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WS-17-1675Project Address 165 NW 92 Street Miami Shores, FL 33150 - Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -6-17-1675 PermaPermit Type: Windows/Shutters ork Classification: Window/Door Replacers Permit Status: APPROVED Issue Date: 7/5/2017 Expiration: 01/01/2018 Parcel Number 1131010331000 Block: Lot: Applicant SAMUEL & YAEL HYKEN Owner Information Address Phone Cell SAMUEL & YAEL HYKEN 165 NW 92 Street MIAMI SHORES FL 33150- (973)525-6113 165 NW 92 MIAMI SHORES FL 33150- Contractor(s) ASTOR CONSTRUCTION LLC Phone CeII Phone Valuation: Total Sq Feet: $ 18,197.55 300 Type of Work: REPLACE 15 WINDOWS AND 2 DOORS TO I No of Openings: 17 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $11.40 $4.05 $4.05 $3.80 $270.00 $9.00 $15.20 $317.50 Pay Date Pay Type Invoice # WS -6-17-64418 07/05/2017 Credit Card 06/27/2017 Credit Card Amt Paid Amt Due $ 267.50 $ 50.00 $ 50.00 $ 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 t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni _y! �� : ore, I authorize the above-named contractor to do the work stated. Authori gnature: Owner / Applicant / Contractor / Agent Building Department Copy July 05, 2017 Date July 05, 2017 1 \3\ BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. PER IT APPLICATION UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION RECEIVED JUN 2 71017 Sfi FBC201'1 S r s Sub Permit No. ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ( los 1 V U City: Miami Shores (Counntty�: Miami Dade Folio/Parcel#: l .� 1 0 1 ' 0.33 - louvwIs the Building Historically Designated: Yes Zip: 33?.)V Occupancy Type: Load: Construction Type: Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): Notf.,1 -\) IQ Vj Phone#: Address: l W t, i s 51-" 1 f City: 111 I r e State: P` Zip:a31 50 Tenant/Lessee Name: Phone#: Email:n y� Q,g)lk,u_0'?, CONTRACTOR: Company Name: 1 1 S4O L hone#: Address: % +00 3 L rn? City:^^State: Os Qualifier Name: 14 • 3c4 V 0 State Certification or Registration #: _ooe. iso u/G3ri Certificate of Competency #• Phone#: DESIGNER: Architect/Engineer: Address: L e VD 1 (D 8 City: Value of Work for this Permit: $ (.Q ! �S Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace/�la❑ emolition Descr' tion of Work: % b �►GXLX 1rVAs Zip:r hone#: -� a - ( 12 0 ,�1 1 f 11 State: p—� Zip: aoD Square/Linear Footage of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ 2R O - CIO CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2 • (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. _ Signature1/461 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this z.y cloyofHay me or who has produced Dl(( U,°/ tt C24 -7. -AC , 20 I'4 , by Z(l day of HAI/ , 20 17- , by , who is personally known to DatIM-4A,Q,B001.0 , who is personally known to as me or who has produced �I i u(✓ t'.t C1 -4v74- as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: identification and who did take an oath. NOTARY PUBLIC: APPROVED BY (Revised02/24/2014) Plans Examiner ************************************************ Structural Review Zoning Clerk Property Search Application - Miami -Dade County CE F Page 1 of 1 :RTY APPRAISER Summary Report Property Information Folio: 11-3101-033-1000 Property Address: 165NW92ST Miami Shores, FL 33150-2228 Owner SAMUEL HYKEN YAEL HYKEN Mailing Address 165 NW 92 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4 /3/0 Floors 1 Living Units 1 Actual Area 2,313 Sq.Ft Living Area 2,261 Sq.Ft Adjusted Area 2,287 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1948 Assessment Information Year 2017 2016 2015 Land Value $203,198 $203,198 $149,803 Building Value $153,401 $193,230 $195,122 XF Value $1,073 $1,092 $889 Market Value $357,672 $397,520 $345,814 Assessed Value $357,672 $397,520 $345,814 Benefits Information Benefit Type 2017 2016 2015 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 16 & W1/2 LOT 17 BLK 134 LOT SIZE 75.000 X 123 OR 17860-0326 1197 1 COC 23650-4010 07 2005 1 Generated On : 7/3/2017 Taxable Value Information Previous Sale 20171 20161 2015 County Exemption Value $0 $0 $0 Taxable Value $357,672 $397,520 $345,814 School Board Exemption Value $0 $0 $0 Taxable Value $357,672 $397,520 $345,814 City Exemption Value $0 $0 $0 Taxable Value $357,672 $397,520 $345,814 Regional Exemption Value $0 $0 $0 Taxable Value $357,672 $397,520 $345,814 Sales Information Previous Sale Price OR Book- Page Qualification Description 02/28/2017 $515,000 30438-4280 Qual by exam of deed 02/02/2016 $385,000 29972-0002 Qual by exam of deed 12/17/2015 $351,800 29958-4207 Financial inst or "In Lieu of Forclosure" stated 04/11/2013 $262,600 28609-1949 Financial inst or "In Lieu of Forclosure" stated The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/3/2017 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). A kr) ';vle • gement: Carlos A. Paesano 07/05/17 Qualifier/Owner Signature Date Print Name STRUCTURAL SNC'= CONSULTANTS • • • WIND CALCULATIONS INSTALLER: ASTOR WINDOWS & DOORS 7330 S.W. 42ND STREET MIAMI, FLORIDA 33155 PHONE: (305) 328-9138 FAX: (305) 418-7541 WEBSITE: WWW.ASTORWINDOWS.COM PROJECT: .. .. • ••• • •• .'IMPACT WINDOW / DOOR INSTALLATION AT: •• •. • ••• .... • • •• • .... • .. • • •• •••• • •• ... • .. • •••• • • .. • •••• • • 165 N.W. 92ND STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTY "YOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. 1121-1-1 SIREEF, MIAMI, FloRidA 33176 TEL (786) 242-1720 - FAX: (786) 242-4599 STRUCTURAL ENCINEERINC CONSULTANTS. 'INC 9420 S.W. 1 12TH STREET MIAMI, FLORIDA 3 3 1 7 TEL (76b) 242.1 720 • FAX 78b' 242.:90:, DESIGN CALCULATIONS Co o6 , ASCE -1 O v.it Nt) ye-cctr1 = n5 M P rt •ExPOSQRE C 4or'7y = G R;5K C'i•6coRlly 00 ; K{t= t. o 0 VELCPRE.55•EeasuaE cocr.(K)= 0`85 (Caorn-tFR8LE30•3-I) Rcof s�oQc A / 12, • NMRovJE.S-r Dim .= 351"0 ' rneAN RV' (h'):. 1 &(,1 • q (C.oR D157ANCE t 2 t. 5' • 0,=0.4 )1‘31-40‘1.-: 5\-5' A= I )(39-0":: -- .. •• • • • ••• • • • • •• • • ••• • • • • • • •• • • • DRO.;EC' SHEET NC Z OF DATE os7A,vV'32-' 61A MAW 6I-frYLM 5 • ,. �.0o2.5- • = 0. cc 2:5 ("a • 56, . if � � scillws;•.v..,' ;0(;)(,..x\-44 4ty-Rs: C-,Co,=r 0,18 N INDCV'W 5 CRIT FiK EA< ' G •• • • • • • •• • ,•• • • •• • • • • ••• ••• • ••• ••••t. PS F trop —til 0 — •t,0a 0344 —1,0t"?- 4- -''OT •42:&t• STRUCTURAL ENGINEERING CONSULTANTS June 20, 2017 Miami Shores Village Building Department. Miami -Dade County, Florida Job: Impact Window / Door Installation at: 165 N.W. 92nd Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 47.1 psf Negative Design Pressure (Zone 4): 51.1 psf Positive Desjgn Pressure (Zone 5): 47.1 psf Negative Dekigia Pressure (Zone 5): 63.1 psf ...... . . ••• DOORS: Positive Design Pressure (Zone 4): 45.0 psf Negative Design Pressure (Zone 4): 49.0 psf Positive Design Pressure (Zone 5): 45.0 psf Negative Design Pressure (Zone 5): 58.9 psf N`OM'E. "Zone 5" pressr¢es art applicable to openings that are within 3'-11" of building corners - Reter to calculations. . . . .. ... .. .. .. . • ¶ove stated drsign pressures have been determined in accordance with ASCE 7-10 based on the following • • . .. .... criteria: . • * Risk Catggviy: II * Building Mean Roof Height: 13'-6" . "°• xposdfe Vategory: C * Basic Wind Speed: 175 mph • .... • .. Anchor spaciijg% and installation of glazing / window and mullion systems to main structure must be in strict accordance with the P oduct Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you shoul contact us. Sincere STRU have any questions or concerns regarding this or any other matter, please do not hesitate to EERING CONSULTANTS, INC. ( E.B.#: 007781) 06/20/17 • E.,.Structural Engineer "YOUR ON-CALL ENGINEERING COMPANY" 9420 S.W. 1 1 24i STREET, MIAMI, FIORidA 33176 TEL (786) 242-1720 - FAX: (786) 242-4399 WS FHCo3 MiAMI•DADE COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 0 • Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 17 yr 474 BOARD AND CODE ADMINISTRATION DIVISION T ,Yr:6) 315 90 v (7::1 599 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 old+ hsateri. . The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Sec i•n to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Aluminum French Doors w/wo Sidelites— L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Imp acs sheets 1 throught10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, Signed a44 ivied by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision•stamp:with ta%Notice of• • Acceptance number and Expiration date by the Miami—Dade County Product Control Section, •: • •• •.. • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • Limitations: •. • • • 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX,•Q (and O•kXi1. 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 hitt=ipr 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 AIJ.• .• . • 5. Applicable Egress requirement to be reviewed by Building official. • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #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 I. Chanda, P.E. NOA No. 16-0629.17 Expiration 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 (055.w9 itisulateg• •• . • laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reposts.No(s) FT.L' ; • 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted:under files #12- 0516.02/411-1013.22).•••• 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,TA9 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 2094.3 • . • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-9•4 • • • • . Along with marked—up drawings and installation diagram of Aluminum outswing doors • • w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-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(5th 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. E-2 . .... .... .... . . . . . • • . . .... .. . • . • • . .... • • .. . . .. .. • . . . . • . . . .. . ... • .. . . . • • • • . • ... . • • ishag I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 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 3/16" 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. (.84(11) CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN 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 33 113% 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:; ANSI/AF&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. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION • ASTM Et 300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 • AISI-S100-07/52-2010 090 PVB CD • 111.11/2" GLASS BITE EXT R 1/8" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/16" HS. GLASS 3/8" NOM. GLASS STACK 3/8" LAMI NOM. 1/2" GLASS BITE EXTERIOR a 3/16" AN. OR HS. GLASS .090 PVB INTERr«R (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAX$vYJti) • 3/16" HS. •GLASS • • •• 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 — • • • • • • • .090 PVB INTERLAYER (DUPONT BUTACITE) •• • • • •• 7/16" NOM. GLASS STACK S/1Q' LAMI NOM.• • • GLAZING OPTION A OR B, NOTE 1 GLAZING OPJON �•OF�D,NO�E ••• • •.• • •• ••• • • • • • 13/16" NOM. GLASS STACK 13/16" LAMI IG NOM. GLAZING OPTION E, NOTE 1 3/16" HS. GLASS 1/8" HS. GLASS PRODVC f ARMED •e�pilg wit de Florida °R `� AelpNit-oct9.17 1141ewlrpoe OcT'I,2e17 (Lc-- o Cn N 0 A A x w a a2 rt to e 0 0 A LL Q • 0 C3 0 0 LL O JS Z TD- CERT. OF AUTH. #29298 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •••• •• • •• •• •• •• ••• • • • •• ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A B, C, D OR E HEIGHT 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" X •TH XXWIDTH 68-793/4" 71 3/4" O WIDTH +75.01 -75.0 +75.0 1 SINGLE SIDE LITES WITH GLASS TYPE A - 75. +75.0 - 75.0 +75.0 -75.0 +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 SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E O WIDTH r7-4:36 7"-+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, XO, OXO, XXO, OXX & OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X 1MDTH 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 26 31 1/2" 5° 593/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 673/4" +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 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 • 5.O 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.1 •-59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 rg2.4. 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 . X4.4 • 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.e -34.0 ••• • NOTES: 1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" 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 = 73 1/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO/OXX WIDTH =107 3/4" MAX. OXXO WIDTH = 143 3/4" 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 / -43.6 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. • • • • • • •• • • • • • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• L .• • / RQ°UCr REMED nailing c▪ °c.d.Aceepasnft »;�r dieFl �e. Ns l.-ou1.17 E>trlgains un7-i° 1 mim�Sl, ti - almbndaetCesMy� 0 0 O s rc 4 8 rc v7 D' D 09 v7 w CC 0 oU' vFr3 0 U a 2 w I= J w 0 05 cc 0 0 0 2 0 z w cc w � Q .LL to 0 0 w g0 4N d z 0 '40 tw *ON °nn o ) 62 o5 0 d0 0 NZ Z CERT. OF AUTH. #29298 6f7Ti A. LYNN'MILLER. P.E P.E.8 58705 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • 109 1/2" MAX.SEE 143 3/4" MAX. ►aoeucI 73 1/2 MAX. 36 3/4" 36 3/4" 36 3!4" REVISED �� — 36 3/4" 36 3/4' l M —� SEE NOTE 3 t— MAX. 1 MAX NOTE 3 I MAX. S wiNthe Florida Os& MAX.NW �P b1!hiPI e..�..»� 14-os2c.1� 11� — CIS � Drawn By: J ROSOWSKI Drown Data: 04/04/12 SIDE LITES, IMPACT Drawing No. Rev: F 10 11005-1 F , 1 10 Fil 4 , . .., ,(MAX. TYP.) lE 9 lE Ei- lE0 0 8_ 1� 1�� I1 IONS 'RENON DOOR & O SEE NOTE 4-71. SEE NOTE 4 �� SEE NOTE 4 SEE NOTE 4 -�1 SEE NOTE 4 OXXO M OX OR XO OXO CO 36 3/4" s '- $ Z 71 3!4' MAX. 71 MAX 37 1!2" 24 9/16" MAX. 33 5/8" MAX. MAX. DLO (TYP) 1 DLO (TYP.) f G _ I A-- A—, o i'� N� ss3/a"MAX.�— G HT.T,P95 3/4"MAX (TYP.) 84 3/8DO843/8" CJ _.e wMAX-� ITYP. I,1 DLO (TYP.) DOOR 40" DLO HEIGHT = HEIGHT -11 318" DLO WIDTH 'X =DOOR WIDTH -12 15/16" (TYP.) D�Al C+ Ilk DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" �D A4I • • • • • 9 • • • • IDE LITE • • z • • • • DLO HEIGHT = HEIGHT -11 3/8" ►1 ��— E. • • . •. • • • DLO WIDTH = WIDTH -3 1/8" A— • B��I A — ,� 0 NOTES: (,{ �6 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP' X AND 'XX DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO',DX, )X8' CO','OXX' $NA'D XO' ccjaPpuvrjoNs. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILIW SHEET 2). • • • • • • , 5. CLEAR OPENING FOR 'X' AND 70C' DOORS AS FOLLOWS; ('X DOORS = WIDTH - 5.646) •(•SCX' DON =UOQR WIDSWi -0d79) • • . • • • • • • • • • • • • • • b��L of ` A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 saooucr REVISED as complying wi6 dw Florida [within Code No 0 .. D (6 I R I -j 11111111EAmpisate EXTERIOR INTERIOR y l�y-�, — � yea..