASS • • ��f�i •I�'I�GL�SS • • • • SUPER ---sI•SPACER®NM' Tm •• • • • • • ALUMINUM REINFORCEMENT 5/18' NOM. INT. GLASS 7 DURASEAL® SPACER ••• ••• • • POLYISO- BUTYLENESTAINLESS STEEL SEAL ROLL -FORMED �l DESICCANT FILL AREA 5/18" NOM. SILICONE SEAL EXT. GLASS 74 XL EDGE" SPACER INT. GLASS Raid 81, JR Ds* BS/05/18 • ADDED SPACER" • • • • • • Rene 60 Dots: • •• • • • • • • •• • • • i Rws4 BF Dew om ar FR. 0/1/06 Chaimdar J.J. X07 • 1170 TEI0LOBY DRIVE N. VF#110E, FL 34276 P. BOX 1526 NOKOMIS, FL 34274 • , . 0 • • • •_•_• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 0• •• • • • •0 •• •00 • • • 0•• • • PGT GLAZING DETAILS n8n ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Batter firrixIMArt SH700 Full ascot 2 of 11 amnia 4040.20 F NOTE: LAMI 10 OUTBOARD LITES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. PRODUCT REVISED as complying with ate Florida Building Code Acceptamm Pot .' O t /�-, Ufa" irot., Date ! "i/{<StYli �i /L•'/' s� •11 By a Miami de Product Coa •merle_ •: u• • t A. LYr4I MIA ER, P.E. FL P.E.# 58705 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH 60" GLASS TYPE =ON A,B,M +80,0 -80.0 -80.0 TABLE 1. WINDOW HEIGHT 66" 68" 70" 0,0 +80,0 -80.0 -80.0 +80.0 +80.0 -80.0 -80.0 +80.0 +80,0 -80.0 -80.0 72" 74" 76" +80.0 +80.0 -80,0 -80.0 +80.0 +80.0 -80.0 -80.0 +80.0 +79.0 -80.0 -79.0 62" A,B,M +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 63 1/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -78.9 +75.4 -75.4 +74.0 -74.0 UP TO 63 1/8" C,D,E,F,G,H,I,J,K,L +80,0 -80.0 +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80,0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 2. TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 60 6/8" 63" 72" 74" 76" 48" 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 60" A,B,M +80,0 -80.0 +80,0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B,M +80.0 -80.0 +80.0 -60,0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -88.8 +87.6 -87.8 631/6" A,B,M +80,0 .80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +88,0 -68.0 +68,7 -88.7 +85,5 -85.5 UP TO 63 1/8" C,D,E,F,G,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 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WIDTH GLASS TYPE TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH 76" FLANGED AND 75" INTEGRAL FIN) 171/8" 2211/16" 28 3/16" 33 3/4" 39 5/16" 4413/16" 60 3/8" 6616/16" 631/8" D,E,F,J,K,L4Q +80,0 I -80.0 +so.o) -80.0 +80.0 I -80.0 +80.0 I -80.0 +70,0 1 70.0 +70.0 I -70.0 +70.0 I -70.0 +70.0 I -70.0 GLASS TYPES: TEST REPORTS TABLE 4. 144.,1/ LAMI - (118"A,.090,1/8"A FTL-4847, 4548, 4723, 4967 B. 5/16" LAMI - (1/8' ,.090,1/8"HS) FTL-4647, 4648 C. 5/18" LAMI - (1/8"HS,.080,1/8"HS) FTL-4847, 4648 D. 7/16" LAMI - (3/16"A,.090, 3/18"A) FTL-4645, 4885 E. 7/16" LAMI -(3116"A,.090,3/16"HS) FTL-4645 F. 7/16" LAMI - (3/16"HS,.090, 3/16"HS) FTL-4645 G. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/18" LAMI - (1/8"A,.090,1/8"A) FTL-4646, 4723 H. 13/16" LAMI IG - 1/8" T, AIR SPACE, 6/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4646 I. 13/18" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1/8"HS) FTL-4646 J. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3116"A,.090, 3/16"A) FTL-46449, 4650 K. 13/16" LAMI IG - 1/8" T, AIR SPACE, 7/18" LAMI - (3/16"A,.090, 3/16"HS) FTL-4849, 4650, 4968 L 13/16" LAMI IG - 1/8" 7, AIR SPACE, 7/10MI! rJ%`�6"h=S,.a90,•3igfj Hyl} : • • • FTL-4649, 4650 M. 13/18" LAMI IG - 1/8"A, AIR SPACE, 5/11%,.AMI 1111°A4,119; 11:"A; : • f • • FTL-5063 HT. "0" MEETING RAIL °X" S1SH W HT. MEETING RAIL NOTES: 1. WINDOWS WITH THE LOW Sills OP1 LORE h141ITED•TO Ar0$ITIIEASIGN 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 126/8° MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G, H, i NefilW 413! USED IIlSIASH ®NLY • • • • • • Remwnx • • • • • RetmORp Pae: • • • •• • • • .• • _ Realer ON= ReeSfunx Reams • • •• • • • • •• • • • • • • tam er FJL 91/05 tae°Iadlif J.J. 2/23107 • 1070TEQiNCLOGY DRIVE • N. VL.I!E, FL 34270 P.O.139X 1929 NOKOMIS, FL 34274 DESIGN PRESSURES WHT. MINUS SASH HT. SH tore ALUM. SINGLE HUNG WINDOW, IMPACT Vistbly Better ealesdfake 811700 NTS 3 a 11 4040-20 F PRODUCT REVISED as complying with the Plosides Building Code Acceptance Pto IG• o 14. .... tuition DatefF1)7�fy.•I e Product Cu Pifiz A. LYNN MILLER, P.E. FL P.E.# 58705 wow • • • ••i • • • • • • • • • • e • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 49 5/8° MAX. FIXED DLO (ALL) 631/8" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH D+, I.F. 1 A 175° MAX. D „J HEI HT SEE DLO TABLE L SEE DLO TABLE 76" MAX. FLANGED HEI HT SEE DLO TABLE (MAX.) B 75° MAX. I.F. HEI HT SEE DLO TABLE SEE DLO TABLE NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HGjijANT/% ECTIQQ DE•f jUCS. 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 B DETAIL D VIEW (CUSTOM SASk ... . . • 20° SASH HEIGHT 76° MAX. FLANGED HEIGHT • • • A SEE DLO TABLE S NO DETAIL B VIEW (STANDARD SASH) E 75" MAX. I.F. HEI HT 76° MAX. FLANGED HEI a HT 76" MAX. FLANGED HEIGHT SEE DLO TABLE DETAIL E • • • RPPIUS TOP (CUSTOM SASH) • • • nova fly. net Rartskitrt • ••• •• • • • • 0 _• • • • • •• • • •• • • • • • •• BASED ON A THREE OVER TWO FORMAT. ••• ••• • • C+� SEE DLO TABLE 75° MAX. I.F. HEI HT 76° MAX. FLANGED HEI HT SEE DLO TABLE SEE NO E4 DETAIL C RADIUS TOP (STANDARD SASH) RaeaeeP. • •• • • • • •• • • • a, .10701NOLOOY DRIVE • Rom lily: Mmn ey. F.K 9/1/05 000010 J.J. Oefc 2/23/07 •.-• • • • • •r• t N. ICE, FL 34275 P.O. BOX 1625 NOKOMIS, FL 34274 • FIG -r ELEVATIONS TOW ALUM. SINGLE HUNG WINDOW, IMPACT Visibb Better : 8H700 s e NTS 4 ot 11 0.691.0 4040-20 F PRODUCT REVISED aS crmlplyiog 1W1411• Mad& Building Code Arevrafo. 809 I la—ea 1 41fAue .,ltrnlul� Lr;tri • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. HEIGHT 2.784" INSIDE MAX FIXED LITE DAYLIGHT OPENING 7,80R17 OUTSIDE MAX. VENT DAYLIGHT OPENING 1 SECTION B -B _•n„ yr\ //OUTSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE 0 a 1°0 ed 00 MAX. FIXED LITE DAYLIGHT OPENING MAX WIDTH SECTION A -A NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,16) 2.710" OUTSIDE INTEGRAL FIN m HIGH SILL 2.330" (LOW SILL) SEE :10 PROW • +i i • • • • • •• • • • • ••• • ULTMLIFT• • • • ••• •• • • 2. 46 HIGH SI _1 0 LOW SILL 2. 0 LOW SILL INSIDE m IMA 4 HEAD JAMB 0 2.948° (HIGH SILL) • • • ALTERNATE HIGH SILL ULTRALIFT ONLY OUTSID}E 2.710° I.F. FRAME-. II OUTSIDE I 11-11 CD MP 0 SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) Rom dta° Oats: Rend Bs Oak R&adRy: Cate Omar Dew F.K. 0/1/05 RBWtmm • • • •• • • • • •• • • • • • • • • • • •1070 NOLOOY DRIVE • • • • 0 • N. CE, FL 34275 Clunkeda): J.J. X3/07 P.O. BOX 1529 NOKOMIS, FL 34274 IFIGT SECTIONS na: ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better SH700 tbsir Half 5 • m 11 aw 4040-20 O PRODUCT REVISED as complying with the Florida Building Carlo IG*b 4.0 Aceeplaaeo No u pkat'., Data ,>!Ff,. IPL,1 rami Pruduat • /14 ;! ITEM DWG# DESCRIPTION PGT# 1 4002A' FLANGE FRAME HEAD 612225 2 1155 #8 X 1.000 QUAD PN. SMS 781 POA 3 4003C FLANGE FRAME SILL (LOWSILL) 612226 6 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 5/8", OR 11/16° 10 1080 BALANCE COVER, 3/8° OR 5/8" 6BALCVR916 11 #8 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1086/1086 SASH TOP GUIDE 42504 15 #8X1 PHILLIPS FLAT HEAD S.STL 78X1FPAX 18 1080-1 BALANCE COVER, 11/18° 6BALCVR670 17 4053 SASH STOP COVER 84053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2" LQ. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAL 640540 23 4006C SASH TOP RAL 64008 26 1236 WSTP...170 X.270 BACK, FIN SEAL 67S16G 26 1098 SWEEP LATCH 71098 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAL (LOWSILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32" X 25/64° X 1" 71622K 36 1052 LAM IG SETTING BLOCK 1"X3/4" X1/16" 7105211 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1226 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 64039B 42 4044B GLAZING BEAD, 5/16 LAM IMGRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAM W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16° LAW I.G. 64087 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOWSILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 62 4009 SILL LATCH (EGRESS) (LOWSILL) 764009 63 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 56 1014 56 1630 SCREEN FRAME (HORRBR., •+ ' ' • • • • 4 SCREEN CORNER KEYW/RINGS • • • 61014 71830 57 1631 58 1073 SCREEN CORNER KEYIN/QUT1 3S• • • • •• SCREEN SPRING • • • • • • • • • • • 11831 • • 7CASP 59 1824 SCREEN SPLINE -.135 DIA FOAM 61624K • ••• • • • •• • • • • Rowdep • • • •• • •• • • ••• ••• • • • hander Varw • •• • • • • •• • • • 1 • ttorede' Dem owe RIC 91/05 ctomoes J.J. X07 ITEM DWG.# DESCRIPTION P011 80 1635 SCREEN SPLINE -.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 1/2 - 7/16 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW899, 995 OR EQUIV. 80 A GLASS 5/16" LAMI, (1/8;4,.090 PVB,1/8"A) 81 B. GLASS, 5/16" LAM (1/8"A.090 PVB,1/8"HS) .82 C. GLASS, 5/16" LAMI, (1/8°HS,.090 PVB,1/8'1-IS) 83 D. GLASS, 7/16" LAMI, (1/8"A.090 PVB,1/8°A) 84 E. GLASS, 7/16" LAMI, (1/8"A.090 PVB,1/8"HS) 85 F. GLASS, 7/16° LAMI, (1/8"HS,.090 PVB,1/8"HS) 86 G. GLASS,13/16° LAMI I0;1/8°T,AIR SPACE, 5/16" LAW, (1/8"A,.090 PVB,1/8"A) 87 H. GLASS, 13/16" LAM IG; 1/8'T,AIR SPACE, 6/16° LAMI, (1/8"A.090 PVB,1/8"HS) 88 1. GLASS, 13/16° LAMI 10;1/8'T, AIR SPACE, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) 89 J. GLASS,13/16" LAW 10;1/8"7, AIR SPACE, 7/18" LAM, (3/16"A.090 PVB,3/16"A) 90 K. GLASS,13/16" LAM 10; 1/8"T, AR SPACE, 7/18° LAMI, (3/18°A.090 PV8,3/16"HS) 91 L. GLASS,13/16" LAMI 10;1/8'T, AIR SPACE, 7/16" LAM, (3/18"HS,.090 PVB,3/16°HS) 92 M. GLASS,13/16" LAM le; 1/8°A, AIR SPACE, 5/16" LAM, (1/8"A.090 PVB,1/8°A) 2.784 1.30 .062 47 FRAME, I.F. HEAD #4071A, 6063-T6 2.908 .062 NOM THICKNESS 71 49 FRAME, .F. HIGH SILL #4073A, 6063-T6 0 FRAME, .F. LOW SILL #4072A, 6063-T6 2 2.374 .062 NOM THICKNESS 5U FRAME, I.F. JAMB #40748,6063-76 (USED AS RADIUS TOP HEAD) 070 T•C•NOLOGY DRNE N. WNICE. FL 34275 NOKOM P.O. IS. BOXFL1520 34274 PARTS LIST .-- ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better 811790 NTS 6 m 11 4040-20 Raw F PRODUCT REVISED as complying with rim Florida Building Code ,Q 14.0Acroptemac No inn Dete_�_.. ) tIt It 1111/11,•, • • 0_• • • • • 1. • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.363 O FLANGE FRAME HEAD #4002A, 6063-T6 2.784 .062 .062 +1.749--r 2.710 i ® FLANGE FRAME JAMB #4004,6083-T5 (USED AS RADIUS TOP HEAD) .155 FIXED MEETING RAIL #4054A,6063HD-T6Q 3.446 .062 23 2.946 O FLANGE FRAME SILL (LOW) #4003C, 6063-T6 O,490 jam -1.451+4 T OSASH STOP #4025,6063-T5 r--•2279•--�� 1 1.707 .062 SASH TOP RAIL #40060,8063HS-T6 •• ••• • • • .d8 • • •• • • • • • • •• ••• •• 0 FLANGE FRAME SILL (HIGH) #4050A,6063 -T6 • • • • • • • 28 738 .040 J SASH STOP COVER #4053, 5063-T5 I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAME SASH BOTTOM RAIL(LOW) #4007,6063-T5 • • • • • • SASH BOTTOM RAIL (HIGH) • • #4Q51A,6083377 • • • • • • • • • SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .678 31 SASH S DE RAIL #4008, 6063-T5 .678 1.096—f--- —IT O GLAZING BEAD 7/16" #4222, 6063-T5 .050 1.115--��►-� 45 GLAZING BEAD, 7/16" #9850, 6063-T6 (USED W/ GRILL KIT) 1.096—�^—�{ $1 GLAZING BEAD, 5/16" #4039B, 6063-T5 .050 ' 78 1.096 1 - GLAZING BEAD, 5/16" #40448, 6083-T5 (USED W/ GRILL KIT) .683 .050 r—� . 1 1.097 GLAZING BEAD, 13/16" IG #4067, 6063-T6 Rend 133,7 Oma Reitan" Render. • • •• • • wer 0• • • • • • • • nose te DMA= Ur F.K 91/05 MealsdBy J.J. 82/23/07 • • • • 1.7•TECHMOSOGY DRIVE • N. VENKE, FL34275 P.O. BOX 1520 NOKOMIS, FL 34274 I 13 GT EXTRUSIONS & FRAME CORNER DETAIL INC ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better sesame SHmO Half Erkeeb 7 X11 Iftemish 4040-20 PRODUCT REVISED as complying with the Florida Building � Ira -o 14"j '1° Expirat ,a Dat" {.,;Wel 4 By U/, dt_ / :lit :,ad,tip Ptadact Coa rol� r,J.. rIllg A. LYNNrMM{ILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ANCHOR SUBSTRATE: QUANTITIES ` FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 68.603 64.603 78.000 ANCHOR TYPE: — 0 U U in 0 0 p r U p 0 0 0 0 0 0 0 0 p 0 0 o 0 0 WINDOW WIDTH GLASS TYPE m ?yVV Nz rz floc) z N0 z 0 m 0 z 0T z 0�c>`�Uv� zm Nz— z m Nz— UU��0 zm Nz zm 0 1:'' z 0 z 0 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 H,I,J,KL 112 111 111 _1 112 1T1 1f2 212 112 2 2 2f2 212 212 2r2 2r2 212 212 2r2 212 21..2 21..2 212 213 212 3 3 C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 111 1j1 112 1f1 112 2f2 112 12 2[2 212 212 212 212 2[2-2.5 2[2 212 212 212 212 2r3 212 35 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 H,I,J,K,L 1 12 11 1 1-12 _1 112 _11 2 112 212 112 212 2r2 21 2 iii 212 21 2 _121 2 213 _1 2r2 2j2 2r3 2f2 2r3 313 212 313 24.000 4"112 1i1 112 112 112 112 22 112 212 25 212 5-2.1.-2- -21-2-2-i-2-ii-3-2-F2 25 213 25 23132123{35 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 _1 _ 1 1 32000 H,I,J,K,L 112 1[2 2 2 213 112 212 213 112 213 2r3 212 213 213 _ 2r2 213 _2 31_3 212 f3 314-3 F2 313 314 313 142 4 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_ 1 2.12 A 112 112 2-1 2 2f3 112 212 2f3 112 213 2-1 3 212 2f3 21-3 2f3 3f3 212 3f3 314 312 3-13 314 313 414 C,D,E,F,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 H,I,J,K,L 212 112 212 2}3 112 2r3.�13. 212 213 213 2[2 21-8-5 314 213 313 3f4 3113 314 315 3J3 414 37.000 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 2 1 2 qB'M "2r2 _1 112. 212 2j3 11 f2 21-3 213 212 _1 213 213 2F2 _2 2f3 2T3 213 _2 213 314 213 313 _2 314 313 314 3f5 3.5 414 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 -31-4- 2 2 2 _2_ 2 2 40.000 H,I,J,K,L IP 112 212 213 iJ2 213 213 212 213 31-3-2.5 2 213 _2r4 213 3.5- 314 213 3r5 3r3 314 415 313 41:4 2 2 2 2 2 2. 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M -2-1-i 1j2 212 213 212 2J3 213 2j2 25 213 213 213 214 2r3 313 314 213 314 315 313 314 415 313 4j4 PSF 79 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 44.000 H,I,J,K,L -21.2- 212 212 2f3 21 2 21 3 213 212 313 214 2F3 3f3 3r4 21a 313 314 213 314 315 31.3 314 415 31-4 415 AB,M 2 2 2 2 21..2 .2 212 2 2(3 2 212 2 213 2 213 .2 212 2 313 2 214 2 35--3-13 2 2 314 2 2f3 2 313 2 314 2 313 2 314 2 3j6 2„ 313 2 314 2 415 2 3f4 2 .418. PSF 79 79 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 48.000 H,I,J,KL —2T-2- 2r2 2 2 213 2 2 2f 3 31-4 2f 3 313 314 213 314 314 2[3 314 3[5-31-3 814 3[5.313 415 4 j6 314 515 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB'M -iii .6 '5 212 212 213 2r2 213�3f 3�3;31i 3;4 •:13 31.4 314 213 3[4 315 313 314 315 313 415 416 314 PSF 72 79 79 • • • • • C,D,E,F,G, 2 2 2 2• of •2i i 2 _.;, . r_�....:2 • •2 3. 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,KL 2 2 212 2 2 2 3 2r2 213 314 213 314 314 2r3 314 314 313 3f4 315 313 414 416 314 415 4(6 314 5f6 ABM 2 -21-2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 212 2i2.2 P13 3.213 341 3 4t 3304.014 3 3 314 315 3 3 4 4 415 313 415 416 314 45 • • • •• • •• • • Dmc • •• • • • • •• • • • 11.0011. Dale tlem, F.K. Dec 7/29/05 Dlmmod0.. J.J. 0,30 2123/07 u • • 14 WCHNY DRIVE jl. VENICE• 3427E P.O. BOX 1329 NOKOMIS. FL 34274 • 00 • • F2iGT Visibly Better ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - ELCO TAPCONS 2 -1/4” ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -181/2" MAX. FROM TOP CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL PRODUCT REVISED as complying with the EImida. Building Code Acmpteneo No I. - a .0 isel' Dien IEr).!: (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 213 ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT SH7t70 9— NTS cava 8 all gaYpRu 4040-20 F • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ❑ U 0 U 0 ❑ NONO'-O 7� U 0 U 0 ❑ NO 0 NO—OO' 0 o 0 ❑ NOQN S o V U ' OONO' U ❑ N U 0 o 'Oc'ioNO—Oji❑NO<ONO'"O V ❑ o 0 U 0 ❑ 00 0 0 ❑ �y c3 U o 0 WINDOW WIDTH GLASS TYPE >ON cNO'-O 19.125 C,D,E,F,G, H,I,J,K,L 1 ,1 q 11 .q..r1. 11.1. 1 212 _1_ 21 1 21-2-21-2 1 212 1 21..2 1 211 1 212 1 1 1 212 1 212 1 2 r2 1 2I 2 2 _121 1 212 1 212...312 1 _1 212 1 312 1 312 1 21 P 1 3I As,M 1 1rI 1 111 1 -111 1 212 1 211 1 212 1 212 1 211 1 212.21..2 1 1 212 1 212 1 212 1 212 1 21 2..212 1 1 212 1 212 1 312 1_ 212 1 312 1 312 _1 212 _1 312 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 1 1 1 1 111 1 111 1 212 1_ 111 1 212 1 212 1 213-3-1-2- _1 1 212 1 2.12212 1 1 212 1 212 1 312 1 312 1 212 1 312 1 312 1 21 2 1 312 1 312 1 212 1 312 A,s,M 1 1 1 1 111 1 111 _1 212 1 111 1 212 1 212 1 2I2 1 -212 1 212 1 2[2 _1 212 1 212 1 212 1 312 1 312.212 1 1 312 1 312 1 212 1 312 1 312 1 212 1 312 32.000 PSF 68 77 C,D,E,F,G, H,I,J,K,L 1 1 1 _1_ 111 1 11 1 212 1 2-2 1 212 1 213 1_ 212 _1 212 2 3r32123r33�13 1_ 1 2 1 312 1 313 1 313 1 22 _1 313 __1____1 413 312 _1 4r34J3312413 1 1 1 ABM 1 Tr, 1 1 1 11 1 1 2f2 1 212 1 212 1 213 1 212 1 212 2 313 1 2-12 1 313 2 313 1 312 1 313 1 31.3...212 1 1 313 1 413 1 312 1 413 1 413 1 312 1 413 1 37.000 PSF 59 67 79 C,D,E,F,G, H,I,J,K,L 1 1 1 1 111 1 2 _1 212 1 212 2 21.3 1 212 2 213 2 31-3 1 2[2 2 313 2 313 1 313 2 413 2 313 1 312 2 313 2 413 1 312 2 413 2 4F4 1 312 2 41-i 111 212 A,B,M 111 111 212 212 213212 213 313 212 313 313 31 33 313 31 2 313 413 312 418 414 312 413 111 212 40.000 PSF 54 79 62 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 212 2 212 2 213 2 212 2 313 2 313 2 212 2 313 2 413 2 313 2 413 2 313 2 313 2 413 2 414 2 313 2 413 _2 414 2 313 2 513 1 1 1 1 1 1 212 ABM 2 -11-1- 2 1 1 2 2 2 2 212 2 213 2 212 2 313 2 313 2 212 2 313 2 413 2 313 2 41 3 2 313 2 313 2 413 2 414 2 313 2 :6414 2 2 313 2 513 111 2 2 212 44.000 PSF 49 79 56 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 212 2 2 31 3 2 212 2 313 2 314 2 21 3 2 31 3 2 414 2 313 2 4-13 2 414 2 31 3 2 413 2 414 2 31 3 2 413 2 414 2 31 3 2 51.4 111 111 111 212 212 AB,M 2 711 -i 2 -1-1T 2 2 2 2 2 2 212 2 313 ,2 314 2_ 213 2 313 2 414 2...._2... 31-3 413 .2__2 414 313 2 413 _2 414 2 313 2 413 2 414 2 313 2 514 111 212 212_211 313 48.000 PSF 45 74 51 74 79 79 C,D,E,F,G, H,1,J,K,L 2 711-1---1T-1 2 2 2 2 2 2 2 212 2 313 2 314 2 313 2 313 3 414 2 313 2 414 2 414 2 313 2 414 3 414 ...2_2....3... 413 514 414 2_ 413 2 514 111 -211 212 212 313 2 2 2 2 2 8132 2 ®3t 3 2 313 2 313 3 414 2 313 2 414 2 414 2 313 2 414 3 414 2 413I 2 3 414 2 413 2 514 1 1 1 1 1 1 2120212 2 2 53.125 PSF 41 67 48 67 •• 76. 7 _ 9• • ; : i•i • C,D,E,F,G, H,I,J,K,L 2 2 2 2• Z• 212 •: `,• . 313 •_ ' 313 4134 7.2.....?„. 313 414 3 414 2 313 3 414414 3 2 313 3 414 3 515 2 4[3 3 514 3 515 2 413 3 514 1 1 111 111 212 212 313 A,s,M-Tr 2 2 TIT 2 2 2 2 3 2 a 1.3 2 31.3 3 414 2 3 313.41x.414 3 2 313 3 414 3 414 2 313 2 414 3 514 2 413 3 514 3 514 2 413 3 514 111 213 21 a 42 313 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2" MAX. FROM TOP CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL ©© (FULL DP) HEAD JAMB ABOVE 2 212 MTG. RAIL JAMB BELOW MTG. RAIL Re-dOr :Mx • • • • Roved* Data Mate R°Wfaat .r• • • • • •• • • • •• • • • • •• FJG X0/05 Cmdoder J.t. X9107 • • • • 107.TECHNO•OGY DRIVE R FNICEtW64276 • • PD. BOX 162 NOKOMIS, R. 34214 13 ANCHORAGE SPACING, STANDARD VIEW me ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better eaa.:4!oraa SM00 NTS Blast 9 w 11 4e ayRs 4040-20 F PRODUCT REVISED as complying with the Florida Beildingcodo Acceptance No I O 14-. CJ(o , im Date ! W1 2v2I • idmdual By Miami A. LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES ---.� ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM SASH HEIGHT FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.211 33.754 -1 O c.1§N$'-Ia 39.296 0 §N§ S 44.839 50.382 55.925 < 00 0 U ❑ 0 0 ❑ 0 Z-61Y 0 ❑ 0 0 0 ❑ 0 z'ga 0 ❑ 0 Z,Om0NO,ZcM 0 ❑ 00000 2 ON8 2 -O WINDOW WIDTH GLASSas TYPE 50 NO`-ZaM 0 0 ONZ-Z s• 0 0 •2 0 0 2 NO-O*ON 0 0 2 0 0 b 0 0 1 0 0 2 0 0 19.125 D,E,F,J, K,L 1 1 1 1...._.1 1 1 _ 2 ._.1_....1... 2 2 _.1 2 1_. 2 _. 1.. 2 _.1 ... 2 1_. 2 _ 1... 2 -.1 - 2 -_1--.... 2 1_ 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 - 3 1 24.000 D,E,F,J, K,1. 