°.ss,,. e«=t 115 WSKI N CT 0 1 ©, 60 0 AT HEAD/JAMB �� a 37 .1 CLEAR -COLORED SEALANT 11L.4f1 IS�If _ = = 11 [[ __ '® AT SILUJAMB s 0 0.3 : g ; M VS 2 0 EXTERIOR INTERIOR — H g R11 m J 1� LLI 1.1 Rev. Dote: Revision: Rev. Dote: Revision: Description: VERTICAL SECTIONS ntro: ALUM. FRENCH DOOR & Series/Model: Scale: Sheet: FD -101 NTS 4 0 MAX. 62 MAX. MAX. MAX. ti SIDE '\f--- DLO DOOR DLO LITE HEIGHT HEIGHT 11 I IlipL SL VIEW G -G UV mg oiag < ti CORNER ASSEMBLY = o 30 0Z •. • • • . .. • • 0rL��1JJl ••. •• • •• •• • • •• • •• . •• • 1.489 I • •• ••• •• • • • •• rip A • DOOR SECT. A -A $L•§F�CT. B-E� • • • • • ® VERTICAL :V TICAL. •. • • • • A. LYNN MILLER PE• • • • • • • • • • • • • • • • • • • • A A • ••• P.E.# 58705 • _• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • •' • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 —j , Y1 OD C r R vrcE0 with tY. nom, .charting Fad. MAX.'XX WIDTH „Acceptance No jkAH._17 Coshei ? e' ' • • ._ N LL Y E 10 u) zir- _J.,- 0 • ' DLO '� XX' SECT. C -C i_.MAX. _ I ♦ ♦ DLO - ® 4' 0 g 8 & SIDE LITES, II\ Dfcwfng No. 10 11005- 0 0 0 0 HORIZ. 46 0• 'X MAX. WIDTH co 11- � O L SECTION ICH DOOR ''' Cn — , PM �f INTERIOR y i a w "5i 1 7 �M■ i — 1 LLZ 11 •o �� L.MAX. j 8 8 gO •u- DLO 'X' SECT. D -D 8 = a? ii Q 46 ® EXTERIOR 5 HORIZ. ' DRIVE 4275 ig 1274 AS °' SPACING, SAME JAMB ANCHOR SPACING �® MAX. SL WIDTH MAX. SL WIDTH 1 (SEE SHEETS 7, 8 AND 9) �� Il . >aO ' II,i1 02 z I-. ■M.ilk• • �— • • ..•� L. MAX. i��/ • MAX. DLO �/ SEE TABLES 1 AND Z•AND • + • • • • • • • • DLO ® NOTES ON SHEETS 1 & 2 • . 0 SL SECT. E -E a FOR APPLICABILITY SL SECT. F -F //'' u' 6 le le . ••• HORIZ. (DOOR W/ SIDE LITE) � �• • • •••�fSGLE SIDE LITE) • • • • • • • • • • • A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • •' • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • •• • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ITEM DWG # POTS DESCRIPTION 1 9438 60411 FRAME HEAD 2 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSIBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 958 79564 FRAME HEAD STRIKEPLATE BACKING PLATE ` SILICONE ` HOT -MELT BUTYL STRUCTURAL 7 7832X12FPXP #6-32X .500 PH. FL. MS - S.S. WISIUCONE PATCH �� SILICONE 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) STRUCTURAL STRUCTURAL ' FOAM 'j 3!167 NOM. 9 996 709913 GASKET (BETWEEN HEAD & FRAME JAMB) pOL TYLEN 114" NOM. 10 852A 6533016 FILER HEAD ADAPTER WITHYISOB WRFi 11 11000 611000M OUTSWING THRESHOLD 011 DESICCANT/ R.N. Dab: Revision: - — -_ Drawn Ry F 05/05/16 ADDED SPACERS. J ROSOWSKI Rev. Dab: Revision: Drawn Date: 04/04/12 Description: PARTS LIST iltlr ALUM. FRENCH DOOR & SIDE LITES, IMPACT Series/Moda: Scaler Sheaf: pawing Na Rev. FD -101 NTS 6 OF 10 11005-1 F 12 1670 671670 WSTP, .350 RD FOAM FLL T -SLOT (AMSBURTY#32011) EXT. GLAS�� 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER EXT. GLASS 14 110014 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 15 110024 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) /� 16 110034 4110034 ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 915D 80380 FRAME JAMB (OUTSWING) 21 1010 60300 WSTP.,0-ION .190 X.375 HIGH INT. GLASS INT. GLASS 22 6808 68008M REINFORCEMENT, 1.000 X2.750 00.650, 6061-T5 23 1140 78X112PSATS #8 X1.500PHSOAT/S KODISPACE SUPER 24 1048 71048 JAMB SCREW COVER CAP 81 TM 25 930 41721N STRIKE PLATE INSERT 4SG TPS SPACER®NXT 26 1118 710X34PFA #10 X .750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP .187 0.300 HIGH 30 9100 6910 DOOR PANEL TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL 0145 ALUMINUM 34 913A 60378M TRUSS CLAMP REINFORCEMENT REINFORCEMENT POLYISO- DESICCANT FILL AREA 35 1130 6TRODA 5/16.18 THREADED ROD ‘44. BUTYLENE 38 990 7990NUTA 5116-18 FLANGED HEX NUT 4 ''..1.11114b,,,.-5/16* NOM. 37 9144 130379M WEATHERSTRIP CHANNEL 5/16" NOM. ` SILICONE SEAL 38 7834FPT #8 X.75 PR FL TEK ROLL 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STIES) DESICCANT `� -FORMED 1 ! _pp 40 1023 679240 WSTP., .187 X.250 HIGH, FINSEAL FOAM, STAINLESS STEEL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) EXT. GLASS pe 42 1145 7P3000 W SIL PFLSMSTYPE BOL EXT. GLASS 43 1212 7P30GG DU0ST SILL DUST PLUG (NACTNE PNL) 11 44 9838 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) ,) ��II1 45 9848 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 48 1219 60200K W31P.,0-LON .190 X.200 HIGH INT. GLASS 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) INT. GLASS 48 1139 71334F #6 X.750 PH. FL SMS 1M 49 962 FD2PTAY 2 PT. LOCK ASSY.DURASEAL® XL EDGE 8.„ < 50 6R780FS RUBBER SLEEVE e3 O SPACER 51 930 41721 STRIKE PL. INSERT (INACTNE PANEL) SPACER 52 931 7FRSPX DEADBOLT STRKE PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS 60 920D 69200 SIDELRE HEADER Part # Description Material =� —ii 61 921D 6921 SIDELITE SILL a o 62 9168 60381 SIDELRE JAMB 80 Kommeding 4SG TPS Spacer System > p 63 1155 781PQA #8 X 1.000 QUAD PN. SMS 81 Quanex Super Spacer Oa with Hot Melt Butyl See this n i z c 0 64 998 7998 HEAD GASKETS (STOCKING #70998) Sheet Ax O 65 999 7999 SILL GASKETS (STOCKING 670989) 82 Quanex Duraseal Spacer Materials 66 934A 61641M manJAMB ADAPTER Spacer 67 #12 01.000 SHEET METAL SCREW Cardinal )4_ Ed 70 712653A SETTIING BLOCK. 3/32' X 1/4.01' W/PSA • • • !83 REIENtE 1ST , BONoS:CTL-W1P7?8969 & 8970 .. - 71 7126715 SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA • • • • • • • • • 72 42224 64222 BEAD, 7/16" • • • • 73 988 6988 BEAD, 318" • 92 986 64986 BEAD, INTERIOR • • • • • • • • • • • • �I- 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD)%C-� '-- 94 GLAZING SILICONE, DOW 899, 993 OR EQUIVALENT h IV �Y 95 GLASS, 33/8" LAMI - 1/8' A .90 PVB, 116' HS • 1 96 GLASS, 3/8" LAMI-118' HS, .90 PVB, 3/18' HS • • • • • • • • • • 97 GLASS, 7/16" LAMI -118' A, .90 PVB, 3/16' HS • • • • • • • • 98 GLASS, 7/16" LAMI.3/16' HS, .90 PVB, 3/16" HS • • • • • • • • 102 110064 1411064 ACETAL SPACER .295 (MOUSE INJECTION MOULDED) f1 -EMS # 17-19, 28, 29, 5659, qi3,.69, 74-7II, e-9! & 001 AgE N j)T SED At AIjE IT PART OF THIS APPROVAL. A. LYNN MILLER, P.E. 103 OFF -THE SHELF DEAD BOLT LOCK • • • • • • • • • • • P.E.# 58705 ••• • •• • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • -1.750 y 1.750-- 1.750-�- 1.750 i I 1.620 PRODuG r REVISED e o.opyi♦g wib Ow FI.rH. twdi.ge.a. 050 -II A«w•Krrb [L1gY� 1.480�j arw•a FN .wr< re LA 1IY II k`C 1-*-- MrrwiPr it .250 WEATHER 4.726 4.726 4.726 4.726 - --.050 37 STRIP CHANNEL Li- 4.626 .062 3.000 6063-T5 Y In " a I- 8 4.000 .062 4.100 .062 4.100 .062 4.675 4.675 0.375 p U 4.100 1 U) - O46 o a. ,n FRAME, 2.125 i 0r i -'A W O o 0DOOR .125 1_.; a-• JAMB 6063-T6 J & 0DOOR 3O PANEL TOP &BOTTOM RAIL 31 6063-T5 DOOR PANEL SIDE RAIL 6063-T5 DOOR PANEL 44 INTERIOR 6063-T5 ASTRAGAL i 45 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 -..-1.578- - O HINGE 32 6063-T5 DOR & SIDE Sheet: S 7OF10 1.5 00 + �-I Imo -.525 --.-1 .890 3.655 3.111 I 1 R .1251 J n 44--...-1 I~.558 .050 .050 i s "s 0 I .750 .683 .683 i --.-I .172 U 1.400 I.550 I� 1 - I .0501 .050 Z O W .050--.-1t TRUSS CLAMP 3/8" GLAZING BEAD 7/16" GLAZING BEAD 7Z 3.000 .683 D ce w o 1 O FILLER HEAD ADAPTER 6063-T6 34 6063-T5 73 6063-T5 6063-T5 _r -.-11 1.092 h 8 8 W '• $ a ILL 3.100 -{ eQ 3.000 r BEAD 8W IG GLAZING SL JAMB %4 6063-T5 1.479 6Z 6063-T6 O ,N -® N N 1.272 >XFIX a jL 9 .504-H h- + (V �J QLL X� 830 W 360 E Ld i 050 5.459 5.212 .055 �f"�� . Q 6 a ' o .075 L 0 nz z • HEAD 6.085 OUTSWING THRESHOLD o OFRAME 13 CHANNEL COVER 6063-T6 .075 •• •••• • 4.586 • • • •• 6063-T6 } L • • • •• • • • • 2.980 r-- 2.750 --"--I 050 • •• • • • • • • 079 1 1.4189 .750 • • • • • • • . • • • 050 1 1.000 489 11 j -_ , -L IIT i __l_ [�L 3.0001. 3.100 I • ••• • 650-1 ••• • • .125 OUTSWING THRESHOLD • • • • • • SL JAMB 11 O SL HEADER �• SL SILL • • • • �(j� I ADAPTER ZZ TUBE MULL 6063-T6 6O 6063-T6 • • 61 :1106!-T • • • • • • • 6063-T6 6063-T5 • • • • • • • • • • • • • • • • A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • HEAD ZONE "C"" w z 0 m Q X JAMB ZONE "A" HEAD HEAD ZONE "D"ZONE "D"� JAMB ZONE "A" I SILL I T ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD ZOE E�ZONE „F,��ZONE 1 JAMB ZONE "B OXO ZONESILL I ZONE' F" I ZONE SEE TABLE 7., SHT. 9 NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 6"••• MIN. O.C. FOR CMU): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. • • JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. • • • ••• • • • • • • • • HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTER9ANDQO 7/8" MAX•O.C.• • • • • HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. • • • • •'"• • • • • • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER i0 THEUPPRO1h1a_ E14ELES Oy §ITEET Q.• JAMB ZONE "B" L._ ZONE LD" ZONED" SEE TABLE 4., SHT. 9 JAMB ZONE "A" HEAD ZONE "E"" O JAMB ZONE "A" HEAD HEAD ZONE "D""ZONE "E" l 7 ZONE L"E" ' ' ZONE "D" 1 SILL ZONE"E" ' SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD HEAD ZONE 'F"ZONE"F"-1-ZONE -{ HEAD HEAD HEAD ZONE "D"ZONE "F„--1-ZONE-I E" I XXO OR OXX JAMB 2 I SILL I__ SILL„I SILL ___I ONEH SEE TABLE 7., SHT. 9 m z 0 gm HEAD }-ZONE I JAMB ZONE "B" f Fr: I I SILL I SILL ZONE }—_,,, SILL I 7r1aI= "r” SILL I ZONE JAMB ZONE "B' • • • • • •"E• • ' T • aENeE•7, SHT. 9 t.. • • V:1M•PL F•AN€H(lRA1SE fOR A 71 3/4" x 83 3/4" 'XX' DOOR, • WITII 1W 33 314" P15; LITgS(SEE SOLUTION AT RIGHT) •• ••• •• • • • •• JAMB ZONE "B" = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; 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: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. * =ANCHOR LOCATION FOR EXAMPLE ABOVE PRODUC f REVISED u caaplyin wilt the Raid* Gaatiaa Pude Acaeptaace No IL -6125. E.pi.alra Dale ra IBI1� !�`D�IIArVPid:eiCaend"� rc S In z O H- w J w w .o 110 c = 1- U a 2 In w 1- J w 0 fn CC 0 0 0 U z w cc u- h LL • 20 a o_ IL O Aop fn -6z o SLL A. LYNNMILLER. P.E. P.E.# 58705 N03 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • TABLE 5.0 SIDE LITE TABLE 6. XO & OX TABLE 7. OXO, XXO, OXX APPROVED ANCHOR TYPES: TABLE 3. X DOORS TABLE 4. XX DOORS X DOOR OF XO & OX) 8 OXXO 1.1/4" ELCO TAPCONS PRODK I' REVISED +.` glYyw iOaeFl„py_ -- GLASS TYPES A, B, C, D, E GLASS TYPES A, B, C, D, E GLASS TYPES A, 8, C, D, E GLASS TYPES A, B, C, D, E GLASS TYPES A, B, C, D. E TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4" ELCO SS4 CRETE-FLEX ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR 8 SUBSTRATE 2,3, WOOD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONC & SUBSTRATE 2,3, WOOD 1,2, CONC MASONRY ANCHORS WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES 0- JAMB "B" O - HEAD/SILL "E" X -HEAD/SILL "D" X - JAMB "A" 0 - JAMB "B" 0 - HEAD/SILL "E" X - HEAD/SILL "0" X -JAMB "A" IO - JAMB"B" 0 - HEAD/SILL "E" X,XX - HEAD/SILL "F" 0- JAMB "B" IX,XX- HEAD/SILL "F" 3. #12 SCREWS (G5) 7C' - 25.50 > K - JAMB"A" j "Xr - 47.75 XX - JAMB "A" XX - HEAO/SILL 0(USE ALSO WI TABLE B.) XX - HEAU/SILL F jUSE W /TABLE 7.) AA • HEADBILL F (USE W / TABLE 7.) "O" - 10.75 0 - JAMB "B" 0 - HEAD/SILL "E" IO - HEAD/SILL "E" "X' - 25.50 "X"- 25.50 TO 37.50 U ii N N W U u NW TO 71.75 XX - JAMB "A" XX - HEAD/SILL "D"(UF ALSO W/ TABLE 6.1 TO 36.75 m TO 37.50 TO 37.50 TO - 77.75 TO 71.75 - 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE Rev. Date: R.Nelon: Drown By: J ROSOWSKI Rev. Dote: Revlalon: Drown Date: 04/04/12 Deacript1on: ANCHOR QUANTITY LOAD ZONE TABLES n8o ALUM. FRENCH DOOR & SIDE LITES, IMPACT Series/Model: Saabv. : Sheet: Drawing No. Re FD -101 NTS 9 OF 10 11005-1 F EXAMPLE ANCHORAGE WIDTH x HT. 5,, x S' x1 x a- T r x 3 S' i x a m x i- x 3 WIDTH x HT. W10111 5 HT. a 5, 0 SIDE LITE WIDTH x Hi. SIDE WE WIDTH x HT. 0 SOLUTION ON SHEET 8. -- 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 I. USE JAMB AritiVIt SROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WID 4 2 GS*E•JAMB ANdQUANTITIES IIOR FROM TABLE 3. AND SAME LINE HEAD FROM TABLE 4. FOR DOOR WIDTH r.. 10.75 x 79.75 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 ICJ W W W WI"' W !J Co CO 14, W N N N N N N N N N I AlI NUN IN IN IN l N I N IN IN IN IN IN USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 25.50 x 79.75 5 2 7 4 2 3 47.75 x 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 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 4 2 87.75 4 2 4 87.75 5 2 7 4 2 3 87.75 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 91.75 5 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 95.75 6 2 7 4 2 3 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 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 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 83.75 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 87.75 5 2 7 4 2 3 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 91.75 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 95.75 6 2 7 4 2 5 4 2 19.00 x 79.75 4 3 4 29.50 x 79.75 5 2 6 4 2 3 55.75 x79.75 5 4 7 4 2 3 19.00 x79.75 4 2 4 2 19.00 x 79.75 4 3 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 83.75 4 3 4 83.75 5 2 8 4 2 3 83.75 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 0 2 87.75 4 3 4 87.75 6 2 8 4 2 5 91.75 8 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 4 2 91.75 4 3 4 91.75 6 2 8 4 2 5 g© 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4 3 4 2 95.75 4 95.75 6 2 8 4 2 5 21.75 4 2 4 2 21.75 x 79.75 4 3 4 2 21.75 x 79.75 4 3 4 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 x79.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 83.75 g© 4 83.75 6 2 8 4 2 5 83.75 4 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 0© 6 5 8 4 3 5 91.75 5 2 4 2 91.74 5 3 4 2 91.75 5 3 4 91.75 6 2 8 4 2 5 91.75 ©© 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 Q 2 95.75 4 95.75 7 2 10 4 2 5 5 5 B 4 2 3 27.75 x79.75 5 2 4 2 27.75 x 79.75 5 3 0 2 27.75 x 79.75 ©© 4 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.75 63.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 4 2 83.75 5 3 4 83.75 6 3 8 4 3 5 ©© 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 4 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 4 3 91.75 6 3 4 91.75 7 3 10 4 3 5 91.75 95.75 7 6 10 4 3 5 95.75 6 2 4 2 9575 6 3 4 3 95.75 6 3 4 95.75 7 3 10 4 3 5 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 4 3 36.13 x 79.75 6 4 4 35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.75 83.75 6 5 8 4 3 5 83.75 6 3 4, %.75 • 4 Q 3 83.75 6 4 4 83.75 6 3 8 4 3 5 •3 •• • • 87.75 6 5 8 4 3 5 87.75 7 3 : 3 •• 841.7 7 f 134087.75 7 5 4 ., .. 87.75 6 3 8 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4! 3 •• • 917 7; a 91.75 7 5 4 91.75 7 3 10 4 3 5 •3 • 95.75 7 6 10 4 3 5 95.75 7 3 4• 5.7 7,S a 3 95.75 7 5 4 95.75 7 3 10 4 3 5 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 • • 36.75 x 79.75 6 4 Q 3 36.75 x 79.75 6 4 4 0---1.--- 37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 � G{. 83.75 6 5 9 4 3( 5 83.75 6 3 4 3 83.7 6 4 4 3 83.75 6 4 4 T 1 �(L 83.75 83.75 6 3 8 4 3 5 b �� ('O 87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 3 4* •3* • 8Z.7 Z 05 LI 3 87.75 7 5 4 7 6 10 4 3 5 91.75 7 3 1:1.7 7 45 d` 91.75 7 5 4 91.75 7 3 10 4 3 5 91.75 i i • 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3. 4 7 • .95.7 7 5 A. 95.75 7 5 4 mr • • • • 6 • • • •s• • •• • A LYNN MILLER. PE••• P.E.* 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 afir MIN. DIP •f -MIP 1/4" MAX. 11 wooSDHIM Li=1- MI TYPE 2 OR 3, ANCHOR NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. MIN E.ET."1 1X WOOD BUCK, NOTE 2 WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 E)CT. 1X WOOD BUCK NOTE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4' MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4" TYPE 1 OR 2 (CMU) DOOR HEAD (CONC) 1/4" MAX. SHIM IIIMI11111111111111.1111/11. , .• 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 EXT. 1 3/8" MIN. 1/- 4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1 3/4" M• IN. E.D. •:'1 3/4" MIN. E.D. 1/4" MAX. SHIM 2X WOOD EXT. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. BUCK, NOTE 2 SIDE LITE JAMB (WOOD) 1 3/8" MIN. DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 3/8" MIN. L.- 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 1/4" MAX. EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 " z mIN. 13.4 KSI MIN. CONC. t DOOR SILL (CONC) CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" TYPE 1 1 3/4" TYPE 2 SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4" MAX. SHIM 13/4 z MIN. E.D. 11 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. - 1 3/4" MIN. E.D. 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3/8" TYPE 1 3.4 KSI MtN 1 3/4" TYPE 2 CONC. SIDE LITE SILL (CONC) 1 3/4" MIN. E.D. NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY R() 1/1."IrAPCION: EMIII@DDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCR6TEDgE tip 11/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (IIVE 24/.• • • • • ••• • 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTICiNiPC IF411401:1- IgilbltrAtisk) D:RerTleY,115 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 MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUIVInt, AND TRA4S1tenSHEAR tOAD PO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SU:El:RITE, OoR ASoARPRo4VED BY :HC,A141-4RITY HAVING JURISDICTION. • • • • • • • • • • • • • • • • • • • • • • • • PRODUC REVISED As amplyilig wilt He Solids twirling Cod* AcreptuNe NO 16-0 121 • t Expfneing DAN De -T VT24/ Ask *I 11.,* Condral 0 . 00 a• 0 g A —) st 0 a A 1 8 a 0 00 w 1— w In ces re 0 0 0 z w u_ IL y - us ▪ 0 z 0 Y-• 0 u_ • 0 0 z (7) i▪ 6 q0 0.0 z CERT. OF AUTH. #29295 A. LYNN MILLER P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MIAMI-DADE COUNTY 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 herein, and has been designed to comply with the FloridrBailding MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/cconomv Code, including the High Velocity Hurricane Zone.- •••• •• • •••• DESCRIPTION: Series "CA -740" Outswing Aluminum Casement Window - L. �, . • . . ••• • APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Wirideva Details -.LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, preflt1•by mirxtfaeturer, • • signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County PrSaMt Control Rtvision stamp with the Notice of Acceptance number and expiration date by the Miami—not Comity Product Control Section. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ••• •• •• LABELING: Each unit shall bear a permanent label with the manufacturer's Arne.8; Iogo,• city, state, • model/series, and following statement: "Miami -Dade County Product Control Approved''' unless'8tJ erwise • • noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 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. .•• • • • • MIAMI-DADE COUNTY 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 L;h rpory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-89701 . dated • 11116/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idarmis Ortegal P:E. . . • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . • • • 2) Uniform Static Air Pressure Test, Loading pernr, TAS 202 94 3) Water Resistance Test, per FBC, TAS 202-94 . •• . ; • . . • 4) Large Missile Impact Test per FBC, TAS 201.-sA... ... . • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2.04 • • 6) Forced Entry Test, per FBC 2411.3.2.1, and INS 2p2-94 • along with marked -up drawings and installation diagram of a series (A740 ovtsi3iing aluminum casement window, prepared by Fenestration Testing Laber$tory, ki. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinsotf,.P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/16/15, prepared by manufacturer, signed and sealed by 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). Manuel P.E. Product Contro Exa iner NOA No. 1 629.21 Expiration Date: April 11, 2018 Approval Date: August 11, 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. 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 Ishaq Chanda, P.E. , • • . •• • • • • • .. G. OTHERS • 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industries fpi Sezigs e CA - 740" Outswing Aluminum Casement Window - L.M.I." approved on.Q7/1645•4d expiring on 04/11/18.• •• •• •• . .. .. .. .. . . . •• • . • . . .. • • . • . • . • • • • • • ... . • • Manuel PerezProduct Control Ex. NOA No. 16- i . 29 1 Expiration Date: April 11, 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) 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, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-12' 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 1-12' 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. 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 E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WI NDLOADS 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-7065, 3579. 3580, 3724: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA, ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE t Glass Types Sheet # 1 5/16" Lami (1/8 An -.090" PVB - 1/8 An) 5 2 7/16" Laml (3/16 An - .090" SG - 3/16 An) 6 3 7/16" Lami (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 5 718"Lami. IG(1/8"T-7/18" Air -1/8"An- .090" PVB - 1/8" An) 8 6 7/8" Lami. IG (3/16" An - 1/4" Air- 3/16" An - .090" SG - 3/16" An) 9 7 7/8" Lami. IG (3/16" An - 1/4" Air - 3/16' HS - .090" SG - 3/16" HS) 7 8 7/8"Lami.IG(N16"T-1/4"Air -3/16" An-.090"SG-3/16" An) 9 9 7/8" Lami. IG (3/16' T -1/4' Air - 3/16" HS - .090' SG - 3/16' HS) 7 'PVB, BUTACITE• PVB BY KURARAY AMERICA, INC. SW= SENTRYGLAS® BY KURARAY AMERICA INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4" MAX. —� 37" WIDTH 25.476' MAX. O.C. IF WIDTH IS UNDER 33.476' (HEAD & SILL ,— - B, SEE SHEET 2 \ I ;- A 69" VIS BLE LIGHT HEIGHT (DLO) 1 _ " MAX. A, SEE O.C. SHEET 2 I T / I - 4' MAX. J r� 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW 6' MAX. O.C. 5/18- LAMINATED GLASS STACK IB'ANNEALED GLASS u0 [r EXTERIOR 4 il1L .090" BUTACITE•PVB BY KURARAY AMERICA. INC. 1/1L' ANNEALED GLASS 11/16" GLASS BITE GLASS TYPE 1 7/8" NOM GLASS STACK 0 USE ANCHOR 7118'AIRSPAC PAIR AT EACH 1/9• ANNEALED OR JAMB IF TEMPERED GLASS HEIGHT IS 0 26" OR OVER EXTERIOR 76" <:1 ' ;•=• 'i 1 HEIGHT ©0 4-12" MAX. O.C. IF WIDTH IS 33.476" & OVER (HEAD & SILL) STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISI-S100-07/S2-2010 1`111,11111,/,„ •1 i p�1 • 4-'• :-,,SILL.' 7 M .,-,. • • • •a • 1• pi • •NOsWOOS • • - • ••2 •i• : •} } •• ••> • S 3 - (((iii/GGG, B 4 =71• ti 6 4 SOT \ 40` •... 1 • :SFS' •!�145FRI�►•'..�.".. +~ • • 11 • '''.1°1r - y. `'.` A.1 • •- •• • . 1, 1161,,•` •• • • • • ....,......LER. P.E• • P.E.# 58705 GENERAL NOTES ELEVATION GLAZING DETAILS . INSTALLATION ASSEMBLY TUBE DETAIL ANCHOR SPECIFICATION ANCHOR QUANTITIES DESIGN PRESSURES ASSEMBLY DETAILS/BOM EXTRUSIONS/SPACER 5116' LAMINATED GLASS STACK lir ANNEALED GLASS .OW'BUTACRE•PVB 1/4'AIRSPACE rli HEATSTRENGTHENED GLASS BY KURARAV3/16"ANNEALED09P SG•BY KUtARAY AMERICA, INC.GLASSAMERICA,INC1/8" ANNEALEDQ3118' ANNEALED OR GLASS HEATSTRENGTHENED GLASS 4 a11/16" GLASS BITE ®'I' 11/18' GLASS BITE 0 7/18- LAMINATED GLASS STACK ANNEALED OR I, G1HFJ`IL3J 0 GLASS 7/18 HEAT -STRENGTHENED EXTERIOR 7/8" NOM GLASS STACK .0913' SG•BY Kl9RARAY AMERICA. INC. 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS 11/16' GLASS BITE GLASS TYPES 2 & 3 7/10. LAMINATED GLASS STACK 3/18" ANNEALED OR GLASS TYPES 4 & 5 I/4' AIRSPACE 3/16- TEMPERED GLASS TYPES 6 & 7 h" --Mir LAMINATED GLASS STACK 3/16' ANNEALED OR HEAT -STRENGTHENED GLASS .090" SO 8Y Kl1R/LRAY AMERICA. INC. 3/16- ANNEALED OR HEAT -STRENGTHENED GLASS GLASS TYPES 8 & 9 Revised By: Dote: Revision B: JR 05/05/16 WITH ADDED SHEETSPACERS. 11 Revised By: Dote: Revision A. PRODUCT REVISED as complying with the Florida Badding Cade AocsLMmoe 190 o -o 21 ,:t•ti6•DMe l�) ?A18 By Mi•tmi s: Pnokast • 1070 TECHNOLOGY DRIVE • N. VENICE, FL 34275 • P.C. BOX 1529 • • NOKOMIS, FL 34274 • CERT. OF AUTH. IJ29296 GLAZING DETAILS J ROSOWSKI Title: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Stole: Sheet: Drawing No. Rev: CA -740 NTS 1 OF 11 MD-CA740-LM B • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EXTERIOR EDGE DISTANCE WINDOW HEIGHT EDGE DISTANCE EMBEDMENT ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB VISIBLE LIGHT HEIGHT (DLO) JAMB HARD- WARE ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 3. SHEET 4. CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY BUCK HEIGHT ATTACHED TO FRAME JAMB 1/4' MAX SHIM ATTACHED TO VENT SILL O ®© SWIMS RAMIE EDGE DISTANCE EMBEDMENT BUCK WIDTH 00 CD �CV 00 BELS OPERATOR ARM TO VENT SILL ATTACHED TO FRAME SILL INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL 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. SIBLE LIGHT WIDTH (DLO) OPTIONAL ADDON FLANGE (g HEAD, SILL & JAMBS FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. SEE DETAIL , A1, BELOW 2) ALL WOOD BUCKS LESS THAN 1-12" 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 (\MIEN 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'. 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM EMBEDMENT INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. VERTICAL SECTION B -B <;a WINDOW WIDTH HORIZONTAL SECTION A -A 1' 10^ MAX L_ -r- SEE DETAIL A2, BELOW NOTES: 1) WHEN INSTALLING COMBINATION UNITS. ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: #12 STEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR EGRESS FORMULAS: WIDTH. WASH HINGE: WINDOW WIDTH - 13-1/2 WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 HEIGHT: WINDOW HEIGHT - 6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH -7 HEIGHT: WINDOW HEIGHT - 7 Additional Anchors Required on each Side older Frame Assembly Tub (FAT) H Window Ichor Type LL WWth A El, C B D -13 17'-22.Y 0 0 1 23'-25.r 0 1 28'+ 1 1 - Window Ichor Type LL Height A B, C B D Iit -zzr 0 a 23'.25.Y 0 1 26'. 1 1 •• ••• •, •. • • • • • .•"• • • -• •' • • • a•• • • • • • • • : • • .. •• ••• •• -• • • •• • • • • op • ••• • • • • • . •• • ••• - .• 4,114 • • • ••..':•..:.'• • • • • , ... •.. • • • • • • ; • .1 •. •• • •• • ••:.• • ••• • • • T. LYNt1MLIER Pe • P.E.# 58705 Revised By: Dote: Revision 9: Revised By: Dote: Revision k PRODUCT REVISED complying with the Ala Seil:eg Code I�c'GY029.�.1 Acceptance No Eapi , Dare ^•..'SI QDIg Miami r• . Pro4e 1 . . • 1070 TECHNOLOGY DRIVE ▪ N. VENICE, FL 34275 • • P.O. BOX 1529 • • NOKOMIS, FL 34274 CROSS SECTIONS & INSTALLATION Drown By: J ROSOWSKI T»le: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/08/12 • CERT. OF AUTH. #29296 Series/Model: CA -740 Scole: Sheet: NTS 2 OF 11 [rowing No. MD-CA740-LM Rev: B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 0040 • • • 000 • • CASEMENT (X) WINDOW HEIGHT L WINDOW WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW 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 -TIP. 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) �-I F.- 10'. SEE NOTE 7, THIS SHEET FIGURE 1: —I- / C C \ \ A / 740 740 SERIES ASSEMBLYFE SERIES CASEMENTCASEMENT WINDOW TUBE WINDOW 10', SEE NOTE 7, THIS SHEET MIN. # 12 X1" SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT EXTERIOR WINDOW LJL 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE HORIZONTAL SECTION C -C AWNING / CASEMENT / FIXED CASEMENT (XXO) MIN. #12X 1' SMS THROUGH INSTALLATION HOLES FIGURE 2: A/ Q 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 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW 740 SERIES CASEMENT WINDOW EXTERIOR a FRAME ASSEMBLY TUBE MIN. # 12X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D VERTICAL SECTION E -E •• ••• • • • 1) DETERMINE EACH INDMOUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SBE FIGURES 1•1 2.7HI1•SHEIET.67ET€RM:JE ipLIZANCHOR GROUP FROM TABLE 3, SHEET 4. • • •• • • • • • 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • • • • • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSLIt (PSM kit WINLSWS AtrACHZD to I9PT1CAL FRAME ASSEMBLY TUBE' OR "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED 7O A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE I5 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 UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. • ••• • •••• • 4) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED" (TABLE 2. SHUT 4),:ETERMINE THE NUMBER OF ANCHORS IIIEEIAED IN THE HEAD, SILL AND JAMBS OF • • • • • • • YOUR WINDOW. • • • • • • • • • • • 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDIyfiNgit AN ORS Tutqpgri A itiNDOW FRAME 11�01RIE 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 Tl.(SEE DIfAILS ON THIS SHEET). PRODUCT REVISED as complying with Or Florida Seildmg Code t(-c(0,2sal Aaayteoce No E , 'mine Date 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 740SERIES 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 NOA 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW. A5 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 INA 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE 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 INSTALLED THROUGH THE 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 Ibbs (FAT) r n Widow Width Anchor Type A B, C 6 D Si 1T-22.9" 0 0 23' - 25.r' 0 1 26'+ 1 1 HwlzofRW FAT Window Anchor Type Helie A B, 0 & 0 1T-22.9' 0 0 23' - 25.9 0 1 26m1 1 rc c. N O 6 co o O 0 mO 2 CO 0tS 2 J J ❑ 0 0 z_ 1--' z W 2 W Tn U 2 J O 4 < i t --r o 2 LL 0 nZ O 4,< SU A. LYNN MILLER, P.E. P.E.# 58705 CERT. OF AUTH. 129296 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: Window Anchors Required Anchor Window Width (n) under 23' 25-1518" 27-3/4' 30' 33-1? 35' 37' Anchor Group Anchor Gronap Anchor Group Anchor Group Anchor Group An hor Group Anchor Group A 8 C&D A B C&D A 8 C&D A B C&D A B C&D A B C&D A 8 C&D l' F4 oder 23• Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/SNI 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 25-1v18• Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/S• 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 38-y8' J9nnb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Hssd/S18 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 6 4 4 8 4 4 6 4 4 6 4 4 8 4 6 6 4 Heed/Sill 2 2 2 2 2 2 2 2 2 2 3. 