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 2 68 PSF .78 •3 aJ.3 p•i •• •_I• • 79 1 3 1 3 41313 4131 4 4 l 3 l 4 44.000 2 2 1 2 2 37.000 D,E,F,J, 1 1 1 2 1 2 2 5 l 3 l 4 2 2.... 9..... 2 .....1.. 72 2 2.__. .__2... 2 1 2 2 1 2 1 2 K,L 1 1 1 2 2 2 3 -1 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 2 79 79 •28 79 3 79 3 i 11 3 1 4 5 l 3 l 4 5 1 3[ 5 5 1 3 1 5 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 K,L 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 6 4 6 PSF 79 76 79 77 79 79 79 44.000 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 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 6 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 O,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 6_ 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 84 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 6 7 8 5 7 ANCHOR QUANTITIES SUBSTRATE. ANCHOR TYPE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.778 18.776 21.776 24.778 27.776 30.776 31.106 -1 O c.1§N$'-Ia 0 0 0 §N§ S 0 o -6a§NU_.zc 0 r 0 00 0 5 0 §.-.§ 0 0 t§a§-ga§N$s-§a§"$-§N§N6- 0 co 0 3 0 0 0 5 0 0 0 0 0 v WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 •2 2 2 2 2 2 2 2 2 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 32000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74• 2•1 2 1 2 2 68 2•�2 .78 •3 aJ.3 p•i •• •_I• • • lit S .•"3 • ••G • 1 3 1 3 41313 4131 4 4 l 3 l 4 44.000 2 2 1 2 2 2..,�? -Ii ral:3 i3 1i3 3 3 1 3 1 3 4 1 3 1 4 5 1 3 l 4 5 l 3 l 4 48.000 63 72 79 ••4 2 2 1 2 2 2 2 2 1 3 4 l 3 l 3 4 l 3 l 4 4 l 3 l 4 51 3 1 4 5 l 3 l 4 53.125 73 2 1 2 2 •28 2• 3 ar3•9411 3 i 11 3 1 4 5 l 3 l 4 5 1 3[ 5 5 1 3 1 5 EIX Dew •• • ▪ •• • RW=10)1 1)8100 Revairmx •• • • • tts°mail ous FJC 7/29105 c0eerreee30 J.J. Linke 2/23/07 u �. • • s • • •-•-• • • YECHN&&OY DRIVE . VENICE FL 34276 P.O. BOX 1529 NO30OMIS, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD -181/2° MAX. FROM CORNERS JAMBS -171/2° MAX. FROM TOP CORNERS 11 1/2° MAX. ABOVE THE MEETING RAIL 6° MAX. BELOW MTG. RAIL 15° MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8° MIN. TO 38° MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 112 2 2 2 TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 2 �ITANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT •ntkaua 4040-20 Visibly Better Serbelortet 8H700 NTS Shmt 10 m 11 F PRODUCT REVISED as c®mplying with the Florida Building Cede AccopMnco No • ' O I' nn Rxpirat',. Bute .i7M1Vt• CD2 By L4/' 1/ Miemi c Product Con 1 lllii .•r 1.tr.O1 e.... A. LYN/4(0ILLER, P.E. FL P.E.# 58705 i • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 0• •• 000 • • • 000 • • 1-3/4" MIN. EDGE 3.35 KSI MIN. CONCRE OPTIO WOO (SEE N 1 EXTERIOR INTERIOR ALL HEAD AND SILL DETAILT CONCRETE ANCHOR (SEE NOTE 1 & 3) 2x WOOD BUCK (SEE NOTE 4) /8° MIN., 1/4° TAPCON N., 1/4° CRETE -FLEX WOOD ANCHOR (SEE NOTE 2 & 3) DETAIL B ICAL FLANGED HEAD ANCHORAGE 1 1/4° 1,• Ix BUCK OPTIONAL WITH SOL CONCRETE OR CMU SUBSTRATE (SEE TE 4) 1-3/4" MIN EDGE CONCRETE AN '. FH BELOW MEET RAIL (SEE NOTE 3.35 KSI MIN. CONC OR 1.5 KSI MIN. C 111 3/B" MIN. 1/4" MAX. SHIM—�^I 1" MIN. EDGE 1 3/8" 1/4" MAX. SHIM MIN. 1° MIN.EDGE OR, 0 & 3) DETAIL C NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 412 STEEL SCREWS (05) OR 1/4° SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 412 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1(2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6053-T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 512 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS 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 MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2 & 3) L2x WOOD BUCK (SEE NOTE 4) DETAIL D FLANGED JAMB ANCHORAGE 2-1/2" EMBEDMENT .131° DIA. MIN. x 212° NAIL, AT CORNERS AND 5° O.C. 1/4" MAX. SHIM WOOD FRAME 5/8" MIN. EDGE 2-1/2" EM • • 1/4 MAX. DETAIL F, (HEAD) • • •• • •0• 0• • • • • • • • •• DETAIL E, (JAMB) •'1 YPICfI-:INT€ RAL FIN ANCHORAGE .131" DIA. MIN. x 212" NAIL, AT CORNERS AND 5" 0.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR WOOD FRAME .131 DIA. MIN. x 2 1/2° NAIL, AT CORNERS AND 5" 0.C. 1/4° MAX. SHIM 5/8° MIN. EDGE WOOD FRAME 2-1/2" EMBEDMENT DETAIL G, (SILL) 4414 Ratideirr • • • •• • • •• • R.v dRI 0444 • • • • • • • • • •• • • 1 • MOM TECRWLO Y DRIVE • N. VENICE, FL 34276 P.O. BOX 1628 NOKOMIS, FL 34274 mer Os Rattionx Mom SK FJ( x/05 t� J.J. X3/07 PiGT I//stbly Bever ANCHORAGE DETAILS Rio ALUM. SINGLE HUNG WINDOW, IMPACT 844441444 SH700 Stare NTS Rhea 11 0l 11 4040-20 aae F PRODUCTIYBVISBD as complying with the I"1 Ida DuIldin3 Code Accaplhuce Not/41-o . 14.C� Expiration Date &kTrSf ! • 702.t By 4.4 # k ,,t7 J ' Miami ade Product • • • • • • • • • • • • 0410 • • • • • • • • • • • • • • 0 • • • • • • • • 0 • 000 • • • 000 • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 here' .. . com . 1 with the Florida Building Code, including the High DESCRIPTION: Series MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.zov/economy urricane Zone.- - 40" Outswing Aluminum Casement Window - L.M. APPROVAL DOCUMENT: Drawing o. ' 1i - i - , ' e. aseinent Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, 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 RAT LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ®ity,• state, model/series, and following statement: "Miami -Dade County Product Control Apno• d•+', unless otierwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed sand there 'has been no change in the applicable building code negatively affecting the performance ofthi�'p'lbduct. . • • • •. TERMINATION of this NOA will occur after the expiration date or if there has bgeig £.revision Q5 change • in the materials, use, and/or manufacture of the product or process. Misuse of this.Nt 4 as an en$ossement. of any product, for sales, advertising or any other purposes shall automatically tertnali this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NO/N.. • • ADVERTISEMENT: The NOA number preceded by the words Miami-Dack. County,loi:da and: followed by the expiration date may be displayed in advertising literature. If any portion of•t g•NpA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • .• • NOA No. 16-0629.21 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 Page 1 • • • . • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, 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, and TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing.LabpratoryrItiv. ifest Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin i7. Brinson, P.E. . • • (Submitted under NOA No. 12-1218.09) • C. CALCULATIONS • .... •••• . • . . • ........ 1. Anchor verification calculations and structural analysis, compiyigg with F$C;5th Edition (2014), dated 05/16/15, prepared by manufacturer, sigii.ea and seared be Anthony Lynn Miller, P.E. • • • (Submitted under previous NOA No. 15-0519.13)• • • 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E-1 . • • • Manuel .E. Product Contro . Era iner NOA No. 1 . '629.21 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by lshaq Chanda, P.E. G. OTAF,RS 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industries for their Series "CA - 740" Outswing Aluminum Casement Window - L.M.I." approved on 07/16/15 and expiring on 04/11/18. • • • . . .• . . • . .... .... . . .... •••• . .. • . . • . ....•••• • . .. • • . ..• ...• • • . . . Manuel Isere Product Control E NOA No. 16-i,29 1 Expiration Date: Apri111, 2018 Approval Date: August 11, 2016 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUSTTEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SEE TABLE 3. SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 61300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types • TA1eerlr • "17117ll em (1/8 An -.090" PV -4i9'ASj-----4, • 5 • � . • 2 7/18" LemU(3713701- .Utw- SLs - d/lb An)• 3 7/16' Lam! (3/16 HS - .090' SG - 3/16 HS) 7 4 7/8' Lami. IG (1/8" An - 7/16' Air - 1/8' An -.090° PVB - 1/8° An) 5 5 7/8" Larva. 10 (1/8' T - 7/16' Air - 1/8' An -.090' PVB - 1/8' An) 8 8 718° Lama. IG (3/16' An -1/4' Air- 3/16" An -.090" SG - 3/16' A•) • .• 7 7/8° Lam!. 10 (3/16" An - 1/4° Air - 3/16" HS - .090" SG - 31161HS; 8 7/8° Lami. IG (3/18" T -1/4° Air - 3/18' An - .090" SG - 3/16° An). • 9 7/8°LamI.IG(3116"T-1/4'Air -3/16"HS-.090°SG-3/16'HS) • */• 'PVB'. BUTACITE® PVB BY KURARAY AMERICA, INCS® . SG'= SENTRYGLABY KURARAY AMERICA. INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. -i'- A 69' VISIBLE LIGHT HEIGHT (DLO) 37° WIDTH 25.476' MAX. O.C. IF WIDTH IS UNDER 33.476' (HEAD & SILL B, SEE SHEET 2 4" MAX. \ \ IIS---'---'-------'—/ 1\ \ / / / / / / /1 171/2' MAX. A, SEE O.C. SHEET2 I 6' MAX. O.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26° OR OVER 611NATED GLASS STACK _�I GLASS STACK `I — 1I6• ANNEALED GLASS EXTERIOR a .090' BUTACITE BY KURARAY AMERICA. INC. tAr ANNEALED GLASS 11/16' GLASS BITE GLASS 5 7118 1/8 TEMPERED EXTERIOR 76' HEIGHT 4-1/2° MAX. O.C. IF WIDTH IS 33.478' & OVER (HEAD & SILL) OPENING (DLO) P. ELEVATION OF CASEMENT WINDOW STAND •2014 FLORIDA BUILDING, •ASTM 01300-04 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL. ADM -2010 •AISI-S100-071S2-2010 • • • • • • •• • • • • I8ENBRAI•NOIES.0..•.11 S 1 B.EVRTIDIN • • • • 1 GLYi'tc NG DL•rAILS• • • • 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS 4 ANCI&OR QMANTITIESaaa.•..-.w•0.• LESIGN PRESSURES • 65-9 /fiSEMBLIr DSTAILS/BOM •10 L�CTFTSI NSIPAEER i • �L • • • GLASS TYPE 1 NOM 1A RSPAC ANNEALED OR GLASS • WIT LAMINATED GLASS STACK /1/8 -ANNEALED GLASS .009• BUTACITE®PVB 1/4'AIRSPACE BY KURARAY AMERICA. INC. 7116- LAMINATED GLASS STACK 3116• ANNEALED OR HEAT-STRENOTHENED GLASS EXTERIOR 0 7/8' NOM. GLASS STACK .090• SO® BY KURARAY AMERICA. INC. 3116' ANNEALED OR HEATSTRENOTHENEO GLASS 11/16' GLASS BITE GLASS TYPES 2 & 3 1/8" ANNEALED 3/16' ANNEALED 0/ ACC EXTERIOR 11/18' GLASS BITE 0 m' GLASS TYPES 4 & 5 7/8' NOM GLASS STACK A LYNN MILER P.E. P.E6 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 1/4•AIRSPACE 3116• TEMPERED GLASS TM' GLASSS STAKED TACCK 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS .090' SG®BY KURARAY AMERICA. 84R 3/18' ANNEALED OR HEAT -STRENGTHENED GLASS 11/16' GLASS BITE GLASS TYPES 6 & 7 h"--7/16- LAMINATED GLASS STACK 3118' ANNEALED OR EAT -STRENGTHENED GLASS EXTERIOR tar so® ay KURARAY AMERICA, INC. 3116'ANNEALED OR HEAT -STRENGTHENED GLASS 11/16' GLASS BITE GLASS TYPES 8 & 9 Revised 8y: Dote: Revision 8: JR 05/05/16 ADDED SHEET 11 WITH SPACERS. Revised By Dote: Revision A PRODUCT REVISED 0s complying with 1$a Florida Building Code Aabptance No 1,17. .cation r i1Il Miami Description: GLAZING DETAILS CERT. OF AUTH. #29296 Title: CASEMENT WINDOW DETAILS - LM & SM Ser/es/Model: ScoIe: Sheet: Drawing No. CA -740 NTS 1 OF 11 MD-CA740-LM Drown By: J ROSOWSKI Dote: 08/08/12 Rev: B • •• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EXTERIOR EDGE DISTANCE AS REQUIRED PER TABLE 3. SHEET 4 EDGE DISTANCE EMBEDMENT WINDOW HEIGHT ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB VISIBLE LIGHT HEIGHT (DLO) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 3. SHEET 4. CONCRETEICMU PER ANCHOR REQUIREMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4' MAX SHIM BUCK HEIGHT ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB ATTACHED TO VENT SILL BUCK WIDTH ATTACHED TO FRAME SILL INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL EDGE DISTANCE EMBEDMENT BEL9 OPERATOR ARM ATTACH 310 VENT SILL IBLE LIGHT WIDTH (DLO) NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. #12 STEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. OPTIONALADDON FLANGE @ HEAD, SILL & JAMBS FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. SEE DETAIL _ A1, BELOW 1 2) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12° THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. • • • •• •tx D •BUR IIP •S INIIVE I • • • •THIS`iIjEET. • 1/4' MAX SHIM • • • ••• • • • • • • •• EMIODIAIEN;• • ••• • • 0 • • • • • • • 0 • •• • • • INSTALLATION OPTIO INSTALLATION ANCHORS TIRO 1X BUCKSTRIP INTO MASONRY. ••• • • • •• • WINDOW WIDTH HORIZONTAL SECTION A -A / t- <;a Anchor Type -->,-{ �+-- 10' MAX. 10° MAX. L — - SEE DETAIL A2. BELOW EXTERIOR EGRESS FORMULAS: WIDTH. WASH HINGE: WINDOW WIDTH -13.1/2 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT - 6 COMBINATION UNITS, ADDMONAL INSTALLATION VISIBLE LIGHT FORMULAS: ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT -7 WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly •1060 (FAT) t- Window Anchor Type LL IMdth A B, C & D 8 17•-72.0' 0 0 2r- 28.9" 0 1 29•+ 1 1 F- Window Anchor Type 0-- Height A B, C & D i17•-709' 0 0 1 23••26.9' 0 1 29•+ 1 1 A. LYNN MILLER P.E P.E# 58705 Revised By: Dote: Revision D: Revised By: Dote: Revision A: PRODUCT REVISED as complying with Mora Building Acceptance No 21 1. •4'024. Eapinniaa Date; II 2012, Ry III r4_ �!.,�•yi.S� Mremi 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. ROX 1529 NOKOMIS, FL 34274 Description: CROSS SECTIONS & INSTALLATION CERT. OF AUTH. #29296 rtk: CASEMENT WINDOW DETAILS - LM & SM Series/Model: Scots: Sheet: Drawing No. CA -740 NTS 2 OF 11 MD-CA740-LM Drown Dy: J ROSOWSKI Dater 08/08/12 Rev: B ••• • • • • • • • • • O • • • •• •• • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • ASEMENT (X) F WINDOW HEIGHT WINDOW WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW FOR SINGLE UNITS; 1) DETERMINE YOUR WNDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS'. 4) DIMENSIONS SHOWN ARE TIP -TO -11P. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) yl� t►— 10', SEE NOTE 7, THIS SHEET FIGURE 1: r—I <N F, a ci> \ A / \ 0 740 740 SERIES A�� B Y SERIES CASEMENT CASEMENT WINDOW TUBE WINDOW 1{1L1 \ { 4\ / FIGURE 2: 10", SEE NOTE 7, THIS SHEET MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT EXTERIOR WINDOW fl_ HORIZONTAL SECTION C -C 740 SERIES CASEMENT WINDOW MIN. # 12 X 1• SMS THROUGH INSTALLATION HOLES 740 SERIES _ -''- AWNING WINDOW D FRAME ._— ASSEMBLY TUBE D 740 SERIES CASEMENT ---.- WINDOW E FRAME ASSEMBLY...__-� E TUBE 740 SERIES FIXED WINDOW *SEE PRODUCTS NOA FOR INSTALLATION SPECS FOR EACH WINDOW IN A VERTIIAAI.LYQQ IdORWONFALLYsCOMBPIELy4SSEDEDY: • • • • • • • • • VERTICAL SECTION D -D 740 SERIES AWNING WNDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW 740 SERIES CASEMENT WINDOW VERTICAL SECTION E -E FRAME ASSEMBLY TUBE MIN. # 12 X 1° SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW 1) DETERMINE EACH INDIVIDOAL WINDO %I YPE,BICE 1,11D SLA I KEEP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. • •0 • • • • • • • 2) FROM SHEETS 5-9. FIND TF #SPIEET•FQQ YOtillo..ASA=1$E.: : • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND OI•IO THE NEIA'1*VAILABLE WIDTHKSlSIEIAFR DIMENSION SHOWN ON THE TABLES. • • • • • • • • 4) USING THE TABLE LAB! 'IMN:OWA44G JR S,REQU4D'icTABLR• 2, SHEAT 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADD111ONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). PRODUCT REVISED as complying with the FlarM* BmldmgCode I(o-Odial Acceptance No FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NO& 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62• IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6)T11E FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTAI I Fn THROUGH THE WINDOW FRAMES AT 117' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) F, a Whim Width type A B,C&D tr•22.6" 0 0 23'-25.0' 0 1 26•+ 1 1 < u. Window Height Aneher Type A B. C & D- 1 1'•220 0rr r 0 a Q N co o°O I_ am mH Z O Q ffiV CERT. OF AUTH. #29296 A LYNN MILLER, P.E. P.E.050705 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Window Anchors Required Anchor VJbtdaw Wath (in) taller 23' 25.15118' 27-3/4" 30° 33.112' 35' Hollow Black Anchor Group Anchor Group Anchor Group AnclorGroup Anchor Group Anchor Group •�-r Op A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D A B C&D g taxon 23'Jamb 1-3/8° 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/SN 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2&15118' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/SII1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 38-31 8" Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 188841610 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 48'Jamb 4 4 4 4 8 4 4 8 4 4 B 4 4 8 4 4 8 4 6 6 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 %-- Jamb 4 8 4 4 6 4 4 6 4 4 6 4 6 8 4 8 8 4 6 8 4 g Head/SI11 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 6" Jamb 8 8 4 8 6 4 8 8 4 6 8 4 6 8 4 6 8 4 8 8 Head/S@ 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 T• Jamb 8 8 8 8 8 6 8 8 8 6 8 8 8 8 6 6 8 6 6 8 6 Head/SIII 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 72'Jamb 8 8 6 6 8 6 8 8 8 8 10 6 8 10 6 8 10 6 8 10 8 Head/Sm 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 76°Jamb 6 8 6 8 8 8 8 10 8 8 10 6 8 10 8 8 10 6 8 10 8 Head/SIB 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 8.4"Jamb 8 8 6 8 10 8 8 10 6 8 10 6 8 10 6 11984160 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 TABLE 3: Group Anchor Substrate Min. Edge Distance MM.Miry O.C. Distance Embedment Anchor Plate Required? A 114' steel Ultracon Hollow Black 1° 6' 1-114" No 014, steel SMS (G5) or#14, 410 SS SMS S. Pine 5/8° 1° 1-318' No 6083-15 Alum. 3/8" 5/8' .050° No A38 Steel 3/8' 5/8" .050" No A653 Stud, Gr. 33 3/8' 5/8° .035, 20 Ga. No B #12, steel SMS (05) or #12, 410 SS SMS S. Pine 5/8' 1' 1-3/8° No 6083-15 Alum. 318' 5/8' .050' No A38 Steel 318' 6/8' .050' No A653 Stud, Gr. 33 318" 518" .035•, 20 Ga. No 0 2.85k Concrete 2-1/2" 4' 1-3/8" No __---__„_ 1/4' steel Ultrecon 2.856 Concrete 1' 4' 13/4° No Hollow Block 2-112' 5' 1-1(4' No - #12, steel SMS (G5) or #12, 410 SS SMS S. Pine 5/8° t' 13/8° Yes 8083-T5Alum. 318' 6/B° .0713' Yes A38 Steel 3/8' 5/8" .050' Yes A853 Stud, Gr. 33 3/8" 5/8" .045', 18 Ga. Yes D #14, steel SMS (05) or #14, 410 SS SMS S. Pine 518° 1' 1-3/8" Yea 6083.75 Alum. 3/8' 578" .07431) • • je• • A38 steel 3/8° 518"" Wee • A653 Stud, Gr. 33 3/8' 5/8" .041?, 18 Ga. iea 4 285k Concrete 1' 4' 1--4" es: 285k Conmete 2-1/2" 4' air • • Yea i 1/4' steel Ultraeon Hollow Block 2-1/2" 5' 1-1/4° Yes Filled Block 2-112' 4• 13(4' Yes 1/4" 410 SS CreteFlex 3.35k Concrete 1' 5" 13/4° No Hollow Block 2-1/2' 5" • 1-114 •-• No 5115' steel Ultmeon 3.5k Concrete 1-1/4" 5" • 6314" • No • Hallow Block 3-1/8° 5" • 15•1/4" • No • m Filled Block 2-1/2" 5' • 73/4" • • to • NOTES • • • • 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations /� Glace Type: PVB (Types 1, 4 & 5) SG (Types 2, 3 & 6-9) E g 63" and lase None Required 12' max. lran each& 30" fl max end C 83° 17 max. from each end & 30' max O.C. nm 1Y max. from each end & 30' max O.C. "PVB•= BUTACITA. (B BY KURARAY AMERICA, INC SW= SENTRYGLASIBY KURARAY AMERICA, INC. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW 11P -T0 -11P. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/15' ANNEALED SG LAM. GLASS, 114" MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. O ) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ( SEE SEPERATE NDA): • 4t) FROM ABLE 81.f4CHORS C & D ALLOW A DP OF +70/413.1. • • • • • • • • B O JARS FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND • • • BS DESD AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL • • EyDISTRIE.Jr•AN 1!S FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. • FL'E6RULI ON SHHjET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME • • ABSEMBLY 3IjE SIDj pF THE FIXED CASEMENT (HEAD & SILL). • • • PRODUCT REVISED as emptying with the FW& Building Code , Aauputm No tar-OC42/3•21 Date SAMPLE CONFIGURATIONS: ii Xt (X1 / \ A /x, 0 0 7 ' O /x` , x) co 10' 10'•' H- SII /� 106' I / 31' I l'Cj \ 1 \ 4' ---=---...._-,_- f 1_25" 1 -re 20" .-1-. 20° —{ — .- 48' i 13.25' T -k .4 z 5 4 N qo rc 0 a' 0 o -o C5 0 rW o = am CERT. OF AUTH. #29296 A LYNN MILLER P.E. P.E.058706 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •0 •• ••• • • • • ••. • • . ••- •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 9.14.11,16 - 10,19,12 • FOR GLASS TYPES: • - - CA__ Ml`118-AN--7090" P E'P 17d • .• •. • • 4) 7/8° LAMI. IG: (178° AN = 7)76" CIR = 4 8 AN ..080" P4!B -1/8" 11N) °PVB = BUTACITE"CPVB BY KURARAYAMERlG .. . • • • WINDOW HEIGHT L WINDOW k_ WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • • •• ••• •• • • • •• ••• • •• �• • • • • • 9 PRODUCT REVISED es complying with the Florida Building Code �y, Aochptence Nod - •• . vl RV/ -,,,,,.Dant AT`,M111111 /big, ,. -Product •"/ By / Miran' • 5 • • • 5 • • •• • • • • • ••• •• - Window Width Design Pressure (oaf) br Single Windows, All Anchor Groups Window Width urder23° 25.15/18' 27-3/4" 30° 33-1/2' 38° 37° VII under 23" +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 A 25.15/18° +70/-90 +70/-90 +70/-90 +70%90 +70/-90 +70/-90 +70/-90 39-3/8' +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 •- *701-90 +70/-90 +70/40 +70/-90 +7W-90 +701-90 +70/41 emir 4440 +701.90 +701-90 +70/-90 +70/-90 +70/-90 --4-/-892 '4704442- ' ' ''77WS0 +701-90 +70/40 +701.885 +701-80.6 +70/-77.7 70/74:-63' 67 +701.90 +70/.90 +70/40 +70/-84.3 +70/-79.5 +70/-73.7 +701-70.1 72' +70140 +70/-87.2 +701-77.7 +6W-71.5 +801- 62.4 *60/- 60.9 +1- 59.3 76' +70/40 +701.84.8 +70/-75.7 +1.67.3 +1- 58.9 +/- 57.2 +/- 65.8 84' +7W-90 +701-80.4 +70/-71.3 +80/42.1 +/-84.2 +701-90 +70/.90 FOR GLASS TYPES: • - - CA__ Ml`118-AN--7090" P E'P 17d • .• •. • • 4) 7/8° LAMI. IG: (178° AN = 7)76" CIR = 4 8 AN ..080" P4!B -1/8" 11N) °PVB = BUTACITE"CPVB BY KURARAYAMERlG .. . • • • WINDOW HEIGHT L WINDOW k_ WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • • •• ••• •• • • • •• ••• • •• �• • • • • • 9 PRODUCT REVISED es complying with the Florida Building Code �y, Aochptence Nod - •• . vl RV/ -,,,,,.Dant AT`,M111111 /big, ,. -Product •"/ By / Miran' • 5 • • • 5 • • •• • • • • • ••• •• • Design Pressure )psl) for Windows Attached to a Vertical Frame Assembly Tube Window Width under 23' under 23° 25.15/18' 27.314° 30" 33.1/2° 35° 3r Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor p A B C D A B C&D B AC&D B AC&D A B C&D B A,C&D 8 A,C&D g g g under23° +70/.90 +70/90 +70/.90 +70/40 +701.90 +701-90 +70/90 +701-90 +70190 +70/-90 +70/-90 *701-90 +701-90 +70/-90 +701-90 +70/.90 +701-90 +70/-90 25-1518° *70/.90 +701-90 +701-90 +70/.90 +75/.90 +701-90 +70/-90 *701-90 +701-90 *70/.90 +701-90 +701-90 +701-90 *79/.90 *70/-90 +701-90 *701-55 *701-90 383/8° +701-90 +70/-71.6 +70/40 +75/-90 +70/.81 +70/40 +751-90 +70/.90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70/.90 +701-90 +701.99 +701.90 48' +701-73.1 +157.3 +7040 +70/40 +1-848 +701-90 *701.90 +70/40 +7040 +70187.8 +70/40 +70/-90 +701-78.8 +70/.90 +70/.99 +701-90 +701-88.9 +70/.90 505/8" +140.3 +/-54.3 +701-90 +701-90 +1.81.4 +70/90 +701.90 +701-90 +70/-90 +70/832 +701-90 +70/90 +70/-74.6 +70/40 +701.89.2 +70/-90 *751&4.3 +701-892 80' +1-58.5 +1-45.8 +70/44.7 +79/.90 +151.8 +70/-81.2 +7(8-90 +701-75.9 +701-90 +701-70.2 +70158.5 +70/90.3 +1-829 *701-80.8 +701-75.2 +70/-77.7 +701.71.2 +701-74.3 63° +1.55.7 +1A36 +70/40.7 +70/495 */.49.3 +70/.77.3 +70/.90 +701.72.3 +701-93 +/-58.9 +70184.3 +701-78.5 +/599 +701-78.5 +70/-71.6 *79/-73.7 +1-67.8 +701-70.1 • NOTES: 1) SEE SH tt 14 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SFE SHEET 4 FOR SNUBBER REOUIREMENTS. Dealn Premium (pal) br Windows Attached to a Horizontal Frame Assembly Tube Window Width under 23' 254516' 27-3/4° 30° 331/2° 35' 37° Anchor Group Anchor Group Anchor Group Anchor Group Arwho Group Anchor Group Anchor Group AB All All All B A,C&D A 8 C&D A B C&D m i 5 under 23 +70/.90 +70/40 +70/-90 +701-90 +751-82.1 +70/-90 +70/40 +701.79.5 +70/40 +70/40 +7W-74.3 +75/40 25.15/18' +701-90 +70/40 +70/50 +75/.93 +701-90 +70/40 +70/48.8 +70/40 +70/40 +70/84 +70/80 +701-90 394/8' +70/440 +70/40 +70/.0 +702-93 +70/-90 +70/40 +70/.90 +70/40 +70/-90 +701.0 +70/50 +70/-90 45" +7W-90 +70/-90 +70/-90 +70/-90 +70/40 +7W-90 +70/40 +70/-90 +70140 +79/.90 +70/40 +7W-90 50-5/8' +701 +70/40 +70-90 +701-90 +70/.90 +70/-90 +70/-90 +7014)0 +70/40 +70/89.2 +70/49.2 +70/492 80' +70140 +70/40 +70/-90 +70/88.5 +70/40.8 +7040.8 +70/-77.7 +701-77.7 +701-77.7 +70/-74.3 +70/-74.3 +701-74.3 83' +701-90 +70/40 +70/-99 +70/84.3 +70/-78.5 +70176.5 +70/-73.7 +70/-73.7 +701-73.7 +70/70.1 +70/-70.1 +70/-70.1 72" +70/.90 +70/472 +701-77.7 +70/-71.5 +63/82.4 +60/824 +60/40.9 +60140.9 +60/40.9 +/-59.3 +/.59,3 +/-59.3 76° +70190 *75184.8 +70/-75.7 +/87.3 +/-58.9 +/88.9 */57.2 +1872 +/-57.2 +/-55.8 +/-55.8 */-55.8 84' +70/.90 +70/40.4 +701.71.3 +60/42.1 +/.54.2 +/84.2 NOTES: 1) SEE SH tt 14 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SFE SHEET 4 FOR SNUBBER REOUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADD MONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. WNINDOW 1..._ ADDMONAL WIDTHANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. -/ N 0 ori 0`p g0 co 0 0 3 LL am LL 0 m 1t9 1* hi Z 0 oQ CERT. OF AUTH. #29296 A LYNN MILLER, PE. P4409705 FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. I Y--- WINDOW HEIGHT 10' MAX 1 - --dWIDTH WINDOW SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADD MONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. WNINDOW 1..._ ADDMONAL WIDTHANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. -/ N 0 ori 0`p g0 co 0 0 3 LL am LL 0 m 1t9 1* hi Z 0 oQ CERT. OF AUTH. #29296 A LYNN MILLER, PE. P4409705 TABLE 8 WINDOW HEIGHT - WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) 5G= SENTRYGLAS®BY KURARAY AMERICA, INC. - Window Wirth Design Pressure (pal) kir Single Windows, AO Anchor Groups Wubow Width under23" 25-15/18° 273/4° 30' 33.1/2° 35" 37" ii x under 23' +90/-130 +90/-130 +901-130 +00/-130 +901-130 +901-130 +901-130 25-15/18' +831-130 +90/430 +901-130 +90/-130 +901-130 +901-130 +931-130 383/8" +90/-130 +90/-130 +901130 +90/-130 +901-130 +90.130 +90/-130 48" +901430 +90/-130 +901130 +90/-130 +931-130 +90/430 +10/-130 505/8' +901-130 +90/-130 +901130 +901-130 +901-130 +931-130 +901-130 60" +90/-130 +90/-130 +931-130 +901-130 +90/-130 +901-130 +901130 63' +901130 +901-130 +901130 +901-130 +90/-130 +901-130 +90%129.8 72' +90/-130 +931-130 +901-130 +90/-130 +901-129.1 +90-122.5 +901-113.8 18" +90/-130 +901130 +931-130 +901-130 +931-124.1 +9011113.7 +90/-107.8 84' +901-130 +901-130 +901-130 +901130 +931-116.4 +70/-90 +79.90 WINDOW HEIGHT - WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) 5G= SENTRYGLAS®BY KURARAY AMERICA, INC. NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• • • •• •• • • • • • • • • •• • • •• • Design Pressure (psi) fa Windom Attached toe Vertical Frain. Assembly Tube Window Wirth Wind= Widh under 23° 25-15716" 273/4" 30' 33-1/2" 36" 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor* Group Anchor Group A B C D A B C&D B A,C&D A 8 C & D A 8 C&0 B A,C&D A B C&D g f38.3/8" A48" E50-016' under 923`23" +70/-90 +701-93 +70/-90 +731-93 +7W-90 +70143 +70/90 +70/-90 +701-90 +70/50 +701.90 +70/-90 +70'-90 +70/-90 +701-90 +70/.90 +70/-90 +70/.90 +70/-90 +70/-90 25.15118' +70/-90 +79/40 +70/-90 +70/-90 +731-90 +70/-90 +79-90 +70/-90 +791-90 +751-90 +70/-90 +70/50 +751.90 +70/.90 +70/.90 +751-90 +70/40 +731-90 +70/-90 +70/-90 : +A1.9Q +70/-90 +79/.71.6 +70/-90 +70/.90 +70/-81 +70/.90 +70/-90 +70/-90 +79.90 +70/-90 +70-90 +70/.90 +70'-90 +70/-90 +70/-93 +70/-90 +70/.90 +79/.90 +70/.93 +70/-90 +75.90 +70/-731 +1.57.3 +70/-90 +70/-90 +/-64.8 +70/43 +70/-90 +70/-90 +731-90 +731-90 +701-87.8 +751-90 +70-90 +70/-90 +70-90 +70/-90 +70/.90 +70/-90 +7948.9 .73/40 +75.90 +/-69.3 +1-54.3 +70/-90 +70/40 +/-81.4 +70/40 +701.90 +70/-90 +70190 +70/-90 +70/43.2 +70/-90 +701-90 +70/.93 +70-90 +70/.89.2 +70/-90 +70/-90 +70/84.3 +70/-90 80' +158.5 +/-15.8 +70/44.7 +70/.90 +/51.8 +70-81.2 +70/-90 +70.75.9 +70-90 +70/-89.6 +70/.70.2 +731-90 +701.80.3 +70/-70.6 +79/-90 +731-75.2 +70/40 +70/.90 +70/-71.2 +731-90 63' +155.7 +143.6 +70/30..7 +7049.5 +/-49.3 +70-77.3 +70/.90 +731-72.3 +70/-90 +70/.85.3 +/-88.9 +70/50 +70/-76.5 +70/-74.9 +70-90 +701-71.8 +70/50 +70/.86.5 +/-8.7.8 +70/50 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• • • •• •• • • • • • • • • •• • • •• • Design Pressure (Pst) fa Windows Attached to a Horizontal Frame Assembly Tube WINDOW HEIGHT 1 1 Wind= Widh under23° 25-15/18' 27.314' 30" 33.1/2" 35° 37° Aocha Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AS All All All 8 A,C&D A B C&D A B C&D t T P under 23' +7040 +73/-93 +70/90 +70/.90 +70/-8311 +7040 +70-90 +79/-78.5 +70/-90 +70/.90 +70/.743 +70.90 25.15118° +70/.90 +70/40 +70.93 +70-90 +70/90 490 • •+p -8 A.8 • +79/93 •+70(40 • $70/-84 +70-90 +70-90 383/8" +70-90 +731-90 +70/-93 +701-90 +70/.90 •+70-90 •70.50 • +18/410 8+70190 • +70/-90 +70/-90 +70.90 45 +70-90 +70/-90 +70/.90 +70/.90 +701.90 6+10.90 • : 0-10• : +A1.9Q ••11-90 • • +701.90 +701-93 +79-90 50.518" +701-90 +731-90 +731-90 +75.90 +70/.90 +70190 •70/-0 • +791.9hi 0+70190 •75.90 +70/-90 +70-90 83" +70-90 +70/40 +75.90 +70/-90 +70/40 •+10.90 • • 470-90 • +70 !43 6+79,90 • • +7540 +75.90 +701.90 83" +70.90 +75-90 +70/-93 +70/.00 +70/40 +70.90 +75-90 +75.90 +70/90 +75.90 +75.90 +70.90 72" +701-90 +75/40 +70/90 +751-90 +70/90 +70-90 +70-90 +70/-93 +70/-90 +7540 +701.90 +70.90 76" +70/-90 +70/40 +70/40 +70/-90 +70/.90 • .71•11p • +70-90• • +70193 +71:68114, •74t.80 +70/-90 +70.90 84" +70-99 +70/40 +701-90 +75.90 +75.94 •+70.911 • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• • • •• •• • • • • • • • • •• • • •• • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 16' MAX -� L FRAME ASSEMBLY TUBE WINDOW WIDTH ADDmONAL ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCTR 15 caroply B c�w"IdtnBCAe' l�7, ce No L� yyt�'„ date �.�ry��. BY LL. '�. irk,• A. LYNN MILLER, P.E. P.E.A 68706 CERT. OF AUTH. #29296 ••• • • • • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • •• • • • •• • • • ••• • FRAME ASSEMBLY TUBE ADDR7ONAL ANCHOR (4), IF REQ /-- WINDOW HEIGHT 1 1 10° MAX. 1- __"1 II WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 16' MAX -� L FRAME ASSEMBLY TUBE WINDOW WIDTH ADDmONAL ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCTR 15 caroply B c�w"IdtnBCAe' l�7, ce No L� yyt�'„ date �.�ry��. BY LL. '�. irk,• A. LYNN MILLER, P.E. P.E.A 68706 CERT. OF AUTH. #29296 ••• • • • • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • •• • • • •• • • • ••• • • •••• • • • ••• •• •• • • •• • •• •• • • •• • •• •• •• • • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• ee.e'eza FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" Sia• - 3/14 HS} • • ' • • : : • 7) 7/8" LAMI. IG: (3/16" AN - 1/4";PIR - 3/16" Hy- .390"V - 3/16; HS: 9) 7/8" LAMI. IG: (3/16" T - 1 /4"•At} - 3n e" HS - .890" 6£ - 3/166 MS) • SG= SENTRYGLAS®BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT ,l WINDOW �, WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND CUANTITIES. • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• • • • PRODUCT REVISED w comptym9 wbb de rkwida Acceptance No HP'OG7� 21 'ration Dale AI a71i1 ,P18 Dy Miami I HOI.0 I6: - - Window Width Design Pressure (pe f) for Shgle Windows, M Anchor Groups Window Width under23' 25-15118' 27-3/4" 30' 33.112" 35" 33" 4 1 under 23' +901-130 +90/-130 +901-130 +9W-130 +901-133 +90/-130 +90/.130 25.19/18" +90/-130 +901-138 +901-130 +90/-130 +90/-133 +93/-130 +90/-130 383/9. +901-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 49' +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 80&9. +93/-130 +90/-130 +901.130 +901.130 +931-130 +90/-130 +901-130 80° +90/-130 +90/-130 *90/-130 +901-130 +90/-130 +90/-130 +901-130 83" *901-130 +90/-130 +901.130 +901-130 +90/-130 +90/-130 +801.130 72" +90/-130 +90/-130 +901-130 +90/-130 +90/-133 +90/-130 +801-130 79" +90/-130 +90/-130 +93/-130 +901-130 *90/-130 +901-130 +901-130 84" +90/-130 +83/-130 *901-133 +901-130 +901.133 +701.90 +791-90 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" Sia• - 3/14 HS} • • ' • • : : • 7) 7/8" LAMI. IG: (3/16" AN - 1/4";PIR - 3/16" Hy- .390"V - 3/16; HS: 9) 7/8" LAMI. IG: (3/16" T - 1 /4"•At} - 3n e" HS - .890" 6£ - 3/166 MS) • SG= SENTRYGLAS®BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT ,l WINDOW �, WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND CUANTITIES. • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• • • • PRODUCT REVISED w comptym9 wbb de rkwida Acceptance No HP'OG7� 21 'ration Dale AI a71i1 ,P18 Dy Miami I HOI.0 I6: Design Pressure (psi) fa Windows Attached to a Vertical Frame Assembly Tube Window Width Wmdow Width under 23° 25-15/18° 27-3/4" 30" 33.1/2° 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C 0 A B C&D B A,C&D A B C & D A B C&D B A,C&D A B C&D I g48" E50.5!8" under 23" +701-90 +701.90 +70/-93 +70/-90 +75/40 +701-93 +701-90 +791-90 +70/.90 +791-90 +701-90 +701.90 +791.90 +70/.90 +701-90 +701-90 +701-93 +701.93 +70/.90 +70/-90 2515118" +701-90 +70/.93 +701-90 +701-90 +701.93 +70/-90 +70/40 +70/.90 +70/.90 +70/.90 +701.90 +70/.90 +701.93 +701.90 +701-90 +70/-93 +70/-90 +701-90 +7553 +74/90 38-3/8" +731-90 +701-71.6 +791-90 +701-90 +70/-81 +70/-90 +70/40 +701.90 +791-90 +701-90 +70/40 +70/.90 +75590 +701.90 +701-90 +701-90 +70/90 +75593 +70/-90 +701.90 +70/40 +70/.73.1 +/..57.3 +70/-90 +791-90 +134.8 +701-90 +70140 +701.10 +701-90 +701.90 +701.87.8 +70/40 +791.90 +791-93 +701.90 +791-90 +70/-93 +701.90 +701.86.9 +70/90 +70/41 +1.89.3 +154.3 +701.995 +70/-90 +/81.4 +70/-93 +701-93 +701-90 +7d-90 +701-90 +701.83.2 +70/-90 +701-90 +70/.90 +701.90 +70/89.2 +73/-99 +70140 +70144.3 +73/.93 60° +/-58.5 +145.8 +70/84.7 +70/-93 +/-51.8 +70181.2 +70/.90 +791-75.9 +70/40 +70/-89.8 +70/-70.2 +70/.90 +70/80.3 +791.78.8 +701.90 +70/.75.2 +701-90 +701-90 +701-71.2 +70/-93 63" +/.55.7 +/.43.8 +70/40.7 +70/89.5 +1.49.3 +73/-77.3 +70/-90 +701-723 +70/.90 +70/85.3 +186.9 +70/-90 +73/.78.5 +70/-74.9 +701.90 +70/-71.8 +75/.90 +701485 +/-87.8 +70/-93 • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (pat) for Wmdows Attached toe Hor¢ordal Herne Assembly Tube WINDOW Wmdow Width under23" 25-15/18" 27-3/4" 30° 33-1/2 35° 37" TMAX Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grafi Anchor Group All All A9 A9 B A, C& D A B C& 0 A B C& D V,,, =g E tmder23" +70/40 +701.90 +70/40 +73143 +73/42.1 +70/40 +7W-93 +73/78.5 +70/-90 *73/-90 *75574.3 +70/-90 25-15116" +7W-90 +70/-93 *73140 +7d-90 +70,.90 +70/.90 +70/88.8 +79/40 +70/40 +70/-84 +70/-90 *731-90 369/9" +70/40 +791-90 +70/-90 *70/40 +73140 +70/.90 +7040 *70/-90 +70/40 +70/40 +70/40 +70/40 48" *79140 +70140 +731-90 +70/40 +79140 +70140 +70/40 +70/43 +70140 +73/43 +70/-90 *79/40 50-5/8' +791-90 +79140 +70140 +70140 +70/40 +70/-90 +79140 +73/-93 *75/-90 +70/40 +70/-90 +70/-90 60" +70140 +70140 +70/40 +70.90 +70/43 +70,40 +791.90 +73/40 *70/-90 +70/-90 +791-90 +70/-90 83" +79140 +70/40 +791-90 +70/40 +79143 +70/40 *70/-90 *70/-90 +7W-90 +70/-90 +70/41 +70/40 72" +70/40 +7d-90 +7W-90 *70/40 +70/40 +79149 +70143 +70/.90 +70/40 +70/-90 +70/-90 +75/40 78" +70/-90 +70-90 +70/40 +791-90 +79/40 +70,40 +791-90 +79/40 +70/4) *79140 *75/43 +70140 84° *70/-90 *79140 *70/40 +70/43 +70'40 +70/40 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX -+{ h - T WINDOW HEIGHT L FRAME ASSEMBLY TUBE WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. rc 0 CO. 0 mm o � 5 m a Q SU In A. LYNN MILLER, P.E P.E.658705 rn m FRAME WINDOW HEIGHT ASSEMBLY 1 111135 10" TMAX ADDITIONAL ANCHOR (4), IF REO. I WINDOW -"I WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX -+{ h - T WINDOW HEIGHT L FRAME ASSEMBLY TUBE WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. rc 0 CO. 0 mm o � 5 m a Q SU In A. LYNN MILLER, P.E P.E.658705 rn m • •• • •• • • • • • • • • • . •.• •• • •• •• • • •• •• • • • •• ••• •• • •• • • •• •• • • • • • • • • • • TABLE 14: • FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - ?!i6" ATR - 1/8" AN .012(501:v13 -.1 8" Ail "PVS"= BUTACITEaPVB BY KURARAY Al RICA, INC. • • • • • • • • • ••• ••• • •• WINDOW HEIGHT WINDWIDOW TH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • • • • • ••• • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• VISED as complyCT ing with S 50ldM Building (:oda hrXO�:t� Auup=c No leo" E.c,'ration Datet!.4111 JP18 By /.././.. Product - Window Width Design Pressure (ps1) tor Single Windows, A9 Anchor Groups Window Wdth under 23' 25-15/16' 273/4' 30' 33.1/2' 35' 37" Anchor Group under 23" +70/-90 +70/-90 +70/-90 +70/-90 +7W-90 +70-90 +70/-90 8 25-15118' +791-90 +70/-90 +70/-0 +70/40 +70/-90 +70-90 +70/-90 B 383/8' *70/.90 +70/-90 +70/-90 +70/-90 +70/-90 +70-90 +70/40 rn 48° +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70-90 +70/40 1 50.5/8' +70/-90 +70/40 +70/-90 +70/-90 +70/-93 +701-90 +70/-90 *701-90 60° +70/-90 *70/-90 +701.90 +70/-90 +70/-90 +701.88.8 +70/.84.6 +70/43 63" *70/-90 +70/-90 +70/.90 +70/-80 +70/-87.2 +70/-84 +701-79.9 +70/-90 72' +7W-99 +701-90 +70-88.5 +70/41.5 +801-79 +80/89.4 +80/47.8 +70/-90 76' +701-90 +70/-90 +70/-88.3 +70/-75.7 +60/-872 +80/-65.2 *80/83.3 +701.90 84' +791.90 +70-90 +70/41.3 +601-70 +90/61.9 48° +70-73.1 • FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - ?!i6" ATR - 1/8" AN .012(501:v13 -.1 8" Ail "PVS"= BUTACITEaPVB BY KURARAY Al RICA, INC. • • • • • • • • • ••• ••• • •• WINDOW HEIGHT WINDWIDOW TH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • • • • • ••• • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• VISED as complyCT ing with S 50ldM Building (:oda hrXO�:t� Auup=c No leo" E.c,'ration Datet!.4111 JP18 By /.././.. Product TABLE 16: Design Pressure (pet) for Windows Attached to a Vertical Frame Assembly Tube Window Width under23' under 23' 25-15/16' 27-314° 30' 33-1/2' 35" 37' Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group /mho Group Ancho Group A 8 C D A 8 C&D B A,C&D A B C&D A B j C & D 8 A,C&D 8 A,C&D 4 1 under23' +70/-90 +70/-90 +70/-90 -90 +701-90 +70/40 +70/40 +70/40 +70/.90 *701.90 +70/40 +70/-90 +70140 +70/-90 +701 +70/-90 *701-90 +70/.90 +701-90 25.15/15' +70/-90 +70%80 +791-90 +70%90 +70/-90 +70/43 +701-90 +70%90 +70/-90 +70/40 +70-90 +70/49 +70140 +70(40 +70/-90 +70/49 +70/.90 +70/-90 +7W-90 38-3(8' +79/40 +70/71.8 +701-90 +70/-90 +70/-81 +70/-90 +70/40 +70/40 +70/40 +70/-90 +70/-90 +70/40 +701.90 +791-90 +70/-90 +70/40 +70/40 +70/-0 +791-90 48° +70-73.1 +/87.3 +70140 +70/-90 +144.8 *70/40 +70/43 +70%40 +70/-90 +70/-90 +70/47.8 +70/40 +701-90 +70178.6 +70/-90 +70/90 +70/40 +70//48.9 +75/40 50.5/8' +149.3 +-54.3 +70/40 +70/-90 +/-61.4 +70/-90 +70/40 +70/40 +791-90 +70/-90 +70/432 +70/-90 +791-90 +70174.8 +70143 +70/49.2 +70/ +701.84.3 +70/-90 80' +/45,5 +/-45.8 +70144.7 +70/40 +/31.8 +791-61.2 +70/40 +70/-75.9 +70/-90 +70/-89.8 +70/-70.2 +70/-90 +70/.80.3 +/429 +70/40 +70/45.2 +70/48.8 +70/-71.2 +70/84.8 63' +1-55.7 +/.13.6 +79140.7 +70/49.5 +/-49.3 +701-77.3 +70/-90 +70/-72.3 +70/-90 +70/45.3 +/-68,9 +791-90 +7178.5 +149.9 +70/47.2 +79/-71.5 +70144 +/47,8 +70/-79.9 TABLE 16: NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (psi) br Windows Attached to a Horizontal Frame Assembly Tuba Window Width under23' 28.15/16' 273/4° 30' 33-1/2' 35" 37° Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Al A8 All A0 B A,C&D A B C&D A 8 C&D V xx M gg under 23" +70/-99 +701-90 +70/40 +70/40 +70/421 +70/-90 +70/-90 +70178.5 +701.90 +70/.90 +70/-74.3 +70/40 25-15/18' +70/45 +70/-90 +70/90 +70/40 +70/9 +70/-90 +79138.8 +70/40 +70140 +70/84 +70/40 +79140 38-3/5° +70/90 +79/40 +70/40 +70/40 +70/-90 +791-90 +70/-90 +70/-90 *791-90 +70/40 +70/-90 +70/40 48" +70140 +70/-90 +70/40 +70/43 +701-90 +70-90 +79/-90 +70/-90 +791-90 +70/.93 +70/-90 +70/40 50-5/8' +701-90 +70/40 +70/-90 +70/40 +70/-90 +70/-90 +70/.90 +70/40 +70/-90 +70/-90 +70/-90 +70/40 90' *70/40 +70/40 +70/-90 +70/40 +70/-90 +70140 +70148.6 +70/48.6 +79//-88.8 +70/-84.6 +70/-84.8 +7W-84.5 83' +70/40 +70/40 +70/-90 +701-93 +70/47.2 +70137.2 +79144 +70/.84 +70144 +70-79.9 +70/-79.9 +70/-79.9 77' +70/-90 +70/40 +70/48.5 +75/41.5 +80/-70 +60/-70 +60149.4 +60/89.4 +90/49.4 +80147.8 +60/47.8 +60/-67.9 78' +70/-90 +70/-90 +70/48.3 +70/-78.7 +60/472 +80147.2 +80145.2 +80/45.2 +90/88.2 +50143.3 +80/43.3 +90/83.3 84° +7040 +70/-90 +70/81.3 +130/-70 +60/81.8 +80/-61.