2 3 3 2 3 3 3 3 4 3 tea, Jamb 4 8 4 4 8 4 4 8 4 4 8 4 8 6 4 6 8 4 6 6 4 Head/SNI 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 �• Jamb 6 8 4 6 6 4 6 8 4 6 8 4 6 8 4 6 8 4 a 8 4 Heed/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 63" Jamb 8 8 a 8 8 6 6 8 8 8 8 6 6 8 6 6 8 6 8 8 6 4e841518 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 77 Jamb 6 8 6 6 8 6 8 8 6 8 10 8 8 10 6 8 10 6 8 10 6 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 T3' Jamb 6 6 6 6 8 6 8 10 6 8 10 8 8 10 6 8 10 8 8 10 8 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jamb 8 8 8 8 10 8 8 10 6 8 10 8 8 10 6 Head/SII 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 ...___ Group Anchor Substrate Min. Edge Distance MM. O.C. Distance Min. Embedment Anchor Plate Required? A 1/4" steel Utlracon Holow Block 1" 6' 1-1/4" No #14, steel SMS (G5) or#14,410 SS SMS S. Pine 5/6" 1" 1-3/8" No 6063-15 Alum. 3/8" 5/8' .050' No A38 Steel 318" 518" .050' No A653 Stud, Gr. 33 3/8" 5/8" .035", 20 Ga. No 8 #12, steel SMS (G5) or #12, 410 S5 SMS S. Pine 5/8" 1" 1-3/8" No 6063-15 Alum. 3/8" 5/8" .050" No A36 Steel 3/8" 5/8" .050" No A653 Stud, Gr. 33 3/8• 5/8" .035', 20 Ga. No C 1/4' steel Ukracon 2.85k Concrete 2-1/2' 4" 1-3/8' No 2.85k Concrete 1" 4' 1-3/4' No Hollow Block 2-1/2" 5' 1-1/4" No #12, steel SMS (G5) or #12. 410 SS SMS S. Pine 5/8" 1" 1.3/8• Yes 806375 Alum. 3/8" 5/8" .0713' Yes A38 Steel 3/8" 5/8" .050' Yes A653 Stud, Gr. 33 3/8' 5/8" .045', 18 Ga. Yes D #14, steel SMS (G5) or #14, 410 SS SMS S. Pine 5/8" 1' 1-3/8' Yes 606375 Alum. 3/8' 5/8' .0713' Yes A36 Steel 3/8' 5/8" .050' Yes A653 Stud, Gr. 33 3/6" 5/8' .045, 18 Ga. Yes 2.85k Concrete 1" 4' 1.3/4" Yes 2'85K Concrete 2-1/2" 4' 13/6' Yes 1/4' steel Ultracon Hollow Block 2-1/2" 5" 1-1/4' Yes Filed Block 2-1/7 4" 1-3/4" Yes 1/4' 410 SS CreteFlex 3.35k Concrete 1" 5' 1-3/4" No Hollow Block 2-1/2' 5" 1-1/4' No 5/16" steel Ultracon 3.5k Concrete 1-1/4" 5' 1-3/4' No Hollow Block 3-1/8" 5" 1-1/4" No Filed Block 2-1/7 5" 1-3/4' No NOTES 1) ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations Glass Type: PVB (Types 1, 4 & 5) SG (Types 2, 3 & 6-9) D I 63" and less None Required 17 max. from end & 30' max O.C. oyer 63' 12" max. from each end & 30" max O.C. 12" max. from each end & 30" max O.C. •PVS". BUTACITEttryB BY KURARAY AMERICA, INC. SG" SENTRYGLAS'EY KU RARAY AMERICA INC. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 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; 7/16" ANNEALED SG LAMI. GLASS, 1/4" 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 +701-90. 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. D) 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 NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701-83.1. B) FOR THE JAMB, FILM TABLE 3 4KIC1OgTY RAND SUBSTRATE DESIRED AND DOES NOT Ri JIRjTHHi PHI . • •• • • • • ••• • C) FROM TABLE 2B, 5 ANCHORS INCE REQIRRED IN OACMJANB. • •• ••• •• • • • •• 0) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. • ••• • ••• • • F) PER RULES ON SLEET 2111NSTALL 1 ADOIT1ONALNNCHOR.ON jHEFRAJE ASSEMBLY TUBE SII% OF 1 1E FIXED CASDMEN' HEAD & S•L). • ♦ • • • • • • • •• • • • • • • • • • • • ••• • ••• • •• • PRODUCT REVISED m complying with the Fib Building Code 16„o67A•21 Aocepuece No "ret Due #.7i1b11111 ,f1$ By SAMPLE CONFIGURATIONS: O O O 0 ;X'•, SOS O x,11' �S x f 0 r 4" 10' 4" 1 Ill q"h.- 6 • ` 61• / _ / _ ��- 13.25" 20' + 20" -1 48' 8 (V o O O m 2 J O zV thea LL 0 Z A. LYNN MILLER, P.6. P.E.# 58705 1- U CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 13.25" 20' + 20" -1 48' 8 (V o O O m 2 J O zV thea LL 0 Z A. LYNN MILLER, P.6. P.E.# 58705 1- U CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 9 14 1116 - 1001 trit.iLL - `-under 4. Design Pressure (peg br Single Windows, Al Anchor Groups Widow Width 23' 25.15/18" 27-3/4" 30" 33-1/2" 35" 37T 30' under 23' +70/-90 +70/40 +70/-90 +70/-90 *70/.90 + 40 +70/-90 6' +70/40 +70/.90 +70/-90 +70/-90 +70/-90 +70/-90 +70/-90 38-3/. +70/40 +70/-90 +701.80 +701.90 +701-90 701-9� +70/-90 g F g A +701.90 +70/-90 +70/-90 +70/-90 +701-90 + +701-91 � �,.j� ,�'+.: +70/-60 +70/-90 +70/-90 +70/.90 +701-90 +70/-90 +701-90 80• +7x-90 +70/-90 +70/.90 +70/-88.5 +70/40.6 +70/-77.7 + , - .3 63' +701-90 +70/-90 +70/-90 +70/-04.3 *70/-76.5 +70/-73.7 +70/-70.1 72" +70/40 +70/-87.2 +70/-77.7 +80/-71.5 +60/- 624 +60/- 60.9 *1.5.9.3 76" +70/-90 +70/-84.8 +701-75.7 +/67.3 +/- 58.9 +l- 57.2 +1- 55.6 84• +701-90 +70/-80.4 +70/-71.3 +80/.82.1 +1- 54.2 +701-90 +7D-90 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16' AIR - 1/8" AN - .090' PVB - 1/8" AN) •PVB". BUTACrTE 'VB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED .s complying wilt the Florida Betiding Code.. • .�.'Zi A,saptprce No ^^ Exeric piro Date • 7� lOI 1 By /f/ �, Mt • . Pio •),-7111 TABLE 6: Design Pnssure (ps) 0/r Windows Attached toe Vertical Frame Assembly Tube FRAME ASSEMBLY SEMBLY TUBE Window Width Window Width 25-15/16" 27-3/4" 30' wider 23" 25.75176• 273/4" 30' 33-1/2" 36" 37" Anchor Anchor Group Anchor Groi. Anchor Group Anchor Group Anchor Group Mchor Group Mchor Group AnCha Group Mchor Group • A Mchor B Group C D A B C & D 0 AC&D 6 AC&D A B C&D B A,C&D B A,C&0 5 g 1 under 23' +70/-90 +70/-90 +70'-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +70160 +701-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 25-15/16" +70/-90 +70/-90 +70-90 +70/-90 +70/40 +701-90 +70/-90 +70/-90 +70/-90 +70190 +70/-90 +701-90 +70/30 *70/-90 .70/-90 +70/-90 +701-90 .701-90 383/8" +701-90 +700-77.6 +70/-90 +70/-90 +701.81 +70/-90+70/-90 0+701-90 +701-90 +7D-90 +70/-90 +70/-90 +701-90 +70/3 0 +701 -90 *701-90 +701-90 +70/-90 +701-90 48" +70/-73.1 +/57.3 +70/-90 +7W-90 +1-84.8 .701-90 +70/-90 +70/-90 +70-90 +70197.8 +70/-90 +70/-90 +701-78.6 +70/-90 +701-90 +70/-90 .70198.9 +70/-90 50516" +/59.3 +154.3 +70/-90 .70/-90 +1-61.4 +70-90 +701-90 +70/-90 +701-90 .70/-832 +70/-90 +70/-90 +701-746 +70/-90 •701.89.2 +70/-90 +70/14.3 +701-89.2 00' +1-58.5 +1.456 +70164.7 +701-90 +1-57.8 +70/-81.2 +701-90 +701-75.9 +70/-90 +701-70.2 +701-88.5 *701-80.3 +1629 +70/-80.6 +701-75.2 +701-77.7 +70/-71.2 +70/-74.3 ea- +/-55.7 +1-436 +70/60.7 +70/-89.5 +/0/9.3 +70/-77.3 •70/-90 +701-72.3 +70/-90 +1669 +70,64.3 +70/-76.5 +159.9 +70/-76.5 +70/-71.6 +70/-73.7 */67.6 +70/-701 TABLE 1: Desbn Pressure (peg 0/r Windows Attached to a Horizontal Frame Assembly Tube FRAME ASSEMBLY SEMBLY TUBE Window Width undsr23" 25-15/16" 27-3/4" 30' 33-1/2 35" 3T Anchor Anchor Anchor Anchor Anchor Group Anchor Groi. Anchor Group Group Group Group Group • • All All AI Al B A,C&D A B C&D A B C&D u Z g under 23' *701-90 +70/80 +70/-90 +70/-90 +70/62.1 +701.90 *701-90 +70/-78.5 +701-90 +701-90 .701-74.3 +701-90 25.15/16' +70/.90 +70/-90 +70/40 +70/40 +70/40 +70/.80 +70/68.8 +70/-90 +70-90 *701-84 .70180 +701-90 38-318' +70/30 +70/40 +70140 +70/40 +70/-90 +70/40 +7W - E0 +70/40 +70/40 *j11,90 • • 170/-liP • 'ny7@g 48" +70/40 +70/40 +70/40 +701-90 +70/40 +70140 +70/80 +70/-90 +70/-90 0+701-90 4801-10 • +7/409 505/8" +70/40 +70/40 +70/40 +70140 +70/-90 +70/40 +70/.90 +70/-90 +70/-90 tip/ -89.2 .40/42.' j+7189: 60' +70/40 +70/40 +70/40 +70/48.5 +70/40.6 +70/40.8 *70/-77.7 +70/-77.7 +701-77.7 70114.3 +110/-70.3 a +7•-7441 • 83" +70/40 +70/40 +70/40 +70/44.3 *701-76.5 +70/-76.5 +70/-73.7 +70/-73.7 +70-73.7 + J/-70.1• •+7(1-70.* .701-0/.1 72" +701-90 +7(/47.2 +70/-77.7 +701-71.5 +60/62.4 +60142.4 +60/40.9 +80/60.9 +80/40.9 +1-59.3 */59.3 +/59.3 78" +70.90 +70/44.6 +70/-75.7 */-67.3 +158.9 +/58.9 +1-57.2 +1-57.2 ./57.2 +1-55.8 +/55.8 +155.8 84" +70/-90 *70/40.4 +70/-71.3 +60/621 */-54.2 +/-54.2 • • • • 7 • • • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • •• ••• • • • • • • S SHEE1% 1 & 4 FOR WINDOW ANCHOR • L TICSS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. WINDOW FRAME ASSEMBLY SEMBLY TUBE 1 10" MAX. ADDITIONAL ANCHOR (4), IF REQ • • I WINDOW I • • WIDTH t-- • • • • • • • • • • • •• • • • • • • • • ••• • •• • 10• MAX -H h f WINDOW HEIGHT L FRAME ASSEMBLY TUBE _ I WINDOW ADDITIONAL WIDTH ADDITIONAL (4). IF REG. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. N 90 6 OD Z, 0 00 o � A. LYNN MILLER, P.E. P.E.e58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • WINDOW HEIGHT _� WINDOW - W IDTH 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) "SG". SENTRYGLAS5BY KURARAY AMERICA INC. PRODUCT REVISEDithth.FIRIi Bwoin8 Code , .042q.21 TABLE 9: - FRAME ASSEMBLY TUBE Design Pressure (pen br Single Windows, AA Anchor Groups Window Width under 23" 25.15/18' 27-3/4" 30" 33-1/2" 35' 37' ir i60" g under 23" +90/-130 *901-130 +901-130 +901.130 +901-130 +901-130 +901-130 25-15/16' +90/-130 +901-130 +901-130 +901.130 +90/-130 +901-130 +901-130 383/8" +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 48" +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 5/ " +90/-130 +901-130 +90/-130 +90/-130 +901-130 +91Y-130 +901-130 +701-90 +901-130 +90/-130 +901-130 +901-130 +901-130 +93-130 +901-130 63' +901-130 +901-130 +90'-130 +901-130 +901-130 +90-130 +901-129.13 72" +901.130 +90/-130 +901-130 +90/-130 +901-129.1 +90-122.5 +901.113.8 76" +90/-130 +991-130 .90-130 .90/-130 +90/-124.1 +901-116.7 +90/-107.8 84" +90/-130 +90/-130 +90/-130 +90/-130 +901-118.4 +70/-90 +70-71.6 WINDOW HEIGHT _� WINDOW - W IDTH 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) "SG". SENTRYGLAS5BY KURARAY AMERICA INC. PRODUCT REVISEDithth.FIRIi Bwoin8 Code , .042q.21 TABLE 9: Design Pressure (psi) to Widows Attached to a Vertical Frame Assemtly Tube FRAME ASSEMBLY TUBE Window Width Window W iiSh 2515116" 273/4' 30" under 23" 25-15116' 27-3/4" 30' 33-1/2 35' 37" Andhor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All A Anchor B Grail C D A 8 C&D B AC&D A 8 C&D A 8 C&D 8 AC&D A 8 CAD n g 2 under 23" +701-90 +791-90 .70/-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70-90 +701-90 +701-90 +70/-90 +791-90 +701-90 +701-90 +70/-90 .791-90 +701-90 +70/-90 .701-90 2515/18" +701-90 +701-90 .70/-90 +701-90 *70-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +70-90 +70/-90 +701-90 +701-90 +701-90 .701-90 +70/-90 +70/-90 +70/-90 .70/40 383/8" +70/-90 +70-71.6 +701-90 +701-90 +70-81 +7053 +711-90 +701-90 *791-90 .701-90 .701-90 .701.90 +70.90 +701-90 .701-93 +70/.90 +701.90 .701.90 +701-90 .701.90 48" +701-73.1 +/.57.3 +791-90 +791-90 ./.84.8 +701-90 .70-90 +701-90 +70-90 +791-90 *791.87.8 +791-90 +701-90 +701.90 +70-90 +701-90 +701-90 +70/-90 +70.88.9 .791-90 50-5/8" +1.89.3 +/54.3 +701-90 +70-90 +/81.4 +70/-90 +701-90 .70/-90 +70-90 +701-90 .70183.2 +791-90 +701-90 +70-90 +70-90 +70/.89.2 .701-90 *791-90 +70184.3 +701.90 60" +/58.5 ./-45.8 +701.847 .791-90 +1-51.8 +701-81.2 .791-90 +70-75.9 .70-90 +70189.8 +791-70.2 .701-90 +7a80.3 +70-78.6 *791-90 .70/-752 .701-90 +701-90 .701-71.2 .70/-90 63" .l55.7 ./-43.6 +701.80.7 +70.89.5 ,/.49.3 +70-77.3 +70/-90 +70-72.3 +70-90 +70/85.3 +1.88.9 +701-90 •701-78.5 +701-749 +791-90 +701-71.8 .791-90 +70/86.5 .1-67.8 .70/-90 I ROLE iv. Design Pressure (gel) la Windows Attached to a Horizontal Frame Assembly Tube FRAME ASSEMBLY TUBE Window Width under 23" 2515116" 273/4' 30" 33-1/2 35" 37" Anchor Group Anchor Group Andhor Group Anchor Group Anchor Group Anchor Group Mcror Group Anchor Group I WINDOW Al All All All B AC&D A B C&0 A 8 C & D 0 I F60' g under 23" .70-90 .701-90 .70/-90 *70-90 +70/821 +70-90 +70-90 +70-78.5 +70150 +701-90 +70/-74.3 +70-90 25-15/18" +70.90 +701-90 +79-90 +70/-90 .70-90 .70/.90 .79188.8 .791.90 +70/-90 .79/84 .70/-90 .70/-90 38-3/8" +70-90 •791-90 +701-90 +701-90 +791-90 +70-90 +70.90 .791-90 +701-90 70/-90 .701-90 a +70/-90 48" +701-90 •791-90 +7W-90 +701-90 «701-90 +7(V-90 +70-90 +70/-90 +701-90 • M-90• 27000 i +kr92 505/8" .791-90 •701-90 +701-90 +70-90 +701.90 .70-90 +70/.90 .70/-90 .70/-90 • .791-90 •70/.94 1 •i0 -9S +70/-90 +701-90 *791-90 +70/-90 .70-90 +70-90 •791-90 .791-90 +70/-90 778(-90 l' 17000 ; 401 83" .791-90 +791-90 +701-90 +701-90 +70190 +70-90 +70-90 +70/-90 .791-90 • •70/-90• a •791-90 a +70x90 72" +70-90 .791-90 .70/-90 +70/-90 .701-90 «70.90 +70-90 +791-90 +701-90 +791-90 *791-90 +791-90 78' +70-90 +7040 .701-90 +70-90 +70/-90 .70.90 +791-90 +70/-90 +70/-90 +791-90 +701-90 +70-90 84' +70-90 .701-90 +701-90 .70/-90 .70/.90 +7U-90 • _ _ _ • • • _ NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • %LE SHEETS 1 & 4 FOR WINDOW ANCHOR • L&ATIONS AND QUANTITIES. SEE SHEET • 3 !ORTIQY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. WNOOW HEIGHT FRAME ASSEMBLY TUBE 10" MAX. I ADDITIONAL ANCHOR (4), IF REQ. •~1 • I WINDOW • • WIDTH tF' • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• •• •• •• ••• • ••• • • •• • 10" MAX -� h WINDOW HEIGHT L WNOOW I - ADDITIONAL WIDTH r-- ANCHOR (4), IF REO. FRAME ASSEMBLY TUBE SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 0 0 0 0 m 0 2 to J J_ Q w 0 0 0 Z_ H Z w W Q U LL 0 to Z O o0/ SU A. LYNN MILLER. PE P.E.# 58705 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • 012 24 • FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16' T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) "SG"= SENTRYGLAOBY KURARAY AMERICA, INC. T - WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as cemp)ymg with tla Florida Acceptance !(o-D6?A.2! E ..'ratios Dale TABLE 12: - WINDOW HEIGHT 1i_ Design Pressure (pat) Syr Single Windows, MI Anchor Groups Window Width under 23" 25.15/16' 27-3/4" 30" 33.1/2' 35' 37' 35" under 23" .901-130 .901-130 +90/-130 +90/-130 +90/-130 +93/-130 +93/.130 3-•, g 25-15/18" +90-130 +9W-130 +901-130 *95/.130 +901-130 +95/-130 +95/-130 38-3/8 .95/-130 +90/-130 +95/-130 +901-130 +90/-130 .90/-130 *95/-130 48" .95/-130 +95/-130 +95/-130 +90/-130 .90-130 .95/.130 .901-130 50-5/8- +90.130 +90/-130 +90/-130 +901.130 .93/-130 +901-130 .901-130 60" +95/-130 +95/-130 .90/-130 +901-130 +90/-130 .90/-130 +95/.130 63' +90/-130 +93/-130 .93/-130 +90/-130 .93/-130 +90/-130 +90-130 72" +90-130 +91Y-130 +93/-130 *95-130 .93/-130 +90/-130 +90-130 76" +90/-130 +90-130 +60/-130 +901-130 +90-130 +90-130 +90/-130 84' +93/-130 +90/-130 +93/-130 +90-130 +95/-130 +70181 .751-90 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAMI. IG: (3/16' T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) "SG"= SENTRYGLAOBY KURARAY AMERICA, INC. T - WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as cemp)ymg with tla Florida Acceptance !