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTmES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10' MAX -I FRAME ASSEMBLY TUBE WINDOW HEIGHT J_ WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 4 0 0 0 m 0 E 2 6 ° Vz a0 Lt. .0 co 6 1- -6Z o Q 0/V h A LYNN MILLER, P.E. P.E.0507E5 CERT. OF AUTH. #29296 FRAME ASSEMBLY TUBE WINDOW HEIGHTI 1 1 10" TMAX ADDITIONAL ANCHOR (4), IF REQ. _...1WINDOW WIDTH I I'�__ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTmES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10' MAX -I FRAME ASSEMBLY TUBE WINDOW HEIGHT J_ WINDOW WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 4 0 0 0 m 0 E 2 6 ° Vz a0 Lt. .0 co 6 1- -6Z o Q 0/V h A LYNN MILLER, P.E. P.E.0507E5 CERT. OF AUTH. #29296 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• ••• • • •• • • •• • ••• • • • •• • • • • • • • • • • ••• • •• • • • ••• 214* TABLE 17: FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/AIR•-•3/16° - 3/48/" AN� 8) 7/8° LAMI. IG: (3/16" T - 1/4" SIR - 316" AN :.40" Sri - S/16"AN) • • • • °SG'= SENTRYGLAeBY KURARAY AMERIC,it Rd. • • • WINDOW HEIGHT 1 WINIDTDOW k - WH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTMES. • •• ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• PRODUCT REVISED as complying with the Florida Building Code A°c0ptanee No KO' -.. ,x•21 'm Date ,-.7011111 1g. - - Window Width Design Pressure (per) 19r Single Windows, All Anchor Groups Window Width under23" 2515/19 27-3/4" 30' 33-1/2' [ 35' 37' Anchor Group under23' +901.130 +901-130 +801-130 +901-130 +90/-130 +90/-130 +90/-130 8 25-15/18" +90/-130 +90-130 +901-130 +901-030 +901-130 +901-130 +901-130 m 2 g 383/8° +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 48° +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 so -s/8" +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 80" +90/-130 +90/-130 *90/-130 +90/-130 +90/-130 +906130 +90/-130 83' +901-130 +90/-130 +90/-130 +991-130 +90/-130 +990-130 +90/.130 72' +90/-130 +991-130 +90/-130 +901-130 +90/-130 +90/-124.8 .90/-115.7 79" +90/-130 +90/-130 +90/-130 +901-130 +90/-129.2 +90/-119.7 *90/-109.8 84" *90/-130 +80/-130 +90/-130 +90/-130 +90/-1184 +701.90 +70.90 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/AIR•-•3/16° - 3/48/" AN� 8) 7/8° LAMI. IG: (3/16" T - 1/4" SIR - 316" AN :.40" Sri - S/16"AN) • • • • °SG'= SENTRYGLAeBY KURARAY AMERIC,it Rd. • • • WINDOW HEIGHT 1 WINIDTDOW k - WH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTMES. • •• ••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• PRODUCT REVISED as complying with the Florida Building Code A°c0ptanee No KO' -.. ,x•21 'm Date ,-.7011111 1g. • Design Pressure (psI for Windows Attached to a Vertical Frame Assemhly Tube Window Width Window Width under 23* under 23" 25-15/16" 27-3/4" 30" 33-1/2" 35" 37' Anchor Group Anchor Group And io Group Anchor Group Anchor Group Ando Group Anchor Group Anchor Group A 8 C 0 A B C&D 8 A,C&D A B C&D A 8 C&D B A,C&D A 8 C80 r CO g under 23" +701.90 +701.90 +701.90 +70/-90 +70/.90 +70/-90 +70/-90 +70/-90 +70-90 +701-90 +70-90 *70690 +70/90 +70/-90 +791-90 +70/-90 +791-90 +701-90 +701.90 +70/-90 2515/18" +70/-90 +701.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +701.90 +70'-90 +70/-90 +701-90 +70/90 +70.90 +701-90 +70/.90 +701-90 +79-90 +701-90 38-3/5" +70.90 +70-71.8 +791-90 +791-90 +70/41 +70-90 +701-90 +7W-90 +70-90 +701.90 +70.90 +7040 +70.90 +701.93 +70-90 +70.90 +70690 +70.90 +70690 +70/40 48° +70-731 +1.57.3 +70-90 +790-90 +/84.8 +70.90 +70/.90 +70-90 +70-90 +790-90 +7947.8 +70-90 *70-90 +701.90 +70-90 +70/-90 +70/.90 +70-90 +70-88.9 +79-90 50-5/6' +/-89.3 */-54.3 +70-90 +79-90 +/81.4 +79.90 +79-90 +70.90 +70-90 +79.90 +70/-83.2 +791-90 +79-90 +70.90 *70-90 +79-892 +79.90 +791-90 +70-84.3 +701-90 60' +1.58.5 +145.8 +79-84.7 +70-90 +/-51.8 +7941.2 +791-90 +70.75.9 +70-90 +70.09.6 +70/-70.2 +79.90 +7040.3 +701-78.9 +70-90 +79-75.2 *79-93 +79.90 +70-71.2 +70/40 53' +1.55.7 +143.6 +7940.7 +7049.5 +149.3 +70.77.3 +70-90 +79-72.3 +78-90 +70/45.3 +186.9 +7940 +70.76.5 +70/-74.9 +70-90 +70-71.9 +70-90 +79485 +147.9 +70-90 • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. -F- WINDOW WINDOW HEIGHT Design Pressure (per) for Windows Attached to a Horizontal Frame Assembly Tube FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. h"._ Window Width under 23* 25-15/18' 27-3/4" 30' 33-1/2' 35" 37' Anchor Group Anchor Group Anchor Croup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AD All All All B A,C&D A 8 C&D A B C&D g N under 23' +70/-90 +70-90 +79-90 +70/-90 +701-82.1 +79-90 +79-90 +70/-78.5 +70/-90 +79-90 +70/-74.3 +791-90 25-15116" +70/-90 +70/-90 +70-90 +70-90 +79-90 +70/-90 +790.8915 +70-90 +79-90 +7044 +7040 *790.90 38.3//9' +701-90 +70-90 +79-90 +70.90 +70/-90 +70/-90 +704 +79-90 +70/-90 +70-90 +79-90 +790.90 48° +79-90 +70/-90 +70/-90 479-90 +7940 +70/-90 +70/-90 +791-90 +701-90 +701.90 +70/-90 +791-90 50.5/8" +70/.93 +70/-90 +70-90 +70/-90 +79-90 +70/-90 +70/90 +70-90 +70/40 +70/-90 +70-90 +790.90 80" +70/43 +79-90 +70/-90 +70.90 +79.90 +70.90 +70/-90 +70-90 +79-90 +70/-90 +79-90 +7940 83" +70/-90 +70/-90 +70/-90 +70.90 +70.90 +70/-90 +70-90 +7040 +79-90 +7940 +70/-90 +79-90 72" +70/40 +79-90 +70/-90 +79-90 +70/-90 +79-90 +70/-90 +70/.90 +79-90 +790.80 +70/-90 +79-90 76' +70/-90 +70/-90 +70-90 +70/40 +79-90 +79-90 +7930 +70.90 +79.90 +70/-90 +79-90 +79-90 84° +70/40 +70/-90 +791-90 +70/-90 +79-90 +79-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. -F- WINDOW WINDOW HEIGHT FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. h"._ 10" MAX. 1- -"1 WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDmONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10" MAX �I FRAME ASSEMBLY TUBE WINDOW HEIGHT L WINDOW 1ADDITIONAL WIDTHANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADD MORAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 O 6cO 4 0 co 0 ma0 ce sm e CERT. OF AUTH. #29296 A LYNN MILLER, P.E. P.E.# 58705 • • ••• • • • • •• •• • , • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • TABLE 20: Item Dwg. # ! Description Material 1 7002 Main Frame Head, SIII & Jamb 6063-T6 Alum. 2 7071 Anchor Plate 8083-76 Alum. 3 7003 Sash Top, Bottom & Side Rail 6083-78 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steal 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187"x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WWr-24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Baddng Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Ann) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steal 23 7050 Egress Hinge/Washable (11D), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" x 1.1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Lami Bead B 6063.78 Alum 36 7042 Laml Bead C 6083-76 Alum 37 7059 Lam' Bead D 6083-18 Alum. 38 1224 Vinyl Bulb Wstp (Thiel() Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 60 7006 Screen Frame 3105-H14 Alum 61 7040 Screen Corner Key Poiypmpoiene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add-on Flange 0083-T6 Alum 71 7034 Frame Assy Tube 6063 -TB Alum. 80 88-32 x 1/2" Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1157 #8x 1/2" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" FI, Ph. SMS Stainless Steel 83 #8 x 7/8" Fl. Ph. SMS Stainless Steel 84 #8 x 1" Fl. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #10x 1/2" Ph. Pn./TEK Stainless Steel 89 #10.24x 9/16" Ph. Pn. TYPE F Stainless Steal 90 #12x 1" Ph. Pru TEK Stainless Steel ASSEMBLY•gETNgs ••• ••• •• ••• ALL DETAILS SHOWN FROM THE II:FERICR L ./ • •: 1 0 •• • •••• • • • • •H.,,,,, ,,,,,,.: • c, oilRANSEH IR s •• • • • AS REQUIRED PER TABLE 3, SHEET 4 FRAME CORNERS INTERIOR A LYNN MILLER P.E. P.E.#58705 Revised By: Date: Revision B: PRODUCT REVISED as complying with the Florida Building Cafe Acceptance No 1G.04.241* 21 Expiration Date�IUI , By . //, . ' �l Revised By: Dale: Revision A: 1070 TECHNOLOGY DRNE N. VENICE, FL 34275 P.O. B0% 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 Description: Drown By: BOM AND CORNER VIEW J ROSOWSKI Title: Date: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scale: Sheet: Drawing No. Rev: CA -740 NTS 10 OF 11 MD-CA740-LM B STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS SILICONE HOT -MELT BUTYL STRUCTURAL KODISPACE 4SG TPS t4 5116'NOM BUTYL & DESICCANT IXT. GLASS FOAM Are, S SILICONE 1/4' NOM. FOAM WITH DESICCANT INT. GLASS ALUMINUM REINFORCEMENT INT. GLASS DURASEAL® SPACER EXT. GLASS 3/16' NOM. INT. GLASS SUPER SPACER® NXT TM POLYISO- BUTYLENE SEAL"(JO ROLL -FORMED ROLL -FORMED f C�� STAINLESS STEEL DESICCANT FILL AREA 5116* NOM. SILICONE SEAL EXT. GLASS 0XL EDGE TM SPACER INT. GLASS Part# Description Material 100 Kommerling 4SG TPS Spacer System See this Sheet for 'Materials - 101 Ouanex Super Spacer nXt with Hot Melt Butyl 102 Ouanex Duraseal6 paCYr• • • • • • 103 Cardinal XL age Spacer, • REFERENCE TEST REPORTS: Fri -8 P1*, 8968 8569716 • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • •• • •• • •• • ••• ••• • • • • • •• • • • • • • • • • • • •• •• • • • • 0 FRAME HEAD, SILL & JAMB #7002, 6063-T6 1.358" 095' J 2 ANCHOR PLATE #7071, 6063-T6 708° - .050' �+ .885' 7 CI 5 BEAD B #7036, 8083-T6 870' .050' .589' 37 BEAD D #7059, 6063-T6 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 7 .040' -1.0000° .423' -1 1-7--t- FIXED 60 SCREEN FRAME #7006, 6063-T6 .523' .050' .885" 7 B� 36 #7042, 6063-T6 .125° .082' 1.124' �+-- .093' 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 2.701' J .083' .093' -J 70 ADDON FLANGE #134, 6063-T6 A. LYNN MILLER, P.E. P.E 858705 Revised By: Dote: Revision 8: JR 05/05/16 ADDED THIS SHEET WITH SPACERS. Revised By: Date: Revision A PRODUCT REVISED as complying with dm Florida Building Coda Accaptanco No I�WO - C162 q.21 E'pintion Date :?"1,1r- • l8 Ulan ® Description: Drown By: EXTRUSIONS & SPACERS J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: . Date: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 Series/Modal: Scale: Sheet: Drawing No. Rev: CERT. OF AUTH. #29296 CA -740 NTS 11 OF 11 MD-CA740-LM B ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) POT 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 Hi DESCRIPTION: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 vvvvw.miamidade.gov/economv e. ; "HR -7I0" Aluminum Horizontal Rolling Window - L.M. APPROVAL DOCUMENT: Drawing NT; —4127=10`titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05116, 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 RA G: Large and Small Missile Impact Resistant. LABELING: Each unit shall �Fear . = . -_- az a 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 filetraird there has been no change in the applicable building code negatively affecting the performance of thisprod'uct.• • TERMINATION of this NOA will occur after the expiration date or if there has beea 1.4evision o; change • in the materials, use, and/or manufacture of the product or process. Misuse of this NO.A•as an endorsement . of any product, for sales, advertising or any other purposes shall automatically terminate this Nt)AsFailure to comply with any section of this NOA shall be cause for termination and removal c11611194. ; . • •. ADVERTISEMENT: The NOA number preceded by the words Miami -Dads, ajuty, Floncta, and followed by the expiration date may be displayed in advertising literature. If an}T pot tion of the 1 OA is displayed, then it shall be done in its entirety. • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by t1itm•anufagttnr pr its • distributors and shall be available for inspection at the job site at the request of the Building Officiht. • This NOA revises NOA# 15-0519.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • MIAMI-DADE COUNTY APPROVED NOA No. 16-0714-.13 zpiration Date: December 21, 2021 Approval Date: September 01, 2016 Page 1 • • • .. • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G 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 Aix 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) 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 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, TAA•20:94 •. 6) Forced Entry Test, per FBC 2411.3.2.1, TAS .2.02c:94 • along with marked -up drawings and installation diagram of an XGA aluminum horizontal sliding window, prepared by Fenestration Testing L&Ydx'aVry, Irlc ;'1st • • Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmurido Lar$ae pada, . P.E. • . . ..• .. . . . (Submitted under NOA No.06-0405.06) • E-1 • . . .. • • .... . • • • .. . • Manuel Per ' E. Product Control E i er NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 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 their "Kuraray ButacitelD PVB GIass Interlayer" dated 04/25/15,.`xpijng ort i2ft t/16. E-2 . . .... . . .... •• . • • • • • • . ... .... . . . .. • • • • ... • • • • • . . • •••• • • • .. Manuel Pe Product Control E NOA No. 16- i .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 z,•.� amin PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FSC -5th Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0905.06) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. O'1'HERS 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries for their Series "HR -710" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/09/15 and expiring on 12/21/21. • • • • . .. • . . • . • .... .... . • • .• .... .... . .. . . • • • ....•••• • .. . • • • . • • • .. • • . ... .... • • • .. Manuel Pere Product Control Exa r NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-3 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW STANDARDS USED: GENERAL NOTES: OPTIONS: DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •2014 FLORIDA BUILDING CODE (FBC), 5TH EDI77ON •ASTM E1300-09 1. GLAZING (SEE _ •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION . 16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB° INTERLAYER. •ALUMINUM DESIGN MANUAL, ADM -2010 •AISI-S100-07182-2010 B. 5/16" LAMI CONSISTING 0 1) T 1 W H A. 90" "PVB" INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH A .090° "PVB" INTERLAYER E. 7/16° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH A .090" "VS" INTERLAYER NOA DRAWING MAP "PVB" F. 7/16° LAM/ CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090° INTERLAYER G. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. H. 13/18" LAMI 10: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 1.13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090° "PVB" INTERLAYER. J. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4' AIR SPACE AND 7/16" LAMI SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL. 5 ANCHORAGE 8-11 CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB° INTERLAYER. K. 13/16" LAMI 15: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. L. 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3(16° OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER 2. CONFIGURATIONS: OX, X0, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. TEST PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER 4. ; , . -. ; . - . . ■: S INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. - PRODUCT SED 66complyingwkb8 e Ao eptg Code Accep�eNoJ,OO ' 6.F-• .,'" EALEDWITHNARROWJOINTSEALANTORGASKET. ration Data BL} 7. REFERENCES: TEST REPORTS FTL-4858. FTL-4859 AND FTL-5330. ELCO TEXTRON NOA ANSUAFBPA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN IjEtItNE yTEtTEQ TO MPR'WITH *I REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ,� • By 4''J (4 _' MG Miem •ettePtodeM . • HURRICANE ZONE (HVHZ). s • • • . 9. FOR INSTALLATION IN THE d\O�0•V� A30rF= ,GURV QYP•ES: - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. "PVB" = .090° BUTACITE®P‘Ip firEFRVER BY KIIfMRAYAMERICP�IiII . s • • '1; :' tip....... ,� ;.. %;:;;,,• • '-: -ii •• - •. 4 ,.•„ n'.; ?. •, •r ; I 1 ' r Read Data Raisins ••• 1 • • •' •�' ,."�,° NOTES '1 :t '' • , • .;TATIE G. : - :... JRA r• 05105718 ADDED9PACF/i6 TO . y- • •• • • • • e• •• • • • • 1 • • 1070 TECHNOLOGY DRIVE N. VENICE, FL 39275 GENERAL HORIZONTAL ROLLER WINDOW, IMPACT , •.'/Orels�". •' .;;•ri `' '• ; "' !.`.•.•,:.. r'`•,;.�� Rand* Rolex.ALUM. P.O. BOX 1626 NOKOMIS, FL 34274 Vis/b1Y Better e.m s� mem �� rbn A• L%%NI / 0 P.E. Br FJC > 228/05 Cied6adBy J.J. Dew 3123/06 - HR710 - NT$ 1 d 11 4127-10 G' •.. AO • —•� • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • ••• • • • • • • • • 1 • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • . 0 21 P 0 ® 1 { 1 Part al Description Material L— 75 Kommeriing 4SG TPS Spacer System J Ji� See © Ir , 76 Quanex Super Spacer nXT with Hot Melt Butyl this Sheet for ;� GLASS B GLASS 81•IE 77 Quanex Duraseal Spacer 7B Cardinal XL Edge Spacer Materials ® 60,61,82 ® CISD REFERENCE TEST REPORTS: FTL-8717, 8088 & 8970 118' ANNEALED OR HEAT STREN ASO PVB INTERLAYER 1/8" ANNEALED OR HEAT STREN 5/16' NOM. ED GLASS GLASS w 3118' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 5/16' LAMINATED GLASS 7/16 LAMINATED GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. C] EXTERIOR INTERIOR* IVB' = BON THE DP AND ANCHOR 21 (ALL SECTIONS) I 95m1f �' SAFLEX EASTMAN KURARAY BUTACITE 6 PVBINTERLAYER Or PVBINTERLAYER BY CHEMICAL COMPANY QUANTITY TO REMAIN UNCHANGED. ® UP �� '�' 4- 1/2' NOM. �' GLASS BITE 1 •12" NOM. GLASS BITE 0 0 88,87,68,69,70,71 4153=20 1/8' ANNEALED OR HEAT STRENGTHENED GLASS3/16' .080 PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS ~� ANNEALED OR HEAT STRENGTHENED GLASS 060 PVB STERLAYPR 3/16" ANNEALED OR HEAT STRENGTHENED GLASS LAMINATED 6116' LAMINATED 7/16' 3116' OR 1/4' AIRSPACE 5/18' 01113/8" AIR SPACE 1/8' or 3/16' ANNEALED OR TEMPERED GLASS 118' OR 3/16' ANNEALED OR TEMPERED GLASS NOM. LAMI IG 13/16' NOM. 13/16" GLASS W/ 5/16' LAMI 13/16' LAMI IG GLASS W/ 7/16' LAMI 13/16' �` SILICONE STRUCTURAL N. SILICONE ALUMINUM HOT -MELT BUTYL REINFORCEMENT POLYISO• 4 BUTYLENE 3/16" NOM. \ 5/18' NOM. SEAL ;V•,, \� 1 DESICCANT FILL AREA 5/16'NOM. �I'4, SILICONE SEAL PRODUCT REVISED acacias as with this Ptatela acacias R cc ,, 0 / , f STRUCTURAL ' 1/4' NOM. FOAM BUM & `� y� ratan Data /MAIM POLYISOBUMEN DESICCANT + wmi / DESICCAM DESICCANT FOAM ROLL-FORMEDWITH v STAINLESS STEEL ' Ay filfJi -- E. GLASS / ,� 0° EXT. GLASS) ,• • • r EXT. GLASS , ,� - EXT. GLASS ,, III 1 Miami a adeProQael �"'�..•, - I1!/rt,, • . . • A INT•GLAtS • • • • •INT. GLASS INT. GS INT. GLASS • • • • • • •O KODISrA€E •• . e • Sil •• DURASEAL® XL EDGET1d l .tli: . :`•' . '0.4.11 Mil r , `r,� j .......,."<rf, ` *:... —,'"r •• n 76 75 4SG TPS ••• •• �'SP/�C�R�'ItlXTT"'' SPACER SPACER ^1N1` • ••• •• • ••a •• :.a,,— 11 6; � " ' fYMBA Deo RML_ • • • .• • • • • DETAILS -•'? -%: %%• •. `'.,L�u:�•. JR 8585/10 o AOD1� SPACERS • • • • . DRNE GLAZING • •' • • 4 ; Stade,: aelx RmDt • ♦ . . . • •• • • • • . • ` 1070 TECHNOLOGY N. VENICE, FL 34276 rs� ALUM. HORIZONTAL ROLLER W/NDOW, IMPACT •, . ...... • •. .<:Q....•••,,..`•.`• :,,/ zcsi 3 il'.. „a,,* ,,,� lialoboo • • •• •• • • P.O. BOX 1678 NOKOMIS. FL 347/4 — 1fl4srb/y Better •dmo0rt mee sees tm+am A.c , A LYMI IR, P.E Dow* woo d,edede,: J.J. t� 9/23/08 hei'7ie Full 2 er 11 4127-10 G P.E$68705 FJC FJG 2/28/05 • • • • • • ••• • • • • • • • • 1 • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT -) WIDTH TYPE 28" 36" 38 3/8" 48" 50 5/8" 54" 60" 83" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 ' -60.0 96" , +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 FOR INSTALLATION IN 106 3/8" ppA��B,G,H [A,�,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 THE HVI-IZ ABOVE 30 FT GLASS G - 108" ��'' A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51. , - 1.7 L S HALL HAVE ATYPES 111") A,B,G,H +60.0 -60.0 I +60.0 -60.0 I +60.0 I -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 1 +53.6 -53.6 50.9 -So•) TAM. TEMPERED THE DPLASS UP TO 111" c,i +60.0 -60.0 AND ANCHOR Y REMAIN UP TO 111" D,E,F,UQUANTI J,K,L +7 5.0 -75.0 D. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" TABLE SMALLER) 2. WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 63" WIDTH TYPE TO 86 7/16" A'B'C` G,H,I +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO -TABLE 3. ARE 1" SMALLER) GLASS WINDOW WINDOW TYPE 26" 36" 38 3/8" 48" 4141M110 54" 60" 63 .AIIT'IH ( 60", A3,G,H +75.0 -75.0 +75.0 -75. +75.0 -75.0 75.0 -75.x/ +75.0 -75.75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 66" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 72" A,B,G,1-1 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 PasROIDIT Rc"ruplyfag R= Wa EVISED Flar(da +75.0 -75.0 +68.1 -68. +63.8 -63.8 74" B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 Data Dia 02/ UP TO 74" D,E,F, +75.0 Y"'Id'"gcot 75.0 Mica By 1 fii,, i/0.', I,JK,L mi.aa ..... Pram' .... o GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 i 5/16" LAMI - (1/8" A, .090,1/8 G. 43/46" .1 Ap41 Ija-1/% OR,3/ o6"A InN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) 0,0,1i,„,. B. 5/16" LAMI - (1/8" A, .090,1/8" HS) " C. 5/16" LAMI - (1/8 HS, .090,1/8' HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) .' 13/16":AriI�I%-1Z8"plr3/•�"/�(MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) j;: t ::i,;r Y ,: • • • • " A N. , 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) = "''' ,.,•;L. I- 4113/16:11A101 -1. DFi 91�' �I/Ij ) J. 13/16" LAMI 1G -1/8R OR43/1%"A'(1AIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) ::o. .:, .1� K. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116"A, .090, 3/16"HS) ; (,t: -,----_ • L."1/16" LAM416-1/S' OR 3/10.P (1441.1,3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3116"HS) 61/./ /4 Ra•OBp oda' R"Y.bx • • • • ' ' ai.`e .;.t r_�SG;•.•'..r: ` v^.. • • • • • DRIVE DESIGN PRESSURES Rn"d9Y. DM Retsina • • . • • • • • " ,077EmNOLoer VENICE, Fair75 • • 7 •BOX ALUM. HORIZONTAL ROLLER WINDOW, IMPACT "J,,,; . I+1' -Rom•Y' 1P Mx - P.O. 1528 NOKOA86. FL34274 VLt1liiy Bette' a saw Wag o..ay' A LYNN MILLER, ER P.E. CnaJ O2 nese 3irdlOB- MR710 NTS 3 a1 11 4127-10 G P.E# 68706 FJG 2/18108 J.J. - • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3/8" VENT X 54 5/16" MAX. DLO FIXED 0 X . , I F FRAME IDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-114) 33 96° MAX. DLO FIXED 33 9/16" MAX DLO VENT 57 318° MAX DLO AL FIXED LITES am: Den 07.8 •• ••• • • • 56" MAX DLO ALL VENTS 73" MAX. 1MDyii•F• F9 i Ir • • • • • • • _ - (FRAME CORNER CONSTRUCTION) DETAIL A -OX OR InvA. ..• ••• • • • • • • • • • • • 107�TECHNOLOSY DRIVE • • • • • • • . VERGE, FIIM4275 • • • • • P.O. BOX 109 NOKOMIS, FL 34274 B 62° MAX I.F. FRAME ALL CONFIG. • •• 63" MAX. FLANGE FRAME ALL CONFIG. 27 3/6" 27 3B" r_ mAx.MAX. VENTOFXEDO 0 D X 85 7116" MAX. WIDTH I.F. FRAME 86 7116° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL VIEW D -D I.F. FRAME FLANGE FRAME RnWac rnwmer J.J. OYIc 323/08 Viatbly Batter ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ao.c 11 4127-10 G HMO NTS 4 el D PRODUCT REVISED iflag as complying the Building Cade Acceptance N5 Oration Dam ITl11V , .:, DadePradnet M1 �7;lii(771 r.. iii i�l A. LYNN MILLER, P.E P.E.858705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • EXTERIOR INTERIOR MAX HEIGHT FLANGE FRAME MAX. VENT DLO MAX FIXED DLO V 11 Lis INTERIOR Ils MAX. VENT DLO EXTERIOR INTERIOR (HOR 0 0 Mfr��.ter Illi—rr��" 00 jIIr1LQ 0 MAX. FIXED DLO —.-I MAX T DLO MAX. WIDTH (FLANGE FRAME) SECTION B- - AL SECTION - XOX SHOWN WITH E FRAME) FIN FRAME) SECTION C -C CAL SECTION, FLANGE F avant* *Ike • . •• • R&sa6* ,» FIG 2/29/06 career J.J. 3/23/09 ••• WlTERIOR • • • •• SILL HEAD (V VR'FICP . SECTION, LE..FRAME) •• • • • • • .. •• 7117 TEGTUIOLOI Y DRIVE • • . VENICE. Fl75 P.O. BOX 1529 NOKOMIS. FL 34274 •• a • • • • • I • • • • ••• • . • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • . (VERTICAL SECTION, I.F. FRAME) �Z 1.010* SECTIONS aie ALUM. HORIZONTAL ROLLER WINDOWS IMPACT Visab Better 118710 acme Half Stoat 5 of 11 u..sman 4127-10 Ra: G PRODUCT REVISED as catnplyiug with Ida Florida Building Cdr Acceptance 'ration Dam A LYNN MILLER P.E P.E.85E1705 IIIIVI DWG# 4102 REV DESCRIPTION MAIL PGI# A FLANGE FRAME HEAD 6063-T6 AL 612237 2 3 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL #8 X 3/4 PH. PAN HEAD 612244 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 6 7 4136 FLANGE FRAME SILL 6063-T6 AL 64136 4137 SILL ADAPTOR 6063-T6 AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 12 13 71298 1626 WEEP HOLE COVER POLYPROP. 71298 ADHESIVE OPEN CELS. FOAM PAD 7PAD1626 4002 A FLANGE FRAME JAMB 6063-T6 AL 14 15 4134 GASKET FOR MAINFRAME SILL JOINT 612225 74134W/K 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 17 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 19 21 4054 4066 B FIXED MEETINGRAIL 606311D -T6 AL 64054A WSTP.,.187 X.930, FIN SEAL 64066G 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 22 23 1683 WSTP.,250 X.270BACK, FIN SEAL 225-1 ROLLER HOUSING& GUIDE 612240 616830 42112HD 24 29 226 BRASS ROLLER WHEELS 4128 HORIZONTAL ROLLER SASH TOP GUIDE BRASS POLYPROP. 73RWHL2 44128N 32 33 35 4006 D SASH MEETINGRAIL 6063HS-T6 AL 1235 W STP.,.170 X .270 BACK, FIN SEAL 64006 675160 1096 SWEEP LATCH DIE-CAST 71096 36 37 38 1016 #8X.625PH. FL.SMS 7858 4126 SASH SIDERAIL 6063-T5 AL 1683 WSTP.,.250 X.270 BACK, FIN SEAL 64126 61683G 39 7070 BULB WEATHERSTRIP .187 X 275 40 41 LIFT RAIL COVER CAP 67070K 74078"C" LORR 4139 LF. FRAME HEAD 6063-T6 AL 64139 42 43 4140 I.F. FRAME SILL 6063-T6 AL 64140 4141 IF. FRAME JAMB 6063-T6 AL 64141 50 51 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 1224 VINYL GLAZINGBEAD BULB (THICK) 6TP247W,K 52 53 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 4039 B GLAZINGBEAD - 5/16" 6063-T5 AL 64039B 54 55 4044 B GAZING BEAD - 5/16" W/GRILL KIT 6063-T5 AL 644703 4222 A GLAZING BEAD - 7/16" 6063-T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W/GRILL KIT 6063-T5 AL 6985 59 4067 GLAZING BEAD -13/16" •• .• 60 61 GLASS, 62 63 „ 5/16" LAMI (1/8" A,.090PVB, 1/8" A) • 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) • 6063-T5 AL • . . • • • 64067 • • •• • •• . • • 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS), • • • • 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) •• • ••. • • • • •• 64 7/16" LAMI (3/16" A, .090 PVB, 3/16" ILS) 65 Prosellg Der 7/16" LAMI (3/16" HS, .090 PVB, 3/16"•HS) • • • • • • - • • • • ••• • • •• •• • • • • • •107 C1iNOLF 3 DRIVE • •• • • • CE, � • • 6 •• • • P.O. BOX 1#28 NOKOMIS, FL 34274 Resitkox n,r e.a•try: Dar RwEa FJC Der 2128/08 J.J. Der 3/23/08 ITEM DW(;# REVI DESCRIPTION 1 MATL 1 PGT# 66 CLASS, 13/16" LAMI IG -1/8"A (MIN.), 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 67 " 13/16" LAMI IG -1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 68 " 13/16" LAMI IG -1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090PVB, 1/8"HS) 69 " 13/16" LAMI 10.3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 70 " 13/16" LAMI IG -3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 71 " 13/16" LAMI IG -3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"14S, .090 PVB,1/8"HS) 72 " 13/16" LAMI IG -1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090PVB, 3/16"A 73 " 13/16" LAMI IG -1/8"A (MIN.), 1/4" AIRSPACE, 7/16" LAMI (3/16"A, .090PVB, 3/16"HS) 74 " 13/16" LAMI IG -1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 75 " 13/16" LAMI IG -3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 76 " 13/16" LAMI I0 -3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 77 " 13/16" LAMI IG -3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 90 1014 SGREENFRAME(11OR.&VER.) 3105-H14 AL 91 1630 SCREEN CORNERKEYW/RINGS POLYPROP. 92 1631 SCREEN CORNERKEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH 9i 2.784 .06/ 1 1.988 43 I.F. FRAME JAMB #4141, 6063-T6 Visibly Better PARTS LIST 1 f 2.710 2.624 „JUL-- 1 41 I.F. FRAME HEAD #4139, 6063-T8 .062 3.152 2 710 42 .F. FRAME SILL #4140, 6063-T6 PRODUCT REVISED as complying with tba Flatfda Code ABuilding Bpm1 BNo 400• 'ration D•" • Tarr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SatitAfedg (02710 NTS Oat 6 d 11 DaarktIr 4127-10 G A LYNN MILLER P.E P.E# 68700 ••• • • • • • • • • • s• • ••• • • • - • ••• • • • • • ••• • • • • • • • • • • • • • •• •• •.• • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .062 1.187 I+-1.513-+{ �- I 1 .040 I 736 1.443-► -I 3. 52 1.73 -062-' r.- SASH STOP COVER 1. 73.082 3. 90 #4053,6063-T5 O 1.122 FLANGE 2.710 1-2.710 FRAME HEAD FLANGE FRAME SILL O FRAME SILL ADAPTER r F----2.784 O #4102A, 8063-T6 #4136,6063•T6 #4137,8063-T6 O 1.363 .082 (FLANGE 1.18 1 3 FRAME JAMB O .061 EA .062 #4002A,6063-T6 —�Ih--.062 .490 il II.437 71-1.431-11.461 SASH P STHORIZ R TRACKLER 17 Fl XED 1.403y1 MEETING RAIL O #4025, 06306 O 1 6063 Te 6, 6063HD-T6 #413,.082 2 79 062 E-1 �7 2. 1.18 26 r 1 r .050 1.183 .082 r j� .678 I L.,- 349,•.1 -..-I I 1.081 Y"-- MTG. RAIL SASH I [ +-1291+1 1.096_ SIDE RAIL O GLAZING BEA , 5/16" PRODUCT REVISED "s"omPMoigRELS wNeride SASH TOP & BOTTOM RAIL O SASH 32 37 53 #4126, 606345 #40398, 6063-T5 Duik i"g Coda p , 21 #4133, 6063-T5 #40080, 6063H5-T6 .050 j/��' { Acceptance No "0' Ex ..000 Me /*WWI , 0Y I/4i/. _.'-�— Mum , .: �. RaloatGmbo3 — E, j� J878 �T 12 L� .678 .683 050 050 .678 L� 050"�1�_:t: • • •1!b 't:;': "= • • •• •• • 1.115 1 -i �� • : : 1.098-1-17 BEAD,7/16" GLAZING ----►I 1.097 BEAD, 13/16" ; .:, , ,' i, , . ;:+;... _ ....:"v:.. .. jv=t s: .:; . •GLAZING 54 GLAZING BEAD, 5/16" 5E GLi+IlliCDESDV/'I1�• • 5659 #4067, 6063-T5 #40446, 6063-T5 222A1!6088-TS • • • #985C, 6063•T5 (USED W/ GRILL KIT) • • • • • • • • • (USED W/ GRILL KIT) ..:. Sc2;` • ••.•• ••• „r Rataday: Date• •.• H• •. Y DRIVE• EXTRUSIONS ,S "°"°BD eee /160W • • • • • • • • o TE� NOLt! . ACE. F� M . L ( L ALUM. HORIZONTAL ROLLER WINDOW, IMPACT • P.O. BO • y134 NOKOAWS, 8.34274 Visa* Better ew A LYNN MILLER P.E. o a„maer. 923/08 3/ - Hey ” 114127-10 G P.EJ/ 58705 .K F C 2/28/06 J.J. • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (114112114) WINDOWS TABLE 4 NOTES: GLASS TYPE C,G,14,1 GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CON0 1 -1/4" ELCO T S 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - i -12 STEEL SCREWS (G5) ANCHOR TYPE o & SUBSTRATE ZONES ZONES ZONES ZONES ZONES WINDOW 5128 W y HEAD & SILL m HEAD & SILL <, w HEAD & SILL N HEAD 8, SILL ; N t°g HEAD & SILL > W HEAD & SILL m 2. GLASSSYPFS 5N6" IAMI - (1/8° 4'090,1/8' A - B'S) C. 6/16" LAMI - (1/8" HS,.090,1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 D. 7/16° LAMI - (3/16' A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 53.125 x 38.375 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 E.7/16"LAMI - (3/16'A,.090,3/16"HS) F. 7/16' LAMI - (3/16" HS,.090, 3/16° HS) 50.825 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 G.13/16° LAMI IG - 1/8° OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8° A) 1/8" HS) 84.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 H. 13/16° LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" I. 13118" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16' OR 318° SPACE, 5/16" LAMI - (1/8" A,.090, OR 3/8" SPACE, 5/16" LAMI - (1/8" 116,.090,1/8" HS) 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 J,13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18° A,.090, 3/16" A) 16" HS) 63.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+133+1+133+1 3 L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" 1/4" OR 1/4" PACE, 7/16" LAMI - (3/16" S 90900, ,3118° HS) 60.000x 38.378 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+2+02+1 2 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+132+1+02+1 3 1+02+1+02+1 3 1+02+2+02+1 ADJACENT 3 3. VVINDOW DIMENSIONS. FOR WINDOTIHOR I SIZES ES NOT SHOWN, TABLE AND BASED ON THE GO TO NEXT LARGER WINDOW IN TABLE. FOLLOWINGPER 50.625 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 54.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 HEAD & SILL: 20 3/2" MAX OFROM CO N EACH SIDEOF MEETING NES. RAIL CENTERLINE. 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+2+03+1 3 JAMBS: 9° MAX. FROM CORNERS AND 22 1/2" MAX O.C. 63.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+132+1+02+1 3 1+02+1+02+1 3 1+03+2+03+1 3 TABLE KEY: 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 0 X 2 - - 74.000x 38.375 1+02+2+02+1 2 1+02+1+02+1 2 1+02+2+02+1 11+C3+4+03+11 3 ANCHOR QUANTITY PER JAMB 48,000 1+02+2+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 60.625 1+02+2+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1 HEAD AND SILL ANCHOR OF ANCHORS QUANTITY. CENTERED 64.000 1+02+2+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+2+03+1 3 A CLUSTER (3) AT EACH MEETING RAIL PLUS (1) 60.000 1+02+2+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+2+03+1 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+02+2+02+1 3 1+02+1+02+1 3 1+03+2+03+1 3 1+03+2+03+1 3 1+02+2+02+1 3 1+03+2+03+1 3 PLUS (4) ANCHORS AT (12) ANCHORS TOTAL FIXED SECTION. AT HEAD AND SILL 64.000x 38.375 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02+3+02+1 2 48.000 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 3/4° max 64.000 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+04+3+04+1 3 125 }---.3" MIN. 60.000 1+02+2+02+1 3 1+02+2+02+1 3 1+03+2+03+1 3 1+03+2+03+1 3 1+02+2+02+1 3 1+04+3+04+1 3 9" REF. 1 131 i 1 1 1 141 i 63.000 1+02+2+02+1 3 1+02+2+02+1 3 1+03+2+03+1 3 1+03+2+03+1 3 1+02+2+02+1 3 1+04+3+04+1 3 T------_-_---_______-------______--- X 0 X PRODUCT R13VtSD EI 106.376 x 38.375 1+02+2+02+1 2 1+02+2+02+1 2 1+02+3+02+1 2 1+C2+3+02+1 2 1+02+3+02+1 2 1+02+4+02+1 2 as complying wlth Merida Building Cods 48.000 1+02+3+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+02+3+02+1 3 1+03+4+03+1 3 MTG. RAIL, TYP.- A0septmCONa ity-O l4 .13 1+02+3+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+4+03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ".- Do, Dm"'� / 21 50.625 IN TABLE KEY ABOVE) ``' ,.. By iiii/ ' / ' 54.000 1+03+3+03+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+04+4+04+1 3 (SHOWN hfi... ,.,.• , product • , 60.000 1+03+3+03+1 3 1+02+2+02+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+03+3+03+1 3 1+04+4+04+1 3fir MAX 63.000 1+03+3+03+1 3 1+02+2+02+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+04+3+04+1 3 1+05+4+05+1 3 254" ::,i':,... 11:32478+011+1 61+02+3+02+1 2 1+02+4+02+1 2 X11/2"TYP. 1--3° MIN. 111.0000 .375 1+02+3+02+1 2 1+132+8+02+1 2 .2 104-342+3 41 1-1-1 1114 t • • • 103 3 fteCtiF11111 fi 1+02+3+02+1 3 1+03+4+03+1 3 L 48.000 1+02+3+02+1 3 1+02+2+132+1 �iC3i3+ 9' REF. x O X 50.626 1+02+3+02+1 3 1+02+y(j2+1 a •1•.►C.'1+ +1.3. f+C'343+y J 41+133+3+03+1 3 1+03+4+03+1 3 r'° " ar 54.000 1+03+3+03+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+13 1+03+3+03+1 3 1+04+4+04+1 3 = 60.000 1+03+3+03+1 3 1+02+2+02+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+03+3+03+1 3 1+04+4+04+1 3 MTG. RAIL, TYP.- CLUSTER W/ QTY. OF (4) ANCHORS 14 I b � 63.000 +03+3+03+1 3 1+01+0241:1C1+0,4+38091+1 -"X3+04+3444. 4 M L+3+0.4+1 3 1+05+4+05+1 4 EXAMPLE R,„, 9 • • • • • • • • "° SPACING, XOX (1/4-1/2-1/4) • Rotel lir n.n: nurrme • • • •1070yr4HNOLOGV • • • • • • • • •-VVEENN • • • • • • �•" DRIVE N• ICE, FL 34276 Ti ANCHORAGE Tee ROLLER WINDOW, IMPACT •' . • •- .:::' ; ; .:. • ,„ • Road* P.O. agx,62eALUM.HORIZONTAL NOKOMIS, FL34274 Visibly Better o.ovNR710 A. L N EMUER REF. t art We C1aevOeY J.J. DOW 323/08 NTS 8 d 4127-10 G C 2/28/08 ••• • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • •••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• •• •• • • • • • • •••• • • • • • • • • •• •• • • ANCHOR QUANTITIES, XOX (1/3-1!3-113) WINDOWS TABLE 5 NOTES: GLASS TYPES A,B4O,H GLASS TYPES O,D,E,F,I,J,K, L ANCHOR TYPEF 2,3, WOOD 2, CONC 1, CONC 2.3, WOOD 2, CONC 1, CONC 1 ANCHOR -NC40EL TAPC.NS •2 0/4•EL•00 ip4 FRE•1'•-FLE$ • 3-#12 STEEL SCREWS (05) 88UBSTTtATE ZONES ZONES ZONES ZONES ZONES ZONES • • •• •• ••• •• •• •• WINDOW SIZE HEAD & SILL N � HEAD & SILL co 1 HEAD & SILL co 1 HEAD & SILL co 1 HEAD & SILL co 1 HEAD & SILL -+ N • • • • 2. GLASS TYP45 1 k 5/16• I±(1i�'�A�090, 1/8"A) • • '+ 8.5116" LAMI - (1/8" A,.090, 1/8" HS) • • • • •FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 48.000 x 38.375 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16° LAMI - / B° 0, 3/1 A) ANNhlOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 .0 3 E. 7/16• LAM!• (9i16" i,.0g0 41 �-ISt • • : • • • 60,628 1+02+1+02+1 3 1402+1+12+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 F.7/16"LAMI -#2/16"1151%.890,16/16 HS) • •• • LAMI A„090, 1/8" A) 54.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 0.13/16' LAMI IG' 1/ " OR 31,6" A (MIM), 5/14S' OR 3/8° MACE, 5/16" - (1/8" LANg 1/ Og 31411; }: (11.):5/11r0R 3 SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 H. 13/18" ps 1. 13/16" LAMI 10 -1/> 0R 3/16 A (.), 5/18"OR 3/ %PACE, 5/16" LAM! - (1/8" HS,.090, 1/8" HS) 63.000 1+02+1+12+1 3 1+02+1+132+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) HS) 53.128x 38.376 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 K.13/16° LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16° LAMI - (3116" A,.090, 3/16" 3/16" OR 1/4° SPACE, 7/16" LAM! - (3/16" HS,.090, 3/16" HS) 48.000 1+02+1+02+1 3 1+92+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 L. 13/16° LAMI IG - 1/8" OR 3/16" A (MIN.), 60.626 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+132+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+132+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+02+1+02+1 3 1+132+1+02+1 3 1+02+1+02+1 3 1+92+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 63.000 1+02+1+02+1 3 1+132+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 HEAD & 25 3/4" MAX. FROM CORNERS 60.000 x 38.376 1+02+1+132+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 48.000 1+02+1+02+1 3 1+02+1+132+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 TABLE KEY: 80.626 1+02+1+02+1 3 1+02+1+02+1 3 1+132+1+02+1 3 1+02+1+02+1 3 1+02+1+132+1 3 1+02+1+02+1 3 X 0 X 54.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 I1+C3+1+C3+11 3 H --ANCHOR QUANTITY PER JAMB 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+q+1+03+1 3 ANCHORS CENTERED 63.000 66.0003 38.376 1+02+1+02+1 1+92+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 A CLUSTER OF (3) 2 ON EACH MEETING RAIL PLUS (1) 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+132+1+02+1 3 ANCHOR AT EACH OPERABLE VENT SECTION. 60.625 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 PLUS (1) ANCHORS AT FIXED (9) ANCHORS TOTAL AT HEAD AND SILL. 54.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+93+1 3 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+92+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 (3" MIN. O.C. ANCHOR SPACING) 63.000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 74.000x 38.378 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 225 F 25 3/4" MAX. 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+92+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 -"((-••--3" MIN. it 60.625 1+92+1+02+1 3 1+92+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 9" REF. 5 x i 1 1 0 4 X 64.000 1+132+1+132+1 3 1+132+1+132+1 3 1+132+1+02+1 3 1+02+1+132+1 3 1+02+1+02+1 3 1+03+1+03+1 3 X P REVISED 60.000 1+02+1+132+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+92+1+02+1 3 1+03+1+03+1 3 T--....._____aRODUCT s complying with the Florida 63.000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+93+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 MTG. RAIL, TYP.- O!II tdmgCade A eopta�ONo /% a. • 84.000x 38.378 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+92+1 2 1+02+1+02+1 3 1+02+1+02+1 2 1+92+1+02+1 2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS - '' . "" Data n77:4: 21 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+113 1+02+1+02+1 3 1+03+1+03+1 3 (SHOWN IN TABLE KEY ABOVE)64.000 8y die ../ 60.626 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+C2+1+02+1 3 1+03+1+03+1 3 25 3/4" MAX.112°.63.000 7....,.., 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 4 1+03+1+03+1 3 1+03+1+03+1 3 1+03+1+03+1 4 1+93+1+03+1 3 1+04+1+04+1 4J- 11"1.7--3"MIN. 1+03+1+03+1 3 1+132+1+132+1 3 1+03+1+03+1 3 86.4375 38.378 1+02+1+02+1 2 1+02+1+02+1 2 1+92+1+02+1 2 1+02+1+02+1 3 1+02+1+92+1 2 1+02+1+02+1 2 9" REF. ',l c•'. 48.000 1+132+1+132+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+113 1+02+1+02+1 3 1+03+1+03+1 3 • O I X 50.626 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 r . 3•, 64,000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 MTG RAIL, TYP. • 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 4 1+03+1+03+1 3 1+134+1+04+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 6 Pill 63.000 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1++1 03 3 1+93+1+03+1 4 1+03+1+03+1 3 1+04+1+04+1 4 SPACING, XOX (9/3-1/3-9/3) ANCHORAGE �.•�'S(�`t:,r lard By: `�" " "` 070 TECHNOLOGY DRIVE N. VENICE, FL 34276 PST ALUM. HORIZONTAL ROLLER W/NDOW, IMPACT I RwaOB,: Dar Reit c PA. BOX 1628 NOKOMIS, FL34274 l/lfib%y Barer raradegyr 8 Dalai 1Lae A. LYNN MLLER P.E. burn* FJG OaY: 211808 fae J.J.J.J, Me 328/08 iiR710 NTS 9 °r 11 4127-10 G P.E& 58705 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • • • • • • • • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: GLASS TfP A, ,G,H GLASS 'TYPES C,D,E,F,I,J,K, L ., , 1 , s.s, ANCHOR 7YPE> 2,3, WOOD 2, CON 1, CO 2,3, WOOD 2, CONC 1, CONC/4° ELCO 174IC-1/4"EL00 SC4 ORETE-f $X 3,-#•T2 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES Cth Eowd ZONES ZONES ZONES ,des • • • • • • • • WINDOW SIZE m N x ,6 Eti g m UJ x W to = e6 } LL7 to x 456 m - u7 x .8 J �) x ,6 m - 2. a 5/16" LAMI •(il'9}' A,4010•1/8" A • • • 8: v, , -_ _ 'r C. 5/18" LAMI - (1/8° HS,.090, 1/8" HS) ¥ INSTIIW4TION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ' 2->C2+1 2 2 QUANTITY REMAIN UNCHANGED. 37.000 x 38.371+02+1 2 1+02+1 2C+C2+1 02+1 2 1+C2+11141+02+1 E. 7/16" LAMI - (3/16•A.096, 3M6" Hsi) • • • •ANCHOR •• 1+C2+1 3 1+C2+1 3 1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F. 7/16" LAMI - (3/16" HS,. 16•H •� G. 13/16" LAMI IG -1,f�7y8� O M ),y,•!4�� e'' O S/8' SPAC 5/16" LAMI - (1/8" A,.090, 1/8" A) 50.625 1+02+1 3 1+C2+1 3 ,. 1+02+1 +C2+1 3 1+02+1 3 1+02+1 3 H. 13/16" LAMI 13 -1/I8 OR 3/16" h(M .),yfi; 0 , 3/8" SPACg, 5116" LAMI - (1/8" A,.090,1/8' HS) 540I 1+02+1 3 1+02+1 3 1 + _3 3 1+C2+1 3 1+C2+1 3 1+02+1 3 I. 13/16" LAMI IG +118" 01.3/145° A (MIN.), 4/18110813i88 IG OR 3/18° A (MIN.), 3116" OR SRACE, 5/16" LAMI - (1/8" HS,.090,1/8" HS) 1/4° SPACE, 7/16° LAMI - (3118' A,.090, 3/16" A) 60.000 1+02+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+63+1 3 J.13/16° LAMI -1/8" K. 13/16° LAMI 10 -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/18" LAMI - (3/16" A,.090, 3/16" HS) 63.000 1+02+1 3 1+02+1 3 1+q+1 3 1+02+1 3 1+02+1 3 1+03+1 3 L 13/16" LAMI 10 - 1/8" OR 3116" A (MIN.), 3/16° OR 1/4° SPACE, 7/16" LAMI - (3/18° HS,.090, 3/16" HS) 48.000 X 38.375 1+02+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.825 1+C2+1 3 1+02+1 3 1+q+1 3 1+C2+1 3 1+02+1 3 1+03+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE of MEETING RAIL CENTERLINE. 54.000 1+02+1 3 1+C2+1 3 1+C3+1 3 1+02+1 3 1+02+1 3 1+03+1 3 18 3/4" MAX. FROM CORNERS. 0.C. 60.000 1+q+1 3 1+02+1 3 1+C3+1 3 1+03+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. 3 1+q+1 3 1+03+1 3 1+C2+1 3 1+03+1 3 TABLE KEY: 63.000 1+03+1 3 1+02+1 O X 53.125 x 38.375 1+02+1 2 1+02+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+02+1 2 2+c3+2 3 ---ANCHOR QUANTITY PER JAMB 48.000 1+02+1 3 1+02+1 3 1+03+1 3 1+C2+1 3 1+02+1 3 1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 50.625 1+02+1 3 1+02+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 ANCHORS 54.000 1+03+1 3 1+02+1 3 1+q+1 3 1+C3+1 3 1+02+1 3 1+C3+1 3 A CLUSTER OF (3) CENTERED oN THE MEETING RAIL 60.000 1+03+1 4 1+02+1 3 1+q+1 3 1+q+1 4 1+02+1 3 1+03+1 3 PLUS (2) ANCHORS VENT AND FIXED AT OPERABLE SECTION. (7) 63.000 1+163+1 4 1+03+1 3 1+C4+1 3 1+03+1 4 1+q+1 3 1+04+1 3 ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+02+1 3 1+02+1 2 2+02+2 2 1+02+1 3 1+02+1 2 2+02+2 2 (3" MIN. O.C. ANCHOR SPACING) 48.000 1+C2+1 3 1+02+1 3 2+q+2 3 1+02+1 3 1+C2+1 3 2+C3+2 3 50.625 1+03+1 3 1+02+1 3 2+163+2 3 1+03+1 3 1+C2+1 3 2+q+2 3 MAX. 54.000 1+03+1 4 1+02+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+q+2 3 j 163/4" �� I --{1+3°MIN. 60.000 1+03+1 4 1+03+1 3 2+C4+2 4 1+C3+1 4 1+03+1 3 2+04+2 4 9° REF. O 63.000 1+03+1 4 1+03+1 3 2+04+2 4 1+q+1 4 1+03+1 3 2+C4+2 4 PRODUCT REVISED PRODUCT REVISED 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 MTG. RAIL es Florida Code Building COcl 4 1+C2+1 3 2+q +2 3 IC Accepts= o o -O 48.000 2+02+2 4 1+C2+1 3 2+03+2 3 2+02+2 - ' 1Edon D D1" 4 go 3 2+q+2 3 2+03+2 4 1+02+1 3 2+q+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 50.625 2+03+2 4 1+02+1 By i 1/ • , 54.000 2+C3+2 4 1+02+1 3 2+C3+2 4 2+03+2 4 1+02+1 3 2+q+2 4 (SHOWN IN TABLE KEY ABOVE) •J Mi • i 'edo • :.. : 60.000 2+03+2 4 1+03+1 3 2+04+2 4 2+03+2 4 1+03+1 3 2+C4+2 4 w--183/4" MAX. 63.000 1+q+1 4 1+03+1 3.2+04+2 4 2+03+2 4 1+C3+1 3 2+C4+2 4 11/2"TYP 2+C2+2 3 1-0-3" mi. ". k :r, ;'2- 74.000 x ;.375 2+02+2 3 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 -2-- 48.000 2+03+2 4 2+02+2 3 2+C3+2 4 2+03+2 4 2+02+2 3 2+03+2 4• 9"REF. X O 50.625 2+03+2 4 2+02+2 3 2+03+2 4 2+03+2 4 2+02+2 3 2+03+2 4 ``'7 J 54.000 2+03+2 4 2+03+2 3 2+04+2 4 2+03+2 4 2+q+2 3 2+04+2 4 MTG. RAIL - 60 400 2+q+2 4 1+q+1 3 _ 2+q+2 5 2+03+2 3 2+C,4+2 4 W/ QTY. OF (4) ANCHORS ( t y f d : ,,, 4.0•� 2+03+2 4 1+03+1 3 2+C4+2 4 +C4+2 5 2+C3+2 4 2+04+2 5 EXAMPLE CLUSTER !> :a ,1,.1:'- Racer. Oak *seek= �. - SPACING, OXAND XOWINDOWS - :cs'c. ''` Rote* IN* Raba, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34278 ��T ANCHORAGE TR" HORIZONTAL ROLLER WINDOW, IMPACT , •!`'� •, �(' `• `•a Amens Rabb= P.O. BOX i6� ALUM. a.r�a1en.t -S. Orb Ilsbplp !� A. LYNN AMER. P.E Fmk FJC B 229108 J.J. Mx 923/08 NOKOMIS, FL 34274 Val* Better HR710 NTS 10 d 11 .4127-90 G P.E#MOS • • • • • • o • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-i NOTES: MIN. 3 I 1a D. TYP. 2x WOOD BUCK, 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO NOTE 3 1 3/8' MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM 1" . EDGE - 1 3/8" TAPCONS EMBEDED CO . RETE.. ' _ • ` '• MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 1x WOOD � . NOTE 1 --�� , ' " " '1, 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH _m #12 TRIMFIT HEAD. BUCK, NOTE 3 ``�� —( 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS Loiw,..7 CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR I�1/4"T r - 1/4" .- MAX THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF ONCRETE MAX. SHIM WOOD SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM CHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: 1 DETAIL A NOTE 2 DETAIL B OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. RESPECTIVE 1 /4° -'MAX. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER r. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1 3/8"1 N. SHIM MIN. 1!4" HIM - �I f I I (1/4" (1.5 KSI MU) OR 2_1/2° MIN. EMBEDMENT 11011 '.• PER NOTE " (3.4KSICO CRETE)CONCRETE I ,,,,,;,,,„ ,,. —T :n„ C�WOOD ANCHOR, ��,,,, cHoR, ;�un„u:o,, EXTERIOR INTERIOR% NOTE 2 —lIffl11 "MIN.. NOTE 1 —till VIII •'• 'MINE.D EDGE , (H &SILL DETAILS A B. C. D, G & H) `{Q>> 1 SEE NAILING 1 2x WOOD BUCK, NOTE 3 1x WOOD B • NOTE 3 INTERIOR 5/8" MIN. EDGE DETAIL E DETAIL F (JAMB DETAILS E, F & I) EXTERIOR -1[2.-- TYPICAL FLANGE FRAME JAMB SECTIONS R 1 -- --5/8" MIN. V CONCRETE � ':•OD DIETAIL H (HEAD) ANCHOR, /' AN ;OR, NAILING NOTE 1 (� NOTE (� -1 .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.G. TYPICAL DETAILS G, H & I. O y PRODUCT REVISED as complying with Me Florida Build.g. code A �eoNo 16-o t4•I.3 1. ` ExplmtbnDate .T"IV.1 �JQ`L'I �. 1/4" MAX. 1/4" MAX ;� `[ •I Ey ,�,., . ,'fir,', C�T:---1,-..1 syl SHIM lI ' v. aii SHIM% c, C /8" MIN. EDGE /�� • -••• I •' !_��•� MIN. SEE -. NAILING ' I�= A (A Al . NO 1 r~�13�8 _ o. �" + 1 3/4"MIN. • H r.• 2-12° MIN. - -SEE NAILING - ".,'!( E.D. TYP. • . • KSI • • • ;• 0 * • . ' ••• • t � 1_-1 =_-- --� - CONCRETE •1R W � •;• • • • � . • DETAIL C BU DETAIL D 2-1/2" MIN. EMBED DETAIL G (SILL) DETAIL I (JAMB) en,'r:s NOTE 3 . TYPICAL FLAN @ '+ SIL Se" ' • • • • TYPICAL INTEGRAL FIN FRAME SECTIONS ';' R..der Cake Bsiskac • • • • • • • • o -. �. Cir . -}i< •• .` •' ` l.(. -- :: pavntlB�G 0.1. spy • • • • • • • • • • • • 11970 •• • • •• • • • 'fif•iNOLOGY DRIVE'- N. VENICE. FL 34275 � ANCHORAGE DETAILS ALUM.s HORIZONTAL ROLLER WINDOW, IMPACT +•• •^. 'f�' ''I{J` •.• • . : • :. RoW/Bn m�'. ac Wager P.O. BQX 1679 NOKOMIS. FL 34274 Visibly Better s� m D.,210.9. 9.,,, , . , A LYNN MILLER P.E.Oman*tura: FJG ?/ZBlBB a J JJ. 323/08 HR710 Hal` 1 11 11 4127-10 G P.E.0513705 • • • • • • o • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 d to com ly with the Florida Building MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy C sl: i1 • III-. 1 - - . .. ■ .: ■-.- 1 .- *.1- e oci ' urricane Zone.- • e r "PW -701/720/820" Aluminum Fixed Window`- APPR • - - - - _ a on 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. 1 ACT RATING: Large and Small Missile Impact Resistant • , ch unit shall bear a permanent label with the manufacturer's name model/series, an. 010 »• 11: ,• noted herein. • .:, ovp i state, , unless otherwise • .• RENEWAL of this NOA shall be considered after a renewal application has been fid find 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 beed h revision?? change . . in the materials, use, and/or manufacture of the product or process. Misuse of thislMt:as an endoime,nent of any product, for sales, advertising or any other purposes shall automatically terminate this NBA+. Failure to comply with any section of this NOA shall be cause for termination and removal gf 1401k. by ty, Florida, and• ADVERTISEMENT: The NOA number preceded the words Miami -Date Coun followed by the expiration date may be displayed in advertising literature. If any portron of ttht NDA is• • .• displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 15-0528.26 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 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 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. 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 Aix 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 1150..:. 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 PI4C, T¢$ M-94 -• 3) Water Resistance Test, per FBC, TAS 202-9V • • •••• 4) Large Missile Impact Test per FBC, TAS 2b . • • 5) Cyclic Wind Pressure Loading per FBC, T4,203-94 • along with marked -up drawings and installation diagram of an:alun num fixed. window, prepared by Fenestration Testing Laboratory, Inc., Tgst 13..eports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respeciivell, all sa M:aand sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Man ez, P.E. 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-5t' 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 CER't'Ib'ICATIONS 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) AS IM D 624 Test Method for Tear Strength of Conventional Vulcanred.kubber and Thermoplastic Elastomers of 143 lb/ in. • •• . • • • .. .••• .... .... . .. • . .... •••• . .. . . . . . ..• .• •••• . • .• • • • • • • . • .• .. . .... • • . . • aguela Manuel Per .E. Product Control er NOA No.1' 1 . 9.14 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-5u' 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. k"1`L-3835 and FrL-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 finer NOA No. 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-3 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1.1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 1H0 FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 61300. B. POSRIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 61300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NON; ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. A SIyHELET 6 12° MAX. O.C. 1 48° TIP -TO -TIP WIDTH + 47" BUCK WIDTH -.- 44-1/4" VISIBLE r_ LIGHT WIDTH �B, SHEET -'-I6 STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 61H EDITION •ASTM E1300-09 •ANSUAF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DES GN MANUAL, ADM -2010 •AISI-S100-07/S2 2010 -w- 6" MAX. -r- - A SHEET6 95' BUCK HEIGHT 92- /4° VISIBLE LIGHT HEIGHT C SHEET 7 -r- 48' BUCK WIDTH -.- 45-1/4' 45-1/4' VISIBLE i..._ LIGHT WIDTH D. SHEET -1 6° MAX. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2-5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 1 E, SHEET 8 G, SHEETS 96' BUCK HEIGHT 48' BUCK WIDTH -► 45-1/4' VISIBLE LIGHT WIDTH F, SHEET 8 -1 rH,SHEET 9 2° MAX. 12' MAX. O,C. 86" TIP TO TIP HEIGHT SHEET6 H.- 12° MAX. O.C. • • GUIDE TO SHEETS: GENERAL NOTES........_...__...._. 1 ELEVATIONS........_._........_..._._. 1 GLAZING DETAILS_ ........... _._.... 2-5 DESIGN PRESSURES.._._.-._..- 2-5 INSTALLATION, FLANGE...._....._ 8 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A..._._.. 8 INSTALLATION, INT. FIN 8..._._.9 CORNER ASSEMBLY 10 EXTRUSION PROFILES.._._._ 11 PARTS 11 . ••• • • • FIGURE 1: ,vJ12MAX 'O.C. // MAX. SHEET 7 E, SHEET 8 G, THEE 8 93- /4" VIS BLE LIGHT HEIGHT 86° BUCK HEIGHT )-+°- 12° MAX. O.C. 2' MAX. _ H, SHEET 8 5° MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT) TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) 12'O.C. MAX 6° 8° MAX. • • T•• SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. _WIDTH T • ERICA, INC. ''PVB° Y BUTACITE" PVB I YER° DYKURARY AYMAMERICA, INC. 1 WIDTH 1+ WIDTH —►1 1f— WIDTH--' 1 1^'• WIDTH •—i -I T,��,_ Tr I1 �a v 1 oI�; / l0I' ILII 1= 1xlIxl,__ 1. 1 L i L-y� +� H- WIDTH -*•1 T .1 WIDTH 1 H- WIDTH —1 I SI xl 1 1•'- WIDTH --) Tr 1 1L\ JR - 05/05/16 - ADDED SHEET 11 WITH SPACERS & MOVED PARTS. U 8 5. sr co a) 10 00 W Z W 5 O O X LL cn O O fY F9 uw0.10 0] .naa 2 0M0 U- 0 10000 co Z 01000 11. as 0101 '0000 001400 \\POWYS l 'N,, No. 58705 srAT aop IPIVAL A LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • - ••• • • iwr litiuma•Lu.. .r � MUNI © 0i6/il:Yr7-TRI"!,A,anYfRlIm10[•� - /1: Laml. I" R ilail6lf[:y.�raeft•Y:�P ai(tiI. 9'© 1© © 7/ 6" Lam! 16' -.09T SG - 3/16' ;,. ill r ui IAIt liZI •Z _Yx"_1Fr..sn1♦© `Tw Pii'�/•�'1':'kF' T tiyt�b II:7Eii.6-l;■KM SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. _WIDTH T • ERICA, INC. ''PVB° Y BUTACITE" PVB I YER° DYKURARY AYMAMERICA, INC. 1 WIDTH 1+ WIDTH —►1 1f— WIDTH--' 1 1^'• WIDTH •—i -I T,��,_ Tr I1 �a v 1 oI�; / l0I' ILII 1= 1xlIxl,__ 1. 1 L i L-y� +� H- WIDTH -*•1 T .1 WIDTH 1 H- WIDTH —1 I SI xl 1 1•'- WIDTH --) Tr 1 1L\ JR - 05/05/16 - ADDED SHEET 11 WITH SPACERS & MOVED PARTS. U 8 5. sr co a) 10 00 W Z W 5 O O X LL cn O O fY F9 uw0.10 0] .naa 2 0M0 U- 0 10000 co Z 01000 11. as 0101 '0000 001400 \\POWYS l 'N,, No. 58705 srAT aop IPIVAL A LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • - ••• • • • v Window Design Pressure (+1-, psf) for Glass Type 1 Lag Side (in ' 72 76 80 84 88 92 96 100 104 109-1/2 30+1.80 30 +/-80 +140 +1.80 +/-80 +1.80 +1-80 .1-80 +1.80 +/-80 +/40 +/-80 +1-80 +/A0 +/-80 +1.88 +140 +/-80 +/40 +/-80 +/-80 +/-80 +1-80 34 +/.80 +/-80 +1.80 +1.80 +/-80 +/•80 +1.80 +/-80 +1-80 +/.79.8 +1.79.4 38 +680 +1.80 +/-80 +140 +140 +/.80 +1.79.7 +1-77.2 +175.1 H-73.4 +/-72.2 38 *140 +/480 +1-80 +/.80 +/am +1-781 +/-75.2 +/-72.5 +/-70.3 +/.88.5 +1.66.3 40 +/-80 +1.80 +/-80 +1-79.8 +/-77.2 +1.74.3 +1-71.3 +1.87.9 +105.1 +663.4 +1.81.6 42 +1.80 +/.80 +/-80 +1-77.4 +/-74.3 +/-71.3 +/-88.2 +1-84.7 +1.81.6 +1.59.8 */-58.2 44 +1.80 +/-80 +1-78.9 +/-75.4 +/-72.1 +/.689 +/-85.6 */-622 +1-59.7 +157.5 +/AO 48 +1-80 +/-80 +1-77.2 +1-73.6 +/-70.1 +1-868 +/.63.5 +/-80.3 +157.7 +140 +140 8 48 +/-80 +/-79.3 +1-75.6 +1-71.9 +1$8.3 *1-84.9 +1-61.5 +/-562 .8 49 +/.80 6 50 +140 +/-77.5 +1.74.1 +170.3 +/-68.7 +1.631 +/59.7 50 p 62 +/-79.1 +1-75.6 +1-72.4 +1-88.8 +/-85.1 +/-81.5 .2 la 54 +177.4 +1-73.8 +/-70.5 +1.67.3 +1.63.5 +/-69.5 56 +1758 +/-72 */438.8 +1-85.3 +/-76 +/-71.8 58 +/-74.2 +/.70.3 +168.8 *140 +/-77.5 +/-73.8 60 +1-727 +148.7 1485 +140 +1-79.4 +1.75.4 62 +/-71.2 */-67.1 60 +141 +677.6 +1-73.5 • • • • • • • 84 +1-897 +/-65.5 62 *140 +/.75.8 i 86 +1863 • • • • 84 +1-788 +f-74 87.718 +1.87 • • • • • • •-•• • 68 +/-77.2 . USED ATQURVED FRAME MEMBERS ONLY 11-7/8' O.C. MAX NOTES: ) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ° FROM THE TIP -TO -11P DIMENSION TO DETERMINE THE BUCK DIMENSION. 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. • WM Window Design Pressure (+H, psi) for Glass 'type 3 Long Side (in 87-7/8 72 78 80 84 88 92 98 100 104 109-1/2 30 +/-80 *1.89 +1-80 +1-80 +/.80 +/-80 +/-8D +1-80 +/AO +140 +/-80 32 +IA0 1440 +/40 +140 +IAO +1.80 +140 +1.80 +1-80 +/-80 +1.80 34 +/A0 1440 +/40 +/40 +/40 +180 +140 +1.80 */40 +140 *140 38 +140 +1.80 *140 +/-80 +/-80 */40 +1.80 +/40 +1-80 +1-80 +/-80 38 +1-80 +1.80 +1.80 +1-80 +140 *140 +1.80 +1-80 +179.4 +/-76.4 +1.74.3 40 +/40 +-85. +/40 +1-80 +140 +/-80 +IAD +1-797 +/73.5 +1-70.9 +149 42 +1-80 +/-80 +/-90 +/40 +/40 +/40 4.77 */-731 */-89.8 +148.9 +/45.2 44 +/40 +/40 +/AO +/-80 *140 +/-77.8 +1-74.1 +/-70.3 +147.5 +1-83.9 € 46 +140 +140 +/-80 +/-80 +/-79.2 +/-75.4 +/-71.7 +/481 +/-65.1 .8 49 +/.80 +140 +140 +140 +/-77.2 +/-733 +/49.5 +/458 50 +/40 +140 +/-80 +1-79.4 +/.75.3 +471.3 +147.5 .2 52 +/40 +140 +/-80 +1.77.7 +/-73.5 +/-69.5 N 54 +/-80 +7.80 +/-79.8 +/-76 +/-71.8 58 +1.80 *140 +/-77.5 +/-73.8 58 +140 +1-79.4 +1.75.4 60 +141 +677.6 +1-73.5 • • • • • • • • • • • • 62 *140 +/.75.8 i • • • • • • • • • 84 +1-788 +f-74 0 • • • • N • 0 • • • • • • •-•• • 68 +/-77.2 • • • • 87-7/8 +1.74.9 • • •b. • • • • • • • 1-1/16° NOM. GLASS STACK 3/18° TEMPERED GLASS 7/16° AIR SPACE USED AT CURVED FRAME MEMBERS ONLY t" rr +ioi' 5/8° Qa 11-7/ro.c. MAX�:i�n�i% GLASS BITE ® EXTERIOR 14-v4r a at CD 0 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/18° LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS 3/18° ANNEALED GLASS .090° PVB INTERLAYER NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT "FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SjZE IN TIfE•TABLE ABQ1g WHICH THE OVretoIy D1116519IONS COMPLETELY FIT WITHIN. • • • • • • • • • • • •• • • • • •• • • • • •• • • • • •• •• •• • • • • • GLASS TYPE 3 SHORT SIDE LONG SIDE 1 PRODUCT REVISED as complying with dm Florida Building Code Acceptance No { 'mica Dam 0 z m z U 0') 1•/oq Z W 0 5 U' z 0 s cn O LL Y to "sea 07 71.08 MD -720-820.1 'ON 9M0 LL 0 0) /1•44.9 zZ 4/1•35 ,0U1•j ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • TABLE 4: Window Design Pressure (+1-, pet) for Glass Types 2 & 4 Long Silo (N) 67-7/8 72 76 80 84 88 92 98 100 104 109-112 112 118 120 124 128 132 138 140 144 1 (W epte SIS 30 +1-80 +680 +1-80 +1-80 +/430 +1.80 +/430 +1430 +/-80 +/-80 +1-80 +/-80 .1430 +1.80 +140 +1430 +1-80 +1430 +1-80 +1-80 32 +1430 +1.80 +1.80 +/-80 +/430 +/430 +/.80 +/430 +/-80 +1.80 +/-80 +/430 +1-80 +1-80 +1.80 +/430 +/-80 +/430 +1430 34 *140 +1-80 +1-80 +1.80 +1430 44430 +/40 +/.80 +1-80 +140 +1430 +/-80 3/80 +/-80 +1-00 +1-80 +140 36 +/-80 +/.80 +1-80 +/430 +1-80 +1-80 +/-80 +/-80 +1430 *1-80 +1-80 +1430 +1-80 +680 +140 +140 38 +/40 +1-80 +140 +/-80 +1.80 +1-80 +140 +1-80 +1-80 +/40 +/-80 +180 +/-80 +/-80 40 +140 +/40 +/-80 +/-80 +/-80 +1.80 +1-80 +/-80 +1.80 +/40 +140 +/430 42 +1-80 +140 +/40 +1.80 *1430 +140 +1-80 +1430 +/40 +140 +1-80 44 +140 +1430 +1-80 +140 *140 +/.80 +/-80 +680 +1-80 +1-80 48 +1-80 +/40 +680 +140 44430 +-80 +1-80 +/-80 +1-80 48 +140 +/-80 +/-80 +1-80 44-80 +/430 +140 +/430 50 +1-80 +1430 +1.80 +/430 +1-80 +/40 +1.80 52 +/430 +1-80 +/-80 +/430 +140 +/-79.1 54 +140 +1.80 +1-80 +/40 +1-78.6 56 +/-80 *1430 +140 +1-79.1 58 +1-80 +-80 +/430 60 +/-80 +1.80 +1-79.3 62 +/430 +140 64 +/-80 +/430 66 +1-80 87-718 +1-80 NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 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. 