(o-D6?A.2! E ..'ratios Dale TABLE 12: Desigl Pressure (ps1) far Windows Attached lo a Vertical Frame Assembly Tube WINDOW HEIGHT 1i_ Window Wirth under 23" 25-15/16" 27-3/4' 30" 33-1/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Gray Anchor Grap Anchor Group A Anchor 8 Group C D A B COD B A.0&0 A B CBD A B CBD B A,C&0 A 8 CBD i. re383/8" r6 E 23" +70150 +701-90 .70/-90 .701-90 +701-90 *70/-90 .75/-90 .73/-90 .701-90 +70/-90 .75190 .75/-90 .751-90 +75/-90 .751-90 +70/-90 +751-90 +75/-90 +70/40 +75/-90 under 2615/16' .75/-90 .70/.90 .75/-90 +70-90 +75/-90 .75/-90 +701-90 +70/-90 .75/-90 +70/-90 +70/-90 +75-90 .75.90 .751-90 .75/-90 +75/-90 +70/.90 +75/-90 .701-90 .75/-90 • +110/-94 +70/-90 +751-71.6 +751-90 +701-90 +70181 .751-90 +701.90 +751-90 +701-90 +70/-90 +75/-90 +75/-90 .79-90 +75/-90 .75/-90 +751-90 .75150 +70/-90 .75/-90 .701-90 4e' .75/-73.1 ./57.3 .70/-90 +751-90 .1-34.8 +751-90 *751-90 +751-90 .75/-90 .75/-90 +75187.8 +75190 .75/-90 +75190 +75/-90 .75/-90 *75/-90 .701.90 .75/$8.9 +75/-90 50-5/8" .1.69.3 */54.3 +701-90 .70/-90 +181.4 .751-90 .70/-90 *75/-90 +7090 +75/-90 .75/83.2 +751-90 •75/-90 +75/-90 +75/-90 +70/-89.2 +70/90 .75/.90 .70/-84.3 +70/-90 60" ./58.5 ./45.8 +70/84.7 +75/-90 ./51.8 .7581.2 +75/-90 +70/45.9 +75/-90 +75/89.6 +70/-70.2 +751-90 +751-80.3 +75/.78.6 *70-90 .70/.75.2 +701-90 .751.50 .75/-712 .70/-90 83" ./55.7 .1-43.6 .70/80.7 +7089.5 +/-493 .70-77.3 .75/-90 +75/.72.3 .751-90 +70/85.3 +1-68.9 +751-90 +701-76.5 +70/-74.9 *70/-90 +70/-71.6 +70/-90 +751885 ./87.8 *75-90 TABLE 13: Design Pressure (psi) Ix Windows Attached to a Horizontal Frame Assembly Tube WINDOW HEIGHT 1i_ Windom Width under23' 25-15/18" 27-3/4' 30" 33-112" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MchOr Gray Anchor Group A11 A9 A0 A0 B A,C&D A B C80 A B C&D W f g under23" +70-90 .701190 *751-90 +751-90 +751$2.1 +7440 .751-90 +70/-78.5 +75/-90 +70/-90 •75/-74.3 +70/-90 25-15/16" +7d-90 *751-90 +75190 +70-90 +7x-90 +7540 •70/88.8 •70/-90 +70/-90 •70/-84 +70/-90 +713-90 38-3/8" *70/-90 +7090 +70190 +7090 +70/190 .75140 +70-90 +70/-90 •75/-90 ...70/10. a .740, / i i 90 • 48" +7540 +7040 +7(Y-90 +701-90 .70-90 +7040 +70,90 .70/-90 +70/-90 • 470/40 • +110/-94 •+7(r90• 50-5/8" •70/-90 +75140 .75/90 •70/-90 *75140 +751-90 .751-90 .70/-90 +70/-90 • _.70.90• .7.0.04 •+77 ♦.90• 60" +7090 .7040 .7d-90 *751-90 .75-90 +70'40 •75140 +70/40 *751-90 W0/-90 a .71W-% •*7VFg• 63' +7x-90 +70-90 +7540 +75140 +7540 .75140 +7d-90 +70/-90 .751-90 8 •.70/x3• • *Me* +90/-90• 72" +75140 *75140 +7040 .70140 •75-90 •7)540 +7040 +70/-90 +75/-90 .75190 *751-90 +70/-90 76" +70/40 +75/40 +751-90 +75140 *7040 +75190 +75-90 *70/-90 *75/-98 .70/-90 +75/-90 .751-90 84" +75140 +70' 0 +7(Y-90 .75140 +70-90 .7440 • • • • • • • • • • • NOTES 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • ••• • • • •• • • •• EE SFIFJTS 1 & 4 FOR WINDOW ANCHOR 3 FORONS AND QUANTITIES. SEE SHEET ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • •• • • • • • • • ••• • •• • 10 -MAX -H T WINDOW HEIGHT _ I WINDOW ADDITIONAL --n WIDTH ANCHOR (4)" IF REO. FRAME ASSEMBLY TUBE SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. o' N CO 0 CO o O 0 m*0 oce o LL 0 51 Z O Q SU A. LYNN MILLER P5. P.E.9 58105 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • FRAME ASSEMBLY TUBE WINDOW HEIGHT 1i_ 10' MAX MA T ADDITIONAL ANCHOR (4). IF REO. •• •__....1WINDOW • WIDTH Y� EE SFIFJTS 1 & 4 FOR WINDOW ANCHOR 3 FORONS AND QUANTITIES. SEE SHEET ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • •• • • • • • • • ••• • •• • 10 -MAX -H T WINDOW HEIGHT _ I WINDOW ADDITIONAL --n WIDTH ANCHOR (4)" IF REO. FRAME ASSEMBLY TUBE SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. o' N CO 0 CO o O 0 m*0 oce o LL 0 51 Z O Q SU A. LYNN MILLER P5. P.E.9 58105 CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 14,14 • FOR GLASS TYPES: 5) 7/8" LAM/. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) PVB". BUTACITEBAVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTRIES. PRODUCT *emptying thede FIcritht Bui}diog Code OCo29 �� Aw:puoce No tb- Expiration Date1II •• le, I." Mi 4// Miami c Product TABLE 15: - Window width Design Pressure (psi) br SIrgle 'Mndows, A8 Anchor Groups Window NAdth under 23" 25-15116" 27-3/4" 30" 33-12" 35' 37" 30' under 23" .701-90 +70/-90 +70/-90 *70/-90 *701-90 +74-90 +70/-90 Ancho Group 2515/18" *70/-90 +70/-90 +701-90 +70/-90 *70/-90 +70/-90 .70/-90 g 383/8" +70/.90 +70/-90 +70/-90 +70/-00 *701-90 +70/-90 +70/-00 48" +701-90 .70/-90 *70/40 +70/40 .701-90 +70/.90 +70/-90 50-5/6" +70/.90 +70/-90 +70/490 +70/-90 •74.90 +70/-90 +70/40 60" +701-00 +70/-90 *70/00 .70/40 +70/-90 +70/-08.8 +701-04.6 63" +70/-90 +70/-90 +70/-00 +7440 +70/-07.2 +70/84 +70/-79.9 72" .7d-90 *70/40 .751-88.5 +70/81.5 +60/-70 +60/89.4 +80/-67.8 76" .7d-90 +70/40 +75186.3 +70/-78.7 +80/-67.2 +80185.2 +60/83.3 64" +70/-90 .70/40 +70141.3 +601-70 +80/81.8 +70/-90 +70/60 FOR GLASS TYPES: 5) 7/8" LAM/. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) PVB". BUTACITEBAVB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTRIES. PRODUCT *emptying thede FIcritht Bui}diog Code OCo29 �� Aw:puoce No tb- Expiration Date1II •• le, I." Mi 4// Miami c Product TABLE 15: Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube Window width Window Width 25-15/16" I 30- udder 23" 2575/18" 27-3/4' 30' 33-12' 35" 37" Anchor Gawp Anchor Group Ancho Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group Anchor Group Ancho Group B A Anchor 8 Group C D A B C&0 B A,C&D A B C&D A B C a D B A,CBD B A,C&D z I under 23' .70/40 +70/-90 +70140 +70/40 *701-90 +70/40 +70/-90 +70/-90 +701-90 +70/-90 •70/-90 +70/-00 •70/-90 *7440 .701-00 +70/40 +70/-00 +701-00 +70/-90 2515/16" +70/40 +70/-90 *70/40 +70/-90 +70/-90 +70/40 +70/40 +70/40 +701-90 +70140 +70/-90 +701-00 +70/-90 +70140 +70140 .70/-00 +70/40 +70/40 +70/-90 38-3/8" +70/40 +7471,8 *70160 +70/-90 *70/81 +70/-90 +70/60 +70/40 +70140 +70140 +70/-90 +70/-00 .701-90 +751-90 +70/40 *70/40 +70/40 +70/40 *70140 48' +70/-73.1 */-57.3 +70/80 +70160 +184,8 +70/-90 +70/-90 +75/40 +70/-90 *70/60 +70/87.8 +70/40 +70/40 +70/-78.6 +701-00 *70140 +70/-00 +70/88.9 +70/-90 50-5/8" */89.3 +1-54,3 .70140 +70/60 +/-81.4 +70/40 +70/-90 +70/40 *70/40 +70/-90 +70/-032 +70/-90 +781-90 +70/-74.8 +70/-90 +70/492 +70/40 +70/.94.3 .70/40 60" */-66.5 */45.8 +7W84,7 +70/65 +/-51.8 +70/-81.2 +701-90 .70/-75.9 +70/-90 +70/89.6 *70/-702 +70/-90 +713/40.3 +/82.9 *70/-90 *70/-75.2 +70/88.6 +70/-71.2 +70/84.6 63" 0/85.7 .143.8 +75180.7 *70/-89.5 +/19.3 +701-77.3 +751-90 +70/-72.3 +70160 +70/45.3 *148.9 +70/-90 +70/-79.5 +/89.9 +70/47.2 +70/-71.8 +70/84 */87.8 +70/-79.9 I AbLt 10: Deslpn Pressure (paf)br Windows Attached to a Horizontal Frame Assembly Tube Window width under23' 25-15/16" 27-3/4" 30- 33-1/2' 35" 37' Anchor Group Anchor Group Anchor Gawp Anchor Group Ancho Group Anchor Group Anchor Group AB All MI All B A, C60 A B C&D A B C6D m 2 g g53" under23' +70140 +70/-90 +70/43 +70/80 +70/821 +70/40 *70/40 +70/-78.5 +70140 +70/40 +70/-74.3 +701-90 25-15/16' .70/40 +70/40 +70/40 *70/40 +70140 +70/-90 +70/88,6 *70180 +751-90 +70/84 +70/40 +70/40 38318" +751-90 +70/60 +70/40 .70/40 .70/-00 .70/-90 +70/0 +7W-90 +70/60 +70/0 +70/40 • +70/80 48" +70/40 •70/-90 +70/40 *70/ 0 +70140 +70/-80 +70/40 +70/80 +70/60 • T7E/-90• : 7090 ; +Jd1ip 508/9" +70/-90 +70140 +701-90 +70/40 +70/40 .70/60 +70/40 +70140 +70/40 • +70140 111'70/-0 • E0/41111 80" +70/-90 *70/-00 +70140 +70/40 +70140 +70/.90 +70188.6 .75148.6 +70/-88.6 5%84.6 •:70/44.6: 10/46 +70/-90 +70/40 +701-90 +70/40 +70/87.2 +70/-87.2 +70144 +70/84 +70/.64 •4/0/-79.• • 070/-796• .70879.9 72' +70/-90 +70160 +70/88.5 +70141.5 +801-70 +60/-70 +60/89,4 *60/-69-4 +60/49.4 +60/87.6 +80147.6 .60/87.6 76' +70/-90 +7440 .75186.3 +701-78.7 +6W-672 *60147.2 +60145.2 +80/85.2 *88145.2 +65/43.3 +80/83.3 *60183.3 g4" +70/-90 +70/40 *70/81.3 +60/-70 +68181.8 *60/-61.8 V 1. A Mb • -'. • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10" MAX. • •• • • -4 WINWIDTHDOW • • ADDITIONAL ANCHOR (4), IF REQ. S!E SHEETS 1 & 4 FOR WINDOW ANCHOR L&CAIIQNS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • ••• • •• • 10' MAX I � WINDOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 8.4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 8 COCM 0 CO 8 0 k 2 2 -J Co J_ W 0 0 0 Z F - Z W 2 W Q U rcm U_ lL -O OJ oZ 0 Q rn CERT. OF AUTH. #29296 & 6I A. LYNN MILLER, P.E. PE* 8 58705 ••• • • • • ••• ••• • • ••• • • • ••• • • • • • • • • • • • • • •• I AISLC 1 l: Design Pressure (psi) br Single Windows, Al Anchor Groups Window Width under der23' 25.15/18' 27-3/4" 30" 33-1/7 35" 37- 35" under 23' +901-130 +90-130 +90/-130 +901-130 +90/-130 +90-130 +90/-130 = g60" g63" 25.15/16' +90/-130 *901-130 +901-130 +90/-130 +90/-130 +90-130 +901-130 38-3/8' +90/-130 +90-130 +901.130 +90-130 +90/-130 +90-130 +90/-130 48" +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90-130 +901-130 50-5/6' +90/-130 +901-130 +90/-130 +90-130 +901-130 +90-130 +90/-130 +70/90 +90/-130 +90/-130 +90/430 +90/-130 +90/-130 +90/-130 +901-130 +70-90 +90/-130 +90/-130 +90-130 +901-130 *90/-130 +901-130 +90/-130 72' +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +901-124.6 +90/415.7 78" +90/-130 +901-130 +90/-130 +901-130 +90/-128.2 +90/-118.7 +90/-109.8 84' +901-130 +90/-130 +90/-130 +90/-130 +90/-118.4 +70-90 +7050 FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG'. SENTRYGLASWBV KURARAY AMERICA, INC. WINDOW HEIGHT - WINDOW WIDTH SEE SHEETS 1 84 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED as complying with 018 Ficries Buiddby Cod. Aaaapuece No 441-0' �O1C7:.& I En 1"n. , nae A ,1■1 • 1� BY Mi�ti b.. p TABLE 18: Design Pressure (psi) fa Windows Anached to a VerOnl Frame Assembly Tube Window width under 23• 25-15/18" 383/8" 48' 50-5/8- 60" 63" A +701-90 +70-90 +70.90 +70-73.1 +1-69.3 +158.5 +/-55.7 under 23" 25-15/16' 27-314" 30' 331/2" Anchor Group B +70-90 +70-93 +70-71.8 +157.3 +/-54.3 +1-45.8 +1.43.6 Anchor Gray Anchor Group Anchor Group Anchor Gray C *7050 +70-90 +70-90 +70-90 +70/-90 .70-84.7 D A 6 CSD 8 A,CBD A 8 CSD A 8 +70-90 +70-90 +70-90 +70150 +70-90 +70-90 +70-90 +70-90 +70/-90 +70-90 +7050 +70-90 +70-90 C&13 +70-90 +70150 +70-90 +70-90 +70/-90 +70-90 +70-90 +70-90 +70-90 +70-90 +70-90 .70-90 +70-81 +70.90 +70/-90 +70/-90 +70-90 .70-90 +70-90 +70-90 .70-90 +70-90 +70-90 35" Anchor Group B .70-90 +70/-90 +70-90 *70-90 +70/-90 +70-90 +/-64.8 +70-90 +70-90 +70/-90 +70-90 +70/-90 *7057.8 +70-90 +70-90 +70/-90 +70-90 +70-90 gCaD +701-90 +70/-90 +70/50 +70.90 */-81.4 +70-9D +701-90 +70-90 +70-90 .7050 +70/-83.2 .70-90 *70-90 +70-90 +70-90 +70-89.2 ./51.8 +70-81.2 +70-90 +70-75.9 .70-90 +70/996 .70-70.2 +70-90 +70-80.3 +70/-80.7 +7099.5 +1-49.3 +70-77.3 +70-90 +701-72.3 +70-90 +7095.3 14-66 9 +70-90 +70-76.5 +70-78.6 +70-90 +70-75.2 +70-90 +7050 A 3T Anchor Gray +701-90 +70/-90 +7050 +701-90 +70-90 +70-90 8 COD +70/-90 +70-90 +70-90 +70/-90 +70/-90 +70/-90 .70-88.9 +70-84.3 +70-71.2 +70/-90 +701-90 •701-90 +70-74.9 ,70.90 +70/-71.8 +70-90 +701.865 +/57.8 +70-90 TABLE 19: Design Pressure (ps1) ler Windows Attached to a Horizontal Frame Assembly Tube WINDOW HEIGHT IL Window Width 10' MAX. under 23' 25-15/16" 27-3/4' 30" 33-12' 35" 37" (4), IF REQ. • • __.....11 DOW WINWIDTH I Yom_' • Anchor Anchor Gamy Anchor Group Anchor Group Anchor Group Anchor Group Group Anchor Group Anchor Croup All All All....All B A,C&D A 8 cSD A 8 CSD I _ Window Height under 23" +70-90 +70-90 +70-90 +70-00 +70921 +70-90 +70/90 +70-78.5 +70.90 +70.90 +70-74.3 +70.90 25-1518" +70-90 +70-90 +70-90 +7050 +70-90 +70-90 +7098.5 +70-90 +7050 +70-84 • +70-90 +7050 38-8/8' +70-90 +7050 +70/-90 +70-00 +70-90 +70-90 +70-90 +70-90 +7090 4 .+101-4 : *1 -90 :foie 48' +70-90 +70.90 +70/-90 +70-00 +70-00 +70-90 +7050 +70/.80 .70-00 4 +70-00 • +70//4 4+70990 • 50.615 +7090 +7090 +70/-90 +70/-90 +70-90 .70-00 +7050 +70430 .7050 •10/-00• •• i- 70 0 • 80' +7090 +7090 +7090 +70-90 +7090 .70-90 +7090 +70-90 +7090 4 •+70.90• • +70114 *110/-90 • 83" +70-00 *7090 +70-90 +7090 •7090 +7050 +7090 +70-90 +7090 +7090 +7090 +70-90 72" +7090 +7090 +70-90 +70-00 +70-90 +70-90 +70/40 +70/90 +70-90 +7090 +70-00 +70.90 75 +70-90 +7090 +701-00 +7090 +7090 +70.90 +7090 +70/90 +7090 4 .711-90 +70/- 44+4:90 84• +70-90 +701-90 +701-90 +70/-90 •7090 +70-90 • 6 • • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • •• ••• • • • FRAME ASSEMBLY TUBE WINDOW HEIGHT IL 10' MAX. T ADDITIONAL ANCHOR • • (4), IF REQ. • • __.....11 DOW WINWIDTH I Yom_' • :SEF. ETS 1 S 4 FOR WINDOW ANCHOR LOCA IONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDmONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. • • • • • • • • • • • • • • •• • • • • • • • • ••• • •• • 10' MAX WINDOW HEIGHT WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 S 4 FOR WINDOW ANCHOR LOCATIONS ANO QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. A N W Ot- 6 pp o°O Y 0 m0 cc g� LL m0 A 0) Z v SU CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • ,Item Dwg. # Description Material 1 7002 Main Frame Head, Sill &Jamb 6063-T8 Alum. 2 7071 Anchor Plate 6063-T6 Alum 3 7003 Sash Top, Bottom & Side Rail 6063.78 Alum 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187"x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lodc Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 Tie BarGulde Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, WW<=24" Steel 16 7027 Maxim Dual Arm Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Badcing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HHD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 32 1713 Setting Block 5/32" x 3/16" 5 1-1/4" EPDM 33 1714 Setting Bled( 5/32" x 7/16" x 1-1/4' EPDM 35 7036 Lami Bead B 6083-T8 Alum. 36 7042 Laml Bead C 8083-16 Alum. 37 7059 Lami Bead D 6083 -Th Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 0ow 899 Silicon Badkbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Poiypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add-on Flange 6063-76 Alum. 71 7004 Frame Assy Tube 6063-T8 Alum 80 #8-32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #88 1/2" Ph. Pn. SMS Stainless Steel 82 #8x 5/8" FI. Ph. SMS Stainless Steel 83 #8 x 7/8" FI. Ph. SMS Stainless Steel 84 #8 x 1" FI. Ph. TEK Stainless Steel 85 #Sx l" Quad Pn SMS Stainless Steel 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel 87 #10x 1/2" Ph. Pn./ TEK Stainless Steal 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 5 1° Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3. SHEET 4 SASH CORNERS FRAME CORNERS INTERIOR •• ••• .• • ••.. • • •s • •. ••'f • • •• • • .Y'• • • '• • • • •• ••• ••••• Revised By: Dote: Revision B: Revised By: Dote: Revision A: PRODUCT REVISED as complying with the Florida AumplSIding Codes. IG-0001. 21 ExpirationDxoe =7Mit 7e By .PII Desariphon: BOM AND CORNER VIEW Drown By: J ROSOWSKI • • • • ta--. • •,•: • • 1070 TECHNOLOGY DRIVE Tine: • • . •.. • •' • • , • N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 • • • • • '..1. • • , • P.O. BOX 1529 • • • • • , • • • • • NOKOMIS, FL 34274 Series/Moder Seote: Sheet: Drawing No. Rev: • • • • • • •4 u*s+►^LLEF+ P.E• • • F • CERT. OF AUTH. #29296 CA -740 NTS 10 OF 11 MD-CA740-LM B P.E.# 58705 Date: ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS HOT -MELT BUTYL SILICONE STRUCTURAL SILICONE FOAM WITH DESICCANT KODISPACE 100 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS 1/4" NOM. INT. GLASS ALUMINUM REINFORCEMENT 5/16' NOM. NT. GLASS DURASEAL® SPACER EXT. GLASS 3/16" NOM. INT. GLASS SUPER SPACER®NXT'M POLYISO- BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL XL EDGE SPACER INT. GLASS Part # Description Material 100 Kommeriing 4SG TPS Spacer System r See this Sheet for Materials 101 Quanex Super Spacer nXT with Hot Melt Butyl 102 Quanex Duraseal Spacer 103 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, OFRAME HEAD, SILL & JAMB #7002, 6063-T6 —�{ 1356' q_ .095 J -441" OANCHOR ANCHOR PLATE #7071, 6063-T6 70fi' .050 S6S O35 BEAD B #7036,6063 -T6 .172' .670' L .050" .569" 37 BEAD D #7059, 6063-T6 1 .434' -f- 1.1591...] .062" NOM. 1.159 -- 2.139 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040' 1.000- 423' FIXED 60 SCREEN FRAME #7006, 6063-T6 .523'-�--� .050' rf t)85 J .125" .062' 1.124" 2.701" .093' 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 .093' J OADDON FLAN 70 #134, 6063-T6GE 36 BEAD C #7042, 6063-T6 •• ••• • • .