7/16" LAMINATED GLASS STACK 090° PVB INTERLAYER 3/18" TEMPERED GLASS 3/16° HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16° HEAT STRENGTHENED GLASS 1-1116" NOM. GLASS STACK USED AT CURVED FRAME MEMBERS ONLY © 11-7/8° O.C. MAX. GLASS TYPE 2 USED AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. •• ••• • • 7/16° LAMINATED. GLASS STACK 3/18" HEAT STRENGTHENED GLASS 3/16° HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 5/8" GLASS BITE EXTERIOR a • • • • • GLASS TYPE 4 • • • • • • • •• ••• •• • • • •• • • • ••• •• • ••• ••• • • • • • • • • • • • •• • • 0 • •• • • • • •• • • • • •• •• •• • • • • 0 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. SHORT SIDE H.— LONG SIDE —►-I SHORT SIDE J LONG SIDE PRODUCT REVISED is complying with the Florida Building Curie Acceptance No Kci. i Mi I�I !L. Miami i:.;,_� i.;/. )q a m 6 43 U z O ID v C.9 N Na Q J to M O Z I= ID II- m ui LLI {1ZI m 2 1• 7 o OO a z o z t0 a d' ajo0 W z W 0 7 0 5 Z O O Z_ W lL a/11 s 0 re IMMO N W 7 W Z •osa0 07 •Aaa MD -720-820.1 •aN DMO Li - 0 O m 7n Z blebs 00 n� DAL ,opus ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • i • • • • • • 0 • • • •• •• ••• • • .0 V Window Design Pressure (+1-, psf) for Glass Type 5 Long Side (In 87-718 67-7/8 72 78 80 84 88 92 98 100 104 109-112 v M w 30 +90/-125.4 +901-120 +901-115.5 +901-111.5 +901-108.5 +901-108 +9014045 +90/403.5 +901.1025 +90/-100.7 +90/.97.9 32 +901.116.9 +901-110.8 +90/-105.3 +901-101.8 +90/.98.7 +90/-95.7 +90/-92.3 +901-90.6 +90/-90.3 */.89.9 +1-89 34 +90/-108.9 +90/.103 +90/-988 +901-95.1 +93/-91.8 +/-88.2 ./54.4 +/-8t5 +/50.1 +/-79.8 +/-79.4 38 +901-102.8 +901-97.1 +90/-92.8 +158.9 +/.85.5 +1526 +179.7 +/-77.2 +1-75.1 +/-73.4 +/-72.2 38 +90/-98.4 +901-92.2 +/55.7 +1.83.2 +/.80.7 +/-781 +1-75.2 +/-725 +1-70.3 +/58.5 +/-68.3 40 +90/-94.6 +/582 +/526 +1-79.8 +/-77.2 +/-743 +1-71.3 +/57.9 +/.65.1 +153.4 +1-81.6 42 +901.91.3 +/-84.7 +/50.7 +1-77.4 +/-74.3 +/-71.3 +158.2 +1-84.7 +1.61.8 +/59.8 +/58.2 44 +1583 +/524 +178.9 +1.75.4 +/-72.1 +/589 +/.85.8 +1522 +/59.7 +/57.5 48 48 +/55.4 +150.8 +177.2 +1.73.6 +/-70.1 +1588 +153.5 +/-60.3 +/-57.7 48 48 +/.827 +/-79.3 +/-75.6 */.71.9 +/.88.3 +/.649 +151.5 +1582 50 50 +/-80.9 +/-77.5 +/-74.1 +/-70.3 +/-88.7 +453.1 +/59.7 52 52 +/-791 +/-75.8 +/-724 +/588 +/.65.1 +/51.5 54 54 +4-77.4 +/-73.8 +/-70.5 +157.3 +/-53.5 58 56 +/-75.8 +/-72 +1.88.6 +/-65.3 58 58 +/-742 +1-70.3 +/55.8 60 60 +1-727 4.88.7 +/-85 •• •i• • 1 • • • • • •• 62 62 +1-71.2 +/57.1 '• • r • • •• • • ♦ • • • • • • 64 84 +/597 455.5 . . • • • • • .4.• • 86 66 +/.883 • • • • • • • • 0 67.7/8 67-7/8 +/57 •• ••• •• • • • •• 7/16' LAMINATED GLASS STACK 3/16° ANNEALED GLASS .090' SG INTERLAYER 3/16' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY (x111-7/8° O.C. MAX NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 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 FR WITHIN. 4) THIS SHEET APPUES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. • --" V Window Design Pressure (+1., psf) for Glass 'type 7 Long Side (in) 87-718 72 76 80 84 88 92 95 100 104 109-1/2 _ E. -0 Y w 30 +901.130 +901-130 +901-130 +90/-128 +90/-1226 +901-119.8 +901.1181 +901-117 .901.1158 +90/-1127 .901-109.9 32 +90/-130 +901-1251 +901.118.9 +901-114.8 +901-111.5 +901-108.1 +90/-104.3 +901-1024 +901-102 +901-101.4 +901-99.7 34 +901.123.1 +901.1184 +90/.111.7 +901-107.5 +91.103.5 +90/-99.7 +90/-95.3 +90/-92.1 +9001-90.5 +/.90 +1-89.6 38 +90/-116 +95/.1098 +901-104.8 +901-100.5 +9/.986 +90/.93.3 +/-93 +/57.3 +/54.9 */523 +/51.2 35 +901-111.2 +90'-104.2 +90/-97.9 +901-94 +90/-91.1 +/592 +154.9 +/51.9 +179.4 +7-78.4 +/-74.3 40 +901-108.9 +901.99.6 +901-93.4 +90'-90.1 +1-87.2 +154 +/50.5 +1-787 +/73.5 +/-75.9 +1-69 42 +90/.103.2 +901-95.7 +90491.2 +/57.4 +1.84 +1508 +/-77 +/-73.1 4159.6 +1.88.9 +/55.2 44 +90/-99.7 +901-93.1 +/59.1 +1.85.2 +151.4 +/-77.8 +/.74.1 +/-70.3 +/57.5 +/53.9 48 +90/-98.5 +901-91.3 +157.2 41.83.2 +/.79.2 4-754 +/-71.7 +/-681 +/55.1 48 +901-93.5 +/-59.6 +/55.4 +/-81.2 +1.77.2 */-73.3 +/59.5 +/-85.8 50 +901.91.4. +157.5 453.7 +/-79.4 +/-75.3 +/-71.3 +1.67.5 52 +/59.4 +/55.5 +/51.8 4-77.7 +/-73.5 +/59.5 54 +/57.5 +153.4 +/-79.6 +7.76 +/-71.8 58 +/55.6 +1-81.4 +/.77.5 +/-73.8 58 ./53.8 +/-79.4 *7-75.4 60 +/521 +7-77.5 +1.73.5 •• •i• • 1 • • • • • •• 62 +150.4 41-758 '• • r • • •• • • ♦ • • • • • • 64 4-788 +/-74 . . • • • • • .4.• • 86 +7.77.2 • • • • • • • • 0 67.7/8 +1449 •• ••• •• • • • •• 5/8' GLASS BITE EXTERIOR 1-1/16° NOM. GLASS STACK 3116° TEMPERED GLASS 7116' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY [a) 11-7/8' O.C. MAX NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ' FROM THE 11P -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW Sla IN ShiEjABLE ABQ)/j WHIQM THE OVMMI4DIMAVSIONS COMPLETELY FR WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOW/S.00 NOW USE WITI•FIN-FRAMEIlWINDOWSe • • • • •• • • • • •• • • • • •• • • • • •0 •• •• • • 0 0 • GLASS TYPE 5 SHORT SIDE 1 h+-- LONG SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK 3/16' ANNEALED GLASS 3/16' ANNEALED GLASS .090' SO INTERLAYER 5/8' GLASS BITE EXTERIOR GLASS TYPE 7 SHORT SIDE LONG SIDE 1 SHORT SIDE PRODUCT REVISED as emptying with Co Florida Building Code Aoeolt4moe No Doto (941)480-1600 m a 0100 01111 to 0 D: +001xs 0 ,0610 CO .*051 MD -720-820.1 '0N /IMO LL 0 I. Z 0/005 60.000 ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • TABLE 7: Window Design Pressure (+1-, psf) for Glass Types 6 & 8 Long Side (In) 67-7/9 72 76 80 94 68 92 98 103 104 109.112 112 116 120 124 128 132 138 140 144 E 5 9/ 30 +901.130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 32 +901-130 +901.130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/130 +901-130 +901-130 +90/-130 +901.130 +901-130 +901.130 +90/-130 +901.130 +901-130 +90/430 +90/-130 34 +90/-130 +90/-130 +901-130 +901.130 +901-130 +90/-130 +90/-130 +90/130 +901-130 +00/-130 +901-130 +90/-130 +90/-130 +901-130 +901-1311 +90/430 +90/-130 38 +90/-130 +901-130 +90/-130 +90/-138 +901-130 +901-130 +90/130 +901-130 +90/-130 +90/-130 +90/-130 +901.130 +901.130 +90/.130 +901-130 +90/430 38 +90/430 +901-130 +90/-130 +901430 +90/130 +90/-130 +903-130 +90/-130 +901.130 +901430 +90/130 +901-130 +901-129.2 +90/-127.3 40 +901-130 +90/.130 +90/-130 +90/-130 +90%130 +903-130 +90/430 +90/-130 +90/130 +903.128.8 +90/-123.2 +901.122 42 +90/430 +931.130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/129.3 +903-123.2 +901-119.7 +90/-116.4 44 +901-130 +90/130 +901-130 +901-130 +90/430 +901-130 +901-130 +991-124.5 +901-119.4 +90/-115 46 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901.130 +90/-128.9 +901-120.5 +903-115.3 48 +903-130 +90/430 +901-130 +90/-130 +90/-130 +90429.7 +90/-123 +907-116.5 60 +90/430 +907-130 +903-130 +90/430 +901.130 +903-128.2 +89.41-119.5 52 +903-130 +90/-130 +90/.130 +90/-130 +903-130 +88.8/-123 54 +90/430 +90/-130 +936130 +93/-130 +88.8/427.1 58 +90/130 +93/130 +901-130 +894/429 58 +931-130 +99/-130 +903-130 60 +901-130 +901.130 +89.0/-129.3 62 +901-130 +90/-130 64 +90/-130 +93/-130 86 +903-138 67.718 +90/-130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ° FROM THE TIF -TO -11P DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SSS 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. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7/16' LAMINATED F- GLASS STACK 3/18° HEAT STRENGTHENED GLASS O i C$ !ILIIi LY USED AT CURVED FRAME MEMBERS ON11-7/8° O.C. MAX. 1-1/16° NOM. GLASS STACK .090° SG INTERLAYER 3/16" TEMPERED GLASS 3/16' HEAT STRENGTHENED GLASS 7/16" AIR SPACE GLASS TYPE 6 5/8° GLASS BITE USED AT CURVED FRAME MEMBERS ONLY (� 11-7/8" O.C. MAX. EXTERIOR •• ••• • •0 • • • • �• :• • • • 7/18° LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS 3/16° HEAT STRENGTHENED GLASS .090° SG INTERLAYER 5/8' GLASS BITE • • • GLASS TYPE 8 • •• ••• •• • • • •• • ••• •• • ••• ••• • • • • • • • • • • • •• • • • • •• • • • • •• • • • • •• •• •• • • • • • TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 SHORT SIDE SHORT SIDE [-•—• LONG SIDE —..- f -+— LONG SIDE --0-1 1 LONG SIDE SHORT I` SIDE PRODUCT REVISED m complying with the Florida Building CodeSae 009.14 - Exp• iration Daae 9 rc Ft ❑ • u1 V VN o, A ZJ U W to ILL LLI -0 Z m0 do z 0.z (941)480-1600 m 0700 0111 y COcp 1-B u.wJO .900 '^s0/ N 0 ❑ 2 'o11 90/0 LL 0 0 zZ OIOOS a0.18S • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • •• •• INSTALLATION TYPE A WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR a VISIBLE UGHT HEIGHT= WINDOW BUCK HEIGHT - 2 -314° �i EMBEDMENT 1 1 L1/4° MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-7/8" O.C. MAX. INSTALLATION TYPE C EDGE DISTANCE EMBEDMENT 1/4° MAX SHIM . .0\/0\\00\U\ \w&\t• CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX SHIM -1 1- #12 STEEL SELF -DRILLING SMS (05), SEE TABLE 8, THIS SHEET INSTALLATION TYPE B IX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET EMBEDMENT [In • •\\\V\ \\\\\j\\\ahu\\\ \0\ra: EXTERIOR INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING x114° MAX SHIM EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR S I ttL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET 1X WOOD BUCKSTRIP, SEE Ng1ig 2, 1 I -IVT • •, • • • EMBEDMENT INSTALLATIONImo--GE ED DISTANCE TYPE B • • • •• • • • • •CGNCRE TV:R • • • • • ANCI6OR • • • • • RBQUIRBNiW • • • VISIBLE UGHT WIDTH = WINDOW BUCK WIDTH -2-3/4" WINDOW BUCK WIDTH TIP TO -IW WINDOW WIDTH HORIZONTAL SECTION A -A TABLE 8: NCRETE/CMU R ANCHOR R • UIREMENT Anchor Substrate Min. E gee J DisSpacing Min. Embedment Max O.C. #12 or #14410 S3 Screw P.T. Southern Pine (86=0.85) 9/18" 1-3/8' 12" Aluminum, 808375 min' 3/8" 0.083"• 12' A38 Steel 3/8" 0.083" • 12° S1ee18tud, Gr. 33 min 3/8° 0.045' (18 Os) • 12° 612 or 614 Steal Screw (05) P.T. Southern Pine (SG=0.55) 9/18' 13/8° 12° Aluminum, 8083•T5 min. 3/8" 0.003° • 12' A38 Steel 3/8" 0.083" ' 12° Steel Stud, Or. 33 min 3/8° 0.045° (18 Gay • 12" 1!4° 410 SS CreteFiez Un9louted CMU, (ASTM C-80) 2-1/2" 1-1/4' 12° Concrete (min. 3.35 kai) 1° 1-3/4° 12° Concrete (min. 2.85 kel) T 1-3/4° 12' 1/4° Steel Ultracon . Corrcrete (ruin. 2.85 ksl) 2-1/2° 13/8° 12° U muted CMU, (ASTM C-80) 2-112' 1-1/4° 12° Grouted CMU, (ASTM C-80) 2-1/2' 1374' 12' 5/16' Steal UnmanConcrete (min. 3.5 hely 1-1/4° 1-3/4° 12° Grouted CMU, (ASTM C-80) 2-1/2' 1.3/4' 12" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. EDGE DISTANCE maLLATTOOI NOTES: • • •• 1. USE ONLY ANCHORS USTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE OMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X°, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE TYP. AiiiCHOI• - . > BED5F, 1T • OP 0 IF UNIIt� CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS °2X° ARE 1-1/2° THICK OR GREATER. ANDEDGlE DISTAN PER. • • INS 101tI=0'THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBDTRASTE, SSE = LE 8•T111iS SHiET• JURIS ICTION. VERTICAL SECTION B -B •• • • • • • 3. FORDNITACIAVIgNT 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 NOAAPPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida lding Code m Acceptance No S�O'_C1�+ 1.14_ Dare Cc" u 500 500 to W z W 0 Z 5 Z O O Z_ {1O X 011/1 3 ce 451 1.100.10 ,Sea 03 .Aea N 2 060 O CO F Z 0100S CV Cal as INSTALLATION TYPE E EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET T EMBEDMENT T 1 EDGE DISTANCE L1/4° MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11-7/8' O.C. MAX. WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT 2-3/4' INSTALLATION TYPE G INSTALLATION TYPE F 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2, THIS SHEET 1/4' MAX SHIM �4l\lll\t\1Y1',\\ mik:1A10 O TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET � A •!FI w' 3'1k14\M\1\1Fll\i1\t\\1� CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX SHIM r- 111 12-a1N1!':'/E' %tUI 1 r _111111 #12 STEEL SELF-DRILUNG SMS (35), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H r' 1/4° MAX SHIM 11X WOOD BUCKSTRIP, SEE N •12, VlSINV • m O EXTERIOR \ EXTERIOR MIAMI-DADE APPROVED MUWON (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET EMBEDMENT INSTALLATION TYPE F EDGE DISTANCE VERTICAL SECTION D -D • • • •• e CRETEzOR • R •• AANN�L` • FFjj• • lif-i3RE • ••• • • • TYP.CHQE, EMBEDMENT AU�EDIFE o1 CE ST ITE, ABLE SJHIS S:EE: • • • •• • • •• • • 3. FoF:4 TACiV(pNT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. •• • • • • • 4.1F APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH m rr /\ HORIZONTAL SECTION C -C EMBEDMENT EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Mln Edge Distance Min. Embedment Max O.C. 8paoktg #12 or #14 410 SS Screw P.T. Southam Pine (SG=0.55) 8/18" 1-3/8' 12' Akmtlnum, 8083-T5 min. 3/8° 0.083" • 12° A38 Steel 3/8' 0.083' • 12° Steel Stud, Gr. 33 min. 3/8' 0.048" (18 Ge) • 12° #12 or #14 Steel Screw (05) P.T. Southern Pine (SG=0.88) 9/18' 1-3/8• 12° Aluminum, inum, 6083.75 min. 3/8" 0.083' • 12' A38 Steel 3/8" 0.083° • 12° Steel Stud, Or. 33 min. 3/8° 0.045" (18 Oa) • 12' if4° 410 83 Creteflax Ungrouted CMU, (ASTM C90) 2.1/2' 1-1/4" 12° Concrete (min. 3.35 ksl) 1" 1-3/4' 12° 1/4° Steel Ultrecon Concrete (mkt. 2.85 kat) 1" 1-3/4' 12' Concrete (min. 2.85 ksi) 2-1/2' 1-3/8° 12' Ungrouted CMU, (ASTM C90) 2-1/2' 1-1/4' 12' Grouted CMU, (ATM C-90) 2-1/2° 13/4° 12° 5/16° Steel UOreeon Concrete (min. 3.5 ksi) 1-1/4" 13/4" 12" Grouted CMU, (ASTM C90) 2-1/2° 1-3/4" 12 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. :bittLLAtOisl NOTES: 1. U1E 0 Y 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 1-1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS °2X° ARE 1-12' THICK OR GREATER. INSPAmLATIONat! THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISSICTION: PRODUCT REVISED as complytag With the Florida Code Acceptance o 044"C -A0 CI:.l Exptmtimt Dare By Idl rc u sioa 0/11 0 O coO re z 0 g co •ssa0 m MD -720-820: 'oN DMO LL 0 h 10045 Iz- Z etox,, 00 � w as seu0S ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE --moi EMBEDMENT DISTANCE PER SUBSTRATE, I SEE TABLE 10, THIS SHEET INSTALLATION TYPE I O WINDOW BUCK HEIGHT EXTERIOR VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3/4' 0 INSTALLATION TYPE J 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET I— o USED AT CURVED FRAME MEMBERS ONLY § 11-7/8' O.C. MAX O EDGE EDGE DISTANCE DISTANCE MAX !SHIM I�2X WOOD BUCKSTRIP IIOR FRAMING, SEE INOTE 2, THIS SHEET L1/4° EMBEDMENT �.y O 0 O INSTALLATION INSTALLATION TYPE J TYPE K 1/4° MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 1/4" MAX. SHIM ,.1 INSTALLATION �- TYPE L 510 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10. THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET X1/4' MAX SHIM EDGE DISTANCE —1 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR MIAMI-DADE APPROVED MON (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET • • • • • •• •• ••• EDGE DI•:TANCE • • • I-+-- EMBEDMENT +- • • TYP. ANCHOR TYPE,'WDMEN/ • AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F • • 0 • • •• • •• ••• • • • • i • INATIOA COTES: VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH o m 'v i o HORIZONTAL SECTION E -E TABLE 10: EMBEDMENT EXTERIOR Andra Substrate Min Edge Diatanee Max. O.C. SpaGlrta 2-1/2" x .113° Box Nall P.T. Southern Pine (SG=0.95) 5/16° 6' 2-1/2" x .131° Common Nail P.T. SouOrem Pine (SO=0.55) 3/8" 5' 2-1/2° x .145' RooAng Nall P.T. Southam Pine (S0=0.55) 3/8° 5' 510 x 1° Steal Somme P.T. Southern Pine (SG=0.65) V2° 6' 0.093" Alumhum, 6063-T5 min. 6/16° 5' 1116" A36 Steel 5/16° 5" 0.045° (18 Ga) Steel Std, Gr. 33 6/16" 5' • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • 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 1-1/24. 1X WOOD BUCKS ARE OPTIONII� IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2.r ARE 1-112' THICK OR GREATER • INSTAL N TdITAE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING • JURISDI ON. • • 0 • • • 3. FOR AjT•CHM TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A S VE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. PRODUCT REVISED as complying with dm Fto-Sa Building Cada Aoeptaooaoe No IGs"O(a (4.14. ration Daft 5 aha0 N z w _ 5 0S-. O ❑ X LL ant 0 0 O I. .Sa0 CO MD -720-820.1 'ON 050 0 O CO BM'S 00 tiCO as SauaS ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• INSTALLATION TYPE M IIFOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 8" O.C. O 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET Pie EXTERIOR a WINDOW BUCK HEIGHT VISIBLE UGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4• 4 INSTALLATION TYPE N Q 0 4 EMBEDMENT 1 1 1/4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED AT CURVED EDGE DISTANCE FRAME MEMBERS ONLY @ 11.718' O.C. MAX. ■a 0 EMBEDMENT 114" MAX SHIM INSTALLATION TYPE M IIFOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6" O.C. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET CONCRETEICMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM 1 O2M-Mat 119 rd �+-- INSTALLATION TYPE 0 IFOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6" O.C. #12 STEEL SELF -DRILLING SMS (05), SEE TABLE 10, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET INSTALLATION TYPE N EMBEDMENT 1X WOOD BUCKSTRIP, SEE11 NOTE 2, THIS SHEET t EMBEDMENT AND SUBSTRATE, •. © (�lie4, i V3':aC'd1Y111U�jI/Ig4 C 1\ \t14.1\\U.\\ 11 i�� O TYP. ANCHOR TYPE, EMBED EDGE DISTANCE PER SU SEE TABLE 11, THIS SHEET EXTERIOR -1/4' MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET IXwo0OppgguC P, • SEE 911pTE"2. T 1 EFy EMBEDMENT �• EDGE DISTANCE • • • • •• VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2.3/4• WINDOW BUCK WIDTH HORIZONTAL SECTION G -G TABLE 11: \lt • CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR EDGE DISTANCE Anchor Substrate Min. Edge Distance Min. Embedment Max. ac" #12 or#14 410 SS Screw P.T. Southern Pine (SG=0.55) 8116° 13/8" 6" Altunlmen, 6063'76 min. 3/8• 0.083" • 6' A38 Steel 3!8" 0.083" • 8• Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Oa) • 6• 812 or #14 Steel Screw (GS) P.T. Southam Pine (80=0.55) 9/16" 13/8° 6' Alumimmt, 6063.15 min. 318" 0.083" • 6" A36 Steel 3/8° 0.683" •_ 6" Steel Stud, Gr. 33 min. 3/8• 0.045• (18 Oa) • e• Ira• 410 33 OreteF[ax Ungrouted CMU, (AS1M C-90) 2-112" 1-1!4" 17 Concrete (min. 3.35 keg 1' 13/4• . 17 114' Steel UOrecon Conorete (min. 2.85 keg 1" 13/4• 17 Concrete (min. 2.85 kat) 2-1/7 13/8' 17 Urgrouted CMU, (ASTM 080) 2-1/7 1-1/4• 1? Grouted CMU, (AS1M 080) 2-1/7 14/4• 12" 5178• Steel Ultmcon Concrete (min. 3.5 keg 1-1/4' 13 !4• 17 Grouted CMU, (ASTM C-90) 2-1/7 13/4* 17 • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • •• IN:10=.ATIOR DOTES: • • • • • • • • if 1. USE at ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • ••• • • • • • •• • VERTICAL SECTION H -H • • • • • • • • • • • 3. FOR A CHMI Jj 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. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X•, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2.X' ARE 1-1/7 THICK OR GREATER. • • • INSTALtf}DN RoI!E SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING • • ; ; JURISDI ON. PRODUCT REVISED ns camptyifg with tits Mad& Duildmg Cate Acceptance No &Natation Dote (941)-480-1600 9100 apo co O co cc Uxwp z -asap m .Aaa 0 ODd 0 OMR tL 0 co 1oayS zZ atDos 00 eV CV CO 00 as capes ••• • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • t • •• •• • ••• • • ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES GO' CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT • ANGLED/CURVED FRAME ASSEMBLY EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS •• ••• • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • •• • • •• •• • •• • • • • •• • • • • • • • • ••• ••• • • • • • • •• •• • • ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FIN FRAMES 90° CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS PRODUCT REVISED at complying whhdw Ftartda Building Code Atcaptanae lVo , - D ,L4 i zpiTtrc DataN° • By / M' Product z U ON J k< ii O o� 00 oz • o z (941)-480-1600 a7a0 app 0 O O F8 UMOfQ re W z 0 0 0Z z 0 Q.' 00 "sa0 'ON 055 0 O ANS zZ SAO'S 0-0- as Sau0S ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • Item POT Part # Description Material 1 4253C Flanged Frame - Alum. 6083-T5 2 4285 Equal4eg Frame Alum. 6083-T5 3 4266 Integral Fin Frame Alum. 6083-T5 4 4255 7/18° Lem& Glass Beading Alum. 8063-T5 5 4254 I.G. Glass Beading Alum. 8083-T5 6a 4270 Installation Fastener Cover Alum. 6063-15 6b 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 85 +/-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block, Mono. 3/18° x 7/16" x 4" Neoprene, Duro. 85 +1--1 21 71704AK Setting Block, I.G. 3/16° x 13/32' x 4" Neoprene, Duro. 85 +1-1 29 #6 x 1-1/4' FH SMS Stainless Steel 30 7B1PQX #8 x 1° Clued PH SMS Stainless Steel STRUCTURAL POLYISOBUTYLEN WITH DESICCANT SILICONE 114" NOM. STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS EXT. GLASS INT. GLASS KODISPACE 75 4SG TPS 1.875° 1.000" .500' .662° .438' t OFLANGE FRAME #4253C, 6063-T5 .875" 1208" a I-.