-. • .• •• • •..• •• • . • •-.• • •. . • • • • •- •. • • •• .• • • • ••• : • • • Al • _ • • • • • / •• •_#•- • ••• Revised By: Dote: Revision B: JR 05/05/16 ADDED THIS SHEET WITH SPACERS. Revised By: Dote: Revision A - PRODUCT REVISED con86PYy«Ning wi...1,006.5121.•218) th6the F ilorid-a AE,Pim86 Do -06It2 •"2lb) 8y Mi • • • • •• .y; . .• ',• • 1070 TECHNOLOGY DRIVE • • • - -• "•_ ' • • • • N. VENICE, FL 34275 • • • • - • • • • P.O. BOX 1529 • • • • - • : • • • • • NOKOMIS, FL 34274 • • • • • • • i 1YP1..# SB705 11ER. P"E• • • • • CERT. OF AWN_ #29296 Description: Drown By: EXTRUSIONS & SPACERS J ROSOWSKI Title: Dote: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Mode: Stole. Sheet: Drowing No. Rev: 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) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida 9ttitcling MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.t:ov/economv Code, including the High Velocity Hurricane Zone.- . • .. . .... DESCRIPTION: Series "HR -710" Aluminum Horizontal Rolling Window - L.M.T,„.... *••• APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Rot1et :window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared befhttiufacturet• sighted and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Cdnfrbl Revision'stamp with the Notice of Acceptance number and expiration date by the Miami -Dade u ity 4)rodubf for rol .. .. .. Section. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. ••• • LABELING: Each unit shall bear a permanent label with the manufacturer's narlte pt' logo, bity, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless dthert 'ise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 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. NOA No. 16-0714.13 Expiration 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, F.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 •1:1;/1,'15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahhis bltega, P.$..• • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20149.4 : • • • •.. • : • 2) Cyclic Wind Pressure Loading per FBC, TAS '2 36--94 • along with marked -up drawings and installation diagram of an XOX a1•uminuh'l. •. horizontal sliding window, prepared by Fenestration Testing Labg;itAry, Incest . • Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlo'$. Rionda, (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, 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-4858, dated 03/08/06, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA No.06-0405.06) E-1 Manuel Per '.E. Product Control E ner 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 anci sealed! y, , • 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 (RFR). .•. . .. • . . . E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical.Compa1iy (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/1%14, expiring 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. Manuel Pe Product Control E amin r NOA No. 16-1 • • .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-2 • • • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 15-0519.09) 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. 06-0405.06) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 091.2016, signed by Ishaq Chanda, P.E. • • • .... • . .. • .... • . . G. OTHERS • " . 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries fdi'flifir Series • "HR -710" Aluminum Horizontal Rolling Window -L.M.I., app%; don 07F9/1•and • expiring on 12/21/21. • • E-3 .• • . • ... . .. • . • . . . • • .. • • . ... ... . • . Manuel Perez Product Control Exa • r NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 INTEGRAL FIN WINDOW STANDARDS USED: GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND .2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •A0-09 613 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR A. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. •ASTM ANDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISIS100-07/S2.2010 B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES 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" "PVB" INTERLAYER. NOA DRAWING MAP F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. H. 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 (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 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 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 J. 13/16" LAMI IG: (1) LITE OF 1/8" CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A.090" "PVB" INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 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, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 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. ANCHORAGE: THE 33 1!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. PRODUCT REVISED as complying widl the Raids Building Code /(O'O Acceptance No 'I Znio Ea in Dere of . 7. REFERENCES: TEST REPORTS FTL-4858. FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY Amn5/en, Prodect CSn� 8. THIS PRODUCT HAS BEEN HURRICANE ZONE (HVHZ). • • • • • • • • • • • •' • • • • • • • • • 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVER JEMPEg ) 1.4.12:A C:P.:Tr TM. DP AND ANCHOR QUANTITY REMAIN UNCHANGED. • •• ••• •• • • • •• "PVB" = .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. • .: ;J ,I ;;,, �' .C'' �•. • .,p-.,. �,c .. ":3'..,.,'L"' t; VIII ' . '; fc"= - _- • ••• • ••• •°'%"°""�'"' NOTES - = JR 0505/16 G ADDED SPACERS TO SHEET 2. • • • 6ENtiL4l budtM Das **Yew 10707T`HNOLSGY DRIVE " ICE. 111.3427S , • -KT*.. • PLQM„HORIZONTAL ROLLER WINDOW, IMPACT ..• �.., ,d.ea DM* aea• ,"•P e. FtILLFJ2,P.E. MIS. 34774 • • l ✓ • •�iY1b� `• A.LYIJP/ own*' o2.8/06 Clio** BY Do* 3 NTS 1 " 1 4127-10 G RE* 58705 FK 2223/06 J.J. ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• 5 • • ••• • • 0 21 ©' 0 i.,___11 Part # Description Material 4SG TPS Spacer System 75 Kommerling See this 1/2" NOM. �`GLASS1 2 NOM 76 Queues Super Spacer nXT with Hot Melt Butyl ® F GLASS BETE 0 F BITE. 77 Quarles DurEdge Spacer Shed for 78 Cardinal )Q Edge Spacer Materials CO 60,61,62 0 com REFERENCE TEST REPORTS: FTL-8717. 8968 8 8970 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVN E(3AYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 P68 INTERLAYER ANNEALED OR HEAT STRENGTHENED GLASS 116' ANNEAA LED OR HEAT STRENGTHENED GLASS 3/18" 7/16- LAMINATED 5/16' LAMINATED 5/16' NOM. GLASS 7/16 LAMINATED GLASS FOR INSTALLATION IN THE EXTERIOR INTERIOR HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. = BOTH THE DP AND ANCHOR 21 I (ALL SECTIONS) 1 0 ® �j 1 1 0 KURARAYBUTACITE• PVB INTERLAYER or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY QUANTITY TO REMAIN UNCHANGED. CD L CD •1 0 �F1•�-,� 1/2" NOM. GLASS BITE 0 ��-` �� • 1/2" NOM. GLASS BITE 066,67,68,69,70,71 1/8' ANNEALED OR HEAT STRENGTHENED GLASS�� .OBD P68 INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090NINTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS ' A 1/8' ANNEALED OR HEAT STRENGTHENED GLASS di LAMINATED LAMINATED 7/16' 3/16' OR 1/4' NR SPACE nil5/18' 5/18' OR 3/8' AIR SPACE 1/8' or 3/16' ANNEALED OR TEMPERED GLASS 1/8' OR 3/18' ANNEALED OR TEMPERED GLASS NOM. 13/16" LAMI 13/16' NOM. 13/16' IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W17/16" LAMI . ` SILICONE STRUCTURAL ♦ ♦ SILICONE ALUMINUM REINFORCEMENT HOT -MELT BUTYL •�` PTYLEN - BUTYLENE 4 \ 5/16" NOM. SEAL 3118' NOM. " 44 \' DESICCANT FILL AREA 5/16' NOM. . 1� SILICONE SEAL PP4RODUCT REVISED P/n08 with thFields Beading Code AOCtp140ce No 110' A I STRUCTURAL ' i 1/4' NOM. WIAM ' BUTYL 8 , 1 �� /� ��'fation Dela i%ia�� Imo! POLYISOBUTYLEN WITH DESICCANT DESICCANT ' DESICCANT FOAM ROLL -FORMED `1. STAINLESS STEEL II Dy "` �„ EXT. GLASS 4110 , EXT. GLASS / /� EXT. GLASS , '� gI EXT. GLASS ,,II1 Mimi A.•Prodaa INT. GLASS INT. GLASS • • • • • • • IN •T. • GLASS • • INT. GLASS SUPER • ••DMA AI®:: XL EDGE'''. ,.:I ``i,t, ,,-4��(E. '�: 75 O KODISPACE 7 ® , •..A:,. • ••• • 8 SPACER TPS SPACER NXT • •• 11:'EV • • ., 4SG • • ••• • • • • = CyYt�.l c' 16- -r_ IYw/y 01•c IY,Ybc • • • • Versepkw_ DETAILS JR O&W8 G ADDED SPACERS. • • • • GLA1!NG -� :�"•'�,-= ew.e 7 O.r AY.Wr 1070 TBEHNOL•GY DRIVE N. WNICE.•.362T5 •. • •• • - -- •r7 IMPACT la.�ORIZONTALROLLERW/NDOW,I ; - .., . :, '�:,;,�.,,:;,+3'•`:".�'. �� ,� • • • P.O. BOX,r3B 1K,".�y.� • to 34274 ♦ ■ Betnn • w M.� nwwrw LIE A. LVMf ISIIL'LER P.E. a�r•e are auawa7 os 3/23/08 •pprpMIS. • • • T MN" Full 2 11 4127-10 G P.E.N 58705 Fx 2/2&05 rr. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• 5 • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 1 -60.0 +60.0 . -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 1 -60.0 +60.0 ': -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 I -58.8 +56.2 -56.2 FOR INSTALLATION IN 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 i -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 F T, G 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 ! -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 L SHALLGLASS HAVETYPES A - 111" A,B,G,H +60.0 -60.0 +60.0 1 -60.0 +60.0 '•. -60.0 +60.0 -60.0 +60.0 ; -60.0 +59.5 -59.5 +53.6 1 -53.6 +50.9 -50.9 TEMPERED I.G. GLASS CAP. BOTH THE DP UP TO 111" C,I +60.0 ; -60.0 AND ANCHOR UP TO 111" D,E, J,K,L +75.0 1 -75.0 QUANTITY REMAIN UNCHANGED. I XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" TABLE 2. SMALLER) WINDOW GLASS WINDOW HEIGHT ALL HEIGHTS UP TO 63" WIDTH TYPE TO 86 7/16" A'B'C' G,H,I +60.0 I -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 6" 36" 8T% " 48" 51 54" 60" 63" 60 A,B,G,H +75.0 -75. +75.0 -75.0 +75.O I -75. +75.0 -75.0 (+75.0 1 -7511)+75.0 -75.0 +75.0 I -75.0 +75.0 1 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 I -75.0 +75.0 I -75.0 +75.0 -75.0 +75.0 I -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 75.0 t75.0 i 75.0 I +75.0 ' -75.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +69.6 69.6 +65.2 I 65.2 PRODUCT REV1SEU u complying with the Ronda A,B,G,H +75.0 -75.0 1buildi +75.0 1 -75.0 +75.0 1 -75.0 +75.0 -75.0 C -75.0 I -75.) +75.0 -75.0 +68.1 1 -68.1 +63.8 . -63.8 A p'ng C'9 ode , 1 • -D !¢ UP 0 74" C,D,E,F, +75.0 ' -75.0I,J 1 Ex. •tats," Date I z"J!f/4 i12/ BY Zig/'JR, , K L Haien • ..., Prodect C.... GLASS TYPES: TEST REPORT R-4858 (X/JX), FM-4859 (OX & XO) AND F115330 F . A. 5/16" LAMI- (1/8" A, .090,1/8" A) G. 13/16" LAMI 10-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) 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) H. 13/16" LAMI IG-1/8" 015 SA6"A'(I:IIND, 116" OR 3/8"AIR SWAGE, 5/16" LAMI - (1/8"A, .090,1/8"HS) I. 13/16" LAMI IG-1/8" OFt4/16"AnINA16:O: 3 :IRl•PACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG-1/8" OF;3/t6"44It41N1,,116•QR 1tF" :P/,C, 7/16" LAMI - (3/16"A, .090, 3/16"A) K. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) ..: =. ; . (� sris- �,, wm0Ilr Dais Nw:Ise: • • • • • • • • • 00=4* • QElIG 4 PRESSURES !weds): : Dello:� 1• 1070 TENHNOIAGY DRIVE N.�'ENICE, 836275• • • • • AL(,Zi4.:1ORIZONTAL ROLLER WINDOW, IMPACT „",,,r Palm t> • i•. BOX•529 - eR NOKOMIS. 834774 • • • f VIM* Beta, - --.-_� a.tc st"r snow 0. LYNN MLLER P.E. Omni*: 2/28108 p..�oep 11 ut 32308 MR7/0 NTS 3 s 11 4127-10 G P.E.#58705 F.K. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • 27 3/8" 27 3/8" -- MAX. DLO 27 3/8"f...._ I'� MAX. DLO i 1 MAX. DLO VENT 54 5116" MAX. DLO FIXED VENT I FIXED D t .1. �`� � -I="%GL * .D�� B t � / X O / X 8 B / _ O - • X _ B -1 L 85 7/16" MAX. WIDTH I.F. FRAME---1 110" MAX, WIDTH I.F. FRAME ----86 7/16" MAX. WIDTH FLANGE FRAME 111" MAX, WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/3-1/3-1/3) NOTE: 33 9/16" MAX. DLO FIXED cc 33 9/16" MAX. J DLO VENT 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. i, . `� `r.}ti.. • 63" SEALANT OR GASKET MAX. AT HEAD AND SILL " ,` ^ FLANGE A A FRAME Go ALL-- CONFIG. I 57 3/8" MAX. DLO ALL / 56" MAX DLO ALL VENTS I.F. FRAME ® PRODUCT REVISED as complyingwith the SEDFlorida Building Code l . - D i Acceptance No FIXED 62" MAX. - 'ration DS* ITWIV IIJ�L1 LITES / I.F. FRAME ALL _ / %� 'r DedeP . O X X .,t,�. DedePm•.a n CONFIG. L_ O •• �•• • • • • • •• ® FLANGE FRAME — __ C I • • • ' ' ' • 73" MAX. WIDTH I.F. FRAME • VIEW D-D ' • ' •' " ' ' ' 74" MAX. WIDTH FLANGE FRAME trRAME CORNER CONSTRUCTION) DETAILA -OX OR XO6 _ _-:,..:: _ \ wavey #r w.rme • • • • • • • .lF . V .< •EI.E IONS Rood* 0m w 10707EC OLOG••DRIVE N. VFCI, FL• S •Pr ••. •�• • ••,/�'c','�%"`c�` AIUNt HpRIZONTAL ROLLER WINDOW, IMPACT �y 4.0.KM1510 • Neilked, FL 3.274 • !hili Bern, h eV"' • Quin w A. LYNN MILLER P.E. Awn* ee. JJ J.J. a3e 323AM HR7t0 NTS 4 + 11 4127-10 G P.E.#58705 r:K 7/29RAB ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • INTERIOR I. 0 0 00 o 1, o e . Ki tig [-IL,„..,,E11:1.,. i P 0 li II' ( EXTERIOR INTERIORPi. ® MAX. VF T DLO F is , T MAX. VENT DLO 4---- MAX. FIXED DLO -1 r i {I l MAX. WIDTH (FLANGE FRAME) 0 EXTERIOR • SECTION B-B (HORIZONTAL O SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT INTERIOR ® 3z k 37 o FLANGE ( = lln - FRAME MAX VENT I � IN 1 CO DLO (III - Ll� .Iz ro a I 7 7 MAX. F E- - II t --- r DLO 01 1MAX- MAFIXED DLO --,I -- MAX. VENT DLO 43 MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A-A 430 FIN FRAME) (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL flip FI :' ® ® PRODUCT REVISED © ® !Iu!IIiJP'' ® wrthE Acceptance No O ct:! •_.;• ® ' l! ' - � 1_�11 EXTERIOR �� INTERIOR a ,. rei�t {'' D°'° I. �Uz 0 I t �7l ® IM r ® die y,i Pmdeei C 0 EXTERIOR INTERIOR I'IIII'III�,I t 1 0 0 • • • SECTION C-C 6• 1LL • • • • • • • • • • HEAD (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) •�.f`t/(C . ,• - ""'°°' °"` limbic=f - ` baa, 8.k, Ibdtiva 1070TECF�IOLOGY DRIVE N.VENr.E, FL 1#275 • SECTIONS ,..,_ may 41UAi I-LRIZONTAL ROLLER WINDOW, IMPACT ;.1_. ',._. „„�� DON Milo • �. F30X 13 X41,4 Na2�4 �,,/ p, ter • • ge,k sK m •••w. A LYNN MILLER P.E. CM a� zzave OI�obo.r J.J.r. �zsys • �•"'� Y — • •HR710 • Half 5 e 11 4127-10 G P.E.S 58705 FR. FR. •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 00411 • • MAIL PGT# IIFM DWG# REVI DESCRIPTION 1 MAIL 1 PCT# ITEM DW(i REV DESCRIPTION 6063-T6 AL 612237 66 GLASS, 13/16" LAMI 1G-1/8"A (MIN.), 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB,1/8"A) 1 4102 A FLANGE FRAME I-IFAD " 3/8" AIR SPACE, 5/16' LAMI (1/8"A PVB, 1/8"HS) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL 612244 67 " 13/16" LAMI IG-1/8"A (MIN), .090 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, 1/8"HS) 3 #8 X 3/4 PH. PAN HEAD 783444 68 13/16" LAMI IG-1/8"A (MIN.), .090PVB, IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16' LAMI (1/8"A, .090 PVB, 1/8"A) 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 69" 13/16" LAMI 13/16" LAMI IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16' LAMI (1/8"A, .090 PVB, 1/8"HS) 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 70 71 13/16' LAMI 10-3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 7 4137 SILL ADAPTOR 6063 T6 AL 64137 72 " 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 8 4131 ROLLER TRACK 6063-T6 AL 64131 73 " 13/16" LAMI IG-1/8"A (MLN.), 1/4" AIR SPACE, 7/16' LAMI (3/16"A, .090 PVB, 3/16"HS) 10 71298 WEEP HOLE COVER POLYPROP. 