— .050' 3/16" & 1/4" OGLASS BEADING #4258, 6063-T5 HOT -MELT BUTYL 3!18' NOM. BUTYL & DESICCANT FOAM EXT. GLASS 2.784° .094' —.4 � -- 1.375' 1 .500' Y .062. 050'°0°°s OEQUAL -LEG FRAME #4285, 6083-75 —�-{ �-- .346" .875 1.375"� .500' 1.125° 3 FIN FRAME #4256, 6063-75 —�{ 1.37" —may- .050' .050' I.G. GLASS INSTALLATION O5 BEADING 68 FASTENER COVER #4254, 6063 T5 #4270, 6063-75 ALUMINUM REINFORCEMENT 5116" NOM INT. GLASS INT. GLASS 76 SUPER SPACER®NXT'm •• ••• • • • • • • • • • •• ••• •• ,no,.0 w Part# Description Material 75 Komrneriing 4SG TPS Spacer System • •• 76 Quanex Super Spacer nXr with Hot Melt Butyl lis ; • SSheet for 77 Quanex Dutaseal Spacer •: Mai/gale 78 Cardinal X_ Edge Spacer • • • REFERENCE TES T REPORTS: FTL-8717, • • • •• • • • • • •• •• • • • • •• • • • • • • • • • • • • • • DURASEAL® 0 SPACER POLYISO- BUTYLENE OLYIS0.BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5/16° NOM. SILICONE SEAL 7e XL EDGE SPACER NT. GLASS PaODUCTUEv s8D as complying With de Florida Building Code Aonce No 0 Faigiradon7Jate &' JR - 05/05/16 - ADDED THIS SHEET WITH SPACERS & MOVED PARTS. Oro h (� eN} eN M C z �LL $ 1-z m o j 0 Ll ;Z c o z aleQ co z W 7 O O O Z_ D X anu co 0 O O to8 u 4Q w W z 0 0 Q co Z 0 y Cd 8 0 ��saQ m .nab MD -720-820: °N 9MQ 0 0 lama zZ alas NcpCNI 0D aD_ sauas • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • Florida r BCIS Home I Log In 1 User Registration 1 Hot Topics I Submit Surcharge 1 Stats & Facts Product Approval USER: Public User Publications 1 FBC Staff Product Approval Menu > Product or Application Search > A. •lication LI Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL15210-R5 Revision 2014 Approved Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Plas pro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com • • • • • •• • • Exterior Doors • • • Swinging Exterior Door Assemblies •••• EaP4i visi n1 BCIS Site Map I Links 1 Search • • • • • • • •••• • • • •• • • • • • Evaluation Report from a Florida Regissgred Architectbr a Florida Professional Engineer • • • • LI Evaluation Report - Hardcopy Receiv&d • • Lyndon F. Schmidt, P.E. • • • • • . •• • •••• • • • •• • PE -43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL15210 R5 COI CERTIFICATE of INDEPENDENCE.pdf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1300 • •. • • • • • • Licerrsed• • • •• • • • Year 1996 1999 1998 2003 2004 • Equivalence of Product Standards Certified By Sections from the Code ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210 R5 Eauiv Equivalency Of Standards.pdf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/24/2015 04/26/2015 04/29/2015 06/23/2015 2005 1995 2005 1994 FL # Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.1.pdf Created by Independent Third Party: Yes 15210.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or X0; OXO - Configurations) • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • • • Installation Instructiary, • : •• FL15210 R5 II Inst 152110 2. df • • • • • • . • • •_•••_` Verified By: Lyndon F. Stchrraid, P.E. 43409 Created by Independen�•Ilr?r�l•Party: Yes* Evaluation Reports • • • • • • •••• FL15210 R5 AE Eval 121•0•2.pdf •....• Created by Independerat.Thiv6Party: Yes., • . • • • •• ••• •••• 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fl erdla ; Double Door with or without Sidelites - Inswing/Outswing,(XX; 010. to nfigurariaii?)• • • • • • •• ■ Limits of Use •••• Installation Instructions • • • • • • Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.3.pdf addition ' ' ations, installa '. • ' • . - •rea uct particula e.: c • • Party: Yes 15210.4 ts of Use Approved for use d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.4.pdf Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or X0; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.5.pdf Created by Independent Third Party: Yes 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.6.pdf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.7.pdf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or X0; OXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: •Yes • Design Pressure: N/A Evaluation Reports • • . Other: See INST 15210.8 for Design Pressure Ratings, any FL15210 R5 AE Eval 11l.$.pdf • additional use limitations, installation instructions and 4, • Created by Independerybt.TJr. Party::`des••• '• product particulars. • 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass.Doublstoofyvith or`withoilt Sidelites - Outswing (XX; t0 - Conf?g'Ct tions) • • • •• • • • • • Limits of Use Installation Instructjp4ys••• • Approved for use in HVHZ: Yes • FL15210 R5 II Inst 1 21I.9epdf '• Verified By: Lyndon F. Schmidt, P.E.'.%19• Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independegt TWIN Party' Yes • • Design Pressure: N/A Evaluation Reports • • • •••• . • Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. FL15210 R5 AE Eval 15210.9.pdf •••• Created by Independent Third Party: Yes 15210.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.10. pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.10.pdf Created by Independent Third Party: Yes 15210.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or X0; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.11.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.11.pdf Created by Independent Third Party: Yes 15210.12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.12.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.12.pdf Created by Independent Third Party: Yes 15210.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.13.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.13.pdf Created by Independent Third Party: Yes 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts on Active Door panel - Outswing (XX - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.14.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.14.pdf Created by Independent Third Party: Yes 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door utilizing the WINDSERTTM an operational window i 1sert• Outswing (X - Configuration) • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • • • • Installation Instructions • • • • FL15210 R5 II Inst 15i1O.ii.odf • • Verified By: Lyndon F.&blt, P.E. 4340 • • Created by Independent Va Party: des. • • • Evaluation Reports FL15210 R5 AE Eval 11/ftt 15.pdf • • • • • • Created by Independeiltlirli Party:;Ygs••. • • • • •••• . Back Next • • • • • • • • • • •• • •••• • • • • • •• • • • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ;Check Credit Card Safe securi(.)TN ERics • • • • • • • • • •• • • • • • • • • • • •••• •••• • • • • • • •••• •••• • •• • • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • Mark Qty Product Width Height Config. ! Frame Glass MG -300 Clear 1/8 GRAY HS + 0.090 PVB + 1/8 A 1 LMI 75.0" 51.0" 1 XO Anodized CLEAR HS 36 3/8" 75" Mark Qty Product Width Height Config. Frame MG -300 Clear B 8 LMI 54.0" 51.0" XO Anodized Glass 1/8 GRAY HS + 0.090 PVB + 1/8 CLEAR HS 11- 25 7/8" --�- 54" Screen Biuemax Yes Looking from the outside Screen Bluemax Yes No. Looking from the outside • • • • • • • •• • • • • • • • • • • ••.• •••• • • • • • • •••• •••• • • • •• • • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • ry 0 N plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series 0 Fiberglass Door INSWING / OUTSWING "IMPAC]T" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements fort—IN/Hr. All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. �A UggVIVEVS • • • • • SHEEN DESCRIPTION • e 1 Typical elevation, design pressures,el, generpl�otos • • • • • • • 2 Door panel details • 3 Lite frame details and glazing deft, • • • • • • • • • • 4 Horizontal cross section 5 Vertical cross sections 6 3 -point lock details • ••• •• • ••• ••• 7 3 -point lock details • • • • • • • • 8 Buck and frame anchoring • • , • • • • • •• • 9 Components • • • • • • • • • • • 10 BM of materials • • • • • • 0 37.50" MAX. OVERALL FRAME WIDTH z z z 0 O Ssizi 81.13" OVERALL FRAME HEIGHT- OUTSWING X m 0 SWING . MAX. FRAME :DIMENSION DESIGN PRESSURE -VW) POSITIVE NEGATIVE' INSWING OUTSWING 37.50" 37.50" x 81.13" +75.0 -75.0 -75.0 Se _ = ., 2 & 3 fo hardware and lite frame design pressu z'nl-' cDo u'Jz 014, o o z$ oz ai• m bac c,U O 6_ � �n o a a U 0 0.1 0 VI Z LI o rx rx tv M � z D ATE 02/16/12 SCALE: N.T.S. D WG. Dr: JK CHIC. er: LFS DRAWING NO.: FL -15210.4 SHEET 1 of 10 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • e • •• •• • • • •• •• ••• • • • ••• • • i m n F. 5 3 N 0 N 0 lients\Plastpro, Inc PERMANENT\ Florida Product Approvals \FL -15210 HVHZ Fiberglass - Impact Opaque and Glazed\C HINGE STILE (LVL) 35.75" DOOR WIDTH °HORIZONTAL CROSS SECTION SEE HARDWARE TABLE ODOOR PANEL SEE HARDWARE TABLE LATCH STILE (LVL) HARDWARE TABLE ...: MANUFACTURER MODEL MAX DESIGN PRESSURE (PSF) KWIKSET KNOB: DEADBOLT: SIGNATURE SERIES SIGNATURE SERIES (980) ± 75 SCHIAGE KNOB: DEADBOLT: '7° SERIES (F51) 1r SERIES (B60/62) ± 75 PAMEX LEVER: FI3B SERIES DEADBOLT: FD7 SERIES ± 75 HOPPE MULTI -POINT LOCK: 3 -POINT TONGUE ± 50 WSF MULTI -POINT LOCK: TRILENNIUM "3000 SERIES ± 75 See sheets 6 and 7 for multi -point lock details. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• •• • ••• ••• • • • • • • • • • . • .. • • • • •• • • • • •• • • • • •• •• •• • • • • • TOP RAIL (COMP.) FIBERGLASS SKIN (0.125' MIN. THK.) FOAM CORE (POLYURETHANE - 1.9 PCF MIN.) BOTTOM RAIL (COMP.) 0 VERTICAL CROSS SECTION 2 DOOR PANEL DETAILS UPDATE TO 5TH ED. _(2014) FRC ¢ n 0 zz DATE: 02/16/12 s ° F• N.T.S U) z O rn ce ce DWG. By: JK GHN. er: LFS DRAWING NO.: FL -15210.4 SHEET 2 DF 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R\Oients\Plastpro, Inc PERMANENT \Florida Product Approvals\FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Drawings \FL -15210 (2014)\FL-152101-6.dwg, 3.4 20.50" MAX. D.LO. WIDTH 24.27 MAX _ FRAME WIDTH O 2 20.75" MAX. D.LO. WIDTH (TYP.) ODL LITE FRAME 24° MAX FRAME WIDTH 0 O 62.75" MAX. D.L.O. HEIGHT (TYP.) U 210. 0. RSL LITE FRAME 5/8° GLASS BITE EXT. 1" OVERALL GLASS THK. 1/8" ANNEALED GLASS 0.090° SAFLEX®PVB INTERLAYER 1/8"ANNEALED GLASS AIR SPACE 1/8"TEMPERED GLASS Gl GLAZING DETAIL NT. ... LITE FRAMETABLE MANUFACTURERMAX. DESIGN PRESSURE (PSI) . ODL ± 75 RSL ± 60 EXT. 1-1/4" OVERALL THK. GLASS 1/8" ANNEALED GLASS 0.090" SAFLEX®PVB INTERLAYER VT ANNEALED GLASS •• • AIRSPACE 1 /8" TEMPERED• GLASS 1/2" NON -GROOVE SWI w/ DELCHEM#80 POLYSULFIDE 1/8" BACKFILL ALUMINUM SPACER • IM.•• • • • • • • • GLAZING DETAIL • • • • • .. . • • • • • • • • • • • • • •• • • • • •• •• •• • • • • • EXT. FRAME 15 EXT. FRAME N 1.86" OINT. FRAME 16 INT. FRAME 7 SCREW CAP 0 a En 00 W2 0 m Z Lu O Fo � a 3) - w mQ „1 0 Z DATE 02/16/ 2 4PAtP N.T.S DwG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 3 OF 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10 HVHZ Fiberglass - Impact Opaque and Glazed \C - Drawings\FL-15210 (2014)\FL-15210.1-6.dwg, 4A tpro, Inc PERMANENT\Florida Product 4 4 ° O ©0 .o O vv v v v vv 0.15" Ill---11—.— CSINK im O INTERIOR ,,,,,,,,,,,,,,,,,,,I, 0 CO r 1 , 11 , 1111:its/L��i.�A-••• • • • :•: •• • • °• 4 1-1/4" MIN. EMB. (TYP.) O EXTERIOR • ••• 4 1O HORIZONTAL CRO4SS SECTIAN Outswing shown - inswinM : : • also approved • • • •• • • • • •• • • INTERIOR 0 0 00 0•it, EXTERIOR ••• ••• • • • • • • • • • • •• •• • • • • 0 "o ° c)433 HORIZONTAL CROSS SECTION Shown w/ IX sub -buck 1-1/4" MIN. EMB. (TYP.) 0.15" CSINK (SIPK INTERIOR 1-1/4" MIN. EMB. (TYP.) a b. 4 " c o EXTERIOR c)e{22 HORIZONTAL CROSS SECTION Outswing shown - inswing also approved la HORIZONTAL CROSS SECTIONS ® >- c; In wz 0 U O cc a z 4) LJ M 0 Z DATE 02/1 6/ 2 sc./we N.T.S DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 4 of 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2012 R.W. BUILDING CONSULTANTS INC. O 0 E RNClients\Plastpro, Inc PERMANEN1\Florida Product Approvals\FL-15210 HVHZ Fiberglas a ' i co INTERIOR ()VERTICAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR EXTERIOR "', INTERIOR 0 $ VERTICAL CROSS SECTION Shown w/lXsub-buck INTERIOR 0 00000 ci)VERTICAL CROSS SECTION Outswing conhlrguratlon • •p fT. • c"), VERTICAL CROSS SECTION Shown w/ ADA threshold 0 • • • • • • •• • • • •• ••• •• • • • •• • ••• •• • ••• ••• • • • • • • • • • • • •• • • • • •• • • • • •• • • • • •• •• •• • • • • • co EXTERIOR 0 lop Ifi Nur INTERIOR m ° 4 B 4 m° o 4 a c)$44 VERTICAL CROSS SECTION Inswing configuration 0 0 0 U O a VERTICAL CROSS SECTIONS s 0 \ F ._ O Z DATE 02/16/ 2 SCAM N.T.S DWG. BY: JK CHK. SY: LFS ORAWNG NO.: FL -15210.4 SHEET 5 OF 100 • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Product Approvals\FL-15210 HVHZ Fiberglass - Impact Opaque and Glazed\C - Drawings\FL-15210 (2014)\FL-152101-6Awg. 6.4 R:\Clients\Plastpro, Inc PERMANENT \Flo MANUAL RAISED TONGUE GEAR SYSTEM 1" OHOPPEMULTI-POINTLOCKSET &Point'fongue" •• ••• • • • • • • • • •• • • •• •••• ©• ••• .•` "• ••• ••. • • • • • • • • • • i 23 MUL,-PQJM pip: • • • • • •• •• • • • • • • •• • • • • • • • • • ••• • • • • • • • •• ®, • 25 LATCH AND DEADBOLTSTRIKE PLATE • • Tongue system • 2X BUCK IX BUCK 2X BUCK 1X BUCK 2X BUCK 1X BUCK STRIKE JAMB 0 a cte U O Z p z ami ce0 0 3—POINT LOCK DETAILS 0 Ci SW O a 5) a n � z DATE 02/16/ 2 SCALE N.T.S DWG. BY: JK CHK. er: LFS DRAWING NO.: FL -15210.4 slim 6 OF 10 z z z N 0 N • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • R:\Clients\Plastpro, Inc PERMANENT\FIorida Product Appr 2X BUCK • •—I^ • • •• 1X BUCK • • • • W • • • ••• •• • SN SoF Tnleunium 3000 !FRIES.• • ••• ••• • • • • •• • • •apt' LdCk • • • • • • • • • •• • • • • • STRIKE JAMB DETAIL 0 0 �w m 0 a PART OR ASSEMBLY: 3—POINT LOCK DETAILS m O SW F n � z DATE 02/1 6/ 2 SCALE N.T.S um. By: JK CHK. er: LFS DRAWING NO.: FL -15210.4 SHEET 7 OF 10 V) z 0 In 2012 R.W. BUILDING CONHU 9 •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • Impact Opaque and Glazed \C - Drawings \FL -15210 (2014)\FL-15210.1-6.dwg, 8.4 R:\Clients \Plastpro, Inc PERMANENT\FIorida Product Approvals\FL MASONRY OPENING BUCKANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as MAX ON CENTER"musi be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX ON CENTER' dimension cue not exceeded. • • 3. Concrete anchor table: ANCHOR TYPE'. ANCHOR SIZE; _ MIN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR RW TAPCON° 1/4° 1.1/4° 2" 4° ELCO ULTRACONe 1/4' 1-1/4° 1° 4° • rt0 TAPCON• 3/16° 1-1/4" 3° 1.1/2" — STRIKE JAMB SEE HINGE DETAIL (1YP.) .33 6" ITYP.) MASONRY OPENING FRAME 2X BUCK_ — 2X BUCK IX BUCK IYP. HEAD 8. JAMBS • •.• I!4BUCtO4alh1 0 i• ••• •• • • • •• • IX BUCK© •••• • e. !!-.-m . •• NI • •• • • • • •• • • OUCH & DEADBOLT DETAIL • • •• • • • • •• • • FRAME ANCHORING Masonry construction I X BUCK 2X BUCK 2X BUCK IX BUCK WOOD SCREW INSTALLATION NOTES: • • • • • • • Maintain a minimum 5/8° edge distance, I" end distance. 8 1"o.c. spacing W • • • wood screws to prevent the splitting of wood. I X BUCK 2X BUCK O HINGE DETAIL Inswing 0, J h HINGE JAMB IX BUCK 2X BUCK c %%%%%% %%%% HINGE DETAIL Outswing U O 0. U O Z p CC VI 5Lnm ami EL1 E ANCHORING m )•-• D] <3- 0 0 o � N o � N I �a Z We 02/16/ 2 scALE: N.T.S DWG. BY: JK CHK. BY: LES DRAWING NO.: FL -15210.4 SHEET 8 of 10 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • ••• • • • • • • • • • •• •• • • 5210 (2014)\ FL - F. 5210 HVHZ Fiberglass - Impact Opaque and Glazed \C - Dr R:\Clients\Plastpro, Inc PERMANEM\Florida Product Approvals 0 OUTSWING THRESHOLD DLP (QOSR) OUTSWING THRESHOLD 3Z DLP (QOSH) 5.62° raZiOUTSWING THRESHOLD Endura (Z Series) 5.625" ®% RV .10 INSWING THRESHOLD Endura (Z -Series) 7 GOUTSWING THRESHOLD Columbia High Dam (581) 31OLTTSWING THRESHOLD Columbia (575) •• • • • •• OINSWING THRESHOLD Columbia • ••• • • • • • • •• • • •• •• • INSWING H:Emote • • • • • SLP (El • • • • • • • • • • • •• •• • • 4.56" i 2.44" 1 2.13" OPOLY FIBER JAMB Plastpro 4.56" 4-- 2.36" OWOOD JAMB 22' 13 U 0 O O a 4 ca om 2,088" —� 0 0 /1 A —"•-I 0.57' OWEATHERSTRIP Endura Force 5 ODOOR BOTTOM SWEEP 4.56" , ADA THRESHOLD DLP COMPONENTS 0 0 a Ka n� Z DATE 02/16/ 2 SCALE: N.T.S 0, 0 rn rere DWG. ar: JK CHK. BY: LFS DRAWING NO.: FL -15210.4 SHEET 9 OF 10 ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • z z D 0 0 N 0 01 II BILL OF MATERIALS •Z �' ITEM # DESCRIPTION MATERIAL Eo 6 Document. Prepared By: IV; nwCU Lyndon F. Schmidt 41: , P.E. No. 43409 ',j,,��l'ON�. krBUILDING CONSULTANTS. INC. J YY P.O. Box 230, Valrico, FL 3 YY Phone No.: 813.859.9197 FBPE C.A. No. 9813 A 1X BUCKSG>=0.55 WOOD %tlY z° B 2X BUCK SG >= 0.55 WOOD '.0"' �� C 1/41" MAX. SHIM SPACE - '' '.��1TTII .' D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE SII:. G 1/4" X 3-3/4" PFH ELCO OR flW CONCRETE SCREW STEEL N; H 3/16" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-1/2" PFH WOOD SCREW STEEL M #8 X 1-1/2" PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD PRODUCT: PLASTPRO INC. FIBERGLASS DOOR _ PART OR ASSEMBLY: BILL OF MATERIALS 3 EXT. FRAME (ODL) ALUM. 4 INT. FRAME (ODL) ALUM. 5 #7-19 X 1-3/4" PPH SELF-DRILLING SMS STEEL 6 #10 X 1-3/4" PPH WOOD SCREW STEEL 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 12 NON STRUCTURAL SEALANT SILICONE 13 STRUCTURAL SILICINE (DOW 995) SILICONE 15 EXT. FRAME (BY ROYAL MOULDINGS) PVCm 16 INT. FRAME (BY ROYAL MOULDINGS) PVC 17 SCREW CAP (BY ROYAL MOULDINGS) PVC JUPDATE TO 5TH ED. (201 FBC 1 22 3 POINT 'TONGUE' MULTI-POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTI-POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL y 27 LATCH STRIKE PLATE STEEL o 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD • • • • • • • • •ALIiM/VdOOD w 36 INSWING THRESHOLD • • • • • • VALDMitOMP M o 37 INSWING THRESHOLD • • r RIEM/VR)OD 38 • • • • • • INSWING THRESHOLD • • • • • • • • •AL M/CO AP z 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - DATE: 02/16/12 55 #10 X 1-1/T PFH SCREW STEEL SCALE: N.T.S. 57 BACKING PLATE • • • • • • • •STfiEL • • • DWG. BY: JK 58 #8 X 7' PFH WS • • • • • • • • • • tEEL : LFS 60 MULTI-POINT STRIKE PLATE • • • • • STEEL • DRAWINGNO..NO.: 62 LOCK ASSEMBLY••• •• '•• '•• SIMEL :. FL-15210.4 SHEET 10 OF 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Floor Flan Client Name: Address: - FOUR BLR'DOORS 5743 NW 159 ST MIAMI, LAKES,' FL33014 FRITZNER BLANCHET 174 NW 100 TERR MIAMI SHORES, FL 33150 Noa 16-0714.13 Zone 5 36.7-48.9 10 9 FB 1544 HR 108X611/2 Noa 16-0714.13 Zone 5 36.7-39.7 11 HR 74 X 63 NOA 16-0629.21 Zone 4 36.7-39.7 BEDRM 2 Egress 12 CA 375/8 X513/4 13 SH 191/4 X 393/4 Noa 16-0714.06 Zone 4 36.7-39.7 14 CA 371/2 X 511/2 Noa 16-0629.21 Zone 5 36.7-48.9 Egress BEDRM 1 1 HR 371/2 X 511/2 Noa 16-0714.13 Zone 4 36.7-39.7 11 PLASTPRO DOOR FL 15-210.4 Zone 36.7-39.7 HR 108 X 611/2 Noa 16-0629.14 Zone 4 36.7-39.7 IMPACT PROTECTION 1 8 PW153/4X615/8 7 FD 34X803/4 6 PW 16 X 611/2 Noa 16-0629.14 Zone 5 36.7-48.9 Noa 16-0629.17 Zone 4 36.7-39.7 2 1 3 Noa 16-0714.13 Zone 4 36.7-39.7 Noa 16-0629.17 Zone 5 36.7-48.9 39 X 82 HR 1113/4 X 631/2 Noa 16-0714.13 Zone 4 36.7-39.7 • • • • • .. , 000000 • 000000 •••• • • •s•• • • 4141 •• • • 000000 • a • 000000 • • 041.0 • • • •• • • • •••: • • • • • 000000 • • 00000 • • • • • .••.••• • • 41.41•.• • • 0 10 • 10.0400 •• • • 0 ••• •.•• • • Miarni Shores Village APPROVED BY OM MEM IANICE WITH ALL I Y 17l !LFS AND nFC',l DATE MIN FEDERAL 11 ATIONS ZONING DEPT PDG DEPT i (',IIiMI CT -I O (;0).111'1 1 i All- Am cnI Irl L ••