71298 74 " 13/16" LAMI IG-1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS, .090PVB, 3/16"HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 75 " 13/16" LAMI IG-3/16"A (MIN), 3/16" AIR SPACE, 7/16" LAMI (3116"A, .090 PVB, 3/16"A) 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 76 " 13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/1C 77 " 13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16' LAMI (3/16"HS, .090 PVB, 3/16"1S) 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 90 1014 SCREEN FRAME (HOR & VER.) 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 17 4054 B FIXED MEETING RAIL 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 19 4066 W STP.,.187 X FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST. .230, SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 21 4105 X BACK, FIN SEAL 61683G 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 22 1683 W STP.,250 .270 & GUIDE 42112HD 96 SCREEN CLOTH 23 225-1 ROLLER HOUSING 7BRWHL2 24 226 BRASS ROLLER WHEELS BRASS 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 6063HS-T6 AL 64006 2'710 32 33 4006 1235 D SASH MEEIINGRAIL W STP.,.170 X .270 BACK, FIN SEAL 67S 16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 2.624 X BACK, FIN SEAL 616830 38 39 1683 7070 W STP.,.250 .270 BULB WEATHERSTRIP .187 X 275 6707010 062 40 LIFT RAIL COVER CAP 74078"C' L OR R I.F. FRAME HEAD 6063-T6 AL 64139 I.F. FRAME HEAD 41 42 4139 4140 I.F. FRAME SILL 6063-T6 AL 64140 41 #4139, 6063-T6 43 4141 IF. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONE, DOW 899,995 OR EQUIVALENT IJJ PRODUCT REVISED M 7 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K ,x """dying with the Eloy Building Code I 52 1225 VINYLGLAZINGBEADBULB(THIN) 6TP248K 2.784 A p � o 4, 53 4039 B GLAZING BEAD-5/16' 6063-T5 AL 64039BI . I Or 54 4044 B GAZING BEAD - 5/16" W/GRIIL KIT 6063-T5 AL 644703 .062 3.152 BY Af6C.. .' 2011)/ Mem ... p,ge.a , . A GLAZINGBEAD - 7/16" 6063-T5 AL 64222 11 55 56 4222 985 C GLAZING BEAD-7/16" W/GRILL KIT 6063-T5 AL 6985 -.— .988 062 --•- 59 4067 GLAZING BEAD -13/ 13/16" 6063-T5 AL 64067 A, PVB, 1/8" A) • • • • • • • 43 F. FRAME JAMB _1 • 60 61• GLASS, 5/16" LAMI (1/8" .090 • 5/16" LAMI A,.090PVB, 1/8" HS) o • • • 141411, 6063-T6 • _ ... .":.F. 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) • • • r • • • • • • • 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) •• ••• •• • • • •• 2710 64 " 7/16" LAMI (3/16" A, PVB, 3/16" HS) 42 .F. FRAME SILL :' ` �,,,�__: 6 I6:':.' 65 " .090 7/16' IAMI(3/16' HS, .090PVB, 3/16" HS) #4140, 606376 ' % )"� Aw.dier Aft Rw1,br • 000 • 000 - `' • • iV QIST /..der. D� rtw`+.r 7070 TECNVDLOGYDRNE VFrIICE, FL 275 . � HIG sw.--r• MM�RIZONTAL ROLLER WINDOW, IMPACTa,.dM• - �(�;,N. air. w.rr.s• 1q• � — Iljj ��(1 Nl aM15, FL 34274 •tbly �etcer � • _ s..e •�'� A. LYNN MILLER. P.E Aftousi.der nonieF.K.2!28418 Mk 3/13/18 I$l7f0 NTS 6 11 4127-10 G P.E.e 58705 K. J.J. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 00411 • • • .062 1.373 73 �I 1.122 2.710 -{ O FLANGE FRAME HEAD #4102A, 6063-T6 .490 j O SASH STOP #4025, 6063-T5 Cr) FLANGE FRAME SILL #4136, 6063-T6 1.461 O HORIZ. ROLLER TRACK #4131, 6063-T6 .061 .062 2 11--'.062__ 1.187 1.183 �i��I L.349-.4 -�-I 1.081 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL #4133, 6063-T5 #4006D, 6063HS-T6 6 .050 78 1.0964�-I J 054 GLAZING BEAD, 5/16" #40445. 6063-T5 (USED W/ GRILL KIT) 1.187 h.- .062 ^ .062 3. 0 O FRAME SILL ADAPTER #4137, 6063-T6 1.403+{ 17 FIXED MEETING RAIL #4054B, 6063HD-T6 �1.513� x.040 .738 41.443- O SASH STOP COVER #4053, 6063-T5 111 1. 2.784--{ l.o24- 13 FLANGE FRAME JAMB #4002A, 6063-T6 2.1062 26 r.D50 Irnl± .678 1.096 1 -I-T 37 SASH SIDE RAIL GLAZING BEAD, 5/16" #4126,6063-T5 CI#4039B, 6063-T5 -1.291 1 349 II 1 I� .683 .050 .050- I 1.096.678 -�-�---I T 1.115 1 -i � F" 1 1.097 55 GLAZING BEAD 7/1C�'' " (3Ll tfyGrE!D•t/16" 59 GLAZING BEAD, 13/16" #4222A, 6063-T5 • • • • #9S50,60 3-T{ #4067, 6063-T5 • • • • • (UES WKIRRL KI►) • • • • • • • • • •• ••• •• • • • •• Realer Dew Reader Reader Dela Raises: Dram*: F.K Dela 228416 Cmaed9r J.J. • ••• 1070 TECt1WOLOGoDRIVE N. VE•N4E, FL 4275 N�(QV, FL _adf>7a, Omoiast ffXTRIISIONS • NU L IibRIZONTAL ROLLER WINDOW, IMPACT Rw- 9.Y•..,r• • • •1R710 • Half 7 + 11 4127-10 G PRODUCT REVISED as complying with the Florida Building Cede Acceptance NO !o- Com. iretion Date AMAPA Miao:i .... P`gdect , A LYNN MILLER, P.E. P.E.# 58705 •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • 4 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • ANCHOR QUANTITIES, XOX (114112-114) WINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,1 GLASS TYPES D,E,F,J,K.L 1. ANCHOR TYPES: ANCHOR TYPE 2.3, WOOD 2 CONC 1, CONC 23, WOOD 2, CONC 1. CONC 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - 812 STEEL SCREWS (05) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W M HEAD & SILL m 3 HEAD & SILL ' m g ' HEAD & SILL co f I;n HEAD & SILL 12 ; a '' HEAD & SILL co 3 ' 1m HEAD & SILL 12 ' 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" 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 Cl " SII RR n75 1+C2+1+C2+11 2 1+C2+1+C2+1( 2 1+C2+1+C2+1 j 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 D. 7/16" LAMI - (3116' A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 8 8 8 8 8 8. 8 8 8 8 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1)3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+113 E. 7/16" LAM I - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 1+C2+1+C2+1 j 3 1+C2+1+C2+11 33 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+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+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1 1+C2+1+C2+ 11 3 1+C2+1+C2+11 3 - 1+C2+1+C2+11 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" I. 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" HS) OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 1+C2+1+C2+1I 3 1+C2+1+C2+1 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 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) 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+11 3 K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" L. 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" HS) OR 1/4" SPACE, 7/16" LAMI -(3/16" HS,.090, 3/16" HS) 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+112 1+C2+1+C2+11 2 1+C2+1+C2+7 2 1+C2+2+C2+1 2 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1( 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+2+C2+1 j 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, TABLE AND BASED ON THE FOLLOWING GO TO NEXT LARGER WINDOW IN TABLE. 1+C2+1+C2+1. 3 1+C2+1+C2+1:' 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+2+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1( 3 1+C2+1+C2+1( 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING 25 3/4" MAX. FROM CORNERS. RAIL CENTERLINE. 1+C2+1+C2+1 3 1+C2+1+C2+1( 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C3+2+C3+11 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX O.C. 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+c3+2+C3+1 3 TABLE KEY: 2 1+C2+2+C2+11 2 1+C2+2+C2+1 2 1+C2+2+C2+1) 2 1+C2+2+C2+1 2 X O X 74.000x 38.375 1+C2+2+C2+11 2 1+C2+1+C2+11 1+C3+4+C3+113 -..---ANCHOR QUANTITY PER JAMB 48.000 1+C2+2+C2+1 3 1+C2+1+C2+1( 3 1+C2+2+C2+1 3 1+C2+2+C2+1i 3 1+C2+2+C2+1; 3 1+C2+2+C2+1 3 50.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+02+2+C2+1( 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1(3 1 HEAD AND SILL ANCHOR QUANTITY. CENTERED 54.000 1+C2+2+C2+1 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+2+C3+11 3 A CLUSTER OF (3) ANCHORS AT EACH MEETING RAIL PLUS (1) 60.000 1+C2+2+C2+1' 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+2+C3+1! 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+11 3 1+C2+1+C2+1( 3 1+C3+2+C3+11 3 1+C3+2+C3+11 3 1+C2+2+C2+11 3 1+C3+2+C3+1; 3 PLUS (4) ANCHORS AT (12) ANCHORS TOTAL FIXED SECTION. AT HEAD AND SILL 64.000x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+11 2 1+C2+2+C2+ 11 2 1+C2+3+C2+11 2 48.000 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+3+C3+1 3 (3' MIN. O.C. ANCHOR SPACING) 50.625 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+3+C3+11 3 25 3/4" 54.000 1+C2+2+C2+11 3 1+C2+2+C2+113 1+C2+2+C2+113 1+C2+2+C2+113 1+C2+2+C2+113 1+C4+3+C4+113 . max. ao" MINI. 60.000 1+C2+2+C2+11 3 1 1+C2+2+C2+11 3 1+C3+2+C3+11 3 1+03+2+C3+113 1+C2+2+C2+113 1+C4+3+C4+113 9" REF. 1 11 l x i I UI 1 63.000 1+C2+2+C2+1I3 1+C2+2+C2+113 1+C3+2+C3+113 • 1+C3+2+C3+113 1+C2+2+C2+113 IPRODUCT 1+C4+3+C4+1(3 _ X O X REVISED PRODplyingwVhthe 106.375x 38.375 1+C3+2+C2+11 2 1+C2+2+C2+11 2 1+C2+3+C2t112 1+C2+3+C2+11 2 1+C2+3+C2+1' 2 1+C2+4+C2+11 2 �� as Floxids Building Code 48.000 1+C2+3+C2+1!3 7+C2+2+C2+113 1+C3+3+C3+1 3 1+C3+3+C3+11 3 1+C2+3+C2+11 3 1+C3+4+C3+113 MTG. RAIL, TYP.— Acceptance Nn l4.-0 14-.1 50.625 1+C2+3+C2+1, 3 1+C2+2+C2+1i 3 1+C3+3+C3+11 3 1+C3+3+C3+113 1+C3+3+C3+11 3 1+C3+4+C3+11 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS " Iatia•Date'J -M , 2) IN TABLE KEY ABOVE) vii 54.000 1+C3+3+C3+11 3 1+C2+2+C2+1i 3 1+C3+3+C3+1; 3 1+C3+3+C3+1( 3 1+C3+3+C3+11 3 1+C4+4+C4+1; 3 (SHOWN 60.000 1+C3+3+C3+113 1+C2+2+G2+113 1+C4+3+C4+1( 3 1+C4+3+C4+134 1+C3+3+C3+11 3 1+C4+4+C4+1 3 25'3(4' 5 X MAX ' 63.000 1+C3+3+C3+11 3 1+C2+2+C2+1 3 1+C4+3+C4+113 1+C4+3+C4+ 11 4 1+C4+3+C4+11 3 1+C5+4+C5+11 3 1/2" TYP. 2 1+C2+3+C2+11 3 1+C2+3+C2+1`• 2 1+C2+4+C2+11 2 �-1 IM ---3. MIN. 111.000x 38.375 1+C2+3+C2+11 2 1+C2+2+C2+11 2 1+C2+3+C2+11 , 11,1 _ 48.000 1+C2+3+C2+11 3 1+C2+2+C2+1i 3 1+C3+3+C3+11 3 1+C3+3+C3+1 3 1+C2+a4t2+11•3• 1C3:4+03+14 S• • •9-�E� •• IX 4 /41 x x 77 1 X 50.625 1+C2+3+C2+11 3 1+C2+2+C2+11 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C348/F3+11 3•1:C3:4•#17&• 3•• ••• r� _ . 54.000 1+C3+3+C3+1(3 1+C2+2+C2+1 3 1+C3+3+C3+11 3 1+C3+3+C3+11 3 1+C3+2+.99+11•3•12 -C4•4•14+11' 3• • • ••• ,: 60.000 1+C3+3+C3+1(3 1+C2+2+C2+113 1+C4+3+C4+11 3 1+C4+3+C4+1 4 1+C3+3+C3+113 1+C4+4+C4+1 3 MTG. RAIL, TYP.— W/ Q. OF (4) ANCHORS )H 1 6 =' 63.000 1+C3+3+C3+1i3 1+C2+2+C2+113 1+C4+3+C4+1 3 1+C4+3+C4+114 1+C4+3+C4+113 1+C5+4+C5+1(4 EXAMPLE CLUSTER _ 13 ,: _' S 6" o� �""t"or • ••• • •••• GE SPACING, XOX (1/4-1/2-1/4) • Rawl* x..rw� 10701ECHROLOc'PD:I/E VE •ICE, FL 3•• 275 •T�•�� T. _.ifi, R RIZONTAL ROLLER WINDOW, IMPACT 13JF •' ";,;;,1.". .. R.fwN. A L� "'" r •.o. Box 1511 • NOKIS FI. 3k74 • Yat* Bea, 4....... . s,"� eu+o+ w.,. A. LYNN MILLER REo. A- o 22fl�08 doodad* JJ. Dar 32.106 1117710 NTS 8 11 4127-10 G PEO 58705 F.K.F ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • • ANCHOR QUANTITIES, XOX (113-113-113) WINDOWS ANCHOR TYPE & SUBSTRATE J GLASS TYPES A,B,G,H TABLE 5 GLASS TYPES C.D.E.F.I.J.K, L 2.3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v N HEAD & SILL co a Iy HEAD & SILL ! 2 iy HEAD & SILL 1 CO HEAD & SILL m 2 5, HEAD & SILL y 2 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1; 2 1+C2+1+C2+1; 2 1+C2+1+C2+1 2 1+02+1+C2+1':.2 1+C2+1+02+1 2 ZONES iy HEAD & SILL 2 ;a 1+C2+1+02+1;2 1+C2+1+C2+1i3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1; 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+11, 3 1+02+1+C2+1[3 1+C2+1+C2+1 3 1+C2+1+02+11 3 1+C2+1+C2+1 3 1+C2+1+C2+71 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1; 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1; 3 1+C2+1 +C2+11 3 1+C2+1+C2+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+112 1+02+1+C2+11 2 1+C2+1+02+12 1+C2+1+C2+11 2 1+C2+1+02+73 1+C2+1+02+11 2 1+03+1+C3+113 1+C2+1+C2+1 2 1+C2+1+C2+11 3 1+C2+1+C2+1 1+C2+1+C2+1i 3 1+C2+1+C2+11 3 1+C2+1+C2+1; 3 3 1+C2+1+02+1 3 1+C2+1+C2+1( 3 1+02+1+C2+1 3 1+C2+1+02+1;3 1+C2+1+02+11; 3 1+C2+1+02+1 3 1+02+1+C2+113 1+C2+1+C2+1I 3 1+C2+1+C2+1 3 1+C2+1+02+1;3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+113 1+C2+1+C2+11 3 1+C2+1+02+1' 3 1+C2+1+C2+13 1+C2+1+02+1 3 1+C2+1+C2+1i3 I 1+C2+1+C2+11 3 1+02+1+C2+1;3 1+C2+1+02+113 1+C3+1+C3+1 3 1+02+1+02+1 3 1+C2+1+02+1; 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+11 2 1+C2+1+C2+13 1+02+1+02+1 s 2 1+C2+1+C2+1i2 1+02+1+C2+12 1+C2+1+C2+112 1+03+1+03+113 1+02+1+C2+11 2 1+C2+1+02+1 3 1+C2+1+C2+11 3 1+02+1+C2+1 3 1+C2+1+02+1; 3 1+02+1+02+1;3 1+C2+1+C2+13 1+C2+1+02+1 3 1+C2+1+C2+11 3 1+02+1+C2+113 1+C2+1+C2+1 3 1+C2+1+02+1 3 1 +C2+1 +C2+11 3 1+02+1+C2+1'3 1+C2+1+02+1 3 1+C2+1+C2+1i 3 1+02+1+C2+113 1+03+1+C3+113 1+C2+1+C2+1; 3 1+C2+1+02+11 3 1+C2+1+C2+1 3 1+02+1+C2+11 3 1+C2+1+02+1 3 1+C2+1+C2+1! 3 1+C2+1+02+1; 3 1+C2+1+C2+11 3 1+03+1+C3+113 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+12 1+C2+1+C2+1j 3 1+C2+1+02+11 2 1+C2+1+02+1 j 3 1+C2+1+02+112 1+C2+1+02+1 2 1+C2+1+02+1; 3 1+C2+1+02+1; 2 1+C3+1+03+1;3 1+C3+1+C3+113 1+C2+1+02+1.2 1+C2+1+C2+13 1+02+1+C2+1 3 1+C2+1 +C2+1 3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+02+11 3 1+C2+1+02+1(3 1+C2+1+C2+1 j 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+11 3 1+C2+1+02+1; 3 1+C2+1+C2+11 3 1+C2+1+02+113 1+C2+1+C2+113 1+C2+1+02+1 3 1+C3+1+C3+113 1+C2+1+02+1 3 1+C2+1+C2+113 1+03+1+C3+1j3 1+C3+1+C3+1}}.3 1+C3+1+03+113 1+C2+1+C2+1 3 1+C2+1+02+11 3 1+C3+1+C3+113 1+03+1+C3+113 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+12 1+C2+1+02+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+11 3 1+C2+1+02+112 1+C3+1+C3+113 1+C2+1+C2+11 2 1+C2+1+C2+11 3 1+02+1+C2+1 1 3 1+02+1+C2+113 1+C2+1+C2+1 i 3 1+C2+1+02+1) 3 1+C3+1+03+113 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1; 3 1+C2+1+02+1 j 3 1+02+1+C2+11 3 1+C2+1+C2+1I 3 1+C2+1+02+113 1+C3+1+C3+1)3 1+C2+1+02+13 7+02+1+C2+1 i 3 1+C2+1+C2+1 1+C2+1+02+1;3 1+C2+1+C2+1 i 3 1+C3+1+C3+1 3 1+03+1+C3+1;3 3 1+C2+1+C2+11 3 1+C3+1+03+13 1+C3+1+C3+113 1+C2+1+C2+113 1+C2+1+02+1i 3 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C3+1+C3+113 1+C2+1+C2+11 2 1+C3+1+C3+113 1+C2+1+02+1 3 1+C3+1+C3+11 3 1+C2+1+C2+1; 3 1+C2+1+C2+11 2 1+C2+1+C2+1i,2 1+C2+1+C2+1L3 1+C2+1+C2+1; 3 1+C2+1+02+1; 3 1+C2+1+C2+11 3 1+02+1+C2+1; 3 1+C2+1+02+11 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1 +C2+11 3 1+C3+1+C3+113 1+C3+1+03+113 1+C2+1+C2+13 1+C2+1+02+1; 3 1+C3+1+C3+13 1+03+1+C3+113 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+113 1+C3+1+C3+14 1+C2+1+C2+1 13 1+C3+1+C3+11 3 1+C3+1+C3+1 3 1+C2+1+02+1 13 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 By Data 1+C2+1+C2+1; 2 1+C2+1+02+1 12 1+C2+1+C2+11 3 1+C2+1+02+11 3 1+C2+1+02+1 i 3 1+02+1+C2+1; 3 1+C3+1+C3+113 1+C2+1+C2+112 1+C2+1+C2+113 1+02+1+C2+11 3 1+03+1+C3+11 4 1+02+1+C2+11 3 1+C3+1+C3+1I 3 1+C3+1+03+113 1+C3+1+03+113 1+C4+1+C4+1 4 1+02+1+C2+1; 3 1+C2+1+024q; 2 1+C2+1.02+11 3 1+IC2+9+CA 1 2 143+1464011a 1+02+1+C2+1 3 1+C2+1+Q*1; 3 1,+33+1+Ct+1 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C3+1+C3+13 MUM 1+C2+1+02+1 3 1+C3+1+C3+11 3 1+C3+1+C3+113 1+C2+1.0E+1 i 30 9441113+1•5.11•11 3 1+C2+1+C2+1 3 1+C3+1+C3+1) 3 1+C3+1+C3+1 4 1+C3+1+C3+11 3 1+C4+1+04+114 NOTES: 1. ANCHOR TYPES: 1 - 114' ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) 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) G. 13116" LAMI IG - 1/8" OR 3/16' A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16' A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG - 1/8' OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16' LAMI FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - (118" A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS..090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O X • • • • 1 1+C2+1+02+11 3 1+C3+1+C3+1i 3 1+C3+1+C3+14 1+C3+1+C3+1 3 1+C4+1+C4+114 11+C3+1+C3+1 13 ; -.--ANCHOR QUANTITY PER JAMB I HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. - 1 (►--3" MIN. 148 1 181 1 9' REF. X O X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) I- 1 25 3/4" MAX. 1 1/2" TYP. I-3" MIN • • 8 y 11/1 1 1811 8 • • 99 REF. • • • _ X O X ••• • • T . • • •• MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 0•v 'boon fr Dow •••a1r O,LL *dad Sy O,le F./C 228106 J.J. 323476 �•• ••• 070 TECH!OLOGGDRIVE N. V�41 , FL 275 • Ndl((1ARS. FI.31!274 • ••• T • t.4j/ y atm, orahloRAGE SPACING, XOX (1/3-1/3-1/3) AIVAI RIZONTAL ROLLER WINDOW, IMPACT G _._t • HR710 helm NTS 9 • 11 4127-10 PRODUCT REVISED as complying with the Florida Building Code Acceptance No /P Data tr.d A LYNN MILLER, P.E P.E.# 58705 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 4 ••0 • • • • ••• • • • • • • • • • • • • • 0040 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K L 1. ANCHOR TYPES: ANCHOR TYPE, 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX . 3 - #12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: WINDOW SIZE W V H CI MI T) a8 m Q ' O vi ep m M ' 0 m = (n 1 Q -5 : ' 0 1 m = (A Q .0 v ' 0 z1 6 85 0'7 m Q ' C3 11 = 8 e0 m Q "1 A. 5116" LAMI - (1/8" A,.090, 118" A) 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" /,.090, 3(16" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 ! 2 1+C2+1 2 1+C2+1 I 2 i 1+C2+1 2 E. 7/16" LAMI - (3/16" A,.090, 3/16' HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+11 3 1+C2+11 3 1+C2+1 ; 3 1+C2+1 3 F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) 50.625 1+C2+1 3 1+C2+1 3 1+62+1 3 1+C2+1 ; 3 1+C2+1 ; 3 1+C2+1 3 H. 13/16" LAMI IG - 118" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 54.000 1+62+1 3 1+C2+1 3 1+C2+11 3 1+C2+1 I 3 1+C2+1 ! 3 1+C2+1 3 I. 13/16" LAMI IG - 1/8" OR 3116" A (MIN.), 5/16" OR IG 1/8" OR 3/16" A (MIN.), 3/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) 60.000 1+C2+1 3 1+C2+1 3 1+63+1 3 1+C2+1 ! 3 1+62+1 ! 3 1+C3+1 3 J. 13/16" LAMI - K. 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" HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 ! 3 1+C2+1 I 3 1+C2+113 1+C3+1 3 L. 13/16" LAMI IG - 1/8' OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+62+1 2 1+C2+1 I 2 1+C2+1 I 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+C2+1 3 1+C2+1 ! 3 1+C2+11 3 1+C2+1 I 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 13 1+C2+1 3 1+C3+1 3 HEAD &SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+62+1 3 1+C3+1! 3 1+C2+1 ! 3 1+C2+1 ! 3 1+C3+1 3 183/4" MAX. FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 ! 3 1+C3+11 3 1+C2+11 3 1+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 221/2' MAX. O.C. 3 1+C2+1 3 1+C3+11 3 1+63+11 3 1+C2+1! 3 1+C3+1 3 TABLE KEY: 63.000 1+C3+1 O X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 ! 2 1+C2+1 1 2 1+C2+1 2 1+C2+1 2 12+C3+2 1 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+62+1! 3 1+C3+1 3 1 HEAD AND SILL ANCHOR QUANTITIES 50.625 1+C2+1 3 1+62+1 3 1+C3+1 ! 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 ; 3 1+C3+1 13 1+C2+11 3 1+C3+1 3 A CLUSTER OF (3) CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+11 3 1+C3+1 i 4 1+C2+1 ! 3 1+C3+1 3 PLUS (2) ANCHORS VENT AND FIXED AT OPERABLE SECTION. (7) 63.000 1+C3+1 4 1+C3+1 3 1+64+11 3 1+C3+1 14 1+C3+1 ! 3 1+C4+1 3 ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+62+1 3 1+C2+1 2 2+62+21 2 1+62+1 13 1+C2+1 12 2+C2+2 2 (3" MIN. O.C. ANCHOR SPACING) 48.000 1+C2+1 3 1+C2+1 3 2+C3+2! 3 1+62+11 3 1+C2+1 13 2+C3+2 3 50.625 1+C3+1 3 1+62+1 3 2+C3+2I 3 1+C3+1 ! 3 1+C2+1 1 3 2+C3+2 3 16 313^ MAX. 54.000 1+C3+1 4 1+C2+1 3 2+C3+2! 3 1+C3+1 ! 4 1+62+11 3 2+C3+2 3 f I 1-.-3" MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2! 4 1+C3+1 I 4 1+C3+1 i 3 2+C4+2 4 9^ REF.) -- 63.000 1+C3+1 4 1+C3+1 3 2+C4+2i 4 1+C3+1I 4 1+63+11 3 2+C4+2 4 T r PRODUCT REVISED PRcomplyingCREi SEDFlorida 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2! 3 2+C2+2I 3 1+C2+1 2 2+C2+2 3 T MTG.RAIL as 'Code 3 2+C2+2; 4 1+C2+1': 3 2+C3+2 3 App 1(0"O 48.000 2+62+2 4 1+62+1 3 2+63+21 ''1°0" DO`Q P' A 2I 3 2+C3+2! 3 2+C3+2! 4 1+C2+11 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 50.625 2+C3+2 4 1+C2+1 By J a ff 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2! 4 1+C2+1 i 3 + 2+C3 2 4 ( SHOWN IN TABLE KEY ABOVE) Mi .. , de Prodac7 , • . 60.000 2+C3+2 4 1+63+1 3 2+64+2 4 2+63+21 4 1+63+11 3 2+64+2 4 18 3/4" MAX. 63.000 1+C3+1 4 1+63+1 3 2+C4+2! 4 2+63+2! 4 1+C3+11 3 2+C4+2 4 f1 1/2" TYP 2+62+2 2 2+C2+2 - I--3" MIN. 74.000 x 38.375 2+C2+2 3 2+62+2 2 2+62+21 3 2+C2+2! 3 4040 4040• •3 • + • • • 40401 48.000 2+C3+2 4 2+C2+2 3 2+63+21 4 2+C3+2I 4 2+C2+2.M 3 2+C3.2 •4 ••• •9" EF. •gT =_ 50.625 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+62+21 a 2i -c42 •4• ••'•• • •MTG. r 54.000 2+C3+2 4 2+C3+2 3 2+C4+2! 4 2+C3+2I 4 2+C3+21) 3' 2yj)I2 '4 • • i i • • RAIL 60.000 2+C3+2 4 1+03+1 3 2+C4+2I 4 2+C3+2! 5 2+C3+2I 3 2+C4+2 4 W/ QTY. OF (4) ANCHORS y 16 63.000 2+C3+2 4 1+C3+1 3 2+C4+2! 4 2+04+21 5 2+C3+2 4 2+64+2 5 EXAMPLE CLUSTER (l . Read By Oahe lsaher - - • • • • • • • • s • AGE SPACING, OXAND XOWINDOWS _ - Raeder 0i1c A„r„c 1070TECNgpLOGwpwVE N. VE�iCE,FL3`275 1�r ■_ /% HORIZONTAL ROLLER WINDOW, IMPACT `� °: `' •''` Ruud Bp Don IYNbrBQX 1540 � ' ,, 4 �1/'JL"�„� � 04,r. • als Ns. X41+* A. LYNN MILLER P.E. Demo u2 1l1dN17 Ltae�ep J.J. aft 3/13/78 Y oq Oe�r 10 NTS 10 11 4127-10 G P.E.M 58705 EK FK ••0 • • • • ••• • • • • • • • • • • • • • 0040 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s 1 4 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: MIN. 3.4 KSI (— I 13/4" MIN. E.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" MIN. EDGE 1 3/8" TAPCONS EMBEDED CONCRETE 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 _ BUCK, �'� -- 7 #12 TRIMFIT HEAD. i - �- i -�— NOTE 3 am illrifill __� 1/4•• J r� I.1 �� 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS �. 1/4" THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR JJJ CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF CONCRETE MAX. SHIM WOOD MAX. SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM ANCHOR, NOTE 1 DETAIL ANCHOR 4. FOR ATTACHMENT TO ALUMINUM: THE 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 TYPICAL WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE 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. 1 /4" M 1 3/8"1/4" RESPECTIVE 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. SHIM �. MIN. MAX. SHIM —.1i— I (1.5 KSI CMU) "O 212" MIN. EMBEDMENT I, . ' ' PER NOTE 1 ' (3.4 KSI CONCRETE) I-"--_II WOOD CONCRETE —� ANCHO Ill C - ANCHOR, �� 1 1I < I EXTERIOR INTERIOR _� NOTE 2_Arm " MIN. EDGE [Illf[�� 13/4" ° MIN. ED (HEA & SILL DETAILS A, B, C, D, & H) [ling T�. (11111).— NAILING 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 JSEE INTERIOR 5/8" MIN. EDGE DETAIL E DETAIL F (JAMB DETAILS E, F & I) 77„n EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS -- 5/8" MIN. CONCRETE woOD DETAIL H (HEAD) ANCHOR, NOTE 1 ANCHOR, NOTE 2_ NAILING —1 � �,J .131 DIA. MIN. x 2 12" NAIL i pgpp�}CT REVISED 1 r AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. fill II ��Hui7isY .n jOrAt0ing wimthe Fonda acayuncor+o 16-0 14•Ci ( / I ExpimtWn Dess • 2021 1/4" MAX. 1/4" MAX. 1 _ 'r' �• BY /J/4. /'r 1I 9 -F.' l SHIM 1�L—lL4f.`: � � ��'s`• SHIM C./8" MIN. EDGE Mivni s ode Prodest Caotroi I'll �� _ SEE I! I �1 NAILING �� _ "NOTE 1 • �_s 3/8"MIN. �ss�= ... ., i�J • 13/4" MIN. • • • • • • • 2-12" MIN. — SEE NAILING ' I E.D. TYP. � ,. EbGE • • • • •�,- �.—t-`..a—__....„_20,1 ' -. MIN. 3.4KSI�^ CONCRETE DETAIL 2x WOOD C BUCK, _ 1.' MIN. • • • • • • DETAIL D t-12" MIN' •IMBED •• ••• •• �iY� VERNIL•G(SILL) __ • DETAIL I (JAMB) _ _ _ , , " TYPICAL NOTE3 FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS 6 1116 ; `;` F... sr UW: no.os • • •i DETAILS ='`' ItOI AGE . i Aster, as o.. ,,,,i,,,� 1070 TECH:pLOG�ypRTVE N. VENICE. .3`275 a HbRIZONTAL ROLLER WINDOW, IMPACT• . ;": ;'.; -::. ,, ` �,SLW: Woe Rarikew •YGry 9�ppx • _ • a* s1 bat. Ne. Am A. LYNN MILLER REOm.* FJC ors 1/28/78 a+e.eer J.J. DM 32308 Nob FL 4 . rzb,y �et.„. HR710 H91% r 11 11 4127-10 G P.E.#Se7os ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .• •• • • • ••• • •• •. • • • • • • • • • • • • • • • • •• •• •• •• • • • • ••• •• •• •••• • • • • • • •• •••• • . •• • • • • • •••• • •• • • • • •••• • • • • •••• JOB NAME : RESIDENCE 165 NW 92ND ST MIAMI SHORES , FL T r . - INC. ,s1 �,.,." El. 33178 •• •• • • • ••• • •• • • • • • • • • • • • • • • • • • • •• •• •• • • •• • • •• ••• •• • •••• • • • • • • • •• •••• • •• • • • • • • •••• • •• • • • • •••• • • • • •••• 39' REAR "D 0 FAMILY ROOM KITCHEN W/C MASTER BATH BREAKFAST 01 O� (EGRESS) CL BATH BEDROOM DINING LIVING MASTER BEDROOM BEDROOM CL 0 0 CL BEDROOM 1 K (EGRESS) (EGRESS) RIGHT JO 1 BATH CL CL BEDROOM (EGRESS) ws R&Z5* PERMIT #: Miami Shires Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT 10 CChIPI.IPAICE WITH ALL FEDERAL STATE ANL) (-CIA (rLL_S AND REGULATIONS RECEIVED JUN 277017 I O. tktAix 1 FRONT NOTE: MEAN ROOF HEIGHT : 13'- 6" ROOF TYPE : 4 : 12 GROUND FLOOR PLAN (EGRESS) ST 'rT . C. c. 4c .ci r, 31. -TANTS, INC. 7,,1 L1'2.11, FL 33176. REVISION: J RESIDENCE 0 1 DATE: 06/16/17 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 06-2017 1 of 3 •• • • • ••• • •• • • • • • • • • • • • • • • •• •• •• • • • • • ••• •• • •••• • • • • • • •• •••• • • • •• • • • •••• • •• •• • •••• • • • • •••• "I" 37" X 50.3/8" (X) SERIES CA -740 ALUMINUM CASEMENT WINDOW-L.M.I. N.O.A.: 16 - 0629.21 ZONE 4: +47.1 - 51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER 10 PRODUCTS CONTROLS. NOTE 2 ; ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED 10 VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5 : WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOTE 6 : IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA. COMPLIANCE WITH ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. "E" 37" X 38-3/8" (XO) 1110-710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.MI. N.O.A.: 16-0714.13 ZONE 4: +47.1 - 51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS 1 "Br 74" X 50-5/8" (XO) "HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW- N.O.A. : INDOW-N.O.A.: 16-0714.13 ZONE 5: + 47.1 - 63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: I/O" ANN. GLASS "B" 74" X 50-5/8" (XO) "11R-710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.O.A. : 16-0714.13 ZONE 4: + 47.1 -51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS 0 0 O (EGRESS) (EGRESS) 1 / .1 3,-5„ f B 1 (EGRESS) RIGHT ELEVATION al 4'4" r� O r 1 MI" 37" X 50.5/8" (X0) "HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.O.A.: 16-0714.13 ZONE 5:+47.1 -63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS \�1 EXTERIOR LITE: 1/8" ANN.GLASS 090 PVB INTERLAYER B1 (EGRESS) INTERIOR LITE: 1/8" ANN. GLASS FRONT ELEVATION "A" 35-1/2" X 38-1/2" (X0) "HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.O.A.: 16-0714.13 ZONE 4: +47.1 .51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I/O" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "C" 37-1/2" X 81"(SINGLE DOOR) FD -101 OUTSWING FRENCH DOOR - L. M. I. N.O.A.: 16-0629.17 ZONE 4: +45.0 - 49.0 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I/O" ANN. GLASS .090 DUPONT BUTACITE PVB OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER. INTERIOR LITE: 3/16" H.S. GLASS "B" 74"X 50-5/8" (XO) "HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.MI. N.O.A. : 16-0714.13 ZONE 4: +47.1 - 51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I/O" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "B l" 74" X 50-58" (X0) "HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW-L.M.I. N.O.A.: 16-0714.13 ZONE 5: +47.1 - 63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: I/O" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: I/O" ANN. GLASS G ""'LLTANTS, INC. ', FL 3317$ REVISION: J RESIDENCE < 165 NW 92ND ST VQ O MIAMI SHORES , FL. DATE: 06/16/17 SCALE: 3/16" = l' DWG. BY: M.R.Z. JOB #: 06-2017 2 of 3 J •• • • • ••• • •• • • • • • • • • • • • • • • •• •• •• • • • • • ••• •• • •••• • • • • • • •• •••• • • • •• • • • •••• • •• • • • •••• • • • • •••• "P 37-1/2" X 82-1/2" (SINGLE DOOR) FD -101 OUTSWING FRENCH DOOR - L. M. I. N.O.A.: 16-0629.17 ZONE 4: +45.0 - 49.0 GLAZING: 3/8" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN. GLASS .090 DUPONT BUTACITE PVB OR SAFLEX/ KEEPSAFE MAXIMUM INTERLAYER INTERIOR LITE: 3/16" H.S. GLASS "D" 37" X 50.5/8" (XO) "HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.MI. N.O.A.: 16-0714.13 ZONE 4: + 47.1 - 51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "G" 25-1/4" X 25-3/4" (XO) "HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.O.A.: 16-0714.13 ZONE 4: + 47.1 - 51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "E" 37" X 38-3/8" (X0) "HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.O.A.: 16-0714.13 ZONE 4: +47.1 .51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(1.E: BEAMS,COLUMNS,FRAM ING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5 : WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOTE 6 : IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA COMPLIANCE WITH ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. "H" 35.12" X 37-1/2" (X) SERIES CA -740 ALUMINUM CASEMENT WINDOW-L.M.I. N.O.A.: 16-0629.21 ZONE4: +47.1-51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 BUTACITE PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS 3'-1" / 00 \'s DD 8'- O (EGRESS) LEFT ELEVATION "B1" 74" X 50.5/8" (X0) "HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.O.A.: 16-0714.13 ZONE 5: + 47.1 - 63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS 4-8 3 REAR ELEVATION "B" 74" X 50-5/8" (XO) "HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.O.A.: 16-0714.13 ZONE 4: +47.1 .51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1B" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS "D" 37" X 50-5/8" (XO) "HR -710" ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I. N.O.A. : 16-0714.13 ZONE 4: +47.1 .51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS c-., .. , C' C -NTS, INC. ,,.31 +.. ' :I, FL 33176, REVISION: J RESIDENCE t ° ¢ 0. 165 NW 92ND ST 8 MIAMI SHORES , FL. DATE: 06/16/17 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 06-2017 3 of 3